My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3316 Kresterbrooke Ln
Zephyrhills
>
Building Department
>
Building Plans
>
3316 Kresterbrooke Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 7:27:42 PM
Creation date
2/27/2025 11:20:08 AM
Metadata
Fields
Template:
Building Plans
Street #
3316
Location
Kresterbrooke Ln
Contractor
Lennar Homes
Building Plans - Permit #
20404
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 />Q <br />00 <br />0 <br />N <br />HEEL <br />T.O.M. — — <br />HDR HGT. — — <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U: <br />(TYP.) <br />12 <br />5� <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />1" x 9" SMOOTH <br />TEXTURED 12 <br />FREEZE BAND 5� <br />12 <br />�5 <br />12 <br />L_J 3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />— — — — SPECIFICATIONS <br />1' 0" <br />I <br />F.FL. <br />+3" SMOOTH <br />F2 TEXTURED BAND <br />14'-0" RIDGE VENT <br />----------------------------------------------------- <br />1'-0" <br />Z-O" <br />INININININIMIN, <br />MININININININ <br />�l <br />T-0" RIDGE VENT <br />12 <br />�5 <br />FRONT ELEVATION - B1 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />— T.O.M. <br />_ I HDR HGT. <br />TEXTURED _ <br />CEMENTICIOUS °D <br />FINISH ON C.M.U. <br />(TYP. ) <br />------------------------------------ F.FL. <br />M. <br />LEFT ELEVATION - B1 <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 -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 FOLLOVANG 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 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. <br />(9 <br />z� <br />z�® <br />z <br />a <br />4--) W <br />•V — <br />Ow <br />(J) <br />m <br />LU <br />® ~ <br />e) M <br />m04 <br />T <br />= Q! <br />C)�s <br />N <br />O O <br />" o <br />� <br />Qrn <br />v <br />obiQQ1J6 <br />Al <br />BID. <br />x ,T <br />• <br />N N <br />�� <br />V� - <br />N <br />Z $ G' z <br />� eAA � <br />Ili <br />LU Q °^ w <br />j <br />IU <br />ZIpW�$¢ �o <br />Ch m o� <br />C"r <br />LL Z <br />W <br />SE <br />1 • •C � <br />•. �P <br />•. 0 <br />Jam', Y ••••., •••• �e,. <br />\\ <br />�?fo <br />I111111110�\\\\ <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 />Td'f <br />fF <br />0 <br />z <br />0J` w <br />L <br />< <br />LLJ <br />J <br />1..1.. <br />LLI <br />L-Li <br />z <br />2: <br />'0 <br />C <br />z <br />U <br />= <br />Q <br />Opz <br />a9 <br />L - <br />z <br />O <br />0 <br />LPL <br />g�< <br />< UJ <br />z <br />Lr) <br />di <br />J <br />T-1 <br />LJ.J <br />z <br />Z <br />Q <br />ra <br />00 <br />k <br />z <br />V)8 <br />rn <br />mob <br />rn <br />_ <br />�Lu <br />,-t <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAMES <br />VERSION N0. 4e0 <br />SHEET NO. <br />3.1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.