HomeMy WebLinkAboutSCREEN PAPERWORKGENERAL 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. AC1318 CONCRETE REFRENCE MANUAL.
5. PC[ 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: C
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"x8" 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 ARE70-BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2 %2"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 5'-0" IN
HEIGHT.
MISCELLANEOUS:
-- - - - - _ ST.-LUCIE COUPYTY- L- r
BUILDING DIVI ..�^,
R NVbs
FOR COMP IAN
REVIEWED BY
DATE
PLANS AND PE MIT
MUST BE KEPT ON.JOB OR
NO INSPECTION WILL BE MADE
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN 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.
Aw
iL
LEGEND: (ALL MAY NOT APPLY)
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP =SOLID INSULATED PANk#
CT CABLE TIE
bNCFALED F STENERS OR ATTACHMENTS
=
SG = SUPER GUTTER CS CLEAR SPAN ,ARE THE ESPONSIBILITYOF THE
=
KB = KNEE BRACE CONTI ACTOR OFRECOM
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"xZW.044"
2 x 3: 2"xTW.044" THESE PLAN % AND ALL PROPOSED WORK
2 x 4: 2"x4"x0.044" ARE SUDJ-C TO ANY CORRECTIONS
2 x 5: 2"x5"x0.050"
REOUIRm F3 FIELD INSPECTORS -mT
OPEN BACK SECTIONS I4Y De 1�EC SSARY IN ORDER TO
1 x 2: 1 "xZW.044"
1x3:1"xTW.044" COLIPLYWITI I ALL APPLICACLECODES,
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
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"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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DESIGN DATE: 72/10/2018
REVISION 1: DATE PAGE:
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(941) 391-5980
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PROJECTADDRESS:
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PROJECT NO. 1834408 CA CERT.#30782
DATE: 12/10/20I8
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EAVE RAILS ABOVE W/ #10X1-1/2" SMS
TABLE D
BEAM QTYEACHSIDUSRE
2x3
4112
2x4
B/10
2x5
8/10
2x6
10/10
2x7
12/10
2x8
8/14
2x9
9/14
2 x 10
9/14
j 0
1 0
MAINTAIN MIN, OF 518" SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE:NTS
(2) #10x3" SMS INTO SCREW
BOSSES FOR EDGE MEMBEF
EDGE MEMBER
OR PURLIN
BEAM PER PLAN
(2)#1Ox2"
`.
NOTCHED TO RECEIVE
INTO BEAM
COLUMN WITHIN
ISMS, (EACH SIDE)
BEAM
BRACE
QTY PER TABLE D
INSTALL BRANOTCH
PROFILE MAY VARY
TO CORNERCE
TO PERMIT CORRECT # SMS
PURLIN
COLUMN PER PLANS
TABLE "B" SECONDARY ANGLE SCHEDULE
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE: NTS
EDGE MEMBER
OR PURLIN
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x.75-
INTO GIRT OR PURLIN 8 (2) #14x75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
�. P_URUN I
UPRIGHT, BFAM-SNAP,
SELF MATING, OR HOLLOW
III. 1. MEMBER. <
DETAIL "C" -GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
NOTE: IF PAVERS ARE
PRESENT, CONCRETE
UPRIGHT
QTY. TAPCON/ SCREW
'ALL MEMBERS PER PLAN
ANCHORS SHALL
2X3
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'MEMBERS VARY PER PLAN
PENETRATE INTO
3"x2" EDGE BEAM
;
FOOTING 2-1/4"MIN.
2X4
1/2
------
TYP)
2X5
1/2
NOTE: WHEN FASTENING
2Y`6
2/ 4
PORUN
TO WOOD USE 1/4" GALV.
(2) #10x5" SMS
LAG SCREW IN LIEU OF
2X7
2/ 4
lii
FASTEN TOP OF HEADER TO INTERSECTING
INTO SCREW BOSSES
4
CONC. ANCHORS AND
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FASTENED COLUMN
W/(4)#12 X 3/4"EA LEG
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BENEATH (TYP.)
