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Home My WebLink AboutSUBMITTED PAPERSt PLANNING & DEVELOPMENT SERVIDES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772-462-1553 BY APPLICATION FOR STOFLM SHUTTER (PERMIT fit. Lu�feb COUnty 1. LOCATION/SIITE ADDRESS: D�lE�—t 2. PARCEL ID NUMBER: 32'aa-'5-0j- "0O/� 3. DESCRIPTION OF PROJECT: 4. TYPE OF STRUCTURE: SFR:y MOBILE HOME: 5. OWNERS INFORMATION NAME: I✓ ADDRESS: CITY: �8 LLJ 061L STATE: _ ZIP CODE. PHONE: EMAIL: OTHER: CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: _ Cie e- COUNTY CERT #: BUSINESS NAME::�tf'�ir�/B�i p p / PHONE NUMBER: EMAIL: -ta, r-.--- E SD�os / YJL' GpHv Type of Surface attachment: Wood Frame Concrete Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION /j L / `/ 3 ROLL —UP FABRIC OTHER () ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK.. 7. VALUE OF CONSTRUCTION: $ ""7 PERMIT FEE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGNAT' E OF OWIJER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF /� ACKNOWLEDGED BEFORE- ME THIS �lo DAY OF , 20 BY. 6d) /� det L(-1�/W_D WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED L_ AS IDENTIFICATION. M 0) r '0Q—L. L_m —oS ,.''� Y f MOIRA L LATOS SIGN TI •OF NOT Y TYPE OR PRINT NAME OF NOTARY ? : + MYMSSION 4 FF 144434 TITLE: OTARY PUBLIC COMMISSION NUMBER E August 12, 2018 ;� Bonded Tbru Notary Public Underwriters NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. SLCPDSD Revised 4/10/2012 JC t Florida Building Code Online Page 1 of 2 i s as s 0 0. , F odda Oepanmentof BCIS Home j Log In - User Registration Hot Topics ; Submit Surcharge Stats & Facts ' Publications FBC Staff : BCIS Site Map Links Search Busines Professi I` a Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards FL16893 New 2010 Approved National Approved Shutter Association LLC 8717 NW 117 Street Suite 1 Miami Garden, FL 33018 (786)621-6706 paloucks@gmail.com Peter Loucks paloucks@gmail.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Pedro De Figueiredo PE-52609 National Accreditation and Management Institute 12/31/2015 Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received FL16893 RO COI 14-043 CI.odf Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 9/11/2014 Florida Building Code Online Page 2 of 2 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/27/2014 02/28/2014 03/07/2014 04/18/2014 Summary of Products FIL IlModel, Number or Name Description 16893.1 SUPERNOVA ACCORDION ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER ISHUTTER Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16893 RO II 14-043 DWG.Ddf Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +160/-160 Evaluation Reports Other: PRODUCT TO BE MANUFACTURED, DESIGNED, FL16893 RO AE 14-043 PER.pdf AND INSTALLED PER DRAWING SPECIFICATIONS 14-043 Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: O eCfrctik M Cre 'kt,Car HE http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 9/11/2014 t B5163 ACCORDIAN EAST OAST HOME CAF 7440 BOB O LINK WAY PSL SGD = SLIDING GLASS DOOR SHD = SINGLE HUNG DOOR DD = DOUBLE DOOR DEVELOPMENT TOP SUBDIVISON PGA ;. LOT BLOCK N RIGHT SIDE t3U = t3UIL000 I S\L = SIDELITE B\G = BUTT GLASS G\B = GLASS BLOCK DATE SQUARE FT. 627.61 Phase I Floor Opens I Trap jPanels I Length Vertical BO I Comments 1 1 1 87.5 130.75 1 1 2 36.8 52.5 1 1 3 87.5 89.5 1 1 4 87.5 97 1 1 5 2141 122.75 1 END CLOSURE KIT 1 1 6 49.5 51.5 1 1 7 94 98.5 1 1 8 68.5 64.5 1 1 9 68.5 52.5 1 1 10 68.5. 