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TABLE OF CONTENTS: TYPICAL ELEVATION TABLE I DE SHEET I-TABLE OF CO GENERAL NOTES,TYPICAL ELEVATION,ALLOWABLE BLADE ALLOWABLE DESIGNED LOADS PRf!55UF AE TABLE x No.52 9 SHEET 2-SECTIONS .5 4 C I WITH ANCHORAGE TABLES (Z],—C—, C 1.—D, E.T MAXIMUM BLADE SIZE SHEET 3-SECTIONS 0,E,P 4 G WITH ANCHORAGE TABLES 1-0 g TEi F SHEET 4-SECTIONS C 4 G I WITH ANCHORAGE TABLES BLADE <IN) PRESSU E (PsF) vp- SHEET 5-JAMB 50CTION5 J.M.H 1 41 I INCHES POSITIVE NEGATIVE ORO SHEET G-LOCK SECTION L.MALE*FEMALE STACK 60' 188 188 p.91 SHEET 7-LOCK SECTION LI,UNIMATE STACK 66' 170 170 Ae- ► HAL SHEET 8-BILL OF MATERIALS.ANCHOR SCHEDULE 4 BLADE ASSEMBLY, 72' 156 1-56 1 SHEET 9-COMPONENTS U �ZSLmwww®.wwl,4-4-.�, 144— v V) Z m —n'25='t�i25w WM GENERAL NOTES: (FLORIDA BUILDING CODE 201-7-Gth edition) 96' 117 117 0 i5 102, 110 110 108, 102 102 ILI I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED.CONSTRUCTED AND ERECTED TO EA51LY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE 114' 92 92 FORCE WINDS AND WIND BORNE DEBRIS(LARGE 4 SMALL missix)WITHIN THE 120' 83 1 83 ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL 126, 75 75 D 132' 69 69 z 2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE J Liu 138' 59 63 0 FLORIDA BUILDING CODE,UNDERTA5 201,202 AND 203. 144' 49 58 I 12N—Ea-4' 90 96 02 108 4 1 0 z .3-*'FO5TtNG:A PERMANENT LEGIBLE DECAL SMALL BE PLACED AT BOTTOM Of THE LOCKING E F,G,G 1 150' 42 52� BAR OR CENTER MATE FACING THE EXTERIOR OR OUTSIDE AS PER FLORIDA BUILDING CODE. SHUTTER WIDTH (SW) NO LIMITATION — A-LOADS.DE51GNED LOAD CALCULATED BASED ON THE A5CF 7 AND PROVIDED BY A o 0 PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED 'z DESIGNED PRE55URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT To BE usem' 5-MATERIAL:ALL EXTRUDED ALUM.INUM SHAPES SMALL BE MADE of 6063-TG OR AS NOTED. m in AU smMallot- 6-FASTENERS:A5SEM5I.Y5CREW5 AND ANCHORS SMALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL 7-USE:IT SMALL BE THE R15FON5151111Y OF THE CONTRACTOR,ARCHITECT OR ENGINEER Or RECORD TO VERIFY THE FOLLOWING: <2 7.1-THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED 11,15URING USER INSTRUCTIONS. 0 PROPER ANCHORAGE. 7.2-THE SITE SPECIFIC PROJECT CRITERIA.SUCH AS BUT NOT LIMITED TO.WIND LOADS. I-DETERMINE PROJECT OF51GN WIND LOAD PRESSURES AS PER LOCAL CODE REQUIREMENTS.DESIGNED PRE55URE5 LTC, ITEM 4 Of GENERAL NOTES,SHEET 1. 7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. < 2-CHECK BLADE 51ZE WITH TABLE I ON SHEET I FOR ALLOWABLE DE51GN PRESSURE. lQm3 8-33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DF51GN Of THE 0 GLASS SEPARATION cr 0: ANCHORS FOR THIS PRODUCT APPROVAL HOWEVER.WOOD ANCHORS WITH I.G LOAD - 8 DURATION INCREASE FOR WIND LOAD HAVE BEEN USED. 3-SELECT MOUNT TYPE TO BE USED AS PER SHEETS 2,3 4 4. 02 MOUNT TYPES ARE INTERCHANGEABLE. INSTALLATION BLADE BLADE 1�IL)z BELOW 30' <=120' >120' 4-CALCULATE ANCHOR SPACING FUNCTION Of BLADE 5215 AND ELEVATION 3 1/2' 4 1/4' PRESSURE FOR EACH SPECIFIC MOUNT TYPE AS PEP, PK SHEETS 2,3 4 4. INSTALLATION BLADE BLADE RARING41mon W, ABOVE 30' <=120' >120' ELEVATION 3' 31 *CAM- NA PAR. I WI G/I 7 arwvnwca 17-885 I-of 9.