My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
583310th St
Zephyrhills
>
Building Department
>
Building Plans
>
583310th St
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/3/2025 2:34:58 PM
Creation date
2/18/2025 4:26:02 PM
Metadata
Fields
Template:
Building Plans
Street #
5833
Location
10th St
Contractor
VIP Construction
Building Plans - Permit #
21333
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
6
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
WINDOW SCHEDULE <br />REFERENCE ® <br />QTY. <br />DIMENSIONS <br />TYPE <br />MATERIAL <br />NOTES <br />SH30x30 <br />2 <br />37 3/41. x 37"H. <br />SINGLEHUNG <br />VINYL <br />SH30x40 <br />1 <br />37 3/4"L. x 49"H. <br />SINGLE HUNG <br />VINYL <br />SH30x5Oe <br />1 <br />37 3/4"L. x 61 "H. <br />SINGLE HUNG <br />VINYL <br />SH30x40 <br />1 <br />37 3/411L. x 49°H. <br />SINGLE HUNG <br />VINYL <br />SH4440 <br />1 <br />53 7/811L. x 49"H. <br />SINGLE HUNG <br />VINYL <br />SH60x40 <br />1 <br />73 3/41. x 49°H. <br />SINGLE HUNG <br />VINYL <br />e -COMPLIES W/ EGRESS REQ./SILL HEIGHT IS LESS THAN 44" A.F.F. <br />1 3/4" THICK, FIBERGLASS <br />OR SOLID BONDED, WD:, <br />COORDINATE W/ OWNER <br />6-0" <br />FRAMED DOORS <br />TYP. FRAMED DOORS <br />SIMPSON HUC212-3 W/ <br />22 EAYx2%a TITEN <br />13/8" THICK, HOLLOW <br />CORE WD. DOOR <br />VARIES <br />C 60 <br />Fo to <br />i <br />EXISTING WALL <br />GROUT ACCESS <br />HOLE SHOULD BE ON <br />THE INSIDE FACE - \ <br />MOUNT HANGER IN THE MIDDLE <br />OF THE BLOCK FACE <br />BLOCK WALL END FACE <br />CELL MUST BE GROUTED SOLID W/ 3000 PSI GROUT <br />OR FORM & POUR END OF WALL. IF CELLS ARE <br />EMPTY, THEY SHOULD BE REMOVED & A FORM & <br />POUR 8 x 8 END WALL SECTION AS SHOWN <br />#5 ROD EPDXY 4" MIN INTO CC FLOOR AND 25" MIN <br />LAP, THIS MAY BE FORMED & POUR OR CUT ACCESS <br />FROM THE FACE THAT FACES THE DOOR OPENING. <br />DO NOT CUT THE INSIDE FACE OF THE BLOCK IN <br />ORDER TO MAINTAIN THE BEARING. THE ANGLE <br />SHALL BE SUPPORTED WITH 4X4 FOR A MIN OF 5 <br />DAYS AFTER GROUTING THE SUPPORT COLUMNS. — <br />13/8" THICK, HOLLOW <br />CORE WD. DOOR <br />VARIES <br />/ <br />\ <br />C <br />\ <br />\ <br />TRUSSES W/ <br />SIMPSON H6 <br />a o Q <br />° 3- 2xl2 SYP, NAIL USING <br />16d COMMON 3 @ 16" O.C. <br />FROM EACH SIDE <br />° SIMPSON HUC212-3 W/ <br />22 EA%x2/ TITEN <br />a <br />° LOCATION SHOWING ° <br />ALL CELLS FILLED <br />° <br />° <br />a <br />° <br />4'4' f <br />2'.8" �: V-8" <br />ALL INTERIOR DOORS COMPLY <br />W/ ACCESSIBILITY <br />REQUIREMENTS AS REQUIRED <br />PER 2017 FBC, 6TH EDITION, <br />RESIDENTIAL SECTION R322. <br />VARIES 1.i 2" 2"1.i. VARIES u2' <br />1 N II I 1 II /10 <br />WOOD PAINTED AME, <br />3 \ II I I II /11 <br />9 <br />. mi r I- PARTITION J <br />DOOR AND WINDOW ELEVATIONS <br />J SCALE: 3/8" = V-0" <br />EXISTING WALL <br />PRE -SHAPE BENT REBAR AS SHOWN. MIN. OF <br />V-0" x V-0" OF REBAR TO BE INSERTED <br />VERTICALLY