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1/4" 0 THRU BOLT W/ 1-1/4" 0 WASHER ROOF PANELS (SELECT ROOF PANELS (SELECT
@ 10" O.C. (TYPICAL) - 3/8" 0 BOLTS PER TABLE 401) PER TABLE 401)
REQ'D FOR 6". THICK ROOF PANELS /
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CONTINUOUS ANGLE j COMPOS�ROOF PANEL01
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2 (
X 2" X 1/8" FOR EDGE BEAMS us! / E'GE� e40fa •� r o3�., S Kra
FOR INTERMEDIATE BEAMS I �'2� °✓�8 4�( •Yp+e (,1. T;pL•T1-4
2" X 2" X 3/16" THICK I BOLT THROUGH BOTH FLANGES OF I
W/ #14 SMS @ 6" O.C. (TYPICAL) POST AND BOTH WEBS OF EDGE BEAM I
NOTE: THE2"X2"Xl/8". CONTINUOUS ANGLE MAY
BEAM SELECTED FROM TABLE BE ELIMINATED BY BOLTING THE COMPOSITE-
4tl2 (MAY BE HOLLOW OR PANELS THRU THE SUPPORTING BEAM POST FLANGE I pT INCLUDED - - - - - - SELF-MATING/LAP EXTRUSION REMAINS INTACT
SECTION HIS PERMIT
G BEAM i EDGE BEAM
ROOF PANEL FASTENING DETAIL #2 I zx3+c,a45 0� Z,f�tt,o5o�C, rso
(COMPOSITE PANELS)
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LvLSLE Pc N 5
3tl COMPOSITE ROOF PANEL �%� C�fy' SECTION (WALL FACE) ELEVATION
Co1Z'!ri ! . o3y bKt,1J
RECEIVING CHANNEL WITH
#14 X 3/4" S.M.S. @ 10" D.C. EDGE BEAM FASTENING DETAIL - DIRECT CONNECTION / HOLLOW POST
TOP AND BOTTOM - --- - — _--
1.X 2 OB @ PERIMETER
7O U E=000
NOTE #1: USE Ya"b X 3" LONG LAGS INTO WOOD HOST AND
EXISTING MASONRY \ 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR
FASTEN To FASCIA wrrH\ • • . OR WOOD FRAMED MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING
Y4' 0 X 21h" LAGS 12" ON CENTER HOST STRUCTURE n,
. PERIMETER WALL le � 24„ O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER
ALONG HF,,LT INCLUDED ERM�T
NOTE: FAgglpMt`� n�rt�I�r�IT 1" X 1" X 1/8" ANGLES 2" LONG WITH 2-#8 X 1/2" LONG
1" NOMIN fArtIIM-A , S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP 8L BOTTOM)
AUGMENTED TO 2".
COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA
MST STRUCTURE 9LEMENTS
e
C NNECTION WITH EXPOSED FASTENERS
I i
I X 2 OB @ PERIMETER
REFER TO NOTE #1 THIS SHEET
ii # S.M.S. FROM INSIDE FACE OF
I O X 2 OB INTO SCREW SPLINES OF
1 X 2 OB (1" EMBEDMENT MINIMUM.)
i
GLVpEp�
HOST•SiRUCTURE JELEWNTS "
2xteX.oStl`F•l•L®
Zx3X , 04 i 4
v-1 CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1X2 TO IX2 CONNECTIONS
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JZ�.J ppu..., �1
COLUMN StO--?LA-A d' h6.C/tttof-1
3*3Sek '61t. 3AAF t14"
THICKNESS AND LENGTH
OF ANGLES CONCRETE ANCHORS,
io-T= La to 3. QoaTS
�• Cd-� G xyL4 Cot -
PLACEMENT OF 1X2 SOLE PLATE . '
INCIDENTAL TO DESIGN
-O -- M
- — — — — — — wv
am
0
w H
N FACE OF WALL
o LL
TOP VIEW
EDGE OF CONCRETE
COLUMN TO CONCRETE FASTENING
(DETAIL DEPICTS BEARING WALL ONLY)
2"
COLUMN , w/(z) 319 "0
"eu i CONCRETE ANCHORS,
3ia'x s�iz..
BOLTS THROUGH COLUMN
PLACEMENT OF 1X2 SOLE �1" X 2" OB SOLE PLATE
PLATE INCIDENTAL TO DESIGN
� .. N'C
w mIS PER
2,5 T 1/4" 0 X 21/4" LONG APPROVED
1" (OR LESS) CONCRETE CONCRETE ANCHORS @ 24"
(TYPICAL) O.C. (TYPICAL)
WALL FACE ELEVATION _ P,
COLUMN TO CONCRI
zx 4ocpo"NOvPMZ-�
ON
I v 2 �x15TtrJ
ALUM 7-x3 x a045° CH4+i'
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g"cear..�C ��ec� ST�1�wta-�L.
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FOUNDAT N SCHEDULE I p 4 w fs�� PSG Lt-
-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH ( G l ( I I
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL.
F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 12" DEEP X 16" WIDE SPREAD FOOTING WITH 2 # 5 BARS
CONTINUOUS.
F- 16" DEEP X 18" WIDE SPREAD FOOTING WITH 3 # 5 BARS
CONTINUOUS. 14/1-p
D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN I 0 \A K3 P^ `
EPDXY. I 1 aJ
D-2 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATIONL`L �% r/4 t' ✓ / V C� C�
SET IN EPDXY AND TIED TO NEW FOOTING STEEL.
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REVIEWED F
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
'/4" FILE COPY
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTO'N IC INC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
GERMANO PORCH
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
LL �f.!F
rLP
qi E�. •.
8
sR. o a
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
I,
I
I
KEY PLAN
SHEET TITLE / SHEET NUMBER
I o �•
NUMBER ZO v 1
IPROJECT
DATE Z. 12 t -to to