My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6978 Shelby Lynn Way
Zephyrhills
>
Building Department
>
Building Plans
>
6978 Shelby Lynn Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 11:30:20 AM
Creation date
2/19/2025 8:28:31 AM
Metadata
Fields
Template:
Building Plans
Street #
6978
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
2940
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
19
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
T <br />FILLED GELL5 <br />(5EE PLAN) 8" GMU BLOCK <br />R4.1 FI-FOIL OR EQUAL <br />4:: <br />OVER %" FURR 5TRIP5 <br />GARAGE <br />-PER BUILDER <br />(1) #5 VERT. FROM FTC. TO <br />w BOND BEAM. LAP w/ <br />TOP VIEW <br />HOU5E 5LAB <br />FOUNDATION DOWEL MIN. <br />(5EE PLAN) <br />®CORNER 30" &ROUT GELL 50LID <br />F7 <br />d <br />GONG. OR PAVER GARAGE WALL z � <br />4 a <br />• 4 <br />d d <br />DRIVEWAY BEYOND <br />�- a� GRADE <br />. <br />.• <br />a _ <br />ICI -ICI -ICI -ICI -I <br />'4 I I -I I I -I I I -III -I I I. <br />-III-III tY I III <br />I I -III -III -I I-� <br />GARAGE 5LAB - .III -I I -� I I I -III <br />m 4: (5EE PLAN) o -III- _`'I II <br />=1 I m l l l I I I <br />: <br />I -III -III -I 11- <br />`. III-III-III- <br />=1 I <br />• d4 <br />16"x8" THIGKENI <br />EDGE W/ (2) #5 <br />CONT. <br />THICKENED EDGE &ARA6E DOOR DETAIL <br />SCALE: NT5 <br />8" GMU BLOCK <br />8" WIDE GONT. <br />GONG. GURB <br />(1) #5 VERT. FROM FT6.- <br />TO BOND BEAM. LAP w/ <br />FOUNDATION DOWEL <br />MIN. 30" GROUT GELL <br />'—ICI—ICI � <br />Q) <br />I=1 m <br />=II— I I I='I_ii 1) #5 DOWEL W/ lb" HOOK AT <br />_ I I —• II—III-1 ALL VERT. WALL REINF. <br />III=1 I III —III = III1 I (5EE PLAN5 FOR LOGATION) <br />I �-1 I I=III—III—I <br />GLEAN GOMPACTED I I 1—I I I-1 <br />FILL o q5% TH MONOLITHIC, FOUNDATION <br />5TANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />�CL7A�At,61EGURB DET� I L <br />8" GMU BLOGK---_ <br />BEYOND <br />EXTERIOR DOOR— <br />MTL. THRE5HOLD -� <br />5ET IN 5EALANT <br />PORGH/PATIO/LANAI <br />5LAB OR PAVERS <br />(5EE PLAN5) —� <br />l.L <br />J <br />V <br />m <br />GLEAN GOMPAGTED-/ <br />FILL A q5% 5TANDARD <br />DENSITY AND TERMITE <br />TREATED 2- <br />TORY: I'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />EXTERIOR OUTSWI NG 4 561; POURED SILLS DETAIL <br />4 <br />PER MANUF.. <br />II <br />III= <br />II d I=1 <br />R4.1 F I -FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE 5LAB <br />(5EE PLAN) <br />�v <br />m� <br />MONOLITHIC, <br />FOUNDATION W/ (2) #5 <br />GONT. ON GHAIR5 <br />1) #5 DOWEL W/ 6" HOOK AT <br />ALL VERT. WALL REINF. <br />III=III-III ; I I (5EE PLAN5 FOR LOCATION) <br />GLEAN GOMPAGTED -� I. 1 1 1 I I I I I I I I -I I <br />FILL o q5% —11 I.-1 MONOLITHIC, FOUNDATION <br />I TH <br />STANDARD DEN5ITY WIN (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />POOTI NG 5ECT1 ON W/ BLOCK DETAIL <br />SCALE: NM <br />8" GMU BLOGK— <br />BEYOND <br />EXTERIOR DOOR <br />MTL. THRE5HOLD <br />5ET IN 5EALANT <br />PAVERS <br />(5EE PLAN5) <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E 5LAB <br />(5EE PLAN) <br />I j 'III 'III 'III ' 1 I I" —I I MONOLITHIC, <br />GLEAN COMPACTED I III _I I �_ 1 I I FOUNDATION W/ (2) #5 <br />FILL o q5% STANDARD WI TH GONT. ON GHAIR5 <br />DEN5ITY AND TERMITE <br />TREATED 2-5TORY: 1'-4" WIDE <br />w/ (2) #5 BAR5 <br />1-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />NDOOR DETAIL <br />&gv;yT%Y <br />3 Y2" GONG. 5LAB <br />W WWF OR <br />FIBERME5H REINF. <br />OVER 6 MIL. <br />VAPOR BARRIER <br />w <br />Q <br />} <br />s 4„ <br />A <br />d C <br />v ♦ ♦ ' a <br />• a ♦ d <br />a <br />�\ <br />_Z <br />m� <br />8" 8° <br />THICKENED SLA5 @ RECESS DETAIL <br />IIL I-1Ir <br />8"x8" THICKENED — <br />5LAB W/ (1) #5 GONT. <br />PATIO/PORGH/LANAI 5LAB <br />(5EE PLAN) <br />e, d <br />THICKENED EDGE DETAIL <br />3 SCALE: NTS <br />8" GMU BLOGK <br />(1) #5 VERT. FROM FTC. 1 <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL 50LID <br />PORCH/PATIO/LANAI <br />5LAB OR PAVER5 <br />(5EE PLAN) <br />`t EXP JOINT V <br />cc� <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E 5LAB <br />(5EE PLAN) <br />a'4 4.. <br />♦ a <br />.4 < '. I I111111111� <br />°4 I—-III-III-I <br />• 11-I LI-I I I1 <br />1 I I —III —I <br />' I=1 ilk' -(I) #5 DOWEL W/ 6" HOOK AT <br />fit 7— III=III- ALL VERT. WALL REINF. <br />ITI-1 11=1 11=11 1 I I; (5EE PLAN5 FOR LOGATION) <br />GLEAN GOMPAGTED _I I I I I I I I —III —III , .1 <br />III-111= FILL o q5% MONOLITHIC, FOUNDATION <br />STANDARD DENSITY WI PTH W/ (2) #5 GONT. ON <br />GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />W (2) #5 BAR5 <br />I-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />EXTERIOR WALL @ PORCH/FATIO/LANAI DETAIL <br />Y2" GYP. BD. EA. 51DE <br />OF 2x4'5 o 16" O.G. <br />Y2" J-BOLTS 6" FROM EA. <br />END OF WALL AND <br />5PAGE o 32" O.G. <br />2" L (6" MIN. EMBED) <br />5TUD PLATE TIES PER <br />} PT BOT. PLAN o 5TUD TOP $ <br />PLT. BOT. <br />_ a4 <br />(2) #55 GONT. W/—� <br />3" MIN. CLEAR <br />UPLIFT GONNEGTOR5 SUGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND <br />ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A <br />GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE <br />WILL BE 5PEGIFIGALLY NOTED ON PLAN. <br />0;' GARAGE STEP DOWN DETAIL <br />SCALE: NTS <br />(1) #5 VERT. FROM FT6. TO <br />— <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />30" GROUT GELL 50LID <br />z� <br />aZ BADE <br />l l 1-1I1-111—III_ <br />z <br />GLEAN GOMPAGTED <br />FILL o 145% <br />STANDARD DEN5ITY <br />GHE DET� I L <br />S SCALE: NrS <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOU5E 5LAB <br />(5EE PLAN) <br />PVC, GHA5E 5LEEVE TO BE <br />TWIGE THE DIAMETER OF <br />PROTECTED PIPE <br />`— MONOLITHIC, FOUNDATION <br />WI TH W/ (2) #5 GONT. ON GHAIR5 <br />2-5TORY: 1'-4" WIDE <br />W (2) #5 BAR5 <br />I-5TORY: 1'-0" WIDE <br />W/ (2) #5 BAR5 <br />sealG. <br />�.`������° �as��`✓.�,�%sue <br />-� No 77824 <br />STATE OF <br />© copyright <br />Structural Engineering, Inc. <br />z <br />Z <br />JR <br />W <br />W N <br />Z <br />CJ <br />Z <br />W a- <br />J CD <br />a <br />� � E <br />W� °O E <br />Q <br />JP Q <br />Z <br />W 0 <br />io 2 <br />y m <br />W N <br />C g a. <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: BC <br />issue date: 0 9-1 3-21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />Q <br />Q <br />a <br />O <br />J <br />U. <br />J <br />W <br />� <br />Q <br />z <br />0 <br />a. <br />d <br />N <br />J <br />W <br />U <br />g <br />J <br />ao u�i <br />F. Y <br />Z <br />J J <br />SCALt: NTS <br />SGALC: N% <br />SD-1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.