My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
8015 Wheat Stone Dr
Zephyrhills
>
Building Department
>
Building Plans
>
8015 Wheat Stone Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 2:09:18 AM
Creation date
2/27/2025 1:15:39 PM
Metadata
Fields
Template:
Building Plans
Street #
8015
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
22512
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
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
° <br />d d <br />A ° <br />CONCRETE SLAB w/ 6x6 <br />WI A x W1.4 WWF OR <br />FIBERMESH <br />_........ .......... ._,�.--n-- d .. <br />cli <br />I VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />CONCRETE SLAB W/ 6x6 <br />WI A x W1.4 WWF OR <br />FIBERMESH <br />\— 0'-0"A.F.F. SEEARCH <br />- - — — a -- --- — — (MAX 20" <br />DEEP) <br />° d T4 <br />4" EXTENSION <br />UNDER BRICK VENEER <br />---............ - VAPOR BARRIER <br />12" UNDER 1 STORY WALL j <br />J <br />16" UNDER 2 STORY WALL <br />/ _ \ BEARING CURB STEP SECTION <br />If-----------.....__ ._..._.------- <br />... <br />- <br />CONCRETE SLAB W/ <br />6x6 WIA x WIA WWF <br />OR FIBER MESH <br />TOP OF SLAB <br />_.----------1 <br />VAPOR BARRIER <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />VERTICAL REINFORCEMENT <br />TO HAVE 6" BEND AT BOTTOM <br />CAST -IN -PLACE FOOTING SPECS <br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT <br />8" CMU CHAIR <br />BLOCK W/ (1) #4 OR #5 CONT. <br />w <br />J cr- <br />W W <br />w a <br />U <br />° i a <br />ADDITIONAL #4 OR <br />/ <br />#5 IN BRICK LEDGE <br />4 OPT BRICK LEDGE <br />NOTED ON FND PLAN <br />�) STEMWALL SECTION <br />_ 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />............ A_F:F..... _.._ ...... <br />..... ......... <br />(BEYOND) <br />FLOATING CONCRETE w <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH > _ <br />n, <br />--- - <br />U-BLOCK W/ <br />U cn <br />(1) #4 OR #5 <br />Q ►- w <br />CONT <br />J <br />ww LU U) <br />D <br />O <br />FINISH <br />_GRADE <br />\ <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. - <br />1 _° I <br />OTING TO BEAR ON FIRM - <br />UNDISTURBED SOIL �— ADDITIONAL #4 OR <br />/ #5 IN BRICK LEDGE <br />VERT REINFORCEMENT TO 4" OPT BRICK LEDGE <br />HAVE 6" BEND @ BOTTOMJ <br />AaT-IN-PLACE FOOTIN�SPECS-IN-PLACE FOOTIN�SPECS <br />8" x 16" W/(2) #4 OR (2)#5 CONT <br />0" x 20" W/(3) #4 OR (2) #5 CONT <br />STEMWALL CURB SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />FO <br />C <br />1-STORY: <br />2-STORY: 1 <br />(1) #4 OR #5 CONT. <br />36" MAX VARIES PER <br />—]ARCH PLANS <br />v \ i�\ <br />12" MIN <br />6" OPT. EXTENSION <br />IN BRICK LOCATIONS <br />ON FND PLAN <br />ADDITIONAL NO.4 OR NO. 5 <br />BAR IN BRICK LEDGE <br />1 MONOLOT <br />MINIMUM 24" <br />° <br />CN <br />° q e <br />° <br />APEX_j tds <br />Nil <br />FOOTING <br />NOTED ON FND PLAN <br />— CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR FIBERMESH <br />(1) #4 OR #5 90° BEND @ 48" O.C. <br />VAPOR BARRIER <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />........ . . <br />12" UNDER 1 STORY WALL w/ <br />(2) #5 OR (2) #4 CONTINUOUS <br />16" UNDER 2 STORY WALL w/ <br />(2) #5 OR (3) #4 CONTINUOUS <br />TING SECTION - 36" MAX DEPTH <br />*NOTE*: IT <br />IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE <br />"1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ANY LOCATIONS THAT THE FTG <br />DEPTH EXCEEDS 28". <br />IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS <br />TWO CHOICES: <br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />LU <br />OF SOIL. <br />2. USE STEMWALL FOOTING <br />3 BEARING WALL FOOTING SECTION <br />CONCRETE SLAB W/ 6x6 � <br />W1.4 x W1.4 WWF OR Uo <br />FIBERMESH <br />rn <br />SEE ARCH N <br />i'/�TJ\f'.