|
R
<br />■
<br />P
<br />■
<br />0
<br />■
<br />N
<br />■
<br />l`0
<br />L
<br />K
<br />■
<br />.a
<br />■
<br />H
<br />■
<br />G
<br />F
<br />■
<br />E
<br />■
<br />D
<br />C
<br />■
<br />B
<br />■
<br />A
<br />1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ ? ■ 9 ■ 10 ■ ';1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 20
<br />KEYNOTE LEGEND
<br />03 05 05AO1 underslab vapor barrier
<br />0121 0OA02 rigid foam board roof
<br />Q 00A01 insulation �
<br />0124
<br />0121 00.001 thermal bait insulation
<br />09 21 16.K0)
<br />0361 0124 00A01 exterior insulation and finish
<br />�� \ ''\\ EXISTING system ■
<br />EXISTING SLAB 01 25 00801 \� 0124 00801 finish coat
<br />r Iid 1
<br />0124 00.001 base coat
<br />0124 00.J02 1 .... _ ; 41 6' 3.505 EXISTING 0124 00.001 reinforcing mesh
<br />N.
<br />DEFLECTION TRACK �' \` E
<br />01 61 00801 0D02 detail mesh
<br />�, P
<br />�` 01240
<br />0124 00.J 02 }
<br />`\\ \ti ,y'
<br />, insulation board
<br />FULL SEALANT ALL JOINTS = - , 00P01 01 24
<br />0124 00F01 water -resistive barrier coat
<br />01 24 00D01 �01 92 00A01 01 24 00801
<br />� cavity drainage plane with
<br />I ".
<br />TROWEL APPLIED _I_.I_.._. 01 92 00A01 01 24 00.J02 vertical adhesive notched
<br />01 24 00D02 I .
<br />BITUMASTIC SEALANT '� 01 24 00A01 _ ' Fr. ,' trowel configuration
<br />1.
<br />(2' WIDE') 01 24 00NO3
<br />._. I + 01 24 00NO3 drainage J track
<br />3.101 - _ 9
<br />01 24 00.001
<br />NEW 01 24 00.B01 i Joint tape
<br />«_-�--.,.."- I 1 ...- I i \ .; - - ... _ •";:,,...,� I .• .;,
<br />s z k z
<br />110124, 01 25 00.801 lied membrane vapor Q
<br />e �aEs¢si
<br />IE�„;,, 01 92 00A02 - retarder
<br />09 6 eH0 00D 01
<br />,
<br />k {i 0124 0152 00A01 modified bituminous roofing
<br />3e501
<br />-NN
<br />'. r - - .._ I , € o -'•,,�
<br />00.E 01
<br />10162 00$01
<br />03 05 05A01 03 05 05A01 w 01 24 00.J02
<br />e sz Y{s z s: s s s is i EFs i z l'Uvti s:..L i s k; . -. : ..^""_.<:'..,,.,._,.. ..+._ .. .. ,
<br />1 eY ', I .I .. � ....
<br />s x� �
<br />k + v 01 21 00.001 ? ; { ' �' ypsum roofasheathing
<br />ne flashing
<br />5e$kF is >;t.. I � A 1 -..0:
<br />A 01 52 00D01 g
<br />15 MIL. MINIMUM '. 15 MIL. MINIMUM metal flashing
<br />S
<br />01 92 00A01 sealant and backer rod
<br />�. ,.-.-...,. 01 24 00F01 _
<br />I I
<br />1 z � � 01 92 0OA02 sea lent
<br />01 52 00eB 02 � IL '� ...L_
<br />0 24 00D0 I is
<br />_ o o -__ sliding entrance rr
<br />I
<br />ab IF- Ai_
<br />f' 0162 09 1 \ . 08 42 29A01 door assembly
<br />I
<br />08 42 29A02 automatic sliding
<br />EXISTING STRUCTURAL STUD hurricane -resistant entrance
<br />FRAMING REINFORCE TO MEET
<br />door assembly
<br />STRUCTURAL REQUIREMENTS ■
<br />12 MIN � T � - 09 21 16K01 exterior sum wall sheathing
<br />i r
<br />-�'�� g
<br />PRE -BACK -WRAP L _ _
<br />2
<br />r: I 09 96 00A01 high-performance coating
<br />TYPICAL 09 96 00801 elastomeric coating M
<br />12 4813AOI entrance floor grille -
<br />1/4' DRAINAGE GAP recessed
<br />L1 VAPOR BARRIER TIE - IN DETAIL L5 EXTERIOR SECTION DETAIL L9 EXTERIOR SECTION DETAIL '
<br />10124 00D01 ■
<br />6" =1'-0" 3" =1'-0" 3" =1'-0" '
<br />1302
<br />01 %2 00A01 '
<br />0124 00F01 L
<br />i
<br />0842 29A02
<br />II ,
<br />t
<br />I
<br />I
<br />I I I ...•-
<br />�- GENERAL NOTES
<br />I� ; 0111 existing roofing to remain
<br />er sheathing
<br />F9 I _ 1 exterior ALIGN WITH I i 01 24 00$01 �, g gyp
<br />� , 019 existing ex or sumto
<br />\ I + 3e501
<br />CIX
<br />r remain
<br />WINDOW HEAD I � 'w 01 24 00D01 I 111 _,_ \ �'
<br />0124 09 02 0e361 existing steel structure to remain
<br />1.056 revea
<br />III PRE -BACK-WRAP, TYP. 10124 00.001 1.302 shim as required
<br />t ML-A NA241 z
<br />J02
<br />I 01 14 00., ( I s
<br />z`
<br />•, : II ,I I t ,'�' 0 w I I I, I - t 000D0
<br />I
<br />_
<br />2.012 concret
<br />e paving
<br />01 24 00D01 LL� 2301 grade
<br />0124 0001 012403.101 concrete slab on grade
<br />_+
<br />a I� 3.102 concrete floor slab
<br />o►
<br />09 96 00.801
<br />z I I 01 24 0_ I , -'.._ 3.122 expansion Joint material
<br />01240
<br />3.501 cold formed metal studs
<br />* I 01 24 00.001 ' ' 3.505 cold formed metal track
<br />H �I
<br />V I ,
<br />• . ; � 01 92 00A01
<br />0
<br />_ _ _ � 01 24 00D 01 I `4
<br />3.816 compressible material
<br />. I � W/ WEEP TUBES
<br />• I, 14'0C �
<br />J 09 96 00A01
<br />I , ALIGN WITH
<br />WINDOW SILL
<br />II 1
<br />II
<br />G
<br />SEAL
<br />0 CO
<br />F1 EIFS REVEAL F5 EIFS CONTROL JOINT F9 EXTERIOR SECTION DETAIL F14 EXTERIOR SECTION DETAIL A1 s7 '�
<br />�', .