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6x&10x1O
W WM OR FIBERMESH
SELF MATING OR
SNAP SECTION TYP.
PER PLAN
1"x2" O.B. BASE PLATE-TYP.
01 2-1/4" MIN. CONC.
ANCHOR EMBEDMENT
2" MIN. WHEN GREATER
THAN 2x4 UPRIGHT IS USED
SEETABLE"B"SECONDARY
\);: ANGLE SCHEDULE
SIDE VIEW
2 - #12 SMS
1/4"TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ 14 BASE
2 @ SLAB (BEYOND)
1"x2" BASE PLATE ANCHORED
TO CONIC w/ 1/4" MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
30DO PSI CONC. SLAB/ FTG. I
6x&im FRONTVIEW
WWM OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
PER PLAN
FASTEN HEADER
INTO SCREW BOI
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED- FASTEN
Z-BAR TO COLMEADER AT EACH
CORNER AND 18" O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL) w/(2) #10x2" SMS
ATTACH BASE PLATE TO MEMBER
W/(2) #10x3" SMS INTO SCREW
BOSS OF BASE PLATE �
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF COLUMN
824" O.C. MAX. 1-114" PENETRATION INTO UNDERLYING FOOTING
DETAIL "F' - DOOR JAMB & HEADER
CONNECTION SCALE: NTS
NOTCH COLUMN AS REQ'D.
COLUMN PER PLAN
DETAIL "G" -SLOPED PURLIN
CONNECTION SCALE:NTS
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PURLIN CONNECTIOAILN SCALE: NTS
DESIGN DATE: 12/10/2018
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NITS
GIRT FASTENED INTERNALLY AT EACH END
w/ #10xl.5' EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2x2xl25 ANGLE (2) #12 EMS
INTO BEAM & (2) #10x1-1/2" THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER _
25Q"AIW ANGLE
BEAM o
CLOSE BOTTOM OF
BEAM WHEN TRIMMED
.044 RECEIVING CHAW
FASTEN w/(2) #12 SMS
EACH SIDE OF BEAM/
OF
2x2xl/8" ANGLE
EA SIDE OF BEAM
w/(2) #12 SMS
EACH LEG EACH S
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
18"O.C.
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
IN ERNALLYw/(2)#12 SMS
ALTERNATELY 2x2xl/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
TOP VIEW
DETAIL"H"
SCALE: NTS
FASTEN GUTTER TO
FASCIAw/#14x2"
WOOD SCREW TW O.C.
(2) #12 SMS
(2)#14x2'
WOOD SCREW
FASCIA (25B" MIN. EXISTING)
STRUCTURAL
GUTTER
"ALTERNATELY SEE PAGE 5
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NOTE
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 318" 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.
MAINTAIN 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-1
3116"-5052-H32 GUSSET
INTERNAL OR EXTERNAL
(2X10SMB ILLUSTRATED)
TABLE B-1
8E
M
COL TO
BEAM
OTYSM�
SIOEOFCOL.
BEAMTO
BE
Owsm
FACESICE
2 x 4
(5) #12
(9) #12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2x7
(10)912
(10)#12
2x8
(12)#12
(14)#12
2x9
(14)#14
(14)#14
2 x 10
(16) #14
(15) #14
DETAIL "K" GUSSET CONNECTION
SCALE:NTS
.050" GUTTER STIFFNER
FASTEMTOFASIAw(2)—
#12x2" WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS l
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8"x250 ANGLE
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ 1/Wx25Q" ANGLE
w/(2) #12 SMS
INTO EA. MEMBER
"ALTERNATELY SEE PAGE 5 T (BEAM & PURLIN)
DETAIL "M" BEAM &PURLIN TOGUTTER
CONNECTION SCALE: NTS
2x2xl/8" ANGLE w/(2)
#12 SMS EA LEG,
(2) #12 SMS
SMB L
GIRT
1/8"x2'h4" STRAP
(2) #12 SMS INTO BEAM STRUCTURAL GUTTER
(2) #12 SMS INTO GUTTER SIDE VIEW n�"o".�
FASCIA
118"x2"x4" STRAP GIRT
(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
GIRT
FASCIA
(2) GUTTER BRACES
SMS
ENTACH GUTTER
IO GUTTER 8 (2) #
\
WOOD SCREWS INTO
2x2x1/8"ANGLE w/(2)
#12 SMS E& LEG
(2) #12 SMS
SMB
1HW"x4" STRAP
(2)#12SMS INTO BEAM GIRT
(2) #12 SMS NTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
(9) #10x2" SN
IB" PLATE ON 45' ANGLE
OR M"x2")T ANGLE 4(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETE
FRAMING
YEBOLT FOR
ABLETENSION
1/8" STAINLESS STEEL
BRAIDED CABLE
DETAIL "I-2" CABLE CONNECTION
AT CORNER SCALE: NTS
40" MIN.
