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WS-18-1589Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. WS-6-18-1589 Permit Type: Windows/Shutters Work Classification: Shutters Permit Status: APPROVED Issue Date: 6122/2018 Expiration: 12/19/2018 Parcel Number Applicant 330 NE 93 Street Miami Shores, FL 1132060136340 Block: Lot: TASSO RUMELIOTIS Owner Information Address Phone Cell TASSO RUMELIOTIS 330 NE 93 ST MIAMI SHORES FL 33138-2828 Contractor(s) Phone FOLDING SHUTTER CORPORATION (561)683-4811 Cell Phone Valuation: Total Sq Feet: $ 24,557.00 0 Type of Work: INSTALL 23 ACCORDION SHUTTERS AND 4 No of Openings: 27 Additional Info: INSTALL 23 ACCORDION SHUTTERS AND 4 Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $15.00 $5.55 $3.70 $5.00 $370.00 $9.00 $20.00 $428.25 Pay Date Pay Type Invoice # WS-6-18-67877 06/11/2018 Check #: 29075 06/22/2018 Clieck #: 29469 Amt Paid Amt Due $ 50.00 $ 378.25 $ 378.25 $ 0.00 Available Inspections: Inspection Type: Shutter Final Shutter Attachment Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI -certi that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construe Fu`` • re, I attfforize th abov-4 arred contractor to do the work stated. Auth . ed S' at e: Owner / Applicant / Contracto / Agent June 22, 2018 Date Buildi T• Department Copy June 22, 2018 1 DaD--icgo)7b01 ley 4,11 BUILDING PERMIT APPLICATION •BUILDING ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: 330 NE 93 ST Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED JUN 11 1018 FBC20 — I Sg� Master Permit No. �S 6 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ERENEWAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores_ Folio/Parcel#:11-3206-013-6340 Occupancy Type: Load: County: Construction Type: OWNER: Name (Fee Simple Titleholder): Tasso Rumeliotis Address: 330 NE 93 ST Miami Dade Zip: Is the Building Historically Designated: Yes Flood Zone: BFE: NO FFE: Phone#: 305-213-2519 City: Miami Shores State: FL Zip: 33138' Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: Folding Shutter Corp Address: 7089 Hemstieet PI_ Phone#: 561-683-4811 City: West Palm Beach Qualifier Name: Edward J. Heritage - State: FL 51 041 State Certification or Registration #SC,}�;C'w13`s11, Certificate of Competency #: :1 . :LwDESIGNER: Architect/Engineer: P)(14- Phone#: Zip: 33413 Address: Value of Work for this Permit: $ . 1, ss 1 <- Phone#: City: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition 2/Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description,of Work: --7 t1STA i _ .? 3 ,14 eco.c.d7i e. A-) SL c)T( t,S Z e MAV7 A ;;Jk.,�' c)Fe;N i.0,5S e', Ie.4 7;4 ="i't t-t4 �'GIAAV-..E; A t•4 Specify c""olor of'color tliru tile. A ! fO '' 1TrATa Submittal Fee'$'3 i )'Of' .,sy,r x , dta Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ (;t'CCF $'UK j're735 DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 1 (1t)7'` (Revised02/24/2014) • �. 1S -J $ NJ Bonding'Company's Name (if applicable) • Bonding Company's Address City State - Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days a er the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a emspec ' n fe will be charged. tSignature OWNER 6r AGENT The foregoing instrument was acknowledged before me this 2(0 day of Apt'1 ,20 (o ,by 1 14.5;C) R 1 me)'orS who is personally known to me or who has produced 2 identification and who did take an oath. NOTARY PUBLIC: Sign: Pamela.A. Evans Print: Print: Pamela A. Evans � PAMELA A. EVANS as r` Seal: �'��i.:., o� As NOTARY PUBLIC �i�.41 fiSTATE OF FLORIDA sy^L p C ��p �(�/+ /�(� Q �•at _ i Comm# FFn1150�96ID Q ######################i########Mf#Mai'i##MM1694199*14Q4 M1R Y################## F ..•.. ##> 1i9$.7041 #W#4'7#�R'########## j Signature The foregoing instrument was acknowledged before me this day of J -- , 2 18 by Edward-J. Heritage who i ep rsonally known to me or who has produced as identification:and who did take an oath. ' . tj NOTARY PUBLIC: Sign: APPROVED BY PAMELA A. EVANS NOTARY PUBLIC Seal: STATE OF FLORIDA Comm# FF150967 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) \e' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .k t Inspection requirements for: Windows, Doors, Skylights or Fixed Glass -(cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on e permit application shall abide by the requirements of this department and comply ith the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress :inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: ccc 1/ P/4G5 Te-tS5 U WUti7e//0/7-S Qualifier r ignature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by:'' ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. rU Every bedroom shall have at least 1 egress opening. The minimum -opening size: (20" wide-x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than lx), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE. PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014, 6/11/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-013-6340 Property Address: 330 NE 93 ST Miami Shores, FL 33138-2828 Owner TASSO RUMELIOTIS Mailing Address 330 NE 93 ST MIAMI SHORES, FL 33138-2828 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 5/4/0 Floors 1 Living Units 1 Actual Area 3,571 Sq.Ft Living Area 2,653 Sq.Ft Adjusted Area 3,047 Sq.Ft Lot Size 15,875 Sq.Ft Year Built 1957 Assessment Information Year 2018 2017 2016 Land Value $476,024 $476,024 $396,896 Building Value $212,071 $212,071 $212,071 XF Value $25,732 $25,747 $25,762 Market Value $713,827 $713,842 $634,729 Assessed Value $240,908 $235,953 $231,100 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $472,919 $477,889 $403,629 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values ('.e. County, School Board, City, Regional). Short Legal Description 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 8 & 9 & E1/2 LOT 10 BLK 47 LOT SIZE 125.000 X 127 OR 15414-3382 0292 1 Generated On : 6/11/2018 Taxable Value Information 2018 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $190,908 $185,953 $181,100 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $215,908 $210,953 $206,100 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $190,908 $185,953 $181,100 Regional Exemption Value Taxable Value $50,0001 $50,000 $50,000 $190,908 $185,953 $181,100 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/01/1992 $164,000 15414-3382 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: (1) g CD • Exp "Ci! 15' MRH 1 Patio PERMIT Miami ShcresVillE.ige APPROVED.. SUBJECT 1.0 CCNIPI.WICE WI 11-1 Ali FEDERAL STATE ANCCCIJN LDS AND REcULA:IONS • • • CD 0 PO g RECEIVED JUN 1 1 2018 Entry _ CD oe Garage • •• • • • • • • • • • • • • C7 • Door (f) w Ctoo4 M El M Clear Panels Accordions 61! xt. -rt RUMELIOTIS, TASSO 330 NE 93 ST MIAMI SHORES MIAMI SHORES, FL 33138 FACTORY DIRECT SINCE 1969 • • • • • • • • • I • • I.• • i o • • I • • I • ! • .• • • • • • • I • • • • • • • • • • • • • • • IQ I( Door • • • • • • • Go • • • 00000 • • • • • • Castle Impact Windows Florida Building Code Online Page F1 of 2 l r BCIS Home I Log In I User Registration Product Approval USER: Public User Hot Topics I Submit Surcharge. ring Imw y Stets & Facts I Publications FBC Staff I BCIS Site Map Product Approval Menu > Product or Application Search > Application List > Application Detail • CFL6417-R5) Revision 2017 Approved FL # Application Type Code Version Application Status Comments. Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method AaJoi oa PR • • • • • •• • • Transparent Protection Systems, Inc. •• • • • • 633 Dunksferry Road • • • • Bensalem, PA 19020 (215) 638-0800 Ext 203 • r• craig.hampton@polymerindustries.com • • • • Frank Bennardo frank@engineeringexpress.com • • • • • • • • • • • • CAM ooVl sra NS' cowrur'r Para • • • • • • • • • • • • • • • • • •• • • • � • • • • • • • • • • ••••• • •• • • •• • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL6417 R5 COI Indeo.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards • Certified By Sections from the Code Standard Year ASTM D635 1998 ASTM E1886 2002 ASTM E1886 2005 € ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 a Florida Licensed Professional Engineer or Architect FL6417 R5 Equiv Equiv.pdf � • • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Waj j2sm 15 V... 1 / 19/2018 Florida Building Code Online Page 2 of 2 ! Product Approval Method, Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/14/2017 08/16/2017 08/20/2017 10/10/2017 . • Model, Number or Name Description i 6417.1 ClearGuard Non-HVHZ Panels ClearGuard Polycarbonate Storm Panels (Non-HVHZ Product) 1i of Use Approved for use in HVHZ: No t Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See engineering drawings for design limitations (allowable spans, mounting conditions, anchor options, etc.) llation Instruct.° • • • • • • • FL6417 R5 II Dwa.Ddf • • • • • t dByFrank L. P.G. PEY046549 • • • • Created y ndependent Third g% IT . • • Evaluation Reports • • • • FL6417 R5 AE Eval.Ddf - Created by Independent Third Perjyi Yes • • • • • • • a • • •• • • • •••••• • •• • • • ••••• • • • • • • Contact Us :: 7601 Blair Stone Road. Tallahassee FL32399 phone: 850-487-1824a • • • • The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florid4, :: privacy Statement :: Accessibility Statement :: Rerun, gMc+liiPri! • • • • • Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a �Ylc-reords request, jlq not end electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.13E ..P�s Sat to • • Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an owIraild7ess if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to i supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: it§ NI ID Mil Credit Card Safe ,:Ct 111 i)\':I I I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Waj j2sm15 V... 1 / 19/2018 01/09/2018 - 12:53pm intern1 V:\Projects\_Master Plan Sheet Store \Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION-FLORIDA BUILDING CODE-(2017) ASCE 7-10 - 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ONE P ESSURES Mean DESIGN PRESSURES (PSF) / Roof Area of Opening (Sq y`-- Height I • 20 30 40 LSo! i 0 -15 "51.1 At+47.1 -49.0 -47.7 -46.' -4 . - ' +45.0 +43.8 +42. 18 ft -50.9 -49.6 -48.7 -- 8`.0... +49.0 +46.8 +45.5 +44.6 +43.8 20 ft -54.3 -52.0 -50.7 -49.8 -49.1 +50.1 +47.8 +46.5 +45.6 +44.8 25 ft -56.9 -54.6 -53.2 -52.2 -51.4 +52.5 +50.1 +48.7 +47.7 +47.0 30 ft -59.1 -56.7 -55.2 -54.2 -53.4 +54.5 +52.1 +50.6 +49.6 +48.8 35 ft -61.1 -58.6 -57.1 -56.0 -55.2 +56.3 +53.8 +52.3 +51.2 +50.4 40 ft -62.8 -60.2 -58.7 -57.6 -56.8 +57.9 +55.3 +53.8 +52.7 +51.9 45 ft -64.4 -61.7 . -60.2 -59.1 -58.2 +59.4 +56.7 +55.1 +54.0 +53.2 50 ft -65.9 -63.1 -61.5 -60.4 -59.5 +60.7 +58.0 +56.4 +55.2 +54.4 55 ft -67.2 -64.4 -62.8 -61.6 -60.7 +61.9 +59.2 +57.5 +56.4 +55.5 -68.4 -65.6 -63.9 -62.7= -- ;61 8' 60 ft +63.1 +60.2 +58.6 +57. j 0 •fV 7. 