64.5 1 1 11 87-51 72.5 r 2010 FLORIDA BUILDING CODE/ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4") Mean Root Height Tributary Area (sq. ft) (it) 10 15 20 25 30 35 40 45 50 15 37.8 36.8 36.1 35.5 35.1 34.7 34.4 34.1 33.8 i16 -41.0 -40 - - 8.7 -38.3 -37 9- - -37.0 38.3 37.3 36.6 36.0 35.6 35.2 34.9 34.6 34.3 -41.6 -40.5 -39.8 -39.3 -38.8 -38.4 -38.1 -37.8 -37.6 17 7 -42.1 -41.1 -40.3 -39.8 -39.3 -38.9 -38.6 -38.3 -38.0 18 39.3 38.2 37.5 36.9 36.5 36.1 35.7 35.4 35.2 -42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 19 39.7 39.7 37.9 37.4 36.9 36.5 36.1 35.8 35.6 43.1 -42.0 4I.3 -40.7 40.3 -39.9 -39.5 -39.2 -38.9 20 40.2 39.1 38.3 37.8 37.3 36.9 36.5 36.2 36.0 -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 22 41.0 39.9 39.1 38.5 38.0 37.6 37.3 37.0 36.7 -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 24 41.7 40.6 39.8 39.2 38.7 38.3 38.0 37.6 37.4 -45.3 -44.2 43.4 -42.8 42.3 -41.9 -41.5 -41.2 -40.9 26 42.4 41.3 40.5 39.9 39.4 39.0 38.6 38.3 38.0 -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 42.2 -41.9 -41.6 28 43.1 42.0 41.2 40.5 40.0 39.6 39.2 38.9 38.6 -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 -42.5 -42.2 30 43.7 42.6 41.8 41.1 40.6 40.2 39.8 39.5 39.2 -47.4 -46.3 45.5 -44.8 -44.3 -43.9 43.5 -43.2 -42.9 32 44.3 43.2 42.3 41.7 41.2 40.7 40.3 40.0 39.7 -48.1 -46.9 46.1 -45.4 -44.9 -44.5 44.1 -43.8 -43.5 34 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 -48.7 -47.5 -46.7 -46.0 45.5 -45.1 -44.7 -44.3 -44.0 36 45.4 44.2 43.4 42.7 42.2 41.7 41.3 41.0 40.7 -49.3 -48.1 -47.2 -46.6 -46.1 -45.6 -45.2 -44.9 -44.5 39 46.0 44.8 43.9 43.2 42.7 42.2 41.8 41.5 41.2 -49.9 •48.6 •47.8 -47.1 -46.6 -46.1 -45.7 -45.4 -45.1 40 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -50.4 -492 A8.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 44 47.4 46.2 45.3 44.6 44.0 43.5 43.1 42.8 42.4 -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 48 48.3 47.0 46.1 45.4 44.8 44.4 43.9 43.6 43.2 -52.4 -51.1 -50.2 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 52 49.1 47.8 46.9 46.2 45.6 45.1 44.7 44.3 44.0 -53.3 -52.0 -51.1 .50.3 -49.8 -49.3 48.8 -48.5 -48.1 56 49.9 48.6 47.6 46.9 46.3 45.8 454 45.0 44.7 -54.1 -52.8 -51.9 -51.1 -50.5 -50.0 -49.6 -49.2 -48.9 60 50.6 49.3 48.3 47.6 47.0 46.5 46.0 45.7 45.3 -54.9 -53.6 -52.6 -5I.9 -51.3 -50.8 -50.3 -49.9 -49.6 DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone 51 Mean Roof Tributary Area (sq. ft) Height (it) 10 15 20 25 30 35 40 45 50 15 37.8 36.8 36.1 35.5 35.1 34.7 34.4 34.1 33.8 -50.6 48.6 -47.2 A6.1 -45.2 -44.5 -43.8 2.7 16 38.3 37.3 36.6 36.0 35.6 35.2 34.9 34.6 34.3 -51.3 -49.3 - - 6 7 -45.8 .45 1 -44.4 -4 8 -43.3 H17 38.8 37.8 37.1 36.5 36.0 35.6 35.3 35.0 34.7 -52.0 49.9 -48.5 -47.3 -46.4 -45.6 45.0 -44.4 -43.8 18 39.3 38.2 37.5 36.9 36.5 36.1 35.7 35.4 35.2 52.6 -50.5 -49.0 47.9 -47.0 -46.2 -45.5 -44.9 -44.4 19 39.7 38.7 37.9 37.4 36.9 36.5 36.1 35.8 35.6 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 46.0 -45.4 44.9 20 40.2 39.1 38.3 37.8 37.3 36.9 36.5 36.2 36.0 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 45.4 22 41.0 39.9 39.1 38.5 38.0 37.6 37.3 37.0 36.7 -54.9 -52.7 -51.2 -50.0 -49.0 -48.2 -47.5 -46.8 -46.3 24 41.7 40.6 39.8 39.2 38.7 38.3 38.0 37.6 37.4 -55.9 -53.7 -52.1 50.9 -49.9 -49.1 -48.4 -47.7 -47.1 26 42.4 41.3 40.5 39.9 39.4 39.0 38.6 38.3 38.0 -56.8 -54.6 -53.0 -51.8 -50.8 49.9 -49.2 -48.5 -47.9 28 43.1 42.0 41.2 40.5 40.0 39.6 39.2 38.9 38.6 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 30 43.7 42.6 41.8 41.1 40.6 40.2 39.8 39.5 39.2 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 32 44.3 43.2 42.3 41.7 41.2 40.7 40.3 40.0 39.7 -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 34 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 -60.1 -57.8 -56.1 -54.8 -53.7 -52.8 -52.0 -51.3 -50.7 36 45.4 44.2 43.4 42.7 42.2 41.7 41.3 41.0 40.7 -60.8 -58.5 -56.8 -55.4 -54.4 -53.4 -52.7 -52.0 -51.3 38 46.0 44.8 43.9 43.2 42.7 42.2 41.8 41.5 41.2 -61.5 .59.1 -57.4 -56.1 -55.0 -54.1 -53.3 -52.6 -51.9 40 46.5 45.2 44.4 41.7 43.1 42.7 42.3 41.9 41.6 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 44 47.4 46.2 45.3 44.6 44.0 43.5 43.1 42.8 42.4 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 48 48.3 47.0 46.1 45.4 44.8 44.4 43.9 43.6 43.2 -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 52 49.1 47.8 46.9 46.2 45.6 45.1 44.7 44.3 44.0 -65.7 -63.2 -61.3 -59.9 -58.7 -57.8 -56.9 -56.1 -55.5 56 49.9 48.6 47.6 46.9 46.3 45.8 45.4 45.0 44.7 -66.8 -64.2 -62.3 -60.8 -59.7 -58.7 -57.8 -57.0 -56.3 60 50.6 49.3 48.3 47.6 47.0 46.5 46.0 45.7 45.3 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 General Notes 1 These tables list allowable pressures (W,), given as 0.6• W,i„ where W., is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site -specific drawing 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. ULTIMATE WIND SPEED (mph) = 170 EXPOSURE CATEGORY = C Tables are valid for the followlna conditions only I Wind Speed, (V,i„ 3-second gust) = 170 mph > 2 Risk Category: 11(General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Gcpi = 0.18 Consult an Enalneer for any other conditions Instructions I Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributaryarea is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area. 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shall be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet. 8 Read the worst case positive and negative design pressures for use as required by governing building department. ASSOCIATION: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LEVEL D - LARGE M 15.51 LE IMPACT RE515TANT GENERAL NOTES: (FLORIDA BUILDING CODE 2010 - HVHZ * non HVI1Z) I - DEFINITION: THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER; DESIGNED, CONSTRUCTED AND ERECTED TO EA51LY ENCLOSE AN AREA, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LEVEL D OR LARGE MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 2- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE UNDER TA5 201, 202 AND 203, A5TM E330, ASTM E 188G * A5TM E 199G. 3- POSTING: A PERMANENT LABEL SHALL BE PROVIDED AS PER FBC 2010 SECTION 1715.8. IT SHALL BE ONE LABEL PER OPENING LOCATED ON THE LOCK MATE BLADE. 4- LOAD5: DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY A PROFESSIONAL ARCHITECT OK ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE USED. 5- MATERIAL: ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE of GOG3-TG OR AS NOTED. G- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THI5 APPROVAL. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFYTHIf FOLLOWING: 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS FOR THI5 PRODUCT APPROVAL. HOWEVER, WOOD ANCHORS WITH I .G LOAD DURATION INCREASE FOR WIND LOAD HAVE BEEN USED. USER INSTRUCTIONS: I - DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 2- CHECK BLADE SPAN ALLOWABLE DE51GN PRESSURE ON TABLE I OR TABLE IA. 3- VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. 4- DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS PER SHEETS 3, 4, 5 f- G. SECTIONS ARE INTERCHANGEABLE. 5- THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN PRESSURE FROM GENERAL NOTES 4 TABLE OF CONTENTS: SHEET DESCRIPTION I TABLE OF CONTENTS, GENERAL NOTES, USER INSTRUCTIONS 2 TYPICAL ELEVATION, ALLOWABLE BLADE PRESSURE TABLE 1, 1 A AND GLA55 SEPARATION TABLE 2 3 TYPICAL SECTIONS A, B ll� C WITH ANCHORAGE TABLES 4 TYPICAL SECTIONS B 1, 52, 53 4134 WITH ANCHORAGE TABLES 5 TYPICAL SECTIONS D f- E WITH ANCHORAGE TABLES G TYPICAL SECTIONS F, G $ I WITH ANCHORAGE TABLES 7 JAMB AND CORNER SECTIONS "J" 8 LOCK MALE * FEMALE SECTIONS "L" 9 LOCK UNIMATE SECTIONS "M" 10 BILL OF MATERIALS, ANCHOR SCHEDULE $ BLADE ASSEMBLY. I I COMPONENTS N.A.S.A NATIONAL APPROVED SHUTTER ASSOCIATION L.L.C. 871 7 NW 1 17 5T, STE I HIALEAH GARDENS, FL 33015 Tel.: (78G) G2 I -G70G Fax: (78G) G2 I -G708 W W W. NA5A5 H UTTER. COM PRODUCT: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL I MPAC T ED RATED ENGINEERING: ENGCO INC. CA81 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 ENGCO@AOL.COM •••' 0E p� • , cy • F 'cam �52609 ' STA IF ' P 0'o �� 0 R 1 p•'�•'�� 0� R Z r: Engineer Seal Pedro De Ficgueiredo - PE 52G09 REV1510N NOTES: DATE: 10/2 2/2013 SCALE: NA DESIGN BY: PPMF SHEET I DRAWING #: I OF 1 1 14-043 TABLE MAXIMUM ALLOWABLE SHUTTER SPAN I # I BLADE X PRESSURE MAXIMUM TABLE ALLOWABLE SHUTTER I A # I * # 1 B BLADES SPAN X PRESSURE INTERIOR / EXTERIOR 1� �m 100°� a, INTERIOR / EXTERIOR INTERIOR/ EXTERIOR 1 1 100° M� ti INTERIOR/ EXTERIOR INTERIOR/ EXTERIOR 1 B 1 B �i' BLADE SPAN INCHES PRESSURE (P5F) BLADE SPAN INCHES PRESSURE (P5F) P05 NEG P05 NEG GO I GO I GO GO I GO I GO GG 158 155 GG 158 158 72 144 144 72 144 144 78 133 133 78 133 133 84 124 124 84 124 124 90 IIG IIG 90 IIG IIG 9G 108 108 9G 108 108 104 100 100 104 100 100 105 93 93 108 93 93 114 114 83 1 83 120 75 75 120 75 75 12G G8 G8 12G G8 G8 132 G2 G2 132 GI GI 138 57 57 138 53 53 144 48 52 144 45 47 150 41 48 150 38 42 IG2 30 40 IG2 28 33 NOTES: I - ACCORDION 5HUTTER BLADE SPAN (INCHES) FOR ALL CONDITIONS 2- PRESSURE - DE51GN WIND LOAD (P5F) 3- LINEAR INTERPOLATION 15 ACCEPTABLE FOR DESIGN WIND LOADS AND BLADE SPAN BETWEEN TABULATED VALUES. 4- USE TABLE I A WHEN ONE OR MORE TYPE I B BLADE 15 USED 5- BLADE REVERSED INSTALLATION 15 ALLOWED FOR ALL MOUNTED CONDITIONS PICAL ELEVATIO A,B,C,D,E F- Y U < Z ~ < ID O_ M U A < < J Ld F— F— A,6,81,B2,B3 64;C,D,E,F,G,1 SHUTTER WIDTH (SW) Kin I TMTTATTnN r-� N N Ns L_ INTERIOR / EXTERIOR TYPICAL CR055 SECTION T❑F BOTTOM 1 ALL ALUMINUM BLADES COMBINATION ALUMINUM / LEXAN BLADES BLADES CAN BE ARRANGED IN MANY COMBINATIONS AS REQUIRED ALL LEXAN BLADES 1B TABLE 2 MINIMUM SHUTTER SEPARATION FROM GLAZING GLAZING SEPARATION (INCHES) BLADE TYPE BLADE SPAN <=GO" <= 104" <=IG2" ALUMINUM 2" 2 3/4" 3" ALL ELEVATIONS LEXAN 3" 3' 3' <=39 ELEVATION LEXAN 2 1 /8" 3" 3" >30 ELEVATION NOTES: I- SEPARATION FROM GLAZING AREAS SHALL BE MEASURED FROM GLAZING SURFACE TO THE INNER M05T BLADE OR LOCK SURFACE. 2- GLA55 SEPARATION 15 APPLICABLE ONLY WITHIN THE HVHZ (BROWARD AND MIAMI-DADE COUNTIES). WIND ZONE 4 AS PER A57M E 1996 AND ESSENTIAL FACIUTIE5 AS DEFINED ON A5CE 7-10. 