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<br /> PRODUCT APPROVAL FOR SERIES FG-30Q0 STOREFRONT HIGH A.S.D. DESIGN PRESSURE � = ;= o
<br /> W/ NON IMPACT INSULATED MONOLITHIC TEMPERED GLASS o �� ;' �� �
<br /> N � �,
<br /> 1. SERIES FG-3000 STORFF'RONT HIGH DESIGN PRESSURE W/ NON IMPAGT INSULATED MONOLRHIC TEMpERED 13. PRODUCT MANUFACTURER�S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION � � d �r
<br /> GLASS, SHOWN ON THIS PRO�UCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFlED FOR COMPLIANCE IN AT PRODUCT IN ACCORDANCE WITH SECTION 1710.5 OF THE FLORIDA BUILDING CODE. � Z � �i
<br /> ACCORDANC� WITH THE 2014 (Sth mIT10N) OF THE FLORIDA BUILDING CODE.THIS PRODUCT MAY BE INSTALLm ONE LABEL SFiALL BE PLACED FOR EVERY OPENING. � � m �
<br /> WfTHIN HIGH & N�N HIGH VELOCfiY HURRICANE ZONES WfTH UMRA710N5 AS PER NOTE 3 BELOW. _ � B � �
<br /> �`5 W � �
<br /> DESIGN WIND LOADS SHALL BE DEfEF2MINED fS PER SECTIONS 1620 (FOR HIGH V��OCf1Y HURRIGVJE ZON6) & �p
<br /> 1609 (FOR NON HIGH VELOCfTY HURRICANE ZONES) OF iHE ABOVE MENTIONED CODE. (NDfX; � p�n� c �
<br /> FOR A BASIC WIND SP� AS'REQUIRm BY THE JURISDICTION WHERE THIS PRODUCT WJLL BE INSfAL1FD �u F"W � `�
<br /> FOR A DIRECT10NA111Y FACTOR Kd=0.85.USING 0.SCE 7-10 FOR INSiALIATIONS UNDER 2014 FBC SHEE7 1: GENERAL NOTES, INDE%AND INSTRUC110NS. � N�� � �a �
<br /> AND SHALL NOT EXCEE� THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2, v a m E
<br /> IN ORDER TO VERIFY THE ABOVE CONDf110N, ULTIMATE DESIGN WIND LOADS DEIERMINm PER ASCE 7-10 SHEEf 2: COMPONEMS FOR SERIES FG-3000 STOREFRONT. � O� m �$ �_•
<br /> SFiALL BE FlRST REDUCED TO 0.S.D. DESIGN WIND LOA�S ITY MULTIPLYING THEM BY 0.6 IN ORDER TO SHEET 3: BILL OF MATERIALS,7YPICAL GIAZING DEfAIL& MAXIMUM A5.0. DESIGN �' �,Y�i� � �m �
<br /> TO COMPARE THESE W/MAX. (hS.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. _ �� � ��
<br /> PRESSURE R4liNG SCHEDULE FOR A GNEN GLA55 PANEL DIMENSIONS.
<br /> IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTm, WERE NOT OVERSTRESSED, A 337 INCREASE IN SHEET 4: ELEVAiION FOR SERIES FG-3000 STOREFRONT. o �� � a� �
<br /> ALLOWABLE 5TF2ESS FOR WIND LOADS WPS�{Q[USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS z �� 0 $
<br /> BEEN DEfERMINED 1N ACCORDANCE WITH N.D.S. 2012 OR AVAILABLE TESf DATA FROM MANUFACTURER. SHEEf 5: MAXIMUM A.S.D. DESIGN PRESSURE RAl1NG FOR MUWONS. � w � � � �a
<br /> THIS PRODUCT'S ADEQUACY FOR WIND RESISTANCE HAS BEEN VERIFlED IN ACCORDANCE WRH SECTIONS 1625 [�
<br /> (DCCFFT 1625.4) & 1710.5.2 OF iHE ABOVE MENT10NE0 CODE AS PER PROTOCOL TAS-202 AND ASTM E330, SHEEf 6: SILL OR HEAD CONNECTIONS DEfAILS (PLAN VIEWS). s W # F
<br /> PER ARCHITECNRAL TESIING, INC. IABORATORY REPORT 8 99495.01-801-44 AND AS PER SiRUCTURAL SHttT 6: MAXIMUM DESIGN PRESSURE R4T1NG SCHEDULE FOR MULLIONS W/ HEAD/SILL � � �
<br /> CALCULATIONS, PERFORMED AS PER SECTIONS 1604 & 1616 OF THE FLORIDA BUILDING CODE. CONNECTIONS.
