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15-16539
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15-16539
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Last modified
6/15/2016 8:56:55 AM
Creation date
6/15/2016 8:56:54 AM
Metadata
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Building Department
Company Name
WEDGEWOOD MANOR
Building Department - Doc Type
Permit
Permit #
15-16539
Building Department - Name
VIRGIL,GEORGE & JEAN
Address
37408 TEABERRY LP
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i <br /> i <br /> i� <br /> il <br /> I <br /> �', <br /> � <br /> 14G0.[ENTER HINGE ATTRCFgD 13 GR LONMERLIN. <br /> �3 G0.WLV,L@1MERCIRL o V�U1 1/4'%3/0• � 2. TOP FI%TI1RE qTTFCHED V/ I <br /> TOV ROLLEN HRACKEi HEX NEAD SCREVS f<)���'%3/0'HIX NEAO SCREVS <br /> ATTALHED V/(�)1/4'z ° pDJUSTABLE SLIDE HRACKET ATTALI�O <br /> 3/�•HE%NEnD SCRE4S � V/(2>3/16•v 3/4•BOLT AND NUTS <br /> PER BRACNET 3'20GA STRIITS ATTACHEO <br /> V/(2)1/4'x 3/�' O 25 GA SKIN(N600 6M650) � <br /> HE%I�RD SLNEVS AT 4 2q GA SKIN cM970) �i <br /> _ . _ CENTER STILE <br /> - DJUSTAHIE ROLLER CARRIER j <br /> A ALHEO V/(2)5/16•x <br /> 3/4•BOLT 6 NUT PER .�-��:^ <br /> BRACNET <br /> TYPICAL TOP Fl%TURES SEE PAGE 2 fOR OPTIONAL o <br /> N.LS. GLAZED SECTIONS STRUT , <br /> SPLICE 7FiACKS AT THISI�OCATION <br /> iwa si7LE LAmUT TYPICAL CENTER HINGE W/(4)1/4'-20 TRACK SpLICE <br /> SEE fTr18LE E)�N PnGE 3 FOR 2 BOLTS k NUTS,SECUREI�fO JAMB <br /> RECOMMENDED SECTION COt6'IGURFTIDN N.T.S <br /> 5 A vnni(a�s/�a•oin.x�f;s/e' <br /> 1 S LAG BOLTS � <br /> HOTT@I HRACNET <br /> • (SPL]CD <br /> 2'20GA.STRUT ]3 GA.TH1CK ATTACHE➢ �7�5�16�DIA%1-5�8�! <br /> �� ATTACHED V/ ' V/(3)1/1'%3/4• <br /> (2)1/4'X 3/�' {¢%N[AD SCREVS lAC BOLT ATTACHED TO JAMB <br /> NEZ HEan sckEVS F,- ;, AT EA.JAMB BRACKET �, <br /> T pT END ANO CENTER <br /> �� STILES I ENO HINGE <br /> 3 °.e: �,�0. � �, <br /> �TMR�a� 12 G0.GALV.57E0. <br /> � JAMB BRACKETS �i <br /> A7TACHED W/(1)1/4�q+20 <br /> D 2'10 HALL STEEL OR 10 BRLL TRACK SPUCE BOLT&IIUT <br /> THROUGH <br /> N�SsNEniS "f ^ H NYLON ROLLFR V/Y STEN OR(2J RIVETS li <br /> C. �t <br /> ���TY TYPICAL BOTTOM BRACKET�� B 4 <br /> �yTS `T 3'�20 GA STRUiS � <br /> C fD PER SECTIDt1 I <br /> 6 STILE STI�FENERS fi) � <br /> B LOCATEO IN HINGE 1mlE(S) <br /> ��� ���i ON TOP SECTION ONLY A !� <br /> �� A I, <br /> H0.ES FOR STRUT Y x 20 GA STRUT <br /> SEE TABLE 4�N PAGE 3 A — —p7T�CNMENT_(IF_STRIIT <br /> tl>_ON_B�T7011_SEC71@! <br /> FOR STIIE PLACEMENTS IS RE�UIRED) / —SEE-CTABLE-3)_ON_PAGE 3 <br /> EE c7AeLE 1)PpGE 3 FOR JAMH HRACKET SPqCING <br /> FOR STRUT SPAC]NG . . OTfOM BRACKET � <br /> 9�'a�� � A7/TACNm/ <br /> INSIDE ELEVATION VENTS PROVIDE 70 sy in. �''��'���, HEX�HEA6 scp�is• TRACK CONFIGURA710N FOR 6'6" UP TO 14'TALL DOORS <br /> N.T.S ��s¢InFOR OPRONAL - _ N.T.S. <br /> VENf)OP tMOHSTRUC7ED <br /> AIR FLOV EACH. 0 <br /> O CONT.STEEL RETAINFR <br /> O W/CONT.BTM SEPL <br /> 14 GA.END H1NGE qTTALMED REY OE3�W7 ff IR�L9Mb DAIE BY �; <br /> ° W 2>1/4'x 3/1• A UPUAIFD TO FBC 1010 1I/19/12 p�I 1 <br /> F¢X NEAD