00-1316-007 -DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY
ALL DIMISIONS AND ADVISE CONSULTANTS OF ANY ERRORS
OR OMMISSIONS. NO VARIATIONS OR MODIFICATIONS TO
WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
"APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE
SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS
MD SPECIFICATIONS REMAIN THE PROPERTY OF
"PORRISON HERSHFIELD CORPORATION. NEITHER
MORRISON HERSHFIELD NOR THE ARCHITECT WILL
BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT.
EXTG WOOD SHINGLE FACADE
CONT METAL FLASHING UNDER SHINGLE
NOTE
DECKING SHALL BE FLUSH
EXISTING SLOPED ROOF BEYOND
6 x 3 CUT TO SIZE WOOD WEDGE
U.L. APPRO ER SHINGLE ROOF
INS AS FOR PRODUCT PROVAL ON
3 AT. FELT DOUBLE LAPPE & TINCAPPEED
" O.C.LAP AND FIELD ON 3 " EXT PLYWOOD
r EATHING. (SEE STRUCTURAL D AWINGS)
NEW 3 x 8 0 16" O.C.
(SEE STRUCTURAL)
7
6
5
i EXTG 4 x 12 BEAM BEYOND 4
i
EXTG DECKING TO REMAIN
w 3
i
EXISTING 4 x 4 POST BEYOND
12
4� i I 2
MATCH
EXISTING TYPE "X" DRYWALL C I i 12
ON 1
" DOUBLE BEAM ON 1x3 FURRING ® 16" O.C. 11/10/00 ISSUE FOR PERMIT
(SEE STRUCTURAL) I i J
'TOP P.T.2x8 OUTRIGGERS 2X4 09/19/00 ISSUED FOR REVIEW
. . PLATE (TYP.) i i
(24"O.C.) i
i i w
r �
R-19 6 1/2
No. Date Action
3 x 3 G.I. DRIP BATTS INSULATION ,
7'-0" VIF 1 x 2 PT NAILER
TOP OF PLATE 2 x 8 WOOD FASCIA i t
(TO MATCH)
2 X 4 HORIZ-GATT I 0—B—E—LL ®UTH MoRly—®®®t
5/8" TYPE X ® MID SPAN '
DRYWALL WALLS
NEW 2x4 STUD PARTITION
W/ WOOD STUDS 16" OC & R-11.
PROVIDE CONT. BEAD OF 3 1/2" BATTS INSULATION BETWEEN
CAULK BETWEEN BOT. OF PLATE EXISTING GLUELAM STRUCTURE L.
AND SLAB M 0 R RI S 0 N
3" SCREE H E R S H F I E L D
MATCH EXI G 2 LAYERS 5/8' TYPE X ONE SIDE ;'
NEW 6" SLAB &
1000 W McNab Road, suite 300, Pompano Bch,Florida 33069
' �
1/2' THICK T 1 1 SIDING MONOLITHIC FTG '�
Tel: (954) 781-0177 Fax: (954) 781-0593
1
SHEETS TO MATC EXTG & (SEE STRUCTURAL)
FLUSH W/ EXISTI G SPACING 2X4„8,,,,,,,,,E(„Pa
INSTALLED VERTIC LLY ON 5/8' EXT
PLYWOOD ON ST CTURAL 2 x 4 '
WOOD STUDS (5 STRUCTURAL) 1+
W/R-11
INSULATION I BETWEEN 4" VINYL BASE
r ait
VINYL FLOOR C !
12"x 12" TILE : EXTG PARTITION ® ANGLE TO REMAIN `
EXTG SLB & FIG TO REMAIN
FIN FLOOR 1JJ.I_,I I1=1 I1=1I I 1 ° - - - - - - - I - FIN FLOOR 0
I 1 —I — 11 —
I=II=l=-I I I=III=III=III=III—I I I=I I I=I I I=1 I—I I—III=III=III—I I—I I I—III=III-11 M 1 =1 I I I= =II—I I I—III=III=I I I=III—II = —III—I I—III=III=III—I I I=III=I I— 1
��* c t✓,s
11=1 I1=111=111=1T_I-1 =__ -1 I I-1I 1=1 I1=111=111=I =1 I1=1T_I-1 11=1 11=1 I I-1I 1=1 11=111=-1TI=111=1I I-111=1T_I�I1= =1T_I=I=111=111= -111=1 I1=1Tf_ Project:
;1 I I—I I I-1 I I I I I,;,I I I,;,I I l i I I 1=1 I I-1 I I-1 11=1 11=115111=1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 I —I 11=1 11=1 I I-1 I I-1 I FEI I I-1 11=1 11=1 I I-1 11 1 I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I
1 I I—I 1 I_I 1 1x11=1 11=1 I I—I I I-111—III—I 11=111=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I I-111—III=11 1=1 I=1 11=1 I I— I I HEM==III—I 11=111=1 1 1=111=111=115 F H G 0 CELL SITE
rl. I I 1=1 I I—I I I—I I IE I I I—III—III—III-1TI-1 I I-111=1 11=1 11=1J�--I 11=1 11=1 11=1 I MITI—I f f—ITI—I I I—ITI--f 1T—III—�— I—III—ITf ITI=1 I I—III—ITI—III—�—I
I M I IE1 I I TI-111=1 I I—I I I—II I IEI I I-1 I I-1 11-1T-1TI=1 1=1 1=Ti=1 1=1 1=1 11=Ti=1 1=111=1I=111=1 1=1 11=1 11==11 1=III—I —1 l 1=1 i I_ITI=1T_I=1 1=1 i' HOPE LUTHERAN CHURCH
I III 1 1 1 1 1 1 1 I IIII I I 1 1111 I I I II I_I I 111 I I I I Ii111(I I I I III II I I�I I I�I I I I I�,,III,;,III, ,III, ,III,, ,1111�1I 11=1 11=1 I�I I I—I 11=1 I I—I 11=1 11=1 11=1 I I—I 11=1 11==III- ''
III—I 11=1 11=1 11=1 I I—I 11=1 11=1 11=1 11=1 11=1 I Il 11—I 1 63,30 BIRD ROAD
1=1 I I—III—III—III—III—I 11-1" ''11 I�I 11=11 I-1T_I-1 I 11T-1 11=1 11=1 11=1 11=1' MIAMI, FLORIDA
''I I I—I 11=1 11=1 I IT I''- '—III—III—III—I 11=1 I I—III—III—III—I 11=''
Ii1=if T=lil— '1 -111,�IliI�ITI l l l lil l l � ,111—��'-
4 MIL. VISQUEEN Drawing Title:
95% DENSITY CLEAN & COMPACTED FILL
SECTION
Scale: Project No.
AS NOTED 6003708
Designer: Date:
RL 10/27/00
SECTION Drawn By: Checked By:
1 PJD
SCALE 3/4" = V-0" Drawing File: Client Approval
Revision No. Drawing No.
A1 . 6