My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3163 Lytton Hall Dr
Zephyrhills
>
Building Department
>
Building Plans
>
3163 Lytton Hall Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/28/2025 1:27:22 PM
Creation date
2/28/2025 11:05:12 AM
Metadata
Fields
Template:
Building Plans
Street #
3163
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
22332
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
11 i <br />OP <br />0 <br />ao <br />5� <br />HEEL — 12 <br />N <br />T.O.M. F4 <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />HDR HGT. — t <br />------------------------ <br />TEXTURED F <br />CEMENTITIOUS FINISH <br />ON C.M.U. (TYP.) <br />I <br />1 <br />2" x 4" SMOOTH I <br />TEXTUREDZo I <br />SILL / BAND <br />I <br />I <br />I <br />I <br />F.FL.-------------------------------------- I — <br />12 <br />�5 <br />3 TAB SHINGLES. ROOF <br />—' <br />INSTALLED AS PER <br />—� =— <br />MANUF. SPECIFICATIONS <br />1'-0" — — — <br />-------------------------------- <br />I ❑ ❑ ❑ ❑ ❑ ❑ <br />❑❑❑❑�❑❑ <br />-- <br />2" <br />------ <br />1" x SMOOTH <br />� <br />TEXTURED <br />HEAD/BAND <br />FE7a <br />I <br />j <br />-- <br />--- <br />-------- <br />FRONT ELEVATION - B1 <br />4' RIDGE VENT <br />12 12 <br />- g <br />��-- <br />SCALE: 1 /4"=V-0" <br />18' RIDGE VENT <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />--------- HDR HGT. <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />1'-0" <br />2'-0" CEMENTITIOUS TEXTURED TEXTURED <br />CEMENTITIOUS - <br />FINISHISH ON ON C.M.U. 9 <br />FINISH ON C.M.U. (�,P) co 60 <br />(TYP.) Zo <br />LEFT ELEVATION <br />- B1 <br />1 /4"=11-011 <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 />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 />rn <br />(t_\ <br />'v <br />"Wj It II <br />��' • <br />F •' <br />" <br />'•N NN <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />Q <br />E I'_ Co <br />8 N N <br />V <br />Opp o, J <br />M N � N co ly tL <br />(A <br />(AU_ <br />5 J u- J a a <br />N W <br />a <br />y t7 a W W 7 <br />> C a W Y <br />Z <br />vrA°' x or <br />�a�o_ �mOo <br />oC" m��0 <br />W <br />ILW'm <br />Z <br />2ETco �oai <br />rn _@ N p< 0 rn 2 <br />NQr�Z C) <br />Z <br />d ❑OOO <br />W <br />� <br />Q) <br />Z N (D <br />S <br />Z <br />Z o <br />J fh <br />o <br />U) <br />N <br />_Z <br />/4--J0. <br />V <br />.O <br />�n Y <br />w O <br />Q <br />N <br />W F- <br />c E <br />�ll) <br />o <br />U f° <br />d <br />a+ <br />_®w <br />U o <br />� o <br />• <br />s�o <br />ti <br />C:,J <br />w <br />Cl)Z <br />o <br />� <br />LL <br />E E <br />io <br />a° <br />» <br />Z® <br />CU nJ <br />O = <br />s <br />a� <br />OU <br />o� <br />Z <br />N <br />, ! L <br />o <br />¢o <br />O <br />az <br />�w <br />aD <br />� <br />- <br />� <br />w 0 <br />O <br />zZ <br />Z <br />J <br />ab <br />Q W <br />gz <br />rn <br />Q3 <br />ova <br />?o <br />a <br />wZ <br />W <br />U <br />�o <br />o� <br />0o <br />JW <br />Qa <br />0_ <br />�o <br />CD <br />V <br />zzla <br />It: <br />3 <br />c <br />0 <br />^L <br />W\ <br />r <br />o-1-N <br />> <br />'O <br />V/ <br />m <br />2 <br />U) <br />T <br />y <br />J C:) <br />TO <br />r <br />ui <br />E <br />c <br />M N <br />r <br />o <br />Z <br />c <br />E O <br />c <br />EL <br />J <br />Q Q 1 <br />J <br />JOB <br />NO: <br />19-8530 <br />SCALE : <br />AS NOTED <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.