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:: r. , 1� v :Ifril
<br />., _ 1 4 ill. 1. 1 I
<br />�. I I I I _1L1 1 I 1 II I
<br />■ ■ 3 ■ 4 ■ ■ �s ■ ■ 8 ■ 1 g3 ■ 1 ■ 12 ■ ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20
<br />Ll KEYNOTE LEGEND
<br />H1
<br />I , 24 2 243 F14 05 50 OO E 05 brake metal
<br />09 21 I(oK � 4,_0� 24
<br />., a
<br />06 10 00,A0 wood blocking
<br />:.
<br />5 -0 i
<br />5'-9 3 3.501 0121 00.001 thermal bait insulation
<br />/4
<br />ID1 24 00.J02 2 2 01 24 0O A01 exterior insulation and finish
<br />1 1 1 1 1 1 I 08 60 @0,JID1 1 1 1 1 1 1 1
<br />I @1 24 IDIDF01 system
<br />I I 2 Al 0 0124 00.501 finish coat
<br />09 21 16.H01 - I 01 92 00. , 02
<br />I I I I I 0 I I I I I - a • _ _ - -_ - _- - _ -
<br />_ .........:
<br />I H1 24 I I 0124 00.CO1 base coat
<br />„-
<br />- I I I I I I I I I I A5
<br />10124 OOD02 ,n - mesh
<br />I ' 01 24 00,D01 reinforcing
<br />.•,...-. 01 24 00NO3 I I I 24 _
<br />0124 00F01 r, ," __ 0.D02
<br />IIII I I I I I I I 2 -- -
<br />- 01 24 @ 0124 00.D02 detail mesh
<br />_ r
<br />' @1 24 00,A01 Al4 01 24 00F01
<br />� 0 01 24 ID0F01 water -resistive barr coat
<br />I I Al 2 F1 24 a
<br />- 01 24 00.J02 _ , cavity drainage plane with
<br />3.5ID1 vertical adhesive notched
<br />M 243 ;
<br />trowel configuration
<br />■ -------- ----- -- --- -----� 0162 00B@1
<br />0124 00NO3 drainage J track
<br />_ _ _ _ - B C 1.1ID6 �;ry I 01 25 00,A01 self -adhering sheet membrane
<br />11/
<br />g
<br />r" 01 92 @0,A02
<br />2 _ vapor retarder
<br />1302
<br />01 25 00.BOl fluid -applied membrane vapor
<br />I ," pp p 0
<br />08 11 00.R0i
<br />01 92 0O A02 retarder
<br />:r - 0 6' • 0' I
<br />, 01 25 00,C01 self -adhering flexible flashing
<br />- - - - - - - - - ' ' 01 62 00.801 metal flashing
<br />1.102
<br />F14 F14 1,101 !: , 9
<br />/ E 24 24 ,: _� 01 91 00 A01 recom ressed foam ex ansio ■
<br />1,106 -- _-------_ joint seal
<br />J
<br />� . , ...�.... _._ ......._ _ < � - � _ 0 92 00.401 sealant and backer rod
<br />........._>_..._:. ................:......
