My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36018 Stable Wilk Ave
Zephyrhills
>
Building Department
>
Building Plans
>
36018 Stable Wilk Ave
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 10:47:30 PM
Creation date
2/27/2025 11:20:58 AM
Metadata
Fields
Template:
Building Plans
Street #
36018
Location
Stable Wilk Ave
Contractor
Lennar Homes
Building Plans - Permit #
18790
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
22
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
" 4" THICK <br />6" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM / EPS MATERIAL IS <br />ACCEPTED <br />� BRACKET DETAIL <br />12 <br />5� <br />16'-0" RIDGE VENT <br />12 <br />�5 <br />3'-0" RIDGE VENT <br />12 <br />�5 <br />FRONT ELEVATION - A <br />LEFT ELEVATION - A <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 />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 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 />R703.6.3 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 />R703.8 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 5th Edition <br />(2014) 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 />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA! FT. <br />" (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />"Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ, IN. OF NET FREE AREA / VENT <br />"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed <br />0 <br />0 <br />Q <br />Z <br />—; <br />CL <br />+-J LL, <br />'u - <br />OL <br />L)of <br />E <br />0 <br />M <br />v I <br />O 0 <br />M/� <br />O✓ <br />m04 <br />a)M <br />W <br />O <br />- U <br />C� M Cl) <br />W 6 co <br />O O0 <br />ai <br />,.. inn •t�' � �, � � <br />=FL00 <br />O Y � <br />o <br />o <br />CL 0 <br />LO °o <br />Q a� <br />rn Q o <br />A1 <br />NCBDC <br />ID <br />° + '�• <br />C14 <br />co r� <br />Z <br />ti <br />O ~0 <br />zu <br />ro <br />IL W1'5 L5 o <br />� Q <br />.�r8 P/4f In",1110 <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />Z N <br />O N <br />t/Ln —I M CD <br />a�ru U') <br />z <br />CL .L <br />V) 0 <br />Q Ln <br />` n <br />Q U a� <br />ra <br />z <br />W J�~ <br />J <br />oZ <br />W� <br />z< <br />a <br />f <br />a-�a <br />0 0 <br />Z <br />O <br />z <br />z td W Cr <br />o w z <br />a On8 w <br />w <br />LU <br />�Wo <br />oN <br />J <br />LU <br />z0 <br />Q U <br />LL) <br />z z <br />5 <br />O <br />Q <br />n3 <br />fu <br />> <br />rl <br />S <br />0 <br />z <br />v i <br />aJ <br />W <br />Ow <br />zo <br />Q O F¢¢ <br />JJ <br />O T. <br />J O <br />O <br />2 O U <br />V m 5 <br />(V <br />Za0c, <br />LL <br />wLuZ� <br />a <br />How <br />Z <br />Z <br />N <br />17 <br />0�og <br />a4 <br />W <br />J <br />L r) <br />r-I <br />LLI <br />Q <br />lJ J <br />Q <br />Z <br />Q <br />o w o <br />Y Q <br />c <br />cc 0 <br />M <br />M <br />z <br />< z <br />V) z <br />m <br />g <br />= <br />J R <br />az <br />,--I <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />0 <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.