HomeMy WebLinkAboutSCREEN ENCLOSUREGENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SEI7
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. ACI318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
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: D
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF 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 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING +/- 1 % - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE 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. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE
FROM STRUCTURAL CRACKING, SPALLING & OTHER
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8'W" W/ (1) #5 BAR TO BE
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
3. WHEN APPLICABLE FOR ATTACHING 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.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN -UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS V-0" IN
HEIGHT.
MISCELLANEOUS:
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2. FOR FASTENERS WHICH AREIVOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL V IFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED 19 ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK W/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
0 = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"xZW.044"
2 x 3: 2"xTW.044"
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "xZW.044"
1 x 3: 1 "xTW.044"
SNAP SECTIONS
2 x 2 SNAP: 2"xZW.050"
2 x 3 SNAP: 2"xTW.050"
2 x 4 SNAP: 2"x4"4.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"x0.057"x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
SCANNED
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FLASHING
l'x2' FASTEN TO COL. (INTERNAL)
W/(2) #10%I-12" SMS, FASTEN TO
EAVE RAILS ABOVE W/ #10X1-1/2' SMS
24'O.C. AND 6' FROM END. �
TABLE D
*HORIZONTAL OR SLOPED
(2) #10%3' SMS INTO
BOSSES FOR EDGE
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2 x 7
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2 x 8
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2x9
9114
NOTCH PROFILE MAY VARY
INSTALL BRAG
TO CORNER
TO PERMIT CORRECT #SMS
2 x 10
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PURLIN
COLUMN PER PLANS
v
MAINTAIN MIN, OF 518" SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E -UPRIGHT TO BEAM
CONNECTION SCALE: NTS
NOTE: IF PAVERS ARE
PRESENT, CONCRETE
ANCHORS SHALL
PENETRATE INTO
FOOTING 2.1/4" MIN.
(TYP.)
NOTE: WHEN FASTENING
TO WOOD USE 1/4" GALV.
LAG SCREW IN LIEU OF
CONIC. ANCHORS AND
ENSURE PENETRATION
MIN 2-1/4" INTO
STRUCTURAL FRAMING
BENEATH (TYP.)
5032 H-32 ANGLE
2 -012 SMS INTO COLUMN
3CDO PSI CONIC. SLAB/ FTG.
6x&10x10
W WM OR FIBERMESH
AT
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UPRIGHT
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2X4
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2X5
1/2
2X6
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2X7
2/ 4
2X8
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2X9
3/ 6
2X10
4/8
rISELF-MATING OR
SNAP SECTION TYP.
PER PLAN
1'S2° O.B. BASE PLATE-TYP.
24W MIN. CONIC.
ANCHOR EMBEDMENT
SIDE VIEW
2° MIN. WHEN GREATER
UPRIGHT IS USED
SEETABLE"B°SECONDARY
ANGLE SCHEDULE
- 012 SMS
1/4-TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ ML BASE
2 @ SLAB (BEYOND)
1"l2" BASE PLATE ANCHORED
TO CONC w/ 1/4' MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
3DOO PSI CONC. SLAB/ FIG.
6)&lox10 FRONT VIEW
W WM OR FIBERMESH
DETAIL "B" -2"%4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE: NTS
EDGEMEMBER
ORPURLIN
0.0625" 6063-T6 FLAT PLATE
w/B) #10X1/4" SMS, MIN. 1/2'
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
'ALL MEMBERS PER PLAN
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ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED- FASTEN
Z-BAR TO COL/HEADERAT EACH
CORNER AND 18.0/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL),,/(2) 91Ox2- SMS
ATTACH BASE PLATE TO MEMBER
w/(2) #1M r SMS INTO SCREW
BOSS OF BASE PLATE �
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) 91005'
INTO GIRT OR PURLIN 8 (2) #14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
n PURLIN 41
UPRIGHT, BEAM SNAP.
SELF MATING, OR HOLLOW
N 1 MEMBER <
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: MS
1/4' TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6' OF COLUMN
8 24' O.C. MAX. 1-1/4' PENETRATION INTO UNDERLYING FOOTING
DETAIL "P' - DOOR JAMB & HEADER
CONNECTION SCALE:NTS
3"x2" EDGE BEAM
(2) #10x5" SMS
PUgUN
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN
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DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
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DESIGN DATE:
06/12/2019
REVISION I: DATE
PAGE:
ALTERNATEDETAIL"G'. SLOPED
PURLIN CONNECTION SCALE: NTS
REVISION 2: DATE
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
wW#10x1.V EACH SCREW GROOVE. FASTEN
TO BEAM w/ 24x.125 ANGLE (2) #12 SMS FOR BEAMS ABOVE 2x8 INSTALL
INTO BEAM &(2)#10x1-1/2' THRU ANGLE INTO GUTTER BRACE AT MIDPOINT
GUTTER WHERE NO GIRT IS PRESENT, ATTACH BETWEEN BEAMS & INCLUDE 2'
ANGLE DIRECTLY TO GUTTER GUTTER BRACE AT EACH BEAM
LOCATION
050" GUTTER STIFFNER
FASTEN TO FASIAw(2)
#124' WOOD SCREW
FASTEN TO GUTTER w(2)
2'50x1/8"ANGLE ��\#12SMS [
\ / WHEN BEAM & PURLIN
HIT ON CORNER -
BEAM (2) #144° WOOD FASTEN OUTSIDE OF
SCREW 18" O.C. BEAM & PURLIN
(2) #12 SMS w/ )#12SMS
8 (4) #12 SMS EACH LEG
CLOSE BOTTOM OF
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS FOR BEAM OVER 2x5
EACH SIDE OF B .D44 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLYw/(2)#12 SMS
ALTERNATELY 2x2A/8" ANGLE BELOW GIRT, (2) #14 SMS INTO FASTEN INSIDE CORNER
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER (BEAM TO PURLIN)
w/ 1/89Q'SQ' ANGLE
w/(2) #12 SMS
SIDE VIEW INTO EA MEMBER
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#10 SMS WITHIN 6'
OF BEAM & 24' O.C.1 FASTEN GUTTER TO DETAIL "M" BEAM & PURLIN TO GUTTER
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WOOD SCREW 18' O.C.
