My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6926 Shelby Lynn Way
Zephyrhills
>
Building Department
>
Building Plans
>
6926 Shelby Lynn Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/26/2025 12:11:48 PM
Creation date
2/19/2025 9:46:26 AM
Metadata
Fields
Template:
Building Plans
Street #
6926
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
435
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
2X <br />FRAMING <br />FLOOR <br />BARRICADE PLUS WRB <br />SHEATHING PER <br />(OR APPROVED EQUAL) <br />SPEC. <br />RIM BOARD <br />REFER TO <br />STRUCT DWGS. <br />60 MIN. <br />GRADE D <br />PAPER <br />BACKED <br />I I <br />LATH <br />I I <br />WALL <br />I <br />SHEATHING <br />I <br />Z <br />7/8" 3-COAT <br />.— <br />STUCCO <br />I I <br />Lo <br />T <br />SHEATHING <br />j <br />FLUSH WITHL-- <br />.o . • <br />BLOCK WALL <br />I I <br />MID -WALL WEEP <br />SCREED/EXPANSION: <br />1 <br />JOINT <br />6" SELF ADHERED <br />FLASHIN <br />5/8" <br />1 1 <br />CEMENTITIOU <br />i <br />COATING <br />BUILDING FELT <br />ON TOP OF <br />CONC. BLOCK---� <br />UNDER FLOOR <br />MAINTAIN 1/8" GAP <br />MEMBERS <br />BETWEEN SHEATHING <br />TYPICAL AT ALL WOOD <br />CONCRETE <br />AND TOP OF BLOCK <br />TO MASONRY <br />BLOCK <br />WALL <br />TRANSITIONS <br />EXPANSION JOINT (EJ) AT FRAME & MASONRY <br />SCALE: 1/2"- l'-O" <br />PREFORMED CONTROL <br />JOINT <br />FLANGE OF CONTROL <br />JOINTS TO BE WIRED TIED <br />TO LATH @ 9" O.C. MAX. (VERT.) <br />NOTE: DO NOT FASTEN CONTROL <br />JOINT TO WALL EVEN IF STUD <br />EXISTS BEYOND EXCEPT STAPLES W/ a" <br />LEG MAY BE USED TO TEMP. <br />SECURE CONTROL JOINT <br />DURING INSTALLATION <br />FASTENERS TO BE SPACED @ 7" <br />O.C. MAX. VERTICALLY <br />LATH SHALL NOT BE BE CONTINUOUS <br />THROUGH CONTROL JOINTS <br />BUT SHALL BE STOPPED AND TIED AT <br />EACH SIDE PER ASTM C1063 7.10.1.4 <br />TYPICAL STUDS <br />TYPE "M" CONTROL JOINT (CJ <br />a" THICK, 3 COAT <br />CEMENT PLASTER <br />60 MIN. GRADE D <br />PAPER BACKED LATH <br />APPROVED METAL LATH FASTENED @ 7" (VERT.) <br />O.C. MAX. AT SUPPORTS <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />WOOD SHEATHING <br />PROVIDE 2X4 BLOCKING <br />FLAT MAX. 6" TO 8" FROM <br />CONTROL JOINT WHEN CONTROL <br />JOINT FALLS ON STRUCTURAL STUD <br />2X4 BLOCKING <br />NOTE: <br />1. FASTENERS FOR LATH TO BE NAILS OR <br />STAPLES IN COMPLIANCE W/ ASTM 01063 <br />2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE <br />3. BLOCKING SHOWN MAY BE IN ADDITION TO <br />WALL STUDS REQUIRED PER PLAN <br />"L" FLASHING <br />SCALE: N.T.S. <br />gg� <br />cc N <br />T <br />FASCIA WRAP <br />WOOD SHEATHING <br />60 MIN. GRADE D PAPER BACKED LATH <br />OVER BARRICADE PLUS WRB (OR <br />APPROVED EQUAL) <br />$" THICK, 3 COAT CEMENT PLASTER <br />METAL LATH <br />LAP WRB & TAPE OVER ROOFMALL <br />SCREED <br />5X5 "L" TYPE CONTINUOUS GALV. <br />METAL FLASHING (NAIL TO ROOF DECK, <br />NOT WALL SHEATHING) <br />ICE AND WATER SHIELD <br />15" VERTICAL AND 15" DOWN ROOF <br />CAP SHINGLE - DO NOT NAIL, INSTALL <br />WITH ROOF CEMENT <br />ROOF CEMENT <br />SHINGLE ROOFING <br />7" THICK, 3 COAT <br />CEMENT PLASTER <br />60 MIN. GRADE D PAPER BACKED LATH <br />BARRICADE PLUS WRB (OR APPROVED EQUAL) <br />WRAP LAYERS OF BUILDING <br />WRAP OVER NAILING FLANGE, STOP <br />WRB APPROX. 1-1/2" ABOVE SHINGLES <br />ROOF/WALL SCREED <br />5X5 WALL FLASHING <br />KICK -OUT FLASHING (SEE DTL. BELOW) <br />FELT UNDERLAYMENT <br />SHINGLE ROOFING <br />DRIP EDGE: OVERLAP 3", EXTEND <br />BELOW SHEATHING, MECH. FASTEN <br />4" O.C. MAX. <br />KICKOUT DETAIL <br />SCALE: N.T.S. <br />5_ <br />BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />WOOD SHEATHING <br />WOOD CONSTRUCTION <br />60 MIN. GRADE D <br />PAPER BACKED LATH <br />METAL LATH <br />8" MID -WALL WEEP <br />SCREED <br />6" SELF-ADHESIVE <br />FLASHING <br />g' THICK, 3 COAT <br />CEMENT PLASTER <br />HORIZONTAL WEEP SCREED - <br />SCALE: <br />STEP 1 <br />FOLE <br />(29 <br />FOLD INWARD @ PT. A <br />STEP 3 <br />UM <br />FOLD @ <br />I . 77° <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />CREASE @ PT. C <br />STEP 2 <br />M <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />STEP 4 <br />M <br />WATERTIGHT SEAL. <br />FOLD. DO NOT CUT. <br />U U <br />BOTTOM FLANGE <br />JUN2220 <br />FOLD INWARD @ PT. A <br />CREASE @ PT. B <br />`��• �� <br />.` ,ter • r °`',° ` •, <br />41. • <br />CREASE @ PT. C <br />�'` ° <br />NcT 7824 <br />FOLD PT. C OVER PT. B TILL <br />* : <br />PT. C TOUCHES BOTTOM FLANGE�' <br />ci <br />'9,0 . <br />NA a ilic'.11` <br />W <br />} 2 cr- <br />�00� } <br />>Ccc¢O <br />fr <br />UWw c) <br />Q=WF- <br />J (n W W <br />IYcr_ <br />o�Zz�W <br />cr_ < Z <br />J <br />Wn-2cca <br />�000U <br />= Z LL 0 <br />�F-¢Z� <br />cz'cz <br />c o <br />o <br />2 <br />0 <br />0 <br />U <br />� <br />O <br />� <br />z <br />Ono <br />LL' <br />0 u� <br />0 <br />0 I..l <br />0 <br />0 <br />a� <br />= <br />aw <br />w <br />a <br />wA <br />a� <br />1=0 <br />w <br />0 <br />x <br />z <br />41 <br />0 <br />W <br />0 <br />og <br />�o <br />COMMUNITY: <br />LINKS @ CALUSA SPRINGS <br />PLAN # 6103 <br />RELEASED: 6/11/20 <br />SIFT <br />wpw l <br />
The URL can be used to link to this page
Your browser does not support the video tag.