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WS-12-1315Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 179507 Permit Number: WS -7 -12 -1315 Scheduled Inspection Date: October 15, 2012 Inspector: Bruhn, Norman Owner: ACQUISITION LLC, DUSA Job Address: 812 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)496 -7442 Parcel Number 1132060050190 Phone: (305)597 -7797 Building Department Comments INSTALLATION OF 10 ACCORDION SHUTTERS, 1 ALUMINUM PANEL, 2 HORIZONTAL ROLLER, 1 FIXED WINDOWS AND 2 ROLL UP SHUTTERS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed (54,1. Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 175913. OPEN SHUTTER IN OPENING #10 FOR INSPECTION October 12, 2012 For Inspections please call: (305)762 -4949 Page 25 of 35 Miami Shores Village Building Department t ADZI 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 't Tel: (305) 795.2204 Fax: (305) 756.8972 71 r _ l INSPECTION'S PHONE NUMBER: (305) 762.4949 B DING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1 a V St 1 � JUL d.d FBC cc Permit No. �d� �/) J • Master Permit No. ROOFING City: Miami Shores County: Folio/Parcel#: 11 3,2. a -00S D/ f Miami Dade Zip: 03 % 3? Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): b phone/100s- 47? -7./(52 Address: 6/a ti 1 City: k k 0. SP o re s State: F°-- Zip: 33 /cad Tenant/Lessee Name: Phone#: Email. CONTRACTOR: Company Name: 51 l v2MW , 5Se , (,//h fl- Phone#.. -L5 ? `77 -77 Address:/ 0J5lJW r-lC/e_- City: n \ Cti \,. 0 c State: Fi- Zip: 33 O.5 °f Qualifier Name: 02 /4 ! L 0 D la-7— Phone#: State Certification or Registration #: Certificate of Competency #: CC2 C /S// 3 yd._ Contact Phone#:��C. Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 9r o2. 0 Type of Work: OAddition alteration Phone#: Square/Linear Footage of Work: ONew d , ORepair/Replace Descripdoitof WorkY -i nN I D ACCe7rci , 7id779 rs / 111...LLM Pane a�. oZ J(Dr /2orr -ctL Ro(LF ✓ nbacas 262 i rJRSi ii- r /ate-/ ODemolition Color thru tile: ******** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** �************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 6®---- CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) h Bonding Company's Address 4 , City State T� Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature , Owner or Agent The foregoing instrument was acknowledged before me this /° day of PciL)' , 20 ,l , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: r COMMISSION # EE 155207 EXPIRES: December 21, 2015 Thru Notary Public Underw5ters * ** * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Signature The foregoing instrument was acknowledged before me this &2 day of 3C/ i\/ , 20 by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co MIA R. MIRANDA` irett' COMMISSION # EE 155207 EXPIRES: December 21, 2015 Bonded Thru Notary Public Underwriters ***** ******* e******* e************* e************** *** **e**e*** * **a ***e * * ********e Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I 3 C t rO S 01610 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. of property and street/address: 111111111111111111111111111111111111111111111 CIF t4 2012R041 -96800 OR Bk 28188 Ps 14381 tips) RECORDED 07/16/2012 11:19:38 HARVEY RUVIth CLERK OF COURT MIAMI-E ADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 'i12 ke qZ., 51- M Sj 'FL - 2. Dees; ri�pti " of improv 3. Owner(s) name and acjdxes: Interest in property: (U(J Name and address of fee simple titleholder: 4. ontr ctor's me, a ress and phone number: �� C C1Cc) . 3. 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: 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: 1 j 9. Expiration date of this Notice of Commencement: 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 CHAPTER 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) Prepared B Print Na Title /Office wner(s)' Authorized Officer /Director /Partner /Manager Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fore`.' ent was acknowledge •afore me this day of By ndividually, or ❑ as / r !�_ -.- for ❑ Personally kno of identification: blic: ame: EAL) VERIFICATION P NT TO SECT e N 2. 25 FLO - IDA _ TA UTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. gnature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By 123.01-52 PAGE 3 12/11 By tStS Permit No: 12-451M-- Job Name: July 31, 2012 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Identify the location of the egress door during a storm.Escape must be through a door operable during a storm with shutters up. FBCRES. 310.4 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 13 15 Permit No: 12 -1343- Job Name: July 18, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Identify the location of the egress door during a storm. 2) The horizontal sliding product approval is not marked correctly. The window sizes exceed the identified product. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Aai)12 Z t-11 CO2i2fiCit cDCP C/E- owner: Gerald de Bruijn Address: 812 NE 92 st Miami Shores, fl. 33138 Job : Accordion Shutters, Aluminum Panels, Impact Windows #13 #14 #15 #16 1 1 1 #12 E-gress Door E-gress Window #1 2 Front Door #11 T' E-gress Door & Roll down Shui4ainstall #10 Elms Window 0 El #9 #8 #7 #6 9#5 #3 #4 product # w H Horizontal roller 1 91 1/2 63 Aluminum panel 2 65 97 fixed window 3 31 80 Horizontal roller 4 106 38 3/8 accordion 5 36 83 accordion 6 39 40 accordion 7 39 40 accordion 8 39 40 accordion 9 76 53 accordion 10 38 63 Roll down 11 63 82 Roll down 12 63 82 accordion 13 75 53 ' accordion 14 75 53 accordion 15 76 65 accordion 16 113 53 owner: Gerald de Bruijn Address: 812 NE 92 st Miami Shores, fl. 33138 Job: Accordion Shutters, Aluminum Panels & Impact Windows Installation #12 #11 product # w H horizontal roller 1 911/2 63 aluminum panel 2 65 97 fixed window 3 31 80 horizontal roller 4 106 38 3/8 accordion 5 36 83 accordion 6 39 40 accordion 7 39 40 accordion 8 39 40 accordion 9 76 53 accordion 10 38 63 roll down 11 63 82 roll down 12 63 82 accordion 13 75 53 accordion 14 75 53 accordion 15 76 65 accordion 16 113 53 03/09/2012 - 11:35am gabriels F: \01 Project Files\ 2010- MPS1400 Wind Charts\ Reference \00- MP510.400 Series (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING r INTERIOR ZONE 4 PRESSURES Mean Roof Height 10 15 DESIGN 20_ PRESSURES (PSF) - ZONE Tributary Area (5q Ft) 4 40 45 50 25 30 35 0 - 30 ft -50.3 +46.3 -49.0 +45,1_+44.3- -48.2 -47.5 -1-43.6---+4&0- -47.0 -46.5 +426 -46.1 " - +42.2 - 45.7 -- +41.8" -45.4 +a1 5_ 31 ft -50.6 +46.7 - 49.4 +45.4 -48.5 +44.6 - 47.8 +43.9 - 47.3 +43.3 - 46.8 +42.9 - 46.4 +42.5 - 46.1 +42.1 -45.7 +41.8 32 ft -51.0 - 49.7 - 48.8 - 48.2 - 47.6 - 47.1 -46.7 -46.4 -46.0 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 33 ft -51.3 -50.0 - 49.2 - 48.5 - 47.9 - 47.4 - 47.0 -46.7 -46.3 33 ft +47.3 +46.0 +45.2 +44.5 +43.9 +43.4 +43.0 +42.7 +42.3 34 ft -51.6 -50.4 - 49.5 - 48.8 -48.2 - 47.7 -47.3 -47.0 -46.6 34 ft +47.6 +46.3 +45.4 +44.7 +44.2 +43.7 +433 +42.9 +42.6 35 ft -51.9 -50.7 -49.8 - 49.1 - 48.5 - 48.0 - 47.6 -47.2 -46.9 36 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 36 ft -52.2 -51.0 -50.1 - 49.4 - 48.8 - 48.3 - 47.9 - 473 -47.2 +48.2 +46.9 +46.0 +45.3 +44.7 +44,2 +43.8 +43.4 +43.1 37 ft -523 -51.3 -50.4 -49.7 - 49.1 - 48.6 - 48.2 - 47.8 -47.5 38 ft +48.4 +47.2 +46.3 +45.6 +45.0 +44.5 +44.1 +43.7 +43.4 38 ft -52.8 -51.6 -50.6 - 49.9 - 49.4 - 48.9 -48.4 - 48.1 -47.7 39 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 39 ft -53.1 -51.8 -50.9 -50.2 - 49.6 - 49.1 -4&7 - 48.3 -48.0 +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 40 ft -53.4 +49.2 -52.1 +47.9 -51.2 +47.0 -50.5 +46.3 - 49.9 +45.7 - 49.4 +45.2 - 49.0 +44.8 - 48.6 +44.4 -48.3 +44.1 41 ft -53.7 -52.4 -51.5 -50.7 -50.2 - 49.7 - 49.2 - 48.8 -48.5 +49.5 +48.2 +47.3 +46.5 +46.0 +45.5 +45.0 +44.7 +44.3 42 ft -54.0 -52.7 -51.7 -51.0 -50.4 - 49.9 - 49.5 - 49.1 -48.8 43 ft +49.7 +48.4 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44,5 43 ft -54.2 -52.9 -52.0 -51.3 -50.7 -50.2 49.7 , s- 49.3' --49.0 _ 44 ft +50.0 +48.7 +477 +47.0 +46.4 +45:9-. +45 :5 +45:1 +44.8' -54.5 -53.2 -52.2 -51.5 -50.9 50:4.; 50.0; -49.6 " -49.2 • 44 ft +50.2 +48.9 +48.0 +47.2 +46.6 +4'6.1' -58.8 +46.1 - 1-45..'3. •+45.0. 46 ft -55.0 -53.7 -52.7 -52.0 -51.4 -50.9 1 -50.4 -50.0 49:7,. 48 ft +50.7 +49.4 +48.4 +47.7 +47.1 +46.61 . +46.1'. '+45:8-. '+45.4` -. 48 ft -55.5 +51.2 -54.2 +49.8 -53.2 +48.9 -52.5 +48.1 -51.8 +47.5 -51.3= +47.0 -50.9 , +46.6 ' , -50 5'- +46:2, -50.1 445.8 SOft' -56.0 -54.6 -53.7 -52.9 -52.3 -513 513.. -50 9 -50.6 - 50 ft +51.6 +50.2 +49.3 +483 +47.9 +47.4 +47.0, +46':6- '+46.2- 52 ft -56.4 -55.1 -54.1 -53.3 -52.7 -52.2- -51.8; - =514 - 51:0;; 54 ft +52.0 +50.7 +49.7 +48.9 +48.3 +47.8 +47.3 +46.9 +46.6 54 ft -56.9 +52.4 -555 +51.1 -54.5 +50.1 -53.8 +49.3 -53.1 +48.7 -52.6 +48.2 -52.2 +47.7 -51.8 +47.3 -51.4 +47.0 56 ft -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 +52.9 +51.5 +50.5 +49.7 +49.1 +48.5 +48.1 +47.7 +473 58 ft -57.8 -56.4 -55.4 -54.6 -54.0 -53.4 -53.0 -52.6 -52.2 +53.2 +51.8 +50.8 +50.1 +49.4 +48.9 +48.4 +48.0 +47.7 60 ft -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 L 0 ni m rn rn m 0 z rl rn 0 O 3 (n O REMARKS NIT ISSUE DRWN GSS CHKD TSB EXTERIOR ZONE 5 PRESSURES Mean Roof Height 10 15 DESIGN 20 PRESSURES (PSF) -ZONE Tributary Area (5q Ft) 5 40 45 50 25 30 35 0 - 30 ft -62.1 -59.6 =57.9 -563 --,55A-- - 34:5 -53.7 33.0 =52.4 +46.3 +45.1 +44.3 +43.6 +43.0 +42_6_ +42.2.. +413__+4.1-5- 31 ft -62.5 +46.7 -60.0 +45.4 -58.3 +44.6 -56.9 +43.9 -55.8 +43.3 -54.9 +42.9 -54.1 +42.5 -53.4 +42.1 -52.7 +41.8 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 33 ft -63.3 -60.8 -59.1 -57.7 -56.6 -55.6 -54.8 -54.1 -53.4 +473 +46.0 +45.2 +44.5 +43.9 +43.4 +43.0 +42.7 +42.3 34 ft -63.7 +47.6 -61.2 +46.3 -59.4 +45.4 -58.0 +44.7 -56.9 +44.2 -56.0 +43.7 -55.1 +433 -54.4 +42.9 -53.8 +42.6 35 ft -64.1 +47.9 -61.6 +46.6 -59.8 +45.7 -58.4 +45.0 -57.3 +443 -56.3 +44.0 -55.5 +43.6 -54.7 +43.2 -54.1 +42.9 36 ft -64.5 -61.9 -60.1 -58.7 -57.6. -56.6 -55.8. -55.1 -54.4 +48.2 +46.9 +46.0 +453' +44.7 - +44.2 4435 °+43:4 +43.1 -64.9 -62.3 -60.5 -59.1, - 57.9 , -57:0 . -56.1 -55.4 -54.7 37 ft +48.4 +47.2 +46.3 +45.6' +45.0 +44'.5 +44.1 +43.7 +43.4 38 ft -65.2 -62.7 -60.8 -59.4; •583,: -57.3; -56,4) : -55.7 -55.0 +48.7 +47.4 +46.5 +45.8' +45.2 +44.7' +44.3.: +43.9 +43.6 39 ft -65.6 -63.0 -61.2 -59.7' - 58.6:' -= 57.6: -56:8 -56:0 -55.3 +49.0 +47.7 +46.8 +46.1 +45.5 +45.0. +44.6 +44.2 +43.9 -65.9 -63.3 -61.5 -60.1 - 58.9, . -57.9 -57:1 :: -563: =55.6 40 ft +49.2 +47.9 +47.0 +46.3 '+45.7 +45:2 +44.8 444:4 - +44.1 41ft -66.3 -63.7 -61.8 -60.4- -59.2 = 58.7:: -,57A -55.9 +49.5 +48.2 +47.3 +46.5 +46.0 +45.5 +45.0 +44.7 +44.3 42 ft -66.6 +49.7 -64.0 +48.4 -62.1 +47.5 -60.7 +46.8 -59.5 +46.2 -58.5 +45.7 -57.6 +45.3 -56.9 +44.9 -56.2 +44.5 43 ft -66.9 -64.3 -62.4 -61.0 -59.8 -58.8 -57.9 -57.2 -56.5 - +50.0 +48.7 +47.7 +47.0 +46.4 +45.9 +45.5 +45.1 +44,8 44 ft -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 +50.2 +48.9 +48.0 +47.2 +46.6 +46.1 +45.7 +45.3 +45.0 46 ft -673 +50.7 -65.2 +49.4 -63.3 +48.4 -61.9 +47.7 -60.7 +47.1 -59.6 +46.6 -58.8 +46.1 -58.0 +45.6 -57.3 +45.4 - - -68.5 -65.8 - 63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 48 ft +51.2 +49.8 +48.9 +48.1 +473 +47.0 +46.6 +46.2 +45.8 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 SOft' +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 52 ft -69.7 -66.9 -65.0 -63.5 -62.2 -61.2 -60.3 -59.5 -58.8 +52.0 +50.7 +497 -48.9 +48.3 +47.8 +47.3 +46.9 +46.6 54 ft -70.2 -67.5 -65.5 -64.0 -62.7 -61.7 -60.8 -60.0 -593 +52.4 +51.1 +50.1 +49.3 +48.7 +48.2 +47.7 +47.3 +47.0 56 ft - 70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60.4 -59.7 +52.9 +51.5 +503 +49.7 +49.1 +485 +48.1 +47.7 +47.3 58 ft -71.3 -68.5 -66.5 -65.0 -63.7 -62.6 -61.7 -60.9 -60.2 +53.2 +51.8 +50.8 +50.1 +49.4 +48.9 +48.4 +48.0 +47.7 60 ft -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 DATE 03/05/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.6. "ALTERATIONS, ADDMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLATTERRAIN MRH <_60' BASED ON Kd = 0.85 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. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT AS LIMITED ABOVE, 3. TABLES VALID FOR ALL ROOF TYPES & SLOPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 4, IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE - THIRD. THE SPAN LENGTH.(HEIGHT2 / 3).. USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT. BE IDENTIFIED,' THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH °ALLOWABLE STRESS DESIGN METHODOLOGY PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA PS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3, THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED. HEREIN SHALL.BE,DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT =AND PERMIT;HOLDER, "N0: WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED 'HEREIN . -. 5. THIS SPECIFICATION IS NOTINTENDED T&OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO TEST CRITERIA AND OTHER APPROVALS FOR DESIGN' &- INSTALLATION'INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED. BY •OTHERSIN•ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL LOCALIMPACT-PROTECTION,SYSTEM ORDINANCES. 7. NO CERTIFICATION IS'.OFFERED•FOR,THE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED :HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST, HORIZONTA 'LIiDIMENSION;OR40 % "OF'MRH, WHICHEVER IS SMALLER; BUT NOT'ESS ;THAN4y6 OF LEAST HORIZONTAL DIMENSION OR 3FT (1m)-. USE'ZONE 51# AT-ALL YN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC IINNTERPRETATION IF REQUIRED. 1 1 d-I ® I-® 1 ELEVATION 1 WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISO C 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 MIAMI•DAD CQ.., NV DEPARTMENT OF PERMITTING, ENVIRONMENT, AND R E'GIILATORy AI?IFAIRS (PEEA) HOARD AND CODE ADMINISTRATION DIVISSION NOTICE OF .ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90u' Street - Medley, Ir'L 33166 SCOPE: MIAML..DADE COUN'T'Y PRODUCT CONTROL SECTION - 1.1805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wwrv.mtanria►aaovinei ri This NOA is being issued under the applicable rttles and regulations governing the use..of construction materials. The documentation Submitted has been.reviewed and accepted by Miaml -Dade, County PERA - Having Jurisdiction (AProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority I-IJ). :Phis NOA shall not be valid after the expiration date stated below. The Miami -Dade- County Product Control Section (In Miami Dade County) and /or the AI-IJ (in.areas other than Mian i -Dade County) reserve the right to have this product or material tested for quality, assurance purposes. If this.prodUet ormaterial' .fail .to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ may immediately revoke, Inodify, or suspendthe usr9 of such product or material :Within their,jurisdiction. I'.ERA reserves the right to revoke this acceptance, if it is • determi Section that this product or material fails to meet the requirements of the applicable building co'ceuct Control 'This product is ap.ro Code, herein, and has been designed to comply with the Florida Buildin e, i rng the High Velocity Hurries ..r1.e,` g SCRIPTION Series "PW 4200/ 620.0 Flange Frame" , 1'PROVA]C, DOCUMENT: ... _.. ,.. li.. � �� . � .,... � � • :.:,— Fi DI awing ' o; 10- 6200 1201, titled Series 400 -6200 Flan__ w" sheets 1 throw 5 .., ctuier, signed and Thomas J. Sotos, 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 Section: by .MISSILE IMPACT RATING: Large and 'Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,.city, state, model /series, and following statement; "Miami -Dade County Product Control �lpproved��, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has Seen 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 afterthe expiration date or if there jlas been a revision or change in the materials, use and/of 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 forterminat °ion and removal ofNOA. ADVERTISEIVIENT: • The NO.A number preceded by -the words Miai i -Dade County, followed by the expiration date may be displayed in advertising literature. 'If any Florida, l and displayed, then it shall be done in its entirety. g �. Y portion of the NOA is 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 NO.A revises and renews NOA # 07- 0516.02 and consists of this page 1 Eand evidence pages E -1, E_2, E -3, E -4 and E -5, as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Perez, P.E V NOA No. 12- 0307,06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 Page 1 Lawson Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUIIMYIITTED �a,.. DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. L4200- 6200 -1201, titled "Series -42Q0 -6200 Mange Frame Impact Fixed Window ", sheets 1 through 5 of 5,..dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. 11. TESTS 1. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked.up drawing$ .and:1J sta1latjo. ,diagr'ainiof i fixed window, prepared by I- Iurricane Engineering & Testing,'Inc,, Test Report Into. IIETI -12- 4010, dated 03/05/12, signed and sealed by Rafael Droz -Sella, PE. 2. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -11 -3363, dated 03/05/12, signed and sealed by Rafael Droz -Seda, P.E. 3. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC; T4.5 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report Nd, HETI-09 -2614, dated • 09/04/09, signed and sealed by Candido F. Font, P.E. 4. Test report on 1) Uniform Static Air Pressure Test, Loading per -FBC, TAS 202 -94 along with-marked -up drawings and installation diagram -of. t fixed window, prepared by Hurricane Engineering & Testing, Inc., TestReport No. IIETI -09 -2613, dated 09/04/09, signed and sealed by •Canclido F. Font, P,E. 5. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per F13C,T4S 201 -94 along with marked -up drawings and installation diagram 9f a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report Nn. IIETI -09 -2612, dated. 09/02/09, signed and sealed by Canclido F, Font, P.E. 6. Test report on Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with markd -up drawings and installation diagram cif a fixed window, prepared by hurricane Engineeringlt Testing, Inc., Test Report N. IIETI -09 -2611, dated 09/04/09, signed and sealed'by Candido F. Font, P.E, 7. Test reports on: 1) Cyclic Wind Pressure Loading per FB(, TAS 203 -94 2) Large Missile Impact,: 'est.pex. f,BC ..T 4 201 -94 along with marked -up drawings and installation diagram Oa fixed window, prepared by Hurricane Engineering & Testing; Inc., Test.Report N4. HETI•- 09.25.86 dated 07/10/09, signed and sealed by Candid() F. Font, P.E. E - l Manuel Per P.E. Product Control E iner NOA. No, 12 -1 07.06 Epiration Date; August 22, 2017 Approval Date; May 24, 2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE:. .: EVIDENCE SUBMITTED 8, Test report on 1) Uniform Static Air Pressure. Test, Loading per FI3C, TAS 202 -94 along with marked -up drawings and installation .diagram' of a fixed window, prepared by Hurricane Engineering 84 Testing; Inc:, Test Report No H TI.:09 -2585, dated 07/10/09, signed: and sealed by CandidoF. Font, P,E. . 9. 'Pest reports on: 1).Cyclic Wind Pressure Loading per FBC, TAS 203 -94 ,2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked-up drawings and,.instal:lation:diagram of a fxed :window, prepared by .l- Iurricane Eng peeiii g 4'1esting, :fie, Test Report No HETI -09 -2584, dated 07/10/09, signed :and sealed by Candido F. Font, P:E. 10. Test repot On 1) Cyclic Wind Pressure Loading per. FBC, TAS 203 -94 2) Large Missile Impact:Test per'FBC, TAS. 201 -94 . along with marked -up drawings and installation,diagram.of a fixed :window, prepared by Hurricane Engineering & 1 - sting, Irlc Test Report No HETI- 0972582., dated 07/10/09, signed and sealed by;Candido F. Font, P.E. - 11. Test report on 1) Uniform Static Air Pressure Test, Loadiilg-per•FBC,:TAS 202 -94 ' along with marked -up drawings and installation diagram of a fixed window, prepared by (Iurricane Engineering & Testing, Inc., Test Report No }YETI- Q9.2581., -dated 07/10/09, signed and sealed by Candido F. Font, F.E. 12. Test report on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. I3ETI- 09.2580, dated 07/10/09, signedand sealed by Candid° 'k Forltf i?:E..: 13. Test report on: 1) Uniform. Static An Pressure Test, Loading per FBC, TAS 202-94 along :with marked -up drawings and installation diagram: ofa fixed window, prepared by hurricane Engineering & Testiilg,.Inc., Test Report No. HETI- 09-2579, dated 07/10/09, signed and sealed .by Candid° .F. Font, P.E. 14. Test report on: 1) Uniform Static Air, Pressure Test, Loading per FBC, TAS 202-94 .. along with marked -up drawings and installation,diagramof a fixed window, prepared by Hurricane Engineering & Testing, Inc:, Test;Report No HE`I'I -03 -1779, dated 01/30/03, signed and sealed by Rafael Uroz- Seda, P.E, (Submitted under ..NDA# 06- 0117.02) ... 15, Test report on: 1) Uniform .Static Air Pressure Test, Loadirtg:per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering 4 Testing, Inc.; Test: Report No HETI -03 -1778, dated 01/30/03, signed and sealed by:Rafael Droz -Seda, (Submitted under NQ.A# .06. 0:117.02) E -2 Manuel Perez,1 li Product Control E ii er NQA No. 1241.: .06 Expiration Date: August 22, 2017 Approval Date; May 24, 2012 Lawson Industries, Inc. NOTICEOFACCtPTANCE; EVID1?A CE :SCJBIVIITTED B. TESTS (CONTINUED) 16. Test reports on 1) Large Missile Impact Test per FBC,.TAS :201 -94` 2) .Cyclic Wind Pressure Loading per FBC, TAS 203. -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & 7[estit�g,'Irrc; Test Report1\4 TIETI- 034777, dated 01/30/03, signed and sealed by Rafael Draz -Seda, P.E. (Submitted under NOA# 06411 7;0) 17, Test report on: 1) Uniform'Statro Air Pressure Test, Loading 202894 along, with,rnail .cd -up dvawings and installation diagram of a fixed window, prepared by Hurricane Engineering. & Testing; Inr ,.Test Repot•t.No, HETI - 03.1776, dated 01/30/03, signed and sealed by Raphael Droz -Seda, P.E. (Submitted under NOA# 06-011702) 18. Test reports on: L) Large .Missile Impact Test per FBC, TATS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drav✓ings and installation diagram of a full radius fixed window, prepared by Hurricane Engineering .4 Testing, Inc., Test Report No'." CIETI- 034774B, dated 01/30/03, signed and sealed by Rafael Droz- Seda,P.E. (Submitted under NOA# 06- 0.117..02) 19. Test reports on: 1) Large. Missile Impact Test per FBC, TAS 201, -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an eyebrow fixed window, prepared by Hurricane Engineering*, Testing, Inc., Test Report No HETI- 03- 1774A, dated 01/30/03, signed and sealed by Raphael•Dioz- Seda,.P.B ( Submitted under NOA# 06- .0117:02) 20. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC; TAS 202 -94 3) Water Resistance `rest; per FBC, TAS 202494 along with marked- up•drawings arid ir}sta11ation diagram.of.a fixed vindow,:prepared by Hurricane Engineering & Testing, Inc.; Test Report No HETI- 024215, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06.4117 02) 21, Test reports on: 1) Cyclic Wind Pressure Loading per FBA;, TAS 203 -94 2) Large Missile Impact Test per FBC, TA .S 201 -94 • along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., 'Test Report Nq :'HETI_O2 -1158, dated 04/8/02, s gned -at d sealed.,by Hector Medina, P.E. (Submitted render NOA# '06 -011 Z02) E -3 Manual P� P.E. Product Contra 1Ixa liner NOA No. 1307.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 • Lawson Industries, Inc. NOTICE OF .ACCEPTANCE EVIDENCE SUBMITTED B. TESTS (CONTINUED) . 