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1 ■ 2.
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<br />KEYNOTE LEGEND
<br />06 10 00A01 wood blocking
<br />06 20 0OA01 wood sill
<br />0121 00.CO1 thermal bait insulation
<br />1
<br />0125 00B0) fluid -applied membrane vapor
<br />01 25 00801
<br />IE
<br />0.141
<br />3.501
<br />retarder
<br />0125 O0°COI self -adhering flexible flashing
<br />C f
<br />0152 00A01 modified bituminous roofing
<br />09 24 00A01
<br />'I' � t
<br />( 1
<br />09 21 16.H01
<br />0152 00,801 base flashing
<br />09 21 i6.E 02
<br />01 92 0OA02
<br />01 62 00F02
<br />01 51 00804 self -adhering flashing
<br />g g
<br />0125 00.001
<br />I r',
<br />01 21 00.001
<br />1-ROWS BETWEEN
<br />10152 00°B04
<br />0152 00.001 rigid board roof insulation
<br />09 24 00801
<br />i �' .
<br />;
<br />09 21 1 H01
<br />SPLICE PLATE
<br />01 62 00A01
<br />0162 00A01
<br />0152 OOD02 roof cover board
<br />0154 00.1301 base flashing
<br />AND CAP
<br />09 24 00J 01
<br />0125 00.COi
<br />FLASHING, EACH
<br />0162 00A01 metal coping
<br />1.
<br />06 10 00A01 FRT
<br />SIDE
<br />0162 00.501 metal flashing
<br />O9 24 00D0Z
<br />-.,.,...
<br />10,01
<br />01 92 0OA 11
<br />01 95 13A02
<br />1/2' GAP
<br />z
<br />� /
<br />?
<br />�
<br />01 62 00803 metal sill flashing
<br />62 00.p edge
<br />metal drip e
<br />g
<br />0162 00F02 continuous metal cleat
<br />cID I
<br />01 62 00A01
<br />� r ' /
<br />//%; �/�
<br />01 62 00 M01 l downspout
<br />metaowns p
<br />09 21 16801
<br />_
<br />�'' ;�
<br />/
<br />0162 00.P01
<br />'
<br />•
<br />0 D
<br />: • . ;
<br />01 62 00.004
<br />r''/;.j /.
<br />' E/ , / /
<br />metal gutter
<br />0162 00.P01 metal gutter splice cover
<br />d,
<br />/, ;.'
<br />01 92 00A02
<br />{plate
<br />d
<br />• •
<br />•10152091,
<br />0162 OOB01
<br />01 92 OOAOi
<br />09 21 16N0
<br />01 92 00A02
<br />i
<br />d ° •.d
<br />�• • d ° ° a'��d
<br />° •• d d ? °
<br />•
<br />` d
<br />• "
<br />• • ° • ` `°<
<br />' l
<br />Y 3�
<br />TO EXTEND UP
<br />OVER AND DOWN
<br />' ' :'/ ;j' /
<br />' % ' /
<br />; ' /
<br />01 52 00801
<br />FLASHING MEMBRANE TO
<br />WRAP OVER PT WOOD
<br />0184 00A01 firestopping assembly
<br />01 92 00A01 sealant and backer rod
<br />01 92 COA02 sealant
<br />2 LAYERScov
<br />1302
<br />I I I I
<br />ICI II:I
<br />SEE CODE SUMMARY
<br />pp
<br />�..,,,.. Y:...
