My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6355 Bar S Bar Trl
Zephyrhills
>
Building Department
>
Building Plans
>
6355 Bar S Bar Trl
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/25/2025 10:51:52 AM
Creation date
2/19/2025 11:37:36 AM
Metadata
Fields
Template:
Building Plans
Street #
6355
Location
Bar S Bar Trl
Contractor
Lennar Homes LLC
Building Plans - Permit #
6401
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
34
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
ROOF FINISH <br />ROOF FINISH <br />PER ELEVATION <br />PER ELEVATION <br />10" <br />PAINTED <br />12 <br />It <br />RAISED <br />12 <br />ROOF SHEATHING <br />15 <br />ROOF SHEATHING <br />4" <br />2� 8 <br />1. <br />STUCCO <br />BAND <br />4 <br />MANUFACTURED <br />MANUFACTURED <br />iv <br />ROOF TRUSS <br />ROOF TRUSS <br />21b. EPS <br />FOAM <br />4" 6" <br />MTL DRIP EDGE <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />r <br />`! 2P <br />r r <br />(V <br />N <br />ALUMINUM WRAP <br />ALUMINUM WRAP <br />"r <br />�_N --k- :;,� Ll <br />ALUMINUM SOFFIT <br />1'-0" <br />ALUMINUM SOFFIT <br />_ <br />N <br />2 1/2" 1 1/2" <br />2 LB EPS FOAM <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />SMOOTH FINISH <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />ATTACHMENT DETAIL <br />ROOF O/H DETAIL <br />ROOF O/H DETAIL <br />BRACKETS DETAIL <br />CORBEL <br />DETAIL <br />5 <br />6 <br />7 <br />8 <br />3/4 - <br />-0 <br />4 = 1 -0 <br />3/4 - <br />-0 <br />/4 - 1 - <br />2 -$, <br />co <br />PAINTED RAISED <br />TRIM BAND <br />4" <br />6" PAINTED RAISED <br />m <br />TRIM BAND <br />411 <br />ZO <br />0 <br />N <br />2" <br />SCORED LINES <br />4" <br />PAINTED RAISED <br />io <br />TRIM BAND <br />—2 LB EPS FOAM <br />SMOOTH FINISH <br />NOT USED <br />WINDOW DETAIL <br />WINDOW TRIM <br />DETAIL <br />GARAGE <br />DOOR TRIM DETAIL <br />9 <br />10 <br />11 <br />12 <br />'- <br />�v <br />N.T. <br />4 - 1 -0 <br />/4 - <br />- <br />/4' _ <br />ELEV AT 18'-0" <br />SECOND FLOOR CEILING <br />PAINTED RAISED <br />STUCCO BAND—, <br />7/8" STUCCO <br />OVER PLYWOOD — <br />CASING BEAD <br />W/ WEEPS OVER <br />FLASHING <br />ELEV AT 10'-0" <br />SECOND FLOOR FF — <br />ELEV AT 8'-8" <br />FIRST FLOOR CEILING <br />WEEP SCREED <br />PAINTED RAISED <br />STUCCO BAND <br />5/8" STUCCO <br />OVER CMU <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />A5 <br />FRONT ELEVATION B <br />3/16" = 1'-0" <br />ELEV AT 18'-0" _ <br />SECOND FLOOR CEILING <br />I <br />7/8" STUCCO <br />OVER FRAME—j--% <br />C.J. <br />6-0"ELEV AT 10'-0" _ _ _ <br />SECOND FLOOR FF <br />ELEV AT 8'-8" CASING BEAD <br />FIRST FLOOR CEILING W/ WEEPS <br />OVER <br />FLASHING <br />5/8" STUCCO <br />OVER CMU <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />REAR ELEVATION B <br />3/16" = 1'-0" <br />SHINGLE ROOF <br />,, , <br />a <br />4' OFF <br />RIDGE VENT <br />CASING BEAD <br />W/ WEEPS OVER <br />FLASHING <br />IF 1'-0" <br />O.H. <br />7/8" STUCCO <br />OVER FRAME <br />M <br />ti ---DRIP 'V" SCREED <br />f 'PAINTED RAISED <br />STUCCO BAND <br />6" PAINTED RAISED <br />STUCCO BAND <br />5/8" STUCCO <br />OVER CMU <br />PAINTED METAL <br />- <br />GARAGE DOOR <br />HINGLE ROOF <br />12 <br />5 <br />I <br />z_ <br />J M <br />L `� J <br />SS C.J. <br />- - 14'-0" <br />MID -WALL <br />WEEP <br />SCREED <br />00 <br />60 <br />m Eo <br />ELEV AT 18'-0" _ <br />SECOND FLOOR FRAMING <br />I I <br />I I <br />M I I <br />3 -0 <br />6'-4" �, 10'-0" <br />ELEV AT 10'-0" <br />SECOND FLOOR FF �- <br />ELEV AT 8'-8" DRIP "V' <br />FIRST FLOOR CEILING SCREED <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />RIGHT ELEVATION B <br />3/1611 = 11-011 <br />ELEV AT 18'-0" _ <br />SECOND FLOOR CEILING <br />ELEV AT 10'-0" 12 <br />SECOND FLOOR FF -4 <br />ELEV AT 8'-8" <br />FIRST FLOOR CEILING � <br />12' <br />5 <br />4' OFF <br />RIDGE VENT <br />INGLE ROOF <br />11 111� 12 5 <br />I <br />I I <br />I zi <br />I� <br />w <br />7/8" STUCCO <br />o J <br />OVER FRAME <br />I NU) <br />l ILJ <br />10'-8" <br />10'-0" <br />64" <br />- - <br />5/8" STUCCO <br />- - - - <br />MID -WALL <br />WEEP <br />OVER CMU <br />SCREED <br />4' OFF <br />RIDGE VENT 12 <br />5 <br />LU = 7/8 STUCCO <br />o J OVER FRAME <br />I INS I I <br />IC.J. C.J.I I C.J. C.J. <br />3'-4" - 8'_8't - - - 8.8 - - 8 -8 - - - 8,_8" <br />MID -WALL . <br />WEEP %-5/8" STUCCO <br />SCREED OVER CMU <br />00 <br />ELEV AT 0'-0" <br />LEFT ELEVATION B <br />3/16" = 1'-0" <br />HINGLE ROOF <br />I <br />b.J. <br />3'4' <br />CASING BEAD <br />W/ WEEPS <br />OVER <br />FLASHING- <br />M <br />FLASHING NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE <br />INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH <br />EDITION), SECTION R703.4. AND R903.2 APPROVED <br />CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT <br />ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, <br />INTERSECTIONS, AND PENETRATIONS AND IN THE <br />EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO <br />PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR <br />PENETRATION OF WATER TO THE BUILDING STRUCTURAL <br />FRAMING COMPONENTS. THE FLASHING SHALL EXTEND <br />TO THE SURFACE OF THE EXTERIOR WALL FINISH AND <br />SHALL BE INSTALLED TO PREVENT WATER FROM <br />REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED <br />CORROSION -RESISTANT FLASHING SHALL BE INSTALLED <br />AT ALL OF THE FOLLOWING LOCATIONS: <br />1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR <br />OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, <br />EXCEPT THAT SELF -FLASHING WINDOWS HAVING A <br />CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 <br />MM) OVER THE SHEATHING MATERIAL AROUND THE <br />PERIMETER CF THE OPENING, INCLUDING CORNERS, DO <br />NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING <br />MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED <br />BY THE BUILDING OFFICIAL. <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER <br />MASONRY CONSTRUCTION WITH FRAME OR STUCCO <br />WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER <br />STUCCO COPINGS. <br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR <br />METAL COPINGS AND SILLS. <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD <br />TRIM. <br />5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS <br />ATTACH TO A WALL OR FLOOR ASSEMBLY OF <br />WOOD -FRAME CONSTRUCTION. <br />6. AT WALL AND ROOF INTERSECTIONS. <br />7. AT BUILT-IN GUTTERS. <br />8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR <br />DIRECTION. <br />9. AT ROOF CRICKET OR SADDLE. <br />10. AROUND ROOF OPENINGS. <br />GENERAL FLASHING NOTES: <br />INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH <br />EDITION (2020), SECTION R703.4 AND IN ACCORDANCE <br />WITH STANDARD