22. Test reports on: 1) Air Infiltration Test,. per PBC; TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, par.FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering a. Testing,:Ince, Test: Report No II TI- 01-:1:193; dated 04/08/02, :signed and sealed by Hector Medina, (Submitted underNOA# O6- 0117,02) • 23, Test reports on 1) Cyclic,•Wind Pressure Loadirig.per PBC, TAS 203.94 ; ::.j 2) Large Missile Irripact'Test per.FB.C, TAS 201 -94: along with narkec gip .drawings and .installation diagram.:of a fixed .wix do'w, prepared by I Iilrricane Engineering & Testing, .Inc., Test Report No..1HETI- 01.11.03,. dated • 02/12/02;. signed and sealed by Hector Medina, P.E. (Submitted under NOA #'06 011 Z 02) 24. Test reports on 1) Cyclic,Wirad Pressure Loading per FBC; TAS;203 -94 2) Large. Missile Impact Test per FBC, TAS 201 -.94 • . along with marked -up drawings. and installation diagram of a fixed window, prepared by Hurricane Engineering &Testing, Inc., Test Report No, YHETI -01 1098, dated- 02/11/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06- 0117.02) C. CALCULATIONS 1. Anchor•verification calculations and structural analysis prepared by ma.nufacturer, complying with FBC- 20.10, dated 03/01/12, signed and sealed by Thomas J. Sotes, P.E. ' 2. Glazing complies with ASTM E1300 -U4 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Bnviroriment, and Regulatory Affairs .(PERK.) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance NO. 11 —Q624 02:issued to- ?'.I, DiiNnt DeNen ours & Co., Inc. for their "DuPont SeritryGlas® Interlayer' dated 08/25111, expiring on 01/14/17. 2. Notice of Acceptance No 11- 0624 :01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite0) ,PYB Inteil4er" dated 09/08/11, expiring on 12/11/16. 3. Notice, of AcceptaRce No ;4- 0325.05 issued to 'Solutia,Inc for their "Sa.ilex and Vaneevii'clear' and celor.interlayers "'dated Q5l05 /11., •expiring on;05 /21/16 mime Per Proc1 e .Control Ex rn e NVOA No 12- 0307.06 'Expiration llator. August 22;2017 Approval *Date: May 24,2012 Lawson Industries, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED I +. STATEMENTS 1. Statement letter of confortnance, complying with FBC -2010, dated March 02, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Stateiilent letter of no firi.ancial interest; dated March 02, 2012; signed and sealed by Thomas J. Sotoe, P.E. • G. OTHER 1. Notice of Acceptance No 07- 0516,02; issued to.Lawson Ipdustries, Inc. for their.. Series "PW 420Q/-620097 Aluminum Fixed Window — L.lY .I., approved on 08/02/07 and expiring on 08/22/12. E -5 ...Martinet Perez 7Product.Control Ex nip r INOA.No..12-0 07.06 Expiration Date; August 22; 2017 Approval Date; May 24, 2012 SERIES -4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) MAX. rYP. AT CORNERS W(NDOV'HEIGHT WINDOW HEIGH VINDOV HEIGHT LEG HT. QUARTER -ROUND ELFVATIO(t VINDGV WIDTH S0 WINDOW VIIITH ARCHED PIGR�ytMOOW w..•n., e2 a Ill. ftHEtHDf L . V1NDOV VIDTH -� . Natant., WIDTH i TYPICAL ELEVATIOI1 NOTE TESTED UNIT MAXIMUM GLASS AREA TESTED APPLIES 70 GLASS TYPES; E. F, .1, • K AND L — SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE' LIMITATIONS OF EACH GLASS TYPE. EXT. :1 INT. FALSE COLONIAL MUNTINS ARE APPLIED W/. W./ SILICONE AND ARE' AVAILABLE. AS ORTIgNAI. eRO01/OTRISVlS13f' es c m mmpIying with U FlorlBa Bsu ding Oode . Accapleocu ItaM�dnn.Il' alb /7 TAY /IS&eitktis a WINDOW HEIGHT YINDDV VID� FULL ROUNIT TTPICAI EIFVATIOI VINDOV HEIGHT VINDDV HEIGH LEG H1'. VINOUS/. vIDTH RECTANGULAR TVPFAI Fl EVAnoN ,riNDOV WGIn: J �Ri��0WF1 FUA I1 WINDOW WIDT H OVAL TYPICAL ELEVATION VIN HErr LEG HT I• • WINDOW VIDTH I-1 I,EI`GFD EYE BROW FLEVATION WINDOW HEIGH • I WINDOW v1DT11' I OUARTFR -ROUND ELFVATION V INOW DTH OCTAGON TYPICAL , EVATION vINDFnr HEIGH WINDOW WIDTH •`I F IPTICAI' TYPrCAI �-L.vAnON ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED $Y INSCRIBING PICTURE WBNOOW SHAPE ,WITHIN A SOUARE OR RECTANGLE, AS SHOW W DOTTED UNES ANP OBTAINING ALLOWABLE LOADS FROM THOSE • SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE ANO SPACING WINDOWS ARE' t.M..LMPAC - - :. MIAMI -DADE COUNTY APPRO.VED�`: SHUTTERS NOT REQUIRED, General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300 -04. THIS PRODUCT . 1S' IMPACT. RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED .AND ANCHORED SO, THAT THE BUILDING RESISTS.' THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING. OFFICIAL. • 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON. ALL" WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINGS ARE -TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE' REVIEWED BY BUILDING OFFICIAL, 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE. LAMINATED GLASS TYPES, AND FOR USE. WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET- #3 FOR GLASS TYPES AND SHEET'. #4 FOR MAX. DESIGN PRESSURES), 8.) WINDOWS WITH GLASS TYPES °B, C, .2, OR G" INSTALLED ABOVE 3012. IN THE HVHZ, THE LG. EXTERIOR LITE .•SHALL'BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC -2010, Sectirn 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 8.) E%T. & INT, FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO W1NDOW INSTALLATION. (SEE SHEET #2.202 DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FRC CHAPTER • 24, • I0.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING PIKED WINDOWS WITH OTHER TYPES OF MIAMI —DADE COUNTY APPROVED PRODUCTS USING A MIAMI —DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM 7HE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET 17 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL /STEEL'IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR 'PLATED AND SHALL MEET THE 2010 FLORIDA- BLDG. CODE. 4 114'S.RS. V/ 1 1/4' MIN. EMBEDMENT INTO VOOD. CSEE ELEVATION AT SHEET IN FOR MAX FASTENER SPACING) INTERJECT FINISH NO7 BY LAVSOM INDUSTRIES, INC. ALL WOOD B TO BE 7OCKS ENGINEERED SEPARAiEL. VIEWED BY BLDG. OFFICIAL CT h33 E INTERIOR Rio 8.KS. 1.1/ 1 1 /S' 141)1. EMBEDMENT INTO V000. CSEE ELEVATION AT SHEET IN FOR MAX FASTENER SPACIN 1' MIN. 0)0743 .P is V000 81A'7CS 1CDNE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS '1/4' 7APF.ON V/ 1 I/4' MIN. ENDED/ENT INTO CONE CSEE ELEVArloN AT SHEET 1■ FOP MAX FASTENER SPACING) WEATHERPROOF MOISTURE BARR BY OTHERS (77P CAL GRAIO RACK BEDDING TO SE APPL)CD BEHIND VINCOV FRAME FLANGE BY INSTALLER MP.) z 1 (/4' MIN. BE I N N�vA�v KN )rvA �NTNMY fatiWaYetK H.t' a�n�'iia»ca 'r STUCCO n0a, METAL LATH NAILED 10 TO DE SP IFI E PLY' ARC ARCHITECT CR IC BE SPECIFIED BY OTHERS) R Fit NOT BY FINISH 0 (7100 NOT BY LAtts @: ./NDI6TRIES "INC • WOOD FRAME NSTALLATION DE'T'AIL EXTERIOR GRADE CAULK EXT. GRADE PERIMETER 04IIA.K).NG NOT 117 'LAWSON INGIUS7RIES', TO BE APPLIED BY OTHERS C77PJ • • • {P¢IdDDW INSTALLATION NOTES: I' MIN. DES MSTA tl14 SAS. V/ 1 1/' /MIN. EMBEDMENT WOOD . (SEE ELEVATION A: SHEET IN FOR MAX FAST •.. SPACING) 0(7. GRADE' CAULK 1/4' TA■CON ■/ MIN. EMBEDM.• INTO .CON (SEE EL s- TION, AT SHEET 3"1 FOR FASTENER SPACING>. P.7 WOOD BUCK 810) By L'Ai70N.INA.. MUST 'SUS ?AIN " "IMPn LOADS ... 7• 4' MIN. EMMED1iOd1 EXTER10R GRADE PERIM0TER CAULKING SILICONE ADHESIVE: BEDDING COMPOUND • EXTERIOR I..7HE WINDOW FRAME FLANGE 70 BE SACK- BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF. FLANGE BY VINDOV INSTALLER .(7TP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME 70 BE SEALED V/ AN APPROVED EXTERIOR -GRADE CAULK BY.DTHERS (TYP.) YI11PGi THE GAP BETWEEN THE WINDOW 1•RA14E AND THE BUCK. OR MASONRY IS LESS THAN 1/8 °, -SR NS ARE NOT REGUIIiED, MAX' SHIM TYP LAMINATED GLASS EX : R10R PER1 -i T' EXT. .GRADE CAULK ANCHORS NOTE: ANCHORS. .70 BE 312 SAS DR VD. SCREWS IMO WOOD, DR TAtEONS or APPROVED CONC. FASTENERS INTO CONE„ WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONE AT 12' D.C. MAX. * 77 1 LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRIPTION I DETAIL • 1 1/8' ANN. -GLASS •V8' HEAT- STRENGHTENED GLASS I 2- 0.090' SAFLEX PV I- SOLUTIA • I ! .. y _,v +•! 3 1/8' ANNEALED.GLASS { =_� -• =' _ 1 ...j MB' ^ -- 1/4' INSULATED AIR SPACE l re= t c - --=— ' d 4 5 0) . 1 /8' ANNEALED 02'TEMPERED GLASS -� - Tj LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRIPTION 1 DETAIL •1 1/8' ANNEALED GLASS• zn6• - == ._. 2 2.092' SAFLEX PVB- SOLUTIA I I . ® - .1/41 n,h- 3 1/8' ANNEALED GLASS ,'"' .- .- .- .. ?pr. = -. -_ 14344- 1 1 :4 MO, - •_ ='-= 4 114' INSULATED AIR SPACE 1 . 1 1 5 (x) 3/16' ANNEALED OR TEMPERED GLASS ..0.119v ..0.119v LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRIPTION DETAIL Ell 1 /8' HE0 ' STRENGHTENED ,GLASS 1/e' 11 ■ ®' Y4 oar B- 0.090' BIBIACITE PVDUPCDJT ITEM 018' HEAT- STRENGHTENED 'GLASS' »� -- 1 ..:.i 346'?_= =;•�, 1 /4' INSULATED AIR SPACE v°'s <c - - - -- 5 (x) 1/9' ANNEALED DR TEMPERED GLASS LAMINATED' INSULATED GLASS COMPOSITION TYPE G- ITEM . '. DESCRIPTION - DETAIL 1. - •V8' HEAT- STRENGHTENED GLASS 3/16• ± .� 2 0 .090'. TACITE PVB- DUPONT� .BU 2 ■ ® 3/r . 3 I /8' HEAT- STRENGHTENED GLASS 1/ 8' HEAT- $TREl4GHTENED GLASS F'7 -= _ 1 ...j MB' ^ -- -. 4 •1/4' INSULATED 'AIR:. SPACE CLASS DESCRIPTION 5 08l 3/16' ANNEALED. AR TEMPERED GLASS Tj , •' LAMINATED .INSULATED . GLASS COMPOSITION TYPE D , may{ DESCRIPTION DETAIL 1 3/16' HEAT- STRENGITENED' GLASS 3/16•, .,. 9', . 2 0.090'. BLITACIT6 AVE- DUPONT; L : ® S/4' v'a ==./..--,..0 _ 690 3 3/16 HEAT- STRENWiTENE3.GLASS • 4 1/4' INSULATLD AIR •SPACE P &3 5 3/16' TEMPERED GLASS. NO't2S: 0.) 'SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. ' ,/.2 -) ''WINDOW$ .B TB .GLASS TYPES '6, C, F, QR. G" INSTALLED ABOVE 30.91'. -IN THE EiYRE, THE LG.. EXTERIOR LITE SHALL BE TEMPERED TO .COMPLY .1 TT' THE SMALL .MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC -2010, Section 2411.3.3.7). 5/18 LAMINATED GLASS COMPOSITION TYPE A BTEM I GLASS DESCP.IPT0 ON 1 II /8' ANNEALED GLASS 2 0490' BU 6AC1TE PVB- DUPONI 3 1/8' ANNEALED GLASS '''" 090 DETAIL — - 1 1 a e ¢340.7- MINATED GLASS COMPOSITIO ' .- TYPE GLASS DESCRIPTION fig DETAIL 1/8' H 2 0.090' BUTACITE PVB- DLIPONT 3 1/8' HEAT- STREI4GMCENED GLASS x090 •� � a390'� 13 /32. " LAMINATED .GLASS COMPOSITION - TYPE E rag GLASS DESCRIPTION J 1 © 0011TAIL. • 1 3/76' HEAT- STRENGHTENED GLASS Do9p,0'J 13'/'1E6 4"-==-"=== • 2 • 0.090' SAFLEX PVB- SOLUTIA - - - t 3 1/ 8' HEAT- $TREl4GHTENED GLASS Wl ^I. 1 9406. — • . ?/18' LAMINATED' GLASS COMPOSITION.- .TYPE .H•. ITEH CLASS DESCRIPTION 1 DETAIL 3/16• Tj 1 3/16' ANNEALED* GLASS .0090' _ 0.46fv 2 ` 0.090' .SAFLEX PVB-'SOLOTiA . . — a =.�L 3 3,16' ANNEALED. GLASS 7/36 LAMINATED GLASS COMPOSITION - TYPE I• -TPEM. GLASS DESCRIPTI004 1 • o DETAIL . . 3✓16 1 3/16' ANNEALED GLASS ..0.119v ..0.119v a4gr ` 2.. 0.090. BUTACITE.PVB- DUPNI O 6 3 3/15 ANNEALED GLASS. ll- 2 , 1 V - 7/16 LAMINATED GLASS CON{ POSITION TYPE V ITEM • GLASS DESCRIPTION r3 DETAIL 1 3/16 "HEAT- S712E14GHTENED GLASS 346'?_= =;•�, 2 '0.090' SUP- DUPONT I34 6e• . . 6' 3 ' 3/16".-MEAT- STRENGHTENED GLASS ...._- �:.'__" -1'o 4. -"`- . 7/16" LAMINATED GLASS COMPOSITION TYPE K CUSS DESCRIPTION 1 81 DETAIL 1 3/164- 14EAT- STRENGHTENED GLASS, 3'16' - -- - Y ya460' AM.. ' 2 0.00' 9`DUTACITE PVB- DUPONT 3/16'-- ---- 3 3/16. °.14EAT- STREN0HTENED GLASS ��•----- _'^-----L.-.: T ^, 0-, ILICONE NEE- IMOREHEAD 'M 5731 _ DOW COR LNG 899 TRELICO SPECTRUM 2 co eo A q LAMINATED MONOLITHIC GLAZING STOP ® CIRCULAR WOWS. LAMINATED MONOLITHIC LAMINATED MONOLITHIC (3 4 C3 GLAZING DEPT -. 0 .600• GLAZING • DEPTH - 0 24 O m 0 3 i LAMINATED MONOLITHIC 'SILICONE ' OPTIONS': DOW .CORNING 899 • SCHNEE- MOR£HEAD 5731 TRENT'S 'SPECTRUM 2 0.600' • GLAZING DEPTH LAMINATED/MONO-L./Tr-LTC GLASS TYPICAL GLAZING DETAIL SILICONE OPTIONS`+ / DOW CEIRNING 899 SCFINEE- MOREHEAD 57S TREMCO SPECTRUM 2 LAMINATED I LAMINATED INSULATED 0.000.- INSULATED 116317.. GLAZING .DEPTH GLAZING DEPTH • LAMINATED /INSULATED GLASS'TYPICAL GLAZING DETAIL pRODUCTRSviSE13 es corePll'ieB wBh4t P . Am0Pl"e8e N0. 'ration Dab !'I &InERUT- o 0999-969 (900~xm °"/Cf V016013 'A3103Y1 '16 06 OSP 2 2228222 2222222222 uwmmmwum mmmmmwmmmmmmmm �mmmm —_-�'�— �mn�mmma2g2�T62Na: . �egn8�c�� ~ mm*wmmmmmmmmmmmmmmm mn2 222222222222222 mi".:"mmn mmmwmm""2 mwmmmmmmm 222222228 BILL OF MATERIALS PART # I QUANTITY I DESCRIPT]ON MATERIAL REMARKS L -4201 4 2 II FRAME HEAD /SILL /JAMB 1 6063 —T6 — L-7708 L 4 1 GLAZING BEAD (5/16" GLASS). 6063 —T6 1 -7708 4 .+ GLAZING BEAD (3/8" & 93/32" GLASS) 6063 -76 4 = L -7708 TRIMMED 4 .4 GLAJ_ING'BEAD (7/16" GLASS) .. . '4 6063—T6 4 -- 5 1 -7711 4 'GLAZING BEAD (5/16" .GLASS—" INSULATED) 6063, -T6 — 6, L -6211 4 GLAZING BEAD (7/16" GLASS — INSULATED) '6063 —T6 — 7 ¢'8 X 3/4" 2/ CORNER ASSEMBLY SCREWS — P.H. PHILLIPS 8 L -4204 AS R£OD. GLAZING BEAD AT CIRCULAR WDWS. 6063 —T5 — VWS -004 AS REOD. AS REDD. GLAZING GASKET GLAZING SIUCONE GLAZING SETTING BLOCK "TruSeot" Duro Seoi Swig gie Spacer SOFT PVC' 1/8" X 1/8" X 1/4" SLACK 1/4" AIR SPACE FRAUE HEAD (1004 11/$144"" M. S°L xi,owc 4 ijIIIjg us Q Z c: EN ■ `�•� 'N.A. I FRqu[ 511t or HERO o p Z 0 6 � W T Q 0 6i + V m d 'Zr . U N d � - I N RECT. OR SOUARE'8,1:18S ' v < ,� TYPICAL CQItNFR CONSTRUCTION • OR MITER CORNERS WINDOW.. FRAME .h XTRUSION DETAILS FRAME RAOIUS•JOINT FRAME END CORNER' 'FIi`AME 'CORNER r& JOINT DETAILS. •. SEALANT: — o' FRAME CORNERS, OR JOINTS .SEALED WITH' •A COLORED .. SEALM4T,.AND 'PERIMETER ..OF GLAZING BEAD WITH CLEAR SILICONE'' FRAME HEAD /SILL /JAMB F^:3T0 GLAZING STOP (5/76' GLASS) PRODUCT - RHV1SSD: ••• Olt complying Rh tinPiurldo- -•• Budging Coati Aeoapla8oe No( EzpiratioA DATA• at7'1S%AAIQ! s • 99034 ! � 850 .0 0 �� SEE .MULLION• APPROVALS fOR 4 MULLION 'PIPE. 52E AND MAX '872 DESIGN PRESSURE • 03TA7IONS.- nP �� - ALUMINUM 'MULLION .379. �. .. J (ALIRiL',On78 :.Mo. IHICK,1 3 GLAZING�STOP 4 - I TTHHE�t T ' MLitt SHALL GOVERN (3/8" & 13/32" GLASS) GLAZING STOP :(7J1'G° .GLASS) 450 f I INTERI.OR; .SEE. MULLION. APPROVALS FOR " • 12 X. 3/4' SAS. MULLIQN TYPE. S{ZE AND MAX 18.80 HEAD, PHILIPS DESIGN PRESSURE LIMITATIONS. AT IC' D.C. MAX INTERIOR • N01E .TNE.LDWEi PRESSURES OF • 1/4' .MAX, THE 811400! DR MULL SHALL 008ERN SHIM 5 INSULATED GLAZING STOP NV, 5/16', LAMINATED GLASS .800 I1' SULATEO 'GLAZING STOP W/ "7/1:6" LAMINATED GLASS NOTE: 1. ALL STEEL iN CONTACT. WITH g046711 A10M. TO SE' PAINTED OR PLATED. ea3„ '2. 0Ei %• STRUCTURES: . G� ... STEEL a °FY 36 8S,A1111 •�Q (STEEL'. 18 CA MIN. Tf'TICT¢ •4,0048"3'; . 8) ALUM/NUM', 8063 -75 `NFIN. ; ". _ N`'• . (AWN!. '0.078" MNL T1•110,1 . -1., . • 0 Vii .1' L;r. ?_^ .o WINDOW •Ff2RUiE PEW SEALANT • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc, 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use -of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Flurricane Zone. DESCRIPTION: S "HS -8700 (Flange Frame)' Aluminum horizontal Sliding Window — APPROVAL DOCUMENT: Drawing No. L8700 -0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: ''Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy ofthis°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. # 11- 0705.10 and consists of this page I and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted -documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY . PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T(786) 315 -2590 F (786) 315 -2599 )v w w, nt i n m i d a d e, aov /u er a/ NOA No. 12-0127.08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMJTTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700 -0901, titled "HS-8700 ]Horizontal Rolling Flange Impact Window ", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by .Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC,,TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 .5), ,Cyclic, Wind Pressure Loading per FBC; TAS 203 -94 6)'Forced Entry Test, per FBC 2411 3.2:1, TAS 202 -94 along with marked -up drawings and installation diagram of .8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4.and.1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI -10 -3048, HETI --10 -3049, HETI- 10- 3049I, HETI -10- 3050, HETI -10 -3051, HETI- 10- 3052B, HETI - 10.3053, HETI -10 -3056, HETI -IQ- 3057, HETI -10 -3130, HETI -10 3131, HETI -10 -3223, HETI -10 -3224, HET -10= 3225, HETI -10 -3226 and HETI -1.0- -3251, dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS. 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5)-Cyclic Wind Pressure Loading per FBC; TAS 203.94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI -08 -2034, HETI 08 - 2035, HETI - 08 - 2036, HETI - 08 - 2037, .HETI - 08 - 2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, all signed and sealed by. Candido F. Font, P. E. (Submitted under previous NOA No. 09- 0706.05) Manue .Pere Product Control Ex mi r NOA No. 12 -0 108 , Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E -1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 13. TESTS (CONTINUED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic. Wind Pressure Loading per FBC, TAS 203 -94 6) Forced. Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3097, FM-3098 and F'TL -3364, dated 12/06/01, 12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figuereda, P. E. (Submitted rsndetp NOA N :' 02- 02.05) C. CALCULATIONS: 1. Anchor verification calculations and-structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Solos, P. E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1, Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring -on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of .no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Series "HS -8700 Flange" Aluminum Horizontal on 09/08/11 and expiring on 04/11/12. E -2 Lawson Industries, Inc. for their Sliding Window - L.M.I., approved Manue. Perez, Product Control Exa in r NOA No. 12 -01, .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 NOTE: 1) REFER TO SH.. ". ILLATION ANCHOR DET. 2) FOR VERTICAL CROSS - SECTION DETAILS "A. Al, 6, & 81" REFER TO „•.S:a' 3) FOR HORIZONTAL CROSS - SECTION DETAINS "C, D, & E" REFER TO SHEET g4 4) REFER 70 SHEET 6 OF I0 FOR DESIGN LOAD CHARTS AND NOTES. XOX -Equal L£Le I). R �a • . -... .' .. -: "w DR DETAILS AND NOTES 2) FOR VERTICAL CROSS-SECT108 DETAILS ;A, Al, R. 4, 23" REFER TO SHEET g8 3) FOR 1008120NTAL CROSS - SECTION DETAILS "D,. &.5" REFER TO 222E8 85 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES General Notes: 1.) THIS WINDOW SYSTEM .LS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2) AND ASTM 3900 -02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRES). 2,) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAI' THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.), AND AS TABULATED ON .SHEETS 4.) ANCHOR CONDITIONS NOT 6 DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A 3222 SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED::' :R USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE- S16EETs 2e,- 7, or. 8),'AND FOR USE WITH DOUBLE GLAZE • LAMINATED INSULATED GI SS TYPES 'TABULATED HEREIN.. (SEE SHEETs #'6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES. `A, 0, OR 0" INSTALLED ABOVE 301-2. IN THE 10VHZ, THE I.G. EXTERIOR LITE SHALL BE 'TEMPERED. ' 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS'''YPES. H.) SEE SHEET 8 FOR OESTG147,PRESSURES ON 10 or OX" WINDOWS. • }0.) 386 SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE XOX" WINDOWS: II.) SEE SHEET 8 FOR DESIGN PRESSURES' ON UN -EQUAL LITE 750X" WINDOWS. 12.)'FOR OPTIONAL FRAME INS7'ALLATIQN DETAILS SEE SHEETS 9, 4, or 9. - 13.) EXT. & INT. FALSE COLONIAL:'MUNTINS ARE OPTIONAL & AND ARE 4221.288 87 SILICONE' 14,) WOOD BUCKS IN 008740T.2TH CONCRETE MUST BE.PREESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 23, 4 & 5 FAR DETAILS .. & NOTES) WOOD BUCKS TO BE' ANCHORED IN COMPLIANCE WITH THE 2007 ESC- CHAPTER 24 SECTION 15;)• APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS - 18.) SEE SHEET 8 5 FOR MULLION /MEAL ATTACHMENT DETAILS, NOTES :& OPTIONS. 172) MIMIC HORIZONTAL $1IDIAC WIND0W5 V(7TH 01)th2 TYPES OF btLAMI -.DADS COUNTY 'APPROVED TYIkD06$ .USING A MIAMI-DADE COUNTS IIPPR0VE0 MULLION 1N BETWEEN ARE ACCEPTABLE BUT THE 1AWER DESIGN PRESSURE FR01( THE WINDOWS OR .MUtt4010 APPROVAL W61.1, APPLY TO THE ENIIRE MULLED SYSTEM. . 18.) ALL METAL /STEEL, IN CONTACT, W1TH "ALUMINUM OR OTHER DLS9IM1L'AR MATERIALS TO. BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. 1) M .. , - t•ti' - 1LATION'ANCHOR DETAILS AND NOTES. 2) -FOR VERTICAL CROSS - SECTION DETAILS "A, 1a.'B.''5 81` REFER TO SHEET 2 ." 3) FOR HORIZONTAL CROSS - SECTION DETAILS 'D. & E° REFER 70 SHEET g5 4) REFER. TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS PRODUCTREVISBD os- co,DDlvhg with theF1. I6a I3 6dutg Cade. Ac`ceptanceNo / - 112 .OS - - EX,io4idDJDate 4%4 l "/7 NNiT. o... Prodaot .,.., INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SDI. (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB • SEE GENERAL NOTE 93 & 94. TEST UNIT SIZE: 111° X 63' INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) ID AT EA. FRAME 503.' (14 AT FRAME SILL IF DP. ABOVE 70.0). (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE 93 & 94. 1algr 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME VIDTH VO ADDITIONAL ANCHORS WIRED AT MEETING RAILS 7l 1172 WITH M ROVE 41) MC4L 5. Au. cc0LNERS/ I M0 . 0.40. Width 24 3/8° •1/ V O C ANCHOR NDTFC 1 L SAME Ate. SPACING AT HEAD 6_$71.1\ 2 7V0 ADDITIONAL ANCHORS REQUIRED / N5_AR.EFAAPPLIED :V k7 MEETING RAILS FOR UNITS VI711 V/. SILICONE AND ARE DP ABOVE •70PSF / - 75737 <4 TOTAL) AVAILABLE -AS OPTIONAL. LNpS7F��'�V XOX" WINDOW 'EQUAL. LIT B. SEE anotzl NTAL CROSS-SECTION DETAILS A.0, D B6 E. SI" AZ. SHEET AT SHEET 02 `3 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME VID7H 71/0 .ADDITIONAL- ANCHORS — REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVEJ 70TAL9 TEST UNIT SIZE: 14" X 63' INS0413ATI064 FASTENERS• (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 6 AT EA. FRAME 8I1.1. (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE 93 & 94. 13 1/4. O.C. .41111b tt!) D.L.0 814 24 3/8', 1I ANCHOR ,017£6 ( I I I i I I .: I L SAME ANCHOR SPACING AT READ 6 SILL EXT. 6 INT. FALSE COLONIAL MUNTDS ARE 2 TVO ADDMID AL ANCHORS REQUIRED AT / {/ APPLIED0PE ISIL =CONE AND ARE MEETING RAILS {OR UNITS VFTH DP ABOVE .)0PSF / - 73737 (4 TOTAL) I "XOX" WINDOW -- UN —EQUAL LITE L. SEE VERTICAL CROSS - 0707108 DETAILS 'A. AL 3. 6 Or AT SHEET 03 E. SEE HORIZONTAL CROSS - SECTION DETAILS T. 0, 1 E. AT SHEET NB 1/4' 00. 101115 13 1/4• INC. 13 V4' O.C. 74' OVERALL FRAME WIDTH . 73' INTERIOR FRAME WIDTH WO ADDITIONAL ANCHORS REQUIRED A7 MEETING RAILS UNITS VI78 DP ABOVE OPSF (4 TOTAL) 13 1/4. OG �iCHORNOTF L SANE AA' R SPACING AT HEAD 6 SIL\ 2. TVD MEETING RA11 ANCHORS REQUIRED AT MEETING RAUS FOR UNITS VITH OP ABOVE *7- 70757' (4 TOTAU "XO" WINDOW EQUAL LITE, RUM ( "OX' REVERSED ) 1. SEE VERTICAL CROSS- SEC710N DETAILS 'A. AL 0, 6 D1' A7- SHEET (3 2 SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, 6 E. AT SHEET 04 EXT. 6'INT. FALSE 00 17.1141 MUNTI ARE APPLIED V/ AVAILABLE AS OPTIMAL. SERIES -8700 HORIZONTAL .SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PRODUCT REVISED as complying wilO the Florida Bonding Code Acoopom 0 N0 A .O 340500NO0 Del0 4 /Inna • BY 41 Miami • - PiOd¢dt ,, . 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC (SEE ELEVATION AT SHEET FOR MAX FASTENER SPAC 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON NDUSTRIES, INC. E* i A$y$ 4 • 1 1/4' MIN. :•A EMBEDMENT- • 4. d 4. II a f a v A: • 914 S.M.S. V/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 02 FOR MAX FASTENER SPACING> EXTERIOR GRADE PERIMETER CAULKING x - = u = i EXTERIOR • y uX AS P4 J f• AJJ e ce 3 c z z g 3 MAX MOM SPACE CTYP.) EXT. DRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO HE APPLIED BY OTHERS (TYP> I /4' MAX. SHIM SPACE CLEAR SILICONE ADHESIVE BEDDING COMPOUND EXTERIOR INTERIOR INTERIOR LAMINATED GLASS ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS 414, #5, & #6. .. WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES; • 1. THE WINDOW FRAME FLANGE TO BE BACK- BEDDED W AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER CIF FLANGE BY WINDOW INSTALLER (TYP> 2. TIE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW MAAME AND THE BUCK OR MASONRY IS LESS THAN 1/8'. SHIMS ARE NOT REQUIRED. EXTERIOR GRADE PERIMETER CAULKING 4 4 • 4 �q .. 