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DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1.THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND
AA ASM 35 and AA ADM 1
2. ASCE 7-10.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE TABLE 2002.4
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
& OTHER DETERIORATION.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPEOF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 -ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 314 MAX. -ASTM C 33
iii. AIR ENTRAINING +/-1%-ASTM C 260
iv. WATER REDUCING AGENT -ASTM C 494
v. CLEAN PORTABLE WATER
vi. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
i. REINFORCING BARS -ASTM A615, GRADE 60
ii. WELDED WIRE FABRIC -ASTM A185
c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
,OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY.
3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
412 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER
6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
8. SCREEN MATERIAL SHALL BE 18114 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN
THE FIELD.
10. ROOF BRACING SHALL BE A MINIMUM 2"x2"x.050".
11. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
12. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS
13. INTEGRITY OF STRUCTURE SHALL NOT BE
COMPROMISED W/ THE ATTACHMENT OF THE
PROPOSEDSTRUCTURE tx2=0.0440PEN BACK
2x2=0.050 HOLLOW
2x3=0.050 HOLLOW
SCALE: NTS 2x4=0.0464.100 SMB
2x5=0.050x0.120 SMB
JOB NO. 1708317 2x6=0.050x0.120 SMB
Zx7=0.0554.120 SMB
2x8=0.0720.224 SMB
2x9=0.072x0.224 SMB
LEGEND.
MATERIAL DEFINITION
2x2x0.050 WIND BRACING (TYP)
5-4- S!-0
(- 17'-10"
Roof Rise Profile
CONCEALED F,w IENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
p�Ni�,�fAR QF REG4R9
i°HE8E PLANS ANIU ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
gQUIRMO BY nELD INSPECTORS THAT
mml SE NECESSARY, IN.OA®ER TO
1x3 1x3 1x3 ix3 1x3 1x 1x3
2x3
2x3
2x3
2x3
2x3
2x3
2x3
❑ o
K
m m
2x3
'-W
2x3
2x3
2x3
2x3
2x3
IZ2X3
1x3
10
1x3
1x3
1x3
1x3
4'-6"
T-6"
T-6"
T-6"
7'-0„
7'-0
52'-5"
141703-Nr -ui 97nrr n yiSION
S T. jjjCTv
REV1FNA: n FOR IwiPI LAjN,cf.
1i.1' If ix F'�'. _
DATE �
PLANS AND PERALITMUSIBER fTONJO
07=NCOINSPLIC<"ION WMLW:?b",?--,
1T-10"
UNDER TRUSS
Y 1x3 ix2
1n
oE2x3
2%31x3-
4 4'-0��
N
W
I,:
c
0
C S
0
0
ALUMINUM MEMBERS DIMENSIONS
'1")2"
8x ANGLE
HOLLOW SECTIONS
' A2H-32 ANGLE
2 x 2: 2"X2"x0.050" -_
2-#12 SMS INTO COLUMN
2 x 3: 2"x3"xO.050" -_-- -
1/4" MASONRY ANCHOR EACH
2 X 4: 2"x4"x0.050"
ANGLE- EACH SIDE COL.
2 x 5: 2" z5"x0.050"
OPEN BACK SECTIONS MIN 4" SLAB 3000 PSI
1 x2: 1"X2"xO.044" CONC. w/FIBERMESH
1 x 3: 1"x3"4.045"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"4.050"
2 x 4 SNAP: 2"x4"xO.045"
CONC. FOOTING BELOW
SELF MATING (SMB)
2 x 4 SMB: 2"x4'W.044'4.100"
2 x 5 SMB: 2x5"x0.050"x0.100"
2 X 6 SMB: 2"X6"z0.050"x0.120"
1/4" MASONRY ANCHOR
2 x 7 SMB: 2"X7"xO.057"x0.12O"
AT EACH ANGLE
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.072"x0.124"
2 x 10 SMS: 2"x10" xOO92"xO.398'
DETAIL A
1"4" FASTEN TO COL. (INTERNAL)
w/(2) #10x11/2" SMS, FASTEN TO
SAVE RAILS ABOVE w/#10 11/2" SMS
24" D.C. AND 6" WITHIN COL. ,
TABLE D
SELF-MATIN^-OR
BOSSES
pµ-1y ■ryp
SNAP SECS TYP.
FOR EDGE MEMB R
!d'1ilY@S copy
1"Y2"O.B. BASE PLATE-TVP.
•""
21/4" MIN. CONC.
ALUMINUM INTERNAL OR EXTERNAL
o
ANCHOR EMBEDMENT
RECEIVING CHANNEL w/(4) #10X75"
INTO GIRT OR PURLIN & (2) #14x.7S'
° 1
r
#10x11/2"
INTO BEAM OR UPRIGHT 0.062 ANGLE
EDGE MEMBER
o
p
2" MIN. INCREASE DISTANCE
(4) SMS INTO
SCREW BOSSES
j CLIPS MAYBE USED
OR PURLIN
° o -
WHEN GREATER THAN 2x4
UPRIGHT IS USED
j
W
0_
(+
\`.`:;, •.... ..:::; •:
III
III III
-
c
_
--
0
°f>J
""'•' "• �•
INTO BEAM
EDGE MEMBER
OR PURLIN
SIDE VIEW NOTE
BEAM
WHERE PAVERS ARE PRESENT USE 5/16"
j
TAPCON XL (RED HEAD MFG.) MASONRY
PURLIN
0.0625" 60fi&T6 FLAT PLATE -
WANCHORS
TO PENETRATE UNDERLYING
MEMBER
_ _OBRACE
w/(8)#70x.75" SMS, MIN..S"
rnCONCRETE
FOOTING 21/4"" (MIN.)
INSTALL BRACE
EDGE DISTANCE, PLATE MAY BE
mUPRIGHT,
BEAM -SNAP,
TO CORNER
---
FASTENED INTERNALLY TO BRACE
p
SELF MATING, OR HOLLOW
2-#12SMS
II
I
I PURLIN
114" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 C ix2 BASE
LIA-
CD
2 @ SLAB (BEYOND)
—
I
J
m
00
ao
r
—-------- --
J
6i
DETAIL "C" -GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
DETAIL"D"-ROOF
BRACING CONNECTION
M
1"4" BASE PLATE ANCHORED
TO CONC w/1/4"MASONRY
DETAIL
SCALE: NTS
7=
d
e`" "; "•J ANCHOR 6" MAX EACH SIDE
.... ...... .... .. .......` l�``.. OF POST AND 24"O.C. MAX
Z
Q
O
Q
CONC. FOOTING BEl FRONT VIEW
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
FLASHING
BEAM Ott EACH SIDESIZE
2 x 3
4112
2x4
5/12
2x5
5112
2 x 8
6/12
2x7
7112
2x8
8/14
2 x 9
9/14
2 x 10
9/14
v
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NITS
` BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
#12 SMS, (EACH SIDE)
QTY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLANS
FASTEN TOP OF HEADER TO INTERSECTING
2"x2" MEMBER w/(2) #10 SMS w/1"
PENETRATION INTO SCREW BOSS OF
2"4" MEMBER -TYP. BOTH SIDES
V Ili
2"4"DOOR JAMB
-----------------------------------
III Ili
II
II
II
'III
o
a II
u
-------------------------------------------
II
FASTEN HEADER w/(2)#104"
Ili
INTO SCREW BOSS OF HEADER
l
+,
Ili
u
u
ALTDER CONNECTION
li
Ili
u
u
n WHEN Z-BAR IS USED
WHERN-BAR IS
u
o
��
Z-BAR TO COUHEADER AT EACH
Ili ill
u CORNER AND 18" O/C
u
u
ALTERNATE BASE PLATE CONNECTION
ATTACH 2"4" TO BASE PLATE
(INTERNAL) w/(2) #104" SMS
ATTACH BASE PLATE TO 2"4'
w/(2) #10x3" SMS INTO SCREW
BOSS OF BASE PLATE -
2"x2"x.063"- DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) #12 SMS INTERNAL TO EAVE
RAIL (3) #12 EACH SIDE INTO PURLIN
EAVE RAIL- SEE PLAN'
14 OPEN BACK
EXTRUSION
(2) #104" SMS THRU ba INTO
EAVE RAIL EACH SIDE OF COLUMN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
2 x PURLIN
(MAY BE SLOPED
(2) #10 x 4" S.M.S. THRU 2 x3 OR FLAT)
EAVE RAIL INTO PURLIN SCREW
BOSSES
USE #10 x 1 1/2" S.M.S. aL�T 4" O.C.
