HomeMy WebLinkAboutWHEEL CHAIR LIFTIt
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— EX. 12' X 55'
LOADINC SPACES
(rYP. of .8)
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1 SITE BENCHMARK x
I TOP MA G NAIL SET
?9.40�
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Wheal
1 n Chair Lift
23.10'
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EXISTING 1—STORY BUILDING Ii
(CITRUS PACKAGING FACILITY) Ii o�ry
29,000 SFf
F.F.E.=24.10'
EX. PIAerINC
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SPACE:
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EX. AARKING
Fa55port Wheel Chair Lift Model P525
5' x 5' x 16" 2500 P51 poured
Concrete pad w/ # 5 Bar @ 12"
O,C, Both Ways, W on .006
Vapor Barrier Over Clean
Compacted 5011
a
2" x �} 2" �xpan5lon Bolts
Located per Manufactures
5peciflcatlon
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WIN12 LOAn COMP1,IANC�:
Pc5ign f arameters and Assumptions Used;
I , Florida Building Code _201-}— Pdition with _ N1 A— 5upplemcr& and A5C� —7-10
2, P3UMIN 12e51gn 15: I IX105ed Partially �nclo5ed; Open Building; X
5, P15k Categon : I __Y_JI — III _ IV 4po5ure Category --cJ3 _ _y
-4, P2e5ign Wind Velocity,-165__M H C 3 sec. gust) —A5P _1012 Widt1 of end Zone;_< 4'_Jt.
5, Mean goof Height;' goof Fitch; _1/ A— Parapet _-N/ A_ft,
6. Componenb & Cladding Resign Pressure Used; (P5F, based on Actual 5P @'50' MCI (worst case)
Zone I N/ A Zone 2 N/ A Zone 5 N/ A Zone 4 -64,9 Zone 5 -18. 6 101 A
7• 5hear Walls Considered for 5 dure? Yes X No
8, Continuous Load Path provided? Yes _X - No ( If N�16s r> `s0
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LOAPINC SPACES
(TYP. OF 6)
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SITE BENCHMARK
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TOP MA NAIL SET
? 9.40'
Proposed
Wheel
//1' Chair lift
<-�Aho U. 3AN. sEwE2 II
II 01 pad SERVICE x
I II II
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EXISTING 1-STORY BUILDING 11
Xtio`' �2 i g' II (CITRUS PACKAGING FACILITY) tio1�
°- 2q,000 SFt X ,�
F.F.E.=2.4.10' II .ti --,q-• x �9
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EX. 0ARKINO
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Passport Wheel Chair 1, ft Model F525
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5' x 5' x 16'' 2500 P51 Poured
Concrete Pad w/ # 5 Par @ 12"
O,C, Both Wau5, W on ,006
Vapor Parrier Over Clean
Compacted 5011
ill x 4 2" Fxpm5lon Bolts
Located per Manufactures
Specification
Grade a . .. .
WINP LOAF COMPLIANCE;
l7e51gn parameters and Assumptions Used;
I, Florida [ uilding Code —2014— edition with —NI A— Supplements and Asa _7-10
2, %ildinq Pc5ion 15: enclosed; partially Smrk6ed; Open Pwidinq, —X_
3, ri5k Categoru;I _ X I _III — IV Sxposure Category --C.J3 _L _t7
4, l2c5ign Wind Ve1oc1-bq:-165—MFH ( 3 sec, gust) ---A5f7 --ten Width of end Zone:—<4'—ft,
5, Mean roof Height: —' roof path; -l/ A_ parapet—N/ Ate,
6, Components & Oaddinq Pe516in pressure Used: ( p5F, based on Actual 5p @'50' MkH (worst case)
Zone I N/ A Zone 2 N/ A Zone 3 N/ A Zone 4 -6-4,9 Zone 5 -76,6 Garage �*l fff!
?, 5hear Walls Con5ldered for Structure? Yes X_ No
5, Contlnuou5 Load path provided? Yes X No (if No, at
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$ � n
- EX. 12' X 55'
LOADING SPACES
(TYP. OF 6)
h9 A
l SITE BENCHMARK x,
TOP MA NAIL SET
�rbt Bel 19.40'
Proposed
j m Wheel
Chair Lift
i IL
EX. PiARKING
+,• .,•e, • S' 'i (8-3TO PACE:
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• II
I M. 1 bolo EX. SAN. SEWER II
- 01 Pad SaQVICE II
I II II
EXISTING 1-STORY BUILDING II
(CITRUS PACKAGING FACILITY) I� ryo�ti
�- 2a,000 SFt x
tIM F.F-.E.-24.10' _ II „- �- - ,:-X�°X,9
Jjxrx _
SPACE)
—I—
EX. BARKING
—Ih —
Pa55port Wheel Chair I,ift Model P525
m
5' x 5' x 16" 2500- P51 Poured
Concrete Pad w/ # 5 Par @ 12"
O.C. both Wau5, f&P on ,006
Vapor Parrier Over Clean
Compacted 5011
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d
e'
.: .
,a
ill x 4 Z" �Tan5l0n Bolts
Located per Manufactures
5pedflcation
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W NP LOAP COWLIANC� i
17e51gn parameters and Assumptions Used
1, Florida %ildinq Code —2014— Edition with _N/ A— Supplements and A5CF _7-10_
2, Puilding design Is; enclosed; partiallq Enclosed; Open Puildinq: X_
3, task CaLoop% I --CJI — Ill —IV exposure Categoq —C-3 _C _t7
4, design Wind Ve1odty,-165_MFH (3 sec, gust) __A5t) P Width of end Zone, < '_f''t,
5, Mean goof Height: — poof pitch, _t/ A— parapet _t/ A_t,
6, Components & Claddinq Pesign pressure Used; (F5F, based on Actual 5F @ 50' MkH (worst case)
Zone I N/ A Zone 2 N/ A Zone 3 N/ A Zone 4 -64,9 Zone 5 -78,6 Garage N/ A p5F
7, Shear Walls Considered for 5txucture? Yes X— No (If \oc,
8, Continuous Load path provided? Yes X_ No Cif No, at
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