APPLICATIONS ILLUSTRATED IN THE <br />ARCHITECTURAL SHEET METAL MANUAL (LATEST <br />EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR <br />CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, <br />INC. <br />WINDOW NOTE: <br />ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF <br />0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING <br />THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) <br />* EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS <br />TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST <br />HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH <br />FLOOR LINE OF THAT PARTICULAR ROOM <br />SHINGLE / UNDERLAYMENT NOTE: <br />ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE <br />R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION <br />905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />GENERAL FINISH NOTES: <br />APPLICATION OF STUCCO (EXTERIOR PLASTER) <br />MUST BE IN ACCORDANCE WITH FBC R703.7, <br />ASTM C926 AND C1063 <br />ALL LATH AND LATH ATTACHMENTS TO BE OUT OF <br />CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 <br />FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) <br />co <br />N <br />O <br />N <br />�t. <br />LO <br />00 <br />LO <br />Q.0 <br />Q <br />®g e <br />'e <br />o` , <br />€ "9f4 <br />O <br />LU.., <br />0 <br />z <br />Q <br />N <br />` <br />N LO <br />N 0 <br />W L '00 ;q a <br />cY) <br />LO <br />C:rn <br />A, L 0 <br />W ;0 2 0 <br />_❑ _0 <br />V/ O LLo N Q <br />Z <br />.N <br />i3 <br />U W <br />7W� <br />V <br />0 C _5 <br />CL <br />W <br />UI W <br />❑W (n W0� <br />LLJ�< X -i �¢� zo <br />���_�0�0 <160 <br />Q U <br />❑�°�oo�oom❑zQ¢ <br />� <br />_j0 <br />O Z <br />W d w 7 1 w w 7 07 = Q=� <br />_j < w �zwWQ�°pQ <br />JQ OW <br />J <br />U) LL <br />OOQ o 0 7QZQ<¢ <br />LL �QLL <br />0 <br />Z W <br />O� <br />> O <br />U) M O <br />Q LI? <br />C/) LL <br />ti <br />z <br />fi: t1 M <br />00 <br />< < <br />Z V <br />w <br />W <br />J O <br />J <br />CD <br />3 <br />0�2 <br />Virtual <br />evi <br />w A <br />Plans Review <br />for compliance <br />om <br />lete <br />sist <br />an <br />Inc. <br />ap <br />d <br />th the <br />129 <br />2AT <br />C. <br />h Ed'tion <br />by Debra <br />OUU <br />LO <br />N <br />O <br />o <br />O <br />O <br />r <br />0 <br />N <br />0 <br />OM <br />0 <br />0 <br />N <br />N <br />0 <br />N <br />N <br />N <br />O <br />N <br />r <br />N <br />O <br />r <br />O <br />N <br />O <br />r <br />O0 <br />O <br />O <br />r <br />r <br />0 <br />O <br />N <br />O <br />N <br />O <br />i <br />O <br />N <br />W <br />o <br />0 <br />0 <br />0 <br />O <br />O; <br />Li <br />> <br />r <br />N <br />M <br />EY <br />0 <br />Co <br />i <br />CO U) <br />Qz <br />W <br />z z <br />O <br />V <br />WOO <br />VUU) <br />F— <br />=)z5; <br />LO -0 <br />O <br />or< <br />Q <br />z <br />a-(L <br />�' <br />tO <br />I— <br />W Q <br />N <br />= <br />l.J <br />2 <br />��W <br />O <br />ZOcM <br />Uj <br /><�Z) <br />. L0 <br />O <br />%. <br />_ O <br />V <br />gwo <br />z LL <br />Z <br />a <br />�z <br />J <br />0U <br />0 <br />F. W <br />z <br />A5 <br />z <br />z <br />w <br />W <br />J <br />Lo <br />0 <br />N <br />LAST PLOfT DATE <br />• <br />April 24, 2023 <br />z �' <br />J <br />EXTERIOR <br />ELEVATIONS B <br />
The URL can be used to link to this page
Your browser does not support the video tag.