10, a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OP-M ' ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. EXTERI 'ZONEC5) RESSURES Mean DESIGN PRESSURES (PSF) = F • E 5 of *Area of Opening (Sq Ft fight 20 30 40 50 -63.1 f-58.8 -56.4 -54.6 -53.2 5 'I r + 47.1, +45.0 +43.8 +42.9 +42.2 18 ft -65.6 -61.1 -58.6 -56.7 -55.3 +49.0 +46.8 +45.5 +44.6 +43.8 20 ft -67.0 -62.5 -59.9 -58.0 -56.6 +50.1 +47.8 +46.5 +45.6 +44.8 25 ft -70.3 -65.5 -62.8 -60.8 -59.3 +52.5 +50.1 +48.7 +47.7 +47.0 -73.0 -68.1 -65.2 63.2 161;(�, 30 ft +54.5 +52.1 +50.6 8:8., -75.4 -70.3 -67.4 - 5:3 35 ft +56.3 +53.8 +52.3 _a..f + _ fib' -77.6 -72.3 -69.3 - 7 4 40 ft +57.9 +55.3 +53.8 52f. 45 ft -79.5 -74.2 -71.0 -68.8 -67: - +59.4 +56.7 +55.1 +54.0 +53.2 50 ft -81.3 -75.8 -72.6 -70.4 -68.6 +60.7 +58.0 +56.4 +55.2 +54.4 55 ft -82.9 -77.4 -74.1 -71.8 -70.0 +61.9 +59.2 +57.5 +56.4 +55.5 7 -84.5 -78.8 -75.5 -73.1 -71.3 ft +63.1 +60.2 +58.6 +57.4 +56.5 INTERIOR ZONE EXTERIOR MEANCy ROOF HEIGHT ELEVATION 0 ISOMETRIC PEAK ROOF HEIGHT MEAN ROOF HEIGHT LA r SIt'-LISdW-00 COPYRIGHT ENGINEERING EXPRE REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 UPDATES, 2017 FBC FLB FLB 12/17 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. AND SHALL NOT BE REPRODUCED tN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS. ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'CI ENCLOSED STRUCTURE, FLAT TERRAIN MRH<_60' BASED ON Kd = 1.0 MRH = MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Z1. IDENTIFY THE ZONE OF THE OPENING RIOR-(ZONEILTHERS. 4) OR EXTERIOR (ZONE 5) PER THE URE BELOW LEFT OR INFOR ION P OROVID D - 1.1. ANY QUESTIONABLE s. I O TO-rBE• ONSI. / D THE MORE CRITICAL (EXTERIOR) ZONE r 2. IDENTIFY THE BUILDING M ` VE T FROM THE LOWEST GROUND ELEVATION. IF MEAN ROOF HEIGHT CANN T : FI T PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP R••F TON LE VALUE. .2. VALID FOR ALL ROOI-` S-•'ES`.`FOR,SLO EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARYARE+ •' - -OP 'I11��STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIGH WIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTU'A'OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 41READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. 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. NERAL NOTES: TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. /2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. "2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS f�� . THAN THE RATED LIMITING WIND VELOCITY ABOVE // TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. r/ 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS FFER-A 10. THIS SPECIFICATION DOES NOT SUBMITTED TEST CRITERIA AND OTH OF THESE TABLE VALUES WHICH IS T 11. ADHERE TO ALL LOCAL IMPACT 12. NO CERTIFICATION IS OFFEREDI 13. EXCEPT AS EXPRESSLY PROVIDE m Ft VpO -O mDm�Cm mDDZr EI •� r2i.�� D"n =�z�0>Zmint=,P2 LIGI O1 z in DD m,yx Vl z�1r'ZOz��61G1'A f� i-•O �pal .iez' rn ^�• �mri ••� `pew •�ct�ial• O 0 C p 0 _� G) m is Ill Tz Ul nmi Z. r AI° moN v 6TH EDITION FLORIDA BUWIr G.CdDE: 2017 • • •' • 0 O PLAN VIEW COMPLEX CORNERS •• • • • • ••- CU1m NZfnCIm mmGG1mOGf0pmIm r Z rn O Z C z- Ut p (,)m D U1 Ulm m ...9= m ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS &CLADDING• • • MASTER PLAN SHEET : • • • • • • ••• • • • • • • • ••• • • • ASCE 7-10 O z2 Z HaCED-HEREIN. •ROD . •9,/..-� CERTIFICATION. REFER TO ANY SEPARATELY LS-FOR:•ESIG/ t'' STALLATION INFORMATION AND APPLICABILITY • • R- (ACCORDANCE WITH GOVERNING CODES. •- • • • ANCES. • HOST STRUCTURE. ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. H rn In rn 11 0 0 m to z Q o -3 OI W Om C z In U -`d3S'8 1` 1IDIG NGINEERING .EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 ••• •DEERFIELD BEACH, FL 33442 •• P: 954) 354-0660 F: (954) 354-0443 • • • • CERT OF AUTH #9885 • • •• •• •E: SIELLO@ENGINEERINGEXPRESS.COM •ENGINEERINGEXPRESS.COM Customer: RUMELIOTIS WorkOrder Number: 02272018001N0301 Unit No. Opening Width Opening - Height Shutter Width . Shutter Height Wall Pressure Anchor Spacing ' Slat Length 1 74.25 26 81.25 27 -63:1 9" o.c 4" o.c 23.75 2 , 74.25 t 26 81.25 27 -51.1 9" o.c o.c 23.75 3 74.25 26 81.25 27 -51.1 911 o.c 4"-o.c 23.75 4 74.25 26 81.25 27 -51.1 9" o.c 4" o.c 23.75 5 ` 74.25 26 ° 81.25 27 -51.1 41• " o.c 4 2•175 • • • . ,. 6 74.25_ 26 81.25 27 -51.1 9" o.c 4" o.c • •.23.75 7 74.25 26 81.25 27 -51.1 9 o.c 4" o.c •• ••23.75 - i 8 r 74.25 26 81:25 27 -51.1 4 o.c • ...23.75 • • • , 9 715 26 735.25 27 -51.1 •9" o.c 4" o.c • 2'3.75 •• • ' 10 42.25 84.75 '58.5 87.75 ' -49 9" o.c 9" o.c 84.5 • 11 38 27.25' 52.5 32.25 -51.1 9" o.c 6" o.c 29 12 75.25 27.25 ` 93.75 . 32.25 -51.1 9" o.c 6" o.c 29 13 54.25 40 70.25 45 -51.1 9" o.c 6" o.c 41.75 14 , 34 - y 82.5 46.875,, 88.5 -49 9" o.c 6" o.c 85.5 15 , 75:25 27.25 93.75 32.25 -51.1 9" o.c 9" o.c 29 16 149.25 . ' 27.25 176 32.25 -49 9' o.c 6" o.c 29 17 . 149.25 27.25 176 32.25 -49 9" o.c 6" o.c 29r. 18 , 321 84 317 87.5 % -46.2 9 o.c 6" o.c 84.25 19 152 83.75 170.5 87.25 -46.2 9" o.c 6" o.c 84 20 215 , 84.25 246.5 86.75. -46.2 6" o.c 6 o.c •83.5 21 ' 34 85.5 46.75 88 -49 9" o.c 6" o.c 84.75 , 22 112.25 64 134.75 69 -46.9 9" o.c 6" o.c 65.75 23 112 27.25 117.75 ,,, 32.25 -46.2 9„ o.c 6" o.c 29 •••• • • •••• •••• • • •• • • • • • •• • • • .• • • • • • • • ••••• •'• • • •••••• • • GENERAL NOTES: 1. TITAN U FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ) AND OUT OF THEM (NHVHZ). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HVHZ) & 1809 (NHVHZ) OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE- MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM. BY 0.6 IN ORDER TO COMPARE THESE. W/ MAX. (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. IN ORDER TO VERIFY THAT COMPONENTS & ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33-X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NDI USED IN THEIR ANALYSIS. A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD.. FOLDING IMPACT PROTECTNE STmItM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1626 & 1609.1.2. OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. (H.E.T.L), HURRICANE TESTING LABORATORY (H.T.L) & AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201,' TAS-202 AND TAS-203, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 & 1604 OF THE FLORIDA BUILDING CODE. - 2. STAINLESS STEEL SHEET METAL' SCREWS USED AT SLATS O & ® SHALL BE # 10 x 3', 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD STRENGTH & 187.4 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLA N 5000 SERIES FLUOROPOLYMER COATING, AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy-25.9 kW. 4. ALL SCREWS.' TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDEX TEK SCREWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE:- SECTION 2411.3.3.4. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR, ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 8. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4" 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUILDER, INC. TO MIN. T'c-3192 Psi' - 1/4" 0 x 3/4" SOUD SET, AS DISTRIBUTED BY ALL POINT SOUD SET ANCHORS TO YIN. fc-3000 psi. - 1/4" 0 CRETE-FLEX, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. fc-3350 Psi. N47E4: Al) MINIMUM EMBEDMENT OF 1/4" 0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE IS 1 3/4". MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13. A2) 3/4" SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8") INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS. BE FOUND ON THE EXISTING WALL FLOOR;, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al & A2 ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL ASTM C-90. - 1/4- 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY. AS MANUFACTURED BY I.T.W. BUILDER. INC. - 1/4" 0 x 3/4" SOUD SET, AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. - 1/4'- 0 CRETE-FLEX," AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. • NOTES B.I) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX-INTO CONCRETE BLOCK UNIT IS 1 MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13. E1.2) 3/4- SOUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/81 INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR. WALLS WITH NO STUCCO. 8.3) 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 NOTES 8.1 & 8.2,ABOVE. (C) TO EXISTING WOOD FRAME BUILDING: G-0.46 MN. - 1/4" 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY, OR 1/4" 0 CRETE-FLEX,-AS MANUFACTURED BY ITW/BUILDER, INC & ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. OR / 14 NDS WOOD SCREWS OR 1/4" • NOS LAG SCREWS. C.1) MINIMUM THREADED PENETRATION OF 1/4' 0 TAPCON OR 1/4" 0 CRETE-FLEX OR #14 NDS WOOD SCREWS OR 1/4: 0-NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2" FOR Cl THRU C4 AND C6 THRU C8 CONNECTION TYPE, AND 2" FOR C5. OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12. NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. C.2) MINIMUM EDGE DISTANCE OF 1/4' • TAPCON OR 1/4" 0 CRETE-FLEX OR #14 NDS WOOD SCREWS OR 1/4"0 NDS LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. 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. (D) TO. EXISTING STEEL STRUCTURE. MIN. 12 GAGE. FY-33 KSI (MIN.) MATERIAL. -1/4" 0 TIED BUILDER TEK SCREWS. WI FULL THREAD PENETRATION. DIES: D.1) MINIMUM EDGE DISTANCE OF TN/ BUILDER TEK SCREW 1". 7. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR MANUFACTURER. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER. ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. 10, PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.' LABELING TO COMPLY. WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 11. FOLDING IMPACT PROTECTIVE Sub ILMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. 12. (A) THIS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER IS GENERICWAND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON,THS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (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.E.D. ENGNEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.ED. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (8) (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. Wt ,, ``CEN•T�••••.. .� t V r i,i• L .• / No.44167 t { ONLY BE USE PiRI Al NglE STATE OF FLORIDA D TO OBTAIN. • • O z0n nLTEco wc. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM •%•IL Eco C:\- - • 104EE5TIINOGai 0tNNGMEEI.IG pMPA Y asss • • • •• -Rlul _000wl -1 1 •• EB-0SL 1B • E,• • WFLOORIDA`Li Jr.te, MAW DAMN BY: YL FOLDING SHUTTER CORP. 70e9 HDASTREET PLACE WEST PALM BEACH. FL 13413 1.00-1143-6371 .IaIdrgHWterneom 07/20/17 ellw /n/n n N. m OAR 17-082 DRAWING Ile SHEET 1 OF 13 ••• • S • • • ••• • • • • • • • • • ' ••• • • • • • • • •••• • • • ••••• • • • • • • • • • • • DETAIL I ©FLAT 606J—T6 ALLOY E USED FOR ALL INST 0NS, EJ PERFORAT AS PER © WALL HEADER 6063—T5 ALLOY r___2.6Ps' J666' SLAT WINDOW 606J—T6 ALLOY (70 BE USED ONLY FOR INSTALLATIONS JO FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING SEE COMPONENTS 20, 21 & 22 ON SHEET J.) 4.446- 4.7,3• Zen• 6063-T6 ALLOY 63r © L-END 6063—T5 ALLOY ©1 ALT. BOTTOM TRACK ADAPTER © ,BOTTOM RAIN GUARD 606J—T6 ALLOY .3751 n El 6063—T6 ALLOY - 3/8 0-16 ACETAL LOCKING TUBES THUMBSCREWS AT CENTERPIECE.- 2,J2-� ,20- J.000' 27501 ® INTERIOR CENTERPIECE — 6063—T6 ALLOY r•- 2637" T 600' g I ALUMINUM ANGLES 6063—T6 ALLOY COMPONENT 0 2" 2- 1" b 5' MAX. 4" MAX. 2' MAX. µ EXTERIOR CENTERPIECE 6063—T6 ALLOY 26G6- .030- BOTTOM TRACK ADAPTER 6063—T6 ALLOY t1 0.125' 0.25" 0.062' t2 0.125" 0.25" 0.062" 11 • Fa*?