My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
35976 Saddle Palm Way
Zephyrhills
>
Building Department
>
Building Plans
>
35976 Saddle Palm Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2025 2:22:51 PM
Creation date
2/19/2025 10:47:46 AM
Metadata
Fields
Template:
Building Plans
Street #
35976
Location
Saddle Palm Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
20617
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
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
LO <br />to <br />I <br />co <br />M <br />co <br />0 <br />"0 <br />Lo <br />C I <br />tz <br />00111 <br />100 <br />co <br />60 <br />9 <br />I- <br />9 <br />i�_ <br />3 TAB SHINGLES ' ROOF 8'RIDGE VENT <br />INSTALLED AS PER MAN <br />SPECIFICATIONS W\ <br />12 <br />VRIDGE VENT <br />12 <br />7 7 <br />5 <br />HEEL HEIGHT <br />- --- - - - - - - --- - - - I- <br />0_. P --- — — — — — — — — — — — — — ....... <br />----------------- --------------------------------------------------------------------- ------ --- <br />HDR. HGT -- - - - - - - - - - <br />TEXTURED <br />CEMENTITIOUS <br />FINISH OVER <br />SHEATHING <br />(TYP.) <br />12 ci Ci <br />2nd FIN. FLR. 3.5 F::�' <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />T.O.M. CJ I WEEP r <br />HDR HGT <br />F. FL - - - - - - t---i I <br />FRONT ELEVATION — B <br />SCALE: 1/4"=V-0" <br />12 <br />3 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - 2'-0"- � - - - - <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP-) <br />RIGHT ELEVATION — B. <br />SCALE: 1/4"=l'-O" <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 ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />"ELECTRICAL SPECIFICATION NOTES" <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH THE <br />SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE <br />USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION <br />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-Resisitive Barriers. <br />Water-resisitive 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 (paperbacked <br />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 winclow/cloor 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 intersections <br />• At Built-in gutters. <br />R703.12 Adhered masonry veneer installation <br />Adhered masonry veneer shall be installed in accordance with the <br />manufacturers instructions. <br />Attic Ventilation <br />Attic Ventilation to be in compliance Wth 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 <br />of the space to be ventilated. Upper ventilators shall be located no more than 3 <br />feet (measured vertically) below the ridge or highest point of the space, VAth 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 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Rool) - 9 SQ. IN. OF NET FREE AREA / FT. <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 - (Unear R. of Deck -Air Needed, <br />• O'HAGIN (Tile Roo� - 86.25 SO. IN. OF NET FREE AREA / VENT <br />Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 - Amount of O'Hagin Vents Needed <br />__J <br />U) <br />4--J LU <br />0 LLJ <br />LLJ <br />co <br />0) ce) <br />CC34 <br />C) <br />0 0 C:, <br />ILL 00 <br />co <br />< <br />AI <br />10 D. <br />N-C-3-D-c <br />10 <br />CA 4� <br />ZO 06. <br />V <br />LU <br />LU <br />0 < <br />in.. -9 P! 6 <br />z <br />UM <br />INN <br />VVWX en <br />I <br />Q)_ <br />< <br />.�3 <br />0 <br />F <br />'�'orESSIO <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply willi the 2017 Florida Building Code - <br />Residential Sth Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seaL <br />LENNAR <br />4600 W. Cypress St Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />U) <br />M <br />z 0 <br />0 <br />0 <br />S.? 2ze <br />F_ <br />< <br />0 <br />__J <br />LU <br />LLJ <br />z <br />-0 <br />M <br />z <br />0 <br />> <br />UI <br />U') <br />I <br />< <br />U_ <br />R <br />0 <br />0 <br />Cr <br />LL <br />Z <br />Z <br />Ln <br />r4 <br />f**4 <br />LU <br />Ln <br />LLJ <br />2: <br />Lij <br />< <br />-Z <br />< <br />z <br />Ln <br />z <br />Z <br />t- <br />U <br />0 <br />06 <br />:5 <br />0- <br />LU <br />2: <br />In <br />z <br />LU <br />z <br />�5 <br />SCALE AS NOTED <br />DATE 4/13/2018 <br />TECH: IMUROSIC <br />VERSION NO - 4ol <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.