TO CONNECT TO 1 x 2 O.B. TO 2 x 3
UPRIGHT
PURLIN
1 x 2 O.B. FASTENED TO COLUMN / POST r PURLIN FASTENED TO COLUMN / POST
0
WY(2) #10 x 1 112" S.M.S. INTO SCREW BOSSES WITH (4)8" T x 1" S.M.S. (EACH LEG)
u o (EACH END TYP.) USING I/8"TICK FLAT BAR BENT
n o TO FIT (6063-T6 ALLOY)
COLUMN/POST
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 1112" PENETRATION INTO UNDERLYING FOOTING ALTERNATE:
SIDEWALL POST / COLUMN TO PURLIN
DETAIL"F"-DOORJAMB&HEADER CONNECTION DETAIL
CONNECTION SCALE: NTS
SHT. L
�. Be]1"X2"%0.044"OPEN BACK 6"WIDE X0125"Q ACKET S
.W/(2)#10X21/2"SMSTHRU 0 EACH BEAMATI.,,,dE OVI
BEAM INTO SCREW BOSSES FASCIA W/ 3/8 X 3" LAGS 3 OR
PER BRACKET) AND (1) 3/8' 3"
(1)#10Xit/2"SMS fi" LAG @24"Q.C. AT GUTTER
FROM BEAM,
2" X 2" X 1/8" X 2" ALUM.
RECEIVING CHANNEL W/
(4) #14 X 5/8" S.M.S.
1-1/4" O.C. INTO BEAM
EACH SIDE
NO SCREWS IN
5" GUTTER
#10 SMS WI
OF BEAM &
24xi/8"
EA. SIDE
w/(2) #1:
EACH LE
TOP VIEW
DETAIL"H"
SCALE:NTS
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 30 MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.
MNNTAIN 3/8" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-i
4"
THAN 2" X 4" FASCIA 2" X 4"
SUB FASCIA SHALL BE
PLACE OVER LENGTHEN
LAG SCREWS TO FULLY
PENETRATE SUB FASCIA
IF OTHER FASCIA ADD 2"
X 4" PT FASCIA W/ 1/2" LAG
BOLTS. 1 1/2" INTO TRUSS
TAILS COUNTERSINK
FLUSH WHEN INSTALLING
112" LAG SCREWS
PRE DRILL W/ 3/8" DRILL TO
PREVENT SPLITTING
FASTEN GUTTER TO
FASCIAW#142"
WOOD SCREW 18" O.C.
(2) #12 SMS
(2) #144"
WOODSCREW
FASCIA(2"x6" MIN. EXISTING)
STRUCTURAL
GUTTER
5051 GUSSET
TABLE B-1
BEhM
SIZE
COL. TO
BEAM
OTYSMS/
SIDEOFCOL.
BEAM TO
BEAM
OTY SMS/ _
FACEISIDE
2x4
(5)#12
(9)#12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2 x 7
(10) #12
(10) #12
2 x 8
(12) #12
(14) #12
2 x 9
(14) #14
1 (14) #14
2 x 10
(16) #14
1 (15) #14
'DETAIL "ICGUSSET CONNECTION
SCALE:NTS
1/8" STAINLESS STEEL
40° MI� BRAIDED CABLE
3000 PSI GONG.
6x6-10x10
W WM OR FIBERMESH
Bq A p® �.(pgg�
File,
1L� ile, Copy
60° MAX.
