My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
5110 21st St
Zephyrhills
>
Building Department
>
Building Plans
>
5110 21st St
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/3/2025 11:13:36 PM
Creation date
2/18/2025 3:29:47 PM
Metadata
Fields
Template:
Building Plans
Street #
5110
Location
21st St
Contractor
Covenant Homes Inc
Building Plans - Permit #
14886
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
14
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
i <br />4 � <br />6t tp a - <br />5200 W. CENTUBY BLVD. <br />LOS ANGELES, CA 90045 <br />Smooth / Wooed' Grain Write Wood Grain <br />Rustic � Mahogany <br />Series N Fiberglass Door <br />INSWING / OUT$ i/iN <br />"IMPACT, <br />GENERAL NOTES <br />1. This product lids been evaluated and is in compliance with the 2010 Florida wilding Code (FBC) structural <br />requirements including the "High Velocity Hurricane [one''(HVHL). <br />2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material <br />shall be beyond wall dressing or stucco. <br />3. When used in file "HVHZ" fhis product complies with section 1626 of the Florida 5uilding Code and dads not <br />require an impact resistant covering. <br />4. When used in areas outside of the 1-IVH2" requiring wind borne debris protection this product complies with <br />Section 1609.1.2 of the 2010 FBC" and dads not require an impact resistant covering. This product meets <br />missile level "Wand includes Wind Zone 4 as defined in ASTM El9?6 and Section 1609.1.2.4 Of the FBC. <br />.5. For 7x stud framing construction.. anchoring of these unify shall be the same as That shown for 2x buck <br />masony constructlon. <br />6, Site conditions that deviate from the details of this draMna require furrier engineering analysis by a <br />licensed engineer or registered architect. <br />7. Outsyving configurations meet water infilfration requirements for "HVHZ°. <br />8. Inswing configurations do not meet the seater infiltration requirements for fhe "€;VIIL ". Inswing units shall be <br />installed only in non -habitable areas or at habitable locations protected by an s overhang or canopy such <br />that the angle between the edge of canopy or overhang to sell is less than d5 degrees. <br />_ m TABLE OF CONTENT$ <br />I <br />Typical elevolion, design pressures. & general notes -� <br />2 - <br />Roo panel details <br />S <br />4 <br />5 <br />HD[laontal crass secfao;is — <br />Vertical cross sections <br />Buck €xnd frame ar cnarfrsg 11 buck mcsson y consln orlon <br />6 <br />Frameonchonng IN buck rrasonryconOuction <br />7 <br />Bill of €n+aterlals & components <br />STILE <br />(COMP.) <br />� DQOR' E <br />HARDWARETAB E <br />AIA14UFACTURFO <br />MODEL. <br />KNOB: SIGNATURE SERIES <br />KM/IKSEr <br />DEADSOLT: SIGNATURE SERIES (700). <br />FRAME WIDTH <br />z z <br />z � <br />S � <br />ti < <br />0 0 <br />ELAI <br />BOTTOM RPJL — UJ t' . ' .. I t QT f <br />(cable.) <br />VERTICAL CROSS SECTION <br />w z <br />0 3 <br />op ' <br />Z y <br />rE 02121112 z <br />Am. N.'f:S. <br />Y.6r: LFS } <br />WING ND; <br />FL-15180.11 <br />1-W MIN. <br />EMB. (TYP.) <br />20 21 C A <br />J <br />R>S <br />o R" a & <br />� ^� <br />m on•; at i <br />z <br />t9mfL�t4 <br />18 <br />8 7 <br />INTERIOR 40! <br />-� <br />ao <br />E 4 <br />1 2 <br />O <br />3 0 0 3 <br />z <br />f <br />3 <br />17 3 <br />EXTERIOR <br />a F <br />H <br />In <br />m <br />Z <br />"' 1-114"MIN. <br />D <br />g HORIZONTAL CROSS SECTION F <br />� <br />o <br />iNR <br />., EMB. (TYP.I <br />3 4 <br />3 ShownwliXsub buck <br />EMB. (Typ.