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<br /> ~c.i�ir�ANI�AL CODES. —
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<br /> ODUCT APPROVAL FOR SERIES FG-2000 STOR � ON A.S.D. DESIGN PRESSURE
<br /> �� aK o� �
<br /> NON IMPACT MONOLI I T PE D G S N a= aa ^� � �
<br /> GENERAL NOTES• �
<br /> 7• SERIES FG-2000 STOREFRONT HICH DESIGN PRESSURE W/ NON IMPqCT MONOLfiHIC 7EMpF1tED GIASS. SHOWN � • ODUCT MqNUF 5�LABEL SHAl1 BE LOCATm ON A RFADILY VISIBLE LOCAT1pN � F � r�
<br /> 2014 (5�h EDfT10N) OF THE FLORIDA BU�LD(NG CODESTHISp RODUCT MAYRBE�IN ALLED WIi}{I�N HRGHN& NON Ar ACCORDANCE WfTH SEC110N 1710.5 OF THE FLORIDA BUIIDING CO�E.
<br /> ONE V+BEL SH,4I1 BE PLACED FOR EVERY OPENING. � 0 � o
<br /> HIGH VELOClTY HURRICANE ZONES W/ LIMRATIONS pS PER NOTE 3 BELOW. '` � m �
<br /> DESIGN WIND L0.4D5 SHALL BE OEfERMINED AS PER SECTIDNS 7620 (FOR HIGH VELOCIT( HURRICANE ZONES) & ��i W �
<br /> 7609 (FOR NON HIGH VELOCITY HURR�GINE ZONES) OF THE ABOVE M�NTIONED CODE.
<br /> FOR A B4SIC WIND SPEm AS REOUIRED BY iHE JURIS�ICT10N WHERE hIIS PRODUCT WILL BE INSTALLED
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<br /> FOR A DIRECTIONALfTY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLqT10N5 UNDER 2�14 FBC �� � v¢g m �c� f
<br /> AND SHALL NOT IXCEEp THE MAXIMUM (0.5.D.) DESIGN PR6SURE RATINGS INDICAiED ON NOTE 2, � 0 � �-�
<br /> IN ORDER TO VERIFY THE�180VE CONDfTION, ULTIMATE D61GN WIND LOADS DEfERMINED PER lSCE 7-�0 SHEEf 1: CENERAL NOTES, INDEX AND INSTRUCTIONS. • E
<br /> SHALL BE FlRSi REDUCED TO A.S.D. DESIGN WIND LOAD$ BY MULTIPLYING THEM 6Y 0.6 IN ORDER TO SHEE7 2: COMPONENTS FOR SERIES FG-2000 STOREFROM'. a' �� � �$ �
<br /> TO COIAPARE THESE W/ Mq)C (A.S,D)DESIGN PRESSURE RATINGS INDICATEp ON NOTE 2. = (It�s�; c
<br /> IN ORDER TO VERIFY 1HAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSiRE55ED, A 339, INCREASE IN SHEEf 3: BILL OF MqTER1ALS,lYpICAL GL4ZING DEfA1L& MAXIA/UM AS.D. DESIGN Z �a � �� 3
<br /> ALLOWABLE STRE55 FOR WIND LOADS WhS PRESSURE RATING SCHEDULE FOR A GNEN GLASS PANEI.DIMENSIONS. O �� �q
<br /> I'IQL USED IN THEIR AW�LySIS. FASTENERS SPACING TO WOOD HAS SH� 4: �y�yqnON FOR SERIES FG-2000 STOREFROM'. � � _ �
<br /> BEEN DEiERMINED IN ACCORDANCE WITH N.D.S. 2012 OR�pVaLABL.�7�7 DATA FROM MANUFACTURER.
