HomeMy WebLinkAboutRevision, plansGENERAL 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. 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: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002A
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 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 1'X2" 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:
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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
R4101.17 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
THESE PLNNS
ALUMINUM MEMBERS DIMENSION& SUBJECT
AND ALL PROPOSED WORK
TO ANY CORRECTIONS
HOLLOW SECTIONS REQUIRED
BY FIELD INSPECTORS THAT
2 x 2: 2"X2"X0.044" MAY BEN
CESSARY ffd ORDER TO
2 x 3: 2NT' 0.044" COMPLY
ITH ALL APPLICABLE CODES.
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"0.044"
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FLASHIN§
150 FASTEN TO COL. (INTERNAL)
WIM #10a1-12" SMS, FASTEN TO
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BEAM
2 X 6
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2 x 7
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NOTCH PROFILE MAY VARY
INSTALL BR
IN CORNER
TO
2 X B
1/14
2%9
B/14
TO PERMIT CORRECT #SMS
COLUMN PER PLANS
2 x 10
9/14
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
NOTE: WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL (RED HEAD MFG) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2.1/4" (MIN.)
-ALTERNATELY 5" x 1/4" QUICKSETS 2-1/4' EMBEDMENT
1/8"x2"x2„x ANGLE SELF -MATING OR
5032 H-32 ANGLE SNAP SECTION TYP.
PER PLAN
2 - #10 SMS INTO COLUMN 1")2* O.B. BASE PLATE-TYP.
IW MASONRY ANCHOR EACH
ANGLE -EACH SIDE COL. o ° ° of 1-1/4"MIN CONIC.
ANCHOR EMBEDMENT
2" MIN. INCREASE DISTANCE
MIN 4" SLAB 3000 PSI WHEN GREATER THAN 2x4
CONIC. vdFIeERMESH ,,,,,, UPRIGHT IS USED
GONG. FOOTING
ANCHOR
SIDE VIEW
2 -#12 SMS
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ 1x2 BASE
2 @ SLAB (BEYOND)
1"4" BASE PLATE ANCHORED
TO CONIC w/ 1/4" MASONRY
ANCHOR 6' MAX EACH SIDE
OF POST AND 24" O.C. MAX
CONIC. FOOTING BELOW—/ FRONT VIEW
DETAIL "B" - 2"x4" TO 2"x7" SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
(2) #10x3" SMS INTO SCREW
BOSSES FOR EDGE MEMBEF
BRACE
PURLIN
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE: NTS
EDGE MEMBER
OR PURLIN
0.0625" 6063-T6 FLAT PLATE
MIS) #104AV SMS, MIN, 1/2"
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
"ALL MEMBERS PER PLAN
'MEMBERS VARY PER PLAN
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER vd(2) #10 SMS wH"
PENETRATION INTO SCREW BOSS OF
MEMBER -TYP. BOTH SIDES
DOORJAMB
PER PLAN
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED- FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18' O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL) w/(2) #104" SMS
ATTACH BASE PLATE TO MEMBER
VW(2) #104' SMS INTO SCREW
BOSS OF BASE PLATE ,
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 1-1/2'PENETRATION INTO UNDERLYING FOOTING
DETAIL "F"- DOORJAMB 8 HEADER
ECTI CONNON SCALE:NTS
> PURLIN Al
II 1 MEMBER
#10#' SMS INTO
REW BOSSES
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
2'KJ"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
W OPEN BACK
EXTRUSION
(2) #10#" SMS THRU 1x2INTO
EAVE RAIL EACH SIDE OF COLUMN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
(12) #12xi" SMS
1" SPACING
2"x2" EDGE BEAM
(2) #10x3" SMS —
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN
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VISION 1:
DATE
PAGE:
REVISION 2:
DATE
SCALE:
NTS
GIRT FASTENED INTERNALLY AT EACH END
w/#10x1:5" EACH SCREW GROOVE. FASTEN
TO BEAM vd 2x2x125 ANGLE (2) #12 SMS
INTO BEAM & (2) #10x1-1/2" THRU ANGLE INTO
GUTTER WHERE NO GIRT 15 PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER
2"x2"x11",
w/(2) #12 E
EACH LEG
FOR BEAMS ABOVE 2,0 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
BEAM 11 1�2)#12 SMS NT�SCRiEW 18" 000
2x2xi1" ANGLE
EA SIDE OF BEAM
w/(2) #12 SMS
EACH LEG EACH Si
FOR BEAM OVER 2x5
044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) #12 SMS
ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
FASTEN GUTTER TO
FASCIAw/#14x2"
WOOD SCREW 18" O.C.
