My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
38421 5th Ave (4)
Zephyrhills
>
Building Department
>
Building Plans
>
38421 5th Ave (4)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/25/2025 3:35:03 PM
Creation date
2/18/2025 3:57:27 PM
Metadata
Fields
Template:
Building Plans
Street #
38421
Location
5th Ave
Contractor
Cross Environmental SVC
Building Plans - Permit #
18701
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
%" VTR I , /011 \/To <br />--- <br />6" MAX. ------- <br />TOE CLEARANCE - -i - - - " - _Z <br />z z o 07 N fh <br />17" MAX LAV DEPTH ' ' S" MIN KNEE CLEARANCE <br />SINK <br />1. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM <br />NO HIGHER THAN 34" FROM THE FINISH FLOOR. EACH <br />SINK SHALL BE MINIMUM OF 6 1/2" DEEP. <br />2. CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN <br />UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER <br />OR 52" BY 72" FINISH INSIDE DIMENSIONS ADJACENT TO <br />THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL <br />ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL <br />EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY <br />OR SINK <br />Il(l1A/PI Tn CANIITARV I INF RFI 01A/ <br />54" MIN TOILET <br />PAPER <br />42" MIN HOLDER <br />T <br />HANDICAP TOILET DETAIL <br />CLEAR FLOOR <br />SPACE <br />-------------- <br />GRAB BARS 1460" M I N <br />A GRAB BAR SHALL BE PROVIDE. LOCATED 33" INCHES <br />FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED <br />VERTICALLY TO THE TOP OF THE RAIL <br />1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES <br />2. SHALL PROVIDE 1 112 INCHES OF CLEARANCE BETWEEN <br />THE RAIL AND THE WALL. <br />3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND <br />A LOAD OF NOT LESS THAN 250 LBS APPLIED AT ANY POINT. <br />DOWNWARD OR HORIZONTALLY. <br />4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE <br />LENGTH. <br />SPECIAL NOTE: GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS <br />ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF <br />THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. <br />5. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED <br />AT THE LEADING EDGE OF THE WATER CLOSET. <br />ALL PLUMBING FIXTURES TO BE CHOSEN BY OWNER <br />LEVEL TWO SANITARY DRAIN LINE PLAN 3/16" = 1' 0" <br />ADA COUNTER SECTION DETAIL <br />NOT TO SCALE <br />I=Z91111RATILTi9 <br />3' 2'/Z' <br />i <br />MINIMUM CLEAR OPENING <br />6%" I 3/„ <br />O <br />I O I <br />HI LOW A.D.A. WATER FOUNTAIN DETAIL <br />NOT TO SCALE <br />I C\/CI lIAIC 0AKIITACV I'1CAIAI I IAIC 01 Anl '2/-lall — -11 nn <br />'• 7 <br />lir h ANSN PEE. LICEQ'E NO. 38654 <br />Pb. PDX 1728, CI F633526 <br />IHERBY C-- IPYTHA`PTHES SAND SPECIFICATIONS <br />WERE PREPA ��BY MEFl4DFi1Y DIRECT SUPERVISION <br />ARe IN COMPLIA T R 16, SECTION 1609 OF THE <br />FLORNDA BUILCStN 14 fiH EDITION AND ASCE 7-10 <br />FOR 139 MPH WINE'RISK CATEGORY 11 <br />10. <br />U <br />M <br />ZM <br />Z <br />Ur fM <br />M <br />m <br />W p o <br />o <br />() N <br />Z OJ to <br />� LO_ c0 <br />zJ>-19 <br />��� <br />m V M <br />t-i <br />J <br />Q LLJ <br />LL <br />0 Q LL <br />W <br />�U) o <br />Q N <br />A <br />O a <br />C; <br />U} N <br />p co, <br />Q w Lo <br />M <br />-� W <br />Q <br />Z L- <br />W U) 0 <br />® <br />w N <br />M <br />m <br />ill <br />1U <br />O <br />ry m <br />xLtj <br />WZ <br />�u O <br />z <br />u <br />I- <br />Z m <br />U <br />uj <br />a� <br />zz <br />CS) <br />Nz <br />d <br />O;6 <br />44 <br />UJU <br />u.i <br />� r r <br />Z r CL <br />O O v- _ <br />� 6 In <br />j O O <br />W <br />w <br />O <br />00 <br />i- <br />m <br />N <br />d'. <br />r <br />� <br />W <br />Z <br />0 <br />Q <br />o <br />m <br />O <br />z <br />w <br />w <br />F— <br />V <br />V <br />O <br />U <br />CO <br />�n <br />m <br />14) <br />m <br />
The URL can be used to link to this page
Your browser does not support the video tag.