My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3034 Lytton Hall Dr
Zephyrhills
>
Building Department
>
Building Plans
>
3034 Lytton Hall Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/3/2025 6:46:29 PM
Creation date
2/25/2025 9:36:35 AM
Metadata
Fields
Template:
Building Plans
Street #
3034
Location
Lytton Hall Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
252
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
3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />12 <br />5� 12 12 <br />5 � 1" x 9" SMOOTH <br />S TEXTURED <br />--- — — —— <br />FREEZE BAND HEEL <br />El E� El 1:1 1�1 <br />El F] <br />14'-0" RIDGE VENT <br />12 <br />5� <br />+3" SMOOTH <br />TEXTURED BAND <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"=V-0" <br />— T.O.M. <br />— — HDR HGT. <br />12 <br />1" x 9" SMOOTH <br />�5 7'-0" RIDGE VENT TEXTURED <br />FREEZE BAND <br />00-1 12 <br />12WX8" SMOOTH <br />_ <br />5� �5 TEXTURES CORBELS <br />3 TAB SHINGLES. ROOF <br />_� �r wag__ T �� ��, INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />1'-0" 1 -0" HDR HGT. <br />- — — — — — — — — — 10------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />10 <br />2'-0" TEXTURED - o <br />CEMENTICIOUS TEXTURED °O 00 <br />FINISH ON C.M.U. CEMENTICIOUS <br />(TYP.) FINISH ON C.M.U. <br />(TYP.) <br />----F.FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT 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 />Coastal Flashings 771 <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 />��py! asp <br />E <br />/`\ <br />A. <br />� J � <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 <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />to <br />E co <br />O <br />9MN0Opp Ol <br />Nk <br />FAQHQ <br />LLNM <br />O <br />m iJ!�iW3iZ`u_ <br />Ui w <br />m, u� <br />a <br />Zra, <br />> <br />0a:O <br />Sato_ Imo <br />m <br />W <br />W <br />m 0 in- m <br />2 rn <br />, 0 a <br />IL <br />LL <br />J <br />v E o¢ O 9 <br />0 <br />Z <br />N<cMZ U J <br />° < ❑DD <br />W <br />M <br />M � <br />N � <br />m O <br />W NNQ <br />r Q <br />O <br />� <br />Q <br />J M <br />C3- C> <br />(nu,) <br />M <br />C <br />T <br />U <br />� Y <br />w O <br />0 2 <br />a <br />0 <br />0-, <br />c/1 <br />_ <br />w <br />y <br />U m <br />rn <br />w � <br />m E <br />0 8 <br />_ <br />" <br />U <br />c U) <br /><t o <br />• <br />w0 <br />14 <br />C:,M <br />M <br />w¢ <br />�o � <br />z <br />Z< <br />U_ <br />zo <br />>� <br /><R <br />QE <br />0 <br />WO <br />Z <br />°� <br />CL <br />a <br />U <br />o< <br />O OU <br />�� <br />Z <br />N fo <br />t <br /><o <br />Qo <br />WZ <br />rp <br />� j CY <br />_ CU <br />�� <br />m� <br />o <br />OLL <br />Z H <br />Z <br />v <br />a <br /><Z <br />ZZ <br />(n <br />U) <br />N 3 <br />< <br />°off <br />Z <br />ao <br />Q <br />< <br />wF <br />� <br />0 <br />az <br />=� <br />a <br />.5 <br />03 <br />0 <br />ON <br />= <br />iu <br />J <br />� <br />W <br />\ <br />/ <br />�a <br />O <br />O <br />L1 <br />0 <br />O <br />I.i. <br />o <br />T <br />O <br />� <br />J <br />d7 <br />= <br />0 <br />r <br />N <br />0 <br />o co <br />ai <br />E <br />E M <br />M ` <br />Zi M <br />o <br />Z <br />m <br />Z <br />3 <br />E O <br />`° <br />E <br />U 0 <br />0 <br />d <br />Q p <br />JOB <br />NO: <br />20-2751 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />] 6-IL"lit<idlG,jlu)I uIV ii (e II a lJu iU d � <br />
The URL can be used to link to this page
Your browser does not support the video tag.