<br />t" c ep s
<br />s;� fe=`'
<br />PARAPET
<br />, , ; ;
<br />; /
<br />�� i�
<br />/
<br />' ��
<br />BLOCKING
<br />BL ING
<br />01 95 13AOI floor to floor expansion Joint
<br />EXISTING CONCRETE
<br />/ i./
<br />01 95 13A02 floors to wall expansion joint
<br />p J
<br />FOR RATING
<br />1
<br />SLAB
<br />i
<br />cover
<br />f
<br />08 44 13A01
<br />08 44 13AOI glazed aluminum curtain wall
<br />system
<br />0184 0OA01
<br />-'
<br />TO NEW ROOF TO EXISTING
<br />09 21 16B01 metal stud
<br />ROOF
<br />09 21 16.E02 metal hat channel furring
<br />'
<br />09 21 i6°HO1 gypsum board
<br />` I `
<br />R
<br />09 21 16NO1 corner bead
<br />09 24 00A01 stucco
<br />-'
<br />09 24 0OA02 stucco on metal lath
<br />L1
<br />HEAD DETAIL
<br />L5
<br />SECTION DETAIL
<br />�'''
<br />L14
<br />TYPICAL COPING DETAIL
<br />09 24 00B0i metal lath
<br />STEP 1
<br />, �.�a`�'
<br />-''
<br />09 24 OOD02 casing bead
<br />6" =1'-0"
<br />3" =1'-0"
<br />FLOOR TO WALL EXPANSION JOINT DETAIL
<br />3" =1'-0"
<br />09 24 00.J01 spacer
<br />09 30 OOJ401 grout
<br />09 96 00801 elastomeric coating
<br />01 92 0OA021
<br />2-ROWS BETWEEN
<br />CAP FLASHING AND
<br />10152 00A01
<br />CAP FLASHING
<br />01 52 00801
<br />SPLICE COVER,
<br />10152 OOD02
<br />EACH SIDE, AND AT
<br />06 10 00A01
<br />1/2' GAP
<br />10152 00.COI
<br />1302
<br />01 92 0OA02
<br />f
<br />01 62 001503
<br />0610 00A01 P.T.
<br />0844 13A01
<br />_
<br />06 20 00A01
<br />;/ I d
<br />0162 00A01
<br />.-.--.--------------
<br />,
<br />---- --
<br />``'
<br />GENERAL NOTES
<br />0J41 existing masonry to remain
<br />0111 existing roofing to remain
<br />1302 shim as required
<br />�/ . �. • ° ` . d
<br />•
<br />1 I 09 24 00A01
<br />STEP 2 � � f °°f� � I,1 ��
<br />�/ ;�
<br />�Ii'�
<br />_, ,-- -- . -- -� � --
<br />01 92 0 0A01
<br />- - - .!
<br />:.✓�- .� -.% :
<br />- : f
<br />_-
<br />/ ! �; , 1
<br />, "; , ,fit
<br />x
<br />3.102 concrete floor slab
<br />140
<br />09 24 00801
<br />concrete roof slab on metal
<br />01 62 9 03
<br />---------------------
<br />/ °
<br />01 25 00801t<'1y
<br />E
<br />3311 concrete masonry unit
<br />01 92 00A02
<br />l
<br />09 21 ib°H01
<br />d.
<br />f, I .I d... I
<br />i�
<br />F t0 SECTION
<br />REFER
<br />w" fls3s
<br />�;`� 1
<br />(�i�1
<br />. ' ,
<br />SEE SECTION
<br />K'
<br />3316 grout fill
<br />3.403 steel angle
<br />09 24 00D02
<br />I;:
<br />..t•
<br />/ d
<br />DETAIL FOR
<br />iI�I ���
<br />,,'h1, ;�� ;�
<br />, . '
<br />,',
<br />//,
<br />01 52 00A01
<br />3.501 cold formed metal
<br />OS 24��,
<br />I
<br />I ,
<br />SHEATHING AND
<br />1 /
<br />i
<br />k'
<br />studs
<br />3°551 expansion bolt
<br />- d ;
<br />FRAMING
<br />, ��
<br />09 21 16801
<br />/' /'
<br />r
<br />'
<br />3.109
<br />09 24 00A02
<br />0125 0OB01_
<br />3 5/8'
<br />I�`y
<br />-
<br />�
<br />3°551
<br />01 6Z 00.P01 6 x6
<br />'
<br />Iv
<br />0 WO.001
<br />3.403
<br />x'
<br />0 1 62 00M01
<br />3311
<br />/ :
<br />X
<br />01 54 00B 11
<br />I
<br />3311
<br />SEAL
<br />........ ....