(2) #12 SMS
24.X1/8' ANGLE (2) #144' (2) #14 WOOD SCREWS
EA SIDE OF BEAM WOODSCREW (2)#12 SMS INTO FASCIA IB°O.C.
w/(2) #12 SMS
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TOP VIEW "ALTERNATELY SEE PAGE 5 SMB II
DETAIL "H'• ii GIRT
SCALE: NTS
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3W MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN iR' SEPARATION BETWEEN FASTENERS.
MAINTAIN 3W 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 BA
1/8"4"x4" STRAP
(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
Q'x4°STRAP GIRT
1/85
(2) #12 SMS INTO BEAM
(2)#12 SMS INTO GUTTER
5052.H32 GUSSET
:NAL OR EXTERNAL
SMB ILLUSTRATED) 2x2a1/8'ANGLEw/(2)
#12 SMS EA LEG \
TABLE B-1
BEAM
SCf
COL TO
BEM7
Ott SMS
SIDEOFCOL
BEAMTO
BEAM
OTYSMS/
FACNBIOE
2x4
(5)#12
(9)#12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2x7
(10)#12
(10)#12
2x8
(12)#12
(14)#12
2x9
(14)#14
(14)#14
2x10
(16)#14
(15)#14
DETAIL"W'GUSSET CONNECTION
SCALE: NTS
SMB
SIDE VIEW STRUCTURAL GUTTER
(CES
2)BSEACHw(#MS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
GIRT
FASCIA
(2) #12 SMS
GUTTER BRACES
1/8'X2"x4"STRAP
(2) 012 SMS INTO BEAM GIRT
(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE:NTS
(9)#tOx2'SN
1/8" PLATE ON 45' ANGLE
OR 1/8W)Z ANGLE w/(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETE
FRAMING
TBOLT FOR
%BLE TENSION
1/8' STAINLESS STEEL
BRAIDED CABLE
DETAIL "1.2" CABLE CONNECTION
AT CORNER SCALE:NTS
40'MIN.
60' MAX.
40° MIN.
60' MAX.
M'STAINLESS STEEL
BRAIDED CABLE
� 3/8' DIA x T EMBED
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
30DO PSI CONC.
64-10x10
WWM OR FIBERMESH
17
4' MIN. SLAB/
1.5'x5.5' ALUM. STRAP
w/FOOTING
w/(2) 1/4' DIA x 2-1/4'
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL "I-1" CABLE CONNECTION
AT FOUNDATION
SCALE:NTS
3000 PSI CONC.
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W WM OR FIBERMESH
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DESIGN DATE: 06/12/2019
REVISION I: DATE
PAGE:
4
REVISION 2: DATE
SCALE: NTS
3/16" 5052-H32 GUSSET
014 SMS @ 1 1/4" O.C.
2"XPURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
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2"XZ%1/8" ANGLE X4" LONG
PROVIDE #14 X 1" INTO EACH
CORNER POST
x
NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REQ'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.
RAIL
_ 1 " x 2" O.B.
PATIO SECTION
3" x9" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
(3) - #12 x 3/4" S.M.S. EACH SIDE AS
10WN (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
LATERAL "K"-BRACING
CONNECTION DETAILS
GUSSET PLATE
PER E-SERIES
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
(1/2" MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
"ANGLE
1" INTO EACH
DICATED BELOW
1" X 2" O.B. FASTENED TO CORNER
POST W/ #12 X 1 1/2" SMS AT 6" FROM
TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
1/8" X 2" X 2" EXTRUDE ANGLE 5052
ul
0- 01
.y
H-32 ALLOY EA CORNER W/ (2) 914 X 2"
CORNER POST I
SMS INTO POST & (1) 3/8" DIA
a N
N
CONCRETE SCREW ANCHOR INTO
CONCRETE
(2)#10 X 11/2"SMS
LU
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
SELF MATING
BEAM
PLATE
DETAIL #2
W
SIDE VIEW
CORNER K-BRACE DETAIL
SCALE: N.T.S.
(4)#14X3,
INT(
1"X 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
TOINSTALL CONCRETE SCREW ANCHOR
S THRU BRACE (MIN. 1 1/4" EMBED)
RU GUSSET 6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
/1"X2"@
REQUIRED
CONCRETE
INTO
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
NER POST A-4 SCALE: NTS
6" x 5" x 0.050" COLUMN
6063-T6 ALLOY PLATE
K-BRACE (ONE SIDE) OR STRONGER 2x 2x 0.093
BRACE (fYP.)
K-BRACE
z 2 x 0.093
BRACE (7YP 2 x 3 x 0.070 CHAIR RAIL
0
O O\\
1 O
O O I O GIRT(CHAIRRAIL)
K-BRACE I O
O O , '1
O
3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "W-BRACING
CONNECTION DETAILS
2 x 2 x0.093
BRACE(TYP.) (11 TOTAL)-#12 x 3/4"
S.M.S. AS SHOWN (1/l' MIN.
PLATE EDGE DISTANCE &
LATERAL "K"-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS