My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
14-14813
Zephyrhills
>
Building Department
>
Permits
>
2014
>
14-14813
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/23/2015 10:41:49 AM
Creation date
6/23/2015 10:41:37 AM
Metadata
Fields
Template:
Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
14-14813
Building Department - Name
ZEPHYRHILLS FIRE DEPARTMENT
Address
38410 6TH AVE
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
135
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
THIS D41G PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR <br /> (66-Zephyrhills Station ��2 -- ** - CJ33) <br /> Top chord 43TSC2 75 1.5x2.75-43-55KSI Fasteners=l4AMD Circles show the min no of blue 14AMDB1 25 fasteners and <br /> Bot chord 43TSC2 75 1.5x2 75-43-55KSI squares show the m1n. no of red 14AMDR1 5 fasteners per member See DWG. T5011 <br /> Webs 33W 75x.75 75x 75-33-45KSI :W1 33W 75x1 5 75x1 5-33-45KSI for details <br /> 149 mph wtnd, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere 1n roof, RISK W1nd loads and reactlons based on both MWFRS and C&C <br /> CAT III OR IV, EXP B, wind TC DL=5.0 psf, wind BC DL=5 0 psf GCp1(+/-)=0 18 <br /> Provide connection for Right end vertical not exposed to wlnd pressure <br /> gravity and upllft reactlons shown <br /> In 11eu of r1g1d ce111ng use purllns to brace 6C @ 48" OC. <br /> Bottom chord checked for 10 00 psf non-concurrent live load <br /> Deflec[ion meets L/360 live and L/240 total load. <br /> See TS standard detail book for truss to truss connectlons Non-standard connections to <br /> be designed and approved by a Registered Design Professional <br /> (H) Structural fascia attached Fascia deslgn and connection by others. <br /> �I <br /> 3 25 � � <br /> 1-4-13 <br /> 4 1 1 1- -1 <br /> (H) <br /> 5"12 <br /> I�I 1 <br /> !� 1 �i OO <br /> R=-179 U=140 W=3" <br /> � 3-0-0 �a�lili7 t JI� <br /> r 3-4-15 Over 3 Supports-�����--�Cq �f�pP� <br /> �.r R v <br /> R=160 U=130 `q`` � • � ° °v_-4� �O�P <br /> RL=100 ,�°°��`e �,,��C' `���. nO��� <br /> ,�� � o � <br /> a~'. V No. /UC7<iJ �P w <br /> ° O p <br /> GALVANIZATION - G60 Design Crit. AISI S100-2007/52-10 ��1m�o ~ :2 FL/-/4/1/-/R/- Scale =1.25"/Ft. <br /> /� '`*WARNING*� 1��SSCS NFUIIIRE�rrrua c.,r.c w F)BY,I(F71NG. IIdN�LINL.SIIII'VINL. IIISfALlIN4 0�,� TC LL 20.0 PSF REF R6384- 40659 <br /> / \ 4N0�Y.Af.�NL, i1NIC55��III[Y,IIISL IN�ICTIFII lill��:IInY,II 51111L IIAt'I I•Y.��YEI!LY alla�,HLO CII;IICIIIk.�L � �. TATE OF � �b <br /> A 7 7�7T7� v�,ueis e�io uonoi+umeu sn.0 nnac A I'NUPEPLY�n.cu�n r.mio ctiun�.. v� O otl .o �` T� DL 15.� P$F DATE 03/28/14 <br /> L'1Lr11VL <br /> 7'RUS STEEL **IMPORTANT** rneuisu�cnrr��i nus ur>icx io nie iusu,iuii��e coNieacroa NFACINf �✓d.�\ m C(�E��DA-�\ �C�1� BC DL 15.0 PSF DRW MOUSR6384 14087016 <br /> 0[YIGIE�UII 1111$I1CSI��tI IS�IIlLY F�IF IiICY41 <UPI`uY.l JI IPIISS IIfIIIICY.S IU RCIIIICC NIICY.IIN,L[Nf.iIIC. �d,�JI��U O e O( • 0 QY \'�Z�� Dl. LL �.� PSF MO-ENG BWC/BWC <br /> hLL OESIGN. n7iatNNENi ?NO INS�aII.+IION��I IEIIPOP.eRY 4qU P1R1141fNI pF.FCINf.. iU FCSIS7 LP�fPOt ��� O�I�L V�,� <br /> rorces aNO imio rruss�s riu�w suau n� IIIE RESPfiNSIbILiI'I or OINCRS. Iil!IfI11LUI01.LUtIPOpfH15 i:oour � 1;1g�;j}Js����8�2014 TOT.LD. 50.0 PSF SEQN- 13585 <br /> ITWBuildingCamponentsGroup,Ma iHr Suau xni nr r.�svn��siei[rnx�irc oo�io-uox rxnn nns mstrx vr wumwa. suu�rixr, wsi�uwr� <br /> 'U3 <br /> Earth City,MO G045 ^�+o BNACING Of mnss�5 ,+�i umuiccr.•s sEOi nu unz oeeuiur,,,rruis oN�r in m� nrsirri nr ni�n:u.s <br /> FLCOA#0278 UCYICTEU HENC 2rm su<u xor NE 1!CLI[U UI'OII�II Al1Y O�IICN H,r SPAC I NG 24.0" JREF- 1U516384Z01 <br />
The URL can be used to link to this page
Your browser does not support the video tag.