(9)#14x3/4"SI,
We -
a
4" MIN. SLAB/ \ 1/8' PLATE ON 45° ANGLE c.
w/FOOTING 3/8"DIAx 3".EMBED OR1/8"x2"W"ANGLE w/(4) K'1_
GONG. SCREW ANCHOR #12 SMS INTO EACH _ _ c(TAPCON OR EQUAL) INTERSECTING MEMBER _-0
0PSICONC. d UJ0MIN6 10x10 m0°MAX. M OR FIBERMESH EYEBOLT FOR CABLE TENSION
PERIMETER
FRAMING 1/8" STAINLESS STEEL U O
,_ ..... BRAIDED CABLE _ r N
4" MIN. SLAB/
\ 15k5.5"ALUM. STRAP
WFOOTING
w/(2) 3/8" D'P x 3"
MASONRYANCHOR
(TAPCON OR EQUAL)
DETAIL 1-1" CABLE CONNECTION
AT FOUNDATION
SCALE: NTS
(2) #12 SMS
DETAIL "I-2" CABLE CONNECTION
AT CORNER SCALE:NTS
SCREWS. _.
SMB
EF
GIRT
.050" GUTTER STIFFNER
FASTEN TO FASIAw(2)
#124" WOOD SCREW
FASTEN TO GUTTER w(2)
1/81 STRAP
#12 SMS
(2) #12 SMS INTO BEAM
SIDE VIEW
STRUCTURAL GUTTER
(2) #12 SMS INTO GUTTER
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8"4"x2" ANGLE
GIRT
&(4) #12 SMS EACH LEG
(2) GUTTER BRACES
EACH w/(2)#12 SMS
FASCIA
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
24x1/8" ANGLE w/(2)
#12 SMS EA LEG
INSIDE
FASTEN ORNER
PURU
(BEAM TO PURLIN)
(2) #12 SMS
at 4" ANGLE
2) #12 SMS
INTO EA MEMBER
INTO
EMS
..
(BEAM &PURLIN)
118"4x4" STRAP
(2) #12 SMS INTO BEAM
GIRT
DETAIL "M" BEAM & PURLIN TO GUTTER
(2) #12 SMS INTO GUTTER
STRUCTURAL GUTTER
CONNECTION SCALE: NTS
TOP VIEW
DETAIL "L"
CORNER CONFECTION
SCALE: NTS
I
` 3/16" 5052-H32 GUSSET
#14 SMS @ 1 1/4" O.C.
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
00
1 1X' (TYPICAL)
5'
y31B
�231
5° B"
510' B'
NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REO'D (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING
3. GUSSET LENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE.
2"X2"X1/8" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR
CORNER POST
RAIL
Vx2"O.B.
PATIO SECTION
3" x 3" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
(3) - #12 x 3/4" S.M.S. EACH SIDE AS
TOWN (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
K-BRACE
LATERAL "K"-BRACING
CONNECTION DETAILS
'ANGLE
1" INTO EACH
DICATED BELOW
NOTES:
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
6"
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES
SLAB/FOOTING
SEE PLAN
1"X 2" O.B. FASTENED TO CORNER
POST W/ #12 X 11/2" SMS AT 6" FROM
TOP & BOTTOM RAILS TYPICALLY@ 24" O.C.
118" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
SMS INTO POST & (1) 3/8" CIA
CONCRETE SCREWANCHOR INTO
CONCRETE
SIDE VIEW
H-1 CORNER K-BRACE DETAIL
A-3 SCALE: N.T.S.
GUSSET PLATE
PER E-SERIES SELF MATING (�2^
/-BEAM
DETAIL #2
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
(3) - #12 x 3/4" S.M.S.,
EACH SIDE AS SHOWN
(112" MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
CORNER POST
0.093
�I 318" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "K"-BRACING
CONNECTION DETAILS
(4)
1 " X 2" BASE PLATE
ANCHORED TO CONC W/ 114"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
a0s]011W1IaT1v
POST W/ 1"X2" @
3/8" X LENGTH AS REQUIRED
FOR 21W EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
CP-l\ CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NTS
6" x 5" x 0,059' COLUMN
6063-T6 ALLOY PLATE
(ONE SIDE)OR STRONGER 2x2 x0.093
BRACE (TYP.)
K-BRACE
2 x 3 x 0.070 CHAIR RAIL
O 0
0
0 0 O GIRT(CHAIRRAIL)
K-BRACE ___ /_ _ O
O O
2x 2 x0.093
BRACE (TYP.) (11TOTAL)-#12x3/4"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "K"-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS