My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6901 North Lake Dr
Zephyrhills
>
Building Department
>
Building Plans
>
6901 North Lake Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2025 12:31:19 PM
Creation date
2/18/2025 3:45:44 PM
Metadata
Fields
Template:
Building Plans
Street #
6901
Location
North Lake Dr
Contractor
Peter Bianco Construction
Building Plans - Permit #
17185
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
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 />TO MATCH EXISTING <br />MAT0H_EX.Tj. <br />STUCCO <br />---------------------------------------------------- <br />Z: <br />-4 <br />=z r <br />_j - <br />- - - - - - - - <br />N <br />- - - 0, <br />vr/ <br />T <br />- - - <br />- T- - L: <br />F- -7 <br />_j <br />WIN/DR. HGT. <br />I <br />IJ�-_=_JJ I I LL=_--U LL-=-JJ I LL=_AJ I I LL=_-U <br />IF I rf I IF I IT =1 <br />L_ _J <br />I <br />L L <br />I <br />- - - - - - - - - - - - <br />III IIIII IIIII IIIII ii'll IIIII 11111 11 11 111 <br />V__=___U Lj___=_-'j I V:=_jj I Lj-- - -� I LL - -ij I u,-�j I L_7-_-U V,,ij <br />- - - - - - - - - - - - - - - - - - - <br />1 1 1 <br />-I- __J -I- __1 <br />_T_ _T_ <br />Il Jill Il II Jill Il <br />LJ LA U= =11 L =9 <br />I 15= <br />- J��= <br />=:� - - - - - - <br />ii r =IJ F =n I IF mn r =P ii <br />L <br />- - - <br />- - - - rL <br />L _j -1, - - - - - - - - <br />I LJ L =11 I L =1.1 L J 11 <br />- <br />- - - - - - - - - - - <br />- - - - - - - - - - - <br />- <br />- <br />A I LL_ _W I L�_ LL= _jj <br />V-:,-4j LL= --'j V= -u LL- -ij V! -J� LL� u, <br />It I <br />�jl I., <br />"k I <br />r . . ..... rik.F.F. E L E V. <br />V�J" - 0 �),: - " W7 <br />0 21 41 <br />k_1 i i . I E P R 0 N or rz L. rz \/ A Mr 1 0 N <br />r=X1 sor I NG <br />- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />zz� <br />F F15ERGLASS <br />I. E -4 _j <br />5HIW-%LES <br />_Z_ zz� ZZ: <br />-T T- - T' <br />HGT. <br />T <br />-4 - - I I I L <br />I T I I F -7 F LUIN/Df;P- <br />-c- � I I <br />I r - - - rF= =T= <br />rr- __17F - - <br />T T F -1- 71 F <br />I V=_-9 I r=n r=fl rr =n F =fl I <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />L _j L -I- _j <br />T_ T'T' - T - T, <br />Z_:__J� LL= --k __Lj V= _�J u,-Ij LL=_--U <br />j LL= 2 _=_ <br />+ + - - -- - - - - - - - - - - - - - <br />F71 IT =111 I F 1 ff 1 11 <br />I r i i:: -:i -4 - - - - - - - <br />LL=_AJ LL=_-U LL_7:_-U LL=--'J LL_:-:_--LJ LL_:-:__AJ - - - ;ul <br />IT- HL�_��H LH - - - - - - - <br />_,7 7� --- - - - - - - - - - - - - - - <br />it I Jj /,1,/ 1) /,/. -� F.F, r=L.EV, <br />jjkjy,,1_ <br />j�_= _J� L�_ L�_ J-=- Ll_= _jj LL- -ij <br />JI L <br />L <br />21 41 1 P F: R 0 N T E L M <br />5114 <br />- - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - <br />- - - - <br />- - - - - - - - - - - - - - - - - - ---- <br />F <br />F- - - - - - - <br />- - - - - - - - - - - <br />- - - - - <br />- - - - - - <br />L <br />- - - - - <br />L r- - - - - - <br />IF - - - - <br />P <br />- - - - - - - - - <br />- - - - - - - - - ---- <br />----------- <br />------------------------------------ <br />-------I L - - - <br />- <br />L <br />--------------- <br />F - - - - - - - <br />- - - - - <br />- - - - - - - - - - 7 - - - 7 - - - - - - - - - - - - <br />- - - - - - - - 7 7--(- <br />Fr 1_1 <br />L __J <br />0 1�!j <br />L =41 <br />- - - - - - - - - - - - - - - <br />- - - - - - - - - - - <br />a- <br />- - <br />- - - - - - - - - - - - - - - <br />- - - - <br />_j <br />- - - - - - - - - - - - - - <br />A <br />0.. 21 1 41 2 FM R I G H or <br />111A r=XjSTjNCX <br />\/ 04 T 1 0 N <br />- - - - - - - - - - - <br />- - - - - - - - - - - - - - - <br />- - - <br />- - - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - -- - <br />r- - - <br />- - - <br />- - - <br />- - - - - - - - - - - - - - - - - - - - - - <br />- <br />FIBE <br />Ir <br />- - - <br />- - - - - - - - - - -- - <br />I <br />L <br />TT- - - - - - - - - - - - - <br />- - - - - - - - - - - - - - I <br />E: <br />L - - - - <br />- - - - - - - - - - - - - - - - - - - - - - - - - <br />- - T - - - 7 - - 7 - - - - - - - - - - - - - - - - - - <br />P <br />F <br />L _J <br />D 5 <br />IL= I <br />=4 <br />_j I <br />- - - - - - - - - - - - - - <br />- - - - - - - - - - - - - <br />- <br />- - - - - <br />21 41 2 P R 1 G H or <br />51A_ PROPOSED <br />\/ A Mr 1 0 N <br />TO MATCH EXISTING <br />I <br />I <br />0 <br />00 <br />9 <br />0 <br />TABLE 1405.2 <br />MINIMUM THICKNESS OF WEATHER COVERINGS <br />COVERING TYPE <br />MINIMUM THICKNESS <br />(inches) <br />Adhered masonry veneer <br />. 