My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
39994 Harmon Grove Ct
Zephyrhills
>
Building Department
>
Building Plans
>
39994 Harmon Grove Ct
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 8:45:07 AM
Creation date
2/19/2025 10:26:29 AM
Metadata
Fields
Template:
Building Plans
Street #
39994
Location
Harmon Grove Ct
Contractor
Lennar Home
Building Plans - Permit #
2149
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
35
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
-iw <br />80 <br />E <br />m <br />un <br />r` <br />un <br />N <br />CAD <br />d <br />-v <br />0 <br />0 <br />J <br />M <br />rL0 <br />I <br />`N <br />x <br />m <br />LO <br />r— <br />LO <br />CV <br />C) <br />CD <br />-v <br />s <br />0 <br />No <br />J <br />M <br />0 <br />I <br />iE:i <br />to <br />it <br />0 <br />tp <br />0 <br />pU <br />J <br />N <br />0 <br />O <br />0 <br />O <br />d <br />.O <br />LO <br />N <br />ti <br />FIBERGLASS SHINGLE <br />INSTALLED AS PER <br />MANUFACTUER SPECIFICATIONS <br />T.O.P. <br />1DR HGT. <br />F16 EXTERIOR <br />F1 PLASTER ON <br />FRAME <br />25 SH - 12 25 SH 25 SH <br />= 5 \ \ FLASHING 1" x 12" SMOOTH <br />2nd FIN. — \ �� TEXTURED <br />---------------------- ------------------------- -- -- ---- — - --- —----------- -- TRIM /BAN <br />T.O.M. <br />CJ / WEEP (CNI CJ / WEEP <br />)RHGT. <br />——--------- ----I— —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- F20 <br />F1 <br />I I <br />I I TEXTURED <br />CEMEN I I I IOUS <br />FINISH ON <br />F1 I VCMU (TYP) <br />F] <br />I I <br />I I <br />F20 <br />35 SH F1 <br />FIN FLR I I <br />3068 16070 OVERHEAD DOOR <br />F2 F21 <br />F1 F1 FRONT ELEVATION - B 1 <br />SCALE: 1 /4"= V-0" <br />C10CD!^--1 AQC QW[Kin--1 C <br />LEFT ELEVATION - 61 <br />SCALE: 1 /4"=V-0" <br />------- T.O.P. <br />HDRHGT. <br />2nd FIN. <br />FLR. <br />T.O.M. <br />HDR HC <br />FIN FLR <br />CV <br />co <br />1" <br />T,ENTRY COLUMN DETAIL <br />SCALE: 1 /2"= t'-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 NS 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 />`v1�\1111ll ll"fill <br />W N <br />\1����°°°°��fl <br />ZF <br />J <br />Q <br />0` <br />�°' CG <br />g <br />i% <br />"YOFESS`O?° <br />ll'rnrrlliltl{ri�•�\ <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 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />Q <br />r, <br />vE op� <br />N N 01 <br />C <br />2r;w0, atLL W <br />W <br />�rNia�2 I-,UA <br />a Y <br />Q <br />cc JLLu a W <br />O <br />Z <br />tom°' o <br />� C c OJ <br />W <br />Z <br />LLW <br />00 0 -J a <br />M Z X rn 0 <br />Z <br />N <br />U OU � y <br />❑ ❑ ❑ <br />U <br />Z N Q <br />z <br />z � � <br />N <br />U' 1 <br />Q)1, <br />LL <br />T <br />V) <br />OLL, <br />$ <br />N <br />N <br />YZ <br />OfY <br />� <br />f13 <br />r— in <br />2 g <br />= L <br />c in � <br />Y <br />N � <br />o <br />w <br />cop <br />Z <br />¢ <br />U- <br />a E <br />0 E <br />oo <br />Z <br />�a <br />zp <br />°a <br />CL <br />O <br />%O <br />a0 <br />�°U <br />it ¢ <br />Nra <br />io <br />ms <br />C <br />C <br />° U <br />yOf <br />r° <br />Z, <br />Z <br />Z <br />rn <br />¢0 <br />¢W <br />Z Z <br />d � <br />FN <br />a� <br />W <br />�LL <br />00 <br />6i <br />MI5 <br />a °x <br />°zld <br />3 <br />�O <br />0 <br />= <br />> CO <br />CC <br />0 <br />0 <br />rn <br />c� <br />W <br />O <br />U <br />r <br />a� <br />N <br />^ <br />U <br />0 <br />C:)Q <br />a <br />C ° <br />m <br />Cco <br />L / <br />It <br />0) <br />N04 <br />O <br />LO•� <br />E <br />c <br />M <br />Z <br />f0 <br />Z <br />E O <br />E <br />y <br />y <br />ro <br />C <br />a <br />U J <br />Q p <br />C <br />J <br />JOB <br />NO: <br />21-5013 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.1 <br />11 <br />
The URL can be used to link to this page
Your browser does not support the video tag.