4 . 4 4 • . 4 4 1 1 1/8 A ' MIN. . EDGE DISTANEI OPTIONAL SILL INSTALLATION DETAI1, AT "XO or OX' 1/4' MAX. o a. SHIN SPACE (TYP..) 1 1/4' MIN. •• EMBEDMENT ,a_ ANCHORS NO h. ANCHORS TO BE 012 SMS 05 WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CLINIC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT BcomQlYin8W theReside Dm'1d* g Code Expixadan Dais ,_ 1Ifid : AcceptanceNan. By Malan 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) 014 S.M.S. W/ I 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 02 FOR MAX FASTENER SPACING) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 8 TO BE REVIEWED BY .BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (MOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM LAMINATED GLASS 1' MIN. EDGE DISTANCE .PT. WOOD BUCKS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR I /4' MAX SHIM SPACE (TIP.) 00 —a ZQ 3 z 0 U n F - z 1 h. 4 1 1/4' MIN. EM 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CANC. .(SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) EXTERIOR WALL FINISH BY ;OTHERS (TYP.) 0 1 1 cy . EXTERIOR. STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. (BADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM' AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. EXT. GRADE CAULK 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK - BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER DF THE WINDOW FRAM TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE HULK OR LIASONRY IS LESS THAN 1/0'. SHIM ARE NOT REQUIRED. ANCHORS NOTE; ANCHORS' TO BE 212 SMS OR WA SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRE PRODUCT REVISED re complylug with the Flarlda Bo2dingCode Acceptance No ExpikatlanDate S 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1/4• MAX "-- -SHIM SPACE cm) CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND LAMINATED GLASS T. WOOD RUCKS EXTERIOR 1/4• MAX.. SHIM SPACE cTYP.) 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET 42 OR MAX. FASTENER SPACING) 11/4' MIN. EMBEDMENTT 1 1/8' MIN. EDGE DISTANCE 0 0 0 1 EXT. GRADE CA'JLK EXT. GRADE E CAULK WINDOW INSTALLATION NOTES; 1. THE VINDOV FRAME FLANGE TO BE BACK- BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE VINDDV FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 12 LESS THAN 1/8', SHIMS ARE NOT REQUDtED. ANCHORS NOTE; ANCHORS TO BE 412 SNIS OR WD. SCREWS INTO WOOD, OR 1 /4'.TAPCONS or APPROVED CONC. FASTENERS INTO GONG, WITH A MINIMUM OF 1 I/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) WINDOV FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH °XOX" WINDOW EQUAL AND UN —EQUAL LITE PRODUCrREVISBD a��pl with the Florida Acceptance No Data By Miami 65.0 65.0 65.0 65.0 65.0 65.0 650 WINDOW Jamb WIDTH HEIGHT Anchors 24 36 48 0 24 36 48 0 72 24 24 24 24 24 24 36 36 36 36 36 # H&S Anchors + psf DESIGN LOAD CAPACITY (PSF) - OX or XD WhVDOWS Glass T "A" *2 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 0 0 0 0 0 • • A 0 0 0 0 0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 60 24 36 48 4 6 0 48 60 5 0 26 74 74 •:r 58 63 63 63 Notes 0 0 0 65.0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 65.0 65.0 65.0 65.0 65.0 [ 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 Glass T "B" *2 + psf - psf :4 • 65.0 +/. Pressures (psf) Glass Ti••= "C" *2 PSf + psf R • 65.0 a• • 65.0 65.0 65.0 ( 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65:0 65.0 65.0 65.0 66.0 ' ( 0 0 0 0 0 0 0 6 0 0 8 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70,0 70.0 - 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Glass T "0" 2 +Psf -psf 7a • 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Glass T •. + psf 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 "E" (* 3) • - psf 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 :11 Glass T . "6" (* 3) + psf -psf 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 55.0 65.0 -65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 1.) SEE SHEER 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD Slid. USED ON WINDOWS - WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A, B. C. & D°) 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES °E, & f AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD Sc SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES °A, C. OR G- INSTALLED ABOVE 3OFT. IN THE 51452. THE LG. EXTERIOR LITE SHALL BE TEMPERED. 70.0 70.0 70.0 • 70.0 • 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0. 70.0 - 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 rx• 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 • • 7a0 7a • 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 :R • 80.0 80.0 80.0 80.0 80.0 80.0 : R • :11 :• • 80.0 WINDOWS AND 80.0 80.0 :R• :/1 7a • 7a • • • 7a , 1 70.0 :• • • 7a , 80.0 1 • 1 • • 7a , 7a 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 . 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0. 80.0 80.0'. 80.0 80.0 80.0 :11 80:0 80.0 80 i 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 MANUFACTURER OF QUALITY ALUMINUM 0 0 0 80.0 80.0 ILL RISER - OPTIONAL APPLIED VITH SILICONE FOR DP ABOVE +70.0 PSF ( +80.0 DP MAX.) FRAME SIZE # Jamb WIDTH HEIGHT Anchors 60 72 84 96 108 60 72 84 96 108 60 72 84 24 24 24 24 24 36 36 36 36 36 48 48 # H'& S Anchors Glass Type "B" (* 2) +psf -psf 3 7 80.0 80.0 48 96 48 108 60 72 84 96 108 74 74 74 74 74 48 60 60 60 60 60 26 38.375 50.625 79.5 79.5 79.5 79.5 58 63 26 38.375 50.625 58 3 3 3 3 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 3 3 4 5 5 3 4 7 8 10 11 7 7 8 10 11 7 7 8 80.0 80.0 80.0 80.0 80.0 80:0 80.0 80.0 80.0 80.0 80.0 80.0 700 75.0 70.0 75.0 DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un Equa! Lite (1/4- 1/2 -1 /4) +I- Pressures f) Glass Type "C" (* 2j Glass Type "D" (* 2) Glass Type "E" ('t 3) + psf -psf +psf - psf + psf - psf 80.0 80.0 65.0 75.0 65.0 75.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 75.0 75.0 75.0 75.0 65.0 65:0 65.0 65.0 75.0 75.0 Glass Ty e "F" (' 3) Glass Type "G" (* 2) + psf 1 - psf + psf - psf 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 80.0 80.0 80.0 80.0 66.0 65.0 65.0 75.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 80.0 80.0 65.0 75.0 65.0 75.0 75.0 52.0 52.0 52.0 65.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 65.0 75.0 70.0 75.0 52.0 52.0 65.0 65.0 75.0 65.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 ...65.0 70.0 75.0 65.0 10 11 7 52.0 52.0 52.0 52.0 65.0 .: 65.0 75.0 75.0 '75.0 75.0 75.0 75.0 75.0 65.0 75.0 65.0 75.0 65.0 65 0 75.0 75.0 52.0 52.0 52.0 - 52.0 52.0 52.0 65.0 75.0 52.0 65.0 75.0 52.0 52.0 65.0 65.0 52.0 65.0 65.0 52.0 52.0 65.0 75.0. 75.0 75.0 75.0 52:0 52.0 65.0 7 8 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 75.0 65 0 75.0 75.0 52.0 52.0 52.0 65.0 75.0 65 0 75.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 10 11 7 7 7 520 52.0 65.0 52.0 52.0 52.0 52.0 - 65.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65 0 52.0 52.0 65.0 65 75.0 52.0 52.0 65.0 75.0 75.0 80.0 80.0 80.0 80.0 70.0 75.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 75.0 52.0 65.0 75.0 80.0 80.0 65.0 52.0 70.0 75.0 65.0 75.0 75.0 65:0 65.0 75.0 52.0 52.0 j 65.0 52.0 65.0 7 7 9 9 52.0 52.0 75.0 52.0 52.0 65.0 65.0 75:0 65.0 75.0 75.0 65 0 52.0 52.0 65.0 75.0 4 9 52.0 52.0 65.0 79.5 63 + 106.25 i" 1 0520 T 38.37 1 VO.G 106.25 106.25 111 111 111 • 111 DU (71 58 63 26 38.375 50.625 58 5 5 3 4 4 5 5 3 4 4 5 5 9 9 11 11 11 52.0 520 52.0 52.0 52.0 52.0 65..0 52.0 65.0 52.0 65.0 52.0 52.0 65.0 75.0 75.0 '75.0 75.0 75.0 65.0 65.0 65 0 65.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 75.0 75.0 52.0 65.0 75.0 52.0 52 0 75.0 650 65.0 75.0 75.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 11 11 11 11 52.0 52.0 65:0 65.0 75.0 650 75.0 52.0 520 65.0 65.0 75.0 75.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 650 75.0 75.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 52.0 52.0 52.0 52.0 52.0 52:0 52.0 52.0 520 11 11. 11 65.0 65.0 65.0 65.0 75.0 75.0'. 75.0 75.0 65.0 ` _. 75.0 65.0 " 75.0 65.0 65.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 ' 52.0 65.0 75.0 Notes (*): 1) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SRL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C. & DD 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F°) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.)` WINDOWS WITH GLASS TYPES A. C. OR G" INSTALLED ABOVE 30F7. IN THE HVH2, THE LG. EXTERIOR LITE SHAM. BE TEMPERED. I? // /%/ // i.%'/ // ! ` , /./, I Ifn -Equal Lite .ODUCTREVISED complying with Eta Flotide x Co No 2- i 1 O$ Exp aeon Date e:i< 7FeTi/..i�7 i 65.0 65.0 65.0 65.0 75:0 75.0 75.0 75.0 75.0 SILL RISER - OPTIONAL APPLIED VITH SILICONE FOR DP ABGVE +70.0 PSF (+90.0 DP MAX.) 1 i as DESIGN LOAD CAPACITY (PSP) • XOX WINDOWS with Equal Lite (113- 1/34/3) HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW DESIGN LOAD CHART MTH CLASS OPTIONS (X0X UN -EQUAL LITE) - +/ - Pressures (psi) - FRAME SIZE # Jamb Anchors # H & S Glass Type "8" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E'• (* 3)1 Glass Type "F" 3) Glass Type WIDTH HEIGHT . Anchors + psf - psf + psf - psf + psf - psf + psf - psi + psf (* °psi +Psi G" (* 2) - psf m 1 s '. J - 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0. 65.0 75.0 . 52.0 52.0 . . 65.0 75.0 72 24 3 9 • . 80.0 80.0 80.0 , 80.0. 65.0 75.0 65.0 . 75,0 52.0 52.0 65.0 . 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65,0 75.0 65.0 75.0 52.0 52.0 65.0. 75.0 60 36 . 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0. 75.0 .52.0 52.0 65.0 75.0 84 36. 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 85C • MEI PH :UMINUM WW 60 `8 . 4 7 - - 52.0 520 • 65.0 75.0 65.0. 75.0 52.0. 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0' 65.0 .. 75.0 65.0 . 75,0. 52.0. 52.0 65.0 75.0 84 48 4 9 - - 52.0 520= 65.0 75.0 65, 0 75.0 52.0 52. D 65.0 75.0. 60 60 5 7 - - 52.0 520 . 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 72 60 5 9 - - 52.0 52.0:~. 65.0 75.0 65.0 75.0 52.0. 52.0 65.0 75.0 84 60 5 - 9 - - - 52.0 52.0 65.0 75.0 65.0 . .75,0 52.0 - 52.0 65.0 75.0 53.125 26 3. 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0. 53.125 50.625 4 6 70.0' 75.0. 70:0 75.0 ' 65.0 75.0 _65.0 75.0 520. 52.0 65.0 75.0 53.125 58 5 6 - - 52.0 ' 52.0. - 65.0 75.0 65.0 75.0 52.0 . '52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 _. 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0. 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - • - 52.0 52.0 65.0 75.0 65.0 75.0 :520 52.0 65.0 . 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 .. 75.0.. 52.0 .52.0 65.0 75.0 74 74 58 63 5 5 9 9 . - - - - 52.0 52.0 52.0 52.0. 65.0 65.0 75.0. 75.0 65.0 65.0 .75.0 75.0. 52.0 . 52.0 52.0 520 65.0 65:0 • 75.0 750 5 2 o 1 aG -i 10 j` - I 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 . 75.0 5 20. 520 65.0 75.0 I 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 . 75.0 52.0 52.0 ' 65.0 75.0 79.5.. 50.625 4 9 - - 520. 520 65.0 75.0 . 65.0. 75.0 . 52.0 52.0. 65.0 75.8 0 z k 79:5 58 5 9 - - 520 . 520 65.0 75.0. _65.0. 75.0 52.0 52.0 65.0 79.5 63 5 . 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 .75.0 1 75.0 I 84 26 3 9 70.0 75,0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 . I 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0. . 65.0 . 75.0 . 52.0 52.0 65.0 75.0.. 84 50.625 -4 ' 9 - - 520 520 65.0 75.0 . 65.0 75.0 52.8 . 52.0 65.0 jaa 75.0 84 58 5' 9 - - 52.0 52.0 65.0 . 75.0 65.0 . 75.0 52,0 52.0 65.0 I 75.0. j 5 9 - - 520 52.0 65.0 75.0 65.0 . 75.0 52.0 52.0 65.0 75.0 1 _ 'a,,1 `�,v%` s 0.... •'•••• - ��4 ei� s � Notes (*): 1.) SEE MEET 9 FOR GLAZING TYPES, DErADS & SILICONE OPTIONS. \\ :\ \\ •. \ \• \ \• \ . •-k`: /' it" -j; /: •f, PRODUCT REVISED as c�mtplwith d Florida 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GIASSTYPES �A, B, C, & D-) 3.) SILL W1TH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & f AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES A, C, OR 0" INSTALLED ABOVE SOFT. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE - ,, O� Acceptance No i is �� motion , j Dy .d. ".-4 ‘it ". • P`O�dI 1 �` -, - _ \� SELL RISER - OPTIONAL T 20 APPLIED WITH SILICONE 1 FOR DP ABOVE +700 PSF 1 • ( +80.0 DP MAX.) / r `3~'�,� t.. -�< �R�1 °. `� i` v °• ��. - '�'•• aao -' '9g r a CI ` "- ♦ TEMPERED. • .Kali -$auaf Mg' .... '. .. a 8 x TRO PRO 0' a • a a 1 z i1 1 a 5 z m 2 r wigtt,,�� iA A fiif (,� N «f'I t,� (n�� O d m' v Z Nu IA A W 1y of N N If�� N N W V In N A tJ N u ' p .D CO V N CA A W N '� u ty S. ■ •i ly A a A I 1 - T1L r ry2 �p 1 N Ci S' Y l") N , I j wS' f 1.• N � �''°°Zg- I yW !1 r 1 V § 3GG`SoiA53 gg VQQ! r 71 1 N �Vn ,� +1 • r N aI .� r r 1 00 m "get,,1�'SsS$ r r I W r r v r• r 'yV r r' 1 1 w Ili u1 a ,yN !a a.a N N 4 b N O N' x IV :. W u u ry ..- x A N N x N r .. fU N y N A pAI ,., y D A PAl m D yy A M m >> ,+Np. fn IR yy yy A N (� m COLONIAL FALSE MUNTN JOINT SEALANT (e El y r r pa VENT SWEEP LATCH FRAME' SILL ANCHOR CLIP ~ (f'�� to P 1:x e" rry A g i g OPEN CELL FOAM PAD . 1 [ w m< r E � 'i ° yy s1 Ec 55 g9 PILE @ GLAZING BEAD SILL RISER ADAPTER If FIN SEAL WEATHERSTRIP FIN SEAL WEATHERSTRIP GLAZING BEAD < INSULATED) VINYL BULB FIN SEAL VEATHERSTRIP FRAME SILL RETAINING CLIP CRAZING BEAD t 3/8' ) '� VENT TOP /BOTTOM RAIL FRAME VENT JAMB IFRAME SILL FRAME FXB. JAMB $ v ts1 ai Ei DIE CAST METAL I I 6063 —TS ALUMINUM It ri2 x RI : M W x N , Y a • y N N ZZ.. A O fQ o ' 'v9i'iig.g4 P 8o P IFS' d, z b_ p P0 fJ m. -li .a x r - . s D, L it :1 W• t D x x . 1/4' DIA. BULB #3033 .187' w z .230' h #8 X 3/4' P.H. PHILLIPS 814 SMS F.H. /PHIL. P W w N N > a €g a Es 16063 —T6 ALUMINUM 6063 —T5 ALUMINUM N lJb• tJ I.tl N N Fa �° agi Si' $ P P W W N N I ra- ;gCsgz¢gq i l T W lJ 1 P T g g i i p` W IP 3i LL OF MATERIALS Na chsn8t ah! sheet A 5225 • ,• 2 A E OF a: W � 71t 8w . N. ERAZO Dots 0 09 4 �oo °° mo eRAZO 01/26/12 fa Da. r R.wa,, i Stahl DATE p�'DAi -ea,. WS (11V1:›'C7:3•I'F2Ims, INc.) 8501 N.W. 90 ST. MEOLEY, FLORIDA. 33166 PH No. (305) 696 -8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS SERIES -8700 HORIZONTALL ROLLING FLANGE IMPACT WINDOW GLAZING DETAILS, MULLION DETAILS & BILL OF MATERIALS Product 00.020. 00s0.et thasetn, Nwa6m DfuW ° '" L8700-0901 9 OF 10 VENT INTERLOCK RAIL L -7705 FRAME ?DIED JAMB L -7701 .756 1 962 2451 . FRAME. VENT JAMB' . . L -13703 ' 2443 FDCED MEETING RAIL L -7704 SILL TRACK L -8702 5.eflcp33 SILL RETAINING CLIP L -8705 1.466 L JRANE Jam • FRAME TOP CORNER VENT MP WI FRAME NEwD FRnvi' .666 mss NE:1912 RA« VENT SPRING LATCH . L -7539 962 FRA1E 20 * 12.31 VENT TOP /BOTTOM RAIL L -7707 • vEnrr4 FRAME SILL / M•FTINC RAII VENT BOTTOM CORNER FRAME & SASH CORNER ASSEMBLY DETAILS VENT JAMB RAIL L -7708 SILL ANCHOR CLIP L -8830 GLAZING BEAD L -7708 11 GLAZING BEAD L -7711 SILL RISER ADAPTER L -8708 0 1 1 0 O U 0 M Ls1 F z, • 63 Z • a m o zz ao oU E~ � N O a o O a O C m rn 3 a qao 0 0 0 0 oo 1 1 1 1 Date: r1 114 LW- 4984 Courtland Loop Winter Springs, Fl 32708 (407) 402 -4821 / (407) 889- 9193.fax To: County Code Compliance and Municipalities Dear Officer, Please be advised that rtk ~Irk� , is an active member in full compliance with Impact Technology Shutter Group, and is authorized to use and manufacture our products that are approved in Florida Building Code drawing 094T1 -0001, FL # 12549 -R4 under the Florida Building Code currently enforced, If you have any questions regarding this matter, please feel free to contact me at 786- 367 -8740. Respectfully, ae Nick Tarantino President Impact Technology Shutter Group February 22, 2012 Application Number: FLB Project Number: Product Manufacturer: Manufacturer Address: G INEEfING PP SS' A FRANK L. BENNARDO, P.E., INC. INNOVATION Product Evaluation Report FL'12549 -R4 09 -ITI -0001 Impact Technology, Inc. 7860 West 251h Avenue Hialeah, FL 33016 Product Name & Description: Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #09 -ITI -0001 titled "Accordion Shutter with Aluminum or Polycarbonate Blades ", sheets 1 -11, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report: • TEST REPORTS Uniform static structural performance has been tested on aluminum and polycarbonate blades in accordance with ASTM E330 -02 / TAS 202 test standards per test report(s) #07 -013 TAS, 09- 001TAS, 09 -001 ASTM, 09 -018, and 09 -021 by Construction Testing Corporation (CTC), as well as test report(s) #AD -11 -001 by Blackwater Testing Inc. Large missile impact resistance and cyclic loading performance have been tested on aluminum and polycarbonate blades in accordance with ASTM E1886 -05 & E1996 -05 / TAS 201 & 203 test standards per test report(s) #07 -013 TAS, 09- 001TAS, 09 -001 ASTM, 09 -018, and 09 -021 by Construction Testing Corporation (CTC), as well as test report(s) #AD -11 -001 by Blackwater Testing Inc. Polycarbonate material has been tested and approved under Miami -Dade County Notice of Acceptance #08-0305.02. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and /or rational analysis to qualify the following design criteria: 1. Minimum Glass Separation 2. Anchor Spacing Original cpgirreeNstSql Valid for P Fank. Bennarlo, P. #o• g. 04651 -4 A. #9,5 160 SW 12TH AVENUE #106 DEERFIELD BEACIT,. PHONE: 954- 354 -0660 FAX: 954 - 354 -'f WWW.ENGEXP.COM J4g2:.••��'� NAL �N ''H* t t t! ±•'''.'••• ENGINEERING EXPRESS' Impact Technology, Inc. — Accordion Shutter February 22, 2012 Page 2 of 2 3. Maximum Allowable'Size/Pressure Combinations 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of this product. Impact Resistance: . Large / Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (Le. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site - specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954- 354 -0660 FAX: 954 - 354 -0443 WWW.ENGEXP.COM http : / /www.floridabuilding.org/pr /pr app_dtl.aspx7paara wGEVXQwtDgvG4Aty8UaHdKcn /TufHQSTcT /Axcf4oXy /Xt02Ewhyw= FbridA pima. Busj!nes Protessiba Regulation BCLS Home I Log In 1 User Regtstratbn Hot lbpics Submit Surcharge 1 Stats & Facts ! Publications t FBC Staff I BCIS Site Map I Unks Search I U a rd AcIpet'q, Ar3illatir5417, 1 of 2 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Lkt > AppOwtIon Detaf FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Impact Technology, Inc. Address/Phone/Email. Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Erriai l 7860 West 25 Avenue Hialeah, FL 33016 (305) 773-0020 impacttechnologyinc @yahoo.com Frank Bennardo frank @engexp.com Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Flprida Profession& Engineer ! Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed frank L. Bennardo, P.E. the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2014 Validated By Vladimir Knezevich Validation Checklist - Hardcopy Received rE- 0046549 National Accreditation & Management Institute, Certificate of Independence FL12549 R4 COI Cert Indep.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certifled By Florida Licensed Professional Engineer or Architect FL12549 R4 Equiv Equiv std.pdf , http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx7 parsm= wGEVXQwtDgvG4Aty8UaHdKcn /TufldQSTcT /Axcf4oXy /Xt02Ewhyw= Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of P 02/24/2012 02/24/2012 02/29/2012 •04/03/2012 Next' Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida Is an AA /EEO employer. Coovriaht 2007 -2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, a -mall addresses are public records. If you do not want your a -mall address released In response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteKmdborstate.8.us. Product Approval Accepts: 2 of 2 FL # Model, Number or Name Description 125 Accordion Shutter Accordion Shutter with Aluminum or Polycarbonate Blades imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Reference installation instructions for additional limitations of use. Installation Instructions FL12549 R4 II Dwci.pdf Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports FL12549 R4 AE Eval Rpt.pdf Created by Independent Third Party: Yes Next' Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida Is an AA /EEO employer. Coovriaht 2007 -2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, a -mall addresses are public records. If you do not want your a -mall address released In response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteKmdborstate.8.us. Product Approval Accepts: 2 of 2 ACCORDION SHUTTER. WITH ALUMINUM OR POLYCARBONATE BLADES BOTTOM MOUNT L AS REQ'D `ACCORDION BLADES MAY BE ALUMINUM, POLYCARBONATE, OR A COMBINATION OF BOTH C) 1 1 TYPICAL ELEVATION N.T.S. EXTERIOR ELEV WORIZZ SECT. ALLOWABLE SPAN SCHEDULE SLAT SPAN WIDTH UNLIMITED TOP MOUNT 'MOUNTING AS REQ'D ISECTIONS STANDARD BLADES ONLY B N 6 51 n WINDOW BLADES OR STANDARD/ WINDOW BLADE COMBINATION" SHUTTER WITH STANDARD BLADES AND ONE SINGLE WINDOW BLADE- 72° + 1528 PSF -182.8 PSF +75.0 PSF -75.0 PSF +83.6 PSF - 83.6 P57 +424 PSF .62.4 PSF 80' +117.5 PSF • 117.8 PSF +78.0 PSF - 76.0 PSF +63.8 PSF • 83.6 PSF +42.4 PSF - 62.4 PSF i I 11 +100.6 PSF • 100.5 PSF +76.0 PSF - 75.0'�jPPSSS1' + 83.5 PSF .93.6 P8F +42.4 PSF .82.4 PSF 144" +422 PSF • 782 PSF f/ 144` +424 PSF • j/� �� j% / /// // /�� +424 PSF .824 PSF 1 \ BOTTOM MOUNT L AS REQ'D `ACCORDION BLADES MAY BE ALUMINUM, POLYCARBONATE, OR A COMBINATION OF BOTH C) 1 1 TYPICAL ELEVATION N.T.S. EXTERIOR ELEV WORIZZ SECT. ALLOWABLE SPAN SCHEDULE SLAT SPAN MAXIMUM ALLOWABLE DESIGN PRESSURES STANDARD BLADES ONLY UGH1WEIGHT BLADES OR UOHTWEIOH17WWNDOW BLADE COMBINATION` WINDOW BLADES OR STANDARD/ WINDOW BLADE COMBINATION" SHUTTER WITH STANDARD BLADES AND ONE SINGLE WINDOW BLADE- 72° + 1528 PSF -182.8 PSF +75.0 PSF -75.0 PSF +83.6 PSF - 83.6 P57 +424 PSF .62.4 PSF 80' +117.5 PSF • 117.8 PSF +78.0 PSF - 76.0 PSF +63.8 PSF • 83.6 PSF +42.4 PSF - 62.4 PSF 108` +100.6 PSF • 100.5 PSF +76.0 PSF - 75.0'�jPPSSS1' + 83.5 PSF .93.6 P8F +42.4 PSF .82.4 PSF 144" +422 PSF • 782 PSF f/ 144` +424 PSF •824 PSF j/� �� j% / /// // /�� +424 PSF .824 PSF 182• +28.8 PSF I -41.8 PSF +26.8 PSF -41.8 PSF SPAN SCHEDULE NOTES: 1. PRESSURES SHOWN IN 'ALLOWABLE SPAN SCHEDULE' ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 2. APPLICABLE FOR INSTALLATIONS UTILIZING ONE OR MORE WINDOW BLADES. 3. ** ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE 51AT, AND THE REMAINDER OF BLADES STANDARD. MINIMUM GLASS SEPARATION SPAN LESS THAN: 7T or STANDARD BLADES ONLY INSTALLATIONS 30 ABOVE GRADE OR LESS 1.88' 213' 288' 3.83' INSTALLATIONS MORE THAN 30 ABOVE GRADE 213` 276' 3.00' LIGHTWEIGHT BLADES OR LIGHIWEIGHTA4BNDOW BLADE COMBINATION" INSTALLATIONS 30' ABOVE GRADE OR LESS INSTALLATIONS MORE THAN 30' ABOVE GRADE 280` 2.50' 260' 2.50' 260' 2.50' WINDOW BLADES OR STANDARD/ WINDOW BLADE COMBINATION' INSTALLATIONS 30 ABOVE GRADE OR LESS INSTALLATIONS MORE THAN 30 ABOVE GRADE 263` 2.63' 2.63" 2.83' 263' 2.83' SHUTTER WITH STANDARD BLADES AND ONE SINGLE WINDOW BLADE- INSTALLATIONS 30' ABOVE GRADE OR LESS 144' 4.50' 3.00' 187 4.50- 3.00' GLASS SEPARATION SCHEDULE NOTES: /7/ /i %�%% %/!!%/ 4.50- 4.80' 4.50' 4.50' 4.50' 4.50' 1. SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON 1148 INTERIOR SIDE OF THE SHUTTER WHICH MAY BE THE BLADE CENTERMATE, OR LOCKING DEVICE. 2. . APPLICABLE FOR INSTALLATIONS UTILIZING ONE OR MORE WINDOW BLADES. 3. ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT AND THE REMAINDER OF BLADES ALUMINUM. 4. GLASS SEPARATION I5 REQUIRED ONLY WITHIN 171E HVHZ, ASTM WIND ZONE 4, OR ESSENTIAL FACILITIES. INSTALLATIONS MORE THAN 30 ABOVE GRADE 100' 3.0 3.00' 3.00° 3.00' 3.00' GENERAL NOTES 1 OR USE //�WITHIN AND OUTSIDE THE HIGEH V DESIGNED NE PER TA5 201 20 / 203 AND �M E 330 / E 1886E 1996. WING CODE, 2. 