My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7081 Silverado Ranch Blvd
Zephyrhills
>
Building Department
>
Building Plans
>
7081 Silverado Ranch Blvd
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 5:07:48 PM
Creation date
2/19/2025 12:10:15 PM
Metadata
Fields
Template:
Building Plans
Street #
7081
Location
Silverado Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
21862
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
27
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
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />sv� <br />p v v <br />i <br />CELL SEE PLAN FOR SIZE AND <br />0 0- <br />CELL EE PLAN FOR SIZE AND <br />S <br />I • <br />�.' <br />O a. <br />SPACING REQUIREMENTS <br />O <br />SPACING REQUIREMENTS <br />_ .:_ P <br />I_. <br />ad.' <br />m U <br />rn1 <br />... <br />M—.. Y— ' <br />Ifs <br />GARAGE DOOR <br />RECESS <br />mw <br />U <br />v <br />va <br />K N <br />Q <br />p�L <br />I <br />''f FM <br />m <br />g� <br />a <br />0) <br />- i <br />8" CMU WALL <br />O <br />W CMU WALL <br />w. .. CORNER BARS, SAME SIZE AS BAR <br />IN FOUNDATION WITH 3a' lEG EACH <br />m W <br />w <br />B' <br />s, <br />• <br />w U <br />ul <br />. .. .. <br />.. ° <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />m <br />TOP OF SLAB <br />�. a <br />_ <br />_ <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />vl . <br />FOR <br />.. <br />EXT. PORCH SLAB <br />..: <br />� �'., <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STOF2Y) <br />#3 18' <br />. <br />EXT. PORCH SLAB <br />.. <br />a SEE SLAB SCHEDULE TOP OF GARAGE <br />IC1111 <br />� <br />.,. R. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />Zip. <br />MASONRYLT <br />UNIT S <br />AT ELEV: <br />W/1i2" ISOUITICN <br />e" CHAMFER <br />W/ 1/2" ISOLATION�'� <br />4" CHAMFER (I -STORY) <br />8" CHAMFER <br />8'-8" <br />JOINT (VNiERE <br />APPLICABLE) <br />{ '. a <br />Z <br />#4 <br />SEE SCHEDULE #5 <br />24" <br />301 <br />JOINT (V* ERE <br />(2-STORY) <br />• a i EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND BAR QUANTITY <br />36" <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 <br />42' <br />iv <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:34'"=1'-a' <br />@GARAGE SCALE'34"=1'-a' <br />SCALE: <br />w <br />I <br />2" CAPPED <br />NEW REINF. BAR <br />> N <br />GALVANIZED PIPE <br />W/FLANGE @ BASE <br />O a SECURED W/ 2-PART <br />a g I EPDXY. MIN. EMBED <br />Q 8", UNO <br />FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />N I <br />USE AND <br />SECURE FLANGE TO <br />H m PREPARATION OF <br />� <br />HOLE. <br />Z <br />TAPCONS <br />jLSLABVll(4)1/4-X21/T <br />w <br />o. �p <br />4" CHAMFER (ISTORY) <br />6" CHAMFER (2-STORY) <br />5 <br />BOLLARD <br />ADDING BAR TO <br />SCALE 34-' ° <br />MONOLITHIC FOUNDATION <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />Z <br />as <br />s> <br />�t <br />mI`/ <br />U <br />my J <br />d N <br />p <br />8" CMU WALL <br />0 <br />TOP OF SLAB <br />I' <br />^ SEE SLAB SCHEDULE <br />Z <br />Z <br />— <br />e <br />_ <br />"ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />-'— — - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />/ FOR WxD, BAR SIZE <br />Y AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />FOOTING AND COL. PAD <br />10 <br />SCALE: 3/4"=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />w .abdeso*mup.com <br />AA #: 0003325 <br />y <br />Z <br />W <br />ul <br />W <br />0 <br />Rp <br />Q <br />d) <br />J <br />x <br />lu <br />_ <br />0 <br />Su=iv. Lt L4oTh <br />SILVERDADO <br />LOT #65 <br />BLK #6 <br />PROJECT# <br />04128.002-650 1 <br />KoDEL <br />4EAB <br />1672— ARIA" <br />GARAGE BVMCG: <br />RIGHT <br />PACE: <br />DETAILS <br />50 MPH EXP. <br />i 1 <br />STATE OF FLORA <br />ROLAW A ABOUCHACRA <br />AR NO 93M J <br />DA� 06/04/19 <br />8CAL.E: 1/4"=1'-O" <br />arIEET <br />S1.1A <br />
The URL can be used to link to this page
Your browser does not support the video tag.