INTO FIRST NEW CAVITY ADJACENT <br />TO EXISTING WALL. FILL EACH CELL FROM <br />GRADE TO FULL HEIGHT OF WALL <br />IN EXISTING WALL DRILL A 1" HOLE TO A DEPTH <br />OF 6". INSERT #5 REBAR W/ VERTICAL DIMENSION <br />OF 16" O.C. AND FILL CAVITY W/ STRUCT. EPDXY <br />TO PROVIDE A MINIMUM BOND STREGTH OF 4000 <br />P.S.I. TY. AT FULL HEIGHT OF WALL <br />FILL ADJACENT VERTICAL <br />CELL & INSTALL #5 REBAR @ <br />FULL HEIGHT OF WALL <br />CONT. GROUT JOINT <br />BEAM DETAIL REINFORCEMENT <br />�liJ SCALE: 3/4" = V-0" <br />CVIQTIAI!'_ AC'0UAI T OL17A1!'I CQ <br />ELEVATION <br />SCALE: 1/4" = V-0" <br />,�, ELEV (+/ )1 V-9" <br />0 <br />0 <br />M <br />W <br />0 <br />0 <br />M <br />W <br />M <br />0 <br />o <br />co <br />SQUARE FOOTAGE BREAKDOWN: <br />A/C (INTERIOR) S.F. =1,087 S.F. <br />BUILDING FOOTPRINT =1,407 S.F. <br />GARAGE S.F. = 200 S.F. <br />REAR DECK S.F. = 250 S.F. <br />FRONT PORCH S.F. = 56 S.F. <br />ELEVATION <br />SCALE: 1/4" = V-0" <br />0 <br />M <br />0 <br />M <br />U) <br />I EXTERIOR <br />FLOOR PLAN <br />1 SCALE: 1/4" = V-0" <br />♦, <br />0 2 4 8 , <br />door <br />NORTH <br />GENERAL NOTES: <br />1. ALL INTERIOR DOORS COMPLY W/ ACCESSIBILITY <br />REQUIREMENTS AS REQUIRED PER FBC 2017 RESIDENTIAL SECTION R322 <br />2. BEDROOM WINDOWS COMPLY W/ EGRESS REQUIREMENTS AS REQUIRED PER <br />FBC 2017 RESIDENTIAL SECTION R310 <br />3. COORDINATE ALL ELECTRICAL LIGHTING AND SWITCH PLACEMENT W/ OWNER <br />4. ALL FLOOR FINISH CHANGES SHALL OCCUR UNDER THE CENTERLINE OF DOORS <br />IN THE CLOSED POSITION <br />R302.5.1 OPENING PROTECTION. <br />OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING <br />PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND <br />RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 <br />INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS <br />THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. <br />R305.6 SEPARATION REQUIRED. <br />THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT <br />LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, <br />GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE <br />ROOMS ABOVE BY NOT LESS THAN 5/8-INCH (15.9 MM) TYPE X GYPSUM BOARD OR <br />EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE <br />STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS <br />THAN 1/2-INCH (12.7 MM) GYPSUM BOARD OR EQUIVALENT. <br />R314.1 SMOKE DETECTION AND NOTIFICATION. <br />ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN <br />ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE <br />WARNING EQUIPMENT PROVISIONS OF NFPA 72. <br />R315.1.2 COMBINATION ALARMS. <br />COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY <br />A NATIONALLY RECOGNIZED TESTING LABORATORY <br />PARTITION LEGEND <br />PARTITION TYPE <br />ASSEMBLY <br />EXISTING PARTITION TO REMAIN. PATCH AND REPAIR TO NEW <br />CONDITION AS REQUIRED BY NEW WORK <br />NEW PARTITION - 8" REINFORCED CMU WALL SYSTEM W/ 