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t-1 FIN15H4 5CN U UJiNDOUJ 5CHEDULE 3513 °I
ROO �D L� MARK STORM S�U�T'�R5 NO°T�5•
SIZE TYPE FINISH FRAME GLASS REMARKS
ROOM FLOOR BASE WALLS CEILING REMARKS A SH 25 SH ESP WHITE ALUM TiNTED 3513,1 UNLESS EXTERIOR WALL COMPONENTS INCLUDING BUT NOT LIMITED TO STRUCTURAL
EGRESS GLAZING, DOORS AND WINDOWS OF ENCLOSED BUILDINGS, ARE SPECIFICALLY DESIGNED I I 3 0 o
g SH /235 AND CONSTRUCTED TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST WIND B�RGL.AR�' IN�Rl.t510N ®� �� QU p' $' $II Ln
ILI C SH ',233 SAFETY CsLA88 CAT. If •BATH, -+ Gn
PRESSURES AS SET FORTH IN SECTION 2309 OF THIS CODE , AND IMPACT LOADS AS SEt 1 ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS S
13 9
Z p W D SH 2d ECsRE88 o �
w FORTH IN SECTION 2315 OF THIS CODE, ALL SUCH COMPONENTS SHALL BE PROTECTED
IIP
0 a w E sH Is APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS
Q Q Z -J Q F SH '/234 E� SS BY ENGINEERED STORM SHUTTERS. Z
a
SET FORTH. a a a
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U U U m 2. ALL SINGLE INTERIOR SWING DOORS SHALL HAVE A LOCK 70 BE KEY OPERATED FROM 3
EXTERIOR WITH A MINIMUM OF ro,000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY o
z " Z �p " GENERAL N®TES: SINGLE DEAD BOLT WITH HARDENED BOLT INSERT. QII
w _ p w _ O �- S r 3, THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS, SHALL HAVE SAME LOCKS A5 �I O �'I Z
U U > U U > Z �I U } cn U a cA cA 3 1, DO NOT SCALE DRAWINGS USE LISTED DIMENSIONS ONLY. CONTRACTOR $` Z
O �'_g' REQUIRED FOR SINGLE EXTERIOR DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS a
COVERED PORCH • • • • SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE EVENT OF SHALL HAVE MULTIPLE POINT LOCKS WITH 5/a' MINIMUM THROW BOLT WITH INSERTS.
SITTING AREA Ile • CONFLICT, SHALL NOTIFY ARCHITECT BEFORE PROCEEDING,
FRONT DESK • • • • 18' 18' MIN. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH DOOR DEAD BOL75 OR A BOLL N
-F - 2. ALL DIMENSIONS ARE t0 FACE OF STUD, FACE OF STRUCTURE. OR A PIN NOT REMOVABLE OR OPERABLE FROM EXTERIOR AT THE JAMB HEAD. SILL OR >•
1 .
• AT TUB ONLY w
� B L
tH • • I
BATHROOM • I 15 I
2 3. CONTRACTOR/OWNER SHALL COORDINATE WITH PLANS AND THE VARIOUS At MEETING MULLIONS, THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK
KITCHEN • • • • ,MiN TRADES SO THAT PROPER OPENINGS AND CHASES SHALL BE PROVIDED, AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, iF NECESSARY, AND SUCH DOORS
STORAGE • • • •
-� KNEE CLEARANCE SHALL HAVE NO SCREWS REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY
CONFERENCE • • • • 4. ALL TRADES TO COMPLY WITH 5F,B,C DADE COUNTY EDITION.(REV.1996) ENTRY FROM OUTSIDE. m
ROOM-123,4 • • • • - ? 5, ALL ROOF JOIST, TRUSSES OUTLOOiGERS, BEAMS AND GIRDER SHALL p O
OFFICE-142 • • • • N s BE SECURED WITH DADE COUNTY APPROVED METAL TIES, CLIPS 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL NAVE NON-REMOVABLE PINS, y
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TT SIMILAR Z '
I - f 5 O OF
T TY NSW NG 00 RABBE ED R
OFF S DOORS BE
- AM OF A EXTERIOR O E PE ,
6. J B5 L L
A PARTITIONS. <
'r BEARING O S
T 71 BEAMS O EAR P R
_ AND ANCHORS O E BE R B
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CONFERENCE z
� oNFE RE E -
Z O ro. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY o
� 4' READ.BY THE SFBC OF LOCKS AND LATCHES.
