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PREPARED BY: 37 O.A. MAX: A.WIDTH JEL]BrWEN 1 s d BUILDING DROPS,INC. W I N D O IV S. K D O O R S O.A.WIDTH 398 E.DAMABE BlVO.,STE 338 6 1 DANIABEAOI,FL33DD0 fl 2 xx:J(5541 TB 5 d 6 78 FA%:95dPd4 4 73B wca:ww.w�w,�aemps.mm DESIGN PRO/SMOOTH PRO FULL LITE 1 � NON—IMPACT a � B Z to on., Lu FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 6 0 5 S z o m g ACTIVE of �' wJ wLLoo l� 0 ZtoLL ��3 t.0 =¢ g= §z: s ACTIVE a �3< O s = O� z z �' GENERAL NOTES: 3<. s s Z N C) O 0 W m y �2 0 = 0— �O H= C7 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA O— M \2 Q BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: >z • TAS 202-94 'c Z W J W 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE W Q Lu pra RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE L LO U= ,lB.I FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF a 4 s a T a 9 a d s a 8 9 ' INSTALLATION. 4 4 4 4 4 4 4 4 4 4 4 d d 4 }N a� �] TYP.ELEVATION 1 �TYP.ELEVATION 2 F—Lu W` 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 1 6'A'DOOq HEN;NT 1 sa•000axRcxr "' d A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 371/2"MAX. r~ HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. O.A.WIDTH_--_ REMARKS BY DATE 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT Add Vent Lite Option GL 5/5/14 RESISTANCE. Add ADA&Multi-Pt GL 5119114 S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. Add GU Hardware LS /23/1 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN D«uMwns lNE vxovlx xBOxuvsxu GLASS,DECORATIVE,EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS SHAPED LITES ARE QUALIFIED FOR .._ DnDNESWxxO(xBE AEvgrMlicEo`Inuw�l�iouoq vAgi 1 ) ."'-I AIrExAww,.DDmoa.wocniwxtprwxcOo ER 6'-8"DOORS AT DP+/-65 ONLY. Go i —S—6 rxls oocu uaxrAu NorBExMRRDAW (�W Q e O ItNLLiDA1F0 CENTEtGTbx. 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP) OF 9.75 PSF. z 6 LL REMAINING SILLS NOT HATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCTSHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY 3 Ci OJ �� S F•I�fO ///�� OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 0? ACTIVE = v T/1T e TABLE OF CONTENTS NOTE: ��•EBUn EEC `62 G�``� 31 TYP.ELEVATION 3 DOORS SHOWN ABOVE MAY BE LEFT SHEET REVISION SHEET DESCRIPTION \—IJ 6'-B•DDOR WITMfIVnONALVEM IRE OR RIGHT HAND OPERATING DOORS. rev�ugyrMy�` �ILJ�iasr9 1 C TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES SEESHEEEGFORG NGDETADS Digitally signed by Hermes F.Norero,P.E. 2 C TYPICAL ANCHOR LAYOUTS AND NOTES Reason:I am approving this document MAX.OVERALL DESIGN PRESSURE(PSF) Date:2016.08.2618:4159-"00' 3 C OPTIONAL 2X BUCK ANCHORING DETAILS NOMINALSIZE MISSILE /I 4 C VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT DATE: 02.05.14 WIDTH HEIGHT RATING DWG.B : CHK.BY: 5 C HORIZONTAL ASSEMBLIES POS. NEG: POS. NEG. SSM/TJM MSS 6 C GLAZING DETAILS X T-0" 6'-8" 6SAB 65' 6SAB 65' NON-IMPACT NTS SCALE: 7 C WOODSUBSTRATES X(VENT) T-0" 6'-8" 65AB 65' 65"B 65' NON-IMPACT DWG.p:A010862B 8 C CONCRETE SUBSTRATES %(RADIUS) 3'-0" 6'-8" 65AS 65B 65"B 65, NOWIMPACf SHEET: OF10 9 C COMPONENTS&BILL OF MATERIALS % T-0" 8'-0" 50A 50 50" I 50 NON-IMPACT 10 C COMPONENTS A:SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. B:DESIGN PRESSURE LIMITED TO+/-50 PSF WITH USE OF GU HARDWARE,ITEM#27