3/4" MIN. <br />EXTERIOR CEMENT PLASTER FINISH (2 COAT SYSTEM), PAINTED, <br />OVER LIQUID APPLIED WATERPROOFING MEMBRANE FUL HEIGHT <br />OF CMU AND 8" BELOW GRADE, MIN. APPLY TO INTERIOR 1/2" CWB <br />ON FURRING STRIPS WITH RIGID INSULATION. PROVIDE MOISTER <br />RESISTANT GWB AT ALL WET WALLS. <br />O wgf; I <br />NEW PARTITION - EXTEND TO CEILING, 2"X4" WOOD STUDS AT 16" <br />O.C., WITH 1/2" GWB BOTH SIDES, PROVIDE SOUND BATT <br />INSULATION IN STUD CAVITY. PAINT FINISH. INCREASE WIDTH OF <br />CAVITY WALL AT PENETRATIONS AS REQUIRED. <br />NEW PARTITION - EXTEND TO ROOF, 2"X6" WOOD STUDS AT 16" <br />O.C., WITH 1/2" GWB ONE SIDE, PROVIDE R-19 BATT INSULATION IN <br />STUD CAVITY. PAINT FINISH. INCREASE WIDTH OF CAVITY WALL <br />AT PENETRATIONS AS REQUIRED. <br />FLOOR PLAN GENERAL NOTES <br />1. DRAWINGS ARE PROVIDED TO CLARIFY DESIGN INTENT. <br />G.C. TO COORD. WITH OWNER AND PROVIDE MANOR DATA <br />ON ALL ITEMS FOR OWNERS APPROVAL. <br />2. PROVIDE NEW INTERIOR WALL FINISHES TO MATCH <br />EXISTING AT DAMAGED/REMOVED AREAS. COORDINATE <br />EXTENTS WITH DEMOLITION <br />FLOOR PLAN DIMENSION GENERAL NOTES <br />A. SCALES AS STATED ARE VALID ON THE ORIGINAL DRAWING ONLY. DO NOT SCALE FROM <br />THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC <br />PRESENTATION. DETAIL DIMENSIONS TAKE PRECEDENCE OVER PLAN DIMENSIONS. <br />B. NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES, ANY MODIFICATIONS OR <br />DEVIATION TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR REVIEW AND <br />APPROVAL. <br />C. ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM A "BENCH MARK" OR OTHER SIMILAR <br />GUIDE ESTABLISHED PRIOR TO THE START OF CONSTRUCTION, HIGH POINTS, LOW POINTS, <br />IRREGULARITIES IN FLOOR SLAB WHICH COULD AFFECT FABRICATION / INSTALLATION, <br />WORK OF OTHER TRADES OR VENDORS SHALL BE BROUGHT TO THE ATTENTION OF <br />ARCHITECT. <br />ALL WORK SHALL CoMpty t <br />CODES FLORIDA BUILDING Coa a AILING <br />NATIONAL ELECTRIC CODE, <br />AND THE CITY OF <br />z <br />ORDINANCESERHYRH1tt3 <br />U <br />zL <br />fn <br />� <br />uir4d' <br />LLJ <br />i <br />■ <br />I— <br />v) <br />cl) <br />Q <br />Llw <br />t=WCl) <br />cz <br />zU <br />Z <br />T <br />0 <br />1= W <br />Q > <br />+-+ <br />N <br />= <br />Z <br />Q <br />O <br />Inn <br />m 0 <br />cz <br />U cii <br />� < <br />p <br />o <br />in <br />W <br />W N <br />N <br />C <br />Q <br />0) <br />W <br />(D <br />z <br />F <br />U) <br />x <br />W <br />CN <br />",I- <br />L , <br />O <br />M <br />M <br />ILL <br />W <br />� <br />� <br />_/ <br />-- <br />O <br />= <br />WWM0— <br />M <br />CSC <br />0 <br />Lo <br />W <br />N <br />ISSUE RECORD <br />REVISION NO./DATE: <br />DESCRIPTION: <br />FLOOR PLAN <br />JOB No.: 19-023 <br />DWN BY: MA <br />CHK BY: JLM <br />DATE ISSUED: 05.07.19 <br />SHEET NO: <br />A- <br />1 <br />.O <br />
The URL can be used to link to this page
Your browser does not support the video tag.