<br />A5 0 A5 i - - - 01 92 00,A02 sealant
<br />24
<br />I
<br />I
<br />N I 24 , _ ._:......._ ._...._ ........._;. L_...._......_...._.._...__. 01 95 13.A01 floor to floor expansion joint
<br />N 1 HEAD DETAIL
<br />------------------------ cover
<br />A14 A14 0195 13.801 wall to wall expansion joint
<br />6" =cover
<br />1'-0" DOOR 1009 a 24 0 24 01 92 00.A02 1/2, 09 21 16.K01 08 42 29,A02 automatic slidin
<br />■ �r =r F9
<br />241 ID1 62 00.801 hurricane -resistant entrance
<br />door assembly
<br />09 21 16K01 0124 00,401 08 44 13,A02 hurricane resistant glazed
<br />EXISTING pO E aluminum curtain wall system ��
<br />0124 00,401 08 11 00.R01 drip guard
<br />08 60 00,J01 insulating hurricane resistant
<br />EXISTING
<br />laminated low E clear glass
<br />0162 00801
<br />I
<br />L7 EXTERIOR GLAZED OPENINGS L14 JAMB DETAIL @9 21 16,A01 gypsum board / metal stud
<br />interior partition - see
<br />01 24 @@,BOI - - - - 09 21 16 H01 sum board
<br />61'DOOR 1009 partition types
<br />gyp
<br />01 24 00.p02 _ __... _... 09 21 16.HO2 fire -rated psum board
<br />21 00.C@1
<br />y x
<br />09 21 I&J<01 exterior psum wall sheathing
<br />ID1 gy Y
<br />I .
<br />bead
<br />0124 00.001 MATCH A ALIGN
<br />N01 corner
<br />" o ner
<br />00 A01 stucco
<br />N
<br />01 24 00.D01 AND G 09 24
<br />WITH EXISTING 09 24 00.AO2 stucco on metal lath
<br />■
<br />0124 00,E01 2.,...............09 24 00,8@1 metal lath
<br />09 21 16.K01 09 24 OO D02 casing bead
<br />C14_....__.__. MATCH AND ALIGN
<br />09 24 0@.J01 spacer
<br />- . WITH EXISTING
<br />0124
<br />00F01 TIN
<br />= F13
<br />10124 00.D01 �,. ,. .m .,... �,.w . ,
<br />Y
<br />z 1
<br />'� G
<br />I ,.. ... I ..; _ ��� �� XiST N -, i
<br />01 62 00,801 �r �'' _ E
<br />GENERAL NOTES
<br />v
<br />,
<br />e membrane flashing t
<br />;• existing sonr o remain
<br />. .. ,�`f�' � 0113 existing r ne ng
<br />EXISTING STRUCTURAL STUD ., 3.501 : _-:i t v remain
<br />FRAMING REINFORCE TO MEET ::;, - ;: 0.190 ti g To
<br />Architectural Exis n
<br />STRUCTURAL REQUIREMENTS - r 09 21 16,A01 ry a @9 21 16,K01 -
<br />A�
<br />'2 Remain Finishes
<br />PRE -BACK -WRAP 01 24 00,401 p' g r;
<br />EXISTING
<br />o remain
<br />TYPICAL .._%:::........{_._...__. _ ';:; ID2 shimasrequired
<br />t
<br />,
<br />09 21 16,H02.M
<br />�, - - - see Door Schedule for door
<br />,
<br />. i l
<br />I
<br />01 92 OID,A 01
<br />1101
<br />INK
<br />' type
<br />I/4' DRAINAGE GAP - -- _ _-_ _ -- - - 1.102
<br />09 24 @0.p 02
<br />09 21 16N01 -__
<br />U SIGN NUMBER U425 __................_.-.....
<br />L DESIGN _..................;.
<br />r_ -
<br />u.° � see Door Schedule Frame
<br />1 ..
<br />-: a lazed eni es
<br />___;......I-._...... __» for glass
<br />0124 0@D01 01 92 00.A02 3,501 1,106 groutframe solid with mortar
<br />,
<br />- -- -
<br />4.
