My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3089 Lytton Hall Dr
Zephyrhills
>
Building Department
>
Building Plans
>
3089 Lytton Hall Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/28/2025 12:54:15 PM
Creation date
2/28/2025 11:04:42 AM
Metadata
Fields
Template:
Building Plans
Street #
3089
Location
Lytton Hall Dr
Contractor
Lennar Home
Building Plans - Permit #
22756
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
23
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
I I I' t l 1 1 11 11 I I I I I I I 11 1 I TIP I'I ' 11 111 1 1 11 1 11 1 1 1I t <br />3 TAB SHINGLES. ROOF — <br />INSTALLED AS PER <br />MANUF. SPECIFICATIONS <br />0 <br />bo <br />T.O.M. <br />DR HGT. <br />F.FL. <br />18' RIDGE VENT <br />4' OFFRIDGE VENT -4' OFFRIDGE VEN <br />12 12 <br />5 <br />-_- <br />- — - — <br />3 TAB SHINGLES. ROOF <br />6'-0" _— - �' 16'-7" L— INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - 61 <br />4' RIDGE VENT <br />SCALE: 1 /4"= V-0" <br />12 <br />�5 <br />RIGHT ELEVATION - B1 <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 FOLLOtMNG VALUES, SEE ROOF PLAN" <br />(Values to be verged 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 / SO. FT. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />iW <br />N <br />•. <br />• J <br />Q <br />0. <br />4ROFESSNO�P <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 <br />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 />Q <br />8 N <o a0 <br />OO <br />� J J <br />M N F_ N * Go LL LL <br />(i <br />..�-. J a u_ J a d <br />L.L N LL <br />- <br />2 , <br />) 6 Cl) S W N <br />mLL Sz a pW, W Y <br />Z <br />> .` <br />-�°' Ix <br />o W <br />@ m m 0 <br />ME°r_l°' <oa0 <br />_ <br />ILVjj <br /><N ° 50 <br />ar�z <br />N �0 <br />Z <br />❑fir❑ <br />' W <br />Z N O <br />_ M <br />Zv <br />M <br />tJl <br />M <br />'z'^^ 2 <br />Co <br />V LL <br />w <br />jam` <br />0 <br />w H <br />" <br />2 <br />�N <br />o <br />s <br />� <br />U M <br />w � <br />— 2 g <br />o <br />I <br />U o <br />v, d <br />Q o <br />• <br />Q <br />o <br />to <br />�w <br />M <br />M <br />i <br />O <br />Z <br />Z <br />4 <br />f <br />J <br />m tt <br />W a <br />w° <br />Z o <br />`® <br />0E O <br />U <br />H <br />Z <br />0 <br />oa <br />U0 <br />Z <br />goa <br />C� ru <br />C14O <br />o <br />�z <br />tt a <br />wZ <br />� J <br />p <br />N C <br />z <br />y <br />wm <br />o <br />OZ <br />Z <br />>z <br />Z <br />E N <br />W <br />N <br />CL 3 <br />� <br />o<b <br />LL <br />a <br />U <br />a <br />Nw <br />C..J <br />�z <br />J <br />O <br />wa <br />T° <br />d = <br />ozla <br />o 3 <br />GM <br />s <br />= <br />M <br />.! <br />N <br />LO <br />Q <br />= <br />0 O <br />Ln�— <br />r— <br />N <br />oo <br />� <br />iU <br />CD <br />M <br />c <br />E <br />� <br />Z <br />c <br />� T <br />E O <br />iri <br />N <br />Z <br />a <br />E <br />U � <br />Q p <br />JOB <br />NO: <br />20-1126 <br />SCALE : <br />AS NOTED <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.