6737 SW 77 TERR_EB-06-073-003 ARCHITECT:
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XN 12 AA26000863
ON
ROOF MEDIAN 12
285 sevilla avenue
coral gables . florida . 33134
_TOP BEAM- _ _ _ _ _ _ tel 305.447.1927
fax .443.598
+50.1 psf arll Bellin A -5564
SMOOTH +47.8 psf +47.8 psf -54.3psf
STUCCO ON S° 52.1psf -52.1psf +50.1 psf YSTONE lenn Pratt, AIAI AR-9608
GONG. 5LK. �! -54.3psf MOLDING
WALL 12 TYF .
YS ONE PROJECT:
WD. GRIKET 4 1 - B P. S T -6®.1psf f I2
SHO +48.3psf �4 I r
STON -52.6psf
_ MOLDING I V
°
� TOP C?I= BEAM 737 SW 77 TERRACE
MIAMI, FL. 33143
�KEYSTON SU KEYSTONE
+50.1 psf MOLDIN mouN ED MOLDING
-54.3psf - ,; LIGHT FIXT. AS
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as STUCCO ON 8' OWNE
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WALL 0
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LINE -54.3psf ,
FF. EL V - -
+47.2 psf TEXT.
+49,7 psf -51,5psf STUCCO
-52.9psf
Front ( South ) Elevation &C,4LE. 1/4"= V-0"
12
5
i2
ROOF MEDIAN 12 5
TOE' OF ROOF
BEAM
.5 s +4 5 p +4 5 sf 48 E
+4 f 5 -63 s
+4 . psf -6 8 +47.$ sf SMOOTH
YSTONE -5 psf CH L'/ H -52.1 STUCCO PROGRESS
MOLDING 12
SMOOTH ^��•
ISSUE AT : -�-06
STUCCO
P JCT .:
DRAWN : E. .
TOP BEAM
PP OVER Y:
4 2ND. FL. SLAB
.- STONE MOLDING
sf
+50.1 MOLDI S
SMOOTH _O -54.3 f
STUCCO +48.
sf
pf s f 4 psf -52• -+5428.8 f
47 p
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f
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FF.
ALL DRAWING AND WRITTEN MATERIALS
LEV
a
HEREIN CONSTITUTE ORIGINAL WORK OF
+48.4 sf
*� +48.5 psf 4 .5 psf TH
E ARCHITECCOT N ASNED N TM.
AY ONLY psf
-O° + +48,5 psf 48.4 psf . DUPLICATED WITH THEIR WRITTEN psf
+484 psf 2s .8 71 f -52.7psf 52.7psf
-52. ps -52.7psf -63.8psf -52.1 sf 8
-63.7 s A A -52.7psf EAL:
ear Q rt E l e v a t o
eC_AL 114",2 f-V
I SCHEDULE
F ME REMARKS
BUR ('J--' L/-\R\T/ INTRUSION 'N' OTE S 4. TAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE MARK EC {PTId DIMENSION MATERIAL FINISH
RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT
DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF A --- 54"x47" ALUM. ESP TRANSOM
l NAT
LOCKS AND LATCHES.
1 . SHALL HAVE A LOCK TO BE
ALL SINGLE EXTERIOR SWING DOORS -� - 27"x59" ALUM. ESP TRANSOM
KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 5. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID C ---- 46"xso'° ALUM. EsP
POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY-IN- CORE OF NOT LESS THAN 1 1/8" THICK. D ---- 22"x22°° ALUM. ESP
THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE _--_ 56"X86" ALUM, ESP TRANSOM
< " DEAD BOLT WITH HARDENED BOLT INSERTS. 6. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN E EET TITLE:
F SLIDING 48°X46" ALUM. ESP
E ° NATIONAL STANDARDS INSTITUTES-STANDARD 297.1 .
2, THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL G ---- 36"X36°' ALUM. EsP
HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING 7 VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING H ---- 28"X96" ALUM. ESP
t;z DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF KCAL
----
HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN ____ 3D"x36°° ALUM. EsP
WITH INSERTS. NATIONAL STANDARDS INSTITUTES-STANDARD 297.1 . J K ---- CAL : 1/4"=1°-0°'
36"X98°° ALUM. ESP
S EET a.: 1
3. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON 8 ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF L ---- 60"X60" ALUM. ESP
REMOVABLE PINS. RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE M ---- 28"x36" ALUM. ESP
AN
DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS
SET FORTH IN METRO CODE/SOUTH FLORIDA BUILDING CODE.
t NOTE:
s 1 - ALL WINDOWS AND DOORS MUST MEET PRODUCT CONTROL APPROVAL
CONTRACTOR SHALL SUBMIT N.O.A. AT THE TIME OF SUBMITTAL FOR PERMIT,
2- ALL WINDOWS AND GLASS DOORS, ARE IMPACT RESISTANT.
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