( <br />a <br />�d a <br />C <br />4 4 <br />` <br />m <br />L <br />C-SINK <br />(T1'P.) <br />C-SINK +- <br />, a <br />/ <br />(TYP.) <br />n <br />/ <br />0 <br />In <br />o <br />u <br />7 8 <br />40 <br />$ ] <br />> <br />INTERIOR <br />INTERIOR 40 <br />6 <br />a <br />Q <br />s� a <br />n <br />�. �. <br />o <br />I) <br />EXTERIOR <br />27 <br />) p <br />EXTERIOR <br />--- <br />K ° <br />DAM 02 21112 <br />sakL N.T.S. <br />DWG, ar: JK <br />a <br />M <br />1 T <br />` "' LFFS <br />HORIZONTAL CROSS SECTION <br />Outswing shown -ins ring <br />Z HORIZONTAL CROSS SECTION <br />( <br />/ F h <br />°ROW N0•. <br />3 <br />also approved <br />$ aufswing Sown - inswing <br />FL- 15180.1 1 <br />also approved <br />s �r 3 ov 7 <br />_:2_— <br />EXTERIOR INTERIOT <br />1 VERTICAL CROSS SECTION <br />4 Oufsvrirg shown frowng <br />afFO CjpprOVBfJ <br />EXTERIOR <br />INTERIOR <br />a a.: <br />3 VERTICAL CROSS SECTION <br />4 Oufswing configuration - <br />EXTERIORINTERIOR <br />EXTERIOR INTERIOR /21 VERTICAL CROSS SECTION <br />Q_VERTTCAL CROSS SECTION <br />4 Inswing configuration <br />See general rates, sheet t <br />tor'HVHr water infiltration: <br />requirements <br />FL-15180.11 <br />60rer -oN 3-d 'TPIw4*S -d UOPUAI N0t1O11tl1SNDO A2FNOSiW HO08 NOISIA38 <br />.KZ ON180HDNY 3Wb� ONY A0116 31d0 ON Y ^ ^j <br />£Le6 'oN Veyi K) ain°rLrylga N � � Ci <br />uow;6u3 ro�ar•�aad » aPo8 ePVwd :k16h3SSV No 1HVd - N 1= -� M I� <br />Leie'Bsp'cLs .eN —1d 806a SSY198 U Z q Inl <br />sbscs v -14°n orz -1 'o l(+ 'ONI OddLSYTd <br />•ow 'sursi�nsNoo aNravn Q�9 - N. � � Y �� ram,. <br />61IN30 NO <br />'XVW..VI <br />h SL'li h�-S'S <br />l I .1' 213LN3O NO <br />L � i I •,row.st <br />`v <br />x o <br />C <br />s <br />U - <br />OW C <br />�O <br />N M <br />.V91 id100L1 - 109T <br />Z, <br />m <br />Bo'ON '3'd '4PrwV°S '.4WPuih <br />��.�ut. <br />Ne11xi SNN0O AMNOINW <br />NOlTi� XL �NI2fOHDNN 3WV2(j <br />SNOfSIA32t <br />•oN uoNozVc �ieeUli�a <br />sLae la <br />s»w iqugomyPid 3e. P S PPJI.L3 <br />=AleW3SSV 210 1Wd <br />L6t4'Bf�-f LG =oN we4d <br />sascs -UHwn ocz xoa od lY' <br />t1000 $$Yt.%213131,i <br />'ONI Odd1SYld <br />g <br />'ON) •sunnncmoo awaune C77�9 <br />-�j ESL' l t <br />f�- I,dL <br />,bZ <br />m <br />z <br />c 4 <br />x <br />E o <br />N U <br />tS <br />m v <br />It <br />O <br />11311,130 NO <br />'XVW.K <br />,> S <br />m c C <br />2 <br />cal o <br />.8 <br />os <br />v <br />a,aoa <br />=m�8 <br />�r <br />v <br />il�Ea <br />C <br />ID <br />0 <br />o <br />- <br />I <br />EEEm <br />D <br />0 t . <br />Q•O Y: <br />zz <br />d m <br />x <br />Q_1DE-a <br />�Ow <br />pta'Ew <br />U <br />�� <br />z <br />O O 'b O <br />t <br />tr E o <br />%0 <br />LU <br />U <br />K <br />0 O O <br />°0 <br />U 5 0 ID <br />Z0 -6 - <br />aaa bo <br />E <br />U CD o per <br />zem�G <br />0U'nUCaU <br />= C4 M <br />6 1 1- I�A- <br />
The URL can be used to link to this page
Your browser does not support the video tag.