740 33-1/3 INCREASE IN ALALLOWABLE LGN�SS .HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, WIND LOAD DURATION FACTOR A =1.G HAS 3. POSmVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH 11-15S SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN TH ACCORDANCE 010 FLORIDA BUILDING GOVERNING CODE. BE LESS THAN 074 REQUIREMENTS TO THE PEOOSITNE OR NEEGATO'RN DESIGN PRESSUR7E 1�ACITY VV�ESiLISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. ALL POLYCARBONATE PANELS SHALL BE EXTRUDED WITH THICKNESS 1=0.090' AND SHALL BE FABRICATED FROM 100% SABIC INNOVATIVE PLASTICS THERMOPLASTIC POLYMER LEXAN SHEET *XL10 2UV (UV STABILIZED), AS APPROVED UNDER MIAMI -DADS COUNTY NOTICE OF ACCEPTANCE *08- 0305.02. 6. FROM 8 CCODETAILED DE RILED HEREIN A LICEENSED NOT PROVIDE OR FOREG STEERED FOR HI STECT SHALL PREPARE SITE CONDITIONS E SPECIFIC CUM�ENT�S FOR 7. PERMIT HOLDER SHALL E DOCUMENT. OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 8. ALL EXTRUSIONS SHALL BE 6063 -16 ALUMINUM ALLOY UNLESS NOTED OTHERWISE. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: IMPACT TECHNOLOGY, INC HIALEAH, FL TA5 201, 202 203 MISSILE LEVt=1. D - A5TM 8330, 61886, 61996 FBC THIS IS THE MINIMUM LABEL INFORMATION ACTUAL PRODUCT LABELS SHA COMPLY WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE PROVISIONS FOR THE SHALL COMPLY HIGH VELOCITY HURRICANE ZONE (HVHZ . 10. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTA 11. AU. BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16'g OR 1/4 °0 POP RIVETS SHALL BE 5056 -H32 ALUMINUM ALLOY OR STRONGER. 12. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. 13. WALL HEADERS *10, 13, 38 AND 39 AS SHOWN HEREIN MAY BE MOUNTED ON THE INTERIOR OR EXTERIOR OF AN OPENING. 1 T2 st 1 1 09 -I11-0001 SCAM 104 p8Ge 856085P1I094 R POLYCARBONATE. CONNECTIO TO ALUM KNUCKLES REINFORCED W/ FULLER RF CURABLE POLYURETHANE GLUE (TYP.) OPTIONAL HANDLE 0.070' 0.066" 0.100° 4° HERMAPHRODITIC WINDOW BLADE CENTERMATE 3 N.T.S. 6063-T6 f.--1 13/16 ° ---I T 0.073" 0.065" • 0.036' 0.065° 0.073° m OMALE CENTERMATE FEMALE CENTERMATE 6063 -T6 O N.T.S. 6063-T6 f---1 13/16' ---1 .57 T6 0.572 BLAD ER 50 OFLAT STARTER BLADE N.T.S. 6063 -T6 0.058" 1-45/8" O CEILING HEADER 6063 -T6 3 13/16" OPTIONAL RAIN GUARD LEG N.TS. I 0.062° ti }- E 5/8" 3 OALT. CEILING HEADER N.T.S. 6063-T6 0.058° T 0 ADJUSTABLE SILL TRACK BOTTOM N.T.S. 6063 -T6 0.120° J 0.062° -- 0.049° OPTIONAL RAIN GUARD LEG -.-1 1/8 "-1-1 1/2 "-- ALT. ADJUSTABLE 12 SILL TRACK BOTTOM N.T.S. 6063 -T6 f- i5 /8° 0.047 / rt.. 0.062° 0.062° 113/16 °� {I 3 7/16° 0.062° 16 WALKOVER TRACK N.T.S. 6063 -76 HIGH IMPACT Z OCENTERMATE N.T.S. 31 CEILING SIDE MOUNT N.T.S. 6063 -T6 1- 23/8 -f 0.125°' 32 HEADER SIDE MOUNT N.T.S. 6063 -T6 6063 -T6 BUILD -OUT WALL HEADER N.T.S. 6063 -T6 23/32° ADJUSTABLE O14 SILL TRACK TOP N.T.S. 6063 -76 19/32° rt 3 1/8" 0.125°c 0.065° 0.100° ro L 0.052° HIGH IMPACT 1 213/16° 5 /8• CENTERMATE INSERT C. ALT. WALL HEADER 3O N.TS. 6063 -T6 �$ N.T.S. 6063 -T6 3 13/16° - i 0.125 °' BUILD -OUT CI HEADER SIDE MOUNT N.T.S. 6063 -T6 0.049° ALT. BUILD -OUT OWALL HEADER 3 9 N.T.S. 6063 -T6 0.068• 4 1-1-5/8° 3/4.1 — —1 &10 410 5.5. SCREWS WITH 1/4° HEX DRIVE O-7 RECESSED TRACK Op PUSH- BUTTON LOCK On WHEEL CARRIAGE On KNUCKLE SCREWS 1 N.T.S. 6063-T5 1 $ N.T.S. 6063 -T5 1 9 N.T.S. NYLON /STAINLESS STEEL 20 N.T.S. STAINLESS STEEL 0200 °4 -4 0.200° 1�1 Eit L 0.200° 5/32° 1---1/2° J 1/8° 1 115/32° II I 5/32° 1/4°*� ONYLON BUSHINGS O LOCK ASSEMBLY 22 N.T.S. NYLON 23 N.T.S. ZINC ALLOY /STAINLESS STEEL L 0.480 °j ---f 0.089° 0.137°-f }- }0.254° 01.010° LEFT LOCKING ARM BUSHING 25 N.T.S. 0.600° 0.232 ° -4f- I 01.010° 0.137• * 1-0.232° 00.456° 00.630° RIGHT LOCKING - Oc ARM BUSHING NYLON 2 V N.T.S. 10.375° 0 Od r0.125" 1 0.115 °71 0.290 24 OLOCKING ARM N.TS. 410 STAINLESS STEEL N 0.125° —2 —� 2 "x2 "x0.125" ANGLE NYLON N.T.S. 6063 -T6 � s { 5.118° T L 0.125° 21 N.T.S. OPTIONAL ROD SLOT 0.070° 0.033° 0.200° 0.435 Oi WASHER 4 0 WI _ZW STAINLESS sieeL W 0.066° • ALT. HERMAPHRODITIC on CENTERMATE q 0 N.T.S. r0.990•-I 6063 T6 2.591° J \OPTIONAL `FACE PLATE J 1.648 ° —• 2 O2 "x5 "x0.125" ANGLE p CLEVIS AND PIN O 2 "x3 "x0.125" ANGLE O HOOK BOLT DEAD LOCK N.TS. 6063 -T6 28 N.T.S. CADMIUM PLATED STEEL 3 N.T.S. 6063 -76 3 4 N.T.S. ALUMINUM 2 8 8 8 thm 09 -ITI -0001 SCALE - 104 PAW DIESCNIWIDNt 11 QS 0 j 1 0.064" rP. 4.63" ALT. ADJUSTABLE 41 SILL TRACK BOTTOM 42 SILL TRACK TOP N.T.S. 6063 -76 V.2y N.T.S. 6063 -T6 3.200° 3.000° 0 0.064° TYP. U.O.N. 0.060' ALT. ADJUSTABLE 7 0.062° 0 605°j_ -j 0.068° 1-1.034 3.665° ALT. WALKOVER TRACK 43 N.T.S. 6063 -76 EXISTING STRUCTURE MIN. SEPARATION FROM GLAZING* PER GLASS SEPARATION SCHEDULE -1/4° MAX. (REF. SHT 1) 00.572" 44 O LIGHTWEIGHT BLADE N.T.S. 6063 -T6 INTERIOR 1/4° IPA' TAPCON W/ 1 -3/4° MIN. EMBEDMENT AND 1° MIN. EDGE DISTANCE TO 3192 PSI MIN. CONCRETE, SPACED 4" O.C. MAX. 2"x3°x0.125" 6063 -T6 ALUMINUM ANGLE .1/2° II 11/2' // // EXISTING 3192 PSI /MIN CONCRETE / / / /// 1/2" MAX #14 410 316 SS SHEET METAL SCREWS OR 1/4"x3/4" 316 SS MACHINE BOLTS AND NUTS (WITH 5/8" MIN WASHERS) SP O.C. MAX. .�' °�°j�K L. BFn) . ‘^F80NM 1..a I 01:0! ---Z° ACCORDION SHUTTEFC Val . ' SYSTEM PER PRODUCE :24,\ APPROVAL �•° OWABLE DESIGN PRESSURES FOR DETAIL 1/4: MAX DEMON PRESSURE: NOTE: MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR THIS MOUNTING CONDITION PER TABLE BELOW. +80.3 pat /-80.3 pat +842 04144.2 pat +63.6 patl -63.6 pat +46.8 pat/ -16.8 psf +40.1 pal /40.1 pat BUILD —UP WALL M • • ,4 N.T.S. VERT SECTION EXISTING STRUCTURE FASTEN STARTER CHANNEL TO TRACKS W/ (2) #10x1'6° SCREWS EACH CORNER WALL MOUNT CONDITION EXISTING GLAZING USE APPROPRIATE STARTER CHANNEL TO PROVIDE SIDE CLOSURE FOR BUILDOUT CONDITIONS ANY ANCHOR FROM \ \\ ANCHOR SCHEDULE @ 18° 0.C. HORIZONTAL SECTION OW/ FLOATING STACK q, N.T.S. HORIZ SECTION EXTERIOR L- HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR HERMAPHRODITIC CENTERMATES WITH PUSH- BUTTON LOCK) *NOTE: SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING DEVICE. PUSH - BUTTON LOCK OR 5/16° THREADED BOLT WITH PLASTIC HEAD ALUMINUM BLADES TRAP MOUNT CONDITION IMP 122 ;o2 o 09 -M -0001 SCALEa 104 pAGE orarnXP130N1 11 J :;} L BFA, EXISTING STRUCTURE MN. SEPARATION FROM GLAZING* PER GLASS SEPARATION SCHEDULE -1/4° MAX. (REF. SHT 1) INTERIOR EXISTING STRUCTURE FASTEN STARTER CHANNEL TO TRACKS W/ (2) #10x1% ° SCREWS EACH CORNER WALL MOUNT CONDITION USE APPROPRIATE STARTER CHANNEL TO PROVIDE SIDE CLOSURE FOR BUILDOUT CONDITIONS TRAP MOUNT CONDITION ALUMINUM BLADES HORIZONTAL SECTION W/ ALUMINUM BLADES 5 N.T.S. HORIZ SECTION EXISTING STRUCTURE Ai MIN. SEPARATION FROM GLAZING. PER GLASS SEPARATION SCHEDULE 1/4° MAX. (REF. SHT 1)' FASTEN STARTER CHANNEL TO TRACKS W/ (2) #1OxH/° SCREWS EACH CORNER WALL MOUNT CONDITION \EXISTING GLAZING USE APPROPRIATE STARTER CHANNEL TO PROVIDE SIDE CLOSURE FOR BUILDOUT CONDITIONS EXTERIOR 6 1/2° MAX. L- HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR HERMAPHRODITIC CENTERMATES WITH PUSH - BUTTON LOCI) .NOTE: SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING DEVICE. INTERIOR EXISTING STRUCTURE ANY ANCHOR FROM ANCHOR SCHEDULE @ 1B° O.C. TRAP MOUNT . CONDITION gxTERIOR HORIZONTAL SECTION O5 W/ WINDOW BLADES N.T.S. HORIZ SECTION WINDOW BLADES 6 1/2° MAX. L- HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR HERMAPHRODITIC CENTERMATES WITH PUSH - BUTTON LOCK) 09 -TTI -0001 =Ate, - 104 pAae oescwvnom i 1 1 a 1 1 1 EXISTING STRUCTURE ANY ANCHOR FROM ANCHOR SCHEDULE @ 18° 0.C. 1"x1N0.055", 1°x.1t0.055°, 1"x2.55r0.055", 1 °x4"x0.055" 2°x3"x0.055", 2"x4"x0.057 OR 2"x5"x0.125" 6063 -T5 ALUMINUM ANGLE ALTERNATE WALL MOUNT CONDITION MIN. SEPARATION FROM GLAZING* PER GLASS SEPARATION SCHEDULE (REF. SHT 1) INTERIOR *NOTE: SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON THE INTERIOR SIDE OF THE SHUT I tK, WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING DEVICE. ALT. LEG EXISTING DIRECTION GLAZING #10x3° GALV OR S.S. SMS, 3/16° ALUM POP RIVETS, OR THRUBOLTS @ 12" O.C. COMBINATION OF ALUMINUM AND WINDOW BLADES. ALUMINUM AND WINDOW BLADES MAY BE ALTERNATED, OR INSTALLED ADJACENT TO SIMILAR BLADES IN ANY COMBINATION EXISTING STRUCTURE ANY ANCHOR FROM ANCHOR SCHEDULE @ 18` 0.C. TRAP MOUNT CONDITION HORIZONTAL SECTION OW/ COMBINATION BLADES N.T.S. HORIZ SECTION PUSH - BUTTON LOCK OR 5/16" THREADED BOLT WITH PLASTIC HEAD ALT. HERMAPHRODITIC CENTERMATE N.T.S. HORIZ SECTION ALT. HIGH IMPACT CENTERMATE N.T.S. HORIZ SECTION EXTERIOR 6 Iir MAX. NOTE: LOCKS MAY BE MOUNTED ON INTERIOR OR EXTERIOR SIDE OF SHUTTER _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) #10x3" 410 S.S. SCREW WI NYLON BUSHING AND WASHER `L- HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR HERMAPHRODITIC C NTERMATES WITH PUSH- BUTTON LOCK) ALUMINUM OR WINDOW BLADES #10x2° 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) EXISTING PASS THRU WINDOW SILL (WOOD, GRANITE, MARBLE, ETC.) 2°x1 "x3" MIN 6063 -T6 ALUMINUM SPACER TUBE 2°x2"x33" MIN 6063 -76 ALUM ANGLE Y4-20 5S THRU BOLTS AT 12° 0.C. ANCHOR CONN. TYPE Cl REF. ANCHOR SCHEDULE PASS THRU O6 WINDOW DETAIL N.T.S. VERT SECTION (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM ANCHOR SO (ED) #12).3" GALV OR S.S. SMS, 3/16° ALUM POP RIVETS, OR 3e " -20 THRUBOLTS @ 12° 0.C. (3) #12x1/2" SMS OR 3/16° ALUM POP RIVETS EACH ANGLE TO TUBE STRUCTUREy (2) 2"x2 °x0.125" 6063 -76 ALUMINUM ANGLES AT TOP AND BOTTOM OF EACH TUBE Yk2 "x0.125` 6063 -76 ALUMINUM TUBE AT CORNER STANDARD CORNER CLOSURE N.T.S. HORIZ SECTION (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM ANCHOR SCHED) (3) #12x1/2 " SMS OR 3/16° ALUM POP RIVETS EACH ANGLE TO TUBE #12x3` GALV OR S.S. SMS, 3/16" ALUM POP RIVETS, OR )4 "-20 THRUBOLTS @ 12° 0.C. (2) 2"x2"x0.125" 6063 -T6 ALUMINUM ANGLES AT TOP AND BOTTOM OF EACH TUBE EXISTING CORNER 2°x2"x0.125" 6063 -T6 ALUMINUM TUBE AT CORNER ALTERNATE ("D CORNER CLOSURE N.T.S. HORIZ SECTION 111 1 1 1 t 1 tl 1 G q�g EMBE ANCHOR CONN. TYPE C2 REF. ANCHOR SCHEDULE WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE w #10x2° 410 S.S. SCREW W/ WASHER OP AND BOTTOM) #10x3° SCREW W/ BUSHINGS WASHER _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) #10x3° 410 S.S. SCREW W/ NYLON BUSHING AND WASHER ALUMINUM OR WINDOW BLADES EMBED ANCHOR CONN. TYPE C2 REP. ANCHOR SCHEDULE WALL HEADER WALL SILL TRACK ANCHOR CONN. TYPE C5 REF. ANCHOR SCHEDULE WHEEL ASSEMBLY AT OTHER KNU EMBED EDGE DIST. #10x2° 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) #10x3° SCREW W/ BUSHINGS AND WASHER MIN GLASS SEPARATION —PER SCHEDULE (SHEET 1) #10x3° 410 S.S. SCREW W/ NYLON BUSHING AND WASHER % N.T.S. VERT SECTION _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) #10x3° 410 S.S. SCREW W/ NYLON BUSHING AND WASHER © ©e! ALUMINUM OR WINDOW BLADES EMBED EXISTING CONCRETE HOST STRUCTURE (3KSI MINIMUM) RECESS N.T.S. #10x2.410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) ANY CONCRETE ANCHOR PER ANCHOR SCHEDULE SPACED AT 12° 0.0. MAX ° MIN. TO CONCRETE-J EDGE D FLOOR TRACK VERT SECTION ALUMINUM OR WINDOW BLADES CE • OADJUSTABLE SILL TRACK N.T.S. VERT SECTION EMB ANCHOR CONN. TYPE Cl. REF. ANCHOR SCHEDULE WHEEL CARRIAGE 1%7 ASSEMBLY AT EVERY OTHER KNUCKLE #10x2° 410 S.S. SCREW W/ WASHER. (TOP AND BOTTOM) #10x3" 410 S.S: SCREW W/ NYLON BUSHINGS AND WASHER _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) #10x1/2° SELF - DRILLING SCREWS @12" O.C. MAX, STAGGERED FRONT AND BACK. _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) #10x3° 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER #10x3° 410 S.S. SCREW W/ NYLON BUSHING AND WASHER ANCHOR CONN. TYPE C3 REF. ANCHOR SCHEDULE AWMINUM OR WINDOW BLADES -1" MIN. -I-1° EMBE ANCHOR CONN. TYPE C5 REF. ANCHOR SCHEDULE EXISTING CONCRETE HOST STRUCTURE (3KSI MINIMUM) 5 "x1/4" OR 5 "X1/8" PLATE TO % O EXISTING HOST STRUCTURE N.T.S. #10x2.410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) #14X3/° MACHINE BOLTS AND NUTS @ 12° O.C. MAX. 5"xW /" or 5°x('° 6063 -T6 ALUMINUM PLATE VERT SECTION ALUMINUM OR WINDOW BLADES B.O. WALKOVER TRACK % N.T.S. VERT SECTION #10x3° 410 SS. SCREW W/ NYLON BUSHING AND WASHER ALUMINUM OR WINDOW BLADES EQ.- t-EQ._f #10x1/2" SELF- DRILLING SCREWS @12" 0.0. MAX, STAGGERED FRONT AND BACK. ANCHOR CONN. TYPE C4 REF. ANCHOR SCHEDULE ALT. ADJUSTABLE SILL TRACK O% THRU - FLANGE INSTALLATION N.TS. VERT SECTION Wu) W zW 0 z fi .4 gAh 09 -III -0001 Boum 104 PAGE DESCRIPTIONS i ANCHOR CONN. TYPE Cl REF. ANCHOR SCHEDULE 1° MAX. 6063 -T6 ALUMINUM ANGLE, 2°x2°x0.125° MINIMUM, 2°x5°x0.125° MAXIMUM. 1/4°x3/4" MACHINE BOLTS AND NUTS @ 12° O.C. MAX. WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE EXISTING WOOD RAFTERS (G =0.55 MIN.) SPACED AT 24° O.C. MAX. #10x2° 410 SS. SCREW W/ WASHER (TOP AND BOTTOM) #10x3° 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) #10x3° 410 SS. SCREW W/ NYLON BUSHING AND WASHER EMBED 5/8° TYP. 5°x34° OR 5 °X3V 6063 -T6 ALUMINUM PLATE OR 2"X5° OR 2•XS°X313° 6063-T6 ALUMINUM ANGLE, 6° MAX OVERHANG BEYOND RAFTER U #14 410 SS SHEET METAL SCREWS SPACED AT 11° 0.C. MAX (4) 5/16° LAG SCREWS W/ 2° MIN. THREAD PENETRATION AND 3/4° MIN. EDGE DISTANCE PER RAFTER ° MIN. CE END 2 -1/4 DISTAN 1i -1/4° TYP. ALUMINUM OR WINDOW BLADES ANCHOR CONN. TYPE C4 REF. ANCHOR SCHEDULE #10x1/2° SELF - DRILLING SCREWS @12' 0.C. MAX, STAGGERED FRONT AND BACK. 2 "x5" ANGLE W/ CEILING HEADER ALT. ADJUSTABLE SILL TRACK N.T.S. VERT SECTION #10x3° 410 S.S. SCREW W/ NYLON BUSHING AND WASHER 810x1/2° SELF - DRILLING SCREWS @12" 0.C. MAX, STAGGERED FRONT AND BACK. EXISTING WOOD STUDS (G=0.55 MIN.) SPACED AT 24° O.C. MAX. 610x3° 410 SS. SCREW W/ NYLON BUSHINGS AND WASHER _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) WHEEL CARRIAGE ASSEMBLY AT EVERY THER KNUCKLE #10x2° 410 5S. SCREW W/ WASHER (TOP AND BOTTOM) • O ©C) (3) 5/16° LAG SCREWS W/ 2' MIN. THREAD PENETRATION AND 3/4' MIN. EDGE DISTANCE PER STUD 1°x4 "x0.125' 6063.76 ALUMINUM TUBE 514 410 SS SHEET METAL SCREWS SPACED AT 3° O.0 MAX. 1/2° MAX WHEEL CARRIAGE ASSEMBLY AT EVERY 711ER KNUCKLE #10x2° 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) 8148 AWMINUM OR WINDOW BLADES 2 -1/4° MIN. END DISTANCE NOTE: MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR THIS MOUNTING CONDITION PER TABLE BELOW. ALLOWABLE DESIGN PRESSURES FOR DETAIL 2/8 WITH %" ALUMINUM PLATE /ANGLE: SPAM MAX DESIGN PRESSURE 72° +124.8 pall -124.8 psi 90° +89.8 psi/ -08.8 pal 100' +83.2 psi(-832 psi 120" +812 pat / -71.3 psi 144' +424 p.1 /-82.4 psi ALLOWABLE DESIGN PRESSURES FOR DETAIL 2/8 WITH 3'a" ALUMINUM PLATE /ANGLE: SPAN: MAX DESIGN PRESSURE 72° +71.7 pat /...71.7 psl 90' .67.3 psi/- 87.3 pal 198' +47.8 AM/ -47.8 psi 120' +40.8 psi/ 40.9 pst 144' +38.8 pst146.8 psi 5 "x1/4' OR 5 "X1/8" PLATE O8 TO EXISTING RAFTERS N.T.S. VERT SECTION ANY TRACK SHOWN HEREIN. ANY TRACK SHOWN HEREIN, SEGMENTED TO ACCOMODATE CURVE ANCHOR CONN. TYPE C4 REF. ANCHOR SCHEDULE ALT. ADJUSTABLE SILL TRACK THRU - FLANGE INSTALLATION N.T.S. VERT SECTION • • « /ORS AND MAXIMUM SPAQN PER ANCHOR SCHEDULE. ANCHORS SHALL BE SPACED AT A MINIMUM OF 3° 0.C. ANCHORS AND MAXIMUM SPAQN PER ANCHOR SCHEDULE, WITH A MINIMUM OF (2) ANCHORS PER TRACK SEGMENT. ANCHORS SHALL BE SPACED AT A MINIMUM OF 3" 0.C. CURVED TRACK W /T E & W/O SEGMENTED ED SECTIONS O 5 N.T.S. PLAN VIEW 810x3° 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER MIN GLASS SEPARATION - PER SCHEDULE (SHEET 1) #10x3' 410 SS. SCREW W/ NYLON BUSHING AND WASHER II ill 2 -1/4" MIN. END DISTANCE EMB AWMINUM OR WINDOW BLADES EXISTING WOOD STUDS (G =0.55 MIN.) SPACED AT 24° 0.C. MAX. TRACK SEGMENT JUNCTIONS MAY BE TACK WELDED AT THE CENTER OF 7'HE TRACK. 1/2° MAX 514 410 SS SHEET METAL SCREWS SPACED AT 3° 0.C. MAX. 1°x4"x0.125° 6063 -76 AWMINUM TUBE 3) 5/16° LAG SCREWS W/ 2° MIN. THREAD PENETRATION AND 3/4° MIN. EDGE DISTANCE PER STUD NOTE: MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR THIS MOUNTING CONDITION PER TABLE BELOW. ALLOWABLE DESIGN PRESSURES FOR DETAIL 3/8: SPAN: MAX DESIGN PRESSURE 72" +111.5 pst/ -111.6 pst - 90' .89.2p89)-85.2p0 108' +74.3 psi/ -74.3 pa! 128° +812 pat /- 83.7psf 144' +42.4 psi/ -85.7 pst 1 'x4 "x0.125" TUBE TO 0 8 EXISTING WALL STUDS N.TS. VERT SECTION a a a Si! si 09 -III -0001 ALE 104 ?son DOSC8IPT2ONt MAX SUPPORT BEAM SPAN PER APPROPRIATE SCHEDULE �\- OPTIONAL TOP SUPPORT BEAM L- `OPTIONAL INTERMEDIATE SUPPORT BEAM 0 ELEVATION WITH STORM BARS N.T.S. EXTERIOR ELEV L-\- OPTIONAL BOTTOM SUPPORT BEAM BEAM DESIGN SCHEDULE BEAM SIZE SHUTTER SPAN BEAM SPAN ALLOWABLE DESIGN PRESSURE TOP BEAM BOTTOM BEAM INTERMEDIATE BEAM 2•5'x0.125' 6=0° 8' -5' 74.0 PSF 74.0 PSF 37.0 PSF 8'-0' 8' -1' 79.0 PSF 73.0 787 38.0 PSF 10'-0" 7-8' 73.0 PSF 73.0 PSF 38.0 PSF 258900.07233224° 8'-0 14•-0' 88.4 PSF 81.0 PSF 34.2 PSF 8•-0° 11'-8' 81.8 PSF 83.1 PSF 30.8 PSF 10.0' 10'-4' 81.1 PSF 82.3 PSF 30.5 PSF 798'0.07270.224' 6'-0' 18'-6" 88.4 PSF 80.5 PSF 28.7 PSF 8'-0' 12'-5' 58.3 PSF 80.4 PSF 28.2 PSF 10-0' 11' -7 85.5 PSF 78.8 PSF 27.7 PSF • (2) 8" LONG 2"x2"x0.125° 6063 -T6 ALUMINUM ANGLES PER BEAM END. (3) 1/4 ° -20 410 SS THRU -BOLTS PER BEAM END 6063 -T6 ALUMINUM BEAM AND LIMITATIONS OF USE PER BEAM DESIGN SCHEDULE ALTERNATE LEG DIRECTION 1 /4°x3 /4' MACHINE BOLTS AND NUTS @1 12° 0.C. MAX. /EXISTING HOST VSTRUCRIRE WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE (3) ANCHORS PER ANGLE. • 1/4 -20° POWERS CALK -IN ANCHORS WITH 7/8° MIN EMBED, 3' SPACING, AND 2 -1/2° MIN EDGE DISTANCE TO 3KSI MINIMUM CONCRETE • OR 1/4° ELCO CRETEFLEX ANCHORS WITH 1 -3/4° MIN EMBED, 3" SPACING, AND 2 -1)2° MIN EDGE DISTANCE TO 3350PSI MINIMUM CONCRETE #10x3° 410 SS. SCREW W/ NYLON BUSHINGS AND WASHER _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) NOTE: MAX DESIGN PRESSURE AND MAX SHUTTER SPAN PER BEAM DESIGN SCHEDULE TOP SUPPORT BEAM N.T.S. VERT SECTION (3) ANCHORS PER ANGLE: • 1/4 -20' POWERS CALK -IN ANCHORS WITH 7/8' MIN EMBED, 3° SPACING, AND 2 -1/2° MIN EDGE DISTANCE TO 3KSI MINIMUM • OR 1/4° L CO CRETEPLEX ANCHORS /w, WITH 1 -3/4° MIN / EMBED, 3° SPACING, MI AND 2 -1/2° MIN EDGE MINIMNUM C TO 3350E /a CONCRETE /"' ALTERNATE LEG DIRECTION ;EM/STING HOST ///// °Al #10x3° 410 S.S. SCREW W/ NYLON BUSHING AND WASHER _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) (2) 8° LONG 2°x2°x0.125° 6063 -T6 ALUMINUM ANGLES PER BEAM END. (3) 1/4° -20 410 SS THRU -BOLTS PER BEAM END //wAi #10x2° 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) ALUMINUM OR WINDOW BLADES P o© ,1 ALUMINUM OR WINDOW BLADES #10x2° 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) 1/4°x3/4° MACHINE BOLTS AND NUTS @ 12° 0.C. MAX. 6063 46 ALUMINUM BEAM AND LIMITATIONS OF USE PER BEAM DESIGN SCHEDULE )VOTE: MAX DESIGN PRESSURE AND MAX SHUTTER SPAN PER BEAM DESIGN SCHEDULE 0 9 BOTTOM SUPPORT BEAM N.T.S. VERT SECTION •N WW -ZEE U 0 0 w Z w 1 wEMF, btu , ¢w d $ O itt" -71 1 12222 gigs 09 -ITl -0001 SfAIM (04 75858 DPRCR5PTXON4 1 1 (2) 8" LONG 2"x2'x0.12S° 6063 -T6 ALUMINUM ANGLES PER BEAM END. 01083' 410 S.S. SCREW W/ NYLON BUSHING AND WASHER MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) (3) 114" -20 410 SS THRU -BOLTS PER BEAM END EQ. fuj ALTERNATE LEG DIRECTION EXISTING HOST sTRUCrURE #10x2" 410 5.5, SCREW W/ WASHER (TOP AND BOTTOM) ALUMINUM OR WINDOW BLADES 606346 ALUMINUM BEAM AND LIMITATIONS OF USE PER BEAM DESIGN SCHEDULE 1/4' -20 410 SS THRU -BOLTS @ 12° 0.C. MAX. WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE #10x2° 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) (3) ANCHORS PER ANGLE: 1/4 -20° POWERS CALK -IN ANCHORS WITH 7/8° MIN EMBED, 3° SPACING, AND 2 -1R° MIN EDGE DISTANCE TO 31(3I MINIMUM CONCRETE OR 1/4° ELCO CRETEFLEX ANCHORS WITH 1.3/4° MIN EMBED, 3' SPACING, AND 2 -1/2° MIN EDGE DISTANCE TO 3350PSI MINIMUM CONCRETE #1023' 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER 1/4' MAX _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) ALUMINUM OR WINDOW BLADES NOTE: MAX DESIGN PRESSURE AND MAX SHUTTER SPAN PER BEAM DESIGN SCHEDULE INTERMEDIATE SUPPORT BEAM N.T.S. VERT SECTION BEAM DESIGN SCHEDULE BEAM SIZE SHUTTER SPAN BEAM SPAN ALLOWABLE DESIGN PRESSURE TOP BEAM BOTTOM BEAM INTERMEDIATE BEAM 2°46°40.128' 0-0' 0.8° 74.0 PSF 74.0 PSF 37.0 PSF 0-0' SA' 73.0 PSF 73.0 PSF 38.0 PSF 10'47 7.6° 700 PSF 73.0 PSF 38.0 PSF 2'x8 x0.07280224' S-0" 1441" 88.4 PSF 81.0 PSF 34.2 PSF 8-0' 11' -B° 81.8 PSF 83.1 PSF 30.8 PSF 18.7 10'-4' 81.1 PSF 823 PSF 30.5 PSF Ol x0.07770224" 8-0' 10' -0' 68.4 PSF 80.8 PSF 28.7 PSF 04' 12-5° 88.3 PSF 80.4 PSF 28.2 PSF 10'-0' 111.2 85.8 PSF 79.6 PSF. 27.7 PSF 610x3° 410 5.5, SCREW W1 NYLON BUSHING AND WASHER ANCHOR CONN. TYPE C5 REF. ANCHOR SCHEDULE MI , +1. MIN. EMS EXISTING CONCRETE HOST STRUCTURE (3KSI MINIMUM) #14X° 410 SS MACHINE BOLTS AND NUTS @ 6° 0.C. MAX. 5 °,8fi° or 5°x34 - 6063 -T6 ALUMINUM PLATE NOTE: MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR ALUMINUM PLATE MOUNTING CONDITION PER TABLE BELOW. ALLOWABLE DESIGN PRESSURES FOR DETAIL 2/10 WITH 34" ALUMINUM PLATE: SPAN: MAX DESIGN PRESSURE 72 +140.7 psf 1 -140.7 psf 60' +1128 psf / -112.8 pat 108° +83.8 psf (-83.8 psf 128' +812 psf / -762 par 144° +424p t /- 824pst ALLOWABLE DESIGN PRESSURES FOR DETAIL 2/10 WITH 3e" ALUMINUM PLATE: SPAN: 77 60° 188° 128° 144° 5 "x1/4" OR 5 "X1/8" PLATE TO EXISTING HOST STRUCTURE N.T.S. VERT SECTION 61083' 410 S.S. SCREW W/ NYLON BUSHING AND WASHER EMBE EXISTING CONCRETE HOST STRUCTURE (3K5I • MINIMUM) 1 ANCHOR CONN. TYPE 01 REF. ANCHOR SCHEDULE 1° MAX. #14X34° 410 SS MACHINE BOLTS AND NUTS OR #14 SMS @ 6° 0.C. MAX. 6063 -16 ALUMINUM ANGLE, 2°x4 °x0.125° MINIMUM, 2 °x5 °x0.125° MAXIMUM. NOTE: MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR ALUMINUM ANGLE MOUNTING CONDITION PER TABLE BELOW. ALLOWABLE DESIGN PRESSURES FOR DETAIL 3/10 WITH Ys" ALUMINUM ANGLE: SPAN: MAX DESIGN PRESSURE 72' +77.1psf/-77.1 par *81.7 psi/ -01.7 psf 108° *83.4 par / -83.4 pat 128' +44.0 psf / -44.0 par 144° +38.8 pa? .388 psf 211x5" ANGLE W/ WALKOVER TRACK N.T.S. VERT SECTION MAX DESIGN PRESSURE .88 .7p011 -86.7 par +526 par/ -628 psf *43.8 psf 1.43.8 par *37.8 psf/ 47.8 pal +328 pet/ 428 psf 1 1. ANCHOR SCHEDULE O _ ti = ANCHOR LOAD (PRI 2.5" MIN EDGE DISTANCE Spans U5 To 6 -0" Spans Up To 9' -0" Spans Up To 12' -0" pans Up To 13'-6" C1 CONN C2 TYPE C3 C4 CS CONN CI C2 TYPE C3 C4 C5 11 CONK C2 TYPE C3 14 I C5 01 CONN C2 TYPE C3 C4 CS in Z 5 F, /4" ITW TAPCON WITH " 12.0" 1.7" 12.0" 12.0" 12,0" 12.0" 7.4" 12 0" 11. " 8,9" 11.8" SS" 9.0° 9.5" 7.6" 10.6" 4.8" c�rRy 8.0" 1 -3/4° EMBED (3102p9 MIN CONC) ��..,.,.,,.,.. 60 EanUMCR ° - ]aFrw 9iiranuElanaur AiialF aILIEROFAC•7a[3fr-lcacaaarm - 72 mainwEEMISIFringril F, D215111ELANSINEE2122 4.7" iEilEGIEBN______ Arai1/6IiFim 7.4" 3.3" 53 5.8" 4.7° 7.4° 3.3" 5.5° 5.8" 4.7° 7.4" 33° 5.5" - 152 5.8" 4.7" 7.5° 3.3" 5.5' 5.8" 4.7" 7.4" 3.3" 5S" 5.8" 4.7" 7.4" 33" 5.5" 5.8" 4,7" 7.4" 3.3" 5.5" 1/4° 5100 PANELMATE (FEMALE, MALE) // 1-3/4' MIN EIRBED CONC) * 47 12.0" 12.0" 12.0" 11.8° 12.0" 12.0" 12.0" 12.0" 7.5" 12.0" 11.2" 8.9" 12.0" 5.5" 9.2" 9.4" 7.5" 10.9" 4.9" 8.1" 60 12.0" 12.0" 12.0" 9.0" 12.0" 11.9" 9.5' 12.0" 5,8" 9.6" 7.9" 6.4" 9.6" 4.3" 7.1" 6.7" 55" 8.6" 3.8" 63° 72 12.0° 12.0" 12.0" 7.3" 12.0" 9.1" 7.3° 10.7° . 