;t 60' BROJARD EDITION 4613 1, PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS V
DOOR SC DUL- WITH UFFiCIENT TIME FOR ARCHITECT'S AND ENGINEER'S REVIEW. '1, SINGLE, SWINGING, EXTERIOR DOORS, IF WOOD SHALL BE SOLID CORE OF NOT LESS THAN
No. cv lax 4)OR THE SFBC W S
DOOR FRAME F(1�E DADE EDITION 4613 (a X 4) 13/ ' THICK
W 4-1 T MATERIAL TYPE MAT THRESH RATING REMARKS 8, USE GALVANIZED NAILS ONLY FOR EXTERIOR WOOD WORK a
32' MiN/ S, ALL STUCCO SCRATCH COATS SHALL BE ALLOWED A 24 Ill DRYING PERIOD. 8, GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD
W/WEATHER 6tR1P/AUTO CLOSER
3/' INSTITUTE'S STANDARD 291.1, o
_ O METAL 3 -0 1 METAL FRENCH WOOD E L .� _ cal
1 6 S a TRANSOM ABOVE _ _ T AN / OR MATERIALS BY WRITTEN
- 10. SUBSTITUTIONS OF SPECIFIED PRODUC S D
2 3'-0' 8'-0' 13/4' METAL PANELED WOOD METAL W/WEATHER STRIP/AUTO CLOSER REQUEST AND SUBJECT TO APPROVAL BY OWNER/ARCHITECT, 9, VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40' OF THE INSIDE
3 2'-10' 8'-0' 13/8' UJOOD PANELED WOOD 11. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL WALLS, COLUMN LOCKING ACTIVATINGDEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH 'lly
4 2'-10' 8'-0' 13/8' U100D FRENCH WOOD i0 LItES AMERICAN NATIONAL STANDARD iN5TITUTE'5 STANDARD 291.1. �j W
S 2'-8' 8'-0' WOOD FRENCH WOOD 1(d LITES LOCATIONS, 51ZE AND REINFORCEMENT.
5 2'-8' s'-0' WOOD PANELED WOOD 12, PROVIDE WOOD BLOCKING AT ALL WINDOWS, DOORS, CABINETS , STAIR RAILING 10, SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO
GRAB BARS, TOWEL BARS AND ANY OTHER ITEMS THAT ARE WALL SUPPORTED. PANEL CAN BE LIFTED FROM THE TRACKS WHEN iNTHE LOCKED POSITION AND 50 AS TO Z '
8'-0' WOOD POCKET WOOD PANELED 13. ALL INTERIOR WALLS ARE 3 5/8'(25 GA.) METAL STUDS e 24' O.C. COMPLY WITH THE ARCHITECTURAL ALUMINUM MF55. ASSOC. STANDARD FOR FORCED Z'I
8 2'-0' 8'-0' WOOD PANELED WOOD ACC �� BL. ® � �® (UNLESS OTHERWISE NOTED.) ENTRY RESISTANCE, AAMA 13+x3.3. a s
9 2'-10' 8'-0' 13/4" METAL PANELED WOOD METAL AUTO CLOSER 14 F TO THE ELECTRICAL/MECHANiCAL DRAWINGS FOR CH46E5 11, FRONT AND MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION Z '
1 REFER E
1 3 �' z
Im 2 -rD 8 -0 1/4 M£tAL PANELED WOOD METAL 4o MM 9 LA6EL WEATHER STRIP/AUTO CLOSER
PANELS.
w Q
S LOCATIONS. J '
OR ATTIC ACCESS L
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" ' /' TA W/WEATHER STRIP/AUTO CLOSER
II 21-64 8 -0 134 METAL PANELED WOOD METAL
40h1M B'LdBEL
12 3'-0' V-0' 13/4 METAL PANELED WOOD METAL I Nr,MM, W/WEATHER STRIP/AUTO CLOSER
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L>3�T4� C CON(E L.OO R 3='L A N fGE�' 1�10�'E 5. CO UMN
L UPPER 1. SiNGLE SINK WITH GARBAGE DISPOSAL, PROVIDE CABINETS SWITCH NEAR SINK WB2. HUNG MICROWAVE
OF -STEEL COL.3. REFRIGERATOR SPACE ONLY (PROVIDE ONC. FILLED AND METAL STUD COLD WATER STUB-OUT) � a 4. 36' HEIGHT (AFF.)KITCHEN COUNTER BEAM ABOVE 5, LINE OF WALL CABINETS ABOVE. �'� N °
Z
6, CON(, BEAM ABOVE. P �' ZONE 4 ZONE 4 w
1. 22'x 30' ATTIC ACCESS z I
44.9PS� 44.9FS o
S. AIR HANDLING UNIT (SEE MECHANICAL SHEET FOR SIZE) ' \ 4 bPSF 50'-0' 1loPSf
S. ELECTRIC WATER HEATER-ENERGY SAVER (i) LAYER OF 5/S'
TYPE 'X' GYP. BO. WALL 2' x 4' MIN. N a
10, AiR CONDITIONER COMPRESSOR PAD 36'x 36', % Z
ADHERED TO STRUCTURE 1000D BACKING 2'-0' 15'-1' 3'-0' 11'-I' LEI
11. MEDICINE CABINET � STEEL COL. �! �
12. TOILET PAPER HOLDER 'i I Hr.MIN RATED D ZONE 4
13, 24' WIDE TOWEL BAR 3-1/1'x 3-I/2' x 114' CON(.
14. MIRROR -HEIGHT SET AS PER INTERIOR ELEVATIONS
FILLED STEEL COLUMN 416PSx z
15. SOAP DISH �� \
16. SHOWER CONTROLS t SHOWER HEAD 41-40 3' Z 51-11 2'-3' 3'- I' �' 3' 1' 8' 3' 1 1' )'-4', 2'I- 3' 2" 4' 9'
11. LINEN WITH 4 VINYL COATED SHELVES 5/8'G.WB.
16, VINYL COATED ROD AND SHELF 61 ZONE 5 ZONE 4 �ur, �n � O,U C.0 Z 5 { N
T c BASE CABINET _ 42.9�sf 449PS> ccl 2.9PSf OO Z
(t OF S EEL COL.
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I 20. METAL THRESHOLD. CON(. FILLED AND 5b.9PSf IOP I 0
FLOOR c0
21. ELECTRICAL PANEL T.BEAM ABOVE -
� EL R -
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(SEE ELECTRICAL DRAWINGS) _ • _ � i I I ;�+5,s= I ' I I I
22, ELECTRICAL METER " 20 iA
® •I 22 EXIT 3
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. MA THRESHOLD BATHROOMS. / - r cA IQ
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4. ST L, CO . ON HOUR FIRE: RATED (SEE 5 RUG .DWG
2 L L E I
UP 2 0 _
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RAB R �
25. 42 HIGH WOOD RAILING,
8' 10'-6' 4 3' (d' 4 -�' 4'-S' 4' 4'-8' 4' �o'-g' 4' 11'-2' �I
26. PRECAST GONG. STAIRS. (1) LAYER OF 5/6' -
21, EDGE OF SECOND FLOOR SLAB. I TYPE 'X' GYP, BD. --r__,-- --,_-- _ $ �; >
ADHERED TO T '
28. BUILT-IN SHELVES. STEEL COL. `� A °
23. 6'x 6' WOOD COLUMN J� `'�`�` I �" I '�' DETAIL ' , ZONE 5 y
I\I I y I `t y a-� ✓
�' 42.9PS1 O 3
30. CONG. STAIRS I STEEL COL. DETAILS. � - II
31, PAPER TOWEL DISPENSER WITH TRASH BIN. SCALE: I/2'= 1'-V m 56.9PS
i HR FIRE RATED
32. ONE HOUR FIRE RATED ENCLOSURE Q-I I O cry c_v
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33, i x 6 P.T, WOOD DEC