3- WHEN SHUTTER 15 ASSEMBLED WITH BOTH TYPES OF BLADES THE LARGEST GLA55 SEPARATION SHALL APPLY. ASSOCIATION: N.A.S.A NATIONAL APPROVED SHUTTER ASSOCIATION L.L.C. 5717 NW 1 17 5T, STE I HIALEAH GARDENS, FL 33015 Tel.: (78G) G2 I -G70G Fax: (78G) G2 I -G708 WWW.NA5A5HUTTEP,.COM PRODUCT: 5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE * SMALL IMPACTED RATED ENGINEERING: ENGCO INC. CA811G 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 565-0304 ENGCO@AOL.COM poss Leo$ . DE. F��j •'••. ' No" 2609 STA F .��: •��'AF A�ORIOP'',,,��. •�•'ss/ONAI E��;� o%*• Engineer Seal Pedro De Figueiredo - PE 52GO9 REVISION NOTES DATE: 1 0/2 2/2013 SCALE: NA DESIGN BY: PPMF SHEET I DRAWING #: 2 OF I 1 14-043 TYPICAL SECTIONS A, B AND C AND ANCHOR SCHEDULE 1/4-14X1' GR5 SDS OR SECTION A 1/4-20X1/2' HHMS W/NUT BUILT -OUT ON ANGLE SPACED AT 12' ❑C HEADER OR SILL A^. 11 2, 2A--, -,010 III III 1[.`'.I EMBED. MOD frm u I I u �ANCHDRS DESIGNED N AS PER SECTI❑N A _ �' a ON TABLE BELOW 1 w � 2 N - Q' W ui �l F- Q F J � � 1 cYzao tu I I ANCHORS DESIGNED Li '�007r AS PER SECTI❑N B 2, 2A 11 ''r ON TABLE BELOW A� WQ SECTION 5 BUILT -OUT ON REVERSE ANGLE EMBED. HEADER OR SILL 1 1/4-14X1' GR5 SDS OR 1/4-20X1/2' HHMS W/NUT SPACED AT 12' ❑C MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 10 FOR ANCHOR ANCHORAGE TYPE MAXI MUM ANCHORAGE PRE55U RE ( P 5 f ) BASED ON SPACING I N I NCH ES ON CENTER NOTE: I - USE IN CONJUNCTION WITH TABLE 1, THE LOWER OF THE PRESSURE CONTROL DESIGN. 2- LINEAR INTERPOLATION IS ALLOWABLE BETWEEN BLADE SPAN SIZES ASSOCIATION: No A. So A NATIONAL APPROVED SHUTTER A550CIATION L.L.C. 8717 NW 1 17 ST, STE I HIALEAH GARDENS, FL 33015 Tel.: (78G) G2 I -G70G Fax: (78G) G2 I -G708 WWW. NA5A5H UTTER. COM PRODUCT: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4- SMALL IMPACTED RATED ENGINEERING: ENGCO INC. CA81i 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 ENGCO@AOL.COM DE F - •� N : O 7 52609 7k' ST .OF ` �O,c�` • F4 0 R 1ONAL P•''��,`��k.,�� G '••...n...�� f nm Engineer Seal Pedro De Figueiredo - PE 52GO9 REVISION NOTES: DATE: 10/22/2013 SCALE: NA DESIGN BY: PPMF SHEET I DRAWING #: 3 OF 1 1 14-043 TYPICAL SECTIONS B 1, 62, 53 AND 154 z AND ANCHOR SCHEDULE a a. V) w SECTION 131 _ 1 "A" TRACK ON REVERSE ANGLE w SILL ONLY _ cnrb w ANCHORS DESIGNED .ice Q u AS PER SECTION B 1 _ 4 '�' ON TABLE BELOW r-11 aV2 wQ 1/4-14X1' GR5 SDS OR 1/4-20X1/2' HHMS W/NUT 74-< EMBED.---� SPACED AT 12'❑C I t z IL = N - 0 W w a 2 Q J w- P!i w F- = M100 1/4-14X1' GR5 SDS OR 1/4-20X1/2' HHMS W/NUT SPACED AT 12'OC MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 10 FOR ANCHOR ANCHORAGE SECTION 132 "A" TRACK ON STD ANGLE SILL ONLY ANCHORS DESIGNED AS PER SECTI❑N B2 F❑N TABLE BELOW G 1 ``' Z V Qa -i J N w 16 ❑PTIDNAL cam I I 1 � 11 w _ -sw x¢ LLJ N E 7 ~ 8 _ 1/4-14X1' GR5 SDS OR 1/4-2OX3/4' PHMS W/NUT--" SPACED AT 5'❑C CL 0 - w a = J L3 w w _ roiOD D T w I} --,10o Ctl m: 1/4-14X1' GR5 SDS OR 1/4-2OX3/4' PHMS W/NUT SPACED AT 5'0C 1 7 8 #10X3/4' TEKS AT 12' ❑C SECTION E34 ADJUSTABLE TRACK ON REVERSE ANGLE SILL ONLY ANCHORS DESIGNED Q u 10 AS PER SECTI❑N B4 ON TABLE BELOW ra 1 OW IT --EMBED.? P SECTION 133 lOX3/4' TEKS #1 ADJUSTABLE ON 12' ❑C AT.5TD ANGLE SILL ONLY ANCH❑RS DESIGNED Q u AS PER SECTION B3 ON TABLE BELOW acl) � 10 EMBED. TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER NOTE: I - USE IN CONJUNCTION WITH TABLE 1, THE LOWER OF THE PRESSURE CONTROL DESIGN. 2- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES ASSOCIATION: N.A.S.A NATIONAL APPROVED SHUTTER A550CIATION L.L.C. 5717 NW 1 17 5T, 5TE I HIALEAH GARDENS, FL 33018 Tel.: (78G) G21-G70G Fax: (78G) G2 I -G708 WWW. NA5AS H UTTER. COM PRODUCT: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL IMPACTED RATED ENGIINIE%E�RING: ENGCO INC. CA511 5595 ORANGE DR, 201 DAVIE, FL. 33314 Tel.: (954) 555-0304 ENGCO@AOL.COM .... �E••.. �• •• '- g N 52609 ST OF 0 1, v •. off seep = "t ?Pib Engineer Seal Pedro De Figueiredo - PE 52GO9 REVISION NOTES: DATE: 10/22/2013 SCALE: NA DE51GN BY: PPMF SHEET I DRAWING #: 4 OF 1 1 14-043 ASSOCIATION: ANCHORS DESIGNED AS PER SECTI❑N D ON TABLE BELOW � ( ED) EDGE ' DISTANCE 2, ZA -:co T_ w Mim =T w 1- w z F— _ �V l� L _1 MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 10 FOR ANCHOR ANCHORAGE SECTION D INSET MOUNT W/ TRACK 2 OR 2A HEADER OR SILL 1 TYPICAL SECTIONS D * E AND ANCHOR SCHEDULE cu _ w Ld _ Qz ¢a J d pq - -1 SECTION E ANGLE INSET MOUNT HEADER OR SILL 3, 3A 1 (ED) EDGE DISTANCE t11 ra w vq z w —1--1 ANCHORS DESIGNED AS PER SECTION E ON TABLE BELOW 1/4-14XV GR5 SDS OR 1/4-20X1/2' HHMS W/NUT SPACED AT 12'OC TYPE MAXIMUM ANCHORAGE PRESSURE (PSP) DA5ED ON SPACING IN INCHES ON CENTER NOTE: I - USE IN CONJUNCTION WITH TABLE 1, THE LOWER OF THE PRESSURE CONTROL DESIGN. 2- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES N.A.S.A NATIONAL APPROVED SHUTTER ASSOCIATION L.L.C. 8717 NW 1 17 ST, 5TE I HIALEAH GARDENS, FL 33018 Tel.: (78G) G2 I -G70G Fax: (78G) G2 I -G708 WWW. NA5A5HUTTEP,.COM PRODUCT: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL IMPACTED RATED ENGIIN'EERINNG: INC.EN7GCO NCA511C 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 5,55-0304 ENGCO@AOL.COM ••,''��I //IIIIIII��,,,i ��. E AN E F/�G�. .� ,,��•: AIX a 0. 52609 ' � ST 'T F �: .• ORI ••�'•-ss/ANAL Evc1p00 Engineer Seal Pedro De Figueiredo - PE 52GO9 REVISION NOTES: DATE: 1 0/22/2013 SCALE: NA DE51GN BY: PPMF SHEET I DRAWING #: 5 OF 1 1 14-043 ASSOCIATION: Lo w X w STANDARD L❑CATI❑N ANCHORS SPACED AS PER SECTI❑N G ON TABLE BELOW _I z CL 1n w ra J w I ram MAX, BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 10 AN ANCHORAGE (ED) awi EDGE w DISTANCE ALTERNATE (ED)—_f EDGE DISTANCE II TYPICAL SECTIONS G, F AND I AND ANCHOR SCHEDULE 1 _#10X3/4' TEKS AT 12' oc ALTERNATE L❑CATI❑N ANCHORS SPACED AS PER SECTI❑N G1 ON TABLE BELOW t� LD w I = w — rY ca ¢ w ¢a- PQ rn 1 roico EDGE CLEARANCE (EC) INTO CONCRETE= 4" (3000 PSI CONCRETE) INTO WOOD= 2 I/2" (WOOD SG:0.55) _ (EC) EDGE INTO METAL:2" (6063-TGAwM.ORA5TMA3GSTffi) CLEARANCE (ED) EDGE DISTANCE SECTION F t— ¢ N "A" TRACK INSET MOUNT = SILL ONLY w 2 Q w ANCHORS DESIGNED AS PER SECTI❑N F _ '"r" ❑N TABLE BELOW 4 1$ 12 ci (ED) EDGE pq DISTANCE w FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER NOTE: I - USE IN CONJUNCTION WITH TABLE 1, THE LOWER OF THE PRESSURE CONTROL DESIGN. 2- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES z A W 1 5ECTION I RECESSED MOUNT SILL ONLY ANCHORS TYPE A, B, C OR D SPACED AT 48'❑C APPLICABLE FOR ALL LOAD C❑NDITI❑NS FROM TABLE 1 N.' A. S. A NATIONL APPROVED SHUTTER ASSOCIATION L.L.C. 8717 NW 1 17 ST, 5TE I HIALEAH GARDEN5, FL 33018 Tel.: (78G) G2 I -G70G Fax: (78G) G2 I -G708 WWW. NA5A5 H UTTER. COM PRODUCT: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE � SMALL IMPACTED RATED ENGINEERING: ENGCO INC. CA811G 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 ENGCO@AOL.COM Ta iv No 52609 .0 '; c .p ST OF ,c �• .