�C?' 6 1 rTS `\ci i4 o ywi 4 A J.326• ® RAIN HOOD 6063—T5 ALLOY FLORIDA BUILDING. CODE (High & Non High Velocity Hurricane Zone) • j- 1 £C•O,... T1•.AT TESTING•* @MONGERING COMPANY New. mamo0: 4M oM a)eT1-' ani ana • •• the �6 W..m • 7O�iEYa d5i FLORIDA Lie. # 44167 TITAN II FOLDING IMPACT PROTECTIVE,SYSTEM DRAWN BY: ILL FOLDING_ SHUTTER CORP. 7059 HD61REET PLACE WEST PALM NAOi, FL 33413 PH 1800-643-6371 www.folifingshiNterwcom 07/10/17 DATE 17-082 °RAVING He MIL Ns W[let MY 01110110.101 m/m/17 SHEET 2 OF 13 • • • • • • • L • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • scars KNUCKLE (TTP) sLArs KNUCKLE - (TY2 - Tram. FAUNA EDGE MALE 1 I' (3) ROWS OF 1/4' • NOEEs EA. SPACED 3/8"APART IN BOTH DIRECTIONS. SLAT WINDOW (3) ROWS OF 1/4" • HOLES EA. SPACED 3/B' APART IN BOTH DIRECTIONS. -T- TOO BE USED AS AN OPTION FOR ALL INSTALLATIONS UNDER LARGE MISSILE. MAY INCLUDE PERFORATIONS AS PER TN/S DETAIL.' - MAK. (2) WINDOWS MAY BE IN ONE SLAT SPACED MIN. 24' APART (LM)(. LNKRY 10 SLATS). SLAT'S KNUCKLE (TIP) TO MAT11M1 WI WHEINDONGW EMT RMRRW_—, tr Jur N 8O F3p V 3 N Mr AOIRAY --Le SLAT'S KNUCKLE. (TIP) Of SLAW II MR. CLFAHrarcE TO MATIORGM EDOE SLAT WINDOW VIEWING WINDOW ® ,SLAT WINDOW. ELEVATION TYPICAL ALTERNATE PERFORATED (j) SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) W/ Z-CUP EACH SIDE OF WINDOW (SEE TABLE 1) SNAP -IN END CLAP TOP/BOTTOM OF 110JDOW (SEE TABLE 1) 0.060" THICK POLYCARBONATE VIEWING WINDOW (SEE TABLE 1) OfOTES - MAX: (2) WINDOWS MAY IN ONE SLAT SPACED A MINIMUM OF 24' APART, WITH 12' MIN. FROM, ENDS OF SLAT TOP & BOTTOM. - q,SLAT MUST N ADJ ACENT JACENT TO ENTERPIECES 4 OR NOR AT CORNERS OF PRODUCT. A$LAT WINDOW DETiZ (ELEVATION) also' Z—CLIP © SNAP=IN END CLIP TYPICAL (1 A) SLAT WINDOW . DETAILS VIEWING WINDOW & 21 a ( CLIPS (SMALL MISSILE I�11�°�' 2' • y� • • No. 44167 TABLE 1: SOURCES FOR ® & II OPTIONS 11PIf u. PROPERTIES STANDARD' 84YER S4BIC IMpVA0M1F REFDRDOCE M4TERML / SCIENCE PLASM LLGMAKROLCW 3103 LL3MN ICU RESIN SPECIFIC GRAVITY ASTM D792 0.043 10/In. 0.043 lb/In' MFCNANICM• TENSILE TILED STRENGTH ASTM a838 9,400 p.a.i. . 9,500 p.s.i. FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 p.s.i. 13,400 ps.i. FLEXURAL MODULUS ASTM 0790 340.000 p.a.i. 345.000 p.s.l. REAM NOTCHED ZOO . AMA D256 18 FT-lb/in 17 FT-lb/in F E IRMN- SMOKE DENSITY ' ASTM 02643 47.2 % 643 1 MAX. RATE OF BURNING ASTM 0635 C-1 CLASS C-1 CLASS SELF IGNITION AS111 D1929 1040 'F 980 •F WVATHFRISB' ASlll G155 TENSILE STRENGTH AFTER WEATHERING ASTM D638 9302 ps.i. 8840 p.sl: TENSILE STRESS BEFORE WEATHERING AST I D638. 8461 p.s.i. 8880 p.s.i. TABLE 2: SOURCES FOR W TSP/OPROPERTIES STANDARD REFERENCE. MASTER TOOL COMPANY BLACK NYLON PART J 20519VB PHYSICAL -. SPECIFIC GRAVITY ASTM D792 0.042 lb/in' MFLYIA EM TENSILE VELD STRENGTH ASTM D638 11.500 p.sL FLEXURAL STRENGTH AT YIELD AST/ D790 15,000 p.s.i. FLEXURAL MODULUS ASTN 0790 - 450.000 2.41. NOTCHEDMAO IZOD ASTM D256 a 0.6 FT-Ib/in THERMAL PMIPFRIIR• COEFFICIENT OF THERMAL EXPANSION TM AS0696 5.5 a 10 in/in-.F FLAMMABILITY IA 94. V-2 MELTING TEMPERATURE ASTI D3418 500 'F •.. •• • • • • • . .• FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 02017 TILTECO INC. •/ • •• 1 L E C if , . \ FOLDING SHUTTER CORP. i9 • - OI•�'! LSI .S 71LI�t TESTING i EIRilt/tiRNQ COMPANY 70119 NosmEEF PLACE �[' '�V •V• exe4E ]Molt. aT.4M MAW a�loa It ar1EE WEST PALM BEACH. FL 33413 '• '•' �` •' • • pnMm!-1Sq. I. p(woyys� lMT PH: sEmO-843-0371 �AI � . • • r unTT<ooO6 ca}M1E' wwwfolanpNaLL.swom WALTERA. UT� Jr.P.E W'10P WORM OM PE: SFALJBKALAI(IRE/DATE FLORIDA U<. % 44167 MP n.41• n/i n WI. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM D0UN Br: E.L. 07/20/17 DATE 17-082 r DRAWING ND SHEET 3 OF 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • •• •• • • • •• •• • • • • • • • • • • • A ()ORL :5 \ O (2) USE O.0 UP (2) FOR TO 99' S AT SPANS 30' e yr • n r:-.'----17.--.....„„ _ \ 1 OR / 1 18 (2; / SEE CONCRETE. WOOD END INSTALLATIONS. t t t CONNECTION DETAILS CONCR EL BLOCK 11 FOR il 11 11 11 .. _ \J , O , O + 1 3 , T + 16 9 O + 13 9 O + 10 O + 10 O O I INI I.111-r I win", TNYPICAL ELEVATION 4 ,R NOTE: SEE SECTIONS 1, THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 78 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. SEE SECTIONS 7AW, 78W, 8W & 14W ON SHEET 12. /-®or O3 W/ 13 , 16 „ 1U�7 OR 19 USE (3) ® AT 30' O.C. FOR SPAN SS LARGER THAN 99' UP TO 144' ,®+ 13 , ®+`11 • NOTES ON 131 & LOCKING TUBES (C41 AT ©& 5®. 1. TWO (2) fa SHALL ALWAYS BE USED AT PRODUCT'S ccc MIDSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99":'USE THREE (3) �w FOR LARGER SPANS SPACED AT 30' O.C. AT MIDSPAN. COMPONENT 11�`g MAY BE INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES 4®OR ©. LOCATION OF () SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES (SHALL ALWAYS BE USED TOP & BOTTOM AT PRODUCTS CENTERPIECES 4 OR 5 AT ALL INSTALLATIONS. LOCKING TUBES dj SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. t SEE UMITATIONS FOR ® ON SHEET 2 r cI FAAAAii� • • • • • • • i • ,Ill'�G.t A. T/(�,. • • • • • • No. 44167 43 2017 1121E00 WC i_ /• PTOT RBR.%904ILRE/DA1E FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) Tll•T TESTINO* E W RI COMPANY ��"y,.t ring. 3a L 1-1511]JIN �P • •• :.-nP WALTEreriLYTIPP.EFLaRJaNk% 44147 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY RA. FOLDING SHUTTER. CORP. Toe9 MD/STREET PLACE WEST PALL BEACH, FL 33413 PIlo1o0a-N3-o3T1 .Mwg uatwtian 07/20/17 DATE 2 17-082 DRAWING No Mt Ma arlwlr Laa,rlw,I ,u,• 314E0 4 0F' 13 • • • • • • • • • • • • • • ^ • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• POURED CONCRETE OR CONCRETE BLOCK (2) NYLON ROLLERS 0.855'► (IYP.) /10 3' S.S. SACS. W/ 0.373' LONG NYLON BUSHING W/ A 0.150' LONG TOP SECTION 0.500' O.D. AND 0.245' 1.0. AND. 0.223' LONG BOTT00 SECTION 0.320' 0.0. AND 0.245' Id. (I) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 13) POURED CONCRETE r' OR CONCRETE BLOCK WALL REQUIRED. , 0.080' THICK S.S. ROLLER HOUSING (TYP.) CONT. 0.183'40.270' 40.030' ULTRAFAB WEATHER STRIPPING EA SIDE (TYP.) OPTIONAL RAN HOOD (NON-STRUCTURAL) 3/16' ALUM. POP RIVETS, • 18' O.C. V or t /1043' S.S. S.M.S. W/ 1/2 • 1' LONG NYLON BUSHINGS (Typ. BOTTOM), AND 3/4' LONG(Typ. TOP), EXCEPT AT ROLLER HOUSING (TYP.) >Y� CONNECTION 01 (SEE SHEET 13) POURED CONCRETE) OR CONCRETE BLOCK WALL REQUIRED. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. CONNECTION a (SEE SHEET 13) IIILill] us moose �I min tl It Q OPTIONAL RNN HOOD (NON-STRUCTURAL) Or WALL FACE MOUNTING INSTALLATION SECTION 2 1/2' 50 W OF ANCHOR SPACING ANCHOR SPACING ANCHOR„ SPACING STAGGERED ANCHOR SPACING DETAIL FOR INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S.s NOTE FOR COMBINATION OF SFC,T10NS 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. t SEE UMITATIONS FOR ® ON SHEET 2 * E.D. = EDGE DISTANCE ' (SEE SPECIFICATIONS ON SHEET' 13) 3/18' ALUM. POP RIVETS. • 18' 0.C. 1/4' • nW &ALM TAPCON W/ ADVANCED THREADFORAI TECHNOLOGY OR 1/4' • ELCO CONSIRUC110N PRODUCTS CRETE-FLEX W/ 13/4' MIN E70EEMENT O 6' 0.C. 1/4' • INN BUILE0 1APCON W/ ADVANCED TIRE 01554 7ECHi0LOGY COISIRI CIION/4PROOl1C15 CRETE-FLEX W/ 1 3/4' MIN. EMBEDMENT O 6' D.C. GROUTED BLOCK REQUIRED (MIN. fDA 2 AM GROUT) OR POURED CONCRETE AA2fAM•'iis • d '• 1111,P�,(E• � A. \TIG6141.9 , . •;11/ • POURED CONCRETE . EXISTING NON STRUCTURAL WALL REQUIRED. _ ^ TRIM (DECORATIVE HEAD) 1.000 MIN: 2.500' MIN. 'l3131111 e/11 ((NNON OD H STRRUCTURAL) (2'44' MAX.) / GifLr1 I. AEA.t 1/4' • • 1' TEN SCREW 0R 1/48-20'X1' S.S. MS WITH NUT & WASHER • 4' O.C. MIN. SEPARATION TO MASS (SEE SCHEDULE ON SHEET 13) I/O' • . 1' TEK, SCREW 0R 1/4•-20'41' S.S. M5 WITH NUT & WASHER O 4' 0.C. 1.000 ' MIN. r ECORA IVEA T; TRA' ' E • •MQUtiTIN INSTALLATION ;ECTION 3 2.500 MIN. ED • III •• 81.S.D. DOSRD• PRESSURE RATING - +65.0,. -90.0 • IP FLORID • • EXISTING NON STRUCTURAL WALL TRIM (DECORATIVE SILL) 0. 4167 * • • ' PRALt' ° :• P.E SFN./SIFIN4ATURE/DATE 0 2017 TILIECO INC. �•• IL �fl'w0.\ • THAW TESTING! EMGINBERIN• COMPANY • • a: la1•co•1N.00• • R • WAL TUSTIJT Jr. P.E. FLORIDA Lk. / 44167 0 CODE (High & Non High Velocity Hurricane Zone) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OR"'" BY' •L FOLDING SHUTTER. CORP. TOSS HEMMEET PLACE WEST PALM REACH. FL 33413 PP4 MOO 013 4371 • foldlnBMutterswan 07/20/17 DATE - 17-082 DRAWING Ne• ed. r MSC n. r Cur. 1S-04 SHEET 5 Of 13 —.-- . ••• • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••. •• • • • • • • • • • • • 1/4'0 x 3/4' TEKS SCREW OR 1/4' a 3/4. BOLTS W/ NUTS & WASHER 0 B' O.C. \ RETIE OR CONCRETE K WALL \r- � ' OUIRED CONNECIIDN C4 (SEE SHEET 13) EQ. (2) NYLON ROLLERS O.B55'0 (TyP) 10 it 3 S.S. S.N.S. W/' 0.373 LONG NO.ON BUSHINGW/ A 0.150" I LONG TOP SECTION 0.500'I 0.0. AND 0.245' i.d. AND 0.223" LONG BOTTOM SECTION 0.320" O.D. AND 0.245' l.d. (T.) 7ERNATE LEG & AN• ORIENTATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 13) �r ALTERNATE 3/16' ALUM.—, POP RIVETS O 5' O.C. \ AT REAR. 'W 'W/W/.6.��,G%/%• COHIECIION CJ (SEE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 0 0.060' THICK S.S. ROLLER HOUSING .•NT. 0.163'i 0.270'03.030' ULTRAFAB WEATHER STRIPPING EA. SIDE (TYP.) !L OPTIONAL RAW HOOD (NON-STRUCTURAL) /10x3' S.S. S.M.S W/ 1/2'0 x3/4" LONG NYLON BUSHINGS BOTTOM). EXCEPT, AT ROLLER HOUSING MP.) \-0 or 63 T 3/16' ALUM. POP RIVETS • 16' O.C. ' MW. SEPARATION TO GLASS —(SEE SCHEDULE ON SHEET 13) ALTERNATE 3/16' ALUM. POP RIVETS • 5' O.C. AT REAR. 1/4' 4 TAPCONS OR^ CRETE-FLEX ANCHORS 6' O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED T 3/16' ALUM.. POP RIVETS • 10' O.C. BOTH SIDES MN. 3/4' PLYWOOD REQUIRED 1/4' THRU BOLT W/ WASHER & NUT 0 5' O.C. 2'x4' OR 2'x5'x1/8' 6063-T6 CONT. ALUM. • ANGLE. STANDARD COUNTER —TOP MOUNTING INSTALLATION SECTION 5 MAX. A.S.O. DESIGN PRESSURE RATING= +66.0, -66.0 PSF CEO ALTERNATE LEG & ANCHOR ORIENTATION 3/16' ALUM. POP RIVETS 0 10' O.L. BOTH SIDES 1/4'0 a 3/4' TENS SCREW W/ 5/B' WASHER OR 1/4' x 3/4' BOLTS W/ NUTS & 5/B' WASHER 0 4. O.C. BUILD —OUT FACE MOUNTING INSTALLATION • SECTION 4 INSTALLATIONS DETAILS" INTO CONCRETE & CONCRETE` BLOCK - SCALE N.T.S. j4OTE FOR COMBINATION OF SECTIONS: 1- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. S SEE LIMITATIONS FOR ® ON SHEET 2 * ED. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) POUR =• . OR CONCRETE BLOCK WALL REQUIRED I` MIN. SEPARATION TO GLASS, (SEE SCHEDULE ON SHEET 13) ALTERNATE LEG & ANCHOR ORIENTATION • I any'.• .( e , ALTERNATE 3/16' ALUM. POP RIVETS 0 5" O.C. AT REAR. ri POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 3/16' ALUM, POP RIVETS • 10' O.C. BOTH SIDES MIN. 3/4' PLYWOOD I/O' MIN. REQUIRED 1/4' THRU BOLT W/ WASHER &. NUT • 10' O.C. EACH SIDE. 1/4" 0 TAPCONS OR CRETE-FLEX ANCHORS 6' D.C. 5'x3'xl/B' 6063-T6 CONT. ALUM. ANGLE OR BENT PLATE. ALTERNATE COUNTER —TOP MOUNTING' INSTALLATION SECTION 6 MAX. A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF I 1/4'E v 3/4' TEKS SCREW OR 1/4' x 3/4' BOLTS W/ NUTS & 5/8' WASHER 0 6' O.C. • • •• No. 44167 • A • 4t• v.ti 'ONAI 1 ''1 •. • P.E." SEAU/J•MitiRE/DATE I Sc • FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone)! CD 2017 TILTECO INC. ••• IL E.Cpamc. PINT TESTING•& OBIGINBERII•I COMPANY 31yx115.PA. wgS a14 • • - I�0I0iTP •W.O1G670 P.E. FLORIDA Lie.. 4.167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY: ILL -FOLDING- SHUTTER. CORP 7069 Hfl6TREET PLACE WEST PALM BEACH, FL 33413 PH: 1E101H043-6371 .