My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
39567 Dawson Chase Dr
Zephyrhills
>
Building Department
>
Building Plans
>
39567 Dawson Chase Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2025 4:39:17 PM
Creation date
2/19/2025 10:04:38 AM
Metadata
Fields
Template:
Building Plans
Street #
39567
Location
Dawson Chase Dr
Contractor
Lennar Home LLC
Building Plans - Permit #
20520
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 />C <br />a <br />at <br />it <br />TnM <br />12 <br />5� <br />iv <br />o_ 14'-0" RIDGE VENT <br />12 <br />�5 <br />EXTENDED <br />OVERHANG TO <br />BE CENTERED - <br />ON DOOR <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 />REAR ELEVATION - Al <br />o11 1112 <br />O _ _ <br />:3- 15'-0" RIDGE VENT <br />c`ro FF -- — — — —' — — 3 TAB SHINGLES. ROOF <br />oo INSTALLED AS PER <br />i=� - <br />�— MANUF. SPECIFICATIONS <br />o- - HDR HGT. <br />N— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />E TEXTURED — TEXTURED <br />~ 10CEMENTICIOUS CEMENTICIOUS <br />2'-0" FINISH ON C.M.U. FINISH ON C.M.U. - <br />E <br />=o (TYP.) (TYP.) r <br />oo cp <br />a r <br />c <br />c <br />J <br />Cn <br />o _ - - - F.FL. <br />-------------------------------------------------------------------------------------------------------------------------------- <br />0 - - - - <br />a <br />CD <br />LEFT ELEVATION - Al <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 SO. 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 />Y' <br />v, <br />eM <br />O <br />2 N <br />V) cD <br />C_JD' <br />•V — <br />O LU <br />t) => <br />0 <br />r <br />m N <br />c ca ce) <br />— $E <br />= g? <br />rC-oM <br />O o 0 <br />=Z 00 <br />C)�i <br />G <br />00 <br />o <br />d rn <br />o 0 <br />o <br />M Q d <br />B D. <br />N <br />N N <br />10 <br />Z W 0 � z ao Z <br />= .a <br />co <br />a`nU) LL�wi w <br />LU_ N a w <br />LU <br />a("9�s <br />Z O <br />m a3 0 OCA <br />as <br />�o <br />• <br />"Y <br />'�.. 2RS. <br />�10C44 <br />o <br />o <br />Z': <br />tr +iaiilit� <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />soz <br />�5 <br />Lo <br />a� <br />g F <br />wa00 <br />UZ0Ov <br />O <br />o a <br />Lu <br />o?Z <br />W07 <br />U <br />z <br />� <br />W <br />}U <br />LI <br />IO <br />C <br />Y <br />v / <br />M <br />O <br />U <br />= <br /><Lu <br />< <br />�ooQQ <br />O <br />J <br />W <br />¢ U U <br />2:o <br />w O .2 <br />� <br />i'V� <br />ro— <br />wdQ¢ <br />oC <br />Q <br />� ¢¢ <br />0 <br />o <br />Z <br />Z <br />r-iLij <br />oo <br />uJ a 2 � <br />LU <br />¢ww <br />rl <br />LU <br />u, F Y <br />¢ <br />t'V <br />M <br />Q <br />Q <br />Z <br />iraz <br />z <br />a <br />06 <br />� <br />11J <br />_ <br />J to <br />"z <br />r;, <br />,--�t <br />a <br />U')ALE <br />: AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. <br />4n0 <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.