<br />F1
<br />SECTION DETAIL
<br />F5
<br />STUCCO ASSEMBLY DETAIL
<br />F10
<br />METAL COPING SPLICE JOINT DETAIL
<br />F14
<br />GUTTER
<br />DETAIL
<br />Win.
<br />Oq! � `V l �e
<br />61.
<br />12" = 1'-0"
<br />1/411 _ �'-0"
<br />3@1 = 1 011
<br />//�j 3!1 l9f1
<br />0162 00A011
<br />01 92 OOAOi
<br />MIN. END JOINT TO
<br />FLORIDA HOSPITAL
<br />PREFAB
<br />BE 1/2' FASTENED
<br />Zephyrhills
<br />01 62 00803
<br />WITH 044 STAINLESS
<br />F10
<br />STEEL POP RIVETS
<br />ED EXPANSION & ORTHO
<br />01 62 0OA01
<br />243
<br />RENOVATION
<br />GUTTER END
<br />NEW EXISTING
<br />I.,
<br />/
<br />CLOSURE
<br />01 62 00.P01
<br />0152 00ACI
<br />10152
<br />00A01
<br />/
<br />E .
<br />TOP PLY
<br />1
<br />/
<br />'10 ; {»zi't
<br />Koi PI}'
<br />��I / .•/ '�a �
<br />II
<br />t�l, M1iPd \ S I it !� Y°k
<br />01 95 13A01 SEE CODE SUMMARY
<br />BASE PLY
<br />1-0
<br />LAP tYP.
<br />� r
<br />�fil�; 1,pr
<br />1
<br />,
<br />�"'�
<br />u t o n
<br />FOR RATING
<br />6
<br />6
<br />,I=,;,1 t �;4i - 1
<br />liai���' III
<br />� I.
<br />1 1
<br />MATCH EXSITING
<br />FINISH
<br />ARCHITECT
<br />•
<br />..
<br />,,-,
<br />.t /
<br />BETWEEN GUTTER AND
<br />• � _ '' .:
<br />. .... .c„ e. w.cu we ...,...w w,.,ow.
<br />SPLICE COVER PLATE
<br />DATE SUBMISSION NO.
<br />/
<br />AND FASTENED WiTH44 N
<br />CONSTRUCTION DOCUMENTS
<br />—
<br />P
<br />0 .5.16
<br />d
<br />40*
<br />RiVETS
<br />05.10.16 ADDENDUM N0.1 1
<br />_._
<br />�
<br />01 62 00.P01
<br />I ,
<br />EXISTING CONCRETE
<br />SLABF„
<br />3.102
<br />01 s4 OOA01
<br />GUTTER
<br />WELDED CORNER
<br />SPLICE JOINT
<br />6NOM°
<br />EXTERIOR SECTION DETAILS
<br />Al
<br />SECTION DETAIL
<br />A5
<br />SECTION DETAIL
<br />A10
<br />90 DEG. METAL COPING JOINT DETAIL
<br />A14
<br />GUTTER
<br />DETAIL
<br />PROJ. NO. H-15021.00 SHEET
<br />DRAWN Author
<br />FLOOR TO FLOOR EXPANSION JOINT DETAIL
<br />A2043
<br />310 =1'-0"
<br />3" =1'-0"
<br />3/16" =1'-0"
<br />1 1/2" = 1'-0"
<br />R
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<br />0
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<br />M
<br />rr.
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<br />h
<br />■
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<br />H
<br />■
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<br />F
<br />■
<br />E
<br />■
<br />D
<br />■
<br />L
<br />■
<br />B
<br />■
<br />A
<br />1 . 3 ■ 4 ■ ■ 6 ■ r` ■ E3 ■ 9 ■ 10 ■ 1 1 ■ 12 ■ 13 ■ 14
<br />■ 15 ■ 16 ■ 17 ■ 13 ■ 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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