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4620 Eagle Ranch Dr
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4620 Eagle Ranch Dr
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Last modified
2/26/2025 8:20:24 PM
Creation date
2/18/2025 4:24:21 PM
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Building Plans
Street #
4620
Location
Eagle Ranch Dr
Contractor
Covenant Homes Inc
Building Plans - Permit #
14870
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pialstpro <br />5200 W. CENTURY BLVD. <br />LOS ANGELES, CA 90045 <br />Smooth / Wood Grain / White Wood Grain <br />Rustic / Mahogany <br />Series N Fiberglass Door <br />INSWiNG / OUTSWING <br />irwpAcrir <br />GENERAL NOTES <br />This product has been evaluated and is in complionceAt, the �Kilo Eorida Building Code (FBC) structural <br />requirements including the "High Velocity Hurricane Zone" (HVHZ). <br />2. Product anchors shall be cis listed and spaced as shown on details. Anchor embedment to base material <br />shall be beyond wall dressing or stucco. <br />When used in Ihe'HVH77'tK5 product complies With Section 1626 of the Florida Building Code arid cloes not <br />require an impact resistant covering. <br />4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies Willi <br />Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets <br />missile level "U'and Includes Wind Zone 4 as defined in ASTIM El 996 and Section 1609.1.2.4 of the FEIC. <br />5. For a, stud froming construction, anchoring of these units shalt be the Same as that shown for 2x buck <br />masonry construction. <br />6. Site conditions that deviate from the details of this drav4ng require further -engineering analysis by a <br />licensed engineer or registered architect. <br />7. Outswing configurations meet water infiltration requiremQnts for "HVHZ', <br />S. It iswing configurations do not meet thewater infiltration requiremems for Me"FIVI-17". Inswing units sholl be <br />installed only in non habitable areas or at habitable locations protected by On overhang or canopy such <br />that the angle between 'he edge of canopy or overhang to sill is less than 45 degrees. <br />TABLEOFCONTENTS <br />SjTEEF* <br />I <br />Typical , elevation, de§ign pressures, & general notes <br />2 <br />Dooj panel details <br />3 <br />Horizontal cross sections <br />5 <br />Buck and frone,2nih iLiq uc masonry co�ls ruc (0i I <br />I x buc son Conskuctio,", <br />7 <br />1 Bill of materials & componenL�_ <br />11,50" MAK OVIIA11 <br />FRAME WIDIH <br />0 <br />2 <br />0 <br />< <br />INSWING x +47.5 -47.5 <br />OUTSWING -50.0 <br />1.22" <br />INTERIOR <br />TOP RAI <br />(COW.) <br />CK STILE (POLFOAM CORE <br />Ompj P.) URETHANE - <br />IC STILE LOCK BLO (COM <br />(2V'LONG WOOD) EXTERIOR STILE RENFORCEMENI PCF MIN.) <br />STILE REINFORCEMENT (wool)) <br />fWOOD) <br />35.75'MAX. <br />DOOR <br />PANEL WDTH <br />IM FM <br />�E <br />z <br />(a2 <br />A <br />i — <br />to <br />Cli <br />2 HORIZONTAL CROSS SECWN <br />WOVEN <br />FIRERGLASS <br />b <br />INTERIOR <br />T <br />T INTERIOR EXTERIOR <br />�46�^ 1 — <br />T <br />SEE 14ARDWARE SMCSHEElZ EXTERIOR <br />CHART <br />DOOR SKIN DETAIL <br />HARDINARETAILE <br />MANUFAC11URFIR <br />MODEL <br />KNOB: SIGNATURE SERIES <br />KWIUU <br />DEADBOLT: SIGNAMIE SERIES (780) <br />�'Z 6 <br />z' Az <br />> <br />6 <br />J. <br />5 <br />M <br />W W! <br />0 <br />ca Q iv <br />d <br />z <br />Z 0 <br />rE: 10 2, "�T JI/ 12 <br />fq� SY; JK n <br />K. 15r LFS <br />TWC40 L <br />FL- 15 180. 11 <br />EFT OF j � <br />0 11 Z' 'Is <br />20 <br />tj <br />z <br />0 <br />Ll <br />C <br />DATE 02121112 E <br />BOTTOM RAJL--- SCALE, N.T.S. <br />ICOMP') MG. BY- jK <br />CHK W,, LFS-- 3; <br />VERTICAL CROSS SECTION OMWM ND <br />FL— 15180.11 -0 <br />N <br />,SHEEr _�L OFL C <br />1-1/4"MIN, <br />EMB. (TYP.) <br />A <br />7 <br />0 <br />8 7 <br />18 INTERGIR 40 t! <br />E' <br />2�3� 3 <br />U7 <br />EXTERIOR <br />M <br /><1 p <br />HORIZONTAL C ION WXMIN. 10 <br />MIN. 0 X <br />_,/Shown w/lXsub-buck EMB. W.) x <br />3 4 <br />EMB. (TYP.) <br />4 4 <br />�0 I T <br />L <br />C B <br />C-SINK C-SINK <br />(TYP.) (TyP-) <br />C20yjil *2D1 <br />z <br />INTERIOR INTERIOR <br />4 <br />ti <br />4 <br />0 C <br />DAm 02121112 <br />bD <br />EXTERIOR EXTERIOR K (�D MT.S. <br />0 1 SCALL' <br />M DNG. BY'. JK a <br />HORIZONTA <br />E L CROSS SEC17ON (9) CHK. IV-. <br />2 TION DRAWING RK <br />\�O r � HORIZO, IIOSS SEC <br />�ng shown - inywing -15180.11 ' <br />W"Id 1\� =�4�:wn - inswing FL <br />d <br />sHm 3 or 7 <br />T" <br />(DC - <br />EXTERIOR L\!W INTERIOF <br />rl-'\ VERTICAL CROSS SECTION <br />= �pp, t,.,d— - inswing <br />I EXTERIOR <br />INTERIOR <br />14 <br />/J--�\ VERTICAL CROSS SECTION <br />�� Outswing c&if—Iguration <br />EXTERIOR INTERIOR <br />A <br />0 <br />X <br />f <br />8 <br />21 <br />2 I <br />7 <br />E S <br />19 <br />EXTERIOR INTERIOR I <br />�2 VER17CAL CROSS SECn0N <br />(-4 '\ VEKnCAL CROSS SEC170N <br />inswing configuratizin <br />�,�Iee o�rai notes, sheet I <br />J.,qv 'aterinfiffrofion <br />requirements <br />CE to <br />C, -,z <br />S <br />' I <br />K <br />"Y' <br />L �FS <br />AWNG NO.: <br />OF <br />60tilt -ON 3111 UOPUA-1 SNOISIA3�i <br />NOLLOnWNX MNO" Notle <br />0 ONINOHaNV 3MYdJ GNV NOI19 'ka ---+31VO ON N <br />�1 10 0 , <br />1 ... 1--;-d jO P-8 -PV-U ',718A3S&V NO JNVd cc <br />LOW829'91,111 :'-N —4d 8000 SWO21381i <br />96= U --M-A MZ 8 '0' 'ON] 0ddLSV7d <br />'ONI t�iinsNoo swnin�xx <br />X <br />:E <br />h <br />83IN13 NO <br />ut <br />A <br />z co <br />Cl- <br />0 <br />L <br />611,130 NO <br />0 <br />z <br />0 <br />4d <br />C <br />ID <br />E <br />2 <br />'D (I' <br />10 <br />U <br />C 4) E <br />a U 0 <br />a % <br />0� (D <br />03 0 <br />-F C <br />J. <br />Q@ <br />Q3 <br />zk <br />E <br />S 32 <br />LU <br />0- <br />r iz <br />0 -d <br />13 W <br />r <br />O� �m <br />2 LD <br />0 ro <br />A191 JdkOOLT, 1091 <br />C, <br />RI <br />51 <br />ON 31d UQPUkI <br />N0LL0(18—':Zq0J AdNOSM <br />SNOISLA38 <br />NX9 Xt OM801-IONV 311*1:1 <br />C14 <br />1-1—J-d ;- P—le -PP-W <br />').19FGSV 80 -LNVd <br />'ONI <br />'ONi 'siNvrincision oNiauns <br />OddLSVId <br />M! <br />IST I. I <br />�-- 1,6Z —.,6Z <br />gin <br />zin <br />g <br />E <br />ID <br />r <br />Cj <br />c 4,D <br />�d 0 <br />.9 <br />8311,110 NO <br />XyW Jr I <br />2 <br />Jz <br />.2 <br />C: <br />< <br />L) <br />-P <br />< <br />d" <br />Q Q <br />LCD Q <br />0 <br />(D <br />i� E .2 <br />'o a) %6 12 <br />2 <br />E <br />OL <br />z 9 <br />0 z x <br />cl� <br />LU <br />-C 7E <br />LU <br />z <br />0 <br />zu 0 <br />r <br />E <br />LU 0 <br />P <br />0 'a <br />it <br />z U 80 an <br />0,-97- <br />gt 0 <br />(D, <br />z <br />C': <br />E 9 <br />8 8 -. 8 � <br />z r- C: <br />013 a <br />uv:,)u <br />-, C4 cli <br />ai:4 <br />61 1- �C�� � <br />�T. <br />A <br />co <br />
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