My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
8039 Broad Pointe Dr
Zephyrhills
>
Building Department
>
Building Plans
>
8039 Broad Pointe Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 3:01:50 AM
Creation date
2/24/2025 9:57:38 AM
Metadata
Fields
Template:
Building Plans
Street #
8039
Location
Broad Pointe Dr
Contractor
D R Horton
Building Plans - Permit #
916
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
26
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
2x4 BLOCKING BETWEEN TRUSSES <br />(2) 2X4 No.2 SYP DIAG. WHERE X$RACING IS PRESENT AT <br />BRACE WI (3)12d ® EP .+ n r ier cuceruiun_ eceuc� <br />TRUSS (DIAG. BRACE <br />COVER 5 TRUSSES) <br />0'-0- TO W-0" (1) "X" BR <br />30,-1" TO 60'-0 (3) "X" BF <br />(1)..X" BRACE 0 CENTE <br />(2) "X" BRACE DIVIDED <br />FROM CENTER TO ENO <br />PLYWOOD SHEATHING, SEE <br />"ROORIWALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />tx2, 2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/ (3) i6d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES 0 24" O/C, <br />tx2 SECURED WI 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />12" O/C <br />AND APPROVAL SECURED WI (2)12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />W/ HIP RETURN SCALE: 3/4"=V-9' <br />VTCR SPACING (1) AT FA <br />AND 6'.0" O <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />L SCALE: N.T.S. <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT PRE <br />O <br />-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />W/ 112" DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/12d's 6" O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2)1 Od's @ EACH <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwabdosipgroup.com <br />AA t: 0003325 <br />a <br />�i.. <br />L: <br />aysary & LOT: <br />ABBOTT PARK <br />LOT #4 <br />BLK #15 <br />PROJECT# <br />04181.000-04151 <br />MODEEa <br />4EAB <br />"1672— ARIA" <br />GARAGE BMWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />
The URL can be used to link to this page
Your browser does not support the video tag.