(oM1n9.nwwaeom 07/20/17 DATE 17-082 ORAWNO No msno. out afonnw SHEET 6 OF 13 • • • • • • • • • • • • • • • • • • •} • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • , • • • • • POURED CONCRETE REQUIRED 0.060' THICK S.S. ROLLER HOUSINO EQ. 0 Z• is rr >� (2) NYLON -- ROLLERS 0.655.0 (M..) r ,I' I. I' tl:�� I: /10 a 3' S.S. S.MS. W/ 0.373' LONG NYLON I -- --- BUSHING W/ A 0.150' 1 I LONG. TOP SECTION 0.500" IA 0.0. AND 0.245' W. AND 0.223' LONG BOTTOM SECTION 0.320" 0.0. AND 0.245' i.e. (TYP) 1f^ MIN. ARATION TO GLASS (SEE SCHEDULE ON SHEET 13)- MIN. CDIIECO N CO (SEE SHEET 13) fa OPTIONAL RAIN HOOD (NON-STRUCTURAL) #104' S.S. S.M.S. W/ 1/2'• c3/4" LONG NYLON BUSHINGS (Typ. TOP) AND 1' LONG (Typ. BOTTOM). EKCEPI AT ROLLER HOUSING (1YP.) OPTIONAL RAW GUARD (NON-STRUCTURAL) ALTERNATE 3/16' AWN. POP RIVETS O 5. 0.C. AT REM. I lo ni • POURED CONCRETE REWIRED —• MIN. iOor or IV CONT 0163'A0.270"1/0.030' STRRAPAB WEATHER ID STRIPPING EA. 5®E (TYP.) 3/16• ALUM. POP RIVETS • 10' O.C. ROM SIDES TRAPPED MOUNTING INSTALLATION SECTION 7 INSTALLATIONS DETAILS 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 13) 1/4' • a 1" TEK SCREW OR 1/N-20-x1" S.S. MS WITH NUT & WASHER 0 4" O.C.' ALTERNATE LEG I LOCATION WITH ANCHOR MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 13) IOPTIONAL RUN GUARD (NON-STRUCTURAL) ALTERNATE 3/16- ALUM. POP RIVETS 0 5' O.C. AT REAR. (SEE SHEET ON 13)13 1) I � 3/16' ALUM. POP RNETS • 10' 0.C. BOTH SIDES or Iv EDGE OF� / SLAB IF `� APPLICABLE -/ POURED CONCRETE�V// REQUIRED L----• MIN. wN. E.O. ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A EDGE OF SLAB IF APPLICABLE INTO CONCRETE & CONCRETE ,B f CTF '�' ••. ••• •• SCALE: N.T.S. 11i1 ...,... t,'1. • ' • a�P • No. 44167 . NOTE FOR COMBINATION OF SECTIONS: 1- MOUNTING' SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 SEE UMITATIONS FOR ® ON SHEET 2 * E.D. a EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) POURED CONCRETE REWIRED. COMM= CB • (SEE SHEET 13) ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM. SECTION 7B FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ® 2017 TILTECO INC. 7• IL Z.CPaNC. \ • TILT TESTING •Ic 6L7E , C'OMPANY 48N4ti.s•MT.). ,,tn)100 N61SiO•IR�L*,P' • • ••e-mail:-QyDeogeoLegn • •;WAL.087941 FLOR6U 44167 TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY: NL 07/20/17 FOLDING SHUTTER CORP.— _ aTeY — 7069 11E151REET PLACE WEST PAW BEACH R. 33413 Pi 160o-843-6371 • iolGtytutten ern DRAWN° We 17-082 ®rnoi 41It In. r 1.13011191101 part 0t• 14<t. Pt/20/1r 4 SWEET 7 OF 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • • • • • • • • • • • • • • • POURED OR I CO 1 BLOCS WALL REQUIRED 6.000' NUL (SEE 60N0AE) P N]•O'or 31211/4•a LENGTH 6063-T6 ALUM. ANGLE (SEE SCHEDULE) (2) ROWS OF 1/4Y TAPCp6 ANCHORS (TIP.) (SEE SCHEDULE) (6) 1/4' . 3/4' TENS SCREW AT 2 O.C. LTOOUOWLY. SRN 1161E PER SCHEDULE 6063-T6 ALLOY I/4't a 3/4' TEN SCREW • 6. 0.C. SPAN TUBE MOUNTING INSTALLATION, 3'44• or 3.4' or ra21TAL LENGTH 6063-TO ALOIS (SEE SOEDOE) PORED CONCRETE-( OR GROUTED CONCRETE ROCS WALL REWIRED 6.000• IAAx. (SEE 6COUIL) 1/4"41 . 3/4• TOT SCREW • 6' O.C. -SPµ TUBE PER «MO.F 6063-TO ALLOY • (6) VA' . 3/4• Tl1(S SC6EW AT 2. O.0 LONCNWRALCI. (2) -ROWS O 1/40 SWOONS MOORS (TOP.) (SEE SCHEDULE) SPAN TUBE MOUNTING INSTALLATION (I) 1/4' . 3/4' 1D(S SCREW AT 2' O.C. LONGII0IWi1Y. (3) ROWS OF 1/4.4 TAPGdS ANCHORS (TOP.) (SEE SOEOUI61 POWER CONCRETE OR CONCRETE BLOCK WALL REQUIRED (6) I/4' . 3/4' TOO SCREW AT 2' 0.C. LOHGIRIOIINUY. 2FRielY 3'.4• or 313• or ra211/4• LENGTH 6O63-T6 ALUM. ANGLE (SEE SCHEDULE) I BEBB��BB Ot .� 1/4'4 • 3/4• TEN SCREW . 6• G.C. SPAN TUBE PER 4/'YF1..F 6063-16 ALLOY 1-..3•.O' , 3•a3• or 3'.t11/v. • LENGTH 6063-To A.UN. ANGLE (SEE OnImRF) SPAN TUBE MOUNTING INSTALLATIOt( sEcTioN Z IT X SPAN1118E PER 4r0ATAF / 0 0 0 0 0 0 3'N' ..• ]'.3'. N li •a!' or SkT 141/s•. IENQTN 3'at'a/4•a UNO1N III "1112 (s 601 (SEE 0....r)µuE .91 _LEN GTN (T7) / ii 4 ar 1 6t WAR. SPIN WOE LENGTH 4 I/2' E.O. (TIP.) TYPICAL ELEVM (TUBE AT TOP), r.r or ras• or. 1ra1/0'. 65)0TH I-T6 ALUM. ANGLE (SEE S0[TZLRE) Y O o 0 RV. SPAN 1116E LEN 4 1/2' MN. ED. (TIP) iIIIIIIIIIIIiiIII Y P / 4• WN. SPACNG BETWEEN M10ORS (TOP.) O SPµ TUBE PER SCHEDULE TYPICAL ELEVATION (TUBE AT BOTTOM), SCALE NTS Z 1/2• E.6 (OF) Ha. SPAN TUBE IENGTN O 0 0 0 0 0 a 0 / OP0ONO. WON / T / 314• N 3•a3' IT 3"ar.1/41 LENOTH 6063-T4 AL161. ANGLE (SEE SCHEDULE) -1I/2' TYP. O 0 0 .4• •0 3•4' or 3'.2'11/4' I[xcTtt 6063-T4 %LUA. ANGLE (SEE SCHEDULE) / / / / n fie ), - o / o o¢ .04.<H. EORE• 7"1"Plivrl' 7 _ OPENNGW106I ®t TYPICAL ELEVATIO_( BE AT MIDNEIGNTl 1' SEE UNITATONS FOR (3 ON SHEET 2 •.RN'. IoSNNTIWF• (COMPANY It•• HW. R. N n ]]10 p�1-1361 •.....�• \ dl • •• • • IIgYId60R..00�lool..gm I.AA6 t A°' • ' • WAL NPI.7TL. ROLTURE/DATE ` FLORIDATINRIOA Y JI. Lit. / 44167 TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) * TUBE SIZE MAXIMUM P SPA ALLOWABLE TUBE SPAN REVD ANGLE LENGTH EA. END NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE 2"x4"x1/8" 60" 106.0" 13 8 96" 65.0" 17 10 144" 69.0" 13 8 2"x4"x1/4"'- 80" 117.0" 17 10 96". 110.0" 21 12 144" 91.0" 21 12 2"25"21/8" 80" 109.0" 17 10 96" 100.0" 21 12 144" 81.0" 17 10 2"x6"x1/8" 80" 124.0" 21 12 96" 114.0" 21 _ 12 144" 93.0" 21 12 * VAUD ALSO FOR MIDHEICHT TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE SHUTTERS HEIGHT ABOVE & BELOW DOES NOT EXCEED THE MAX. PRODUCT SPAN SHOWN ON TABLE 1. TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REQ.!)ANGLE LENGTH EA. END NUMBER OF ANCHORS PER END OF TUBE 2"x4"2l/8" " 60" 76.0" " 13 12 96" 60.0" 17.. 15 144" 48.0" 13 12 2'x4"x1/4" 80" _ 87.0" 21 18 96" 79.0" • 21 18 144" 65.0" 21 18 .2"xS"x1/8" 80" 77.0' 17 '6 15 96" 70.0' 21 18 144" 57.0" 17 15 `2"x6"x1/8" • 80" - 88.0" 21 18 96" 81.0" 21 18 144" 66.0" 21 '18. INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE. OR GROUTED CONCRETE BLOCK WALL SCALE: N.T.S. • • • •• • • • • • •• ® 2017 TR.TECO INC. A.S.D. DESIGN PRESSURE RATING a *72.0 PSF FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone),: TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 4:110KCApic. \ - FOLDING. SHUTTER CORP. 7069 HEYSIREET PACE W6T PALM BEACH. R 33413 PH: T600-663-6371 .6dNnpNulEN.com DRAWN ST. B.L. 07/20/17 - SATE 17-082 DRAPING No ORPRIVIIN.m r14 m 16a1. O/NAT 4 SHEET a OF 13 • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • I• •• •• •••, • • • ••• • • Ex6TNG STRUCTURE II \ 1/4o a 1 3/4' TAPCONS/CNETE-FLEX ANCHORS • 16' O.C. YIN. (SEE SHEET 13)'' EaLSm o STRUCTURE �3/16' POP RIVETS 0R 1/4' a 3/4' 1Ex4 • 18' 0.C. WALL FACE END CONDITION r _I ,S/16' POP RIVETS /6R. 1/4 16' 3/4• 11D15 • O.C. / \ / BUILD -OUT END CONDITION NOTE 1 3/8'0 THREADED 110 • CENTERPIECE FOR MP.) EXTERIOR (LEVERS INTERIOR OR INTERIOR) GEE NOR 1) HORIZONTAL SECTION 20 HORIZONTAL SECTION * INY VAR! AT LAST SLAT AT TRAPPED INSTALLATIONS t SEE LIMITATIONS FOR (90N sneer 2 ONE LOCKING; TUBE, PART y`L� SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE 40OR ��, INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE I. A SOLID THERMOPLASTIC TIP MUST BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, 0.357"x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH" A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475"x0.475"x0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE t8 , A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE. INSTALLED. ONE (1)PIECE, 1.375" LONG, W A 0.366"x0.366"x0.630" LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE el . THE TOP OF THE PIECE MUST INCLUDE A 0.684" DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED AT ,U8 SHALT. BE ENGAGED INTO 3/8"• HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE. CONCRETE- BLOCK - & WOOD (AS APPLICABLE) ( SHAWN OR 5 (2) ©• 30' O.C. o 1005PAN FOR UP TO 69' SPAN • (3) 0 30' .C.•Y FOR UP 0 TO 144' SPAN (2141.8I8 SCREW MAY BE INSTALLED INTERIOR OR EXTERIOR) \\\ TAPCON/CREME-F{D0 ANCHORS • 16" 0.C. TO cams STRUCTURE• EXISTING 'STRUCTURE—' 3.736' (TYP.) 1/2' AAR END LOCK ANGLE HORIZONTAL SECTION (LEVERS EXTERIOR) OR 5 SHOW Y'a111/4' CONT. 6063-76 ALLOY ANGLE 3/16' POP RIVETS 0R 1/4' a 3/4' TEKS 0R 1/4' z 3/4' BOLTS W/ NUTS• 12' 0.0. 2' z 2' a 1/8' 6063-76 CONT. ALUMINUM BENT ANGLE— (2) ®• 30' 0.C. • _11 MmSPN1 FOR U2, TO 99" SPAN • (3) D5)O 30' 0.C. • MIDSP FOR UP TO 144' SPAN (THUMB SCREW MAY 6E INSTALLED INTERIOR OR EXTERIOR) �f � 500• \W ) (2) IOD7PAN FIXi To 99' SPAN • (3) • 30' O.C. 0 r0R UP TO 144• SPAR (TNUYO� SCREW MAT BE INSTALLED INTERIOR 0R EXTERIOR) 2'a2'z1/B' CONE. _ \ \ 6063-T6 ALLOT ANGLE TAPCON/CRETE-FLIX ANCHORS • 16' 0.C. TO—\ MING STRUCTURE EXISTING STRUCTURE 1/4' a a 1 3/4' TAPCONS/CRETE-FLCO ANCHORS •' 16 O.C. �(u �- OR EXMOOR) � 744 0 OR 5 1 SHOWN E0. ■ EO COSTING STRUCTURE — END LOCK ANGLE HORIZONTAL SECTION I/4" a 3/4" TEX SCREWS ATTACHED TO ONE CENTERPIECE • 6" 0.C. ORW SHOWWNN y l ( OAR461 0INTERIO)R• ca`EXTERIOR) 5 INIERICR OR SHO • • • • • 41..TgRi=A11 lOCKING SLAT CORNER LOCKING DETAIL 4; HORZOMAL SECTION tip► A. T . • • • • • • Qy s.... //". • • • • + • • • • • • • FLORIDA BURRING CODE (High & Non High Velocity ...*.• �CElO f m 2017 Tu.TEco INC. 441 • •'4r4 .a'.e' : c4INC/ \ T•LIT TESTING K N`G E[G COMPANT ° q�elM,,wlallw • • 2: plaz:�eol•en • A 0008 WAL TILUT P.E. ." FLORAL L'K. / 44167 Hurricane Zone) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM •N B1' ILL FOLDING. SHUTTER CORP. 7069 IEMStREET RACE WEST PAW BEAM, FL 33413 Pit1800 4371 . w feldngqutten.aen 07/20/17 DATE 17-082 r DRAWING No Pa DMZ 110011/110. SHEET 9 OF 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 4/ (2) # I/4• • • 3/4- TENS OR 3/16• POP RIVETS PER ANGLE TO ALIERNAIE WALL OR N011rnn FOR ONE 601H AHCL0S �:% k ' [NOT. ALL MINUM ANGLE( THE UI —BOTTOM OR TO WALL (2 REQUIRED) CRETE-REX ANCHORS 1 EA ANGLE TO SLAB 1 EDGE OF CONCRETE SLAB END INSTALLATION DETAILS INTO CONCRETE. CONCRETE BLOCK &-WOOD (AS APPLICABLE) A! 2" x 2' a I/O" ALUNINUM ANGLE A BUILD -OUT MOUNTS PER SECTION 4, SHEET 6 EXTERIOR ELEVATION ANGLE LEG MAY FACE AMY FROM OPENING (AS SHOWN) OR TOWARDS OPENING. NO ANCHORS REQUIRED TO HOST STRUCTURE L SIMILAR AT HEAD AND SILL AND BOTH SIDES OF PRODUCT OPTIONAL SIDE ANGLE (roe SECTION A. SHEET 6) /—END PIECES MAY BE RAT ENO ORLDID 0 T 3/16' POP RIVETS OR 1/4' a 3/4' TENS • 12' O.C. : :•?, ;,. '?4+/:•- • • ._\• �.,.......• • • .•. • • • ... .+. •N • • • i L.: n LEAD RECES MAT BE FLAT ENO OR L END • • • •• • • • • • • • • • •• m 2017 DLTECO INC. •IIr •— • 6 / EC_O.INC. \ • , .71/(..1." :. •� TILT Tf51-N�E_•P�_6�• EERING COMPANY •`- ,, V %T U!6 NW..:41 20 6s los oNmT'- 2 u1M • •'•''� 1! - i`•.• • II •-i1wP-it a.cam • P.E SFAL/SIGTUTURE/OATE FLORIDA Lie. / 44167 2' a 2' x 1/6' rALUMINUM ANGLE GUILD -OUT NOUNT PER SECTION 4. SHEET 6 . 