<br />ID5 50 0@.E 05 I
<br />'- a 0,190 3,501 cold formed metal studs
<br />TO MATCH ALUMINUM f
<br />0
<br />01 25 00,5011=
<br />■ SLIDING DOOR FiNISH E 1.302 I :
<br />° 01 25 ID0.A01 2� 4'
<br />01 92 00.A01 E
<br />I 09 24 00,A02 -EXISTING E IFS
<br />2 LAYERS I ® I TO REMAIN
<br />' OPP I I 09 24 00,D02 01 24 ID0,A01
<br />G Al MATCH EXISTING 01 24 00A01 G
<br />01 24 @0F@1 251 NOTE: SEAL
<br />01 92 00,A01 a
<br />ALL EXTERIOR WALL PROFILES
<br />08 42 29,A02 ID1 92 00,A02 - - - - AND TRIMS TO MATCH 4 ALIGN O
<br />2 LAYERS 0124 00,801
<br />WITH EXISTING'
<br />■
<br />■ I IDS 44 13,A02 �•" "
<br />d`
<br />EXTERIOR PLAN DETAIL 7 PLAN DETAIL F 13 PLAN DETAIL a 16 � 73 R
<br />F1 F
<br />a'°a5 C C� ry N s �=
<br />6" = 1'-0" HURRICANE RESISTANT SLIDER JAMB DETAIL 3" = 1'-0" 6" = 1'-0" EXISTING TO NEW EIFS TIE IN
<br />A
<br />■
<br />N RoRiDA HOSPITAL
<br />3.501 Zephyrhills
<br />E OS 21 16,K01
<br />09 24 00.D@2 08 44 13,A02 08 44 13,AO2 ED EXPANSION & ORTHO
<br />01 91 00.401 SEALANT AT BOTH ENDS 01 92 00.A02 RENOVATION
<br />01 92 00.AID1 - - 09 24 OO.A@2 ■
<br />F.R.T. 06 10 00.A01 Al
<br />�..........»....... a
<br />} 01 92 0O A02 251 I 01 25 00-BOI
<br />01 92 @@.A01 01 92 0O A02 09 21 16,A01 I I 09 21 16,K01
<br />ffi BEHIND PRESURE CAP
<br />ID9 24 00.D02 8 3/4'
<br />09 21 16.H01 01 62 00.801 3,501
<br />= I
<br />Hunton
<br />. r►
<br />a _ _ 01 25 00,801 @1 21 00,C01 - 01 21 00,C01 - 09 24 00.D02
<br />d ■
<br />- �ICHiTETS
<br />cA
<br />_ r _ _ _ _ , , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
<br />r, 01 92 00,A01
<br />d7777777777
<br />I; C
<br />C I.
<br />I.SUBMISSION N
<br />} q d 09 24 @0,p02 _ DATE O.
<br />a
<br />° �
<br />e
<br />°
<br />0162 IDIDQ}01 .V
<br />04.15,16 CONST UCTION OCUMENTS R D
<br />-w a e ° \ _ _
<br />M
<br />W
<br />'I
<br />a
<br />d
<br />d
<br />- - - - - - - - - -
<br />. ' ....F a <_ _ � �� , ... .
<br />05.10.16 ADDENDUM NO. I
<br />__
<br />i
<br />,
<br />I-
<br />I 2 09 4 O0,AID1
<br />. - - --
<br />a
<br />111110 111110 INN)
<br />08 416 CCDO 1 2
<br />,ID D
<br />Al......:...
<br />. i a
<br />i
<br />i
<br />09 24 00,801
<br />I
<br />I
<br />251
<br />09 24 ID 01 -.
<br />1-14 243 p E J
<br />.
<br />,
<br />,
<br />v "
<br />I
<br />0.113 '
<br />0125 00,C01 J
<br />f BELOW
<br />EXTERIOR PLAN DETAILS AND
<br />ID1 62 00.801 012500.501 01 95 13.A01 � 09 24 0@,A02
<br />BELOW ALIGN EXTERIOR GLAZED OPENINGS
<br />Al PLAN DETAIL A7 PLAN DETAIL A13 PLAN DETAIL AT EXPANSION JOINT PROJ. NO. H-15021.00 SHEET
<br />DRAWN DMC
<br />6" = 1'-0" 6" - 1'-0" 1 1/2" - 1'-019
<br />1 ■ 2 ■ 8 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 16 ■ 13 ■ 17 ■ 18 ■ 19 ■ 20
<br />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.huntonbrady.com License AAC001744
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