My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
3130 Moulden Hollow Dr
Zephyrhills
>
Building Department
>
Building Plans
>
3130 Moulden Hollow Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/26/2025 11:46:16 AM
Creation date
2/19/2025 8:52:58 AM
Metadata
Fields
Template:
Building Plans
Street #
3130
Location
Moulden Hollow Dr
Contractor
Lennar Homes
Building Plans - Permit #
19245
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
1" x 4" SMOOTH <br />TEXTURED <br />TRIM / BAND <br />1 <br />12 <br />5� <br />A- I �� 1_71� 1 <br />FRONT ELEVATION - 131. <br />T.O.P. <br />HDR HGT. <br />— _ 2nd FIN. <br />FLR. <br />-------- T.O.M. <br />HDR HGT. <br />RIGHT ELEVATION - 131 <br />SCALE: 1 /4"=1 r-0" <br />F.FL. <br />00 <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 />R703.6 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.6.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.6.2 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 />R703.6.3 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 />R703.8 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 contructions 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 />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 5th Edition <br />(2014) 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 of <br />the space to be ventilated.Upper ventilators shall be located no more than 3 feet <br />(measured vertically) below the ridge or highest point of the space, with 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 SQ. IN. OF NET FREE AREA / UNIT <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. <br />• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. <br />* (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />• O'HAGIN (Tile Roof) - 86.25 SQ. 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 />0r <br />Z M <br />0 <br />ZIM <br />Q <br />U, z <br />0 <br />V� C.D <br />C <br />w <br />� p <br />'U — <br />w <br />O <br />.E <br />~ <br />0 <br />o 0 <br />ca t— <br />U <br />m <br />aMCID <br />W <br />~ E <br />— U <br />M <br />C /C M <br />2 -O m <br />O O 0 <br />= N <br />j+g U <br />L_ LL CO <br />0 <br />o <br />II'I Ly Y <br />Qrn <br />� 5. 0 O <br />rnQo <br />A <br />B <br />1 <br />D• <br />C <br />N C B D'* <br />r <br />oil <br />o <br />CO m <br />o <br />W <br />co <br />rF <br />W <br />LL i <br />z <br />"0 8 <br />y .2o- {� •miZZ <br />&�'� <br />�Eprn�1s <br />m •lY 4s. •`�•' <br />N Q M <br />may` <br />�y <br />J <br />• C <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />0 Z t'v <br />0 v n <br />1" 4 a--r O <br />r>—+ U M C:)M <br />Q (n "(0 Lir) <br />0 <br />av�<n <br />F— Q M <br />13� U a <br />00 <br />a E �`- <br />z� <br />WJ 00 <br />cCz <br />zaa <br />f <br />V J <br />z <br />w <br />0 z OU 0 <br />O <br />.00�, <br />z w w C <br />yaca'gL <br />Q <br />0a218 <br />0 <br />W <br />J <br />W <br />M <br />0� <br />,2 o <br />zz <br />�.>� <br />LL <br />W <br />a <br />Ln <br />10 <br />— <br />Ln <br />c� <br />G <br />W <br />o <br />^/ <br />�••� <br />Q <br />z <br />C <br />a <br />U <br />= <br />N <br />Q <br />F <br />�� <br />o� <br />Ro <br />J a# <br />0/�+ <br />V��a <br />` <br />N <br />` <br />Ll <br />LL <br />O � O Q <br />z w 2 J <br />Q a Q <br />Q <br />Q �2,z <br />Z <br />z <br />W <br />r�-i <br />Lr) <br />�a,E <br />w '0 ti <br />=ado <br />_J <br />rl <br />LJ.1 <br />Q <br />W <br />z~~ <br />Npzv <br />�¢�z <br />d" <br />z <br />Cy <br />,z <br />� <br />Q <br />J <br />LIJO <br />= <br />az <br />r1n <br />,--I <br />d <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <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.