01 (2) 3/16' POP WETS. EACH LEG OF 2•a2' ANGLE PLAN VIEW A -A TRAPPED END CONDITION W/ FLAT ENQ FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) TITAN•II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN 6r ILL • SALTER A. SLUT Jr. P.E FOLDING SHUTTER CORP. r 07020/17 7066 NELLSIREET PLACE WEST PALM REACH. R 33413 1 7-082 R 160D-643-6371 . • IaIBnpMNMa•com DRAWING No Nwompal Aux war ala s wig ,.. mwWWI,WWI,SHEET to 06 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 2'44' CONT. WOOD HEADER REQ'D. CONNECTION GI- 2'x4' CONT. WOOD PLATE REO'0. / WALL FINISH r x 1 RROL OER THICK HO SING (2) NYLON ROLLERS 0.85511 (IYP.) _ /10 x 3' S.S. S.MS. W/ 0.373- LONG NYLON - BUSHING W/ A 0.150' LONG TOP SECTION 0.500' O.D. AND 0.245' i.d. AND 0.223' LONG BOTTOM SECDON 0.320' 0D. AND 0.245' id. \\I1 111N. SEPARATION TO GLASS -(SEE SCHEDULE ON SHEET 13) / ' 4"1.�t�il• 11 rl / ill l V1 `VV I 1 ;} ihV1 1 CONT. 0.183 .0.270' 0.030' ULTRAFM WEATHER STRIPPING EA. 510E (TYP.) OPTIONAL RAN HOOD (NON-STRUCTURAL). #1043' S.S. S.M.S. W/ 1/2'• 43/4' LONG NYLON BUSHINGS (Typ. TOP) AND 1' LONG (Typ. BOTTOM). EXCEPT AT ROLLER HOUSING (TYP.) tit 6 0 / 47) 03tOC R1N G1 `WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W NOTES 1- FOR WOOD FRAME CONSTRUCTION: WOOD. MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 3/16' ALUM. POP RNETS. • 18' O.C. . ,WALL FINISH / /. ;/—001•ECIION C4 // //-0.060' THICK S.S. ROLLER HOUSING / OPTIONAL RAN 14000 (NON-STRUCTURAL) rarT r J IJ�� 2'44' CONT. W000 HFAOER REM. E IAN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 13) g 3/16- ALUM. POP RNETS. O i8. 0.C. aA N ®or t WALL FACE MOUNTING INSTALLATION. SECTION 2W (TOP). INSTALLATIONS DCIAJ1S • INTO WOOD .. ../,� - R A. ''•s • •• •••• • • • • • T SEE IMITATIONS FOR ® ON SHEET 2 NOTE FOR COMBINATION OF SFCTION4: 1- MOUNTING SECTIONS -CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Na.44187 L E C O Era. S• C •. a (�( ?bit?. • HDMES1ATM4G R 1ERINEom NO CO3\N • 0y• • •: • • SI ry •' • • • IALTER /_ nun' Jr. P.E. � � /OATS FLORIDI lie../ 44167 FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN 07. ILL • •_ 0 2017 DLIECO INC. FOLDING SHUTTER CORP. 708 IaSTREET PLACE WEST PALM BEACH. EL 33413 1800-613-637I ./ol•npMoLNn.eam 07/20/17 DUE 17-082 DRAWING No 10 som N1 n/7An7 �2 313011.1103 SHEET 10 OF 13 • • • • • • • • • • • • • • • • • • • . • • • • • • • • • ' • 7 • •-• • • '• • • • • • • •• •• • • ., • •'• •• • • • • • • • • • • ' • 2'44' CONT. 14000 HEADER REO'0. -_ 1/4'e x 3/4' TEKS SCREW OR 1/4' x 3/4' 'BOLTS W/ NUTS & WASHER O 6' O.C. -\ L / WALL FINISH ,-CCOINECDON 04 E0 / r1 C- aril (2) NYLON y J 13.855Y (TYP.) -__-- ALTERNATE LEG—) 0.060" THICK S.S. I- ROLLER HOUSING LOf%1TION CONT.'� (SEE NOTE •) 0.163'x0.270'x0.030" ULTRAFAB WEAT19R STRIPPING EA SIDE � ///A�` V MIN. SEPARATION To GLASS (SEE SCHEDULE ON SHEET 13) (IIPJ ALTERNATE 3/16" ALUM POP RIVETS O 5' O.C. ALTERNATE LEG, AT REAR --_ LOCATION (SEE NOTE `) L"- J ' II 2"44" CONT. Ft._=__�! WOOD PLATE, RE011 W WALL FINISH E0. E0. OPTIONAL RAN HOOD / (NON-STRUCTURAL) /1 Dx3' S.S. S.M.S. W/ 1/2'0 43/4' r LONG NYLON BUSHINGS (Typ. TOP) / AND 1' LONG (Typ. BOTTOM), EXCEPT" AT ROLLER HOUSING (TYP.) 3/14' ALUM. POP RIVETS. • 16' 0.C. "-(J or ®t g ';1 arat 3/I6" ALUM. POP RIVETS w• 0 10' 0.C. BOTH SIDES 1/4'9x 3/4' TEXS SCREW W/ 5/8' WASHER OR 1/4' x 3/4' BOLTS W/ NUTS & 5/6' WASHER 0 4' O.C. BUILD -OUT FACE MOUNTING INSTALLATION SECTION 4W NOTE LL ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL.SHOWN DOTTED 2'x4' CONT. WOOD PLATE REO'D. 1 SEE UMITATIONS FOR ® ON SHEET 2 NOTE FOR COMBINATION OF SECTIONS: I- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. NOTES, 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A. MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL /10 x 3 S.S. S.M.S. W/ 0.373' LONG NYLON BUSHING W/ A 0.150' LONG TOP SECTION 0.500' 0.0. M0. 0.245' i.0. AN0 0.223' LONG BOTTOM SECTION 0.320' OD. AND 0.245' i.e. (UK.) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 13) ALTERNATE LEG _J LOCANOTTOONE•) iT_iT j (SEE J iII' U F r" II ! 1 w _ I INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. N j 1/4 P x 3/4' TEKS SCREW OR 1/4 x 3/4' BOLTS W/ NUTS & 5/13' WASHER O 6' 0.C. 0ONIE000N C4 WALL FINISH BUILD -OUT FACE MOUNPTJNG.INST4LL4TI0f1 • SECTION 4A4 Il• • • -• • t `'•(. • • ••• • .,1'�Q`S •' '•' .Vd• • • , • • . FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) . •, d .. 2 +. C. eon TILTECO INC. 1 0.44167 !! �+ '.r / •� • � 104: �G W EN 40K414 Rums. COMPANY 4MNa1W 9Awo•. n. m+a `••�• 'tIl ••'••'i •• • �' •a■mo� h1hAeOcd.com •S`I°A... GTv.Al •x • OW'LTER A•TIUJT Jr. P.E. P r LP:EA�IIi/DATE FLORIDA Tic. / 44167 4'x8' (Min.) 00511NG WOOD BEAM REQUIRED. STRUCTURAL. ADEQUACY OF COSTING W000 BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR MCITTEC1 PRIOR TO PROOUCT INSTALLATION. ®or y t ALTERNATE 3/16' ALUM PCP RIVETS 0 5' 0.C. .AT REAR COFIIEC ION C6 MIN. SEPARATION I TO GLASS (SEE SCHEDULE ON SHEET 13) OPTIONAL MIN GUARD (NON-STRUCTURAL) 2'x6' RUN. W000 DECK REQUIRED (NO FIN15H ALLOWED) /O�NAL RAN H000 (NON-STRUCTRAL) 3/16' ALUM. POP RIVETS, o 1B' 0.C. Or 13 1 orat 3/16" ALUM. POP RIVES 0 10' 0.C. BON SINES 2' MIN. E.O. I 2' MIN. E.D. CONRIZCIION CO Y,. • •• TRAPPED MOUNTING INSTALLATION SECTION 7W TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY: W.L FOLDING SHUTTER CORP. 7089 IIEMSTREET PLACE WEST PAN REACH, R 33413 PH: 1803-4" 4371 o .rWangsnutw..eom raFMMW nn OLD 15-014 m/ani 4 07/20/17 DATE 17-082 DRAWING No SHEET 11 OF 13 • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • ' • •• •• • • ••• • • 1/4" . R I" TEAL SCREW OR 1/40-2011' S.S. MS WITH NUT &I WASHER • 4' O.C. 2'46' MAN. WOOD DECK REQUIRED (NO FINISH ALLOWED) MIN. ED. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 13) FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) (3) 5/16' . LAG SCREWS W/ 2 1/2" MN. PENETRATION AT MIDWIOIH (21 OF RAFTER/TRUSSES 1/4 14" (6063-T6) RAT PLATE W/ 1/4'. 41' TER SCREWS 0 6' O.C. N < BETWEEN TRUSSES OR 1/61R4" (6063-T6)FLAT PLATE W/ 1/4"0 41' TEAL SCREWS O4' 0.C. IN BETWEEN TRUSSES /10 0 3' S.S. S.M.S. W/ 0.373' LONG NYLON BUSHING W/ A 0.150' LONG TOP SECTION 0.500' OD. AND 0.245" iA. AND 0.223' LONG BOTTOM SECTION 0.320" OD. AND 0.246" i.d. . 4 (TP.) 1 (2) NYLON ROLLERS 0.855'e (TP.) MN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 13) 0 MIN. E.D. .500' CONT. 0.163-40.270" 00.030" ULTRA:FAB WEATHER STRPPNG EA SCE (1YP.) 1 7 EDGE OF SLAB IF APPLICABLE 1 SEE LIMITATIONS FOR ® ON SHEET 2 NOTE FOR COMRINATION OF SFTDr)NS: 1— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EDGE OF SLAB IF APPLICABLE 2 i6' MN. W00D DECK REQUIRED (NO FINISH ALLOWED) NOTES 1— FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN.. SPECIFIC DENSITY OF 0.46 OR EQUAL 2— SEE SECTIONS 8W & 14W FOR MAX. A.S.D. DESIGN PRESSURE RATING & SPANS. EXISTING 2% WOOD TRUSSES OR RAFTER AT 24' O.C. MAX. EDGE (IF APPLICABLE) 1/4. IAAX. PLYWOOD COSTING SOFFIT Cl or a MIN. SEPARATION TO GLASS r(SEE SCHEDULE ON SHEET 13) OPTIONAL RAN GUARD (NON-STRUCTURAL) ALTERNATE 3/16 ALUM POP RNETS • 5" O.C. AT REAR. 2' MIN. E.D. 3/16' ALUM. POP RNETS 0 10' O.C. BOTH SIDES 2' MIN. ED ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) EDGE OF SLAB IF APPLICABLE CONNECTION CO 2'44" CONT. WOOD PLATE REO'D. 2'44' MIN. WOOD STUDS 0 16' O.C. (2) 1/4'0 TAPCON OR 1/41/ CREIE-FLEX ANCHORS OR #14 NOS WOOD SCREWS OR 1/41/ NOS. LAG SCREWS AT MOWIDTH OF EA STUD W/ 2 1/2' 14n. THREADED PENETRATION INTO WOOD STUD /1043 S.S. SACS. W/ 1/21/ 13/4" LONG NYLON BUSHINGS (Typ. TOP) AND 1' LONG ; 5(Typ. BOTTOM). EXCEPT AT ROLLER HOUSING (1YP.) HEADER TO TRUSS MOUNTING INSTALLATION SECTION 8W (TOP) [MAX. A.S.D. DESIGN PRESSURE RATING +60.0, —60.0 PSFI MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 13) i 1 II ,—WALL FINISH Y 1' • 4" • 1/B" 6063-T6 CONT. ALUMINUM TUBE or1gt ON 3/4' TEAL .EO.+ SCREW OR 1/4"-20 R 3/4' S.S. BOLTS W/. NUTS h ER • 6' O.C. \-1/4' . a 374 n SCREW O 6" O.C. 'MOUNT TO`'' WOOD STUDS MOUNTING INSTALLATION INSTALLATIONS DETA .g. ' • • • •• SECTION-14w-(BOTTOM) INTO WOO ' "N p�� 'r • • • • • • � .X AS.D. DESIGN PRESSURE RATING= +60.0, —60.0 .• CE •• ! • • • • • FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SCALE N.T.S. .' V rN�. �•'t•'• � � _ •� 02017 RTECO INC. No. 44167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM •• / 4L E O INC. \ • TIWT *STOIC OEM/SNEERING COMPANY • TWO AR. •lIA. Z. SN•006. •RRNN M. GROOP.3T166 • .R n. me 661 ..: omen .. 06 m II4A•ROl.co • • • E680001719 • • IIALOER A 411117 Jr. P.E. sr. ow F1.ORIDA lw. # 44167 FOLDING SHUTTER CORP. 7066 NEYSIREET PLACE WEST PALM 6FFLN. FL 33413 PH: 1600-643-6371 owyrJoIrlinpisultoes.corn BRAIN BY: ILL 07/20/17 ONE 17-082 BRAYING No OLD 18-Doo Oat WV. m/m/O • DOKODOOF 0.4 SHEET 12 OF 13 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • •• • MAXIMUM WIND PRESSURE (p s f.l AND CORRESPONDING MAXIMUM SLATS SPANS SCHEDULE, wNo M'ESS'RE LNXM M 9ATS SPINS a ,,,,Immmr EM IL+) HOSAs2 PRR9wr 0.-) TSP 30 psf 144.0" 144" 180 Ib/ft 60.0" 60' 88 Ib/ft 35 psf 100.0' 100" 146 Ib/ft 144" 144" 210 Ib/ft 60.0" 60' 100 Ib/ft 40 psf 100.0" 100" 187 Ib/ft 144" 144' 240 Ib ft 60.0" 60.0" 115 Ib/ft 80.0" 80.0" 154 Ib/ft 46 psf 97.0" 97.0" 187 Ib/ft 115.0" 115.0" 221 Ib/ft 144" 144" 276 Ib ft 4201 89.0' 89.0` 50 psf 100.0" - - 120.0" 120.0" 250 Ib/ft 144"- 140' 300 Ib/ft 60.0"- . f f' 1 - 81,0" 81.0 187 Ib/ft 55 psf 100.0" 100.0" 9 Ib/ft 120.0" .+ 137" 134" 330 Ib/ft 60.0" 60.0" 150 Ib/ft 80.0' 80.0' 200 Ib/ft 60 psf 100.0" 100.0' 250 Ib/ft 115.0" 115.0" 288 ID/ft 131" 128" 346 Ib/ft' 59.0• 65 psl 92.0' 100.0" 126" 123' 360 Ib/ft sac- 60.0` 175 Ib/ft 70 psf 100.0" 100.0" 292 Ib/ft 121• 118" 374 lb/ft 59.0" 59.0" 187 Ib/ft 75 psf -100.0" 100.0" 313 Ib/ft 117" 114" 387 Ib/ft 80 psf 113' 111" 400 Ib/ft' 90 psf 107" 104" 424 lb/ft 100 psf 101' 99" 447 Ib/ft 110 psf 94'- 90" 468 lb/ft 120 psf 87"- 82' 484 Ib/ft 130 psf 80' 76° 483 Ib/ft 140 psf 74" 70" 484 Ib/ft 150 psf 69' 66" 483 Ib/ft 160 psf 65' 62" 483 Ib/ft L+: MAXIMUM ALLOWABLE PRODUCT SPAN FOR A GIVEN POSITIVE A.S.D DESIGN. PRESSURE RATING. L-: MAX. ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATIVE A.S.O.. DESIGN PRESSURE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS EQUAL TO THE 1820MUM DETERMINED PRODUCT SPAN BETWEEN 'L+" AND 1.-". CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE t CONCRETE BLOCK ANCHOR"TYPE " STEELANCHOR OR 'TYPE WOD TYPE A B C A C E ' A C F C1 9"""""425"LB/FT "� -�'" '388-LB/FT' 157 LB/FT 134'LB/FT '256'LB/FT 397-LB/FT 6 473 LB/FT . - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C2 12 387 LB/FT - 334 LB/FT 166 LB/FT 142 LB/FT 271 LB/FT 347 LB/FT 9 456 L6/FT - 362 LB/FT 250 LB/FT 190 LB/FT 318 LB/FT 380 LB/FT 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT C3 9 390 LB/FT -, 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C4 9 466 LB/FT - 370 LB/FT .157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C5 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 3 843 LB/FT. ., - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT C6 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C7 4 269 LB/Fr 301 LB/FT 183 LB/FT - - - 114 LB/FT 153 LB/FT 3 358 LB/FT 402 LB/FT 244 L6/FT. - - 152 LB/FT 204 LB/FT 2 - - - - - - 305 LB/FT + C8 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT MIN. SEPARATION TO GLASS SCHEDULE SLAT SPAN HIGH VELOCITY HURRICANE ZONE NON HIGH VELOCITY HURRICANE ZONE ZONE 1,2,3 ZONE 4 5 -10" AS LESS • 2 1/2" 1" 2 5/8" TO5 8'' 3' t 2 5/8" + E 1" 2 3/4"+ k >8 -3" TO 12•-0" 3 1/2 , 1,. 3 5/8" • • A AS DEFINED BY ASTM E-1996 STANDARD. + EXCEPT THAT 3 5/8" SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4. 