My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6801 Shelby Lynn Way
Zephyrhills
>
Building Department
>
Building Plans
>
6801 Shelby Lynn Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/24/2025 12:00:31 PM
Creation date
2/19/2025 9:41:02 AM
Metadata
Fields
Template:
Building Plans
Street #
6801
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
1520
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
23
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
3 <br />— BOND -BEAM <br />f—GONTIN. PREGAST HEADER <br />W GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />GAST-GRETE GAST-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MJh50NRY PIER DETJ�IL <br />L 5GALE: NT5 TRIPLE WINDOW 51M. <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 5IMP50N ET EPDXY). <br />2. PROVIDE %" DIA. HOLE FOR <br />DOWEL, BLOW OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />INSTRUGTIONS. <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT SHOWN <br />HERE <br />FUTURE S" GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EXIST'6 I 1 IN GROUTED CELL <br />SLAB, EPDXY � DRIVE <br />#5 DOWEL, PROVIDE MIN. I - <br />30" LAP SPLICE I I I O <br />r <br />d <br />r�J <br />6RADEEE — <br />RETROP 1 T DETA� I L <br />P SCALE: 3/4"= I'-0" <br />2x OR 1" 055 <br />DEGKIN6 — <br />(TYP.) <br />SEE DETAIL I ON <br />STRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />5IMP50N M5TMI6 TWIST STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRUSS MANUF) <br />EAGH TRUSS, <br />PROVIDE 2x FLAT BLOGKIN6 FIT TI6HT TO <br />ROOF TRUSSES @ EVERY OTHER BAY <br />FASTENED TO GMU wl (3)Y4" DIA. x 3Y2" LONG <br />TAPGONS. FASTEN BLOGKING TO ROOF <br />TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. <br />SEE DETAIL 31 ON <br />STRUGTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT SHOWN HERE <br />seal; <br />a iO <br />No 32 ° <br />R P B <br />P �+ <br />Ta <br />vORI <br />V low, 0 <br />copyright *;H OV <br />Strut i grIJ64,61, Inc. <br />PROVIDE 50LID SEE DETAIL 55 ON <br />BLOGKING AS REQ'D STRUGTURAL PLANS FOR z <br />FOR STRAP FA5TENIN6 ADDITIONAL GONNEGTION <br />INFO NOT SHOWN HERE w <br />w <br />= Z o <br />FULL DEPTH BLOGKIN6 Z <br />Z '— <br />Q <br />FASTEN EVERY OTHER 055 (MIN), 13/4" LVL OR TRU55 w a <br />TRU55 (w/ WEB BLOGKING FLOOR TRUSSES BLOGKIN6 PER MANUF) ® 48" - FLOOR TRUSSES + QCD <br />A5 REQ'D) TO 2x BLOGKIN6 -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 -PER PLAN <br />Ej <br />w/ (1) SIMP50N A55 GLIP W(1) 5IMP50N A35 GLIP Z Q <br />•4 Ty 9 � C <br />L) <br />FASTEN EVERY OTHER TRU55 TO GMU FASTEN BLOCKING TO GMU w/ 5IMP50N W =o aEi <br />w/ 5IMP50N MT5MI6 TW15T STRAP. ° MT5MI6 TWIST STRAP. FASTEN STRAP W <br />ru FASTEN STRAP TO GMU w/ (4) Y4" DIA. " 0° E <br />1>0 x 2 Y4" LONG TITEN 5GREW5 TO GMU wl (4) Y4 DIA. x 2 Y4 LONG <br />TITEN 5GREW5 a <br />Q <br />L\-2xb FLAT BLOGKIN6 (BETWEEN TRUSSES 2x6 FLAT BLOGKIN6 TO EA. 51DE OF =WJ z -a'o 0 <br />- 16" MIN, LENGTH) FASTENED DOWN TO OSB BLOCKING (I6" MIN. LENGTH) W Y <br />GMU w/ (3) Y4" DIA. x 3 Y2" LONG FASTENED DOWN TO GMU W(3) Y4"" DIA. x D 0 c <br />TAPGONS ® EA BAY. FASTEN RIBBONL, 3 Y2" LONG TAPGONS. FASTEN LADDER ti c .- <br />THRU WALL 5HT6., TO 2x BLOGKIN6 WTRU55, TO 2x BLOCKING w/ 3"x0.131" M o. <br />3Y4"xO.131" NAILS ® 3" o.c. TOENAILS ® 3" o.c. <br />RETROP 10 DETA I L RETROP IT DET>4I L <br />�Q SCALE: 8/4'=1'-0' R 5GALE: <br />STAIRS <br />(2)2x8 FLUSH BEAM <br />BEYOND <br />(I) 5IMP50N A35 GLIP � (3)IOd TOENAILS <br />® EA. STRINGER ®EA. J015T <br />Ll <br />(5) 51146LE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />STRIN6ER5 <br />(1) SIMPSON A35 <br />® EA. STRINGER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO GONGRETE <br />w/ (3) 3/W DIA. x 3Y4" <br />LONG TITEN 2 5GREW5 <br />2x8 LANDING <br />J015T ® 16" O.G. <br />2x8 LEDGER FASTENED TO <br />GMU w/ (2) Y4" DIA, x %" <br />LONG TAPGONS ® 16" O.G. <br />GMU WALL <br />FLOOR TRU55E5 <br />- SEE PLAN <br />FLOOR 63. ' <br />- PROVIDE VERTIGALS <br />OR 50LID BLOGKIN6 <br />EA. 5TRIN6ER LOCATION <br />(1) 5IMP50N <br />A35 GLIP <br />EA. 5TRIN6ER <br />(2)2x8 FLUSH BEAM <br />2x OR I" 05B <br />DEGKIN6 <br />(TYP.) <br />(3) SIN&LE-PLY 2x12 <br />SOUTHERN PIN` #2 <br />(OR SETTER) STRIN6ER5 <br />(1) 5IMP50N A35 GLIP <br />® EA. STRINGER <br />2x4 BLOGKINC; BETWEEN <br />5TRINOER5 FASTENED TO <br />BEAM BELOW w/ (3)I0d NAILS <br />2x8 LANDING <br />J015T ® 16" O.G. <br />(3)IOd TOENAILS <br />® EA. J015T <br />2x8 LEDGER FASTENED TO <br />GMU w/ (2) Y4" DIA. x 3,V4" <br />LONG TITEN 2 5GREW5 <br />16" O.G. <br />EXTERIOR <br />GMU WALL <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by. MJT <br />issue date: 0 `I -2 6-2 0 <br />REVISIONS: <br />date: initial: <br />M 155ED DOWEL RETROP I T DETAIL i 5T>4I R SECTION Q <br />SCALE: NT'S SIM. ® GMU STEM POR DROPPED 6RADE <br />P.T. <br />_\ <br />POST <br />PO <br />PROVIDE (1) <br />5IMP50N C520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, I" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />T1'P. BEAM TO P05T CONN. <br />SCALE: 3/4"=1'-0" <br />LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS, <br />LO o <br />U. <br />w Q z <br />0 O a <br />a <br />dLO <br />� W � <br />� d <br />� O <br />z o> 0 Z <br />sheet: <br />SD-3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.