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14-15841
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2014
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14-15841
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Last modified
11/9/2015 10:01:11 AM
Creation date
11/9/2015 10:01:10 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
14-15841
Building Department - Name
JOHNSON,FAMILY LIVING TRUST
Address
38817 10TH AVE
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14Gh CENTER HINGE ATTACNED 73 GA COt41ERCINL <br /> 13 GA GALV,COMPIERCIAI � V�C4�1��• 3�4• 2� (1)P1/4�'xR3/4 NE%HEAD,SLREVS <br /> TqP ROLLER HRNCKET HE%HEND SCREVS ppJUST�HLE SLI➢E HRIICKET ATTACF�D <br /> ATTACHE➢V/(4)1/4•x V/(2J S/16'x 7/4'8aT ANO NUTS <br /> 3/�'HE%HEAD SCREVS � <br /> PER BRACKET 3'20GA STRUTS ATTACHED <br /> V/Q)1/4'%3/�' O P5 f.A SK1N M600 FM650) <br /> HE%F�AD SCREVS AT 4, 21 GA SK1N(M930) <br /> CENTER STILE <br /> - JUSTAHLE Rm.LER CMRIER <br /> R FClim V/(2)7/16'ft <br /> 3/4'BOLT 6 NUT PER '•'.e�r�.'�> <br /> HRACKET <br /> TYPICAL TOP FIXTURES q SEE PAGE 2 FoR oPTte.al <br /> .N.LS L GLAZE➢SELTIONS STRIIT ✓� n �� SPLJCE TRACKS AT 7HIS LOCA710N <br /> 5[E cTne�E 2)oN rncE 3 Fm+ �+o ST1LE uY0U7 TYPICAL CENTER HINGE / o � W/(4)1/4'-20 TRACK SPLJCE <br /> RECONMENDm SECiIIP7 C�FR'IGURA7ION � N.i,s G BOLTS&NU75,SECURE TO JAMB <br /> vnni(s�s/�s•oia x rs/e' <br /> 1 A LAG BOLTS . <br /> s <br /> HOTT@1 HRNLKET (SPLICD \ <br /> � 2'EOGA.STRUT - 13 GA TI9CK NTTACHED (7)5/16�DIA x 1-5/8� <br /> A7TAC1¢D V/ V/(3)1/4•%3/4• LAC BOLT ATTACIIED TG JAMB <br /> (2)1/4'X 3/4' Fff%NEA➢SLREYS <br /> HE7f HEAD SCREVS AT EA.JAMB BRACKET <br /> T �T EN➢ANO CEMER <br /> �) SiILES o e � QID�WNGE <br /> 3 �°� <Txaoucw tz ca cuv.s� <br /> � JAMB BRACKETS <br /> D T ACKHSPLICE BOLT/k•NUi <br /> 2']0 BpLL STEEL OR 10 BALL <br /> �.�mneS�ts � ^ Tl�UGH NYLON ROLLER V/5'STEM OR(2�RIVETS <br /> NNi C�lA�R1iY Y �� <br /> TYPICAL BOTTdM HRACKET/ � \ p <br /> KT S -* 3'x 20 GA.STRUTS <br /> � (1)PER SECTI@7 <br /> 6 STIIE STIFFENERS tl> <br /> H LOCPTED IN HINGE HOLEfS1 <br /> �—— _�— A dY TOP SECTION ONLY <br /> A <br /> NmES FOR STRUT Y x 20 G0.STRUT <br /> SEE TABLE 4 ON PAGE 3 � A ATTACHMENT CIF STRUT /(�)pN HOTTOM SECTION SEE fTABLE 3)ON PAGE 3 <br /> �R S71LE PLACEMENTS EE fTABLE U PAGE 3 IS REOUIRm) FOR JAMB BRALKET SPACWG <br /> FBt STRIIT SPACING a .�y.�-.. r• OTfON BRACKET <br /> 9'-0'HA% �),��.a,�... ATfACNm <br /> INSIDE�LEVAIlQN VE1S PR�VIOE 70 s In. ;�O�n w&(a)V<'.3/a' N T SK CONFIGURAiION FOR 6'6'UP TO 14'TALL DOORS <br /> (62 spTFOR�P _ H HE1�SCREWS <br /> N.T.S. yEtt��UNOBSTRUCTm <br /> RIR FL�V EACH O O C0�17.SIEEL RtTAINER <br /> W/CONL BTY SEAL <br /> o O �y p�llpq pF RNypl6 OAiE BY <br /> p 11 Gq.EN➢WNGE A7TACHED � A ' �¢9AlE�TO FBC 1%0 11�19h2�p <br /> V/l2>7/4•x 3/1• TYPICAL STILE STIFFENER <br /> xex x�nn suacvs - ° S TION A-A D VI W) <br /> 3'20GA STRVfS N.T.S J F _($J. F F B AO�FD QAID7.NOIE 11I�Z� <br /> ATTALIffD V/f2) N.TS. ^ cn <br /> v,•�a�,•tflc MA%SIZE m e�netuutnpe�i -ry <br /> l�FD SCFEVS 14GA R�LLER LRRRIERS ATTRLXED 9�%14� �e \\ �, S�E�n,. D <br /> TO END ST[LE V/f2)V�'x 3/�' N�UJ ROVS OP THREE(3) ao 6 ,4/F � � <br /> HE%NEAD SCREVS PQ2 CARRIER VEHfS E�IIALS 15 50.INCHES INTERIOR OF GARAGE ,aj p e? <br /> OFVENTALA710N. D+Y6.7LS�F �� 4*�p��r'�?G�nlgtF�� / e <br /> :co�r..