4A & 7A. • •• CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2".FORA, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A 8 8 A C ® 9 417 LB/FT - 88 LB/FT 461 LB/FT 41 202 LB/FT" C2 ��2) 375 LB/FT = 334 LB/FT _ LOirr 9 417 LB/FT - 362 LB/FT - 190 LB/FT 6 502 LB/FT - - • 419 LB/FT - 285 LB/FT C3 9 372 LB/FT - 309 LB/FT - 134 LB/FT 6 469 LB/FT - - 375 LB/FT - 202 LB/FT 760 LB/FT - - 304 LB/FT C4 l 9 ) 445 LB/FT • - 370 LB/FT - 134 LB/FT i� 561 LB/FT - tB - 202 LB/FT 3 912 LB/FT 682 LB/FT 364 LB/FT C5 9 226 LB/FT - 224 LB/FT - 83 LB/FT ,,.6' 339 LB/FT - . 334 LB/FT - 125 LB/FT 3 681 LB/FT - - 670 LB/FT - 250 LB/FT 411111 2212 LB/FT 251 LB/FT 6 J 332 LB/FT 378 LB/FT 323 LB/FT � - - �S� 663 LB/FT 756 LB/FT - • - C7 4 232 LB/FT 236 LB/FT 183 LB/FT - - 3 310 LB/FT 315 LB/FT 244 LB/FT- - - .C8 12 388 LB/FT 460 LB/FT 409 LB/FT - - 8 582 LB/FT 691•LB/FT 614-LB/FT - - 6 777 LB/FT 921 LB/FT 819 LB/FT - - ANCHORS SCHFDUI F QSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS TYPE - ANCHORS DESCRIPTION MIN. E.D. MIN. SPACING CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL A 1/4•0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY 3.50" - 2.50" 0 N/A 4.00" 4.00" N/A N/A B 1/4" 0 x 3/4" SOUD SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A O' 1/4" • CRETE-FLEX 3.00" 3.00" 0 N/A 3.00" 3.00" N/A N/A • • • 1/4" • ITN-BUILDEX .- TE• S�REW�• N/A N/A N/A 1.00" N/A N/A N/A 2.00" � r • �: ; .._ • ' 1 .NDi MOD SCREWS OR /4 NflS !AG SCREWS N/A N/A 0 N/A N/A N/A 2.00" N/A ZysnA511"It ."daTE • • FLORIDA BUILDING CODE (High & Non High:Velocity Hurricone Zone) ©2017 TLTECO INC. FL E•C"O-INC: • TINT y 9Tt0 k E taNa COMPANY 6Df ..a fI4.1�hx044 wwlwawwAs asyn - M1 >110f • • rat GolGorn • • *ALTER A/1LUT1 Jr. P.E FLORIDA Us. % 44187 TITAN II" FOLDING IMPACT PROTECTIVE SYSTEM ORANN so. N.L FOLDING SHUTTER CORP.- 7088 NEMSIREET PLACE REST PALM BLACK FL 33413 PH: 1800-e43•-6371 rolmP99180Ar,Aom 07/20/1T CATE 17-082 DRAWING No felt F. No OLD 19-01. 10/70/11 SHEET 13 OF 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • •• •• • • • ,.•• •• • • • • • • ••• • • Florida Building"Code Online http s: //www. fl on dabu i 1 ding.org/pr/pr_app_dtl. aspx?param=wGE V XQw... Business --& Prafessional'Regulation i OFFICE OFTHE (3isECRETARY'1a BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Ste Map I Links I Search I Product Approval USER: Pubic User Product Approval Menu > Product or Application Search > Application List > Appllotion Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature 2017 ' Approved Folding Shutter Corporation 7089 Hemstreet Place ,. West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Ed Heritage edh@foldingshutters.com • • • e • • • • • •. • • • •• • • • • • • • • • • • ,•••• • • • • • • •••• • • • •• • • • • • • • • Technical Representative Ed Heritage Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 edh@foldingshutters.com Ed Heritage, 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldinshutters.com Impact Protective Systems Operable • • •• •• • • • • • • •• • • •• • - • ' • • •• • Evaluation Report from a Florida Registered Architect or a Licensed, Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit Jr., P.E. the Evaluation Report, Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. r, Validation Checklist - Hardcopy Received • • •• • • • • • • • •0. • • Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 0.PDF Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 t Year 1994 f, , t 1 of 2 12/5/2017, 11:46 AM . f Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... r Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated r Date Pending FBC Approval Date Approved Summary of Products 08/17/2017 08/18/2017 08/23/2017 10/10/2017 FL # R Model, Number or Name Description • • • • • • 17080.1 __ Titan II Folding Impact Protective System/HVHZ & NHVHZ (Drawing #17-082) Extruded aluminum blades folded together througt knuckle and retained by tracks to prov'de FILrricane�I tretjon i •• • •• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +160/-160 Other: Max span is 12'-0" for +46, -46 p.s.f. A.S.D. design load and 5'-2" for +160, -160 p.s.f. A.S.D. design load.See sheet 13 for additional spans and loads. a ion Instructions • • FL17080 122 II FOLDING CORP? DRVs's f• • • • �51RiGTPElt 17-082.PDF r • • • • • • • Walter A. Tillil;jj• PE- • i • • Created by Independent Tina, ea. : Yes Evaluation Reports • • FL17080 R2 AE FOLDING SPIT (R CORP TITAN II FOLDING PROT SYSTEM Product Ewaluatioa Regglrt • • 17-0725.01 DRWG 17 0.P�F •• • Created by Independent Third• f a icy: Yes , ; •Il • • •• • Badc Next Contact Us :: 2601 Blair Stone Road• Tabhassee FL 32399 Phone: 850-487-1824 The State of Fbrida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: pccessibiIity Statement :: Refund Statement Under Fbrida law, email addresses are public records. If you do not want your a -mar address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Fbrida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaik provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to suppy a personal address, please provide the Department with an email address which can be made available to the pubic. To determine if you are a licensee under Chapter 455, F.S., please click byre. Product Approval Accepts: a- MEI 'Credit Card Safe;. Si: CLI.I' I t \' \l i?'1'111 i_ S { { ••• � • ••• • 000 • ••y • •• • • • • ••• • 2 of 2 12/5/2017, 11:46 AM Unit No. Wall pressure Opening Size W x H Shutter Width Shutter Height Shutter Span Storm Bars Req'd Anchor Spacing Top Bottom VERT / 1 HORIZ Storm panel Bolted Y/N 1 -63.1 58.5',' x 33.25" 62.25" 36.75" 36.75" 6" o.c. N N N/A 6" o.c. 2 -51.1 54.5" x 41" 56.25" 44.5" 44.5" 6" o.c. N N N/A 6" o.c. 3 -51.1 55.25" x 41" 56.25" 44.5" 44.5" 6" o.c. N N N/A 6„ o c 4 -51.1 59" x 33.25" 62.25" 36.75" 36.75" N/A 6" o.c. N N 6„ o c • • • ••• •• • • • • IS.. • •• • • • • .• • • • • • • •• • • • •• • •••• .p .. • I•• • • • • • •I • •• • ' • • - S. • • • • • '� • • 1 • • • • ••I••• • • • • • •• • ••I • • ••11 • • •• ` • j•• •^• • ' 1 1 } o 1 • • • • • • • •• 04141 • • • ••• • • • • • f R I a 1 POLYCARBONATE STORM PANELS (Non-HVHZ) 2.50"-t 0.100. f-2.50'-t TYP frt 15 3/16' MAX TOTAL PANEL WIDTH 'O FULL PANEL PROFILE MOUNT FASTENERS 1 3" - 1,-0" (SEE GEN NOTE 7) 13' O.C. OR STUDS AT STUD AND/OR MAY BE REVERSED 0.313" 0.563. r 0.125' TYP 2.000" -� 0.500' 0.313' r 0.688" REVERSE OSTUD ANGLE(A."-'F' ANGLE 6" - 1--0" 6" - 1'0" WIDTH UNLIMITED TOP MOUNT MOUNTINGS (CONN AS REQ'O) SECTIONS BOTTOM MOUNT' CONN AS REQ'D) 1 TYPICAL ELEVATION 1 N.T.S. 0.090" m 1W I I i BUILDOUT t--2.50'-t 0.100' 3/8" TYP Mr MIN tl:i1 9 '6.yy't 1-6 1/2' MAX COVERAGE -4 0.650' 20" O5 'F' TRACK 6" - 1,-0" 0.875" 1 �g 1 00.35' 0 00.60" KEYHOLE ®WASHER 6' - 1,-0' VIEWS 'V MOUNT WITH FASTENERS R STUDS T 6-1/2' .C. MAX 0.380"H jj0.665" '-' f0.275' 0 L 0.095" TYP O'F' TRACK 6' - WASHEREDI WINGNUT v f g 1 .i 01 2 KEYHOLE DETAIL N.T.S. ALT: FIELD DRILL 03/8' HOLE (OR 05/8" HOLE W/ KEYHOLE WASHER) L YH f0.125' CLOSURE O7 ANGLE 6'-V-0" 'rt el 0.096' 2.250" 0.099" 0.099" 2.000' I -. 0.06 0.067" r 0.375" H' .HEADER 6' - 1'-0" WIDTH UNLIMITED TOP MOUNT MOUNTING r. (CONN AS REQ')) SECTIONS 1111111111 • MINN ASMOUNT EQ U) •� •• • O A,L'G ARCH TO? • • 1 N.T.!. • • - • GENERAL NOTES: - 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) AND THE INTERNATIONAL BUILDING/RESIDENTIAL CODE PER ASTM STANDARDS E330, E1886, & E1996. PANELS ARE APPROVED FOR USE IN FLORIDA OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, OR THROUGHOUT OTHER AREAS GOVERNED BY THE IBC/IRC. 2) NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED 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) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 7) CLEAR POLYCARBONATE STORM PANELS (FULL, HALF, & DOUBLE -WIDE) MAY VARY IN. "COVERAGE' WIDTH UP TO THE RESPECTIVE MAXIMA SHOWN HEREIN, PROVIDED THAT THE PANEL PROFILE HEIGHT BE MAINTAINED. PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM SPACING SHOWN FOR EACH PROFILE. 8) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION SYSTEMS, Inc 9) THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCARBONATE,. PANELS ONLY. ALL POLYCARBONATE PANELS SHALL BE EXTRUDED WITH THIOCNESS 1.0.100" (.0.010') AND SHALL BE MANUFACTURED FROM 100% SYNTHETIC THERMOPLASTIC POLYMER RESIN (IN STABILIZED). TYPICAL SYNTHETIC THERMOPLASTIC POLYMER TENSILE STRENGTH Fy-8.908 K51, FLEXURAL STRENGTH FDy-12.90 K51, & FLEXURAL MODULUS IS 328.7 Kg. 10) AU. EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.N.O. 11) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL CONTAINING THE FOLLOWING: TRANSPARENT PROTECTION SYSTEMS, INC. BENSALEM, PENNSYLVANIA ASTM E330, E1886 & E1996 PRODUCT APPROVAL NUMBER 12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE . CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS 804-009-FE-ASTM & 804-009-LEAS WELL AS HURRICANE TEST LAB (PLR OF RIVIERA BEACH, FL) TEST REPORTS 80239-0107.05, *0239.1013-07, *0239-0312-06, *0239-0110-07 a *0239-0813-06. 13) TOP & BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 14) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED AT 03/8" (OR 05/8" WITH KEYHOLE WASHER) WITH ANY FASTENER TYPE. WASHERED WINGNUTS SHALL HAVE 0.865' MINIMUM WASHER DIAMETER. IS) ALL BOLTS A WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF • EO KSI • • •16 THE HURRI-OUT EGRESS STORM PANEL DETAILS ARE INTENDED TO • THE POSSIBILITY OF REMOVING PANELS FROM INSIDE OF DWELLING. • • •E59ULT6 MAY VARY ACCORDING TO INSTALLATION, END -USER, AND • ITRAININC• ETC. ENGINEERING EXPRESS AND TRANSPARENT PROTECTION • i1SW S DO NOT ASSUME ANY RESPONSIBILITY OR LIABILITY ASSOCIATED WITH USE OF THIS INSTALLATION AND OR ITS APPLICATIONS. -NOTE: FOR ALTERNATE ARCH TOP INSTALLATIONS. THE TOP TRACK OR U HEA SHALL BE CUT INTO 6' MINIMUM ADJACENT SEGMENTS. EACH • HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE. • M IMUM OF (2) ANCHORS PER SEGMENT. ANCHORS SHALL BE • •MI FROM ENDS OF EACH SEGMENT AND SPACED 3" MINIMUM D ANCHORS. FOR STUDDED TRACKS ONLY, THERE SHALL BE • AMDIIIVU OF (1) STUD PER SEGMENT FASTENED TO THE STORM PANEL. STUDS SHALL BE LOCATED 2' MINIMUM FROM ENDS OF EACH SEGMENT. 6 a I a D I 5 si 5 I a A I as yS Pi! YPL 0FA4KLIBIM,•DPE 15-2494 MAUL PAW DISOUP OLI, c1 07 • • • • • . • ,.•• • • • • • • • . • . • ••. • • • • • • • • -• • • • . • •• .• . •. • •• •• •••• • . • ••. • • J r 1 a I g I I s I t-2.50.-t AC 8 26 tl"t ?s. tI �F7 tl" 1 t-2so•-f t-2.50:-t T � 24" (MIN) TO 26" (MAX) PANEL COVERAGE 28 1/4" MAX TOTAL PANEL WIDTH 1O"CLEARMAXT"'" DOUBLE -WIDE PANEL PROFILE 1 - 1'-0" (SEE GEN NOTE 6) 4. 3.000" MAX. 0.500" 0.198• 0.125• I I 0.280" 0.720•` 0.145' i--i 0.387" ALTERNATE J O13 B.O. 'F' TRACK 6" . 1.-0" 0.093"* TYP. I I 2.368 0.094" I �\ 2.554" 1/4-20 MACHINE SCREW STUD X 3/4" O 6" O.C. 2.250" I 0.094" r 0.094" }---- 2.000" 0.625" 1- 2so• 1/4-20 I Imo. 3/4" 06" O.C. O. L" o� 093' M. 2.000"� ALTERNATE O14 STUD ANGLE 6"-I'-0. MOUNT WITH FASTENERS OR STUDS AT 13" O.C. MAX 0.093" 110.374" .295" I }--2•---{ 20 6F_ TRACK ANGLE N 61 ALTERNATE Oc U-HEADER U-HEADER 1 V N.T.S. 6063-T6 1 N.T.S. 6063-T6 1.199" 1OALT. FULL PANEL PROFILE 2 N.T.S. ' (SEE GEN NOTE 6) 0.843' I •••r •••• Liar MOUNT WITH FASTENERS OR STUDS AT 13" O.C. MAX MAXIMUM PANEL MAXIMUM PANEL SPAN SCHEDULE SPAN SCHEDULE (POSITIVE CONN.) (W/ "H" HEADER). LOAD (Psf) MAX SPAN (ft) 38 12'-0" 40 11'-5" 45 10'-1" 50 9.-1:+ 55 8'-3" • c 65 7'-0" 75 6'-1" 80 90 5.-1.: 100 4'-7" 110 4.-2" 120 3'-30" LOAD (Psp MAX SPAN .(ft) 17.3 8'-7" 24.2 34.6 T-0" 41.6 6'-0" 55.4 5'-0" 104 4.-0" MAXIMUM PANEL . SPAN SCHEDULE (W/ "U" HEADER) MAX SPAN (ro. MAX DESIGN PRESSURES POSITIVE (P NEGATIVE (Pa) 6'-3" 35 38 5'-3" 48 48 4'-4" 78 •_ 80 MAXIMUM SPAN . • • • ,SCHEDULE NOTES: CLAMSH ELL G COVER, • • • • • • Al•OWBIE�SPANS AT EACH ES RPECTIVESPAN ES DN �ESSUURRE"/UOMUM • • THE `POSITIVE CONNECTION> SPAN SCHEDULE MAY BE USED N.T.S. 6063-T6 • �DETEW4INE MAXIMUM ALLOWABLE SPANS FOR PANES INSTALLED • S. •• . • • • • e �NV COMBINATION OF MOUNTING EXTRUSIONS INVOLVING A }__ 2.735" l:iM.ONNECTTON - Le. ALL INSTALLATIONS WHIQ1 DO NOT INCLUDE AN "H. OR "U' HEADER. 3. THE <WITH "H• HEADER> SPAN SCHEDULE SHALL BE USED FOR ALL INSTALLATIONS WHICH INCLUDE AN 'H" HEADER. 1/4-20 4. THE <WITH "U• HEADER> SPAN SCHEDULE SHALL BE USED FOR •• • � • • • e. • • • •ALLINSTALLAT ONS WHICH INCWDE A "U" HEADER STUD X 3•♦ 5. W'ABLE5 ARE VALID FOR PANELS MOUNTED HORIZONTALLY OR + O 6" O.C•'• • • OS AMSCN DIRECTION IS ALWAYS PERPENDICULAR TO LINE CLAMSHELLTRACK • ••• • •• • • 19 .. ••. •• . • • N.T.S. 606�T6 • • • • • • a 8 a a d d 5 5 Oki FINN F R 101 1111 III. ill! H.NY•3PE 15-2494 SCAM PAOe eelpZRNlk 7. ••• • •• • • ••• •.` • • • • • • • • •- ••' • ^ • • • ••• •• - • • • • • a •• •• •• •• ••-• • • •• •• • • • •• •• ••• • • • • ••• • • 6 SS EXISTING HOST STRUCTURE CONN TYPE CI: r DIRECT MOUNT W/ REMOVABLE ANCHOR PER ANCHOR SCHED LEG B/OR STUD DIR MAY BE REVERSED FOR4IRR OUN 1/4-20 x 3/4' z STUDS i AT 13" O.C. N MAX 1/4" MAX CONN TYPE CI: ANCHOR PER, •- r HOST STRUCTURE ANCHOR SCHED MOUNTING SECTION 3" - 1'-0" VERT SECTION EXISTING HOST STRUCTURE CONN TYPE Cl: ANCHOR PER ANCHOR SCHED •MAX 1/4-20 °Ji W x 3/4" y, ii STUDS AT 13" 1 O.C. MAX 1/4" 1 j MAX CONN TYPE CS: ANCHOR PER ANCHOR SCHED EDGE DIST EXISTING HOST STRUCTURE MOUNTING SECTION VERT SECTION EXISTING HOST STRUCTURE CONN TYPE C3: ANCHOR PER Ij ANCHOR SCHED l -*14SINSOR 3/6" POL� 13. O.C.INAX 0 0 --01 rll 4 STUDS AT 13' O.C. MAX 1/4-20 x 3/4" MINIMUM --SEPAR PER SCHED EXISTING GLAZING MAX CONN TYPE Cl: ANCHOR PER ANCHOR SCHED O3 MOUNTING SECTION 3' - 1'-0" VERT SECTION I S HURRI-OUTTh EGRESS STORM PANEL DETAILS* ("NOTE: SEE GENERAL NOTE +l15) EXISTING HOST STRUCTURE EXISTING GLAZING INSIDE ACY•FRG BOLTS: 1/4-20 x 3/4' SIDEWALK BOLTS W/ WASHERED WINGNUT AT 13" O.C. MAX EXISTING HOST STRUCTURE MEFER N CORRESPONDING MOUNTING RRESP NDING A0/ FOR ANCHOR SPACING ..erAiiii I j 1 , AILS MINIMUM SE SSCHED R u ;i'. i arl --A OUTSIDt ACCESS BOLTS: 1/4-20 x 3/4' STUDS AT 13" O.C. MAX ISTING IXGLAZING N Wj� x INSIDE ACCESS J� BOLTS: 1/4-20 x 3/4" SIDEWALK BOLTS W/ WASHERED WINGNUT AT 13" O.C. MAX ©0VIDE REFER TO CORRESPONDING MOUNTING SECTIONS/DETAILS FOR ANCHOR SPACING O3 MOUNTING SECTION N.T.S. VERT SECTION j REFER TO CORRESPONDING ES MOUNTING SECTIONS/DETAILS FOR ANCHOR SPACING • 1/4-20 x 3/4' STUDS AT 13' O.C. MAX •• •• • • • • •• •• REFER TO CORRESPONDING MOUNTING SECTIONS/DETAILS FOR ANCHOR SPACING • • • • • • • • •• •• ©MOUNTING SECTION • • N.T.S. VERY SECTION ••• • • • • EXISTING HOST STRUCTURE .. CONN TYPE C2: ANCHOR PER ANCHOR SCHED 1/2' MAX EXISTING LEG B/OR STUD O MAY BE REVERSED 7{+-SEPARRPERMINIMUMGLAZING OFI 5T31/4-D20S x m ' AT 1]"� FORMERNT' � — D.C. MAX MEM AM41 CONN TYPE CA: ANCHOR PER ANCHOR SCHED SECTION ()MOUNTING 3' - 1'-0" VERT SECTION ALUMINUM OR GALVANIZED STEEL SP • REQUIRED ONLY FOR EIFS, ICE, OR OTHER MAtLEASH F FINISHES. • OPTIONAL FOR STUCCO, BRICK, OR OTHER RIGID FINISHES. EXISTING HOST STRUCTURE • • • QOSTI ' 51ZIN • • NOTE: SHUTTER SYSTEM MAY BE ANCHORED THROUGH EXTERIOR WALL FINISH TO HOST STRUCTURE WITH ANY MOUNTING CONDITION SHOWN HEREIN. zzgri nil IIMINIMUM —SEPAR PER --T SCHED OPTIONAL METAL BONDED WASHER MAY BE USED ON THE INNERSIDE OF THE PANEL ANCHORS PER ANCHOR SCHEDULE • • • NOUNTING SECTION THRU • •• •. • • ••EXTERIOR WALL FINISH C;)(BRICK, ICF, EIFS, ETC.) N.T.S. VERT SECTION • • - • • • • • •• • • • • • •• •• • • •• •• • • • • -• •• • J W� 5 Et d d S 5 6 S 5 I I I OOPIIORFRYRL 6PWYOPE 15-2494 SCALE: PAY! DMpIPTION, 'a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • --• •• •• • • • • • • ••• • • • LEG AND/OR STUD DIRECTION MAY BE REVERSED FOR INTERIOR MOUNT GSTING LAZING PER 1/ ;20 x oI STUDS = AT 6" u\ L'I JD ` O.C. MAX -roammuiro MINIMUM .-SEPAR SCHED 1/4" MAX CONN TYPE CS: ANCHOR PER ANCHOR SCHED MOUNTING SECTION 3" . 1'-0" VERT SECTION MINIMUM }" SEPAR PER i 16 SCHED ■u. EXISTING" rifi 1/420 GLAZING x 3/4" /� STUDS er AT 9MAX 1/4" 0.1:f _*MAX CONN TYPE Cl: ANCHOR PER HOST STRUCTURE ANCHOR SCHED 2 MOUNTING SECTION 4 3" 1'-0" VERT SECTION EXISTING HOST STRUCTURE GLAZINGNG MINIMUM SEPAR SCHED R 4 ANY ANCHOR FROM ANCHOR SCHEDULE, ANCHORS SPACED 0 6" O.C. MAX. Ora .16 CDMOUNTING SECTION N.T.S. VERT SECTION BUILDOUT MOUNTING DETAILS 34" TAPCONS (55 ITW OR ELLO) 8 '! SPACED PER TABLE 1: • STAGGERED (SHOWN): C1 • NON -STAGGERED: C2 (NON -STAGGERED ANCHORS SHALL BE PLACED AT CENTER OF THE BUILD -OUT TUBE) 5 EXISTING HOST STRUCTURE 2: MIN FOR STAGGERED INSTALLATION 1"x3"x4f", 2"x3"xY", OR 3513"x1 " 6063-T6 ALUMINUM BUILD -OUT TUBE 2" MIN FOR STAGGERED INSTALLATION EXISTING HOST STRUCTURE YY TAPCONS (SS ITV/ OR ELCO) SPACED PER TABLE 1: • STAGGERED (SHOWN): Cl • NON -STAGGERED: C2 (NON -STAGGERED ANCHORS SHALL BE PLACED AT CENTER 1"x3"x)'i", 2"x3"xY", OR 3"x3"x44", 6063-T6 ALUMINUM BUILD -OUT TUBE *14 SMS SPACED PER TABLE 2, CONN TYPE C2 34" MIN (TYP) 34" MAX O?T"EBmD-CIUMISE) BUILDOUT MOUNTING DETAIL fic ANY STUDDED ANGLE OR 'F" TRACK APPROVED HEREIN *14 SMS SPACED PER TABLE 2, CONN TYPE C1 4 N.T.S. VERT SECTION TABLE 1*: BUILDOUT ONLY LOAD (psf) Spans Up To 6'-0" Spans Up To 8'-6 Spans Up To 11'4" CONN TYPE CI C2 CONN TYPE CI C2 CONN TYPE Cl C2 30 13.0" 13.0" 13.0" 13.0" 13.0" 11.8" 38 13.0" 13.0" 13.0" 12.4" 13.0" 9.3" 47 13.0" 13.0" 13.0" 10.1" 13.0" 8.5" S4 13.0" 12.4" 13.0" 8.8" 13.0" 8.5" 120 13.0" 8.5" 13.0" 6.5" 13.0" 8.5" 30 10.9" 6.6" 7.7" 4.6" 5.8" 3.5" 38 8.6" 5.2" 6.1" 3.7" 4.6" 47 7.0" 4.2" 4.9" 3.0" 4.2" 54 120 30 6.1" 4,2" 13.0" 3.6" 00// 8.5" 4.3" 4.2" 10.0" 6.0" 4.2" 4.2" 4.5" 38 11.2" 6.7" 7.9" 4.7" 5.9" 3.6" 47 9.1" 5.4" 6.4" 3.6" 5.4" 33" 54 4.7" 5.6" 3.3" 5.4" 33" 120 5.4" 33- 5.4" 3.3" 5.4" 3.3" TABLE 2*: BUILDOUT ONLY LOAD Spans UP To 6-0" Spans UP To 8'-6" Spans Up To 11'4" (psT) CONN TYPE CONN TYPE CONN TYPE CI C2 CI C2 CI C2 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 38 13.0" 13.0" 13.0" 13.0" 11.3" 8.1" 47 13.0" 13.0" 12.2" 9.4" 10.3" 6.8" 54 13.0" 13.0" 10.6" 7.2" 10.3" 6.8" 120 103" 6.8" 103" 6.r 10.3" 6. • ••• • • NOTES: • • 1. TABLE 1 AND 2 APPLY ONLY TO BUILPOUT • • MOUNTING DETAIL (7/3). • • 2. TAPCONS SHALL BE INSTALLED WTMTHE • • • FOLLOWING MINIMUM EMBEDMENT: • TO CONCRETE: IV MIN • TO HOLLOW BLOCK: 1Y4" MIN • TO WOOD: 134" MIN 3. REFER TO SPIT 6 FOR ADDITION/IL • • • ANCHOR NOTES.- • • • 4. THESE MOUNTING CONDITIONS PAY BE • USED INDEPENDENTLY OF ONE ANO TER AMP IN CON3UNCTION WITH OTHER MN UM!NG • • CONDITIONS/DETAILS DEPICTED WREN. • • • • • • EXISTING GLAZING 2•x0x)4" 6063-T6 ALUM ANGLE OR 4"xYf 6063-T6 ALUM PLATE EXISTING WOOD TRUSS/FRAMING MINIMUM SEPAR SOLPER ED EXISTING HOST STRU RE EXISTING GLAZING MINIMUM 4--SEPAR --5 SCIIED R CONN TYPE CI: ANCHOR PER 'ANCHOR SCHED 1,w 1/420 x 3/4" STUDS AT 6" O.C. MAX 0,44 MOUNTING SECTION N.T.S. VERT SECTION WOOD TRUSS O4 MOUNT DETAIL N.T.S. VERT SECTION TABLE 3: (3) Y' LAG SCREWS AT 24" 0.0 MAX INTO WOOD TRUSS/FRAMING WITH 1Y1 MIN EMBEDMENT AND Y" MIN EDGE DISTANCE EXISTING EXTERIOR FINISH Ed IN EXISTING PASS THRU WINDOW SILL (WOOD, GRANITE, MARBLE, ETC) Y.. ITW SS 4APCOYS WIT81 wi 81IN "4WD • • • Y" ALL POINTS 460LLD4jr•T WITH • %L"•IN EMBED • • *14 WOOD SCREWS WITH 1'„ 2. MIN PENETRATION CONE .0 •CM• • • CON(/ CMU WOOD " dS 88" C :2" Tj.r, B11. O.C. 1Y 0.0 • • • • • • • _- • • • • • •• •• • • EXISTING HOST STRUCTURE: HOLLOW BLOCK, CONCRETE (3161 • , (MIN), OR WOOD (G40.55) • • • • .- • •• •• • •, • •• • • • • • •• a" • 1/4' MAX 51-20 SS THRU BOLTS AT 12' 0.C. (2) 2915"xY4" OR (1) 2"x5"x34 606346 ALUM ANGLE(S) SEE TABLE 3 FOR ANCHOR SPACING PASS THRU O4 WINDOW DETAIL N.T.S. VERT SECTION lig 1 s a 5 d 1 a 1 a 5 5 5 if 1 a 5 R COPM70RIMALaB•A00PE 15-2494 SCALE: M41180C•IPR814: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0408 • • r i J AIME L NENAARDO, P.O. CLOSURE DETAILS 01 WALL MOUNT CLOSURE 5 3" . 1'-0" PLAN VIEW EXISTING HOST STRUCTURE, TYP MAX OVERLAP T L MAX ANCHORS AT 12.0' O.C. FOR P.5980 OR LESS, OR AT 5.9" O.C. FOR P.120p0T OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) 2 TRAP MOUNT CLOSURE 5 3' . 1'-0• PLAN VIEW 4>1 FASTEN PANELS TO HOST STRUCTURE OR TO STUDDED ANGLE (TOP 8 BOTTOM) AT CORRUGATION VALLEY CLOSEST TO CORNER (EACH SIDE) OCORNER CLOSURE 5 BEND PANEL AROUND CORNER • STITCH TO ADJACENT PANEL WITH 1/4-20 BOLTS & WASHERED WINGNUTS AT 24.O.C. (TYP) N.T.S. EXISTING HOST ;' STRUCTURE PLAN VIEW MIN. PANEL OVERLAP SHALL BE 1.5 TIMES THE PANEL PROJECTION FROM THE EXISTING HOST STRUCTURE MINIMUM SPAN SCHEDULE ONE (1) CLOSURE AT TOP OR BOTTOM TOP OR BOTTOM MOUNT WITHOUT CLOSURE ory�o 3• 'c 11 + m 6 2 Od € 03 DIRECT MOUNT 32" 30" 33" 30" 30" 32" 30" 30" STUD ANGLE (WALL MOUNT) •F" TRACK 32" 33" 30" 30" 33" 35" 30" 30" 30" 30" 32" 33" 30" 30" 30" 30" REVERSE -F• ANGLE 32" 30" 33" 30" 32" 30" 30" B.O. 2x5 + STUD ANGLE 32" 30" 33" 30" 30" 32" 30" 30" B.O. 'P TRACE 32" 30" 30" 32" 30" 30" 'H' HEADER 30" 30" 30" 30" 30" 30" 30" 30" STUD ANGLE (TRAP MOUNT) 32" 30" 33" 30" 30" 32" 30" 30" IINIMUM SPAN >CHEDULE 0 TOP/BOTTOM CLOSURES BOTTOM MOUNT i c STUD ANGLE (WALL MOUNT) "F TRACK 1„ 1' mG m 2 z € i G TOP MOUNT DIRECT MOUNT 53" 32" 55" 32" 32" 53" 30" 32" STUD ANGLE (WALL MOUNT) 32" 30" 33" 30" 30" 32" 30" 30" •F" TUCK 55" 33" 57" 33" 33" 55" 30" 33" REVERSE"P ANGLE 32" 30" 33" 30" 30" 32" 30" 30" B.O. 2x5 + STUD ANGLE 32" 30" 33" 30" 30" 32" 30" 30" 8.0. "F- TRACK 53" 32" 55" 32" 32" 53" 30" 32" "H" HEADER 30" 30" 30" 30" 30" 30" 30" 30" STUD ANGLE (TRAP MOUNT_ 32" 30" 33" 30" 30" 32" 30" 30" •• • • • • • • • • • • • • • • • • ONCH0950AT 62.0bO.C.FORa • P.89Rat OR LETS. O R A1r5.980P4 PROJECTION • FORE-LSSosKUR IfSS(USBAN'S • • •XrNHOR RION ANCIPOR SOMEDj EXISTING HOST STRUCTURE O PANEL OVERLAP -- - 5 N.T.S. PLAN ♦REV' • • • • • • •• •• MINIMUM SPAN SCHEDULE NOTES: 1. SPANS SHOWN ABOVE ARE MINIMUM ALLOWABLE SPANS BASED ON ANY COMBINATION OF MOUNTING CONDITIONS AT TOP OR BOTTOM. PANEL LENGTHS LESS THAN THOSE NOTED IN TABLES ABOVE ARE NOT ACCEPTABLE. 2. NO SEPARATION FROM GLASS IS REQUIRED WHEN PANEL LENGTH IS GREATER THAN THAT NOTED FOR RESPECTIVE MOUNTING COMBINATIONS ABOVE. 3. SIDE CLOSURES REQUIRED IF GAP BETWEEN PANEL AND STRUCTURE EXCEEDS DISTANCE SHOWN IN HORIZONTAL SECTION DETAILS (REF. DETAILS 6/3, 7/3 AND 9/3). 4. TABLES ABOVE ARE VALID FOR PANELS MOUNTED HORIZONTALLY OR VERTICALLY. 5. TOP/BOTTOM CLOSURES MAY CONSIST OF NON-STRUCTURAL 289a - (0.018" MIN) GALV STEEL OR 0.022• MIN SHEET ALUMINUM OF ALLOY 5052-H32 OR 3004-H34. REFERENCE DETAILS HEREIN FOR DEPICTION OF TOP/BOTTOM CLOSURE MOUNTING REQUIREMENTS. 