My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7435 Gall Blvd
Zephyrhills
>
Building Department
>
Building Plans
>
7435 Gall Blvd
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 3:59:19 AM
Creation date
2/19/2025 2:15:51 PM
Metadata
Fields
Template:
Building Plans
Street #
7435
Location
Gall Blvd
Contractor
St. Joseph Construction Inc
Building Plans - Permit #
7533
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
14
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
- S_201_PDF PAGE 1 - 1/15/2008 1:58:01 PM <br />I <br />M <br />L <br />4/5-20 <br />K <br />H <br />GI <br />F <br />51MP' <br />EA <br />C <br />2 <br />BLOCKING DETAIL <br />3 <br />0 <br />5 <br />BLKG A5 <br />REQ'D <br />0 UL 2Q <br />1 3'-G" <br />O <br />N FACIA G"x 12" SOFFIT VENT <br />m SUB -FACIA G LOCATIONS <br />FACIA <br />_ �51-115-FACIA <br />m <br />T TO FIT <br />.NAIL EVERY <br />55 SPACE <br />w <br />> <br />TRUSS <br />o <br />L A345 <br />— N <br />PANEL <br />L <br />EF G/5-202 <br />3 1/2" <br />/ 9 1/2" <br />PARALLAM <br />7 <br />LINE OF <br />1'-0" CONC <br />CURB <br />F 5/5-202 <br />5/5- <br />I I '-9" 1 '-0" <br />PRE-MFR WD <br />TRUSS (DO) SITE -BUILT` <br />24" OC DORMER <br />REF 1 /5-202 <br />5MNGLE5, <br />15# FELT <br />19/32" 05B <br />COL WRAP REF <br />5FEC5 (TYP) <br />1155 5"x5"x 1 /4" COL <br />GxG 10/10 <br />WIRE ME511 <br />3' G° <br />4'-0" — <br />(2) #5 @ <br />r4 I (EDGE CONT <br />1 /2" EJ 1 /2" EJ <br />1 <br />REF 5/5-2011 1 <br />CANOPY SECTION <br />ALE: /8" = 1707 <br />5 G <br />0 <br />9 10 <br />II 1 12 1 13 <br />PRE-MFR WD <br />TRU55 (BO) <br />TRU55 BRIDGING <br />24" OC <br />REF I /5-202 <br />A5 REQ'D BY <br />5H NGLE5, <br />TRUSS MFR <br />1 5# FELT <br />TRU55 BLKG <br />19/32" OSB <br />O� <br />REF 2/5-201 <br />MET DRIP <br />m <br />EDGE <br />REF 3/5-2 2 <br />FACIA <br />SOFFIT <br />SUB -FACIA <br />3 I/2" x 9 I/2" <br />PARALLAM <br />COL WRAP REF <br />H55 <br />SPECS (TYP) <br />5"x5"x 1 /4" <br />0 <br />COL <br />w <br />GxG 10/I0 <br />=lc�l <br />�- <br />WIRE ME511 <br />REF 5/5-201 <br />— <br />TYP <br />(2) #5 @ <br />CONC 15LAND <br />EDGE CONT <br />REF 2/5-202 <br />9'-811 <br />DRIVE <br />LEVEL <br />#4 HAIRPIN <br />- <br />IT <br />TIE @ 10" OC — I I <br />1/2" EJ <br />TYF <br />1 <br />(4) #4 @ COL <br />FTG (TYP) 8" — — <br />0 <br />m <br />1 '-0' 3'-0" <br />G'-8" 3'-0" I-0' <br />14'-8" OVERALL CANOPY WIDTH <br />3 CANOPY SECTION <br />5-20 1 <br />ALE: 1 /4'' = <br />I '-1 <br />BLKG c. PRE-MFR WD 2xG @ 24" OC MAX (TYP) <br />KEO'D TRU55 (DO) 5Pr_ BUILT <br />\ 24" OC DORMER �2x8 RIDGE BEAM <br />REF 1 /5-202 <br />I <br />.1 ti <br />I' ¢ <br />Ei 3/5 20 <br />u 1/2" I12" <br />1Z <br />w <br />COL. WRI t '.._:i > <br />5FFC CC (i y_ o <br />w <br />LL <br />U_ <br />viuDULAR. BLD. BYw0 <br />C� <br />0 <br />1155 5"x5"x 1 /4" COL m <br />LINEof FINiSt�IEL �� _ <br />FF{.CE OF BLDG O <br />\ 0 <br />GxG 10/ 10— <br />WIRE ME511 <br />10, <br />2) i <br />r / EDGF w <br />1 0'-3" <br />1 /2" EJ -- - '2" <br />it <br />C° DIMENSIONS ARE <br />FROM THE FIN,5HED <br />= - FACE OF BLDG <br />8 9 , <br />10 <br />CONC 15D <br />REF 2/5-21 <br />5TL BA5E <br />REF 4/5-2 <br />`r I " NON-5H <br />TOP OF GROUT <br />FTG. <br />N <br />(4) 3/4" X <br />BOLTS-4 <br />PLATE <br />(4) #4 EW <br />TOP BO <br />FTG <br />14 <br />1 15 <br />1 16 <br />° E <br />C) ° a� <br />LLJ s4� E o E o <br />E <br />W E <br />LL N U 7 CD <br />7 <br />n� <br />O s 41 <br />O <br />L <br />j CQ 7 L <br />o S <br />U E L <br />m �ma�� <br />n 1 U <br />1--- 75 U -Z m U n <br />v <br />K <br />— <br />7 <br />REVIEW -,, `M 16 -C),X <br />CD <br />CITY OF Z:f, <br />L <br />v`�"k�,3iGa <br />J <br />s � <br />L <br />O E zu <br />ALL U'ORK SMALL COMPLY <br />G� N C) o <br />1 REVAILING CODES, FLORIDAE�, <br />�� v <br />fl <br />j <br />CODE: NATIOMU ELECTRIC AD <br />C '"y OF �I � COD$ �1 <br />R-IELS <br />`n <br />ORDINANCES <br />W; <br />c <br />SEAL <br />5 )COLUMN FOOTING <br />5-20 I -ALE: <br />4IMFORTANT NOTE <br />IT 15 THE KE5PCN5113ILITY OF THE GC TO REVIEW AND <br />I �} I I REFERENCE STRUCTURAL NOTES FOR IMPORTANT <br />l� INFORMATION ON 51TE PKEFAKATION FOR ALL <br />FOOTINGS/FOUNDATION BEFORE ANY CONCRETE 15 <br />FRAMED AND POURED <br />II 12 113 <br />3'-0" <br />,pep <br />rr..i nts provided withplan(s) <br />onald <br />1420 W. Mockingbird Lane, Suite 540 <br />oberts Dallas, Texas 75247 <br />Phone: (214) 637-6299 Fax: (214) 637-6997 <br />Associates, Inc- http://www.rara.net <br />Consulting,Engineers <br />14 15 IG <br />H <br />SEAL <br />Ce. <br />10 <br />I <br />)NT <br />YP) F <br />z <br />E z <br />0 <br />U <br />Cz <br />D <br />z <br />O <br />C n <br />w <br />ry <br />155UE DATE <br />B <br />DRAWN BY: M. TURNER <br />CHECKED BY: M. TURNER <br />PROJECT#: <br />050-07-4570 <br />SHEET TITLE: <br />A RIVE THRU CANOP` <br />SHEET: <br />5-201 <br />SHT: OF: <br />
The URL can be used to link to this page
Your browser does not support the video tag.