<br /> rS
<br /> � 2. MAXIMUM A.S.D. DESIGN PRESSURE RAi1NG FOR THIS PRODUCT SHALL BE AS SHOWN ON SHEEfS 3. 5. 6A & 7 � i q_
<br /> SHEEf 7: MAXIMUM A.S.D. DESIGN PRESSURE R4TING FOR HORIZON'fAL
<br /> 3. THIS PRODUCT WILL REQUIRE AN APPROVED HURRICANE PROTECTION DEVICE IN ORDER TO RATE R AS � ti o�a
<br /> IMPACT RESISTANT IF PRODUCT IS NOT PROTECTED WRH AN APPROVED HURRICANE PROTECi1VE OEVICE SHEEf 8:�HEAO, HORIZONTAL & SILL CONNECTION DEfNL'S (SIOE VIEW). =o E W�
<br /> THEN R SHALL BE INSTAL� OUT OF THE HIGH VELOGfTY HURRICANE ZONE AND OUT OF ANY WIND-BORNE Z z�E a
<br /> DEBRIS REGIONS. AS DEFlNED ON SEGTON ifi09.2 OF THE F70RIDA BUIL�ING CODE SHEEf 9: SECT10N5 AT JAMBS AND AT MULUONS. 0 � O =g0p^�x
<br /> 4 JHIS PRODUCT IS APPROVED FOR 71.07 o.s.f. AIR/WATER INFlLTRA710N. SHEET 1�: MAXIMUM AS.D. DESIGN PRESSURE RATING & MAXIMUM FAS'TENERS SPACING � � V z� a g��
<br /> � � SCHEDULE FOR JAMB CONNEC110N AND CORNER DETAIL � m w8�=o �
<br /> 5. 7EMPERED GL4SS TO COMPLY WITH SECT70N5 2417.1.3 OF THE FLORIDA BUILDING COOE. = W m��'w�s
<br /> PRODUCT SW�LL COMPLY WfTH SECTIDNS 24�6.1, 2411.4.1 AND 2411.42 OF THE FLORIDA BUILDING CODE. � o J i aR o ��
<br /> O `r�" ;
<br /> 6. PROVIDE 3/8' MAX. LOAD BEARING SHIM SPACE (7YP.), WHEN ALLOWED BY THIS DRAWING. J 'i�
<br /> 7 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LQ4DS TO THE BUILDING STRUCTURE. �NSTRUCTIONS: � 3�n
<br /> WOOD BUCKS MUST BE SOUTHERN PINE, Wfil-I G = 0.55.
<br /> SfEP t. DEIERMINE AS.D. DESIGN WIND LOAD RE4UIREMENTS BPSED ON WIND VELOCITY,
<br /> 8. REMaINING COMPONENTS FOR iH15 PRODUCT SHALL BE!S INDICATED ON BILL OF MATERIALS, SHEEf 3 OF THIS BUItnING H�c�ii, wiND ZONE, USING naPLIceELE rsCE 7 sDwDnRDS.
<br /> DRAWING.
<br /> SIEP 2: GO TO SCHEDULE ON SHEEi 3 TO DEfERNINE 61AXIAIUM AS.D. DESIGN PRESSURE
<br /> 9. ALL ALUMINUM EXTRUSIONS IN CONTACT Wlhl STEEL, CONCRETE AND WOOD SHALL COMPLY W1TH SECTIONS RAnNG (psr)c4PAcftt OF 061Rm Gt15S siZE easED ON GusS PnNd
<br /> 2�03.8.42, 2003_8.4.4, 2003.8.5 AND 20D3.8.6 OF THE FLORIDA BUILDING CODE, RESPECTIVELY. DIMENSIONS.