�++ ���, MA%.WIDiH 9'0° -31.8 PSF �LL •°�tid� PvD 00 � �'.'I��� <br /> '�"t�= 2'10 HALL STEEL OR 10 HALL �� W '9' <br /> o NYLON I30LLER V/5'STEH �� 7E$T LOADS 6° ^�p 1� *� <br /> TYPICAL END HINGE 3 L A R G E M I S S I L E � DESIGN LOADS� +40.1 PSF p� „,.�; (�/ �LL"•g�'¢ <br /> ".T.S IMPACT RESISTANT -47•4P� �- �� . 'T�;` °r :V <br /> +,2�.2 LB5/FT <br /> -742.2 LBS/FT SEE NOiE 2 �GE '�"e � .�'•e� P e�'Z'� � <br /> (1)S/ts'DiA x 1-S/s' 2 X 6 sta aq 5PF OPTI�NAL VENT DE7AI MI59LE �3 ,��e��;?t�' C?\0°ti3 " <br /> LAG 60L7.A7TqCHED 70 JANB (N0.2 OR BEilElt) 6 svecnunars.wo Hohs IMPACT E 2 jd03�S ��O�� „�? <br /> AT EA JAMB BRACKET N.T.S iNax t cEi�Ma(1�1E�LOb a Rmu s Rm oq�Y Ri cA�Jnuas�� RESISTANT €'^F L °'�ac a�azs o;�°y�� �ou°`i <br /> �PTIONAL 570P iNE HqU20NTAL JN1B M HG�k]t RECFIKS ND PoP710N Oi 7NE IOAD <br /> 20 GA LENTEfl ST1LE M��D1NG �p�j�yp P�yWBS NECFJ YAl0YU4 DE94N LOMS OP. <br /> ,z��,� a _,.��� arr <br /> ].DOOF$AND XIAOWMC M1LL BE OC9GHED,YANUfACNND � <br /> A!m plSfALLID'MTH 5T/NDMOS AS SET fq11N BT OAe•�� <br /> 7HE MEiHOD OF TESTNC WAS IN SUBSTANTIAL L DDON SECIIONS 9fA11 9E L'6l YPL(.0187 ROLLID FOflYm IIdR 163 CARRIAGC fA7URT VINSTON-SpLEM,N.G'27107 WVNWR0.COM <br /> CONi'OftMANCE INTH 7HE PROCEOURE DESCRIBED IN ASTM fAYYfAO/1 WNItt <br /> E330&E�996,AND DASMA 108&115.tHE PPESSURES b SUPPqi1Bl0 ST�+VCNWLL M�EN15 9vi1 BC OE9q1ED <br /> SHOriTJ ON 7HE DfiAri7NGS WERE CALWLAIED U9NG ASCE er�r�crsmm vaoc6sowt wcwFEn Nn�xxo�a�ns MODEL�850 OAI{SUMMII'SSRIES 1000 & 2000 <br /> 20 GA.CALV.57EEL wo�c.aen a nus on,�xwa w nornnox 10 onim teuwcs. <br /> erm rn� 7-10 X7Ti 7HE FOLLOYdNG PARAME7ER5(5 FEET OF DOOR MODEL//600 STRATFORD SERIES 1000 de 2000 <br /> 7/16'GIA BoLt RE7NNER {y�D7H W 7HE END ZONE,ROOF AT ANY SLOP : a"�����N+o oisiweu�s arwce ooaas uxou u�++r <br /> (1)PQ2 ROLLER � BR.WD UPELS PlFlg SFE/LMN-WM1i/�LT1r'iED PRNAIE Uff�dMT HODEL�950 HfiRPfAGE SERIE3 1000 k 200D <br /> 1/4-2D x 5/B'iRACK N1N0 SPEEO MPM i6B 752 1�5 738 133 iDN PErWENCC of Ep1IVNFNT VROOUCis FUN WNDtD/�D APPiroY/J- <br /> SPLICE BmT AND NUT 2'CALV.S7E0..7RACK E7�OSUftE LEVEL B L L D D ].RFTFA TO TABIFS ON iNE PACE]Fqi AODIIIMUI OOON M1D1H4 � ��gr � p�7[ 11�16�09 ORAYlNC MII�R <br /> OR(7�RIVEiS 7R/�CK iN�CKNF55.Q51' uID n�Ew nmw ekEiSVnfs <br /> TRACK MOUNTING DETAIL MEAN ROOF HEIGHT 30' 1S 2S 15' 2S 6 YANA SfAMP DOFS N0T ViECf MIMOLOAD CAPAB6ITC. <br /> B a¢aao er e�s ah u�e/a� IRC-6009-130-15- <br /> KT.s 94l I OF J <br /> ' �i <br />
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