<br /> THIS PRODUCT'S AOEQUACY FOR WIND RESISTANCE HAS BEEN VERIFlFD IN ACCORDANCE WfTH SECTIONS 1625 �
<br /> (IXCEFT�1625.4) & 1710.5.2 OF 7HE ABOVE MEM70NED CODE AS PER PROTOCOL TAS-202 AND ASTM E330, SHEEI' S: MAXIMUM AS.D. DESIGN PRESSURE R4TING FOR MUWONS. � � ; �
<br /> PER ARCHfTECTURAL 7}S7�NG, INC. IHBORIUORY REPORT� 99493.01-801-44 AND AS PER STRUCTURqL �-
<br /> CALCULAnONS, PERFORMED AS PER SECitONS 1604 & i616 OF THE FLORIDA BUILDING CODE. SHEEf 6: SILL OR HEA� CONNECTIONS OEiA1LS (pLAN y�EWS), 2
<br /> 2. MAxIM M �� ��SIGN PRESSURE RATINC FOR THIS pRODLrT SkAI i B R ctinuti SH� ��IMUM AS.D. DESIGN PRESSURE RATiNG SCHEDULE FOR MUWONS W/ $
<br /> Oh s�c�rc Z t ae i� HEAD/SILL CONNECTIONS. � �a-
<br /> 3. THIS PRODUCT WILL REOUIRE AN APPROVED HURRICnr.c p O - ��?
<br /> RO .T10N D ICF IN ORDER TO ReTF R nc SHEE7 7: My(�MUA1 AS.D. �ESIGN PR6SURE RATING FOR HORIZONTAL. U !`�'
<br /> IMPACT RESISiAN7. IF PRODUCT I.s NOT PROTFC7ED WfTH AN APPROVFD HURRIC`AMf PRp7E_CTNE �EVI_� � z��� a^
<br /> Tl-I N R HA i BF �NSTALLED OUi OF THF HIGH VEIOCfTY HURR!ceuBUl DIN eC D OF Atdv WIMfI-Rnat�� SHEEf 8: HEAD, HORIZONrAL & SILL CONNECTION DE7NL5 (SIDE VIEW). � _ Q � -am�x
<br /> D BRIS REGIONS qc_ DEFlNED ON SFCf10N 18og,a pF TH naine J =�`gtl�T
<br /> SHEEf 9: SECTIONS AT JAMBS AND AT MULLIONS. �
<br /> 4. IHIS PRODUCT IS AP?Rnyrn ma ��+? o.s.f. AIR/WA�TER I�FlLTRATIOh, j � W W�$�$a�
<br /> 5. TEMPERED GUISS TO COMPLY WI1H SEC110NS 2411 1.3 OF THE F70RIDA BUILDING CODE. SHEt7 70: MA)(IMUM AS.D. DESICN PRESSURE RATING & MAXIAIUM FASTENERS SPACING m m �
<br /> SCHEDULE FOR JAIdB CONNECTION AND CORNER DETqIL ¢ ' �� ��
<br /> PRODUCT SHALL COMPLY WRH SECiIONS 2406.1, 2411,4.1 AND 2411.4.2 OF THE FLORIDA BUILDING CODE. � u J �+t�� �
<br /> F
<br /> 6. PROVIDE 3/8" MAX. LOAD BEARING SHIM SPACE (iYP.), WHEN ALLOWED BY THIS DRAWING. � �:; �
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<br /> 7. W000 BUCKS Bl'OTHERS, MUST BE ANCHORED PROPEF2LY TO TRANSFER LOAOS TO THE BUII,pING STRUCTURE. � F�¢
<br /> WOOD BUCKS MUSi BE SOUTHERN PINE, WITH G � a.ss. iN�ucnoNG•
<br /> 8. REMNNING COMPONENIS FOR THIS PRODUCT SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEE7 3 OF THIS ��; DEfERMINE A.S.D. DESIGN WIND LOAD REQUIREMENTS BpSED ON WINO VELOCITy. BUILDtNG
<br /> DRAWING. HEIGHT, WIND ZONf, USING APPLICqBLE q$CE 7 STqNDARDS.