60' MAX.
4" MIN. SLAE
w/FOOTING
40' MIN.
60' MAX.
1W STAINLESS STEEL
BRAIDED CABLE
1 3/8" DIA x3" EMBED
CONIC. SCREW ANCHOR
(TAPCON OR EQUAL)
3WO PSI CONIC.
6x6-10A0
W WM OR FIBERMESH 1
n
4" MIN. SLAB/
1.5"x5.5"ALUM. STRAP
w/FOOTING
WI(2) 1/4" DIA x 2-1W
MASONRYANCHOR
(TAPCON OR EQUAL)
DETAIL "I-1" CABLE CONNECTION
AT FOUNDATION
SCALE: NTS
3000 PSI CONC.
6x6-10x10
W WM OR FIBERMESH
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DATE: 12/10/2018
N1: DATE PAGE:
N 2: DATE
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1 1/4"
3/16" 5052-H32 GUSSET
2" X PURLINS ATTACH TO
H MIN (4) #10 X 1 1/2" SMS
WASHER-UNDERSCREW
IN GUSSET CORNER
2"X2"X7/8" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR
CORNER POST
x2x
#14 SMS @ 1 1/4" O.C.
a y iye�5�m
2
NOTES:
1. GUSSET DIMENSION ARE MINIMUM
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
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
10WN (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
LATERAL "W'-BRACING
CONNECTION DETAILS
K-BRACE
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 8 C-C
FASTENER SPACING)
V X 2" O.B. FASTENED TO CORNER
"ANGLE
POST W/ 912 X 1 112" SMS AT 6" FROM
TOP 8 BOTTOM RAILS TYPICALLY @ 24" O.C.
11" INTO EACH
- _
1/8"DICATED.BELOW___ X X 2" EXTRUDE ANGLE 5052
_ _ _
_ _
14
H-32 ALLOY EA CORNERW!(2)#14 X2"
H-3 L
CORNER POST
I�I
SMS INTO POST 8 (1) 3/8" DIA
CONCRETE SCREWANCHOR INTO
6"
CONCRETE
DETAIL #2
M
(2) #1O X 1 1/2"
THRU SCREW BO:
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
CORNERPOST
Tx 2 x 0.093
BRACE (TXF
3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "K"-BRACING
CONNECTION DETAILS
SIDE VIEW
CORNER K-BRACE DETAIL
SCALE: N.T.S.
(4)#14 X3.
INTI
1" X 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
'OST W/ 1"X 2" @
3TH AS REQUIRED
EMBED CONCRETE
CHOR INTO
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
AFL SCALE: NTS
6" x 5" x 0.050" COLUMN
6063-T6 ALLOY PLATE ���\\\
(ONE SIDE)OR STRONGER \ 2x2x0.093
\ BRACE (fYP.)
K-BRACE ----�
2 x 3 x 0.070 CHAIR RAIL
p `. I
p O \
O O O GIRT (CHAIR RAIL)
K-BRACE
O
2x2xO.093
BRACE(TYP.) (11 TOTAL)-#12 x 314"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "W'-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
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DESIGN DATE:
REVISION 1:
REVISION 2:
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DATELPAgGE:DATE
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