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16-17206
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2016
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16-17206
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Last modified
10/31/2016 11:07:09 AM
Creation date
10/31/2016 11:07:06 AM
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Building Department
Company Name
ZEPHYR COMMONS
Building Department - Doc Type
Permit
Permit #
16-17206
Building Department - Name
SF ZEPHYR COMMONS LP
Address
7822 GALL BLVD
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MANUPAl;TURER: <br /> SYSTEM GT f ! 75 ' = ' � <br /> MODELS I 175 FBO AND I 175 FS ��E�c�siNc <br /> S82 W18717 OEMINI DRIVE <br /> AUTOMATIC ALUMINUM SLIDING GLASS DOOR WITt1 ALUMINUM REINFORCEMENT MUSKEGO,WISCONSIN b3150 <br /> N ON I M PACT lZATED FN(:N 82)879 2605e94 <br /> PRODUCT: <br /> GENERAL NOTES: (FLORIDA BUILDIkG CODE 2010-HVFiZ) SYSTEM GT I I 75 <br /> NON IMPAGT RATlO <br /> I-CUDe:Tt115 PRODUGT H��BEEN TESTEU�NU UE9IGNED IN ACGORDANCF NqTH iHE FLORIDA BUILDING CODE TABLE OF CONTENTS� AUiOMATIC SLIDiNG G1A55 OOOR <br /> 2010 INGLUDING TFie tflGFi V2LUCIlY FIURRIC�NE 20NC(FiVH'L). <br /> SNEPi CONTENTS <br /> 2-DEYINITION+TYf15 PRODUCi IS AN AUTOMATIG SLIDlNG GLA55 DOOR D�SIGNeO,COVSTRUCiED AND TEST�D TO I OF 2 I GENERAL NOTES TABLE OF GONTENTS <br /> PROVIOE PROTEC'fICN FROM t1UfLRIGANt FORCE WINDS WITHIk TFfE ALLOWA8L2 DCSIGN�D PRfS5URE5 A1JD 2 OF 2 I ELEVATIONS FOR GT I I 75 FBO <br /> LI411TATlO�S STATED IN TYIS APPRIJVAL.'RODUC f5 NOrRATfD PORlARGC AND SMALL MI551LE,APPROV�D 2,!OF 2 I DESIGN RATING FOR GT! 1 75 °80 AND GT I 1 75 FS <br /> FiURR1CANe 9YiUT'iPRS MUST BE INSTALLED IN ORDER TO COMPLY WITFt IMP�CT RESISTANT CRITERIA. ENGINCCRlNG: <br /> 3 O` 2 I ELEVATIONS FOR GT i 1 75 FS <br /> 4 OF 21 Gi I 175 FBO FIEADERSE�r�oN oerA��s T ENGCO INC� cnniic <br /> 3-IABELING:PRODUCT MU5T BE LAB2LCD IN ACCORDANCE WITti THE FBC 201 O,Ct1APTER 17,9ECTION 1715.5. 5 OF 2 I GT I I 75 F80 SILL SECTION DETAILS 5595 CWtiNGE DR.2UI <br /> 'NABCo2NTRANCES-MUSKEGO-tvI5CON51N 6 Of-21 GTI 175 FBO INTERLOCK4 JAMB SECTIUN DETAILS DAVIE, PL. 333I4 <br /> SYSTEM GT i 175 9ERIE5 AUiOMATIC 5lIDING G1A59 DOOR 7 OF 2 I GT I I 75 FS HEAD[R SECTION DETAILS Tei.:{954;585•0304 <br /> MfAMI-CADEPRODUCTCONTROLAPPROVED' 8 OF 21 GTI 175 F5 SILL SeCTION DETAILS wvnv.ENGCO�NC.COM <br /> 4-PROJEC7 D251GN PR�59URE5:Tt1E PROJECT DESIGNPO PRESSURES MU9T BE CALCUTATED BPSED ON 7h1C ASC[ I 0 OF 2 I JAMB ANCNORAGE DETAILS MB SECTION DETAILS ''''����i�"�"�"""••. <br /> � DE F/G <br /> 7-I O,BY A'RO'�55lONF1 ARCt1iTECT CR ENGINEER.THE PROJECT DESIGN PRE95URE,AS DETERMlNED BY I I OF 2 I 11EADER ANCHORAGE DETAILS .'� GF,,�' <br /> A9C�7•1 O,ARE 70 BE NULTIPLiED BY 0.6 ANC TF1EY MU9T NOT E7(CFED TF1E ALL01'/ABLE PRODU�PR[SSURE � �'���:�C ENsI��''•/ <br /> I 2 OF 2_I_ HEADER 4 SILL ANCHORAGE DETAILS �.4�' ••,�:j': <br /> sP�qPIED t1CRE IN. I 3 OF 2 I ANCHORAGE TABLE3 3�G 4 ; �N 52609 ��: <br /> I 4 OF 2 I DOOR COMPONENTS �*� ,k ��t,� <br /> 5-MA7CRIAL.ALL ALUMINUM PART9 TO BE G063-TS ALLOY OR0.5 NOTED ANC GIAZING TO OE FULLYTEMPFP.LD I 5 CF?