<br /> 9• ALL ALUMINUM EXTRUSIONS IN CONTACT WITH STEEL, CONCREfE AND WOOD SHALf_ COMPLY WfTH SECTIONS
<br /> 2003.8.4.2, 2003.8.4.4, 2003.8.5 AND 2003.8.6 OF THE FLORIDA BUILDING CODE, RESPECTIVELY �3 GO TO SCHEDUIE ON SHEEf 3 TO DEfEf2MINE MA)fIMUM AS.D. DESIGN PRESSURE RATING
<br /> 10. SHOP DRAWINGS PREPARED BASF� ON THIS APPROVAL AN�TAKING INTO ACCOUNi THE SPECIFlC JOB �Psf) CAPACRY OF DESIRED GLASS SIZE BASEp ON GLASS PANEL DIMENSIONS.
<br /> CONORIONS, SHALL BE SUBMIFTED TO iHE BUIIDING OFFICIAL AS PARi OF THE PERMfT DOCUMENiS. -� 3� DEfEF2MINE Ma7CIMUM MUWON SPAN 'L'(Ff) FOR A GNEN MUWON EFFECTNE
<br /> SPACING b", ON SCHEOULE ON SHEEf 5, AND SELECT ANCHOR OPTION W/A.S.O. � lillNl�y�����'� Q
<br /> 11. STRUCTURAL SUBSTRATES NOTED ON THIS �RAWING AS IXIS�ING STEE1 By OTHERS, POURED CONCREfE, HOLLOW DESIGN PRESSURE RATING EOUAL OR GREATER hbW q,S.D. DESIGN WIND LOAD ��, R. �i� p
<br /> BLOCK AND WOOD MUST WfTFi$TqND THE LOADS IMPOSED BY THIS PRODUCT. SPECIFlED IN �P 1 USING SCHEDULE ON SHEEf 6A. '���� � " ,.��is w
<br /> 12. (a) THIS P.E.D. PREPARED 61'THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE � 4• DEfERMINE MAXIMUM ANCHOR SPACING AT JAMB FOR A CNEN MAXIMUN � �' ' �
<br /> SPECIFIC PRQIECT; i.e. WHERE THE SRE CONDITIONS DEVIATE.FROM THE P.E.D. AS.D. DESICN PRESSURE RqTING AND MAXIMUM MUWON SPACING, ON SHE� 10 ^ ;�� �� • ��;w �
<br /> I (b) CONTR4CTOR TO BE RESPONSIBLE FOR THE SEI'ECTION, PURCHASE AND INSTALLA710N INCLUDING LIFE SAFEfY � '�0 USE SCHEDULE ON SHEE�7,TO VERIFY MA)(IMUM A.S.D. DESIGN PRESSURE RATING�. � v ` �
<br /> OF itilS PRODUCT, BASED ON lHIS P.ED. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS OF HORIZONTALS (IF USED) FOR A GNEN HORIZONTAL EFF�CTIVE 'D.LO.'. C� P Q•� �\
<br /> DETAILED ON THIS DOCUMENT. CONSiRUCT10N SAFEfI'AT SRE IS THE CONTRACTOR�S RESPONSIBILfTY. � .�'. ��� �
<br /> -- e:7HE LOWFST VALUE OF AS.D. 061GN PRESSURE R4TING R6ULi1NG Fl20M STEPS 2,3 �
<br /> (c) THIS P.ED. WILL BE CONSIDERED INVl�l1D IF ALTERED BY ANY MEANS. �0 5���PLY 70 THE ENTiRE SYSfEM. �., �`` N
<br /> � 'o p ,��R` W
<br /> (d) SITE SPECIFlC PROJECTS SHAL1 BE PREPARED BY A FLORID,4 REGISlERED ENGINEER OR ARCHfTECT WHICH ��0e���.' E ��� �
<br /> WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PRQIECT AND WHO WILL BE RESPONSIBLE FOR �^�5;1�
<br /> THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. THIS DRAWING SHALL ONLY BE USED TO
<br /> ENGINEER, SHALL SUBMfi TO i}{IS LATfER iHE SRE SPECIFlC �RAWINGS FOR REVIElN. OBTAIN PERMITS IN THE S7ATE OF FLORIDA
<br /> (e) ORIGINAL P.E.D. SFIALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNANRE OF hIE PROFESSIONAL ENGINEER
<br /> OF RECORD THAT PREPARED IT.
<br />
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