<br />6" =1'-0" 6" =1'-0" 6" =1'-0" TYPICAL EIFS COMPOSITION 6" =1'-0" HURRICANE RESISTANT SLIDER HEAD DETAIL `-'�'�'''• °°`• ` ��'
<br />Mill
<br />F9 ■
<br />241
<br />FLORIDA HosPITAL
<br />101240 Zephyrhills
<br />1012404
<br />l=.
<br />EXISTING EIFS
<br />TO REMAIN 10124 00.J02 - _ .�;- i' •;::-, ED EXPANSION & ORTHO
<br />0.191 , RENOVATION
<br />10124 00D01
<br />0361 -- - -- _ ■
<br />? e-,01 92 00A01
<br />TOP OF SLAB to DOOR 1..._
<br />24 00801
<br />d °' °
<br />08 42 29
<br />I s d • A0
<br />I _
<br />" 0124 00D02 • 12 48 13A01
<br />EXISTING NEW0124 00N
<br />... 19 I I e•
<br />1 • •
<br />' 01 24 00eC01 0152 00A01 0152 00A01 ' d Hunton •
<br />° 4 3e102
<br />d°
<br />' 0ei11
<br />01 24 00D01 s.
<br />:..- TOP PLY
<br />d.
<br />e
<br />_.
<br />01 24 00.E01 1'-0' LAP TYP. BASE PLY
<br />ARCHITECT S
<br />4
<br />y
<br />I.
<br />6 '
<br />I `
<br />0152 00.D 0) 3.816 ` ° •d ` p e 0
<br />p
<br />' e0121 00.AO2 ; I a 0114 00.J02 ° .
<br />a DATE SUBMISSION e,
<br />d • r ° -'d
<br />04e15.16 CONSTRUCTION DOCUMENTS
<br />24 00•D01 - - _ - • a . d d • e - . 05.10.16 ADDENDUM NO.1 1
<br />- -.._ °
<br />'------ -:-"'"-------T d
<br />_ - 4. d 'e ate' I ol
<br />.. d e
<br />_... ,. -...I._.-
<br />• �yy{
<br />..✓' .. ... _ -" e •.' - °e - ° °
<br />,e
<br />.I
<br />•
<br />\ °
<br />°..• I ed. e � 'q • i II•.e •.p.. •,+Ih• _.•t. ,e.r.. e
<br />9 I
<br />Ie - .. ° • III -
<br />e
<br />e
<br />4.
<br />. _..._ d I I° d. i
<br />a
<br />'e s
<br />_ I ° e
<br />•
<br />°
<br />a. d-
<br />d
<br />'° •° A.
<br />e d 4e
<br />d.e ° d I. e.• a d e
<br />-- --- e
<br />•
<br />' ^ •
<br />edj a d e
<br />-_. ......-__..._.. .__.- - G. ..
<br />■
<br />EXTERIOR SECTION DETAILS
<br />PROJ. NO. H-15021.00 SHEET A
<br />Al EIFS - WALL JOINT A5 SECTION DETAIL A9 EIFS -WALL BASE A14 SILL DETAIL DRAWN DMC
<br />611 11.011 EXISTING TO NEW EIFS TIE IN 3" =1'-0" CANOPY EXISTING TO NEW TIE IN 6" =1'-0" 6" =1'-0" A241
<br />20
<br />■ 2 ■ ■ 4 ■ 5 ■ 6 ■ ■ g ■ g ■ 10 ■ 1 ■ 12 ■ 13 ■ 14 ■ Copyright HuntonBrady Architects P.A. All Rights Reserved 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.hu•onbrady.com License AAC001744
<br />r y , w :. :..a _ iit ,;,..:. ,`, .:i� t�i. 9_*.�:' •�31: �'1.rs,?�i� ._ _ .. -i a"'t - ' I .-r, �r�ti �• _ .i `Y: :.� r`�, r ..,' . ' :�
<br />
|