My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
38323 Springhead Ln
Zephyrhills
>
Building Department
>
Building Plans
>
38323 Springhead Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 3:05:42 PM
Creation date
2/19/2025 2:34:55 PM
Metadata
Fields
Template:
Building Plans
Street #
38323
Location
Springhead Ln
Contractor
D R Horton
Building Plans - Permit #
3553
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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
- 1 I I -- - - ' I 1 1 - i 1 -'_I_.LL I I e I 1, 1 I I I I 1 11 1 r 1_ 1 1 11 1 L� <br />,I DocuSign Envelope ID. 73183216-6612-4252-8453-A9FCCD7C2984 <br />EXISTING EXTERIOR CMU <br />MIN. 3" EDC <br />STRIP OF WWF FROM F.F.E. TO <br />MIN. 6" BELOW GRADE. WWF TO <br />EXISTING FOUNDATION FACE w/ <br />(2) ROWS OF 3/6" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVET <br />FLUSH w/ 3000psi CONCRETE. <br />o °J <br />D n D <br />D EXISTING FOUNDATION. <br />>o <br />\ D <br />D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />GROUT BOTTOM 3 COURSES - <br />OF EXISTING CMU WALL FOR �\ <br />LENGTH OF OVERHANG. FILL i- <br />TO BOTTOM OF WINDOW SILL <br />WHERE NEEDED` <br />MIN. 3" EDGE DISTANCE <br />STRIP OF WWF FROM F.F.E. TO <br />BOTTOM OF FTG. WWF TO <br />EXISTING FOUNDATION FACE w/ <br />(2) ROWS OF 16" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />v_ <br />EXISTING FOUNDATION <br />\D ° <br />I \ <br />ID \\ o <br />8" CMU WALL OVERHANGS 2.5" OR LESS <br />NOTES: <br />• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, <br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL <br />AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO <br />EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. <br />• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, <br />CONTACT EOR. <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />0'4' A.F.F. SEE ARCH <br />} n - - - - (MAX 20" <br />DEEP) <br />�4" <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />cooBEARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />q v <br />° <br />in <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />LAP #5 CONTINUOUS BAR AS <br />NEEDED, MIN 12" LAP AS SHOWN <br />NO.5 BAR BEND 90 DEGREE <br />I UY Ur rUU I INU <br />v <br />N <br />I <br />L-- <br />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <br />TYPICAL STEP IN FOOTING DETAIL, <br />CMU STEMWALL MONO LITHIC SLAB <br />_- <br />8" CMU CHAIR BLOCK W/ (1) #5 l <br />CONTINUOUS TO EXTEND MIN 24" <br />INTO MONOLITHIC THICKENED EDGE <br />I MIN 24" LAP <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />wz <br />of O - -� ° a ° a , ° ° ^ #4 OR #5 <br />0 a ° , e • REINFORCING PER <br />U z ° MONOLITHIC FOOTING <br />° <br />° - SECTION <br />° ^ ^ ° ° FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />° • ° a ° °a I MINI 12" <br />/< <br />STEMWALL FOOTING TO EXTEND M I N <br />12" BELOW MONOLITHIC FOOTING <br />• ADDITIONAL #4 OR #5 VERTICAL TO BE <br />/�\\��\,\ <br />LOCATED WITHIN TRANSITION ZONE <br />LOCATE AERTIF <br />AND TIE INTO STEMWALL FOOTING <br />REINFORCEMENT IN LAST <br />REINFORCEMENT <br />STEMWALL CELL <br />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL <br />CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />8" CMU CHAIR <br />TOP OF SLAB <br />BLOCK W/ (1) #4 OR #5 CONT. <br />\// <br />i/ <br />\/\ <br />- Q O <br />I- U <br />VAPOR BARRIER N \, <br />wlo "' <br />#4 OR #5 VERT REINFORCING %\\ <br />/\\/%Ix <br />UP TO 3 COURSES: 72" O.C. \ <br />4 TO 5 COURSES: 48" O.C. \�/�/ <br />VA/ • o <br />/ e%��%, <br />ADDITIONAL #4 OR <br />FOOTING TO BEAR ON FIRM \\� //�� ; �' #5 IN BRICK LEDGE <br />UNDISTURBED SOIL <br />VERTICAL REINFORCEMENT - 4" OPT BRICK LEDGE <br />TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN <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 />2 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 />U-0" A.F.F. <br />(BEYOND) <br />FLOATING CONCRETE w <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH > <br /><l/<//.