•'�ss�4NAL ��v'��. ,e Engineer Seal Pedro De Figueiredo - PE 52G09 REVISION NOTES: DATE: 10/22/2013 SCALE: NA DE51GN SY: PPMF SHEET DRAWING #: G OF I I 14-043 ASSOCIATION: - OPTIONAL SEALANT ANCHORAGE TO WALL IS NOT NECESSARY X �= �VQ —9, 9A 1A II > r`iW I I p�lJ I L---J �TOP &-B❑TT❑M TRACKS TYPICAL HORIZONTAL JAMB AND CORNER SECTIONS J MIN. (3) ANCHORS SECTION J TYPE A, B, C OR D JAMB CL05UPF 4' FR❑MS ENDS SECTION J I WALL MOUNT AND ONE AT MIDDLE JAMB CL05URE I I INSET MOUNT (X2) #10X1 SDS TOP AND BOTTOM TRACKS 1 1B ANCHORS TYPE A, B, C ❑R D SPACED AT 24'❑C L7 w (ED DGE w eo EDQISTAN SECTION J2 JAMB CLOSURE BUILT -OUT MOUNT 21 ❑R 11 #10 3/4' SS SMS OR �lA SPACEDPAT 24-OCOP S MOD N 1 1B 1A N * A. S. A NATIONL APPROVED SHUTTER A550CIATION L.L.C. 5717 NW 1 17 5T, STE I HIALEAH GARDEN5, FL 33018 Tel.: (78G) G2 I -G70G Fax: (78G) G2 I -G708 W W W. NA5A5H UTTER. COM PRODUCT: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL IMPACTED RATED ENGINEERING: ENGCOINC. CA811G 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 555-0304 ENGCO@AOL.COM .•o ff, DE F1 ••. G •. • �,� •• Af :o No 5260! ST OF ,.c��: 0 1 ••••'�ss�ONAL ..��v ��. FEB 2 `5 ., Engineer Seal :CTION J3 Pedro De F,gue,redo - PE 52G09 ;�NER CL05URE REVISION NOTES: DATE: 10/22/2013 SCALE: NA DE51GN BY: PPMP 5HEET I DRAWING #: 7 OF 1 1 14-043 ASSOCIATION: TYPICAL HORIZONTAL SECTIONS HD LOCK SECTIONS L NOTE: SHUTTER CAN BE LOCKED FROM o N INSIDE OR OUTSIDE BY PLACING LOCK Z cu N ,- w SECTION L INSIDE OR OUTSIDE AS REQUIRED. o r = LOCK BLADE SECTION C4 r— w " w , , CL05E POSITION ¢ ¢ = y w EXTERI❑R KEY OR THUMB TURN AND INSIDE THUMB TURN INSTALLED ON SHAPE 8 SECTION L LOCK BLADE SECTION OPEN POSITION 1 1B LU AND INSIDE THUMB TURN INSTALLED ON SHAPE 8 ALTERNATE SECTION L I LOCK BLADE WITH STARTER BLADE SECTION BA ANCHORS TYPE A, B, C OR D SPACED AT 24'❑C 1A C❑MMERCIAL M❑RTISE LOCK W/ _ EXTERI❑R KEY OR THUMB TURN AND INSIDE THUMB TURN INSTALLED ON SHAPE 8 8 EMBEDMENT a W U Z H A W L7 L1 W N 0 A. S. A NATIONL APPROVED SHUTTER ASSOCIATION L.L.C. 5717 NW 1 17 ST, STE I HIALEAH GARDENS, FL 33018 Tel.: (78G) G2 I -G70G Fax: (78G) G2 I -G708 W W W. NA5A5H UTTEP.COM PRODUCT: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE '� SMALL IMPACTED RATED ENGINEERING: ENGCQ INC. CA81 5535 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 ENGCO@AOL.COM go'. . DE F1EN �'• G' ♦= N 52609. STA E OF G • "00"Offo go ''''•ss�ONAL �� ••'•• f Engineer Seal Pedro De Ficgueiredo - PE 52GO9 REVISION NOTES: DATE: 10/22/2013 SCALE: NA DESIGN BY: PPMF SHEET I DRAWING #: 8 OF 1 1 14-043 TYPICAL HORIZONTAL UNIMATE LOCK SECTIONS M NOTE: SHUTTER CAN BE LOCKED FROM INSIDE OR OUTSIDE DY PLACING LOCK Z cu N M CLOCK INSIDE OR OUTSIDE AS REQUIRED. o SECTION N wSITION ¢�. SECTION M LOCK BLADE SECTION OPEN POSITION /4-2OX3/4'THUMB SCREW LOCATED ON ACCORDION RIOR OR EXTERIOR SIDE RILL AND TAP OPPOSITE LADE TO RECEIVE SCREW ALTERNATE SECTION M I LOCK BLADE WITH STARTER BLADE SECTION 1 1B PUSH BUTTOM LOCK LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE 7 ❑R 7A L❑CKING PINS APPLICABLE ONLY AT OPEN P❑SITI❑N TO SECURE STACK 7A 7A 1/4X1 INSIDE -11 -- ANCHORS TYPE A, B, C OR D 7 OR 7A SPACED AT 24'❑C 1 A EMBEDMENT W U _ l7 ¢ q q W W fn v q 7 OR 7A A550C IATION: N.A.S.A NATIONAL APPROVED SHUTTER ASSOCIATION L.L.C. 8717 NW 1 17 5T, 5TE I HIALEAH GARDENS, FL 33015 Tel.: (78G) G2 I -G70G Fax: (78G) G2 I -G708 WWW. NASA5H UTTEP,.COM PRODUCT: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4� SMALL IMPACTED Wi ED ENGINEERING: ENGCO INC. CA8116 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 555-0304 ENGCO@AOL.COM a',.