_I DOOR COMPONENTS GLAZING DETAILS LIST OF MATERIAIS � <br /> GU1ss A9 sPECIFIED ON THI9 MPROVnL. I 6 OF 2 f DOOR NARDWARE DFTAILS ':�` STA � 1�y` <br /> I 6,1 OF 2 I DOOR HARDWAR� DETAILS O �OR QP,,,\�<V� <br /> 6-PA3T�NERS:A55EMBLY SCRElVS ANO ANGF10R9 3F1ALL BE AS SP2qF1ED IN THC CURP.�NT 5ET OF DRAK9NG5. ------------ ', ���'�,F' , <br /> INSTALLATIOP!AND LOADS AS P2RTyl9 APPROVAL.ANCHORSPACING AND LOADS MUST NOT EXCEED TtiF. I 7 OF 2 I J MB A55 �1BLY TO 11EADER F10USING t�I�`� ••..,,,,,,,,, � �� <br /> MAXIMU�.1 LIPdlT9 SPECIPIED BY7HI5 APPROVAL. I 8 OF Z I LOGK IIARDWARE OPTION I '' s� NAL �� <br /> �..nMiV�����'� <br /> 'L AR OP IUN pEC 0 6 201��" <br /> 7-U9E:3T SNALL�E TNE RESPONSlBILITY OF TFif CONTRACTOR,ARCNITCL7 OR ENGINPER OP RFCORE TO VERIFY 20 OF 2 I LOGK HARDWARE OPTION 3 Ergineer Swl <br /> ThIE POLLOWIN6: 2 I OF 2 I BILL OF MATERIALS Pedro De Piguarcda-PC 52603 <br /> 7 I-ThIC STA61111Y O`TF1C 9TRUCTUR[Wt}CRE TYI[PROCUCT 15 TO 6F ATTACNED IN9Ut'i1NG Pf�OP�R <br /> ANCIIORAGE. MIAMI-DADE 0C:O: <br /> 7.7.-TtiF 5t7�SPEClFIC PROJFCT GRITF.RIA,SUCN A,9 EiUT NOT LIMITED TO,LOGAL COD2 f�OUIREP+IENTS, DOOP.ALLOWAf3LE DE5IGNED PRESSURcS <br /> DESIGNED PRESSURES EiC. <br /> 7.3-THAT TI1i5 APPROVAL IS ADYQUATF FOR A SPECIFIC PROJEGT <br /> OD L G I 7 L'O-SH .1 OF 21 T BLE I ^��`11ro��W�OpD�Y��NIIIf At <br /> B-WO00 Hi)CK9(I X AIvC 2X)BY CTt1ER5,MUST 6E PROP2RLY ANCHORED TO TRANSFER LOADS TO TyE MODEL GT I I 75 FS -SFIEET 2.I OF 21 TABLC'2 py�pulA4g CaJc <br /> STRUCTUeL. FRliME ANGFfORAGE-SHL'ET I 3 OF 2 I TABLES 3 B q p���r.c�a r_,zc i"i <br /> NOA/.1's=�r 7�.�z <br /> 9-DI531MILAF�AAtER�AIS:ALUMINUM CGNiACTING MATER(ALS NOT CONSIDERCD COMPATI9LE SHAII BE REPQRTO EACt1 N.OD2L Tl'PC YOR t,flw�ieie P�d{�+o�T <br /> PRO'it'CTY:D FS PER 7FiP REQUIRP.MF.NTS OP TNE 2010 FLCRIDA BUILDIhG CODC,SCG710N 2003.8.4. �LLOWABIE DE9IGNCU PRCSSURPS AND 512C5 <br /> By?,S`� � �I.,.,1. <br /> �..rr:�.:..._.�a. <br /> -------------------------- LEGEND: <br /> INSTRUCTIONS 70 USE T�1I5 DRAWIUG To vE::IFY DOOR ADFQUAC PRESSURE F�O:FULL BREAKAWAY OPCN <br /> F5:FI%ED SIDEIJTC <br /> STCP f-uF:ECT!GCN2GV.NOTE A:DEiCRh11NF PROJECY DESIGNEp PRPSSURC fDP)AS INDICATED. Ptl:DDOR PINIStfED tiCIGN i DATe: t 0/10/2013 T <br /> PW OOOR PI�13HE0 W1DiN SCAL2:NA <br /> STEP 2-SNE�i 2.I SELECT AILOWABLE PRESSURC U51NG TABLfS 7 Olt 2 BfSEU ON DCOR DIt.4"N510N5 A4D MODEL M'C. pM:DOOR MODUI� DESIGN 6Y:PPMP <br /> DOW:DGOROPENING W1DT11 <br /> STCP 3-StICCT I 3:SCLCGT PRAMC ANCY10W4G ALLOWABLE DESIGN PRESSURC CMACIN FROM TAfiIP3 3(5111)ANO 4 DOF1:CCOR OPCNING t1ElG117 <br /> (IiEAp�RJ. SCLPC7 JAMD ANCttORS PER MCOC:L TYPI: DLO�DAY{.IGtiT OPCNING <br /> CVR�CONCCAL[D VCRTICAL ROD SHEEf DPv4WING N' <br /> STEP 4-7t1E lDW:ST ALLOWABLf DESIGNED PRE55URE FROM 5?EP 2 hVD 3 SIIALL APPLY TO TN?CN(IRE 515TEV M1D C.D. CDGC CISTANCE ' I OF 2 I I 2-09 1 <br /> MUST 8E GRYNTER OR EQUAL THAN Tt1E PP.OJECT CESfGN PRESSURE(pP)PR;JM 57EP I --- <br />
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