-\�/�/\�// \ i (MAX 16") <br />VAPOR BARRIER \ �, \ \ � <br />MIN/\//\\,,\, <br />TO BEAR ON <br />FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK � <br />SOIL LOCATIONS ON FND PLAN � <br />r- <br />12" UNDER 1 STORY WALL w/ N <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL N0.4 OR NO. 5 N <br />BAR IN BRICK LEDGE M <br />16" UNDER 2 STORY WALL w/ LJL. <br />(2) #5 OR (3) #4 CONTINUOUS <br />W <br />1 �' <br />_MONOLITHIC _FOOTING SECTION________ true design studios <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z <br />FOLLOWING OCCUR: Q <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" � <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY ¢ SUITE 100, JACKSONVILLE, FL 32211 <br />PER 3'-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. <br />rnniroc•rc Cl eo ,.,r a..a OO <br />T_ <br />W <br />W <br />Q <br />a <br />U) <br />U <br />Z <br />W <br />(MAX 20 CRD 8_0 <br />0 <br />CHKD <br />EAF <br />4 <br />CONCRETE SLAB W/ 6x6 W <br />W1.4 x W1.4 WWF OR <br />FIBERMESH � <br />0'-0" A.F.F. � <br />— SEE ARCH p <br />\e I DETAILS � <br />8" MIN � <br />8"x8" THICKENED 8" Z W <br />STEP-DOWN, EE VAPOR BARRIER W <br />PLAN � Z U. <br />`,_CURB STEP SECTION W <br />8" UNDER MASONRY WALL :W <br />{ Z OCONCRETE SLAB W/ 16" UNDER WOOD WALL <br />6x6 W1.4 x W1.4 WWF <br />OR FIBERMESH VARIES W � � <br />SEE ARCH <br />a------- d -- � -•, (MAX 16") Q J W <br />' I ' W <br />12" MIN./\/�/\// W � <br />VAPOR BARRIER 4 Q <br />6" OPT. EXTENSION IN BRICK � � <br />LOCATIONS ON FND PLAN <br />12" UNDER 1 STORY WALL w/ L <br />n"Z <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 � <br />BAR IN BRICK LEDGE 0 a' <br />16" UNDER 2 STORY WALL w/ � <br />(2) #5 OR (3) #4 CONTINUOUS � <br />W <br />'_.._ (� Abbott Park Q <br />1 GARAG_E_EXT WALL CURBSECTION <br />J CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 � <br />�_..._..-� FOLLOWING OCCUR: Q LOT 001-03-A W <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" ----------- ---- ------ - --- ----- <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U Q <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z Z <br />PER 3'-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. — (' <br />CONCRETE SLAB WI 6x6 0 PROJECT NO: W <br />W1.4 x W1.4 WWF OR � 0 <br />.FIBERMESH 2O19.007601 W <br />0'-0" A.F.F. <br />......._. ......... <br />�{�} SEE ARCH Z _. ......_ _ ........._ O <br />`.._.—_.._----- <br />__....... d......_. _.__._. _G .. T DRAWN <br />-DEEP) W t(� UL <br />ST=2D <br />4" EXTENSION Q Q <br />UNDER BRICK VENEER X ,,,�ttl;N � � A rrr1��� �U <br />00 <br />40 <br />1 <br />112" UNDER 1 STORY WALL "� ,��� �5�•...... N��t` ��i� (/� <br />w/ (2) #4 OR (2) #5 CONT i VAPOR BARRIER ENS •.•R ��� 0 <br />16" UNDER 2 STORY WALL 0 •; � 0rJ <br />•� • j <br />W/ (3) #4 OR (2) #5 CONT W <br />BEARING CURB _STEP SECTION „-o a' <br />to <br />� TYPICAL REINFORCI <br />BARS AT THICKENS <br />FOOTING, SEE PLAN <br />�-- MIN 24" LONG #4 O <br />'i BAR SET AT MID -DE <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORN <br />i HOUSE SLABI <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ALL <br />RE-ENTRANT CORNERS <br />� P <br />D G— � �'i�s�0 N AL.�.� •�• Q <br />C� <br />p 09/25/2019 p <br />R #5 � W <br />PTH U REVISIONS: <br />ERS -- - - ' <br />Q � No. Description Date � W <br />I <br />I_ ~ <br />O � _.... - Z i i Z <br />- U 0 <br />w <br />X <br />W <br />d. <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />� TYPICAL REINFORCI <br />BARS AT THICKENS <br />FOOTING, SEE PLAN <br />�-- MIN 24" LONG #4 O <br />'i BAR SET AT MID -DE <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORN <br />i HOUSE SLABI <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ALL <br />RE-ENTRANT CORNERS <br />� P <br />D G— � �'i�s�0 N AL.�.� •�• Q <br />C� <br />p 09/25/2019 p <br />R #5 � W <br />PTH U REVISIONS: <br />ERS -- - - ' <br />Q � No. Description Date � W <br />I <br />I_ ~ <br />O � _.... - Z i i Z <br />- U 0 <br />w <br />X <br />W <br />d. <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />
The URL can be used to link to this page
Your browser does not support the video tag.