4.8" 8.0" 6.2" 5.0" 8.1" 3.5' 5.9" 5.8" 4.7" 7.7" 3.3" 5.6" 120 7.9" 6.4" 9.6" 43" 7.1" 5.8" 4.7" 7.7" 3.3" 5.6" 5.8" 4.7" 7.7" 3,3° 5.6" 5.8° 4.7" 7.7" 3.3" 5.6" 152 5.8" 4.7" 7.7" 33" 5.6" 5.8" 4.7" 7,7" 3.3" 5.6" 5.8" 4.7" 7.7" 3.3" 5.6" 5.8" 4.7" 7.7" 3.3" 5.6" 1/4 ELCO CRETEFLEX W/ 1 -3/4° MIN EMBED (3350ps0 MIN CONC) 14=panzaWor 47 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 120" 9.6" 12.0" 12.0" 10.2" 12.0" 7,0" 12.0" 10.8" 8.7" 12.0" 6.2" 11.1" 60 12.0" 12.0" 12.0" 31.4" 12.0" 12.0" 10.9" 12.0" 7.3" 12.0" 9.1" 73" 12.0" 5.4" 9.7" 7.8" 6.3" 120" 4.8" 8.6" 72 12.0" 12.0" 12.0" 9.4" 12.0" 10.5" 8.4" 12.0° 6.0" 10.8" 7.1" 5.8" 11.8" 4.5" 8.1° 6.6" 5.4" 11.2° 4.2" 7.6" 120 9.1" 7.3" 12.7 5.4" 9.7" 6.6" 5.4" 11.2" 42" 7.6° 6.6° 5.4" 11.2" 4.2" 7.6" 6.6° 5.4" 11.2° 4.2° 7.6" 152 6.7" 5.4" 11.2" 4.2" 7.6" 6.6" 5.4" 11.2" 4.2" 7.6" 6.6" 5.4" 11.2" 4.2" 7.6" 6.6" 5.4" 11.2" 4.2" 7.6" 1/4 -20 POWERS CALK -IN WITH 7/8° MIN EMBED (3000ps1 MIN CONK) * ttiM 47 12.0" 12.0" 12.0" 9.2" 120" 12.0" 12.0" 11.1" 5.9" 9.1" 9.7" 7,7' 8.5" 4.3" 6.7" 8,2" 6.6" 7.6" 3.8" 6.0" 60 12.0" 120" 12.0" 7.0° 10,7" 10.4" 8.2" 8.8" 45" 7.1" 6.9" 5.5" 6.7" 3.3" 53" 5.9" 4.8" 6.0" 3.0" 4.7" 72 12.0" 11.7' 10.9" 5.7" 8.9" 7.9" 6.4" 7.4" 3.7" 5.8" 5.4" 4.4" 5.6" / 4.4" 5.0" 4.1° 53" 4.1" 4.1" 4.1" 120 6.9" 55" 6.7' 3.3" 5.3" 5.0" 43° 5.3" 4.1" 5.0" 4.1" 53" %// 4.1" 5.0° 4.1' 5.3" / j / 152 5.0" 4.1" 5.3" // 4.1" 5.0" 4.1° 5.3" % 4.1" 5.0" 4.1" 5.3" 77/ 4.1" 5.0" 4.1" 53" 1/4 ELCO PANELMATE INSERT WITH 1 -5/8° MIN EMBED (3000p61 MIN CONC) 47 12.0" 12.0" 12.0" .7' 12.0" 11.3" 8.8" 10.6" 8.2" 7.1" 5.6" 8.1" 6.1° 5.9" 4.8" 7.3" 5.4" 60 12.0" 11.7" 12.0' 5.8" 9.7" 7.5" 6.0" 83" 6.3" 5,0" 4.0" 6.5" 4.7" 43" 35" 5.8" 42" 3.7" 72 10.9" 8.5" 10.4" 4.8" 8.0" 5,8' 4.6° 7.1" 5.3" 3.9" 3.2' 5.4° 4 3.9" 3.6" 3.0" 5.1" 4 1)C 1. iU \4 \N7 120 5.0° 4.0" 6.5" / 4.7" 3.6" 3.0" 5.1° j 3.7" 3.6" 3.0" 5.1" // 3.7" 3.6" 3.0" 5.1" %/ 3.7" 152 3.7" 3.0" 5.2" // 3.7" 3.6" 3.0" 5.1" 3.7" 3.6" 3.0' 5.1" ". 3,7" 3,6" 3.0" 5.1" / 3.7" fix{ 8 m = 114 5ET 1/4 WITH 1/4" ITW TAPCON WITH 1 -1/4° EMBED __152 47 10.7" 7.4" 8.6" 3.4" 6.4" 4.2" 3.3" 6.1" !!/4 4.2" . / 4.7" i// 4 3,1" / 4.2" % / /// 60 72 mIZZEiiir PillE51112037 , 5.0" // /. / / Arg/aV / ll22' lanilf ' // 1:Eir A AV 4 413311 r ® , 4%� /� /7 / /j /.7 AFES1V AV /, / /�i,� / / /� 4V /ElEiff' J7 / //. 120 ///. 4E01'// ///.7. AlErilr . � /// / /zElLiir" A" /7 // % V .4. �//��/// A" A ' �//��///�1' S.6" r7,-,,,; Z / /AV /7 A1231�//�7/// �//�/.�// �// �///1E17 ��3.6' 1/4' ELCO PANELMATE (FEMALE, MALE) W/ 1 -1/4" MIN EMBED * 47 12.0" 12.0" 10.6" ,6". .- 5.0" 8.5" 7.2" 5.6" 7 " 32" 5.5"' �f1rvT 5.1" �// 3.6" 60 9.9" 7.4" 85" 3.8" 6.6" 4.8" 3.8" 5.9° /, 43" 1 4.5' i '/// 4.0" % 72 6.9° 5.4" 7.2" 3.1" 5.4" 3.7" 4 5.0" /// 3.6" % ,r/,;', 33" �/� � ///%%%%///%%///IEE31%%/7/ / /� /� / / /�, 4 41 3.6" / / 120 152 47 ®' 4113011////4 / /�i. / / //��/ ® / / / / / % ,13:31% A // L %//%%/// MOW' /4% /A' .% / 4�� / /, / / /�� / /� /�� /// �//�1�/��// 6.3" �/� 4.4" I/4 ELCO CRETE FLEX W/ 1 -1/4" MIN EMBED 12.0" 12.0" 12.0" , 5.9" 10.3" 8.0" 62" 9.2" 6.7 4,0" 7,1" %/� 5.0" 60 11.0" 8.3" 10.6" 4.5" 8.0" 53" 42° 7.3" 4.3" / 4.7" f4 3.2' 5.0" 4f 3.0" 'ii 72 7.7'" 6.0" 9.0" 3.7" 6.6" 4.1" 3.3" 6.2" ///�43° //,///, 4.7" JJ %///45" �//3.0" 120 33' �/� 5.6" ��j 3.9" %4� / //� 4.5"/// 3.0 " / /j % /// j� / 4S %// 3.0° 45" %// 3.0., 152 45" 3:0" 4.5" / 3.0" % 4.5" %/ 3.0° j /// 4.5" 3.0" -20 ALL POINTS SOLID WITH 7/8" MIN EMBED * 47 12.0" ' 11.6" 6.0" 9.7' 8.0" 6.3" 6.1" // 4.7° % / 55" // 4.2" %j 60 12.0° 93" 4.6" 7.5" 6.4" /// Cr C9" / / 72 9.1" 7.9" 3.8" 62" / 5.4" A//47j, / 4.1" va /Awl, 3.9" / e/ 120 152 V / ..... / / /✓AMU ' 4120i17 // /. FIEN7 /7 .////07 /,/ 6.1" 10.0" 9.1" 4E1E3' ///✓//// ,' MERV / 4.1 /7 4112131' 47/// 41411'//" /5 7//�%�// r/� �57% ELM PANELMATE INSERT 47 12.0" 12.0" 12.0" 6.5" 65" 1 :ABM' .8" 7.0" 8.5" 3.9" 6.5" 5.7" 6.5" %/ 4.9° 5.8" %// 4.3" 4.9' 1.3/4' MIN EMBED 60 12.0" 9.4" 9.9" 4.6' 7.7" 6.0° 4.8" 6.8° 3.0° 5.1" 4.0" 5.2" i�' 3.8° 4.6" 1/, 3.3" • * :,- .111A;'SSk8 72 8.7° 6.8" 83" 3.8" 6.4" 4.6" 3.7' 5.7" 42" 3.1" 4.3° /� 3.1' / 4.1" %/ 3.0" 120 4.0" 32" 5.2" // 3.8" / /4 4.1" % 3.0" //4 4.1" �/ 3.0" / /a// 4.3° / / /// 3.0" I52 '1 % 4.1" . 3.0" % 4.1" 0/ 3.0" 1 /7" 4.1" % 3.0° V/ % 4.1" V/ 3.0" 3/4" MIN EDGE DISTANCE 1/4° ITW TAPCON OR 814 WOOD SCREW W/ 1 -1/2" EMBED 14=sexas® 47 12.0" 12.0" 10.4" 7.1" 9.4" 12.0" 12.0° 7.3" 4.6" 62° 103" 82" 5.3" 3.4" 4.6° 8.7" 6.9" 4.8" 3.0" 4.1" 60 12.0" 12.0" 82 "I 5.5' 73" 11.0" 8.7" 5.6" 3.6" 4.8" 7.3" 5.9" 4.2" 2.6" 3.6' 6.2" 5.0" 3.8° 2.3" 3.2" 72 12.0" 12.0" 6.9" 4.5" 6.1° 8.4" 6.7" 4.7 2.9" 4.0" 5.7" 4.6" 3.5" 2.2" 3.0" 5.3" 4.3' 33" 2.1" 2.8" 120 7.3" 5.9" 42" 2.6" 3.6" 5.3" 4.3" 3.3" 2.1° 2.8° 53" 43" 3.3" 2.1" 2.8" 5.3" 43" 3.3° 2.1" 2.8" 152 5.3" 4.3" 3.3" 2.1" 2.8" 5.3" 4.3" 3.3" 2.1" 2.8" 5.3" 4,3" 3.3" 2.1" 2.8" 5.3" 4.3" 3.3" 2.1" 22' 1/4" ELCO PANELMATE (FEMALE, MALE) W/ 1 -7/8' MW EMBED * 47 12.0" 12.0" 12.0" 11.5" 12.0" 12.0" 12.0" 12.0" 7.4" 10.9" 12.0" 10.8° 9.9" 5.5" 8.1" 11.4" 9.1" 8.8" 4.8" 7.2" 60 12.0" 12.0" 12.0" 8.8" 12.0" 12.0" 11.5" 10.3" 5.7' 85" 9.5" 7,7" 7.8" 4.2" 6.3" 82" 6.6" 7.0" 3.7' 5.6" 72 12.0" 12.0" 12.0" 7.3" 15.r' 11.0" 8.9" 8.6" 4.7' 7.0" 7.5" 6.1" 6.5" 3.5" 5.3" 7.0" 5.7" 6.2" 3.3" 5.0" 120 9.5" 7.7" 7.8" 4.2" 6.3" 7.0" 5.7" 6.2" 33" 5.0" 7.0" 5.7' 6.2" 3.3" 5.0" 7.0" 5,7" 6.2" 3.3" 5.0" 152 7.0" 5.7" 6.2° 3.3" 5.0" 7.0" 5.7". 6.2" 33" 5.0° 7.0" 5.7" 6.2" 33" 5.0" 7.0" 5.7" 6.7 3.3" 5.0" 1/4" LAG SCREW WITH 1.5" MIN THREAD PENETR I-EMBED t 47 12.0" 12.0" 9.9" 7.3" 9.2" 12.0" 12.0' 6.7" 4.7" 6.1" 12.0" 10.2" 5.0" 33' 4.5" 10.8" 8.6" 4.5" 3.1" 4.0" 60 12.0" 12.0" 7.8" 5.6" 7.1" 12.0' 10.9" 5.3" 3.7" 4.7" 9.0" 73" 4.0" 2.7" 35° 7.7" 6.3" 3.5" 2.4" 3.1" 72 12.0" 12.0" 6.5" 4.6" 59' 30.4" 8.4" 4.4" 3.0" 3.9" 7.1" 5.8" 3.3" 2.3" 2.9" 6.6° 5.4" 3.1" 2.1" 2.8" 120 9.0" 73" 4.0" 2.7" 3.5" 6,6" 5.4" 3.1" 2.1" 2.8" 6.6" 5.4" 3.1" 2.1" 2.8° 6.6" 5.4" 3.1" 2.1" 2.8" 152 6.6" 5.4" 3.1" 2.1° 2.8" 6.6" 5.4" , 3.1" 2,1" 2.8" 6.6" 5.4" 3.1" 2.1" 2.8" 6.6" 5.4" 3,1" 2.1" 2.8" ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WOTH MANUFACTURERS' RECOMMENDATIONS. 2. TAPCONS MAY BE CARBON STEEL OR STAINLESS Si tel. AND SHALL BE MANUFACTURED BY ITW. 3. ENSURE MINIMUM 2.5° EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. 4. WHERE ANCHORS FASTEN 70 NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (I.e. 3/4° EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 5. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE° G =0.55 OR GREATER DENSITY. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 7. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 8. WHERE EXISTING STRUCTURE I5 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 9. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE DOSTING STRUCTURE 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ( "SIDEWALK BOLT°) U.N.O. 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries 400 West McNab Road Ft. Lauderdale, Florida 33309 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.buildinecodeonline.com 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 AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. 4PESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutt RUVAL—DOCUMENT: Drawing No. , tit ed " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E. on September 03, 2008 bearing the Miami -Dade County Product Control Renewal stamp with the notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, Miami, FL or Tampa, FL and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 09- 0114.05 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.EE., M.S. #e/ /9. %1 `7^—' NOA No. 10-0929.04 Expiration Date: 11/16/2015 n /04/2 0 /0 Approval Date: 11/04/2010 Page 1 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: 1. 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: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, 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 -1134 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 I 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. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E -1 my A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10-0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0713.03 A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ' , sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton - Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS I. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09- 0114.05 A. DRAWINGS 1. Drawing No. 08 -351, titled " 0.050" Aluminum Storm Panel ' , sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 my A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10 -0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test on 0.050" Aluminum Storm Panels, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL 0353- 0804 -10, dated 09/07/2010, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -3 elmy A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10- 0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 ABEL LOCATION 0 0.050" ALUMINUM STORM PANEL) 2.02' 2.250' .060-3.00" MAX. 2.250" .01 5" (TYP. 2.250" .094" T SEE NOTE No. 10 12.00" COVERAGE 375" 2.000" 2.020" /4 -20 MACHINE SCREW (012" 0.C.(STUD BE REVERSED) a 125" TYP 1/4 -20 MACHINE CREW 12" 0.5 (STUD IRECTION MAY- BE REVERSED) 091" TYP. 2.00" MIN. 5.00" MAX. 250" 1.525" 1/4 -20 MACHINE SCREW 12" 0.CISTUD DIRECTION MAY BE REVERSED). .375" R .090" 14-.632" 060" SYM. .315" R 4b STUD ANGLE O ANGLE ©C -TRACK (FINISH) ® C -TRACK ( BUID OUT F-TRACK SCALE : 3° a T -O" SCALE: 3' T -0' SCALE: HALF SIZE SCALE HALF SIZE SCALE: HALF SIZE GENERAL NOTT/EpgSpi p I NT ��p7�ppEL y�HU C gg�17p�NCpEL fyly 1• BY RICANERZ0 dtka TN ORIDA BUILoIPIG CCTICFA CH GH VELE4 Hy,ygU�R(R�ICCppA�N -E t¢aINNEp(I {,pip 1g Tp�Sg EI g¢l 1�g p �N TEIg egg �1y T��g 2. PPSTOIICT.A EID LpOpAyDTOIALABTpIONSFGACTTyOER CdS:�QLN6 AApSSUESpEO FgOERy�W6N00pIELFAEGRESNQpiENWp 3' U04TPHSNgIQO reEsi py�1TLS INCACCO�R05NCEE pWIETH 7HE GNOpVEpRNINTG CCOEIAND GOVERNING 4. F�WHgIRS��S pIl- HSEPECIFIC pA�PyPLpILCAT841F THISES TTER SYSTEMCLUDE INPORMATION 5. OFC tHE P15E A APDMIMSTpATIVEENCODE LL COMPLY WITH CHAPTER 61015 -23 6. j7,i5, E yA�pN g O RR RERIAL PROM TH6 StlTURATl UB5� 5 F�OiIEgiTA1�EE0 HER I R OR 7. THE NEA1PPHHREEP�gVTAEII O A MEpNN7�5 TIOyNpS TO THESE APPROVAL DOCUMENTS WILL VOID e' BUIED{N EOOPRIC IAL�MAYELECTEONEETOFF ,�O6(iFpTI,"0��E,� ��tra� Ig,`�{�E[7B0E1CQp'U{,MCpENTppS, THE E� AI A H CCIND OTM ABA A g g A1p1C p1 IS c gE p pLL Np p )CIA 81THu�Q S�Tg Cp� 7�pE1 OATEMIyIM- OA1b�19COUCNITRYWp1TRHOIO�UT�TEC OONHTREOILPpDCI1VESIO�Np {RryCApND ZOgNE AREAS ONIN(LY �PT1II{{OppNI� VI SyyHA7IECBE AC�CpEPITEOHBNpVTpHE7EDVI W�1DPyF�IE1r 9' AQ1 UM OP HNEINARKWOLPER PAINELHAIVD SHALLEBE PERMANENTIILABELED S POILGOWW F$��. ggT NEELL6 gs {,� 611AKWIA DEECFO1II310P003UgCyTAEP1PROVEE2L1I1 .�1NU1.1 L y� y1 10. POLLSWAG MIWMUM IANESS-ANO MECHOlW1CAL4PROPERTIESA NLOMWA 70.050FO 11. ALL EXTRUSIONS SHALL BE 6063 -16 ALUMINUM ALLOY, U.O.N 12. L,I.IHAgID &S.141/1IM, I.71AASSilaSs, UrySLL EalEkC L�ppVtniffE0 OR STAINLESS STEEL WITH 13. PON h6 090 - u'mHE^"CTRiENMOO IWU TIJ NMCaACO�NWTIU0EHO 5LLHY 1Yl7ERE APPEICABLE, EIXCEPT 13" 377" 0.090" )TYP.) 0.090 )TYP.) O'P TRACK SCALE: HALF SIZE 2.00" ZOPTIONAL LEG DIRE SB °P ANGLE -TRACK SCALE : HALF SIZE SCALE 3" = 1' -0" 075" 563 "0 P 30' 820 ea. etio.v. STEEL SR 40 OR 050"6053 -T6 ALUM) KEYHOLE WASHER SCALE 3 HALF SIZE FASTENER @10 tt" O.C. F THAN OR EQUAL TO 20 PSF. b @e- OL FOR DE5130 LOADS GREATER ACCEPTABLE ANCHOR SCHEDULE FOR ANY 1/4" MAX Lmaz., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" a 1' - 0" v WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN TYPICAL SECT DNS) 12 TYP_ ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.120' M T02 "x5 "x 0.125' MAX. TRAP MOUNT CLOSURE DETAIL OVERLAP SHALL BE A MOO EN OF L5 TIES TILE 501E CLEAR OR TER � WMAL BETWEEN PK BY Muni Division EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE TOP MOUNT PLAFN 'VIEW � 1/4" MAX. .315"0 ALUM. ANGLE UILD -OUT CLOSURE PIECE DISTANCE r x 2" x 0.125" MIN. TO 2'x5 "x0.125 "MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOC OR WOOD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OP STRUC BUILD-OUT MOUNT CLOSURE DETAIL co / x� ' ,650 `BOTTOM MOUNT TYPICAL VERTICAL ELEVATION ASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.P. & 1[(0 8" O.C. THAN DESIN 110 G P.(SEE ANCHOR ° SCMEO. FOR ANY ACCEPTABLE W ANCHCRMOCWCT RENEWED as complying with des Florida Building Coda Meseta= No Expiration Dale SCALE: 1/4" 6 1' - 0" 315'0 1 1/4" MAX. / V.J. KnezeWch RI Mu PH COMM l:. oi5 1/4" Control EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS IBA HURRICANE PROTECTION SCALE 1 -1/2" = 1-0" AS NOTED 09/01/2008 08451 PAGE 40!9 EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMIN EXISTING GLAZIN REFERENCE NCHOR SCHEDULE FOR MAX . SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING )TYP. TOP AND BOTTOM 1/4" MAX. 4 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 ONTE TION TYPE REFERENCE SCHEDULE FOR MAX. SPACING EXISTING GLAZIN 1/4" MAX. C1 CONNECTIONIYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN EXISTING GLAZIN 11 DINIEC1DN1YPE ING CONCRETE, OLLOW CONCRETE BLOCK OR WOOD FRAMING 0.050" ALUMINUM STORM PAVED PTIONAL LEG DIRECTION CONVECTION TYPE 1 OOMffCTION 1YPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Q. EQ. WV STORM PANEL SEPARATION PROM GLASS TABLE 2 MAY BE EVERSE 2032013152141 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING A �\ MVA. 1/4° 4T/Si0k MTIvO w= � MA mZ O 1/4" MAX. SEE MIN. STORM P A NEToll u L SEPARATI ON FROM GLA SS TABLE 2 OPT ON /4" MAX. EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMIN EXISTING GLAZIN /4" MAX. 21 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTOM) CE CONISCIION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX 81 STORM PANEL SEPARATION FROM GLASS TABLE 2 OPTDNA110? MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 12" 0.C. (TYP. TOP S BOTTOM) OBUILD-OUT MOUNT SECTION SCALE, 3" v 1' - 0" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS @ 24" O.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER EMBEDMENT g0 0. d a<c CONT. ALUM. 4 ANGLE OR 4" .3 of x 1/4" x CONT. ALUM. FLAT OETAIL@CPASS nor SEC.) ANCHOR SCHEME V4.0x NNT.2 -VT LONG WA ITV TA0.VNW/ I-7/V MOA 2001 OR 14.0 POWERS CALLA -N W/ 7/B' BBIONEM A V4-20WQ@821 WOOD IA8 K WW/ 1-7/4• MEM 1-1/4' MA BMW 5NSEOI4NT 5TA06ESS5TFEL 140M SCREW SHEAR PARAU.SI OR PERMS/6/1M 701000 CRUX WC SCUM 100 =S� CO MOCK R.O51� 3401 12 4• r 12" REFECO RIENCE ANCHOR SCHEDULE FOR MAX. SPACING OCEBINGIILOOR MOUNT SECTION D SCALE) 3" v 1' - 0" 1/4" MAX. 1/4 "0 THRU BOLTS W/ LOCK NUT @ 12" 0.C. ASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x s" x 1/B" CI CONNECTION TYPE ALUM. ANGLE SCHEDULE FOR MAX SPACIN EXISTING CONCRETE, HOLLOW CONCRETE BLOCK 0 WOOD FRAMING. SEE DETAIL EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION PROM GLASS TABLE 2 FASTENER I7 6" 0.0 OR se 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 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ©°P' TRACK/DIRECT MOUNT SECTION SCALE: 3" v 1' - 0" 1- 1/2 "1 -1/2" 11 �E'd i m I ;v%il kUt V+1 n orm ',PASS THAW SECTION O SCALE 3" v 1' - 0- WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE XISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 14x 3/4° TEK SCREW 4 03 12" O.C. BETWEEN TRUSSES a XISTING GLAZING OCEILING MOUNT / BUILD OUT SECTION P SCALE: 3 "vt' -0" a C O a PRODUCT REI RVED �' da the Florida. yi p Nno -o Z og PRODUCT REVISED as complying with tea nodes Raiding Cads Acccpmea No0 O5 Dahl Ia Division 1 1 1 0 1 V.J. Knezerleh A Um. lW 00109313 31- win AS NOTED 05/15/2008 waken m 08-351 PAGE 2 *18 W000 ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZIN 1 "114" OR 1 "x 6" .062" CONT. ALUM. TUBE 16063 -16) 1- 1/2".1 -1/2" netfopyi RI 11 ((lei* 07 GLASS 0 000 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 0 r'f SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 NE 1/4 "Ox MIN. 5" LONG WOOD LAG SCREWS 10 24" O.C. MAX. WITH 2 -1/2" EMBEDMENT INTO W000 MEMBER TWO 1/4 "011 MIN. 4" LONG WOOD LAG SCREWS (5 24" 0.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER -1/4' MAX. LL N op es 1EEj 14 x 3/4" TEK SCREW yI.-T 12" 0.C. BETWEEN TRUSSES 2° x 9" x 1/8" CONT. ALUM STUDDED ANGLE W/ 1/4 -20 STUDS 112" 0.C. XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING B OBUILD -DOWN/ BUILD -OUT SECTION SCALE, 3' a 1' - 0" CWOGCTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 01 CONNECTICUT/FE REFERENCE ANCHOR SCHEDULE FOR MAX. XISTING CONCRETE, SPACING HOLLOW CONCRETE BLOCK OR WOOD FRAMING NOTE: USE OP DETAN.SHALL 8E01CONJIWOIIONwm AN ' N ° HEADER ON" U • HEADER TOP MOUNT OC- TRACKASSEMBLY- INSIDE MOUNT K SCALE, 3 ".T -0 ". 0 .1 EMBEDMEN °S 0.050" ALUMINUM STORM PANEL' 1/2' PLYWOOD EXISTING GLAZIN E CONNECTION IYPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE/FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMES TWO 1/4 "011 MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS (� 24" O.C. MAX. WITH 1 -3/4' MIN. EMBEDMENT INTO EXISTING STUDS 1 "114 "x1/8" x CONT. ALUM. TUBE 14 x 3/4" TEK SCREW dal 9'1545; 1O/4' MAX. CONT. 3' x OR 4' x W000 FRAMING REQUIRED EE MIN. STOR PANEL SEP. FR0 r• GLASS TABLE 2 1/4" MAX. W J 2m TWO 1/4 "0o MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS 11 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS 2" x 6" P.T. CONT WOOD BLOCKIN a EMBEDMEN 1/4" MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 1/4"011 MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW (1 12" O.C. W/1-3/4" EMBEDMENT INTO WOOD BLOCKING OCEILING/BUILD -OUT MOUNT SECTION SCALE 3 "n 1' -0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/16" MIN. O L C -TRACK ASSEMBLY - (BLOWUP) SCALE HALF SIZE 1 1/4 -20 x 3/4" I MACHINE SCREW I WITH .675" x .675" x .125" SQUARE ' SCREW HEAD /16" I.D. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) USECOR ©WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x.125" SQUARE SCREW HEAD 4" MAX. TYPE REFERENCE ANCHOR E SCHEDULE FOR MAX. SPACING XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (7■, BUILD -OUT /FLOOR MOUNT SECTION SCALE 3" = 1' - 0" PRODUCT RENEWED Ers mnrplgi0g with the Florida Bulldog Code Acceptance NoIO -a Z' O¢ • Da a s)5 By 1 .L..r %7/1.1" 1/2" 0.0. x 1/4"1.0. 2_3/16" D11L NYLON BUSHING 081/4-20 S.S. NUT ITYP.!\ INAL LOCATION OF STUD OC-TRACK ASSEMBLY (ISOMETRIC VE34) N.T.S. Castro( 1 1 1 =21 pi z 1 E 8 08-351 PAGES ate XISTING WOOD FRAMING CS OOIBECIION 1YPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 N mZ Ea �0. 1/4" MAX. /4 -20 S.S. BOLT & NUT @ 11" 0.C. 2" x 5"x 1/8" CONT. ALUM. ANGLE C20ONNEO0ON IYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR W000 FRAMING ON WOOD CEILING/ INSIDE MOUNT SECTION SCALE 3" . 1' -0" 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" 0.C. (TYP. 20 GAGE STEEL BENT PLATE OR 6063 -T6 ALUM6 ANGLE MAX. EXISTING BAY WINDOW 1" OVERLAP 1/4 -20 5.5. BOLT & BOLT & WINGNU @ 24" 0.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2"x 2 "x1 /B" 6063.-T6 ALUM. BENT PLATE AX " OVERLAP O TYPICAL CORNER CLOSURE DETAUS SCALE: 1 -1/2" . 1' -0" (FUG 9 4" 2 „ 0.055" 6063 -16 ALUM. TUBE 2 °. 2 °. 5" 0.050" ALUMINUM STORM PANELI EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING EMB 9 9 1". 2" 2 . 2" . 0.055" 6063 -T6 2 -" 4 ALUM. TUBE 2 ". S" CONNEC11ON1YPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 6" LONG HANDLE RIVETED TO PANEL C1 CONNE01109 15PE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O P WALL MOUNT SECTION SCALE: 3" 0 1' - 0" PUNCH 1/2- x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT @ 12" 0.C. (CONNECTS TO ADJACENT PANELI WALL MOUNTED 5" x 2" x 1/6^ x CONT. STUDDED ANGLE (SEE SECTION TI OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. 1/4" MAX. . w zm 8. ta- EXISTING K GLAZIN" Ow gj 4 4 N NN xZ aQ E4 1/4" MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING NON - STRUCTURAL FINISH MATERIAL BRICK OR W000 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING /4" MAX. 01 CONNEC1IEN 1YPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) 1/4" MAX. C4 CONNECTION 1YPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ONCRETE OWALL MOUNT / BUILD OUT SECTION SCALE: 3 ". 1'- 0" l. -2" NON- STRUCTURAL FINISH MATERIAL FASTENING HE MOWED theavtlBvilO' Florida gig ETE BLLOCK (IWCPAIIEL wan .T -4" 6 MFX OH MN LOAD 72A9P O INTERIOR FASTEMNG ANGLE ASSEMBLY BY SCALE. 1 -1/2° . T -0" Division PRODUCT REVISED DETARSO6 TNOTE1 assamplying pith tins Reeds THESE DETAILS DEPICT THE Buiding Code CONNECTION OF THE LAST PANEL A aceNa0 C p FOR FROM INSIDE. USE OR AN OPENING WITH PANELS % - lo OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. Y.J. Knezevich lane w Pt 0010.53 WEN OM " 09/15/2008 08-351 PAGE4 af 6 0.050" AWMINUM STORM PANEL, ANCHOR SCHEDULE 9051 EM =ALM SPX= (INCHES REP1flt1 FOR VAMPS DEM LOAM AOBPANS ePSP �n y 5934014 TYPE LOAD (W) MAX. (505 401E 1) SPANS UP TO (8100014 t) SPANS UP TO I LBEE 401E M) SPANS UP TO 01510101) SPANS UP TO 6' -0•' (110OTEfI SPANS UP TO 6{10OT0 t) SPANS UP TO WE M" GIPI.I•EDGE DISTANCE 69N. 2 M' 6006 DISTANCE CONNECTION TYPE (SEN0152) 01 C2 C3 C4 CS CONNECTION TYPE 5010103) 01 C2 C3 C4 CS 008600TWFI TYPE 0035301109 TYPE REENDIE3) (561240103) Cl C2 03 C4 SCI C2 03 C4 C5 CONNECTION TYPE ENEMIES Cl C2 C3 C4 C5 CONN2CTKIN TYPE (BEE N0T03) CI C2 C3 04 CS 14 14 W 14 17 10 14 u 9 14 72 14 ?�" " ■O` °1 °"O1` ° "" v4'oIry .:;� 0 M•v4•ML •. 43.0 30.0 72.0 64.0 150.0 14 14 14'! 14 14 14 14 14 14 14 11 14 4 7 0 8 8 7 6 9 4 4 4 3 3 24 24 14 6 14 14 14 5 14 8 11 3 14 7 10 3 . 7 10 3 5 14 11 4 24 8 3 14 7 3 14 7 3 14 7 14 4 14 14 14 14 14 14 3 14 14 14 14 14 10 3 14 14 14 12 10 10 1 14 13 14 10 9 10 3 24 B 11 8 7 14 14 14 14 12 14 14 14 14 12 10 14 24 9 13 8 7 24 14 8 11 6 7 14 14 8 11 8 7 14 13 11 10 9 9 24 9 7 3 11 8 7 8 11 8 7 8 11 8 7 14 11 14 8 9 150.0 14 11 14 6 5 14 11 14 6 5 �al� F {8M{O}�EN�CIQ] LS>1�� 43.0 43.0 72.0 E!Ica�' aO MI�, .- i'�u1»��.wmwm.111_ . ' 7 �7 9 a 9 7 X3 j % 3 j 7 / 3 72.0 84.0 150.0 ELmuTI64O1t2Dtv4 840 14 10 1 4 7 6 14 6 9 5 4 14 6 9 5 4 141 . : : 6 9 B 6 611.V4 NA 150.0 14 6 9 5 4 14 8 9 5,4 14 6 9 1 4 14 8 9 8 8 14 6 9 8 8 14 8 9 8 4 6 5 6 3 14 6 9 8 9 14 6 9 6 3 00.1 /4•EDGEDIETANCE MIN. 3' EDGE DISTANCE >• V Z * " ° "" �� 43.0 !!! runnITIM ITIMI IWII gilillaral M A 50.0 14 14 14 9 8 10 14 6 19 9 4 4 14 14 14 14 14 14 14 14 14 12 9 4 1.1 9 y.1.por srA m mm 72.0 18391,r6� 403.3 84.0 14 10 14 4 5 5 7 4 124 4 3 14 7 14 5 4 4 B 4 11, 4 : 4 3 14 14 14 14 12 04 14 12 14 13 10 14 l:iCiigajl 8 13 10 8 7 10 10 8 !♦ 211111 SiV�si 7 0 10 8 7 ' 14 6 Mill smouss13111. Molscau 750.0 �QQ ©�Q�n� 6r null MIN. 2) EDGE DISTANCE f 4 A 4- 43.0 50.0 72.0 84.0 IBEEM©©© E�©©© 12 12 12 12 10 12 ee ®��DM� ® ©LEIS,ErRrEhr84211r111r11rst:aJ4is 11 6 10 7 5 12 6 8 8 5 6 8 6 8 12 12 12 u u 13 12 10 12 10 9 13 iiii�_:1 8 12 8 7 1�ET,�� 7 30 8 7 05 'M 7 REE 7 150.0 5jr ; =:1ritmu N1�2� c5- 12�2, �6�� r8=5a YYYiJLn i maT' : En 11 9 43.0 50.0 % % r / /� / % % % r % v %�� /�� j 14 14 14114 14 14 14 14 14 14 14 14 14 10 14 14 �� 14 14 14 14 , / / /irk /i /Aar /, 14 14 14 IA 14 14 10 14 12 9 04.48E30415.10 371.14" fA G1B�MNf 84.0 150.0 r Ave& VW�/ z n % 14 14 14 14 9 12 14 12 14 11 9 14 9 12 11 9 16 9 12 11 9 .9 11 9 9 11 9 1CONCRETE BLOCK Y11ti.��t��.tt11t��"��»11 ""7 84-1181( TAPCmI /V t-WM @�.D' 461 43.0 50.0 72.0 8 8 8 7 7 7 5 11 5 i/ 5 4 5 3% % 5 5I / 6 8 , // 14 14 14 12 4 12 12 4 9 7 9 7 4 B 4 9 8 4 8 4/ :/ I I 7 4 5 4 3 �' 84.0 QO.a %J /. 3 % / / / / /%�Y/ %% A nnIMI2M/ar111% ZA 100.0 FEW,. 401W. ©V / / / /AFAQ%007 A��I�TMEIV tee IIIWO 1�` ""61" "` " " " " " "" ' ELmuT9409omIv4.6 W1- WI03019301 49.0 24 14 14 8 11 8 11 5 8 4 3 14 14 14 11 8 11 11 7 9 8 8 5 4 50.0 723 84.0 100.0 14 14 14 7 9 5 9 0 8 4 8 4 QE,.12iQr tii Alta EXIMILISILlULALIIIMMILW I t 9 4 9H��ef0� 7, 3 /,/ 9 5 9 4 5 5/ 6 4 3 3 3 6 3 3 4 A, 3 3 3 nZ/AKAQ%O©Q%AIYIJKENIEWI1ICIEI00EKIEM ia:IVEi1IQE1%ZI��0� A lQ�y /� / /E�l7��% A /, fi / / /// 14 14 14 9 5 9 8 460464343 ii3fi91fit+ieii9nLMAI©EILE= 14 9 34 16 7 14 11 4 5 9 7 9 6 5 6 8 7 31 7 B 11 5 6 11 3 8 5 7/ 4 4 3 6 6/ 4 7 6 4 4 5 4 4 4 5 5 4 9 4 3 A 3 4 3 3 4 3 a $ 4 a 5 4 4 4 5 5 4 F�- .