\� <//, . h <br />--- <br />U-BLOCK W/ <br />Uco <br />J <br />(1)#4OR#5 <br />Q <br />U)CONT <br />Ww <br />� <br />w <br />FINISH <br />O <br />GRADE <br />//� XXXA <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />b In <br />I <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL - ADDITIONAL OR <br />#5 IN BRICK LEDGE <br />E <br />VERT REINFORCEMENT TO 4" OPT BRICK LEDGE <br />HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN <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 />7 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 />(1) #4 OR #5 CONT. <br />36" MAX VARIES PER <br />ARCH PLANS <br />12" MIN` <br />6" OPT. EXTENSION <br />IN BRICK LOCATIONS <br />ON FND PLAN <br />MINIMUM 24" <br />3'Y2' 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 />12" UNDER 1 STORY WALL W/ (2) <br />ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL W/ (3) <br />1#4 OR (2) #5 CONT <br />1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />*NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS 1A" FTG DETAIL FOR THE "1" <br />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 T-0" HORIZONTALLY, CONTRACTOR HAS <br />TWO CHOICES: <br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />OF SOIL. <br />2. USE STEMWALL FOOTING <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />VAPOR BARRIER <br />e ° <br />SEE NOTES (MAX 16") U <br />O <br />STUCCO OR DIRECTLY ADHERED cli <br />STONE CLADDING FINISH - MIN 6" Q, <br />OTHER EXTERI R WALL oN <br />F_,.Z. <br />ALL O <br />CLADDING - MIN 8", U.N.O. ON ARCH <br />F <br />O <br />O <br />- <br />0 <br />APES ° <br />\% <br />12 MIN \%\\%\ %\\/\\ <br />N <br />U <br />V/�`�/VA00 <br />Q)C:) <br />/ <br />I <br />CCS <br />FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK I <br />FIRM UNDISTURBED LOCATIONS ON FND PLAN IL N <br />12" UNDER 1 STORY WALL w/ cN <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J �, <br />BAR IN BRICK LEDGE IL <br />16" UNDER 2 STORY WALL w/ LLj <br />(2) #5 OR (3) #4 CONTINUOUS J <br />tds J-6 true design studios � <br />MONOLITHIC FOOTING SECTION z <br />1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O <br />FOLLOWING OCCUR: W <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 0 <br />FROM STRUCTURE STEEPER THAN 1'4' VERTICALLY 0 <br />PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O _0 <br />CONCRETE SLAB w/ 6x6 � <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR w C <br />FIBERMESH F- <br />4 011HOMON" <br />0 <br />/ 16" VAPOR BARRIER Q := <br />C) <br />3 BEARING WALL FOOTING SECTION Z <br />w <br />0 <br />w <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR This item has been electronically <br />FIBERMESH O signed and sealed by Justin M Lanier, <br />0' 0" A.F.F. PE on the date and/or time stamp <br />O <br />O shown using a digital signature. <br />SEE ARCH 1 Printed copies of this document are <br />-4 A A \° DETAILS not considered signed and sealed <br />,I ° , L0 and the signature must be verified <br />- by a 3rd Party Certificate Authority <br />8" MIN O n any electronic copy <br />Z <br />rn w <br />8"x8" THICKENED 8" U) L& w <br />FTG AT W <br />STEP-DOWN, SEE VAPOR BARRIER z <br />PLAN <br />CURB STEP SECTION m W O w <br />-- w <br />W <br />8" UNDER MASONRY WALL Z <br />CONCRETE SLAB W/ _ O <br />6" UNDER WOOD WALL O > Q Q <br />I--�--j -__ w ' t ' <br />6x6 W1.4 x W1.4 WWF I W 0 <br />Ld <br />OR FIBERMESH VARIES = ° SEE ARCH 0 Q 2 <br />(MAX 16") W Uj <br />44 <br />o <br />xxx/�V��AA�/����A�/\ LLLL <br />12" MINV/'vvA <br />\.�\`/X\//V\/\\ Z <br />VAPOR BARRIER \// a %� / \ i/\/; //jj // O <br />6" OPT. EXTENSION IN BRICK 0 <br />LOCATIONS ON FND PLAN w Z <br />12" UNDER 1 STORY WALL w/ <br />d <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL <br />BAR IN BRICK LEDGE - <br />16" UNDER 2 STORY WALL w/ Q W <br />(2) #5 OR (3) #4 CONTINUOUS Abbott Park <br />5 GARAGE EXT WALL -CURB SECTION _j W <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 003-04-1 C <br />FOLLOWING OCCUR: w <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. U) <br />O PROJECT NO. W <br />CONCRETE SLAB W/ 6x6 J 2021.014965 0 <br />W1.4 x W1.4 WWF OR O LL <br />FIBERMESH Z - - -- -- O <br />DRAWN. <br />A.F.F. SEE ARCH v ASH o <br />- - - (MAX 20" -- - ----- ----- -- C:) w CHKD <br />\\\\ Q a` ° ° \ DEEP) VA U) <br />W W <br />_14� J <br />X U <br />4" EXTENSION <br />UNDER BRICK VENEER <�•�`����N Lq ������ U) <br />12" UNDER 1 STORY WALL ��JG•E �/ •��F9 J* O <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m '� .••�,� S�`••,• Z <br />0 4 - <br />16" UNDER 2 STORY WALL W * A%1d by: Q <br />w/ (3) #4 OR (2) #5 CONT Z _ Q <br />BEARING CURB STEP SECTION 6 _ _ LU <br />' .❑OF•671 :��/ <br />EN STATE � <br />- TYPICAL REINFORCING DI,1111111,, , <br />BARS AT THICKENED O 12_29_2021 p <br />FOOTING, SEE PLAN W <br />II <br />IN 24" LONG #4 OR #5 U REVISIONS: _ <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL LL <br />Q NO. D@SC Date RE-ENTRANT CORNERS <br />-- - -- O l- <br />J - - - <br />HOUSE SLAB O I Z <br />-- _ - O <br />RE-ENTRANT CORNER DETAIL U <br />W <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2.D <br />RE-ENTRANT CORNERS Q. <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />
The URL can be used to link to this page
Your browser does not support the video tag.