08-357-010"i-r. i n
" MAX
r*0
V/2P.T.
1/4"X3" TAFVON ANc
11/2,� F.T.
WINDOW Of'ENIWa
EXIST SLOCK
WALL
l.I,fOOD BUCK ANCHORING DETAIL.
SCALE: 3/4.1'-O'
205>1.6" DOwELB
DRILL 6" INTO EXIST
TIE BEAM I WT IN
EPDXY resew.
NEW TIE BEAMEXISTING
TIE SEAM
Q
Z3
U
i
TYPICAL NEW TO EXISTING
TIE IBEAM CONNECTION DETAIL.
s
NEW FOOTING
ram. EXd8Tt 4 FOOTING
1#5XC2'-6" DOWELS ! WT IN EPDXY R96K _ FT�s
TYPICAL NEW TO EXISTING
WALL. F-TG CONNECTION DETAIL
7
TOP REINF. ��� ADD #:: I-IES AT 12
CONIC. SEAM \ BOTTOM REINF.
PROPOSED ROOF PLAN
'/4 INCH = 1 FOOT
i BLOCK WITI-4 GROUT
TYP DROPPED BEAD OVER OPENING DETAIL
SCALE: 1/4 ' = 1'-0"
S" S" MIN BRG EA SIDE
-^�-----.�'.
.5 K
..7 K
El I,A Pl"R GaNl�1�,Gilo�t
OF -:-TAIL.
V. I
It'l I/4' 12
'Ea PLAN r
1 I MINIMUM
Og EMBEDMENT
(TYPICAL)
i
UPLIFT CAPACITY: 6440 y
SCHEDULE
MARX
DESCRIPTION
MA
DESCRIPTION
I
ANGLE 3'X3'Xl/4' W/ EXTEND.
LEG (FY-36KSI). SEE DWG.
5
13/44 DIAM. HILTI KWIK BOLT If (CARBON STEEL), 2 REQ'D
2
STEEL PLATE 3-3/4'X41XII/4'(FY-36 KSD
6
PREFABRICATED TWO OR THREE PLY TRUSS.
3
STEEL PLATE 11 I/4'X4'X3/6'(FY-3& KSI)
1
MIN. 5/8' EXTERIOR GRADE PLYWD. SEE PLAN FOR NAILING REQ'MTS.
4
ONE(D, 3/4' DIAM. THRU BOLT FOR TWO PLY TRUSS
8
MIN. WX12' CONC. TIE BEAM (fc-3,000 pol, MIN(MUii1
-
ONE(I), 3/4' DIAM. THR1 BOLT FOR THREE PLY TRU88
S
CONCRETE MASONRY BLOCK „« ; ar" A IV C// '1
GIRDER CONNECTION DETAIL_ ` t
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IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE
SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING
CODE AND ALL APPIJCABLE CODES.
COPYRIGHT02007 James Griffin, Architect
ALL RIGHTS RESERVED. Tf IESE DRAWINGS AND THE
SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND
SHALL REMAIN THE. PROPERTY OFJG . WHETHER THE
PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED
OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER
ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT
EXCEPT BY AGREEMENT IN WRITING AND WITH THE
APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS
OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT
OF JG 1S PROHIBITED.
DRAWING TITLE
PROPOSED
ROOF PLAN
ISSUE. DATE:
3116108
PROD. NO.
080311
SCALE: AS NOTED
DRAWN BY:
MW
CHECKED BY:
JCGriffin
SHEET NO.,
A
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5.0