- DE F -.•, 4b its, No 52609 ••••'•ss�ONAL ��v'••• Engineer Seal Pedro De Ficgueiredo - PE 52GO9 REVISION NOTES: DATE: 1 0/2 2/2013 SCALE: NA DE51GN BY: PPMF SHEET I DRAWING #: 5 OF 1 1 14-043 rmm ASSOCIATION: 12 TYPICAL BLADE ASSEMBL 13--" 13A 0. 500 0. 20 0.310 n �� v O 0 0. 50 20- 1 /2" DIAM. NYLON WHEEL SPACER 0.4460 0. 390-y� I IILJII In - � OT I C3 { O Ir Jj — N 0 0 0.4460 0. 39 I1�111 `*- � H-T o OT I o � N 0 0 I G- 711 G" X5/8" DIAM. 1 5- 7/ 1 G" X I" DIAM. NYLON WHEEL BUSHING NYLON BUSHING 1 2- WHEEL CARRIER STAMPED 55 WITH p NYLON WHEELS 13- # I OX3" HH BLADE SCREW 410 STAINLESS STEEL 0. 19 O un 0 N 0. 14 1 3A- # I OX2" HH BLADE SCREW 410 STAINLESS STEEL 0. 44 0. p03 O v N IO 14- 0.03" X 1/2" DIAM STAINLESS STEEL FLAT WASHER N.A.S.A NATIONAL APPROVED SHUTTER ASSOCIATION L.L.C. 8717 NW 1 17 ST, STE I HIALEAH GARDENS, FL 33018 Tel.: (78G) G2 I -G70G Fax: (78G) G21-G708 WWW.NA5ASHUTTER.COM PRODUCT: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE # SMALL IMPACTED RATED ENGINEERING: ENGCO INC. CA811G 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (054) 585-0304 ENGCO@AOL.COM Nab 52609 No c Qr ` STro OF NAL ��:••' �F� l� 7 Ltl Engineer Seal Pedro De Figueiredo - PE 52GO9 REVISION NOTES: DATE: 10/2 2/2013 SCALE: NA DESIGN BY: PPMF SHEET I DRAWING #: 10 OF 1 1 14-043 00 (U 0 r` 1 (1J � L o� I A- STARTER 4. 61 ,, �4. 08 h o p O In '0= o h o �p I C- 0.05" FLOATING STACK BLADE 0. 10 _o 0 0. 13 O e ti Ln o moo. + 0 0 n 1.83 n O 0 ON m 0 SHUTTER COMPONENTS 1 B- COMPOSITE ALUMINUM / LEXAN BLADE LEXAN POLYCARBONATE APPROVED AS PER NOA 13-0717.01 XL 102UV 0, 86 0. 07 10. 61I-- RG 2- INSET TRACK W/ RG OPTIONAL HEADER / SILL MOUNT 2. 1- INSET TRACK W/O RG HEADER / SILL MOUNT 0 0 --j0. Glf-- c5L 0. 07 RG VT) I OPTIONAL 0 0 86 0. 61G 0. 07 3- 1 " BUILT -OUT TRACK HEADER/ SILL MOUNT 3. 1- I" BO TRACK W/O RAIN GUARD (RG) 0. 86 0. 61 m n a' 0 0 0 0. 95 I--1. 13-�--- I. 29 3. 37 4- "A" TRACK SILL MOUNT ONLY _^ 3A- 2" BUILD -OUT TRACK M _ HEADER/SILL MOUNT 3A. 1- 2" BO TRACK W/O TRG RAIN GUARD (RG) OPTIONAL 2. 43 0. 86 0.61 O�CU 0 0 v0 100 0. 07 - 707 L �ADJUSTA5LE'FfEMALE / 2.07 1. 91 0. 06 3. 23 1. 24 1. 99- - I 0. 97 04 - UNIMATE W/O LP LOCKING BLADES 0.51 I. 77--j F-T Ln CD N O N Rj • (Ll O 0 0 0. O8 8- FEMALE HD LOCKING BLADE V OR 1. 5'- 2 1- 1 / 1 G" THICK ANGLES GOG3-T5 ALUMINUM ALLOY SIDE CLOSURE USE ONLY O "' I Ln cn M o 0.83 2.61 3. 36- GA- ADJUSTABLE MALE HEADER/ SILL MOUNT 09 0. 75 0. 13 7A- UNIMATE W/ LP LOCKING BLADES 0. 41 .; 0 0. O�II� o m 8B- ADAPTOR FILLER U5E WITH 8 AND 8A V. VO 8A- MALE HD LOCKING BLADE o 0 2. 70-� 9- 1 " JAMB CLOSURE 2. 0- -� I I - 1 /8" THICK ANGLES GOG3-TG ALUMINUM ALLOY o u� 0 3. 70-� 9A- 2" JAMB CLOSURE 0. 25 10- 114" THICK ANGLES GOG3-TG ALUMINUM ALLOY 5- RECESSED TRACK SILL MOUNT ONLY ASSOCIATION: N.A.S.A NATIONAL APPROVED SHUTTER ASSOCIATION L.L.C. 8717 NW 1 17 ST, 5TE I HIALEAH GARDENS, FL 33018 O Tel.: (78G) G21-G70G Fax: (78G) G2 I -G708 o WWW.NA5A5HUTTER.COM PRODUCT: SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL IMPACTED RATED ENGINEERING: ENGC® INC. CA811G 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 555-0304 ENGCO@AOL.COM �. DE F/G OF •. 47 • 0 No. 2609 STA F •Q ••'Fss/ANAL ��+'��• Engineer Seal Pedro De Figueiredo - PE 52GO9 REVISION NOTES: DATE: 10/22/2013 SCALE: NA DESIGN BY: PPMF SHEET DRAWING /r: I I OF I I 14-043