<br /> 10. SHOP DRAWINGS PREPARED BASED ON TH1S APPROVAL AND TAKING IN'f0 ACCOUNT THE SPECIFlC JOB ��� DEfERMINE MAXIMUAI MULLION SPAN 'L'(Ff) FOR A GNEN MUWON EFFECf1VE
<br /> CONDITIONS, SHALI BE SUBMITTED TO iHE BUItDING OFFlCWL FS PART OF THE PERMIT DOCUMENTS. SPACINC 'b', ON SCHEDULE ON SHEEf 5, AND SELECT ANCHOR OPTION W/
<br /> A.S.D. DESICN PRESSURE RATING EQUAL OR GREAiER 7HAN AS.D DESIGN WIND Q
<br /> LOAD SPECIFlED IN STEP 1 USING SCHEDULE ON SHEET 6A p
<br /> 11 STRUCTURAL SUBSTRATES NOTED ON THIS DRAWING AS EXISTING SiEEL BY OTHERS, POURED CONCRETE, HOLLOW �
<br /> BLOCK AND WOOD MUST WITHSiAND THE LOADS IMPOSm BY THIS PRODUCT. SfFP 4: DElERMINE MAXIMUM ANCHOR SPACiNG AT JAMB FOR A GIVEN MAXIMUM A.S.D. . '°��'Ir�1PlfP/p �
<br /> 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE DESIGN PRESSURE RATING AND MAXIMUM MUWON SPACING, ON SHEET 70. \��' , ��l7'��'0�s,,'�' Q
<br /> SPECIFlC PROJEGT; i.e. WHERE iHE SRE CDN�fT10N5 DEVIATE FROM THE P.E.D. ��� USE SCHEDULE ON SHEET 7, TO VERIFY MAXIMUM 0.S.D. DESIGN PRESSURE vv,. � •5• �� �
<br /> (b) CONTRACTOR TO BE RESPONSIBLE FOR 7HE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFEfY
<br /> "D.LOGe OF HORIZONTALS (IF USED) FOR A GNEN HORRONTAL EFFECTNE 1 ,•� \
<br /> Ri �
<br /> OF THIS PRO�UCT, BPSED ON THIS P.ED. PROVIDm HE/SHE DOES NOT DEVW,TE FROM THE CONDffi0N5 • \ �
<br /> ,��hIE LOWEST VALUE OF 0.5.D. DESIGN PRESSURE RA7ING RESULTING FROM STEPS
<br /> DEfAILED ON THIS DOCUMENT. CONSTRUCTION SAFEfY AT SfTE IS 7HE CONTR4CTOR'S RESPONSIBILITY 2, 3 AND 5 SHALL APPLY TO THE EN'fIRE SYSTEM. - � �� N
<br /> (c) THIS P.E.D. WILL BE CONSIDERED INVALJD IF ALTERED BY PNY MEANS. �3�,'•. '(P���Q��� a
<br /> (d) SRE SPECIFlC PROJECTS SHAfl BE PREPARED BY A FLORIDA REGISTEF2ED ENGINEER OR ARCHfTECT WHICH �'�,9'• ���t`C'���
<br /> WILL BECOME T}1E ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WfLL BE RESPONSIBLE FOR THIS DR4WING SHALL ONLY BE USED TO �eO�sa ' •�[}r11'�`������`
<br /> THE PROPER USE OF THE P.E.D_ ENGINEQ2 OF RECORD, ACTING AS A DELEGAiED ENGINEER TO THE P.E.�. DBTAIN PERMffS IN 7HE STA'fE OF FLORIDA ,tJ "81{f�1A65H ��
<br /> ENGINEER, SHALL SUBMR TO THIS LATTER THE SRE SPECIFIC DRAWINGS FOR REVIEW.
<br /> (e) ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER
<br /> OF RECORD THAT PREPARED fT.
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