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5010 9th St
Zephyrhills
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5010 9th St
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Last modified
2/25/2025 3:50:36 PM
Creation date
2/18/2025 3:59:44 PM
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Building Plans
Street #
5010
Location
9th St
Contractor
The Kern Family
Building Plans - Permit #
18523
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7 tV. VI A IJ V �v►1 L V t l L]J t..- <br />Foe mo QE, 10 RD <br />RIGHT SIDE ELEVATION <br />EXTERIOR FIN SH: <br />Hardie board siding, over a water resistive "Tyvek" <br />vapor barrier, over 1/2" cd-x plywood sheathing that <br />is nailed with 10d x / 1/2" nails @ 6" o.c. edges and <br />12" field, over 2 x 4 exterior wood studs @ 16" o.c. <br />with R - 13 insulation between and finished with 1/2" <br />drywall on the inside. Water resistive barrier in <br />accordance with Section R703.6.3, of the FBC 5th <br />Edition 2014 Residential. <br />LEFT SIDE ELEVATION <br />r-7.F- �- . /r I.r <br />All elevations drawn are for "illustration" purposes <br />only. For "actual" elevation construction, consult <br />construction drawings and structural detaUs for <br />additional information. <br />DE OCATIVE GEH F-dTITIOUS <br />FI150 OVE2 CO►Jr- f oCK <br />STEM v/iN. Lt_ (TYP, ) <br />FRONT ELEVATION, <br />SCALE: Y/4" = 1'- 0" <br />Fiberglass shingles over 15 The felt over 1/2" plywood <br />sheathing or "opt" 7/16" OSB sheathing with roof <br />structure spaced no more than aQ 24" o.c.. Sec roof <br />framing layout and connection schedule for additional <br />information along with elevations for roof slope. <br />L; <br />REAR ELEVATION <br />Main house roof pitch: 6.5 / 12 <br />Front porch roof pitch: 5/12 <br />Main house finish ceiling height: 10' - 0" <br />Front porch finish ceiling height: 8' - 0" <br />All door and window header height to <br />start at: 8' - 0" <br />SCALE: 1/4" = 1' - 0" <br />ALL Wop <br />PRSHALL <br />EVAILING COO COf PLyW17-N <br />FLORIDA BUILDING CODE <br />CrRIC <br />CITY OFZEPH RNILL8 ORDIANO <br />NANCES <br />:R� <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />V <br />� � O <br />i LSt <br />O <br />0000 C <br />L* p ee <br />ice, M C a <br />� <br />N <br />Q ".7 <br />o� <br />N M N CO <br />N <br />a 0 <br />qT 0 <br />K ci <br />{� O 0 Cr co <br />O U U N < <br />to O O C7 <br />Uth� p <br />Lu U- <br />N(nc�LO a <br />Ec�a��E <br />s co <br />O TAU NV) <br />CM <br />p �_�..� Eor <br />g <br />U E <br />m u°, (D <br />(n E 5 ` <br />O W z co <br />�O - M car <br />o >, FCO <br />0 70- <br />°' a>U-� c <br />�c0O <br />I—t� vf'=Na. <br />-t�-+ N <br />qq <br />(D M <br />t� <br />M <br />LL <br />0. <br />O s <br />N <br />�a <br />JOB NO. <br />5010 9TH STR <br />DATE <br />APRIL 3, 2017 <br />DRAWN BY <br />Dan%el M. Ossman <br />SCALE: 1/4" = 1' - 0" <br />SCALE: 1/4" = 1' - 0" <br />�W,'lX1111r <br />A-1 I ' <br />
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