My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36029 Stable Wilk Ave
Zephyrhills
>
Building Department
>
Building Plans
>
36029 Stable Wilk Ave
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2025 2:25:36 PM
Creation date
2/19/2025 10:48:00 AM
Metadata
Fields
Template:
Building Plans
Street #
36029
Location
Stable Wilk Ave
Contractor
Lennar Homes LLC
Building Plans - Permit #
18704
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
29
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
;0 <br />60 <br />EE <br />;0 <br />00 <br />12 <br />5 <br />T.O.P. <br />HDR HGT. <br />------------------ -------------------- ---------------------- <br />Ci <br />2nd FIN. <br />FLR. CJ / WEE� — — — — — — — — — 12 — — — — — — — — -- — — — — — — — — — — — — — Cj WFFP — — — — — — <br />T.O.M. <br />F.FL. I <br />LL <br />_FkbbiF�0_Blff ------ <br />CENTERED ON <br />DOOR <br />- — --------------- <br />TEXTURED <br />f��ECE <br />MENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - A <br />SCALE: 1/4"=V-101" <br />12 4 12 <br />`7 <br />9'RIDGE VENT <br />T.O.P. <br />HDR HGT <br />------------------------------------------------------------- — -------------------------------------------- <br />L --I- <br />bid FIN. <br />--------------------— <br />FLR. <br />T.O.M <br />------------------- 1�_ — -4 — — — — — — — I -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />21-0" <br />TEXTURED---',', <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />F.FL L-1 L I <br />RIGHT ELEVATION - A <br />SCALE: 1/4"=1'-0" <br />General Notes <br />ROOF CRITERIA: <br />12"OVERH G 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 ASTIM 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-Resieltive Barriers. <br />Water-resisitive barriers shall be Installed whom 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-reslsdve barrier (paperbacked <br />stucco lath) over an approved synthetic house wrap. <br />R703.8 Fleshing. <br />Approved oorrosion-resistant flashing shall be applied <br />shingle-fashlon 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 wells. <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 pvAded to at least 40% <br />but no more than 50% of the required ventilation is provided in the upper portion ol <br />the space to be venglated.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 verrifilatiort provided by eave or comice vents. <br />-CALCULATIONS WED 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 SO. IN. OF NET FREE AREA / SO. FT. <br />*If riot enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />o LOMANCO DECK -MR (Shingle 9 SO. IN. OF NET FREE AREA / FT. <br />Formula: (Sq. Ft Sofflt Needed) x 7 = (Sq. In. Needed) 19 = (Unear Ft of Dack-Air Needed) <br />e allAGIN Mile R000 - 86.25 SO. IN. OF NET FREE AREA/ VENT <br />-Formula: (Sq. Ft SollIt Needed) x 7 - (Sq. In. Needed) / 86.25 = Amount of ONson vents Needed <br />(D <br />z <br />z <br />z <br />__j <br />0� <br />z <br />LU <br />U <br />0 LU <br />U1) <br />V) <br />ca CO <br />2 0 <br />E <br />8 <br />C14 <br />V) <br />M <br />:2 M <br />0 - 04 <br />OEM $ <br />0) <br />.2a <br />U. 00 <br />-5 -00 <br />0 W P <br />$ <br />.�z <br />< tom <br />US CL 0 <br />Lo 0 't <br />0 Do <br />N-C-B-D C <br />% <br />11�4 <br />SM <br />Lh <br />2 LL 0 <br />kj_ 60 <br />Z) 3 LL <br />0*0 <br />< 0 <br />6 <br />C, <br />C11 <br />0 <br />91F <br />To the best of th9 lneer';;ic*'*v0Vrr! D,andl <br />belief, the structure 4#Wd air <br />ained <br />at 6r <br />.4 2 <br />'ury R:ft- <br />,ZLIa.1t,1114 <br />within these drawings c da aullding <br />Code Sth 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 />C) <br />CD <br />z r_j <br />0 CU N <br />:h� C:) <br />C�I <br />> U.) M <br />M p <br />M In <br />V) :2 <br />V) L_ <br />a) 0 LA <br />0� U 00 <br />z F- <br />< <br />E <br />z <br />LU F- <br />_j 0 <br />W tD <br />W <br />0 <br />F- <br />< <br />:> <br />LU <br />LU <br />Z Z <br />8 <br />Ln <br />Lu <br />z <br />c) <br />to <br />W <br />Lu <br />Cr <br />LU <br />0 <br />W 0, 0 <br />z <br />z <br />ILIJ <br />rs! <br />N <br />Ln <br />0 *,x <br />:)`2 <br />1,, '20': '.- <br />LIJ <br />2: <br />< <br />LU <br />2: <br />< <br />z <br />9-8 <br />� Z <br />�2 m t5 <br />110 <br />rt') <br />z <br />Z <br />�gjz <br />Cy Vi <br />Ln Z <br />0 <br />0 <br />rn <br />T-4 <br />Ln <br />SCALE AS NOTED <br />DATE: 2/24/2014 <br />TECH: ERAND <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.