-- }�}�¢�¢p� 1=0=0> 43.0 50.0 72.0 84.0 150.0 Ij--- V4ro 010 11 -v4. MIN. 2° EDGE 01371)RCE 033.3° EDGE DISTANCE *I "' " *■i 43.0 50.0 14 14 1 13 11 14 I4 14 11 9 14 14 14 9 8 14 7 14 6 5 14 11 14 8 6 24 6 10 5 4 14 14 14 14 14 14 14 14 14 34 12 14 14 14 11 10 14 12 14 10 8 14 8 14 9 7 8 11 7 6 O;Y ALL PANTS =m1 44410910011m'0f®108 + 480055511'51 RFL 93004 72.01 84.0 150.0 4 1 1 1 8 14 8 14 8 13 5 7 5 6 1 3 5 8 5 4 1 3 1 7 9 4 5 15 5 7 5 4 15 5 7 5 4 4 13 5 7 3 4 13 5 7 5 4 2 4 1 2 1 4 14 9 14 14 5 7 1 0 8 1 4 9 7 14 7 5 14 8 9 7 6 2 4 5 7 7 5 24 5 7 7 5 14 5 5 7 7 5 1 7 7 5 * 43.0 ItillintgQ 111'lfritiiln MiQE P A i% 11 MAMMA 30.0 72.0 04.0 150.0 6r LI i p�lL• iifa�>iil's0 sr a, FLJIi�ii ii :l illaIM I iE 1`MUMMA CILIUM EiSiiiF lIJMII 142010141111111.1111UaltillaintilinantallUMMUIIIIIMILI anal Wl's 3�ULIna{'i,R.a�MILMIi1a ANCHOR SCHEDULE FA913361 WAWA EPAO022 (OBOES) MUSED 801 W2= DESOILOA09NGSPANS 3.j P3 ANCHDR TYPE LOAD (W) P.S.P. MAX. SEE 801E 1) M7 3/4° EDGE DISTANCE SPANS UP TO MIME i1 SPANS UP TO ( NOTED SPANS UP TO (0E120101 CONNECTION TYPE (3E:93113) 01 02 C3 C4 CS 0344E07104 (8EE501E3) C1 02 TYPE C3 C4 CONNECTION 0E0 C5 C1 C2 TYPE NOTES C3104 C5 WOOD y��y�ty -y�► 43 0 50.0 72.0 14 14 14 tb 14 14 14 14 14 14 14 10 14 14 W 14 17 10 14 u 9 14 72 14 9 9 9 9 6 6 14 13 14 7 8 14 13 Id 7 8 14 11 14 8 5 Q- U---+ 0P ~6 1.�„,'.nc, ri1�FT.�ri19W1dO�_ 84.0 14 is 14 8 7 14 11 10 8 5 14 11 14 8 9 150.0 14 11 14 6 5 14 11 14 6 5 14 11 14 8 6 `` *I�, .. 1,..\\\\\\ ��4yy Mato V 43.0 43.0 72.0 14 14 14 14 1' 11 13 9 13 3 11 7 �7 9 a 9 7 X3 j % 3 j 7 / 3 72.0 84.0 150.0 9 8 8 9 4 7%� 9 11 9/ 3 %7/3/7/3 7 4 / 7X, 4 7� 3/ *trOarinagSv Fup e T�7 1 43.0 14 14 14 14 19 14 14 14 10 9 14 10 14 7 6 30.0 72.0 14 14 14 14 14 14 13 11 9 8 14 14 14 14 7 11 9 8 6 3 14 7 13 6 3 14 6 9 6 9 84.0 150.0 14 10 14 14 8 9 8 614 6 314 6 9 6 9 6 5 6 3 14 6 9 8 9 14 6 9 6 3 MOOS NOM ELSpAppR g AVE ppE �p pE E �ryQy pgCHpp 5pp t. SP_ _ . __ _ W IT4ABLF LI PKA2 SPANS WRFSPECWTLC EASP UST EE LUOTEO TO WISE 2 �1�Q1�U�AI. TO NEGAT VE0 45( S LtAiDNESHUT ER AND SELECT SV N GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING 5401(09 DETAILS FOR IDENTIFICATION OP 00900 TIO N TYPE. 4. YOXR se 1% SCHU. PPOPR ANGRT V4AED ON E EI S. p 0011;IS s LL. INSTALLED OO ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL 1IENIII08 00 STUCCO. 7. vARBYERSE to y PI,VW THAT PP5TE 00 TO PLYW000 9 ACCEPTWAB0. ONLY FOR SIEGESELRRCLOSUp EE�QPq�IE7ECWla01 PAN y/ pO 7(MA 81 3g 8. -301.11 07 ) E 4400Ne(3 A000g TOARBLE PATER D 01PR ML 4G SO0F EWS 40 LALLLABE PHILLIPS PAN HEAD OR HEX HEAD. 1p p g R 9. BASEIHAqNCHH0pR ANOSMAYL0401 OTHNBR A PAN HEAOOATRGUSSHSHTHF.AOD ORRW FER HEAD'SIDEWALK BOLT). U.O.N. 10. % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 12. ALL *POINTS SOLID SET AND POWERS CALK -IN ANCHORS MAY ONLY BE USED W CONCRETE WALLS, HOLLOW CONCRETE BLOCJC WALLS CR CONCRETE SLABS ON GRADE 13. FOR ELCO CRETEFLFX SSA. CONCRETE STRENGTH. 90'•3.5 KSL FOR TTW TAPCON, CONCRETE STRENGTH. Fo-3.2 KS. FOR ALL OTHERS CONCRETE STRENGTH. Foo6 3 K9. PRODULTRENIEWBD us complying with Building Coda Fhm Florida Acceptance No o -0' 2 -.0¢ Division IL • PROM= REVISED 039104591 1T109d01 8165W0 Balding Coda Acceptance Nailla05- Date D O BY 1 1 1 1 1 1 8 o- m 1 . 1 : 4 NOTED 4"d 05/15/2008 08-351 PAGE S of 6 4 T MINIMUM STORM PANEL SEPARATION FROM GLASS B POSITIVE A POSITIVE L LOAD (WI E O (P.S.F.) ( ACTUAL SPAN (L) (PT - 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) 2 d9.9 _ 8 -0 3 2 -1/4 10 -6 3 3 -3/8 S00 8 -8 3 2 -1/2 9 -10 5 3 -1/4 60D 8 -8 3 2 -3/4 9 -5 5 3 -1/4 70.0 4 -0 3 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 800 4 -0 3 1 -1/2 8 -4 3 3 B00 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 I20D 3 -0 3 1 -1/2 6 -4 3 2 -1/4 10.050" ALUMINUM STORM PANEL TABLE 1 NOTES 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER SPAN VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A 8 1 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) SPAN FOR NEGSPAN FOR POS PRESSURE PRESSURE (PT - IN) (FT - IN) 40.0 12' -0" 10' -4" 45.0 1T -3' 10' -Y 50.0 10•_8" 9._9" 55.0 10' -2" 60.0 9' -9" 62.0 9._7" 65.0 8' -11" 70.0 8._7" 72.0 75.0 80.0 90.0 6' -B" 100.0 6' -7" 110.0 120.0 5._0" 130.0 140.0 150.0 PRODUCT RENEWED ca� swim the Florida Acceptance No o- 0929.0¢ Doe /s By s Control PRODUCT REVR)ED es complying with ihertarlds Baidiug Code Aaepm0OeNo0 -01. Doe 1 1 j a e V.J. Knezovich FL Was taw P6 OPICIM ROM 55 NOIED D5/15/2008 oroaw 08-351 PALES o}8 TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. June 18, 2012 Building Department Att: Building Official Dear Sirs / Madam, RECJEAVIT.D JUL 2 7 2012 12 -347 tilteco@aol.com FL P.E. License No. 44167 FL E.B. License No. 0006719 This is to certify that ROLLINGSHIELD INC. has submitted to Miami Dade County Department of Permitting, Environment and Regulatory Affairs /Product Control Section, Tilteco Inc's Drawing # 12 -042 in order to obtain a Product Approval revision from their current Approval NOA# 09- 0527.07 The new drawing #12 -042 (two signed and sealed copies attached) covers the 40 mm SLAT ROLL - UP SHUTTER and fully complies with the 2010 edition of the Florida Building Code. The processing number for this Application in Miami Dade County is #12- 0612.21. This number will become the Notice of Acceptance (NOA) number. Should you have any questions, please do not hesitate to call us. WAT /eds D: \TILTECO \LETTERS.12\ ROLLINGSHIELD INC_40 mm Slat Roll -up Shutter- Letter - Building Department.347 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871 -1530 - Fax: (305) 871 -1531 ri GENERAL. NOTES: 1 'ROLL-UP SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR CODE COMPUANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS ROLL-UP SHUTTER MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI - DADE /BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7 -10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) . DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4, 5, 5A, 5B & 10 THRU 16. - IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7 -10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4, 5, 5A, 58 & 10 THRU 16. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING INTO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. , ROLL -UP SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER TAS -201, 202 & 203 PROTOCOLS, AS PER FENESTRATION .TESTING LAB. REPORTS # 2485, 2640, 2641, 2642, 2637, 2736, 2737 & 3013. 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -T6 ALLOY & TEMPER (UNLESS OTHERWISE NOTED). 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. ALL TEK SCREWS SHALL BE AS MANUFACTURED BY ITW BUILDEX, INC. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 4. BOLTS TO BE ASTM A -307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 5. STORM BARS AT FLOOR AND CEIUNG MOUNTING INSTALLATIONS MAY BE REMOVABLE AT NON HURRICANE CONDITIONS. HOWEVER, EACH STORM BAR SHALL BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH A WARNING NOTE. INSTRUCTING THE TENANT OR OWNER THAT STORM BARS MUST BE INSTALLED WITH CORRESPONDING HARDWARE DURING PERIODS OF HURRICANE WARNING AND THAT ROLL UP SHUTTERS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL, STORM BAR ARE INSTALLED AS DIRECTED. 6. REMOVABLE STORM BARS SHALL BE STORED IN A CONSPICUOUS PLACE WITH EASY AND IMMEDIATE ACCESS SO THAT THEY CAN BE REACHED AND INSTALLED• ANY TIME (HURRICANE CONDITIONS OR NOT) SLATS ARE ROLLED DOWN. THE EFFECT OF THE SLATS ROLLED DOWN WITHOUT STORM BARS IS; THOSE SLATS WILL SLIP OUT OF TRACK DUE TO THE DEFLECTION CAUSED BY WIND FORCES. WHEN REMOVING STORM BARS, ONE STORM BAR SHALL ALWAYS BE LEFT INSTALLED (SHALL NOT BE REMOVED). THIS CONDITION IS ONLY REQUIRED FOR HEADER SPANS EQUAL OR GREATER THAN 12' -0 ". 7. ANCHORS TO WALL FOR SIDE RAILS & BOX CONNECTION SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): (A) TO EXISTING POURED CONCRETE (Min. f'c =3192 psi): - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC. (B) NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4 ". NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1 ABOVE. TO EXISTING CONCRETE BLOCK WALL (ASTM C -90): - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY TTW BUILDEX, INC. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4 ". B.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTE B.1 ABOVE. (C) TO EXISTING WOOD FRAME BUILDING: SOUTHERN PINE #2 W/ G =0.55 MIN. - 1/4 "0 LAG SCREWS PER N.D.S. NOTES: C.1) MINIMUM THREADED PENETRATION OF LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2" NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. C.2) MINIMUM EDGE DISTANCE OF LAG SCREWS INTO WOOD SHALL BE AS INDICATED ON SHEET 11. C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE. 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9. ANCHORS REQUIRED FOR STORM BARS, HEADER & MUWONS CONNECTIONS TO CONCRETE (MIN. f'c =3000 PSI) SHALL BE AS SPECIFIED ON APPUCABLE SECTIONS SHOWN ON SHEETS 5, 5A, 58, 6, 7, 8 & 10 OF 16 RESPECTIVELY. - CALK -IN ANCHORS TO BE AS MANUFACTURED BY POWERS FASTENERS, INC. - TAPCON ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. -KWIK BOLT TZ EXPANSION ANCHORS AS MANUFACTURED BY HILTI, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL ANCHOR SPACING -1/4 "0 TAPCON 3" -1/4 °0 CALK -IN 2 1/2" - 3/8 "0 CALK -IN 3 3/4" -1/2 "0 CALK -IN 5" - 5/16 "0 TAPCON XL 3 3/4° - 3/8 "0 KWIK BOLT TZ 6° -1/2 "0 KWIK BOLT TZ 9 3/4" EDGE DISTANCE 3" 3" 4 1/2" 6" 4° 4 3/8" 6" 10. POLYETHYLENE BLOCKS USED AT SPRING LOADED SYSTEM FOR THE FOLLOWING SPECIFICATIONS: ASTM DESIGNATION, D256 D638 D790 MINIMUM EMBEDMENT POURED CONCRETE CONCRETE BLOCK 1 3/4" (Min. f'c =3192 psi) 1 1/4" (ASTM C -90) 7/8" (Min. f'c =3000 psi) - 1 1/4" (Min. f'c =3000 psi) 1 1/2" (Min. f'c =3000 psi) 2" (Min. f'c - =3000 psi) 3 1/4° (Min. f'c =3000 psi) 1 3/4" (ASTM C -90, GROUT FILLED) REMOVABLE STORM BARS SHALL COMPLY WITH PROPERTIES VALUE IMPACT RESISTANCE 7.95 FT -Lb /In (AVERAGE) TENSILE CAPACITY 4243 psi (AVERAGE) FLEXURAL CAPACITY 1012 psi (AVERAGE) 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 12. THE INSTALLATION CONTRACTOR IS TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND• FULL LENGTH. 13. SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4" ABOVE THE BOTTOM OF SUCH RAIL. LABEL SHALL READ AS FOLLOWS: ROWNGSHIELD, INC. MIAMI, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 14. ROLL -UP MECHANISM NOT PART OF THIS APPROVAL. 15. ROLL -UP SHUTTER INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 16. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D. PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILTY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.Q. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1��00p " " "C6 s IS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL OOP �t{> A, p,4KCORD THAT PREPARED IT. •, ••' \CENtSF'eo, re o *; �L C 2012 TILTECO INC. AND SIGNATURE OF THE PROFESSIONAL ENGINEER /1717= INC. \ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. (. )87 19305, RONK GARDENNS,,7F1. 33166 e —matt: tllteco @aol.com E6- 0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 Florida Building Code (High Velocity Hurricane Zone) 40mm SLAT ROLL -UP SHUTTER DRAWN BY LG. /AG ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL 33122 Phone : (301)438 -9661 . Fax : (301)438 -1373 06/01/12 DATE REY. No oascmrttaN 847 REV. Na ONE 12-042 DRAWING No OLD 09 -039 as/o1 /tz SHEET 1 OF 16 P 1 (To.) P O O O Max. SLAT SPAN (SEE SCHEDULE) END) 7 P % S MAXIMUM HEADER SPAN (SEE SCHEDULE) HOORO (SIMILAR) Cont. 1 5 5 Max. SLAT SPAN (SEE SCHEDULE) "I)AP U Max. STORM BAR SPACING (SEE SCHEDULE) TYPICAL SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE SEE SHEET 2r 3, 34 & 9 OF 16 FOR COMPONENTS NOMENCLATURE Max. MULLION SPACING I TYPICAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) NOTE SEE SHEET 2, 3, 34 & 9 OF 16 FOR COMPONENTS NOMENCLATURE. Max. HEADER SPAN & Max. MULLION SPACING (SEE SCHEDULE) W -1 OORO Cont. NEIr W -1 Max. SLAT SPAN (SEE SCHEDULE) TYPICAL . CONSECUTIVE SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE SEE SHEET 2, 3, 3A & 9 OF 16 FOR COMPONENTS NOMENCLATURE. Hump 1O (TYP. Ea. END) 1� Max. SLAT SPAN (SEE SCHEDULE) Max. STORM BAR SPACING (SEE SCHEDULEJANIVAIll WARNING: THE EXTRUSIONS, PARTS AND COMPONENTS ILLUSTRATED ON THIS PRODUCT APPROVAL DRAWING ARE GENUINE ROLUNGSHIELD PRODUCTS. TO PRESERVE THE INTEGRITY OF DESIGN AND PERFORMANCE STANDARDS, ROLUNGSHIELD EXTRUSIONS, PARTS AND COMPONENTS CANNOT BE SUBSTITUTED. THE MANUFACTURING OF THESE SYSTEM USING PARTS AND COMPONENTS OTHER THAN THOSE SPECIFIED HEREIN OR BY ROLUNGSHIELD IS STRICTLY PROHIBITED AND MAY INVALIDATE THE PRODUCT APPROVAL irr- TYPICAL CONSECUTIVE MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) WHEN �� NOTE SEE SHEET 2, 3, 34 & 9 OF 16 FOR COMPONENTS NOMENCLATURE APPLICABLE q WHEN APPLICABLE NOTE: SEE SECTIONS ON SHEETS 4 7HRU 11. Florida Building Code (High Velocity Hurricane Zone) 0 2012 TILTECO INC. /1it'ENC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 38th. S., Ste. 305, VIRGINIA GARDENS, Fl. 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44187 40mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MLAMI, FL 33122 Phaae : (.T010436 -5881 . Far : (205)430 -5523 MY.. No 2 DZSGOZIPION GATE OLD 09-039 00/01/12 A£V. No OESOI®PRON GAME DRAWN BY: L.G. /AG 06/01/12 DATE 12 -042 DRAWING No SHEET 1A OF 16 AO TYPE 1 SLAT: EXTRUDED ALUMINUM SLAT 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" I---2000•--1 .250° TYP. TYPE 4 STORM BAR: 4" HEAVY EXTRUDED STORM BAR 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 4.000' .140° N .045' 150 © TYPE 2 SLAT, EXTRUDED ALUMINUM BOTTOM SLAT 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" z.000' 2000• .250° O HEADER TYPE 3: 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 2000 " --{ r 1N .158' TWP. © TYPE 1 STORM BAR; 2" EXTRUDED STORM BAR 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 3/6° -16x4 1/2' S.S. CAP SCREWS W /NUT 24" O.C. STARTING AT 10" FROM TOP AND BOTTOM OF STORM BAR. TYPE 5 STORM BAR: 3" EXTRUDED STORM BAR 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 2.593° 1.050° 1.143' 2.000° 2000• Fn TYPE 6 STORM BAR; 4" HEAVY EXTRUDED STORM BAR 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 1.543 °—J JO TYPE 1 SIDE RAIL: 606.3-T6 Alum. ALLOY SCALE: 1/2" = 1" .125' TYP TYPE 2 STORM BAR: 3" EXTRUDED STORM BAR 6063 -76 ALUMINUM ALLOY SCALE: 1/2" = 1" 2050 °� .125' TYP © TYPE 3 STORM BAR; 4" EXTRUDED STORM BAR 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1 " "16x4 1/2° S.S. SCREWS ' O.C. STA NUT 3 000' —i G 1 T OP A 10" FROM TOP AND TOM OF STORM BAR. h 1 .125° TYP. HEADER TYPE 1: 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" r L 4.000' O HEADER TYPE 2: 606.3—T6 ALUMINUM ALLOY SCALE: 1/2" = 1" IVa 4416 t • TA 000 1. ®O• .125° TYP. Florida Building Code (High Velocity Hurricane Zone) 0 2012 TILTECO INC. IL ECO INC. \ TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. � (3 Ste. VIIRCIwAt3As GARDENS, F1. 33166 e —mail: Ulteco ®aol.com EB- 0006719 WALTER A. TILLIT Jr. P.E. FLORIDA LIc. # 44167 40mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL 33122 Phone : (305)438 -8861 . Fax : (305)438 -5513 DRAWN BY L.G. /A.G 06/01/12 DATE Alt No 2 DESORPTION 64T4 R5: No OUDIRPTION &FE 12 -042 DRAWING No OLD 05- 038 68/01/12 SHEET 2 OF 16 3/E CAP AT 707 .250° .250' p TY. $ N 1 TYP Fn TYPE 6 STORM BAR; 4" HEAVY EXTRUDED STORM BAR 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 1.543 °—J JO TYPE 1 SIDE RAIL: 606.3-T6 Alum. ALLOY SCALE: 1/2" = 1" .125' TYP TYPE 2 STORM BAR: 3" EXTRUDED STORM BAR 6063 -76 ALUMINUM ALLOY SCALE: 1/2" = 1" 2050 °� .125' TYP © TYPE 3 STORM BAR; 4" EXTRUDED STORM BAR 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1 " "16x4 1/2° S.S. SCREWS ' O.C. STA NUT 3 000' —i G 1 T OP A 10" FROM TOP AND TOM OF STORM BAR. h 1 .125° TYP. HEADER TYPE 1: 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1" r L 4.000' O HEADER TYPE 2: 606.3—T6 ALUMINUM ALLOY SCALE: 1/2" = 1" IVa 4416 t • TA 000 1. ®O• .125° TYP. Florida Building Code (High Velocity Hurricane Zone) 0 2012 TILTECO INC. IL ECO INC. \ TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. � (3 Ste. VIIRCIwAt3As GARDENS, F1. 33166 e —mail: Ulteco ®aol.com EB- 0006719 WALTER A. TILLIT Jr. P.E. FLORIDA LIc. # 44167 40mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL 33122 Phone : (305)438 -8861 . Fax : (305)438 -5513 DRAWN BY L.G. /A.G 06/01/12 DATE Alt No 2 DESORPTION 64T4 R5: No OUDIRPTION &FE 12 -042 DRAWING No OLD 05- 038 68/01/12 SHEET 2 OF 16 3.000' .125" TIP. ® TYPE 1 MULLION: 4" EXTRUDED MULLION 6063 —T6 ALUMINUM ALLOY SCALE 1/2° = 1 4.000' 250° fTYP 0 TYPE 2 MULLION: 4" HEAVY EXTRUDED MULLION 6063 —T6 ALUMINUM ALLOY SCALE: 1/2" = 1 ° 4000° .250' © TYPE 3 MULLION; 6" EXTRUDED MULLION 6063 —T6 ALUMINUM ALLOY SALE 1/2° = 1' QQ BOX COMPONENTS AND ASSEMBLY DETAIL (SEE SHEET 3A OF 16 FOR ALTERNATE ROLL —UP SHUTTER LIFTING MECHANISMS) (SEE NOTE 13 ON SHEET 1) . STUB DETAIL 45 CHAMFER (OPTIONAL) (N. T. S.) TOP PROFILE 3005 —H28 ALLOY. BOTTOM LEADER W /PLUSH. REAR PROFILE 3005 —H28 ALLOY. BOTTOM PROFILE 3005 —H28 ALLOY. COVER PROFILE 3005 —H28 ALLOY. NYLON DISK: 4 7/4° 0. D. ROLLING CUSH /ON W /BALLS. BOX SIDE BRACKET CAST ALUMINUM. * RIBBON: 17/32° WIDE. SIDE RAIL. SLAT. EXTRUDED ALUMINUM DRAWING HOOP. GALVANIZED STEEL DRUM: 1 9/16° 0. D. x 0.032° Thk. * RETAINING METAL PLATE: 26 Go. Go lv. Stl. AT EACH ENO. NYLON FERRULE: 1 17/32° 0. D. x 0.045° Thk. x 3 5/16° Long. NYLON FUNNEL. SCREWS: // 4 x 1/2° S. S. ® BOX SIDE BRACKET TYPES • SHALL BE CAPABLE TO SUSTAIN SLAT'S WEIGHT AND ASSURE LIFTING MECHANISM (SEE NOTE 13/1). ® 2012 TILTECO INC. IL ECO INC. \ TIWT TESTING & ENGINEERING COMPANY 8358 N.W. 38th. St.. Ste. 305, VIRGINIA GIWDEN5 Fl. 33188 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tllteco &aol.com EB- 0008719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 Florida Building Code (High Velocity Hurricane Zone) 40mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, R.. 33122 Phone : (305)436 -6881 . Fax : (305)436 -552J REY. No 2 DESCRIPTION DATE REV. Na DESCRIPTION OATS OLD 09-03.9 05/01/12 DRAWN BY L.G. /A.G 06/01/12 DATE 12 -042 DRAWING No SHEET 3 OF 16 TYPE DRIVE ROLL —UP SHUTTER SYSTEM MOTORIZED ROLL —UP SHUTTER SYSTEM ALTERNATE ROLL - UP SHUTTER LIFTING MECHANISMS (SEE NOTE 13 ON SHEET 1) HAND CRANK ROLL —UP SHUTTER SYSTEM Florida Building Code (High Velocity Hurricane Zone) ® 2012 11LTECO INC. /1itIi.NC. TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. 51., Ste. 305, VIRGINIA GARDENS, Fl. 33188 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tllteco' aol.com EB- 0006719 WALTER A. TIWT Jr. P.E. FLORIDA Llc. # 441'67 40mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL. .33122 Phone : (75)435 -8581 . Far : (305)438 -5523 DRAWN BY: L.G. /AG 06/01/12 DATE NW. No DESCRIPININ DATE MK No DESCRIPTION DM 1 01.0 09-039 08/01/12 2 12 -042 DRAWING No SHEET JA OF 16 TAPCON ANCHORS (SEE SCHEDULE ON THS SHEET) POURED CONCRETE OR CONCRETE BLOCK REQUIRED E. D. SECTION P - P (1) : WALL MOUNT SCALE, 1/2° = 1" TAPCON ANCHORS (SEE IS SHEET)ULE ON .250" 1/4'0 x 3/4° TEK SCREW 6 6° 0. C. POURED CONCRETE OR CONCRETE BLOCK REQUIRED 2°x2°x1/8" Cont. Alum. ANGLE SECTION P - P (2) : INSIDE MOUNT SCALE. 1/2" = 1 ° SIDE RAIL ANCHOR SCHEDULE MAXIMUM A.S.D. DESIGN PRESSURE RATI G (p.s. f.) AND CORRESPOND ING MAXIMUM ANCHOR SPACING (in) * FOR SIDE RAILS ) CO NECT/ON TO POURED CONCRETE OR MASONRY WALLS (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAX. A.S.D DESIGN PRESSURE RATING (p.s.f.) • SIDE RAIL JO SUBSTRATE WALL MOUNT INSIDE MOUNT BUILD —OUT MOUNT 80.0 OR LESS CONCRETE BLOCK 6" 6" 6" POURED CONCRETE 6" 6" 6" >80.0 TO 150.0 CONCRETE BLOCK 5" 4 1/2" 6" POURED CONCRETE 6" 6" 6" >150.0 TO 160.0 CONCRETE BLOCK 5" 4 1/2" 6" POURED CONCRETE 6" 6" 6" * MAXIMUM ANCHOR SPACING (in.) AT SIDE RAILS VERSUS EDGE DISTANCE = E.D. MAXIMUM ANCHOR SPACING ARE VALID FOR 3" EDGE DISTANCE. TAPCON ANCHORS (SEE SCHEDULE ON THIS SHEET) 1/410 x 3/4" TEK SCREW ® 6° 0. C. --I 1/2° OR OP 1/40 x 3/4" TEK SCREW CO 6° 0. C. r�l 0 1/4° \ Max. W -1 OR W -2 SECTION Q - Q : MULLION MOUNT (FACE MOUNT) SECTION R - R : MULLION MOUNT (FACE MOUNT) SCALE 1/2" = 1" SCALE: 1/2" = 1 " 1/40 x 3/4" TEK SCREW W 6° 0. C. 1/4° Max. W -1 OR W -2 OR 1/4° \ Max. POURED CONCRETE OR CONCRETE BLOCK REQUIRED Lam/ E. D. 3° max. EQ,I EQ . . ° 1/4 Max. 1 °x3°x1 /8, 2"x3"x1/8; 3°x3°x1/8" OR 4"t3 "x1/8" CONT. BUILD -OUT TUBE. SECTION P - P (3) : BUILD -OUT MOUNT SCALE 1/2" = 1" " ".1SA A. r�l�;' sow`- �,. oa�y�•.�,GEIVSF•��,= /f)rlrc >eB�o, Q `Sf4NALE� 250° Max. a x2 X1 /8 oonc ALUMINUM ANGLE 1/40 x 3/4° TEK SCREW ®6° 0. C. 1/40 x 3/4° TEK SCREW @ 6° 0. C. .250" M . EQ EQ ED OR® a°x2°Xt /8° Cont. ALUMINUM ANGLE SECTION R - R : MULLION MOUNT (INSIDE MOUNT) SCALE: 1/2" = 1" Florida Building Code (High Velocity Hurricane Zone) 0 2012 TILTECO INC. /iT[IiNC.\ TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 38th. St, Ste. 305, VIRGINIA GARDENS, Fl. 33168 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco @aol.com EB- 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Uc. # 44167 40mm SLAT ROLL —UP SHUTTER DRAWN BY LG./A.G ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MGIMI, FL. 33122 Phone : (305)438 -6661 . Fax : (303)436-5523 06/01/12 DATE REV. No DESCRIPTION curs REV. No DESCRIPTION PATE 12 -042 DRAWING No OLD 08-039 06/01/12 SHEET 4 OF 16. POURED CONCRETE , W/ 4° MIN.THICKNES$ REQUIRED (rc =3000 p.s.L MIN.) 1°x250/8° Cont. Alum. ANGLE W/ 14 0 x 1 34° TAPCONS ANCHORS ® 12" O.C. %/ EXISTING MASS POURED CONCRETE W/ 4° MIN. THICKNESS REQUIRED (rc =3000 p.s.I. MIN.) 1 itrx1/8° Cont. Alum. ANGLE W/ I/40 x 1 J/4° TAPCONS ANCHORS 12° 0.0. 1 (Min.) O OR SEPARATION TO GLASS 1-- SEE SCHEDULE ON SHEET 12 IOF 16 (BEYOND) R OD S W 2000° (Min.) 00R EXISTING GLASS SEPARATION 70 GLASS --- SEE SCHEDULE ON SHEET 12 OF 16 R O (BEYOND) 2 000° (Min.) R FOR INSTALLATION INTO HEADERS USE (2) 1/4 "0x3/4° TEK SCREW EACH SIDE FOR INSTALLATIONS INTO CONCRETE, 1 1/2x1 1/2 "x1/8" USE (1) 1/40 TAPCON ANCHOR, x STORM BAR DEPTH EACH SIDE AT CENTER OF ANGLE Alum. ANGLE EA. SIDE FOR ANY SLAT & STORM BAR SPAN UNDER A.S.D. DESIGN PRESSURE RATING FOR A.S.D. DESIGN PRESSURE RATING BETWEEN 80psf & 100psf, USE SAME CONNECTION W/ TABLE 5 FOR MAX. SLAT & STORM BAR SPAN LIMITATIONS. --FOR A.S.D. DESIGN PRESSURE RATING GREATER THAN 100psf AND ANY SLAT & STORM BAR SPAN, USE (1) 3/8°0 KWIK BOLT TZ ANCHOR, EACH SIDE AT CENTER OF ANGLE/ (2) 1/4 "0x3 /4" TEK SCREW AT EACH SIDE. 1-3/4 /4 --1 "L" MAX. STORM BAR SPAN 80.0 3' -0" 5, -9„ O k 5' -5" 100.0 2'-11" a s � O OR SECTION S — S (FOR FIXED ST RM BAR) FOR INSTALLATIONS INTO CONCRETE SECTION USE (1) 1/4"0x7/8" CALK -IN ANCHOR * SCALE : EACH SIDE AT CENTER OF ANGLE FOR FOR INSTALLATION INTO HEADERS USE SEW E4CH SIDE. K e-3/4" /4=i SCALE: 1/2 °= 1" 1 1 /2 "xl 1/2 "x1/8" x STORM BAR DEPTH Alum. ANGLE EA. SIDE 1 1/2(1 1/25t1/8 "xO' -3 1/2" ALUM. ANGLE W/ (1) 3/8 °0 KWIK BOLT 7Z ANCHOR AT EACH SIDE. EDGE OF WALL ANY SLAT & STORM BAR SPAN & A.S.D. DESIGN PRESSURE RATING UNDER 80psf. FOR A.S.D. DESIGN PRESSURE RATING BETWEEN 80psf & 100psf, USE SAME CONNECTION W/ TABLE 5 FOR MAX. SLAT & STORM BAR SPAN LIMITATIONS. OR A.S.D. DESIGN PRESSURE GREATER THAN 100psf AND ANY SLAT & STORM BAR SPAN, USE (1) 3/8"0x1 1/4° CALK -IN ANCHOR *, EACH SIDE AT CENTER OF ANGLE (2) 1/40 -20 S.S. M.S. W/7/80x3/32" WING NUT SECTION S — S (FOR REMOVABLE STORM BAR) SCALE: 1/2 "= 1" 1.000" 1.000" 1.000° 1.000° POURED CONCRETE W/ 4° MIN. THICKNESS REQUIRED OR GROUT-1 FILLED CONCRETE BLOCK WALL REQUIRED. EDGE OF WALL 2x4 (MAX.)x1 /4 x 0' -6" ALUM. ANGLE EACH SIDE 2) 1/4 °0x3/4" TEK SCREW AT EACH SIDE. SECTION 51 - S9 POURED CONCRETE WITH 4° MIN. THICKNESS REQUIRED (f c =3000 p.s.L MIN.) ■ SCALE: N. T. S. 777/// POURED CONCRETE W/ e MIN.THICKNESS REQUIRED 0c =3000 p.s.i. MIN.) FOR 1/4 °0 TAPCON ANCHORS OR 1/4 °0 CALK-IN ANCHORS FOR 3/8 ° °0 CALK -IN ANCHORS FOR 3/60 KWIK BOLT 7Z ANCHO 2x5 (MMX jn1 /4x0' -6' ALUM. ANGLE W/ (2) 5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL AT EACH SIDE FOR ANY A.D. DESIGN PRESSURE RATING AND SPAN CONDMONS OR USE (2) 3/8 °0 KNW BOLT TZ ANCHORS TO POURED CONCRETE AT EACH SIDE 0° Min. FOR ANY A.S.D. DESIGN PRESSURE 3.00e RATING AND SPAN CONDITIONS USE (2) 1/40x3/4° TEK SCREW TO STORM BARS AT EACH SIDE: POURED CONCRETE W 4° MIN. TH/CIOVESS REQUIRED OR GROUT FILLED CONCRETE CEILING & FLOOR MOUNTING SECTION V —V(2) INSTALLATION BLOCK WALL REQUIRED. FIXED OR REMOVABLE STORM BARS W/CONCRETE .500" Min./ / 3.825" MI 1 /4. 