My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3152 Nubbin Ridge Ln
Zephyrhills
>
Building Department
>
Building Plans
>
3152 Nubbin Ridge Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/3/2025 4:19:03 PM
Creation date
2/19/2025 8:54:41 AM
Metadata
Fields
Template:
Building Plans
Street #
3152
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
22334
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
12 <br />5� <br />8"x8" SMOOTH <br />TEXTURES CORBELS <br />12 <br />1" x SMOOTH <br />y 5 TEXTURED <br />— — — — — — — FREEZE BAND HEEL <br />—� ---- -- — ------ <br />lee <br />MIN <br />_ <br />1 <br />HDR <br />MTN <br />ON co <br />e <br />14'-0" RIDGE VENT <br />12 <br />5� <br />FRONT ELEVATION - B1 <br />SCALE: 1 /4"=V-0rr <br />80 <br />M <br />M <br />12 <br />1" x 9" SMOOTH <br />�5 <br />TEXTURED <br />7'-0" RIDGE VENT <br />FREEZE BAND <br />T� <br />12 <br />a5 <br />— Wx8" SMOOTH <br />TEXTURES CORBELS <br />- — <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />--- — <br />T.O.M. <br />1'-0" 1 `-0" <br />HDR HGT. <br />1-01 <br />L I I I <br />2'-0" <br />TEXTURED - <br />CEMENTICIOUS TEXTURED 00 <br />FINISH ON C.M.U. CEMENTICIOUS <br />(TYP.) FINISH ON C.M.U. <br />(TYP.) <br />r. F.FL. <br />+3" SMOOTH <br />TEXTURED <br />BAND <br />LEFT ELEVATION - B1 <br />: 1 /4rr=1 1 <br />-01 <br />1 <br />M <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 <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 />® <br />O <br />C <br />0 <br />� r+G <br />0 <br />•. <br />FL <br />6�*srs�Aojca\Oy`��,' <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 />W <br />v 'o <br />opp <br />N N # <br />9J V <br />O O o m zp J J <br />6 r- C M N LL <br />cc')N N xk ao LL <br />(A <br />5 i ff l.L LL a n. <br />a <br />N <br />ViLL w 0 <br />C,c] <br />d <br />— <br />of <br />N o _ 0 o <br />m 0 J <br />W <br />iu or-LL �O ¢ ¢ C)W 0 1= T W J 0 rL rL <br />Z <br />cn <br />NQMZ J <br />Z <br />UI <br />01 <br />W <br />M � <br />Z N O <br />W <br />Q <br />Z O <br />� <br />Q <br />J M <br />� N <br />ML Is <br />N <br />M <br />O <br />Z � <br />/n O <br />lJ lL <br />--J <br />+V <br />w - <br />0 <br />V) <br />Ln <br />w <br />w W <br />c)wig <br />� <br />o <br />2= <br />° <br />U o <br />Q � o <br />sm <br />o <br />W <br />Cl) <br />N ¢ <br />o <br />z <br />J <br />LL_ <br />z <br />ZZm <br />k <br />n 0 <br />wz <br />�0 <br />�® <br />❑a <br />a <br />00 <br />U <br />O <br />L¢ <br />Q Z. <br />Z <br />w <br />Cn C <br />_ <br />o <br />OY <br />U <br />"m <br />0 <br />mo <br />U <br />Z <br />QW <br />rn <br />3 <br />Q <br />Fm <br />0 LL <br />zz <br />go <br />a <br />�w <br />� <br />a U <br />oz <br />H _ <br />r3 <br />A¢ <br />o <br />Y <br />J <br />° <br />CD <br />V <br />oa <br />Z S <br />o� <br />U <br />2N <br />0 <br />.N <br />^L, <br />W <br />> <br />T <br />■ <br />� <br />Nco <br />O <br />a <br />CD <br />Al m <br />CY) <br />r <br />V <br />0) <br />T <br />a)r <br />Z o <br />LO <br />N N <br />0 <br />�— <br />ai <br />m <br />w <br />T <br />M r <br />iri N <br />c5 <br />Z <br />Z <br />a) T7 <br />`m <br />� <br />a <br />E <br />U <br />Q p <br />JOB <br />NO: <br />19-8532 <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.