My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
39950 Harmon Grove Ct
Zephyrhills
>
Building Department
>
Building Plans
>
39950 Harmon Grove Ct
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2025 7:38:29 PM
Creation date
2/19/2025 10:25:22 AM
Metadata
Fields
Template:
Building Plans
Street #
39950
Location
Harmon Grove Ct
Contractor
Lennar Home
Building Plans - Permit #
2018
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 />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />T.O.M. <br />HDR HGT. <br />6" FASCIA <br />(TYP) <br />o <br />9 <br />TEXTURED <br />� <br />CEMENTICIOUS <br />-1 <br />FINISH ON C.M.U. <br />CID <br />(TYP.) <br />F. FL. <br />i <br />10" 6-0" <br />15'-0" RIDGE VENT <br />12 <br />5C� <br />—EXTENDED <br />OVERHANG TO <br />BE CENTERED <br />ON DOOR <br />12 <br />5� <br />12 <br />�5 <br />REAR ELEVATION - Al <br />14'-0" RIDGE VENT <br />SCALE: 1 /4"=V-0" <br />T.O.M. <br />HDR HGT. <br />0 <br />a0 00 <br />Zo <br />F.FL. <br />12 <br />5 <br />RIGHT ELEVATION - Al <br />3'-0" <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 <br />C926 and ASTM C1063, or ASTM C1787 and the provisions of <br />this code. <br />R703.7.1 Lath. <br />Lath and Lath attachments shall be of corrosion -resistant <br />materials. Expanded metal or woven wire lath shall be attached <br />with 1-1/2" long, 11 gage nails having <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. <br />R703.7.2 Plaster. <br />Plastering with cement plaster shall be not less than three coats <br />where applied over any type of code -approved lath and shall be <br />not less than two coats where directly applied over masonry, <br />concrete, clay brick, stone, or tile. If the plaster surface is <br />completely covered by veneer or other facing material or is <br />completely concealed, plaster application need be only two coats, <br />provided total thickness is as set in Table R702.1(1). <br />Cement plaster shall be in accordance with ASTM C926 and <br />material shall be in accordance with one of the types listed in <br />R703.7.2. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as required in Section <br />R703.2 and, where applied over wood -based sheathing, shall <br />include a water -resistive vapor -permeable barrier with a <br />performance at least equivalent to two layers of Grade D paper. <br />The individual layers shall be installed independently such that <br />each layer provides a separate continuous plane and any flashing <br />(installed in accordance with Section R703.4) intended to drain to <br />the water -resistive barrier is directed between the layers. <br />R703.2 Water -Resistive Barrier. <br />One layer of No. 15 asphalt felt, free from holes and breaks, <br />complying with ASTM D226 for Type 1 felt or other approved <br />water -resistive barrier shall be applied over studs or sheathing of <br />all exterior walls. No. 15 asphalt felt shall be applied horizontally, <br />with the upper layer lapped over the lower layer not less than 2 <br />inches. Where joints occur, felt shall be lapped not less than 6 <br />inches. Other approved materials shall be installed in accordance <br />with the water -resistive barrier manufacturer's installation <br />instructions. The No. 15 asphalt felt or other approved <br />water -resistive barrier material shall be continuous to the top of <br />walls and terminated at penetrations and building appendages in <br />a manner to meet the requirements of the exterior wall envelope <br />as described in Section R703.1. <br />R703.4 Flashing. <br />Approved metal flashing, vinyl flashing, self -adhered membranes <br />and mechanically attached flexible flashing shall be applied <br />shingle -fashion or in accordance with the manufacturer's <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturer's instructions. All flashing shall <br />be applied in a manner to prevent the entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. <br />Self -adhered membranes used as flashing shall comply with <br />AAMA 711. All exterior fenestration products shall be sealed at <br />the juncture with the building wall with a sealant complying with <br />AAMA 800 or ASTM C920 Class 25 Grade INS or greater for <br />proper joint expansion and contraction, ASTM C1281, AAMA 812, <br />or other approved standard as appropriate for the type of sealant. <br />Fluid -applied membranes used as flashing in exterior walls shall <br />comply with AAMA 714. The flashing shall extend to the surface <br />of the exterior wall finish. <br />Approved flashings shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry construction 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 intersection. <br />• At Built-in gutters. <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 />N <br />N <br />.i��iti[!ItiEldl♦ <br />Q. <br />N <br />CV <br />ch <br />A <br />� � • <br />W. Gh . 3y O <br />; e. <br />.. <br />w � <br />cc — <br />M <br />,UJ <br />Ir <br />o <br />k. <br />4. <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 2020 <br />Florida Building Code - <br />Residential 7th 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 />H <br />a <br />LO <br />n <br />�E 00 <br />o ro 8m n xt <br />,a <br />p m J u- <br />Q <br />Ell <br />2 <br />•5 u, 00 ow) t w <br />rn r r-� w a <br />aajM0 <br />0 <br />LL o � °' Y <br />DLLV- d W O <br />0 <br />z <br />Co o <br />19 <br />L O W <br />aaa <br />Z <br />IL W <br />00 a <br />M Z Z L O <br />N <br />O U U � U) <br />W <br />0O0 <br />� <br />z M <br />o <br />z <br />z <br />a. <br />N <br />N <br />M <br />z <br />N <br />CD <br />— L� <br />4--1 <br />f>3 <br />w g <br />jr <br />OLLr <br />N <br />l/7 <br />o <br />CO <br />W <br />_ E <br />�I�11 <br />" ° N <br />c <br />o <br />m <br />w <br />CIO <br />09 <br />z <br />U_ <br />Q <br />zo <br />go <br />Z>Z <br />Z® <br />U <br />GlS <br />F <br /><� <br />�° <br />K� <br />UO <br />U0 <br />o° <br />N¢z <br />a� <br />°� <br />wZ <br />L <br />wg <br />6 p <br />wn <br />w n <br />m <br />C <br />9' <br />° Y <br />U <br />m° <br />ow <br />Z <br />Z <br />J <br />�� <br />QW <br />Zw <br />u'j <br />C <br />w <br />oa <br />n o <br />W <br />Q 55 <br />U <br />w <br />02 <br />' <br />w w <br />Mk <br />r <br />Jw <br />�F <br />il¢ <br />0 3 <br />> U) <br />O <br />C <br />as <br />m <br />L <br />'C <br />> <br />CU <br />O <br />N <br />Q <br />Y <br />> <br />o <br />C) <br />m <br />W <br />� <br />i- <br />co r <br />= 04 <br />/�� <br />V / <br />r <br />_ <br />Cfl <br />O <br />rn <br />Ln <br />O <br />N <br />C`V <br />T- <br />ui <br />N <br />M <br />co <br />o <br />ca <br />z <br />� <br />E Q <br />coE 0 <br />C <br />a <br />U _J <br />Q 0 <br />� <br />JOB <br />NO: <br />21-4270 <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.