K (NAIL SPACED) *
I I OFFICE 3 I 51TTING � a
`t 42' LONG AREA li
' 21 30 32 GRAB BAR ZONE 5 o
cv i� 1 3 23 2.9PS;
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114.FIRE RATED ENCLOSURE�4 4 �. $ m 56.9PSf� `- I I `� °
UL.DESIGN No.U-465 )i
24' (MIN.) 12' 12' (MIN). 12' CHIN.) 5OUTH FLORIDA BUILDING CODE _- TmICAL RE SHOW , ' '�. �• 1 z
TOP OF HANDRAIL IPPIUG -----
(MAX) I (REVISED Ill -
---- r- -
I9 SURFACE AT WALLS L 5E i r u
MOUNTED BETU£EN AND 38 ONE 4
--------- I I---------1 3111 (6) (1) (R£QUIREM£N SEOF EGTiON511�OF � ` 1 A501it STAIRNUSNG.� Q I o
L ---------� ' ---------J _ O OFFICE 4 THE CLEAR$FACE 51:
TWEEN -
THIS CODE, 4 . Psf -----
HANDRAIL AND WALL SHALL o
-• o- .� DE 1'/z'MIN - - --4 CA
Z_ ` Z (cc) EVERY BATHROOM DOOR LOCK SHALL BE 3 111 1 1 . 1 2m 1 '
X X H I 0 8 8 -0 ' �• �2 4 0 -0 - 1 -io i0 -0 8 -2 6 9 A'4
a a N O T E DESIGNED TO PERMIT T E OPEN NG OF , � � 4 / , z '
THE LOCKED DOOR FROM THE OUTSIDE ' ' O _ 4' 1
cA
PROVIDE BLOCKING BETWEEN STUDS IN AN EMERGENCY. "� T ? UP '� Q =
FOR FUTURE INSTALLATION OF GRAB BARS. (dd) DOORS MAY BE SWINGING OR SLIDING AND ' �I ® m U
m _ 51TTING EXIT I' PORCH
INSTALL BLOCKING 70 ALLOW ARE EXEMPT FROM THE REQUIREMENTS OF AREA W = '
PARAGRAPH 3103,2(c) HEREIN, FRONT 429 5
/ FOR INSTALLATION OF GRAB BARS m
AS SHOWN IN THIS DETAIL. (sue)NO DOOR IN ANY MEANS OF ESCAPE SHALL # DE5C , ' '
BE LOCKED AGAINST EGRESS WHEN THE 1 OFF I E �O 1 r 4$.1P5
BUILDING 15 OCCUPIED. ALL LOCKING �t
DEVICE WHICH IMPEDE OR PROHIBIT SITTING ' 1 DOOR WINDOW
REifN � FOR INS�"AL.�,�� ION O GRAB BARS - AREA t,O�� ZONE ONE , O o
EGRESS OR WHICH CANNOT BE EASILY <`+
a I
DISENGAGED SHALL BE PROHIBITED. `t � 44,9Psf O 42.9PS. 44.9P ;+
41,6PsF 45,1P6x 4 bP Q
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OFF I C E #5 ____ _ - WINDOW
56.9�s; - ----- - = TRANSOM Z
Of ZGNE 5 ZGNE 5 :
1 A-4 9' 2:9PS 4 .9PS
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56.9P 5 P
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T45 IS A SINGLE TENANT BUILDING
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AND T� 4ERE LUILL BE A MAXIMUM OF ZONE 2,1 4 zo2, d ZONE 5
� I I 42.9PSf 2,9FSf 42.9PSf o
56.9 s�
1
� 45.1PS� 45.1PS� P
I A AN F MA S AN�'T IME �
I 9 M LE5 D 9 E LE
1 al
F l 5T F 00R FLAN L. A Q�� x.
1^�LtL�['1 rn ,
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IN ENTIRE BUILDING.
1 1 1
1 _ �
SCALE- 0
d r'
F
n
FIRST FLOOR (A/C SPACE) 1345 S t.
R L R ,
F
F 1 25 S t,
SECOND LOOK l A/C SPACE) ,0 W
Sq.
COVERED PORCH (lat. FLOOR) 100 Sq. Ft,
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r=:
A, COVERED PORCH (2nd. FLOOR) 100 Sq, Ft. w II � I z II
IN°�ER10R E LEVATiON � .
TOTAL 2,5 0 Sq.FRONT DESiG SCALE, '/z'= 1'-0' 1=t.
III
2.) I =
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