My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
39636 Dawson Chase Dr
Zephyrhills
>
Building Department
>
Building Plans
>
39636 Dawson Chase Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 5:04:18 PM
Creation date
2/19/2025 10:06:38 AM
Metadata
Fields
Template:
Building Plans
Street #
39636
Location
Dawson Chase Dr
Contractor
Lennar Home
Building Plans - Permit #
21715
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
_ 1 L I I I I 1, 1 1 I 1 I I I I I I 1'1 ILL I I ' I_ I I _ I I <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF.� <br />SPECIFICATIONS <br />--------------------- <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />3 <br />MAI <br />Q <br />rn <br />0 <br />N <br />n <br />LO <br />W <br />or <br />12 <br />12 12 <br />5� — — �5 <br />-----€X-TEN )E-D-- -- -------------- <br />OVERHANG TO BE — <br />CENTERED ON DOOR <br />4' RIDGE VENT <br />_ _ T.O.M. <br />--- ------- <br />1-0„ <br />HDR HGT <br />O <br />BID <br />f` <br />------------F.FL. <br />5 <br />I I I I <br />1-AB SHINGLES. ROOF <br />— <br />INSTALLED AS PER <br />JUF. SPECIFICATIONS -- — <br />— <br />2'-0" <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />TEXTURED <br />CEMENTICIC <br />FINISH ON C <br />(TYP.) <br />REAR ELEVATION — Al <br />SCALE: ,,a._,..o. <br />T <br />US <br />M.0 <br />F. FL. <br />LEFT ELEVATION — Al <br />SCALE: 1 /4"=1' <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 -Resistive Barriers. <br />Water -resistive 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 (paper <br />backed 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 constructions 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 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />.0 LUG, <br />u� <br />C� <br />Z o') <br />— a <br />z(D <br />z� <br />Q <br />aLLJ <br />v) z <br />V� U <br />4--J w <br />�U <br />Ow <br />V) <br />E <br />�M U <br />m N <br />W <br />F— EE <br />B <br />M M <br />0 <br />N <br />U <br />C <br />O ii CO <br />o <br />W� <br />rn ¢ o <br />B D. <br />19V <br />•JIP <br />N N <br />y Qo <br />2 <br />U z F: 1ago z tz-� z <br />r 5�� c ua, <br />N LL o W <br />a <br />N� a <br />LUCM Li: <br />>. <br />rn z zz <br />10Z v <br />cn <br />Q c ¢ p cG <br />, 1cc �i t fiitFF, om <br />UMH <br />�1 ¢ <br />(( n <br />�WW'bQ>lY•tL'L6ML <br />.F <br />C"'ROFES5� <br />\\ <br />To the best of the Engineer's 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. Engineer's 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 />w <br />z¢ <br />zz <br />zI- <br />fa <br />0 <br />U 0 <br />Z <br />O <br />f— <br />U <br />2a<U <br />z <br />d J <br />W <br />C) <br />m <br />"W�© <br />y_ <br />Q� <br />Lid <br />z z <br />a oZ <br />L <br />W <br />ZW <br />0 <br />0 <br />U <br />TI <br />Q <br />µo1 O z <br />F- heP <br />f- <br />C <br />J <br />W <br />f_'6 <br />Lr)oa <br />u0 of a <br />N <br />z z <br />a�uJ <br />o <br />�ozo <br />Z <br />z <br />01 <br />6ii <br />J <br />Ln <br />LL <br />z <br />z� <br />OR <br />z <br />a< <br />gu, <br />m <br />O <br />d' <br />� <br />z <br />g <br />= <br />j <br />rn <br />.--I <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 5/7/2019 <br />TECH: FFLORES <br />VERSION NO. 10 <br />SHEET NO. <br />3.2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.