025 <br />Aluminum siding <br />0.019 <br />Anchored masonry veneer <br />2. 68jN'VNfng^ <br />Asbestos -cement boards <br />Asbestos shingles <br />WEI V(7 11n, <br />Cold -rolled copper <br />D. 021617ftq "�' <br />, M <br />Copper shinglesd <br />0.0162 nominal <br />Exterior plywood (with sheathing) <br />0.313 <br />Exterior plywood (without <br />sheathing) <br />See Section 2304.6 (HVHZ, <br />see Section 2322) <br />Fiber cement lop siding <br />0,25 c <br />Fiber cement panel siding <br />0.25 c <br />Fiberboard siding <br />.05 <br />Glo5s-f iber reinforced concrete <br />panels <br />375 <br />Hardboard siding c <br />.025 <br />High -yield copperd <br />0.0162 nominal <br />Lead -coated copperd <br />0.0216 nominal <br />Lead -coated high -yield copper <br />0.0162 nominal <br />Marble slobs <br />1 <br />Particleboard (with sheathing) <br />See Section 2304.6 (HVHZ, <br />see Section 2315. 1. 11) <br />Par t i c I eboor d ( wi thou t sheo th i ng) <br />See Section 2304.6 (HVHZ. <br />see Section 2315.1.11) <br />Porcelain Tile <br />0. 025 <br />Precast stone facing <br />0. 625 <br />Steel (approved corrosion resistant) <br />0. 0149 <br />Stone (cast artificial anchored) <br />1. 5 <br />Stone (natural) <br />2 <br />Structural glass <br />.344 <br />Stucco or exterior Portland cement <br />plaster <br />Three -coat work over: <br />Me Lal plaster base <br />0. 875 b nominal <br />Un it mos onr y <br />0.625 b nominal <br />Cost-in-ploce or precast concrete <br />0.625 b nominal <br />Two -coo t work over: <br />Unit masonry <br />0.5 b nominal <br />Cost -in -place or precostconcre te <br />0. 375 b nomino I <br />Terra cotto (anchored) <br />1 <br />Terra cotto (adhered) <br />0.25 <br />,Vinyl siding <br />0. 035 <br />Wood shingles <br />0. 375 <br />Wood siding (without sheathing) <br />0.5 <br />For SI: I inch =25.4mm. <br />a. Wood siding of thicknesses less than 0.5 inch shall be placed over <br />sheathing that conforms to Section 2304.6. (HVHZ, see Section 2322) <br />b. Exclusive of texture. <br />c. As measured at the bottom of decorative grooves, <br />d. 16 ounces per square foot for cold -rolled copper andleod-coo ted <br />copper, 12 ounces per square foot for copper shingles, high -yield copper <br />and lecdcooted high -yield copper. <br />SECH15kluhI64scratch coat, setting bed, and precast stone. <br />INSPECTION FOR TERMITES <br />In order to provide for inspection for termite infestation, clearance <br />between exterior wall coverings and final earth grade on the exterior of <br />a building sholl not be less than 6 inches (152 mm). <br />Exception-; <br />1. Point or decorative cementitious finish less than i inch (17. 1 mm) <br />thick adhered directly to the masonry foundation sidewoll. <br />2. Access or vehicle romps which rise to the interior finish floor <br />elevation for the width of such romps only. <br />3. A 4-inch( 102 mm) inspection space above patio and garage slabs and <br />entry orea�- <br />4. If the p,Lio r;os been soil treated for termites, the finish <br />elevation moy match the building interior finish floor elevations on <br />masonry i.;unstruction only. <br />5. Masonry �eneers constructed in accordance with Section R318.4. <br />N1PVVX_j SMVIC] <br />L11'd32'_-to,jUj3 <br />S'LVCIMaIAB�j <br />.-)fq <br />n7yop, Job <br />Os <br />'V <br />J4 <br />�j V' / I -�'- <br />R319. I Address numbers. Buildings shall have approved <br />address numbers, buildingnumber s or appr oved building <br />identification placed in a position that is plainly <br />legible and visible from the street or road fronting the <br />property. These numbers shall contrast with their <br />background. Address numbers shall be Arabic numbers or <br />alphabetical letters. Numbers shall be a minimum of 4 <br />inches( 102 mm) high with a minimum stroke width of 112 <br />inch (12. 7 mm). Where access is by means of a private <br />road and the building address cannot be viewed from the <br />public way, a monument, pole or other sign or means shall <br />be used to identify the structure. <br />P <br />.0 <br />V) <br /><D <br />0 <br />(D <br />C <br />0 <br />4) <br />0 <br />1XI <br />co <br />T" <br />0 <br />C14 <br />"AR <br />F_ <br />0 <br />I <br />
The URL can be used to link to this page
Your browser does not support the video tag.