My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3232 Kresterbrooke Ln
Zephyrhills
>
Building Department
>
Building Plans
>
3232 Kresterbrooke Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2025 1:38:30 PM
Creation date
2/27/2025 11:17:57 AM
Metadata
Fields
Template:
Building Plans
Street #
3232
Location
Kresterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
20165
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
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
c <br />a� <br />v <br />x <br />00 <br />00 <br />0 <br />0 <br />CV <br />00 <br />I <br />i <br />it <br />v <br />x <br />cm <br />co <br />O <br />O <br />J <br />02 <br />O <br />00 CD <br />co <br />00 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M.------ <br />HDR HGT. <br />F.FL. <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />1" x 9" SMOOTH <br />TEXTURED <br />HEAD/BAND <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />Ell <br />17� 1:1 FE-1 D ED [7 <br />F1 7�:] M E I D IF -71 E I <br />12 <br />5� <br />4' RIDGE VENT <br />c <br />r` <br />------ T.O.M. <br />-------_HDRHGT <br />-- - I O <br />00 ip <br />io <br />1" x 7" SMOOTH <br />TEXTURED <br />SILL / BAND <br />--------F.FL. <br />"!7_14 — — — — — — — — — — <br />12 <br />;Z:::�]5 <br />i <br />- - - - - - - - - - - - <br />--- -- - - - - - - - -- - - <br />T-0" <br />i <br />I <br />I <br />I TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />2'-0" <br />FRONT ELEVATION - Al <br />RIGHT ELEVATION - Al <br />SCALE: 1 /4"= V-0" <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water-Resisitive Barriers. <br />Water-resisitive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paperbacked <br />stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry contructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 6th Edition <br />(2017) Residential R806. <br />The Minimum net free ventilating area shall be 1/150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with the <br />balance of the required ventilation provided by eave or cornice vents. <br />"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'" <br />(Values to be verified with Manufacturer Specifications) <br />• RIDGE VENTS 15 SO. IN. OF NET FREE AREA I LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />(D V <br />zM <br />0 <br />—o <br />z <br />z <br />a <br />U) z <br />Ln cD <br />� w <br />•V — <br />Ow <br />01- <br />o <br />�� <br />Mr— <br />U <br />�� <br />m N <br />W <br />U <br />a, M <br />m M <br />N 'a M <br />_ <br />O o 0 <br />U co <br />a) <br />o <br />¢ <br />,_LL00 <br />5 <br />o cv <br />CO o- O <br />0)Lo <br />�v <br />rn ¢ d <br />B D® <br />N�C� <br />wYa6 <br />r <br />N �O <br />N <br />H ad z <br />�N <br />U) Z W Z � z <br />.� c <br />� s � � o w w <br />W Q <br />LU dasr: a <br />":L- O <br />Y7 o�N <br />'Rt, <br />• <br />; CD <br />'W$NW\. DSEJ <br />d , <br />;? O F <br />ltitll <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0Z <br />II <br />wo <br />z a <br />fF <br />z <br />w¢Y� <br />oo8° <br />0 <br />Z LUU Q <br />2,wZ <br />LJ <br />Wo� <br />u <br />U w N <br />/ <br />t]] O <br />Zo <br />LU <br />f Z <br />U) <br />0 <br />a <br />w <br />U <br />_ <br />�.� <br />�J <br />Q <br />. <br />µop Z <br />n <br />z <br />m <br />Lr) <br />Cr <br />oo< <br />z z� <br />J <br />1'-1 <br />LL <br />w a <br />Lu <br />< <br />Z <br />Z <br />ri <br />LLo�E <br />x � 0 <br />J <br />In <br />T-I <br />t� <br />Q <br />Lij <br />Z <br />C w w 8 <br />= F Y V <br />$W° <br />N <br />dam" <br />Z <br />Z <br />W <br />a o <br />�1 <br />ca <br />O <br />r <br />co <br />g <br />LU <br />= <br />Z <br />` LU <br />rn <br />r-+ <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 4/11 /2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />3.1 <br />TJFTU7a Id 11 lu�ii off <br />
The URL can be used to link to this page
Your browser does not support the video tag.