7051 SW 62 AVE ERPB-06-041-002 LIGHT TO EXIST.
BE REMOVED SWITCH
° FLMO5E 5
° BIRCH f TECH UR.E, LLC
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ARCHITECTURE
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MAJORCA A v E N U En
CORAL GA5LMS, FL . 33134
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NOTE: EXISTING ELECTRIC TO REMAIN t E L s 1186) 546 - 3368
1= A X s C305) 448 - 2212
E-t1 A I L fAbWivm cWkaUu*
ELECT - FLAN
ISSUE: DATE:
ISSUED FOR PERMIT 12/18/05
3 PLY MOD. BIT CAP SHEET MOPPED NEW ROOF _ _ _ 10'=5'1 _ _ 101-53' _ _ _ NEW ROOF
OVER 30# BASE SHEET NAILED TO
5/8 EXT GRADE PLYWOOD
ROOF DECK W TINCAPS REVISION: DATE: DESCRIPTION:
Z 0
NAILED TO JOISTS W/ 10 �
D NAILS @ 16" O.C. AT 2x8 WD. JOISTS USP TAPR214 _j Ln X
PERIMETER & INT. SUPPORTS @ 16 O.C. EMBEDDED ANCHOR eti w � W
R-30 INSULATIO W/ (10) 10d NAILS Aluminium W z z =
Frame Glass z v a Q
26 GA. GALV. METAL Window ¢ Q
DRIP LAPPED 6" AND E
Existing Double Tee-/ New Joist Hangers NAILED @ 4" C.C. OVER New
1"x2" P.T. WD NAILER CONT. New Metal Door 0
NEW 1"x4" P.T. WD. FIRE STOP_/ Metal Door � �
2x8 WOOD P.T. @ 8'-0" A.F.F. & AT CEILING LIGHT TEX'('URE STUCCO Z ►_
� Z PROJECT:
@ 24" O.C. INTERSECTIONS ON METAL LATH ? X
2X12 HEADER USP SUH28 » W _ pp" _ �-0�� - W
2-5/8 OHVA (8) 1 O NAILS IN HEADER 8"x12" CONC. TIE BM. W/ 4 #5 4 x16 SCREEN VENT
AT EACH DOUBLE TEE STEM (6) 10d NAILS IN JOIST. CONT. #3 TIES 4 @ 12" EA. SIDE AT 4'-0" O.C.
EXIST. GIS. BLOCK EXIST. GLS. BLOCK
OF TIE COL BAL. @ 48 O.C. REMOVE & FILL W/ CONCRETE TYR REMOVE & FILL W/ CONCRETE TYP.
E- DOWEL BEAM BARS 5' LONG EA. WAY TOP & BOTT.
z REINF. INTO EXIST. WALL
SOUTH MIAMI
w
STUCCO FINISH SCUT �4 ELEV, F E A R NOF;�TH GYPSUM BOARD ON 1"x2" MATCH EXIST. TEXTURE L FLAN
WOOD FURRINGS AT 24 O.C. SCALE: 1/4"=V-0" SCALE: 114'=V-0"
SPRAYED INSULATION (R=4.2) -10511 1/W, (o2rd AVENUE
NOTES:
8"X12" CONC. TIE BM. W/ 4 #5 1— ALL WINDOWS SHALL COMPLY WITH THE FLORIDA BUILDING CODE-2001, SUBMIT SHOP DRAWINGS WITH PRODUCT APPROVAL No.
CONT. #3 TIES 4 @ 12" EA. SIDE 2- NO SHUTTERS WILL BE INSTALLED.
OF TIE COL. BAL. @ 48" O.C. CONSULTANT:
NEW
BEYONDR BARS 5' LONG EA. WAY TOP & BOTT. WINDOW SCHEDULE KITzMAN ENGINEERING INC,
EXISTING MASONRY WALL--,,,, SYM. DESCRIPTION GLAZING WIDTH HEIGHT REMARKS PRESSURE PRESSURE EGRESS * I
q PICTURE ALUM. FRAME WINDOW 1/4" TINTED 3'-1" 5'-1 1/2" IMPACT GLASS —54.8 +50.4 2'-10" x 2'-4" R. KITZMAN, FE 12655
15845 S.U1. 285 St
HOMESTEAD, FL. 33033
MASONRY WALL 305-245-1255
BEYOND FAX: 305-245-'12'18
DOOR SCHEDULE
SYM. DESCRIPTION TYPE WIDTH HEIGHT REMARKS CONSULTANT:
B METAL FRAME DOOR ENTRY DOOR 3'-0" 6'-1 1/8" METAL ENTRY DOOR
EXISTING MONOLITHIC SLAB
a 4; a a
101-5" NEW ROOF
EXISTING SLAB SEAL
VERTICAL SECTION I = N ;
1 3: w New New C.,,
3 z Aluminium Aluminium NEW MASONRY
WALL `�z
a z a Frame Glass Frame Glass
Window Window t t7b. W z cn
v PROJECT NAME GOLDMAN
GO co
DATE:12-18-2005
X
w SCALE:AS SHOWN PROJECT NO:05-0315
— EXIST. GLS. BLOCK WCx D . BY: Fabian Moses APPRD. BY:
REMOVE & FILL W/ CONCRETE TYP. SHEET No.
EAST ELEV, FLAN -
SCALE: 1/4"=V-0"
SHEET TITLE: Elev.- PLAN