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74"MAX.O.A.WIDTI 1 PREPARED BY: <br /> a 1 <br /> JEL E 5 a <br /> m h t BUILDING <br /> DROPS,INC. <br /> WINDOWS & DOORS B <br /> WNIq BFAOI,R 33000 <br /> 3 M19511.I99-BC78 <br /> = 6 fA%:195a1)a9A738 <br /> WEB:Waw.builtli�@dmps.mm <br /> DESIGN PRO/SMOOTH PRO FULL LITE <br /> f J <br /> NON-IMPACT z z INACTIVE e0 ACTIVE °o w m N o <br /> FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) o a T T �` z o <br /> OZ°� s <br /> �a viw m�a� <br /> GENERAL NOTES: p 2 ZQ <br /> 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA <br /> BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: s ° >Z y <br /> • TAS 202-94 a a a a LU <br /> T TYP.ELEVATION 1 Z w W° <br /> 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE s�•°°°0.Kl.N H J LU <br /> RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 74"MAX.O.A.WIDT C1 Ufr <br /> r <br /> FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF �> <br /> INSTALLATION. a s }EN ►.�° <br /> s ° E—LU Wa <br /> 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR n. <br /> A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED <br /> HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS <br /> z <br /> DOCUMENT. s REMARKS B DATE <br /> 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT c dd MP Lock&RadiuSL GL /19/1 <br /> RESISTANCE. 3 Add GU Hardware LS /24/1 <br /> s <br /> 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. w <br /> r� <br /> 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN r w cg c rH u NI B o BunmH oB <br /> GLASS,DECORATIVE AND EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS SHAPED LITES ARE QUALIFIED qxo sNq NO TBEEBEPBooucroww"otEon.. <br /> (SHAPED) G^ INACTIV ® ACTIVE °o W3HAtW0.111EHrfINS HLIGNNNGOBOPS,LNG <br /> FOR 6'•8"DOORS AT DP+/-60ONLY. Z wp q NG5ToT'k'&nUMtNTGHIINOTPE ON°IDA <br /> l7,,. l7 qB cs rorHls Bocuu[Nrqu NOT PER 3 z z W iuv.u>.IEG>,aBrrn3rnN <br /> 7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(V✓TP)OF 9.0 PSF.REMAINING <br /> SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT Z O s ``Bl111I11!/!!7j <br /> MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY O— s S F. O <br /> 2 <br /> OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS 1.0 � lr- . <br /> O _ � y..¢..7�'QO <br /> EBimss.WNt"o•' <br /> �1 TYP.ELEVATION 2 �i cNpoI.y73G <br /> 1 B'-0'D000.RDGM �1B`�' sI �2Y3°- B9�� <br /> TABLE OF CONTENTS PBPEanf.61f4yr9P�7t�glylla,s,B <br /> NOTE: Digitally g y <br /> SHEET REVISION SHEET DESCRIPTION INACTIVE AND ACTIVE DOOR PANEL 9 Nsi nape Hermes document <br /> ro,P.E. <br /> ORIENTATION IS INTERCHANGEABLE. Date:Reas 20l am approving this document <br /> 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2016.08.2618:44:44-04'00' <br /> 2 B TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DATE: 02.05.14 <br /> DESIGN PRESSURE(PSF) <br /> 3 B OPTIONAL 2X BUCK ANCHORING DETAILS NOMINALSRE MISSILE DWG. Y: CHK. Y: <br /> ,4 B VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT GL TJM SS <br /> �IVSS <br /> WIDTH HEIGHT RATING NTS <br /> S B HORIZONTAL ASSEMBLIES POS. NEG. S. NEG. SCALE: <br /> 6 B GLAZING DETAILS XX 6'-O" 6'-8" 60AB 60° 60A" 60" NOWIMPACT DWG.a:AO10864A <br /> 7 B WOOD SUBSTRATES XX RADIUS 6'-0" 6'-8" 60A" 60" 60A" 60" NON IMPACT SHEET: OF9 <br /> 8 B CONCRETE SUBSTRATES X% 6'-0" 8'-0" SOA SO SOA 50 NON-IMPACT A <br /> 9 B COMPONENTS&BILL OF MATERIALS A:SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 <br /> B:DESIGN PRESSURE LIMITED TO+/-50 PSF WITH USE OF GU HARDWARE,ITEM tt21 <br />