30 \POURED CONCRETE In 4i WITH 4° MIN. `t: THICKNESS REQUIRED (f 3000 ps.L MIN.) • POURER CONCRETE W 4' MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. X W/ / NCRETE ANCHORS WALL MOUNTING SECTION V -V(1) INSTALLATION W/ FIXED STORM BARS W/ CONCRETE ANCHOR$ SCALE : 1/4" = 1" ( SEE SEC17ON •S' FOR T) R ANCHOR TYPE REQUIREMENT) SINGLE SPAN SECTIONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR & HEADERS. SECTION V - V OPTIONAL STORM BAR CONNECTION (2) 1/410 x 3/4" TEK SCREW AT EACH SIDE. S2 —S2 1/4" = 1" MACHINE SCREW FULLY EMBEDDED NTO ANCHOR NDETAIL A ANCHOR * 1/4° 0 -20 OR 3/8° 0-16 MACHINE SCREWS USED JOINTLY W/ 1/4° 0 x 7/8° OR 3/8° 0 x 1 1/4" CALK -/N ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DET. A). TABLE 5 A.S.D.DESIGN PRESSURE 4ATING(p.s. f.) MAX. SLAT SPAN "L" MAX. STORM BAR SPAN 80.0 3' -0" 5, -9„ 3' -2" 5' -5" 100.0 2'-11" 4' -0" OOR ® 1 1/2" x 1 1/2" x 1/8° ALUM. ANGLE EACH SIDE AS SHOWN ON SECTION S -S 2x4 TMAX.)x1 /4" CON T. ALUM. ANGLE, W/ CONCENTRATION OF (4) 5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL ® 4° O.C. AT STORM BAR LOCATION AND REST 1/40x1 3/4" TAPCON N 12" 0.C. 12 12" 12' ALTERNATIVELY 70 5/16"0 TAPCON ANCHOR, USE CONCENTRATION OF (2) 3/80 KW/K BOLT TZ ANCHORS TO POURED CONCRETE WALL @ 4' 0.C. AT STORM BAR LOCATION AND REST 1/4 0x1 3/4" TAPCON ® 12° 0.C. 2°x4 (MAX.)x1 /4° CONT. ALUM. ANGLE 0 2012 TILTECO INC. /ThiZNC.\ TILUT TESTING & ENGINEERING COMPANY 8793 Phone : (308)8711-- -1530. Fax (3055)871 - 1 531731 88 e -mail: tfteco®col.com E9- 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 SCALE : N. T. S. Florida Building Code (High 40mm SLAT ROLL -UP SHUTTER D c/ AG ROLLINGSHIELD, INC. 2500 N.W. 74.1 APE. MIAMI, FL 33122 Phone : (309)4.36 -8861 . Fax : (308)438 -552J 06/01/12 DATE NM DAM Ng"' No c8scmrnoN eaa 12 -042 DRAWING No OLD 09-079 08/01/12 SHEET 5 OF 16 POURED CONCRETE W/ 4° MIN.THICKNESS ' REQUIRED (f'c =3000 p.s.i. MIN.) 1/ 2 EXISTING 6 GLASS a. z 1 POURED CONCRETE W/ 4° M/N.TH!CKNESS REQU /RED (f c =3000 p.s.L MIN.) 1 x2°x1 /6° Cont. Alum. ANGLE W/ Yi 0 x 1 .1/4" TAPCONS ANCHORS 12° O.C. —2.00o 1 (Min.) J ®ORS:./ SEPARATION TO GLASS f- SEE SCHEDULE ON SHEET 12 OF 16 2.000° (Min.) (BEYOND) R POURED CONCRETE W/ 4° M/N.THICKNESS REQUIRED (f'c =3000 p.s.l. MIN) 11t254/8° Cont. Alum. ANGLE W/ Y4"0 x 1 J /4° TAPCONS ANCHORS 6 12' 0.C. 3° Min Al , �� . � E.D. A • 1 k • � �r LI& rii A , Ir 1 11 • OR Ol EXISTING GLASS FOR INSTALLATION 1 1 /2 °xl 1 /2 °xl /e x INTO HEADERS USE STORM BAR DEPTH (3) 1/4°03/4" TEK Alum. ANGLE FA. SIDE SCREW EACH SIDE. 1-3/4° /4'-1 FOR INSTALLATION INTO CONCRETE, USE (2) 1/4 °0 TAPCON ANCHORS, EACH SIDE, EACH ANGLE FOR ANY SLAT & STORM BAR SPAN & A.S.D. DESIGN PRESSURE RATING UNDER 100 psf. FOR A.S.D. DESIGN PRESSURE RATING GREATER THAN 100psf AND ANY SLAT & STORM BAR SPAN, USE (1) 3/8"m KWIK BOLT TZ ANCHOR, EACH SIDE AT CENTER OF ANGLE. (3) 1/4°0x3/4" TEK SCREW AT EACH SIDE. SECTION S — S (FOR FIXED STORM BAR) SCALE : N.T.S. FOR INSTALLATION INTO HEADERS USE 1 1/2 x 1 1/2"x1/8"x (3) 1/4143/4" TEK STORM BAR DEPTH SCREW EACH SIDE. Alum. ANGLE E4. SIDE 1-3/4° OE OR SECTI N S — S (FOR REMOVABLE STORM BAR) SCALE : N.T.S. 1 1/2 °x l 1/2 °x l/8 °x0'-4 " ALUMINUM ANGLE W/ (1) 3/80 KWIK BOLT TZ ANCHOR AT EACH SIDE. FOR INSTALLATION INTO CONCRETE, USE (2) 1/40x7/8' CALK -1N ANCHORS '6, EACH SIDE, EACH ANGLE FOR ANY SLAT & STORM BAR SPAN & A.S.D. DESIGN PRESSURE RAT7NG UNDER 100 psf. FOR A.S.D. DESIGN PRESSURE RATING GREATER THAN 100psf AND ANY SLAT & STORM BAR SPAN, USE (1) 1/20x1 1/2" CALK -1N ANCHOR ! EACH SIDE AT CENTER OF ANGLE (2) 1/40 S.S. THRU BOLTS W/ NUT 1.000" 1.000' 1.000° 1.000' (BEYOND) POURED CONCRETE W/ 4" MIN. THICKNESS REQUIRED 01? CONCRETE BLOCK WALL REQUIRED. EDGE OF—/ WALL POURED CONCRETE W/ 4° MIN. THICKNESS REQUIRED OR GROUT F7LLED CONCRETE BLOCK WALL REQUIRED. / TEK ) AT EACH SIDE SECTION Si - 81 I- I S1 SCALE : N. T. S 00 EDGE OF SECTION S2 — S2 SCALE : N.T.S. 3) Y4°6 x 3/4° TEK SCREW AT EACH SIDE. MACHINE SCREW FULLY EMBEDDED INTO ANCHOR DETAIL A SCALE : 1/2" = 1" ANCHOR *1/4"01-20 OR 1/20 -13 MACHINE SCREWS USED JOINTLY W/ 1/40x7/8° OR 1/20x1 1/2" CALK -1N ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DET. A). 1 1 /2 °xl 1/2°x1/8° ALUM. ANGLE EACH SIDE AS SHOWN ON SECTION S -S 2x5 (MAX.)x1 /4° CONT. ALUM. ANGLE W/ CONCENTRATION OF (6) 5/160 TAPCON XL ANCHORS TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL ® 4" 0.C. AT STORM BAR LOCATION AND REST 1/40x1 3/4° TAPCON W 12° O.C. POURED CONCRETE WITH 4° MIN. THICKNESS REQUIRED (f'e =3000 p.s.I. MIN.) // FOR 1/40 TAPCON ANCHORS OR 1/40 CALK -IN ANCHORS FOR 3/80 KWIK BOLT 7Z ANCHORS FOR 1/20 CALK -IN ANCHORS 3° Min: 3 5/8° Min G° Mln. 2°x5 (d X..)x1 /4x0 -6" ALUM. ANGLE W/ (2) 5/16°0 TAPCON XL ANCHORS TO GROUT FILLED CONCRETE BLOCK 01? POURED CONCRETE WALL AT EACH SIDE FOR A.S.D. DESIGN PRESSURE RA7TNG UP TO 140psf, r-9' Mona STORM BAR SPAN, OR USE (2 3/811 KW7K BOLT TZ ANCHORS 70 POURED CONCRETE AT EACH SIDE FOR ANY AID. DESIGN PRESSURE RATING AND SPAN CONDITIONS USE (2) 1/40x3/4" 7EK SCREW TO STORM BARS AT EACH SIDE CEIUNG & FLOOR MOUNTING SECTION V —V(2) INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W /CONCRETE ANCHOR$ ( SEE SECTION 'S' FOR ANCHOR TYPE REQUIREMENT) SCALE : N.T.S. SINGLE SPAN SECTIONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT SECTION STORM BAR &HEADERS • POURED CONCRETE W/ 4° MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. I / 1/ II 11 I 11 / II / II // 11 II ALTERNATIVELY 70 5/160 TAPCON XL ANCHOR, USE CONCENTRATION OF (2) 3/8 °0 KWIK BOLT 17 ANCHORS TO POURED CONCRETE WALL @ 4° 0.C. AT STORM BAR LOCATION AND REST 1 /4'0l 3/4" TAPCON @ 12° 0.C. 1 LPOURED CONCRETE ; \ WITH 4° MIN. H \ ` THICKNESS REQU/RED`F 1 /2° j \(%e =3000 p.s.i. MMI.) • POURED CONCRETE W/ 4° MIN. THICKNESS REQUIRED OR GROUT F7LLED CONCRETE BLOCK WALL REQUIRED. WALL MOUNTING SECTION V —V(1) INSTALLATION W/ FIXED STORM BARS W /CONCRETE ANCHORS V — SCALE : N.T.S. 4 OPTIONAL STORM .BAR CONNECTION 2°x5°xl /4° (MIN.) CONT. ALUM. ANGLE ® 2012 TILTECO INC. /1itENC.\ TILUT TESTING & ENGINEERING COMPANY 6358 N.W. �(b ., Ste. . IRGIINIA GARDENS. FL 33166 e -mail: tlltsco@aol.com EB- 0006719 WALTER A. 11WT Jr. P.E. FLORIDA Uc. # 44167 SCALE : M T. S. Florida Building 40mm yB >0 ®a'6,assr " °° EN ' • an If 4, // �- / * • eo. STATEOF Code (High Ve /oc mat., SLAT ROLL —UP SHUTTER °E ''Dm Grh,. ROLLINGSH /ELD, INC. 2500 N.W. 74th AVE MLIMI, FL. 33122 Phone : (745)436-8881 . Fax : (30.1X6-.452.1 06/01/12 DATE REV. No DESCRIPTION 6An' RSV. No DESCRIPTION 84 12 -042 DRAWING No orn 09-0J9 06/0I/12 SHEET 54 OF 16 • POURED CONCRETE W/ 4" MIN.THICKNESS REQUIRED (rc =3000 p.a.!. MIN.) 1512,11/8° Cont. Alum. ANGLE W/ Y4°0 x 1 44° TAPCONS ANCHORS 12° O.C. r- 2.000° (Min.) EXIST/NG"'-..) o GLASS OOR 1 SEPARATTON 70 GLASS SEE SCHEDULE ON SHEET 2 OF 16 I I I I (BEYOND) 2.000° (Min.) / / POURED CONCRETE w/ 4° MIN.THICKNESS REQUIRED (re =3000 p.s.i. MIN.) I = = I I O O FOR 1/4 °0 TAPCON ANCHO OR 1/40 CALK -IN ANCHORS FOR 3/80 KWIK BOLT 7Z ANCHORS FOR 1/2 10 CALK -/N ANCHO /// 3° Min: 3 5/8° Min ° Min: POURED CONCRETE W/ 4 MIN.THICKNESS REQUIRED (rc =3000 p.s.I. MIN.) /// EX /STING GLASS 1 x2 x1/8° Cont. Alum. ANGLE W/ T/40 x 1 3/4" TAPCON ANCHORS ®12° O.C. 3° Min. .D. O/ OR ,/ 1 (BEYOND) R F1 -FOR INSTALLATION INTO HEADERS USE (3) 1/40x3/4" TEK SCREW EACH SIDE. 1- 3/4 °- i-- 3/4 °-1 2° x 2° x 1 /8° x Num. ANGLE EACH SIDE at. i a d.i "L" MAX. STORM BAR SPAN ice', • _ =1! - • • - �I 100.0 7-11" 0. SECTION S — -FOR INSTALLATION INTO HEADERS USE (3) 1/40x3/4" TEK SCREW EACH SIDE. i-- .3/4 °1- 3/4 °-+ FOR INSTALLATIONS INTO CONCRETE, USE (2) 1/40 TAPCON ANCHORS, EACH SIDE, EACH ANGLE FOR ANY SLAT & STORM BAR SPAN & A.S.D. DESIGN PRESSURE RATING UNDER 80psf. FOR A.S.D. DESIGN PRESSURE RATING BETWEEN 80psf & 100psf, USE SAME CONNECTION W/ TABLE 50 FOR MAX. SLAT & STORM BAR SPAN UM/TA77ONS. -FOR A.S.D. DESIGN PRESSURE RATING GREATER THAN 100psf AND ANY SLAT & STORM BAR SPAN, USE (1) 3/80 KWIK BOLT TZ ANCHOR, EACH SIDE, AT CENTER OF ANGLE. / (2) 3/8°0 S.S. THRU BOLTS S (FOR FIXED SCALE : NT.S 2° x 2" x 1/8° x 0' -4° Alum. ANGLE EACH SIDE W/ NUT STORM BAR) ° d.i "L" MAX. STORM BAR SPAN 80.0 -• • • - - ---- -- 100.0 7-11" 9' -6" 1 1/2 °x1 1/2x1/8 °x0' -4° ALUM. ANGLE W/ (1) 3/8 °0 KW BOLT 7Z ANCHOR AT EACH SIDE FOR ANY DESIGN LOAD AND SPAN CONDITIONS 3/4° 3/4" FOR INSTALLATIONS INTO CONCRETE USE (2) 1/4"0x7/8" CALK -IN ANCHOR 1 EACH SIDE, EACH ANGLE FOR ANY SLAT & STORM BAR SPAN & A.S.D. DESIGN PRESSURE RATING UNDER 80psf. FOR A.S.O. DESIGN PRESSURE RATING BETWEEN 80psf & 100psf, SUSE SAME CONNECTION W/ TABLE 50 FOR MAX. SLAT & STORM BAR SPAN LIMITATIONS. FOR A.S.D. DESIGN PRESSURE RATING GREATER THAN 100psf AND ANY SLAT & STORM BAR SPAN, USE (1) 1/20x1 1/2° CALK -IN ANCHOR ! EACH SIDE, AT CENTER OF ANGLE. (2) 3/8" 0 S.S THRU BOLTS W/ NUT SECTION S — S (FOR REMOVABLE ST RM BAR) SCALE : N.T.S. POURED CONCRETE W/ 4° MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. 2° x 5" x 1/4° x 0' -6° ALUM. ANGLE E4. SIDE // POURFJ CONCRETE W/ 4° MIN.THICKNESS REQUIRED (f e=3000 p.s.i. MIN.) SI 2 x5°(MAX.)x1 /4°x0 -6° ALUM. ANGLE W/ (2) 5/16 °0 TAPCON XL ANCHO 10 GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL AT EACH SIDE FOR A.SD. DESIGN PRESSURE RATING UP TO 80 psi, 8' 2 °McL STORM BAR SPAN OR USE (2) 3/8 ° °0 KIWI( ear 7Z ANCHORS TO CONCRETE AT EACH SIDE FOR ANY SPAN & A.S.D. PRESSURE RATING COMBINATION. USE (4) 1/4°0 SS THRU BOLTS 70 STORM BARS AT EACH SIDE POURED CONCRETE W/ CEILING & FLOOR MOUNTING SECTION V —V(2) INSTALLATION 4 MIN. THICKNESS REQUIRED OR GROUT W/ FIXED OR REMOVABLE STORM BARS W /CONCRETE ANCHORS FILLED CONCRETE BLOCK WALL REQUIRED. I SEE SECTION °s" FOR ANCHOR REQUIREMENT) SCALE : N. T.S. WALL MOUNTING SECTION V —V(1) INSTALLATION W/ FIXED STORM BARS W/ CONCRETE ANCHORS SCALE : N.T.S. 1 1/2° 1/2" / I / 11 I II II 1 POURED CON «'• 1 WITH 4° MIN. ° \ THICKNESS REQU /RED / \ (ro=300o p.a.1. MIN.) 11 I I 11 II 4) 1/4 °0 S.S. THRU BOLTS SECTION St — SI SCALE : N.T.S. OR O 0 I. 3° Min. ,E.0. POURED CONCRETE W/ I' 4" MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. OPTIONAL STORM BAR CONNECTION SCALE : N.T.S. SINGLE SPAN SECT✓ONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR & HEADERS. SECTION V - V 0 0 EDGE OF WALL (2) 3/80 S.S. THRU BOLTS SEC ION S2 — S2 SCALE : N.T.S. MACHINE SCREW FULLY EMBEDDED DETAIL A INTO ANCHOR SCALE : N. LS. HOR *1/4'0-20 OR 1/20 -13 MACHINE SCREWS USED JOINTLY W/ 1/40x7/8° OR 1/20x1 1/2" CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE 0E7 A). TABLE 59 A.S.D.DESIGN PRESSURE RATING(p. s. f.) MAX. SLAT SPAN "L" MAX. STORM BAR SPAN 80.0 3' -0" 11 ' -6" 3' -2" 10'-11" 100.0 7-11" 9' -6" 1 1/25(1 1/2x1/8° ALUM. ANGLE E4CH SIDE AS SHOWN ON SEC770N S -S .iA 2x5 (MAX.)x1 /4" CONT. ALUM. ANGLE W/ CONCENTRATION OF (8) 5/160 TAPCON XL ANCHORS 70 GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL , 4 0.C. AT STORM BAR LOCATION AND REST 1/4"0x1 3/4° TAPCON ® 12° 0.0. 12 12° 4" 4° 4° ALTERNATIVELY TO 5/160 TAPCON XL ANCHOR, USE CONCENTRATION OF (2) 3/80 KWIK BOLT 7Z ANCHORS TO POURED CONCRETE WALL ® 4° 0.C. AT STORM BAR LOCATION AND REST 1/4°0x1 3/4° TAPCON ® 12° G.C. EI 2a x 5° x 1/4° x CONT. ALUM. ANGLE ® 2012 TILTECO INC. IEmss• Cr O INC. TILUT TESTING & ENGINEERING COMPANY 6385 N.N. 36th. St., Ste. 308, VIRGINIA GARDENS, F{. 33188 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco @aol.com E9- 0006719 WALTER A. TIWT Jr. P.E. FLORIDA Uc. # 44167 • • SCALE :N.T.S Florida Buildin • 4° +'e r� e•e,Yeeq.eeje ' , I �\ • • 40mm SLAT ROLL —UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, P7.. 33122 Phone : 00438 -6881 . Fax : (305)436 -5623 06/01/12 DATE RI% No DIPMXPf0N DA1C RAY. Ile 1 01.0 09-039 06/01 /l DON OAT6 12 -042 DRAWING No a SHEET 59 OF 16 PLASTIC BUSHING * POURED CONCRETE 1000° REQUIRED 1 ° x 2° x 1/8° Cont. Alum. ANGLE W/ 1/4°0 x 1 3/4° TAPCON ANCHORS 0 12° 0. C. POURED CONCRETE REQUIRED PLASTIC BUSHING • x 2° x 1/8° Cont. Alum. ANGLE W/ 1/40 x 1 3/4° TAPCON ANCHORS M 12° 0. C 0 TOP ISPRING - LOADED SYSTEM I- -2.000 (Min.) EX/snNC�. -1 GLASS 11 i S TOP SPRING - LOADED SYSTEM SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12 OF 16 00 J OR Fl (BEYOND) Ih-- 2.000° (Min.) 00 D 1 oR F1 s BOTTOM SPRING- LOADED 1t SYSTEM (BEYOND) POURED CONCRETE REQUIRED PLASTIC BUSHING * .500° Min. OORO CEILING & FLOOR MOUNTING SECTION V —V(2) INSTALLATION W/ REMOVABLE STORM BARS W/ SPRING — LOADED SYSTEM * SCALE: 1/4 °= 1° SECTIONS V — V EXISTING - 1 GLASS TOP SPRING-WADED SI BOTTOM PRING - LOADED SYSTEM SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12 OF 16 (BEYOND) �--- 2.000 ° ---- (Min.) 1 S 6OTTOM I SPRING -LOAD SYSTEM BU r " /41(Z/ l (BEYOND) BOTTOM SPRING- LOADED SYSTEM POURED CONCRETE WITH 4° MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. X exe(MAX)x1/8° CONT. ALUM /NUM ANGLE W/ 1/40 TAPCON ANCHORS ® 12° 0.C. W/ //� CONCENTRATION OF (2) 3/80 KWIK BOLT 77 // ANCHOR TO POURED CONCRETE WALL 0 AT STORM BAR LOCATION OR W/ CONCENTRATION OF (5) 5/16°0 TAPCON XL ANCHOR W/ TO GROUT FILLED CONCRETE BLOCK WALL 0 4° 0.C. AT STORM BAR LOCATION. WALL MOUNTING SECTION V —V(1) INSTALLATION W/ REMOVABLE STORM BARS W /SPRING — LOADED SYS EM * SCALE : 1/4° = SPRING - LOADED bra/tM • O OR O SECTIONS — S: SINGLE STORM BAR SCALE : 1/2" = 1 * SEE SHEET 9 OF 16 FOR SPECS & DETAILS. USE CONCENTRATION OF (5) 5/160 TAPCON XL ANCHORS TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL CD 4° O.C. AT STORM BARS LOCATION OR (2) 3/80 KWIK BOLT 77 ANCHORS TO POURED CONCRETE WALL ® 4° 0.C. AT STORM BARS LOCATION (AS APPLICABLE) SPRING - LOADED SYSTEM * SECTION S — S : DOUBLE STORM BAR SCALE: 1/2 "= 1" 00 OR O OR F1 AS APPLICABLE 2° x 5° x 1/8° Max. Cont. Alum. ANGLE 12.000 °^ —12 000°--.--4.000°—.4.000° 1/40 TAPCON ANCHORS *6 12" 0.C. (T1P. AT EACH SIDE. BEYOND CONCENTRATION) 000° 4.000 ° -- 12.000° --- 12.000 12.000° ELEVATION / X SCALE : 1/8" = 1" Florida Building Code (High Velocity Hurricane Zone) 0 2012 TILTECO INC. / IL ECOINC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 KW. 38th. . FVIRGINIA x : (305)871-1531 1' 371 66 Phone : e —mail: tilteco @aol.com EB- 0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 40mm SLAT ROLL -UP SHUTTER DRAWN BY L.G. /AG ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. ML4Ml. FL 33122 Finn : (30.4)438 -9861. Fax : (305)438 -9923 06/01/12 DATE 11 No DESCRIPINN DATE DEr. No oxrT/av M16 12 -042 DRAWING No OLD 09-039 08/01/12 2 SHEET 6 OF 16 2° x 3° (Max.) x 1/8° Cont. Alum. TUBE W/ 1 /1°x1 3/4° TAPCON ANCHORS ® if O.0 _4\11'5,2°x1/8° Cont. Alum. ANGLE W/ YiOx1/° TEK SCREW ®6° O.C. POURED S o CONCRETE 41 REQUIRED EXISTING — GLASS BUILD -OUT TUBE (BEYOND) ti (BEYOND) ' 2ll� .J� POURED CONCRETE WITH ° MIN. THICKNESS REQUIRED // EQU /RED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. 2x7 (MAX.)xl 4° CONT. ALUMINUM NIGLE W/ CONCENTRATION OF ANCHORS SPECIFIED ON SCHEDULE 2' x 4 (Min.) x 1/B° Cont. Alum. TUBE W/ 1/40x1 3/4° TAPCON ANCHORS ® 12° O.C. 1142°x1/8° Cont. Alum. ANGLE W/ Y4 OxJ /s° TEK SCREW ® 6° O.C. POURED CONCR REQUIRED OORO ,-.---2.000° Min EXISTING GLASS SEE SHEET 12 OF 16 FOR Min. SEPARA77ON TO GLASS. BUILD -OUT TUBE — (BEYOND) 1__LA OR (BEYOND) POURED CONCRETE W177-1 4' MIN. THICKNESS REQUIRED OR GROUT F7LLE0 CONCRETE BLOCK WALL REQUIRED. CASE FIXED STORM BAR CONNECTION AT BUILD —OUT INSTALLATIONS W /SHEET METAL SCREWS OR MACHINE SCREWS SCALE : 1/4° = 1' SECTION V — 1/(3) CASE I NOTE: SINGLE SPAN SECTIONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR & HEADERS. 12 2 x6 x1/4° Cont. ALUMINUM TUBE (CASE 11 ONLY) ttN 3/4° 3/4° Typ. 0 imisionmc Imisaing 1 1/2x7 7 /2°x1 /B °x STORM BAR DEPTH Alum. ANGLE EACH SIDE SECTION S3 — SCALE : 1/2° = 1' OR INSTALLATIONS AT TUBE & HEADERS USE (2) Y+ 0 3/4° TE7( SCREW E4 SIDE FOR C & QD STORM BARS &(3)Ya° °0x34 °TE SCREW EA. SIDE FOR ©& ( STORM BARS. USE (2) 1a °0 x 3/4' TEK SCREW EA. SIDE FOR CQ&QD STORM BARS & (3)140x3/ °7E7( SCREW EA. SIDE FOR )& 0 STORM BARS. S3 1 ryp. yp. 0 , V v." 0 5/16° 0 TAPCON XL L ® I 0,0 12° 4° 4° 4° 4° 4° 4 ° -4° 12° i''' Illiali -- (3)140x3/4 °TEK SCREW E4. SIDE SECTION S3 SCALE : 1/2' = 1' USE CONCENTR477ON OF (SEE SCHEDULE FOR QUAN77TY) 5/160 TAPCON XL ANCHOR TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL ® 4° 0.C. AT STORM BARS LOCATION OR USE CONCENTRATION OF (2) 3/80 KWIK BOLT 7Z ANCHORS TO POURED CONCRETE WALL ® 4° 0.0. AT STORM BARS LOCATION 1 1 /2 °x1 1/2"x1/8 "x STORM BAR DEPTH Alum. ANGLE EACH SIDE R F1 (2) 3/80 S.S. 7HRU BOLTS W/ NUT S3 ® OR WHEN APPLICABLE 1 1/2° x 1 1/2° x 1/8° x STORM BAR DEPTH Alum. ANGLE (SEE SECTION S3 - 53 AS APPLICABLE) 2° x 7° Max. x 1/4° Cont. ALUMINUM ANGLE (CASE !) 2° x 3° (Min.) x 1/4° Cont. ALUMINUM ANGLE W/ CONCENTRATION OF (5) 1/4°0 x 1 1/2 MK SCREW 1 1/ 0. C. AT STORM BAR LOCATON, REST ® 12' 0. C. 2x6°(MAX.)x7 /4° CONT. ALUMINUM TUBE W/ CONCENTRATION OF ANCHORS SPECIFIED ON SCHEDULE. ELEVATION A\ SCALE : 1 /8' = 1° 1/40 TAPCON ANCHORS ® 12" 0.C. (TYP. AT EACH SIDE, BEYOND CONCENTRATION) 0° ANCHORS & STORM BARS SCHEDULE FOR ELEVATION 0 LAB V STORM BAR TYPE 0 5/16° 0 TAPCON XL 0 ® I 0,0 12° 4° 4° 4° 4° 4° 4 ° -4° 12° 2° x 3° (Min.) x 1/4° Cont. ALUMINUM ANGLE W/ CONCENTRATION OF (5) 1/4°0 x 1 1/2 MK SCREW 1 1/ 0. C. AT STORM BAR LOCATON, REST ® 12' 0. C. 2x6°(MAX.)x7 /4° CONT. ALUMINUM TUBE W/ CONCENTRATION OF ANCHORS SPECIFIED ON SCHEDULE. ELEVATION A\ SCALE : 1 /8' = 1° 1/40 TAPCON ANCHORS ® 12" 0.C. (TYP. AT EACH SIDE, BEYOND CONCENTRATION) 0° ANCHORS & STORM BARS SCHEDULE FOR ELEVATION ANCHOR TYPE & QUANTITY STORM BAR TYPE (4) 5/16° 0 TAPCON XL 0® (6) 5/16° 0 TAPCON XL 0,0 (8) 5/16" 0 TAPCON XL 0 'CI Florida Building Code (High ® 2012 TILTECO INC. IL ECOINC.\ TIWT TESTING & ENGINEERING COMPANY 886 N.W. e eb( ., Ste.', VIRGINIA �0#RDE S. 1FI. 33166 e -mail: tilteco@aol.com EB- 0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 40mm SLAT ROLL -UP S WER �ot tot� ` 9 ` 1 ?••••• ! c� a••. • • �® • • • • S'TA OF : * ; /O�AL EV11° Velocity Hurricane - Zone) HURTER DRAWN Y /A,G ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MAAM4 FL. 33122 Phone : (305)435-8681. Far : (305)436-5523 06/01/12 DATE 981 Mo OATS eiv. 5" aas4%Pnox OLD 08-039 66/61/12 12 -042 DRAWING No SKEET 7 OF 16 2° x 3" (Max.) x 1/8° Cont. Alum. TUBE W/ 1/4"0x1 3/4" TAPCON ANCHORS 0 12° O.C. POURED CONCRETE REQUIRED x 2" x 1 /8° Cont. Alum. ANGLE W/ 7/40 x 3/4" TEK SCREW 0 12° 0. C. TO TUBE 2° x 4°0141n.) x 1/8° Cont. Alum. TUBE W/ 1/4°00 3/4° TAPCON ANCHORS ® 12° 0.C. 1° x 2° x 1/8° Cont. Alum. ANGLE W/ 1/4'0 x 3/4" TEK SCREW ® 12° 0. C. TO TUBE POURED CONCRETE REQUIRED 11 Il II EXISTING II GLASS -I 2.000" Min. EXISTING GLASS 2.000° Mtn. Oar0 TOP PR/NG- LOADED SYSTEM 11SEE SHEET 12 OF 16 FOR Min. SEPARATION TO GLASS. u II II- -2000° Min. IIBUILD -OUT 7118E- II(BEYOND) 1 SEE SHEET 12 OF 16 FOR Min. SEPARATION TOIGLAS$ (BEYOND) (BEYOND) 0 SECTION S3 - 53 : SINGLE STORM BAR SCALE : 1/2" = 1" SPRING - LOADED SYSTEM • USE CONCENTRATION OF (5) 5/1611 TAPCON XL ANCHORS TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL ® 4° O.C. AT STORM BARS LOCATION OR USE CONCENTRATION OF (2) 3/80 KWIK BOLT 1Z ANCHORS TO POURED CONCRETE WALL @ 4" 0.C. AT STORM BARS LOC4T10N (AS APPUCABLE) 2° x 7° Max. x 1/4° Cont. ALUMINUM ANGLE (CASE I) SECTION S3 - S3 : DOUBLE STORM BAR SCALE : 1/2° = 1 " 00® D1 or Fl AS APPLICABLE 1/4°0 TAPCON ANCHORS @ 12° 0.C. (TYP. AT EACH SIDE, BEYOND CONCENTRAT70N) 2° x 6° x 1/4° Cont. ALUMINUM TUBE (CASE II ONLY) 12.000° 12.000° O S3 (BEYOND) BOTTOM SPRING - LOADED SYSTEM BOTTOM SPRING - LOADED SYSTEM POURED CONCRETE WITH 4° MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. / CASE I rxr(A44X.)x1/4° CONT. ALUMINUM ANGLE w/ 1/40 TAPCON ANCHORS 0 12° O.C. W/ CONCENTRATION OF (2) 3/8°0 KWIK BOLT TZ ANCHORS TO POURED CONCRETE WALL 0 4° 0.0. AT STORM BAR LOCATION OR W/ CONCENTR4770N OF (5) 5/160 TAPCON XL ANCHORS TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL 0 4° 0.C. AT STORM BAR LOCATION. POURED CONCRETE WITH 4° MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. CASE II REMOVABLE STORM BAR CONNECTION AT BUILD -OUT INSTALLATIONS W /SPRING - LOADED SYSTEM * SCALE : 1/4° = 1" SECTION V - 11(3) • SEE SHEETS, OF 16 FOR SPECS. & DETAILS. \_2° x 3° (Min.) x 1/4' Cont. ALUMINUM GLE W } CONCENTRAR�� )N/� 0 1 1/2° 0. C. AT STORM BAR LOCATION, REST 0 12" 0. C. 2° X 6° MAX. X 1/4° CONT. ALUMINUM TUBE W/ 1/40 TAPCON ANCHORS 0 12° 0.0. W/ CONCENTRA770N OF (2) 3/8111 MK BOLT 72 TO POURED CONCRETE WALL 0 4' 0.C. AT STORM BAR LOCATION OR W /CONCENTRATION OF (5) 5/1610 TAPCON XL W/ 1 3/4" MIN. EMBEDMENT TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL ® 4° 0.C. AT STORM BAR LOCATION. 4.000° 4.000° 4.000° 4.000° 12.000° 12.000° ELEVATION/ A\ SCALE : 1/8° Florida Building Code (High Velocity Hurricane Zone) 0 2012 TILTECO INC. /ThiNC.\ TILLIT TESTING & ENGINEERING COMPANY sass No e 0� VIRGINIA ��'5a31se Phan )871 1 . : (305)871-1531 131 e —mail: tilteco ®aol.com EB- 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Llc. # 44.167 40mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL. 33122 Phone : (305)436 -6881 . Fax : (303)438 -5523 DRAWN BY:: L.G. /A.G 06/01/12 DATE 4'14 N° 01 DE PFON OATS RLY N" OnoN OATS 12 -042 DRAWING No OLD 09-039 oe/O1 /12 2 SHEET 8 OF 16 80T7OM OF HEADER 01? CONCRETE SLAB TOP OF STORM BAR— TOP SPRING - LOADED SYSTEM �-f Og TIP. 3/6"-16X4 1/2" S S CAP SCREWS W STOR STORM BARS — D' £E SPACING & LOCATION ON SHEET 2 OF 16). BOTTOM SPRING- LOADED SYSTEM - 1.750 .375° TIP. - .7501- 4- 3/1610x1/2° ALUMINUM BUTTON HEAD RIVETS AT EACH SIDE OF STORM BAR STORM BARS ©© ©T® POLYETHYLENE BLOCK 2 8x1/2° S.M.S. 9/16 °o.D.x3 /18° ITCH W/1/16121 WIRE GALV. STEEL SPRING. L X SEE SCHEDULE FRONT 4- 3/160x1/2° ALUMINUM BUTTON HEAD RIVETS AT EACH SIDE OF STORM BAR 0 TYPICAL CONNECTION TO STORM BARS (SIDE VIEW) SCALE': 1/2" = 1" POLYETHYLENE BLOCK T 2-3/8'0x9° ALUM. BAR (6061 -T6 ALLOY). .375° TYP. .375" .375 "4—I Y SEE SCHEDULE SIDE VIEW TOP SPRING— LOADED SYSTEM SCALE. 1/2" = 1" #8x1/2" S.M.S. TRUSS HEAD W /PHILLIPS SLOTTED HEAD X (6061 -T6) ALLOY. `SEE SCHEDULE 2 #8x 1/2° S.M.S. FRONT POLYETHYLENE BLOCK Y SEE SCHEDULE .375° n .375" TYP. —L.. / _L 4 -3 16 AT 0 POP R EACH SIDE OF STORM BAR SIDE VIEW BOTTOM SPRING— LOADED SYSTEM SCALE: 1/2" = 1" X, Y DIMENSIONS FOR A GIVEN TYPE OF STORM BAR i) 1 I BAR TYPE X(In) V. len- a © 1 MP- o 19/32" Ip ql 1 23/32° Ib dI 23/32° OE 1 23/32° 2-3/8'0x9° ALUM. BAR (6061 -T6 ALLOY). .375° TYP. .375" .375 "4—I Y SEE SCHEDULE SIDE VIEW TOP SPRING— LOADED SYSTEM SCALE. 1/2" = 1" #8x1/2" S.M.S. TRUSS HEAD W /PHILLIPS SLOTTED HEAD X (6061 -T6) ALLOY. `SEE SCHEDULE 2 #8x 1/2° S.M.S. FRONT POLYETHYLENE BLOCK Y SEE SCHEDULE .375° n .375" TYP. —L.. / _L 4 -3 16 AT 0 POP R EACH SIDE OF STORM BAR SIDE VIEW BOTTOM SPRING— LOADED SYSTEM SCALE: 1/2" = 1" X, Y DIMENSIONS FOR A GIVEN TYPE OF STORM BAR STORM BAR TYPE X(In) Y(in) © 1 19/32" 1 19/32" O 1 23/32° 2 23/32° OE 1 23/32° 3 23/32° OF 1 15/32° 3 15/32° O! 1 23/32° 2 23/32° (3 1 15/32° 3 15/32" ENGAGEMENT HOLE DETAIL (IN CONCRETE) FOR REMOVABLE SPRING- LOADED STORM BARS SCALE: 1" = 1" NOTES: (1) ENGAGEMENT HOLE DRILLED IN CONCRETE SHALL BE 5/8"01" DEEP, W/1/16" MAX. TOLERANCE IN BOTH DIAMETER & DEPTH. (2) ENGAGEMENT HOLE DRILLED IN CONCRETE SHALL BE PERMANENTLY PROTECTED BY FITTING PLASTIC BUSHING (SEE DETAIL 1) INTO HOLE. IT SHALL BE THE RESPONSIBILITY OF SHUTTERS'S OWNER TO PERMANENTLY KEEP BUSHING FREE OF DUST & MOLD BY REMOVING IT FROM ENGAGEMENT HOLE, CLEANING IT AND REPOSITIONING IT INTO HOLE AS INDICATED ON ABOVE DETAIL. TYPICAL SPRING- LOADED SYSTEM FOR REMOVABLE STORM BARS AS ALTERNATE TO THE USE OF CALK -IN ANCHORS PLASTIC BUSHING: DETAIL 1 (ISOMETRIC) SCALE: 1" = 1" • 0�•LORIDP••(4c,�e�, ONALE Florida Building Code (High Velocit Hurricane Zone 0 2012 TILTECO INC. I/1tEENC.