6. STORM PANELS MAY BE INSTALLED WITH A 12' MINIMUM SPAN WHEN INSTALLED WITH A CLOSURE ANGLE AT BOTH TOP AND BOTTOM. UCEN * : No PE0046549 .j tqq- �A0' �•' STATE OF °NALI£ %' w Z EXISTING HOST STRUCTURE ANY MOUNTING CONDITION MAY BE USED. END CLOSURE MAY ALSO CONSIST OF STUD ANGLES, U-HEADERS, OR H-HEADERS. 1/4' *MAX 2'x2' (MINIMUM) CONTINUOUS ANGLE FASTENED WITH SAME macaw. USED TO FASTEN PANEL TO MOUNTING EXTRUSION OR DIRECTLY TO HOST. STRUCTURE tr ANCHORAGE TO MOST STRUCTURE PER MOUNTING SECTIONS • itdII O'OUT•CL.O$ILRE - (D.TOP/BOTTOM-CLOSURE 3P. 1'-0"• • • •LANVIEW N.T.S. VERT SECTION • • • •• • • •• • • •• • OOPMIHRIYIRL WIM•OPL 15-2494 sdLG ( ►Asa DACSVROPP "7 • • • • • •• • • • • • • •. • • • ••S. •• • • • • • •••••••_• • • •"- .• • ••• •• • •• • • • •• • • • • • •• •• ••• •• •• • • • • • ANCHOR SCHEDULES • r pSp�� G ANCHOR LOAD (Dan 2' MIN EDGE DISTANCE rg Y ANCHOR IOAD (D� 3/4' MIN EDGE DISTANCE Cl Spans Up To CORN 6'-0" - CI Spans Up To CONN TYPE 8-6" CS Cl Spans CONN C2 Up To TYM: C3 12'-0"•Spans C4 CS Cl CONN C2 Up To TYPE 0 6'-0" C4 CS Cl Spero CORN C2 Up To TYPE C3 8'-6" C4 CS Cl Spans CONN C2 Up To TYPE 0 12'-0" C4 C5 f:4 C2 C4 1/4" ELCO ULTRACON OR SS TAPCON WITH 1-3/4" 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.6" 13.0" 13.0" 13.0" g in d v O Q Y; 1/4" TAPCON (ELCO OR TRW) OR P14 WO0O SCREW WI 1-1/2" EMBED 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 9.7" 13.0" 13.0" 13.0" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 8.3" 6.5" 13.0" 9.0" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 7.6" 6.0" 13.0" 5.2" EMBED (3192 PSI MIN CONC) 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 9.5" 7.4" 13.0" 13.0" 13.0" 6.7" 5.3" 13.0" 7.2" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 8.7" 6.8" 13.0" 5.9" 13.0" 6.2" 4.8" 10.5" 4.2" �8� 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 8.3" 6.5" 13.0" 8.9" 13.8' 5.9" 4.6" 11.E 6.3" 54 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 7.6" 5.9" 12.9" 5.2" 13.0" 5.4" 4.2" 9.1" 3.6" ///4 0 5.4" 5.3" 4.1" 5.1" 5.7" 3.8" 3.7" r / 3.6" 4.0" ////l///.✓//G////ll// 13.0" 13.0" 13.0" 13.0" 13.0" �� 120 4.9" 4.8" 3.8" 4.3" 3.3" 3.5" 3.4" 2.7" 3.0" 2.3" 2.5" 2.4" %/// 2.2" 1/4' - •• PANELM 1 , 4' NON EMBED (3350 I IN CO �7� 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 1/4" ELCO PANELMATE (FEMALE, MALE, OR PLUS) W/ 1-7/8' N EMBED * 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.E 8.3" 13.0" 11.5" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.3" 8.1" 12.1" 5.9" 47 13.0" I1.0" 13.0" 13.0" 13.0" 11.0" 12.2" 9.5" 13.0" 13.0" 13.0" 8.6" 6.7' 13.0" 9.3" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.8" 9.2" 13.0" 6.8" 13.0' 8.4" 6.5" 9.8" 4.8" 1[•7('- � �� 13.0" 6.8" 13.0" 5.3" 13.0" 6. """ "+� 13.0" .9" 10.6" 4.8" 8.3" 3.7" 13.0" 4.6" 11.4" 5.1" 13.0" 3.4" 7.5" 3.4" 5.9" %//l 13.0" 3.3" 8.1" 3.6" 54 120 13.0" 6.7" 13.0" 6.5" 13.0" 5.1" 13.0" 4.7" 13.0" 3.8" 13.0" 4.7" 10.3" 4.6" 8.0" 3.6" 12.0" 3.3" 5.9" 2.7" 13.0" 3.3" 7.3" 3.3" 5.T' 2.6" 8.5" 2.4" 4.2" ////i .. - /4-2, ., . D-5ET ITH 7/8' MIN EMBED (3000 PSI MIN CONC) �1(( *81 !!!�� 13.0" 13.0" 13.' �, 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.6" 13.0" 13.0" 13.0" 7/16' WOOD BUSHING WI 7/8' MIN EMBED & 1/4-20 S.S. MACHINE SCREW * 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 5.B" 13.0^ 13.0" 13.0" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 8.4" 6.6" 13.0" 10.5" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.2" 4.5" 3.5" 12.2" 3.6" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 9.6" 7.5" 13.0" 13.0" 13.0" 6.8" 5.3" 13.0" 8.5" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 5.2" 4.0" 13.0" 4.1" 9.9" 3.7" 2.9" 9.9" 2.9" 51 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 8.3" 6.5' 13.0" 10.4" 13.0" 5.9" 4.6" 13.0" 7.4" 54 13.0" 13.0" 13.0" 13.0" 13.0" 12.1" 4.5" 3.5" 12.2" 3.6" �///'•//%j✓//�/////�///�///� 13.0" 8.6" 13.0" 3.2" 12.E 2.5" 13.0" 8.6" 13.0" 2.S' 13.0" 120 SA" 5.3" 1.1" 5.9" 6.6` 3.8' 3.8" �I//, 4.1" 4.T//�///%%/////�/// 3.3" 120 2.9" 2.9" 2.2" 3.2" 2.3" 2.1" 2.0" �f,/ 13.0" 2.2" 13.0" 1/4-20 POWERS CAIX-IN WITH 7/8" MIN EMBED (3000 PSI MIN CONC) q,� * KZ 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 6.7' 13.0" 11.5" 11.5" 1/4" LAG SCREW OR HANGAR BOLT WITH 2.3/37 MIN THREAD PENETR -{PENETR IREApL * ® 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.8" 12.8" 13.0" 5.3" 4.1" 9.1" 5.2" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.0` 7.8" 113" 5.7" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 6.0" 4.7" 10.4" 10.4" 11.5" 4.3" 3.3" 7.4" 4.2" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.4" 8.9" 12.9" 6.4" 13.0" 8.1" 6.3` 9.1" 4.6" 54 13.0" 13.0" 13.0" 1L8" 12.6" 13.0" ///I/////.U/�%////rf//r////I/r/jj/////////� 5.3" 4.1" 9.0" 5.2" 10.0" 3.7" 6.4" 3.T' 54 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.0" 7.8" 112" 5.6" 13.0" 7.1" 5.5" 7.9" 4.0" %/f1 120 3.4" 3.4" %///� 3.0" 3.3" 120 6.5" 6.4" 5.0" 4.5" 3.6" 4.6" 4.5" 3.5' 3.1" 2.5" 3.2" 3.2" 2.5" 2.2" HOLLOW 81.00( (ASTM C-90 MIN) 1/4" ELCO ULTRACON OR ITW SS TAPCON WITH 1-1/4" li=EMBED s 30 13.0" 13.0" 13.0" 13.0" 13.0" 11.E 11.E 11.7" 9.4" 9.4" 8.3" 3.1" 83" 6.7" 6.T WOOD (6-0.42 MIN) 1/4" TAPCOH (ELCO OR 17W) OR I14 WOOD SCREW W/ 1-1/2" EMBED 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 6.2" 13.0" 13.0" 13.0" 38 13.0" 13.0" 13.0" 10.5" 10.5" 9.3" 9.3" 9.3" 7.4" 7.4" 6.6" / 5.3" / / �/ 38 13.0" 13.0" 13.0" 13.0" 13.0" 134" 13.0" 13.0" 13.0" 13.0" 13.0" 4.9" 3.8" 10.8" 3.7" 47 10.6" 10.6" 10.6" 8.5" 8.5" 7.5" %/// / 6.0" 6.0" 5.3" �// / / j///% 4.3" 3.7" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 5.6" 4.4" 12.3" 4.2" 10.7" 4.0" 3.1" 8.7" 3.0" 54 92" 9.2" 9.2" 7.4" 7.4" 6.5" ! , 5.2" // 4.6" 54 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 4.9" 3.8" 10.E 3.6" I////////✓//%f//��////;///7 11.E 93" 13.0" 3.5" 7.1" 2.7" 13.0" 7.6" 8.3" 2.6" 8.3" 120 ////////,U///i✓///�//////� .44//%//i✓/ amawamw 120 3.2" 3.1" 2.4" 3.1" 2.3" 2.2" 2.2" 7/%A 2.2" 1/4" ELCO PANELMATE WITH 1-1/4" MIN EMBED * 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" SA" 13.0" 13.0" 13.0" 1/4" ELCO PANELMATE (FEMALE, MALE, OR PLUS) WI 1-7/8"N EMBED 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.E 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.5" 4.3" 3.3" 10.5" 5.1" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 9.2" 9.2" 13.0" 5.6" 4.4" 6.5` 3.2. 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 4.9" 3.8` 11% .9" 11.9" 9.3" 3.5" 1/5" 8.5" 4. " 1 47 13.0" 13.0" 13.0" 10.6" 10.6" 13.0" 6.4" 5.0" 7. 3. T iLi" 4.5" 3.5" 5.3" L6" 54 13.0" 13.0" 13.0" 13.0" 13.0" 11.4" 43" 33`- 5.1" e.l" 3.0" / ////!Y//� 13.0" 7.4" 13.0" 3.6" 13.0" 54 13.0" 13.0" 13.0" 9.2" 9.2" 13.0" 5.5" 4.3" 6.5" 3.2" /0.5" 3.9" 3.1" 4.6" 2.3" _ 120 /i/l//r////l 13.0" 13.0" 13.0" l.x" 13.0" �i/%////r///iGa//////i✓// 13.0" 13.0" 13.0" , 13.0" 13.0" 13.0" 8.9" * 120 3.6" 3.5" 2.8' 2.5" 2.0" 2.5" 2.5" %//////////%/U///.(/////////r/////r// 13.0" 13.0" 13.0" 13.0" 12.E 13.0" 13.0" 13.0" 1/4-20 ALL POINTS SOLID- SET WITH 7/8" MIN EMBED * 0® 30 13.0" 1/4" LAG SCREW WITH OR - HANGAR BOLT 2-3/32" MIN THREAD PENETR {ANTE _am 0 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 7.0" 5.5" 13.0" 7.3" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 10.0" 7.8" 113" 5.T 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 8.0" 6.3" 13.0" 13.0" 13.0" 5.7" 4.4" 10.6" 5.9" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.4" 8.9" 12.9" 6.4" 13.0" 8.1" 6.3" 9.1" 4.6" 54 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 7.0" 5.4" 13.0" 7.2" 13.0" 4.9" 3.9" 9.2" 5.1'• %///fr/./////%/f///✓„/// 54 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.0" 7.8" 11.2" 5.6" 13.0" 7.1" 5.5" 7.9^ 4.0" 120 4.5" 4.4" 3.5' 4.2" 4.6" 3.2" 3.1" %///✓e///! 3.2" * ® 120 6.5" 6.4" 5.0" 4.5" 3.6" 4.6" 4.5" 3.5" 3.1" 2.5" 32" 3.2" 2. " 2.2" %/ ANCHOR SCHEDULE NOTES: 1. 1/4" TAPCONS MAY BE BY ITW (STAINLESS STEEL) OR BY ELCO. 'ELCO PANELMATE' ANCHORS MAY BE MALE, FEMALE, OR PANELMATE PLUS, AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32" OR .. WASHERED 5/8" HEX HEAD. 2. ENSURE MINIMUM 2" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE B TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4' IS ACCEPTABLE FOR ANCHORS TO WOOD. 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE OCCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 6. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN .. CENTER OF NOMINAL 2X4 (MIN) WOOD STUD (I.e. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING), WOOD STUD SHALL BE "SOUTHERN me (FOR GY0.55 OR GREATER DENSITY), OR 'SPRUCE -PINE -FIR' (FOR G.0.42 OR GREATER DENSITY). 7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 8. 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. - 9. * - DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED DIRECTLY TO THE HOST- STRUCTURE ONLY WITH THESE ANCHORS, LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE 10. ISOM DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. •• •••• •• I •• •• •• ••• • • • • • • • • '• • • • •--. • • • • •• ••• •• •'' • • •• • •••••• ••• • .• _ •" • "". ' • r • • • • • -'• • • • '• • • • • r • • • • • • • • • • • • •• •• •• • • • • • • • • • • 15-2494 •CAL R ••• • • • • ••• • • • • "" • • • „ • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POSITIVE CONNECTION MINIMUM GLASS SEPARATION SCHEDULE LOAD (OSF) SPAN LESS THAN MINIMUM SEPARATION AT OR BELOW 3D' ABOVE GRADE MINIMUM SEPARATION AT ELEVATION> GRADE 3GRADEE 4'-0" 7.73" 1.65" 38 r-r 7.73" 4.38" 12'4T 8.78" 8.78" 4'-0" 7.73" 1.69" 40 T-0" 7.73" 4.56" 11'-5" 8.33" 8.33" 4'-0" 7.73" 1.77" 45 T-0" 7.73" 5.01" 10'4" 7,73" 7.39" 4'-0" 7.73" 1.86" 50 7'-0• 7.73" 5.45" 9'4" 7.73" 6.87" 4'-0" 7.73" 2.03" 60 7'-0" 7.73" 6.34" r-7• 7.77" 6.57" 4'-0" r 7.73" 2.20" " 70 6'-7" 7.73" , 6.38" 120 3'-10" 7.73" 2.74" H-HEADER MINIMUM GLASS SEPARATION SCHEDULE SPAN LESS THAN MINIMUM SEPARATION ATOR B ' ABOVE ABOVE GRADE MINIMUM SEPARATION AT ELEVATION> 30' �V GRADE 8'-7" 8.60" 7.17". T-9" 8.60" 6.69" T-0" 8.60" 5.9T' 6-0" 8.60" 4.94" 5'-0" 8.60" 4.10" 4'-0" &60" 3.58" GLASS SEPARATION SCHEDULE NOTES: 1. GLASS SEPARATION SCHEDULE PROVIDES MINIMUM SEPARATION DISTANCE REQUIRED BETWEEN EXTERIOR FACE OF GLAZING (OR OTHER PRODUCT BEING PROTECTED) AND INTERIOR FACE OF INSTALLED STORM PANEL 2. SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 3. SEPARATION FROM GLASS IS REQUIRED ONLY WHEN INSTALLED WRN1N ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES. U-HEADER MINIMUM GLASS SEPARATION SCHEDULE SPAN LESS THAN MINIMUM SEPARATION AT BELOW LOW 30' ABOVE GRADE MINIMUM SEPARATION AT ELEVATION S 30' ABOVE GRADE 6*-3" 3.98" 3.21" 5'-3" 3.98" 2.58" 4'4" 3.98" 2.24• ...•.• • • . • • •• • ••.••••• • •• • ••• • ••••••• • •. • -• ••• ••• • • ••• ••••••_ • • • • • • • • • • • • • •. • • • • • • • • • • • • • •• • • • • •• •• •• • • • S. • '• • •• • ``II11111117, LIICEN FRANK L BE NARDO.549 A!, "0 • No PE* 8 •• � ��'•., STATE OF '''A. '' •'•F4.ORIOP• .•-•�� S,ONAL I0400 at$to' ��eF :jE i" I inur. p fGA••BAWKL9BI PE 15-2494 UAW ••• • • • • ••• • • . • • • • • • • • • • • ••• • • • • •. • • • • • • • • •. •• •• • • • •• •• 000 •a • • 000 • • I