SCREVS TYPICAL STILE STIFFENER O SECTION A-A ($IDE VIEW) <br /> 3'20G0.STNUrS N.T.S. B IDDFD�A7➢IC NOIE �P�IO 1 IdR I <br /> RTTACHED V/(� N.LS. <br /> 1/1•x 3/a•F¢x m MAX SIZE a �ep�een��ae c^e <br /> NEAD SCREVS TO ENO�STILE�2)1/1:T�3�' TVD(2)ROVS OF THREE(3) 9�k 14� '�^o �ooe1 �, SHf(�,j��►� eV <br /> HEX HERD SCREVS PER LRRRIER VENTS EOUALS IS 5�.INCHES INTERIOR OF GARAGE �y� Q,5 Fj�d oz <br /> OF VENialn7lrnu. DESIGN LOAD �^ ,�0,���,e°��ENSF•, � Q <br /> +26,7 PSF O,+ V � <br /> -.:-.���,: �n. MAX.WIDTH 8�0� -31.8 PSF �4 +,��e � cr 2 <br /> � �'� 2'10 HALL STEEL OR 10 eRIL Y W_ N.O OGi` <br /> o NYLON ROLLER V/5'STEN ��� aa n ,� •I;*�� <br /> L A R G E M I S S I L E O TE57 LOADS �d ��: � <br /> TYPICAI END HINGE � +40.7 PSF 9� p.�; rJ �j(z��.�'c <br /> N.1.S 3 DESIGN LOADS -47.4 PSF 3 �'J <br /> I M P A C T R E S I S TA N T +,2°.Z�S,Fi S�No,�Z E- �-�•. sT``'` °� .`,� <br /> -142.2 LBS/FT � ` <br /> (7)5/7e'oia a 7-s/fl• 2 x s sm on srF OPTIONAL VENT DETAI� <br /> u�tGe �a c°d;;i^e��n�i9ar`e,��o LL <br /> UC BOL7 ATfACHED TO JAA1B (N0.2 OR BETIEfl) 6 SGE4iiC�110N5 M'0 N01F5 ,M���T E 2 Mdd�y�r;•^+.>.. f.t���9� 3 <br /> ATEA.JAMBBRACNET N.LS. ��4J�}�f�^C^.a� N�7 <br /> iitov 1NE IR.Wf�TfE�L0/019�ia.WSFA�NE➢TOm711E 4LITCAL�JA�YKBS�a' RESISTANT €�F� a�pareo¢sab�;90� I� <br /> OPTIONAL STpP ME Nq020NTAl J,WB ON NCAU61 REf9VE5 NO POR110N Oi THE tDAO <br /> 20 GA CENTER STILE MOLDIN6 T4NSiFtlqm iHO4 ME Doai. <br /> ].EAOI Wt11GL.WIB4 REC�KS YNGYVY DF9GN LO�OS Of] �! <br /> \ HR0.21D5/1T k -1�22185/R a� <br /> J.DOOHS M'D HMOWM[Y1LL B[�CSIGNE0.W�MUfAC1Mm <br /> ANU MSTNIEO MM STAN�MDS AS SET�tltM 6Y D�540. <br /> TME ME7H00 OF TESTNC WAS IN SUBSTANTIAL 4 DOpI SECna15 91ALL BE TS C/.Yx(.a1Y7 Pq1ID iqlum 11CNT ]67 CpRR7AGf COIIRT VINSt�N-SALEH,NC. E1107 VVV�RLOM � <br /> CONFOFMANCE Wi7N THE PROCEDURE DESCRIBm IN ASTM w�w[aa,u wurtr <br /> E3J0&E1996,AND DASMA 108 k 715.7HE PPESSURES S SuPPamwo rnNCiuM1 UE�FNrs 9iALL BE omcr+[D � <br /> 2o C0.CALY.S7EEL SHOWN ON THE DRAN7NC5 WERE CALCULAlEO USINC ASCE BT A NE.fFllii m PROiF59IXlAL CNWNEEA NP YdNO LOILS MODSL �J850 OAl{SUhAfIT SERIES 1000 ZOOO <br /> NDIC�IED VI 11U5�MNV16 W FDDI110N TO OINQi LOMINGS <br /> END STILE 7-70 Wi1H THE FOLLOWiNG PARAMElERS(5 FEET OF DOOF MODEL �J800 STRATFORD 9ERIES 1000 k 2000 <br /> �/is'o��eo�rser0� WI07H IN THE END ZONE,ROOF AT ANY SLOPEJ; �µp'�usp,�q "��,°,,,,°,�„_15 w�„�o°vx°rv�ASrz uUN°�az a�"�um MODEL �850 HERITAGE SERIE9 5000 k� 000 <br /> 1/4-20 x 5/B•TRACK N1ND SPEED(MPH 168 152 145 1J0 133 ra1 nErtxEr+Cd av EanvNfAr MWUCIS Fai xtxolo�D MPnovIL <br /> SPLILE BOLT FN➢IiIT 2'CALK 57EEL TRACN E%POSURE IEVEL B C C 0 D �•p�ro T'���T��AGf]idl/DOITWA�OOON MU1H5 gff pp�{gry 8Y GRC DAIE 11 8 09 DAAYdNC�IUI�R <br /> OR(2)RIVETS TRACK TNICNNE55,OS1' MEAN ROOF HEIGHT 30' 15' 25' 15' 25' ��°�d P�p� r I <br /> TRACK MOUNTING DETAIL 6 V/iNp.STMIP POES N07 6iECT MWDLOAO CAPABMIES B �p�pp g� s�c oAt[ u�a/o7 IRC-6009i d30-15—I <br /> N.LS. <br /> 9@l I OFI'J <br /> I <br /> • <br /> I 'i <br /> � <br /> �_ <br /> — <br />
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