\ TIWT TESTING & ENGINEERING COMPANY 8388 N.W. 38th. St., Sta. 308, VIRGINIA CAROMS, Fl. 33188 Phone : (308)871 -1830 . Fax : (308)871 -1831 e -mail: tiltecoaaol.com EB- 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Uc. # 44167 40mm SLAT ROLL —UP SHUTTER DRAWN BY: L.G. /A.G ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MUM!, FL 33122 Phone : (.03)436 -8681 . Fax : (309)436 -552J 06/01/12 DATE 2sv. xe onat DAM ,4LY We osSC2oPnaN DATE 12 -042 DRAWING No OLD 09-032 06/01/12 SHEET 9 OF 16 POURED CONCRETE WI 4° MN. THICKNESS ( IEQUIRED \ f' x 2° x f B° Cant ALUMINUM ANGLE W /1/4 0xf J /4° TAPCON ANCHORS • 12 0. C. / / / / / / /// 1 1/2x1 1 /2xf/B x MULLION DEPTH Alum. ANGLE (EACH SIDE) W/ (2) 3/8 °0 KW/K BOLT 77 W/ 2 Mtn. EMBEDMENT TO SLAB (Typ. TOP & BOTTOM). 0/4 OR R/4 POURED CONCRETE W/ 6° MIN. THICKNESS REQUIRED ®OROI (ONLY FOR W -W(2)) (SCRE1/4°07a/4° E4cH AN� 3 x3x3 /811 0' -3° (6081 -T6 ALLOY) Alum. ANGLE AT SINGLE SPAN & 3 x3113 /B x0' -6' (5081 -78 ALLOT) Alum. ANGLE AT MULTIPLE SPAN W/ (1) 1/20 THRU BOLT AT SINGLE SPAN & (2) 1/20 THRU BOLTS AT MULTIPLE SPAN. USE 7/5°0 0.0x V32° THICK WASHER W/ THRU BOLTS. 0/4 OR R/4 ®O ( p1/2° 0 THRU BOLTS (. TOP & BOTTOM) .500° Min. Typ FLOOR/CEILING MOUNTING • SECTION W -W (1), W/O HEADER SECTION W-W (2), W/HEADER SCALE : 1/8° = 1° ELEVATION SCALE : 1/8° = 1' POURED CONCRETE W/ 4' MIN. THICKNESS REQUIRED 1° x 2° x 1/8° Cont. ALUMINUM MOLE W/ 1/4x1 3/4° TAPCON ANCHORS A 12° 0. C. POURED CONCRETE W/ 4' MW. THICKNESS REQUIRED 3 x3 x3/8 x0' -3° (6061 -76 ALLOY) W/ (4) 1/4 0x1' MK SCREW TO HEADER & (1 1/211 KW/K BOLT 7Z W/ 3 1/4° Min. EMBEOME•r TO WALL ALTERNATIVE :1 WALL MOUNTING : SECTION W -W (3) SCALE : 1/8° = 1° NOTE: VALID FOR ALL SPANS AND LOAD COMBINATIONS. ELEVATION X1 SCALE : 1/8 = 1° © OH OR r =11 = = = I /4° BEYOND O OR O (2) 2x4 °x1 /4°x0' -5° Alum. ANGLE W/ (4) 1/40 THRU BOLT TO HEADER & 2° Min. (2) 3/810 KWIK TO WALL 7Z W/ USE 2 x7 x1 /4 x0' -5° Alum. ANGLES FOR CASES W/ 3° BUILD -OUT TUBE ALTERNATIVE :2 WALL MOUNTING : SECTION W-W(3) SCALE : 1/8° = 1 ° NOTE: VALID FOR ALL SPANS AND (EXTENDED PASSED OPENING) 9.000' h- -3000° (2) 2x4 xT /4x0' -5° Alum. ANGLE W (4) 1/4 °0 THRU BOLT 7O HEADER & Mln. (EMBEDMENT 70 WALL TZ W/ 2' USE 2x7x 1 /4x0 =5° Alum. ANGLES FOR CASES W/ 3° BUILD -OUT TUBE ELEVATION SCALE : 1 /8° = 1° TYPICAL HEADER CONNECTION AT ENDS: SECT IONS W-W 2°xMULL/0NS DEPTI1x1/8° Cont. ALUMINUM TUBE W/ 2x2 x1 /8x0' -2° ALUMINUM ANGLE AT MULLION W/ (3) 1/4°0x3/4° TEK SCREW EA. LEG. (TOP /BOTTOM) 2 °x2 x1 /4°x0' -6' (6061 -T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 5/16°0 TAPCON XL W/ 1 1/2° Min. EMBEDMENT WALL, OR USE (2) 3/80 MK BOLT 7Z W/ 2° Min. EMBEDMENT TO POURED CONCRETE WALL (4° MIN. THICK). USE (2) 3/80 THRU BOLTS TO MULLION. LOAD COMBINATIONS. Y62Da.ov.�aa�4Qa rC C�ANS . �Q e -JAW-44W POURED CONCRETE W/ 4° MIN. THICKNESS • REQUIRED. r • e . Flo Of .. 1x2 x1/8 Cont ALUMINUM ANGLE W /Y• 11x3 /4° 7EK SCREW 0 12° 0.C. LusrO HEADER & STORM BAR ALLOWED. SPLIT ROLL UP MULLIONS & TRACKS W/ FACE MOUNT. EXISTING GLASS POURED CONCRETE W/ 4° MIN. THICKNESS REQUIRED OR CONCRETE BLOCK WALL REQUIRED. SEE NOTE T. OO OR ® 1°x1 x1/8 xCONT ALUM ANGLE W/ 1/416x1/2° 7E7( SCREW O 12° O.C. 2°x2°x1/4 x0' -6° (6061 -T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 5/160 TAPCON XL W/ 1 1/2° Min. EMBEDMENT TO CONCRETE BLOCK OR POURED CONCRETE WALL, OR USE (2) 3/8 °0 KWIK BOLT 7Z W/ 2° Min. EMBEDMENT 70 POURED CONCRETE WALL (4° MIN. THICK) USE (2) 3/8 10 THRU BOLTS 70 MULLION WALL MOUNTING : MULLION CONNECTION AT TOP & BOTTOM: SECTION W-W (1) SCALE : 1/8° = 1° NOTE 1: EXISTING WALL MAY CONCRETE BLOCK FOR A.S.D. DESIGN PRESSURE RATING UP TO 130.0 ps1' W/ 6' -0° Max. MULLION SPAN AND 2'-8° Max MULLION SPACING AND SHALL BE 4 MIN. THICK POURED CONCRETE FOR ALL GREATER MULLION SPAN AND A.S.D. PRESSURE RA77NG COMBINATIONS. Florida Building Code (High Velocity Hurricane Zone) 0 2012 TILTECO INC. /1it1iINC. TILUT TESTING & ENGINEERING COMPANY 8355 Phoned . St.8Stn. 30.5, VIRGINIA GARDENS, fl. 33188 e -mail: tilteco @col.com EB- 0006719 WALTER A. TIWT Jr. P.E. FLORIDA Uc. # 44167 40mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE MIAMI, FL. 33122 Phan.: (305)436 -6881. Fox : (�)436-5527 DRAWN BY: LG./A.G 06/01/12 DATE RSA No DESCRIPITEN DATE REV. No DESERWn8N DATE 12 -042 OR4WINO No OLD 09-029 68/01/12 2 SHEET 10 OF 16 1/4" 0 LAG SCREW @ Ea. STUD W/ 1 1/2" Min. THREADED PENETRATION 1° x 2" x 1 8" Cont. Alum. ANGLE (6063 —T6 ALLOY) WOOD HEADER REQUIRED EXISTING WINDOW 2x4" CONT. SILL PLATE REQUIRED 1 "x2°x1 /8" Cont. Alum. ANGLE (6063 —T6 ALLOY) W/ 1/40 LAG SCREWS CO 12" O.C. W/ 1 1/2"Min. THREADED PENETRATION MIDWIDTH OF PLATE WOOD STUD @ 24" 0. C. MAX REQUIRED WALL MOUNTING INSTALLATION SINGLE SP N CONDI ION N. T. S. 1/4" 0 LAG SCREWS ® 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STUD. 2° x 4° WOOD STUDS REQUIRED CO CORNER (TYPICAL) 1/4" PLA A (SECTION) WALL MOUNT SCALE : 3/8" = 1° EQ E • WWII OM 2° x 4" WOOD STUDS REQUIRED @ CORNER (TYPICAL) .250" Max. • y. . PLAN B (SECTION) INSIDE MOUNT SCALE : 3/8" = 1 " e 2 "x2 X1/8" Cont. Alum. ANGLE 1/4"0x3/4" TEK SCREW @ 6 0.C. 1/40 LAG SCREWS @ 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STUD. NOTES; 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN PRESSURE RATING UP TO 72.0 psi' AND FOR SHUTTERS W/0 STORM BARS HEADERS AND MULLIONS. 2. FOR NEW FRAME CONSTRUCTION: WOOD MEMBER TO BE SOUTHERN PINE No. 2 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 2" x 4" STUDS 2° x 4" WOOD STUDS REQUIRED @ CORNER (TYPICAL) 1/4° 0 LAG SCREWS @ 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STUD. 1 "x3"x1/8; 7x3 °x1/8 ", 3°x3 °x1/8° OR 4x3 °x1/8" CONT. BUILD —OUT TUBE. 1/40 x 3/4" TEK SCREW @ 6" 0.C. PLAN C (SEC ION) BUILD —OUT SCALE : 3/8" = 1 " Florida Building Code (High Velocity Hurricane Zone 0 2012 TILTECO INC. IL E C O INC. TILUT TESTING & ENGINEERING COMPANY 8756 14.6. (s., St..35, VIRI GCA 101 , fF. 33186 � 3o (305)871-1530 1 e —mail: tilteco@aoi.com EB- 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lie. # 44167 40mm SLAT ROLL —UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL 33122 Phase : (70.7)438 -6661 . Fax : (3os)43e -552J RSV. Me 81n6M BATE 9av Me GlaCRIPRON 0A76 DRAWN 8Y.• L.G. /A.G 06/01/12 DATE 12 -042 DRAWING No oto 09-039 68/01/12 SHEET 11 OF 16 SLAT PERFORMANCE CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN "L" FOR TYPE 1 SLAT (USE MAX /MUM VALUES BETWEEN POSITIVE AND NEGATIVES A.S.D. LOADS) MAX. A.S.D. DESIGN PRESSURE MAXIMUM SLAT SPAN MINIMUM SEPARATION TO GLASS RATING (p.s.f.) SINGLE & MULTIPLE UNIT * SINGLE & MULTIPLE UNIT ** SINGLE & MULTIPLE UNIT * ** 40.0 OR LESS 4' -0" 2 7 /6" 2 5/8" 45.0 3' -10" 2 7/8" 2 5/8" 50.0 3' -9" 2 7/8" 2 5/8° 55.0 3' -7° 2 7/8" 2 5/8" 60.0 3' -6" 2 7/8" 2 5/8" 65.0 3' -5" 2 7/8" 2 5/8" 70.0 3' -4° 2 7/8" 2 5/8" 75.0 3' -3" 2 7/8" 2 5/8" 80.0 3' -2" 2 7/8" 2 5/8" 85.0 3' -1" 2 7/8" 2 5/8" 90.0 3' -1" 2 7/8" 2 5/8" 95.0 3' -0" 2 7/8° 2 5/8" 100.0 2'711" 2 7/8" 2 5/8" : 105.0 2' -11" 2 7/8° 2 5/8" f, 110.0 2' -10" 2 7/8" 2 5/8° 115.0 2' -10" 2 7/8" 2 5/8° 120.0 2' -9" 2 7/8" 2 5/8° 125.0 2' -9° 2 7/8" 2 5/8" 130.0 2' -8" 2 7/8° 2 5/8" 135.0 2' -8° 2 7/8" 2 5/8° 140.0 2' -7" 2 7/8" 2 5/8" 145.0 2' -7" 2 7/8" 2 5/8" 150.0 2' -7" 2 7/8" 2 5/8" 155.0 2' -6" 2 7/8" 2 5/8" 160.0 2' -6" 2 7/8" 2 5/8" SINGLE SPAN f --L- -i C ❑ I ❑ ❑ C MULTIPLE SPAN ❑ SPAN LAYOUT * SPANS VALID FOR EVERY INSTALLATION LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM BACK OF SLAT TO GLASS. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN THE Max. ALLOWED. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. ** * * * TABLE 1: SLAT SPAN (ft.) MINIMUM SEPARATION TO GLASS 48" OR LESS 2 7/8" NOTE : THE TOTAL SLAT DEFLECTION AFTER ADDING THE DEFLECTION OF THE HEADER AND /OR THE STORM BAR SHALL NOT EXCEED A MAXIMUM OF 2" OR L /30 IN THE POSITIVE DIRECTION AND A MAXIMUM OF L /30 IN THE NEGATIVE DIRECTION. 3 ddf:9b:V86sy.. -00 ei ti‘ `,t ***''$ INsE' •*'**��_O ° ■ 41i f • s_ kJ/7 : • v. esSION P\.' Florida Building Code (High Velocity Hurricane Zone) 0 2012 TILTECO INC. /1itE.\ TILLIT TESTING & ENGINEERING COMPANY 6388 Phone (3o )871 -1� ax (305)871-1531 Es.533166 e —mail: tilteco @aol.com EB- 0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 40mm SLAT ROLL —UP SHUTTER DRAWN BY L.G. /AG ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI. FL. 33122 Phan* : (.08)436 -6881 . Fax : (705)43B -5823 06/01/12 DATE MN* w DATE 8EY. No DESCRIPTION 12 -042 DRAWING No OLO 09-639 0e/o1 /12 SHEET 12 OF 16 STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSU E RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. SPAN FOR STORM BARS W /REGULAR CONCRETE ANCHORS MAX. A.S.D. DESIGN O TYPE 1 STORM BAR C 2° x 2° x 3/16" O T1PE 2 STORM BAR � 20 x 3" x 1/8" O TYPE 3 STORM BAR E 2" x 4" x 1/8" PRESSURE RATING * STORM BAR SPACING * STORM BAR SPACING * STORM BAR SPACING (p.e.f.) < 3' -0" 3' TO 4' S 3' -0" 3' TO 4' < 3' -0" 3' TO 4' 40 OR LESS 6' -0" 6' -0" 6' -0" 7' -10" 10' -3" 9' -6" 45 6' -0" 6' -0" 8' -4" 7'-4° V-11" 8'-11" 50 6' -O" 6' -0" 8' -1 " 7' -0" 9' -8" 8' -6" 55 6' -0" 5' -10" 7' -8" 6' -8" 9' -4" 8' -1° 60 6' -0" 5' -7" 7' -4" 6' -4" 8'-11" 7' -9" 65 6' -0" 5' -5" 7' -1 ° 6'-1" 8' -7" 7'-.5' 70 6' -0° 5' -2" 6' -10" 5'-11'' 8' -3° 7' -2" 75 5' -9" 5' -0" 6' -7" 5' -8" 8' -O" 6'-11° 80 5' -7" 4' -T00 6' -4" 5' -6° 7' -9" 6' -9° 85 5' -5" 4' -8" 6' -2" 5' -4" 7' -6" 6' -6" 90 5' -3" 4' -7" 6' -0" 5' -2" 7' -4" 6' -4" 95 5' -2° 4' -5" 5' -10" 5'-l* 7'-1" 6' -2" 100 5' -0" 4' -4" 5' -8" 4' -11 " 6'-11" 6' -0° 105 4'-11" 4' -3" 5' -7" 4' -10" 6' -9" 5' -10" 110 4' -9" 4' -2" 5' -5" 4' -8" 6' -7" 5' -9° 115 4' -8" 4'-1" 5' -4" 4' -7" 6' -6" 5' -7" 120 4' -7" 4' -0" 5' -2" 4' -6" 6' -4" 5' -6" 125 4' -6° 3'-11" 5'-1" 4' -5" 6' -2" 5' -4" 130 4' -5" 3' -10" 5' -0" 4' -4" 60-1° 5' -3" 135 4' -4" 3' -9" 4'-11" 4' -3" 6' -0" 5' -2" 140 4' -3" 3' -8" 4' -10" 4' -2" 5' -10" V-1° 145 4' -2" 3' -7" 4' -9" 4'-1° 5' -9" 5' -0" 150 4'-1" 3' -7" 4' -8" 4' -0" 5' -9" 4'.-11" 155 4' -0" 3' -6" 4' -7" .3'-11" 5' -7" 4' -10" 160 4' —O" 3' -5" 4' -6" 3' -11" 5' -6" 4' -9" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. SPAN FOR STORM BARS W /SPRING — LOADED SYSTEM MAX. A.S.D. DESIGN PRESSURE RATING (p.s.f.) © 2" x 1STOR3 /16 O x23" xRM/ BAR O 2" x34STXRM /8AR * STORM BAR SPACING * STORM BAR SPACING * STORM BAR SPACING < 3' -0" 3' TO 4' ( 3' -O" 3' TO 4' ( 3' -0" 3' TO 4' 40 OR LESS 4' -5" 3' -4" 8' -O" 6' -0" 10' -0" 7' -9" 45 3'-.11" 3' -0" 7'.-1" 5' -4" 9' -2" 6'..-11" 50 3' -7" 2' -8" 6' -5" 4' -10" 8' -3" 6' -2" 55 3' -3" 2' -5" 5' -10" 4' -4" 7' -6" 5' -8" 60 3' -0" 2' -3" 5' -4" 4' -0" 6'-11" 5' -2" 65 2' -9" 2'.-1" 4' -11" 3' -8" 6' -4" 4' -9" 70 2' -6" 1'-11" 4' -7" 3' -5" 5' -11 " 4' -5" 75 2' -4" l'-9" 4' -3" 3' -2" 5' -6" 4'-1" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. e•r/f14PCpm ®pr ‘UCIVISis• 41) •. LORI .� P,.•• �C, WONAL ° Florida Building Code (High Velocity Hurricane Zone) 0 2012 TILTECO INC. /1T1iNC. TILUT TESTING & ENGINEERING COMPANY 8339 Rhone 8 (305 )8it1-1� .V Fax : (305)1371-1531 533188 e —mail: tilteco @aol.com EB- 0006719 WALTER A. MIT Jr. P.E. . FLORIDA Uc. # 44167 40mm SLAT ROLL —UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL 33122 Phone : 695)436 -6661 . Fax : (X5)438 -55'2.3 DRAWN BY.: LG. /AG 06/01/12 DATE REV. No 2 DESCRIPTION 5476 REV. No DESCRIPTION OLD 09_038 06/01/12 12 -042 DRAWING No SHEET 13 OF 16 STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING.. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. SPAN FOR STORM BARS W /REGULAR CONCRETE ANCHORS MAX. A.S.D. DESIGN TYPE 4 STORM BAR O 2" x 4° x 1/4" TYPE 5 STORM BAR (2) 2" x 3" x 1/8" 0 TYPE 6 STORM BAR (2) 2° x 4" x 1/4" PRESSURE RATING (p.s.f.) * STORM 8AR SPACING * STORM BAR SPACING * STORM BAR SPACING 4' 3' -0" 3' TO 4' < 3' -0" 3' TO 4' S 3' -0" 3' TO 4' 40 OR LESS 11 ' -10" 11' -0" 10' -3" 9' -6" 14'-1" 13'—l" 45 11' -6" 10' -8" 9'-11" 9' -3" 13' -8" 12' -9" 50 11' -2" 10' -5" 9' -8" 9' -0" 13' -4" 12' -5" 55 10'-11" 10' -2" 9' -5" 8' -9" 13' -0" 12'-1" 60 10' -8" 9' -11 " 9' -3" 8' -7" 12' -9" 11'-10" 65 10' -6" 9' -9" 9' -1" 8' -5" 12' -6" 11' -7" 70 10' -4" 9' -6" 8' -11 " 8' -3" 12' -3" 11' -5" 75 10'-1" 9' -2" 8' -9" 8' -1 " 12' -0" 11 ' -2" 80 9'-11" 8'-11" 8' -7" 7' -10" 11 ' -10" 11 ' -0" 85 9'-10" 8' -7" 8' -5" 7' -7" 11 ' -8" 10' -10" 90 9' -8" 8' -5" 8' -4" 7' -4" 11' -6" 10' -8" 95 9' -5" 8' -2" 8' -3" 7' -2" 11' -4" 10' -7" 100 9' -2" 7'-11" 8' -1 " 7' -0" 11' -2" 10' -5" 105 8' -11" 7' -9° 7' -1l" 6' -10" 11' —l" 10' -4" 110 8' -9" 7' -7" 7' -8" 6' -8" 10'-11" 10' -2" 115 8' -7" 7' -5" 7' -6" 6' -6" 10'-10" 10'-1" 120 8' -5" 7' -3" 7' -4" 6' -5" 10' -8" 9'-11" 125 8' -3" 7'-1" 7' -3" 6' -3" 10' -7" 9' -10" 130 8'-1" 7' -0" 7' -1 " 6' -2" 10' -6" 9' -9" 135 t-11° 6' -10" 6'-11° 6' -0" 10' -5" 9' -8" 140 7' -9" 6' -9" 6' -10" 5' -11" 10' -4" 9' -6" 145 7' -7" 6' -7" 6' -8" 5' -10" 10' -2" 9' -4" 150 7' -6" 6' -6" 6' -7" 5'_9" 10' -1 " 9' -2" 155 7' -4" 6' -5" 6' -6" 5' -7" 10' -0" 9' -0" 160 7' -3" 6' -3" 6' -5" 5' -6" 9'-11" 8'-11" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAX /MUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. SPAN FOR STORM BARS W /SPRING - LOADED SYSTEM MAX. A.S.D. DESIGN PRESSURE RATING (p.s.f) TYPE 4 STORM BAR 1 2" x 4" x 1/4" TYPE 5 STORM BAR 1(2) 2" x 3" x 1/8" TYPE 6 STORM BAR 1 (2) 2" x 4" x 1/4" * STORM BAR SPACING * STORM BAR SPACING * STORM BAR SPACING < 3' —O" 3' TO 4' < 3' -0" 3' TO 4' < 3' —O" 3' TO 4' 40 OR LESS 10' -4" 7' -9" 10' -3" 9' -6" 14'-1" 12'-1" 45 9' -2" 6'-11" 9'-11" 8'-11° 13' -8" 10' -8" 50 8' -3" 6' -2" 9' -8" 8' -0" 12'-10" 9' -8" 55 7' -6" 5' -8" 9' -5" 7' -3" 11 ' -8" 8' -9" 60 6'-11" 5' -2" 8'-11" 6' -8" 10' -8" 8' -0" 65 6' -4" 4' -9" 8' -2" 6' -2" 9' -11 " 7' -5" 70 5'-11" 4' -5" 7' -7" 5' -9" 9' -2" 6'-11" 75 5' -6" 4'-1" 7'-1" 5' -4" 8' -7" 6' -5" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. Florida Building Code (High Velocity Hurricane Zone) ® 2012 TILTECO INC. /ThiE3N\C. TILUT TESTING & ENGINEERING COMPANY alas Rhone: ��SM.1�. VIRGINIA x : (305)871-1531 63199 e —mail: tilteco@aol.com EB- 0006719 WALTER A. TIU.IT Jr. P.E. FLORIDA Uc. # 44167 40mm SLAT ROLL -UP SHUTTER DRAWN BY: L.G. /A.G ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL 33122 Phone : (.00.76 -8561 . Fax : (J05)436 -5523 06/01/12 DATE MY. No OSSORIDIION 0416 HEY. No U£SCIVWX 0416 12 -042 DRAWING No OLD 09 -036 0O /01/12 SHEET 14 OF 16 STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. SPAN FOR STORM BARS W /SPRING - LOADED SYSTEM MAX. A.S.D. DESIGN PRESSURE RATING (p.s.f.) TYPE 1 STORM BAR O 2" x 2" x 3/16° TYPE 2 STORM 54R O 2" x 3° x 1/8° TYPE 3 STORM BAR E 2" x 4° x 1/8" * STORM BAR SPACING * STORM BAR SPACING * STORM BAR SPACING S 3' -0" 3' TO 4' < 3' -0" 3' TO 4' S 3' -0" 3' TO 4' 40 OR LESS 4' -5" 3' -4" 8' —O" 6' -0" 10' -0" 7' -9" 45 X-11" 3' -0" 7'-1" 5' -4" 9' -2" 6'-11" 50 3' -7" 2' -8" 6' -5" 4' -10" 8' -3" 6' -2" 55 3' -3" 2' -5" 5' -10" 4' -4" 7' -6" 5' -8" 60 3' -0" 2' -3° 5'-4° 4' -0" 6'-11" 5' -2" 65 2' -9" 2' -1" 4' -11" 3' -8" 6' -4" 4' -9" 70 2' -6" 1 ' -11 " 4' -7" 3' -5" 5'-11" 4' -5" 75 2' -4" 1' -9" 4' -3" 3' -2" 5' -6° 4'-1" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAX /MUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX SPAN FOR STORM wow - LOADED SYSTEM MAX. A.S.D. DESIGN TYPE 4 STORM BAR ' 2" x 4° x 1/4" TYPE 5 STORM BAR 1 (2) 2° x 3" x 1/8° TYPE 6 STORM BAR F1 (2) 2" x 4" x 1/4" PRESSURE RATING (p.s.f.) * STORM BAR SPACING * STORM BAR SPACING * STORM BAR SPACING < 3' -0" 3' TO 4' < 3' -0" 3' TO 4' S 3' -0" 3' TO 4' 40 OR LESS 10' -4" 7' -9" 10' -3" 9' -6" 14'-1" 12"-1" 45 9'-2" 6'-11° 9'-11" 8' -11 " 13' -8" 10' -8" 50 8' -3" 6' -2" 9' -8" 8' —O" 12' -10" 9' -8" 55 7'-6" 5' -8" 9' -5" 7' -3" 11' -8" 8' -9" 60 V-11" 5' -2" 8'-11" 6' -8" 10' -8" 8' —O" 65 6' -4" 4' -9" 8' -2" 6' -2" 9'-11" 7' -5" 70 5'-11" 4' -5" 7'-7" 5' -9" 9' -2" 6'-11" 75 5' -6" 4' -1" 7' -1" 5' -4" 8' -7" 6' -5" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. .' °aci�U'r!t 0��0 . eee.....00Q�1 v`, °� "• a Florida Building Code (High Velocity Hurricane Zone) ® 2012 TILTECO INC. / IL EC O INC. TIWT TESTING & ENGINEERING COMPANY 8366 N m(305)871-1530 . St. Ste. , w� GRDEN, 1. 33166 n38 . F GARDENS, e —mail: tilteco @aol.com EB- 0006719 WALTER A. 11.1)7 Jr. P.E. FLORIDA Lle. # 44187 40mm SLAT ROLL -UP SHUTTER DRAWN BY: LG. /A.G ROLL /NGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL. 33122 Phone : (.05)438 -8681. Fax : (309)436 -9313 06/01/12 DATE RSY. No ONSCRIPTION DAIS NEV. N. DeSGWVrtoN aor 12 -042 DRAWING No OLD 09 -039 06/01/12 SHEET 14A OF 16 • J-IEADER LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. A.S.D. PRESS/ URE O TYPE 1 HEADER G 2" x 3° X 1/8" O TYPE 2 HEADER H 2" x 4" X 1/8" O TYPE 3 HEADER 2" x 4" X 1/4" f.) (p.s.f) STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT 5' -0" 5' TO 7' .. 5' -O" 5' TO 8' S 6' -0" 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 40.0 OR LESS 9'-11P 8' -4" 12' -2" 9' -8" 14' -10" 12' -10" 11=-6" 10' -6" 9' -9° 45.0 9' -4° 7' -11" 11' -6" 9' -1" 14' -0° 12' -2" 10' -10" 9' -1l" 9' -2" 50.0 8' -10" 7' -6" 10=11" 8' -8" 13' -4" 11' -6" 10' -4" 9' -5" 8' -8" 55.0 8' -5" 7' -2" 10' -5" 8' -3" 12' -8" 11' -0" 9' -10° 9' -0" 8' -4" 60.0 8'-1" 6' -10" 10' -D" 7' -11 " 12' -2" 10' -6" 9' -5" 8=-7" 7'-11" 65.0 7' -9" 6' -7" 9' -7" 7' -7" 11 ' -8" 10=-1" 9' -O" 8' -3" 7' -8" 70.0 7' -6" 6' -4" 9' -3" 7' -4" 11' -3" 9' -9" 8' -8" 7'-11" 7' -4" 75.0 7' -3" 6'.-1" 8=11° 7=1" 10' -10" 9' -5" 8' -5" 7' -8" 7=1" 80.0 7' -0" 5'-11" 8' -8" 6' -10" 10' -6" 9'-r" 8' -2" 7' -5" 6'-11" 85.0 6' -9" 5' -9" 8' -5" 6' -7" 10' -2" 8' -10" 7' -11 " 7' -3" 6' -8" 90.0 6' -7" 5' -7" 8' -2" 6' -5° 9=41" 8' -7" 7' -8" 7' -0" 6' -6" 95.0 6' -5" 5' -5" 7'-11 " 6' -3" 9' -8" 8' -4" 7' -6" 6' -10" 6' -4" 100.0 6' -3" 5' -3" 7' -9" 6' -1 " 9' -5" 8' -2" 7' -3" 6' -8" 6' -2" 105.0 6=1" 5' -2" 7' -6" 6' -0" 9' -2" 7=11" 7'-1* 6' -6" 6' -0" 110.0 6' -0" 5'-1" 7' -4" 5' -10" 9' -0" 7' -9" 6=11" 6' -4" 5'-10" 115.0 5' -10" 4=11" 7' -2" 5' -8" 8' -9" 7' -7" 6' -9" 6' -2" 5' -9" 120.0 5' -9" 4' -10" 7' -1 " 5' -7" 8' -7" 7' -5" 6' -8" V-1" 5' -7" 125.0 5' -7" 4' -9" 6=11" 5' -6" 8' -5" 7' -3" 6' -6" 5' -11 " 5' -6" 130.0 5' -6" 4' -8" 6' -9" 5' -4" 8' -3" 7' -2" 6' -5" 5' -10" 5' -5" 135.0 5' -5" 4' -7" 6' -8" 5' -3" 8' -1° 7' -0" 6' -3" 5' -9" 5' -4" 140.0 5' -3" 4' -6" 6' -6" 5' -2" 7'-11" 6' -11 " 6' -2" 5' -7" 5' -2" 145.0 5' -2" 4' -5" 6' •5" 5'-1" 7' -10" 6' -9" • 6=1" 5' -6" V-1" 150.0 V-1" 4' -4" 6' -4" 5'-0° 7' -8" 6' -8" 5=11" 5' -5" 5' -O" 155.0 5' -0" 4' -3" 6' -2" 4=-11" 7' -7" 6' -6" 5'.-10° 5' -4" 4=11" 160.0 4'-11" 4' -2" 6'-1" 4'-10" 7' -5" 6' -5" 5' -9" 5' -3" 4' -10" f pe +J.r.v..I ue '• ,A . aye° J N�OENS T ®® a t .ffr �'s /oiu�►�� Florida Building Code (High Velocity Hurricane Zone) ® 2012 TILTECO INC. /ThiEN\C. TILUT TESTING & ENGINEERING COMPANY ails N.W. 35th. 5)871- 15300'. VIRGINIA Fax (30055))8771 1531 168 e —mail: tilteco&aol.com EB- 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 40mm SLAT ROLL -UP SHUTTER DROWN BY: L.G. /AG ROLL /NGSH/ELD, INC. 2500 N.W. 74th AVE MIAMI, FL. 33122 P8...: (05)436 -6867. For : (303)436 -5523 06/01/12 DATE REY. No RITE OLD 06-038 06/07/72 REY. No DESCRIPTION OATS 12 -042 DRAWING No SHEET 15 OF 16 • MULLION LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L "(Ft) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (Ft.). (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX AS D. DESIGN CI TYPE 1 MULUON .r x 4° x 1/8° O TYPE 2 MULLION 4" x 4° x 1/4° © TYPE 3 MULLION 4" x 6° x .250° PRESSURE RA77NG (p.s.f.) MULLION SPACING MULLION SPACING MULLION SPACING S 4' -0° 4' TO 5' 5' TO 6' 6' TO 8' < 4' -O" 4' TO 5' 5' TO 6' 6' 7O 8' S 4' -0" 4' TO 5' 5' TO 6' 6' TO 8' 8' TO 10' 10' TO 12' 40.0 OR LESS 9' -0° 8' -4" 7' -10" 8' -2" 11' -9" 10' -11 " 10' -3" 10' -9" 16' -4" 15' -2" 14' -3" 14' -10" 13'- l0" 13' -0" 45.0 8' -8° 8' -O" 7' -7" 7' -10" 11' -4" 10' -6" 9' -11" 10' -4" 15' -8" 14' -7" 13' -8" 14' -4" 13' -3" 12' -6" 50.0 8' -4" 7' -9" 7' -3" 7' -7" 10.-11" 10' -2" 9' -7" 10' -O" 15' -2" 14' -1 " 13' -3" 13' -10" 12' -10" 12.-1" 55.0 8=1" 7' -6" 7.-1" 7' -4" 10' -7" 9' -10" 9' -3" 9' -8" 14' -8" 13' -7" 12' -10" 13' -4" 12' -5" 11.-8" 60.0 7' -10" 7' -3" 6' -10" 7' -2" 10' -3" 9' -7" 9' -0" 9' -5" 14' -3" 13' -3" 12' -5" 13' -0" 12' -1" 11' -4" 65.0 7' -8" 7.-1" 6' -8" 7' -0" 10' -0" 9' -4" 8' -9" 9' -2" 13.-11" 12.-11" 12' -2" 12' -8" 11 ' -9" 11' -1 " 70.0 7'-5" 6.-11" 6' -6" 6' -10" 9' -9" 9' -1 " 8' -6" 8.-11" 13' -7" 12' -7" 11.-10" 12' -4" 11.-5" 10' -9" 75.0 7' -3" 6' -9" 6' -4" 6' -8" 9' -7" 8' -f0" 8' -4" 8' -8" 13' -3" 12' -3" 11' -7" 12' -1" 11' -2" 10' -6" 80.0 7' -2" 6' -7" 6' -3" 6' -6" 9' -4" 8' -8" 8' -2" 8' -6" 12.-11" 12' -0" 11.-4" 11.-10" 10.-11" 10' -4" 85.0 7' -0" 6' -6" 6' -l" 6' -4" 9' -2" 8' -6" 8' -0" 8' -4" 12' -8" 11' -9" 11' -1" 1l' -7" l0' -9" 10' -1" 90.0 6' -10" 6' -4" 6' -0" 6' -3" 9' -0" 8' -4" 7' -10" 8' -2" 12' -5" 11' -7" 10.-11" 11 ' -4" 10' -6" 9'.-11 " 95.0 6' -9" 6' -3" 5' -10" 6' -2" 8' -10" 8' -2" 7' -9" 8.-1" 12' -3" 11 ' -4" 10' -8" 11.-2" l0' -4" 9' -9" 100.0 6' -7" 6' -2" 5' -9" 6' -0" 8' -8" 8' -1 " 7' -7" 7.-11" 12' -0" 11.-2" 10' -6° 10.-11" 10' -2" 9' -7" 105.0 6' -6" 6.-1" 5' -7" 5.-11" 8' -6" 7.-11" 7' -6" 7' -9" 11' -10" 11.-0" 1 Q' -4" 10' -9" - - 110.0 6' -5" 5.-11" 5' -5" 5' -10" 8' -5" 7' -10" 7' -4" 7' -8" 11 ' -8" 10' -10" 10' -2° 10' -7" - - 115.0 6' -4" 5' -lO" 5' -4" 5' -8" 8' -3" 7' -8" 7' -3" 7' -7" 11' -6" 10' -8" 10' -0" 10' -5" - - 120.0 6' -3" 5' -9" 5' -3" 5' -7" 8' -2" 7-7" 7' -2" 7' -5" 11' -4" 10' -6" 9' -11" 10' -4" - - 125.0 6' -2" 5' -7" 5.-1" 5' -5" 8.-1" 7' -6" 7' -0" 7' -4" 11.-2" 10' -4" 9' -9" 10' -2" - - 130.0 6.-1" 5' -6" 5' -0" 5' -4" 7.-11" 7' -5" 6.-11" 7' -3" 11 ' -0" 10' -3" 9' -8" 10' -0" - - 135.0 6' -0" 5' -5" 4.-11" 5' -3" 7' -10" 7' -3" 6' -10" 7' -2" 10' -11 " 10' -1 " 9' -6" 9.-11" - - 140.0 5.-11" 5' -3" 4' -10" 5' -2" 7' -9" 7' -2" 6' -9" 7.-1" 10' -9" 10' -0" 9' -5" 9' -10" - - 145.0 5' -10" 5' -2" 4' -9" 5.-1" 7' -8" 7.-1" 6' -8" 7' -0" 10' -7" 9' -10" 9' -3" 9' -8" - - 150.0 5' -9" 5.-1" 4' -B" 5' -0" 7' -7" 7' -0" 6' -7" 6.-11" 10' -6" 9' -9" 9' -2" 9' -7" - - 155.0 5' -7" 5' -0" 4' -7" 4.-11" 7' -6" 7' -0" 6' -7" 6' -10" 10' -5" 9' -8" 9' -1 " 9' -6" - - 160.0 5' -6" 4'-11 " 4' -6" 4' -10" 7' -5" 6.-11" 6' -6" 6' -9" 10' -3" 9' -7" 9' -0" 9' -4" - - NOTES : REFER TO ELEVA11ONS ON SHEET 1A OF 16 1 -. FOR MULLIONS INSTALLED W/0 STORM BARS A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED 2 -. FOR MULLIONS INSTALLED W/ STORM BARS & HEADERS A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED 8) STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED 0 2012 TILTECO INC. IL ECO INC. TIWT TESTING & ENGINEERING COMPANY 8358 N.W. 38U Ste. VIRGINIA S, 33188 38th. (305)871-1531 e -mail: tiltecoecol.com EB- 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Uc. # 44167 DOITd��RVdeoas,, G1 o1 a p,.TILLIrJ off ®� ' v ter ESIONN‘' °ae°ac.• ' Florida Building Code (High Velocity Hurricane Zone) DROWN BY: L.G. /A.G 06/01/12 DATE 40mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, R.. 33122 Phone : (305JU6 -8661 . Fax : 005)438 -5523 REV. No 2 DESC8PT/ON DATE REV. No DESORPTION DATE 12 -042 DRAWING No OW 09-039 05/01/12 SHEET 16 OF 16