(2) 012 SMS
(2)#14x2"
WOOD SCREW
—FASCIA (2'x6" MIN. EXISTING)
STRUCTURAL
GUTTER
TOP VIEW
—ALTERNATELY SEE PAGE
DETAIL"H"
SCALE: TUTS
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/8" 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,
MAINTPJN 31" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 31W OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-1
W52-H32 GUSSET
TABLE B-1
BEAM
SIZE
CCL.TO
BEAM
Owmw
SIDEOFCOL
BFAMTO
BEAM
OTY BMw
FACESIDE
2x4
(5)#12
(9)#12
2 x 5
(5) #12
(9) #12
2 x 8
(7) #12
(9) #12
2x7
(10)#12
(10)#12
2x8
(12)#12
(14)#12
2x9
(14)#14
(14)#14
2x1D
(18)#14
(15)*14
DETAIL "ICGUSSET CONNECTION
SCALE:NTS
050" GUTTER STIFFNER
FASTEN TO FASIAv.(2)
#12)O WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS x
-ALTERNATELY SEE PAGE 5 ___v —
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE:NTS
2)(WM- ANGLE vd(2)
#12 SMS EA. LEG,
(2) #12 SMS
GIRT
0
SMS
a o
11"x2"x4" STRAP
(2) #12 SMS INTO BEAM-'
(2) #12 SMS INTO GUTTER
GIRT
llVW"x4' STRAP
(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
2x2x1/8" ANGLE w/(2)
#12 SMS EA. LEG .
SMS
SIDE VIEW
GIRT
FASCIA
(2) #12 SMS
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 11"x4"x2" ANGLE
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ VWX2"x2" ANGLE
w/(2) #12 SMS
INTO EA MEMBER
(BEAM & PURLIN)
)SCREWS
18"O.C.
` GIRT
� STRUCTURAL GUTTER
ER BRACES
(2) #12 SMS
FTTER & (2)#14
iCREWS INTO FASCIA
(2) GUTTER BRACES
EACH vd12) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FA
tlWx2"x4" STRAP
(2) #12 SMS INTO BEAM
GIRT
(2) #12 SMS INTO GUTTER
STRUCTURAL GUTTER
TOP VIEW
DETAIL "L"
CORNER CONNECTION
SCALE:NTS
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41
HW-
(9) #lw.. SN
11" PLATE ON 45° ANGLE
OR 11"xT'x2" ANGLE W(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
YEBOLT FOR
ABLE TENSION
PERIMETE
FRAMING
DETAIL "I-2" CABLE CONNECTION
AT CORNER SCALE: NTS
/ 118" STAINLESS STEEL
40°MIN. / BRAIDED CABLE
80° MAX. ///
4" MIN. SLAB/
WFOOTING
31"DIA x3"EMBED
CONIC. SCREW ANCHOR
(TAPCON OR EQUAL)
3000 PSI CONIC.
40°MIN. &6-1000
WWM OR FIBERMESH
w MAX
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4" MIN. SLAB 'A """"�
1 5"x5 . rp,`
w/FOOTING
MASONNY _v R
(TAPC 01? %E VAL) f,
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11" STAINLESS STEEL
BRAIDED CABLE
3000 PSI CONC.
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DATE: 1/10/2018
PI N1: DATE
PAGE:
-
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R IS IN 2: DATE
SCALE: NTS
L•F•
0
3/16" 5052-H32 GUSSET
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
11/4" (TYPICAL) oo
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
x2
#14 SMS @ 1 1/4" O.C.
e'
NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REDO (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" 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
]OWN (3/8" MIN. PLATE EDGE DISTANCE
I &C-C FASTENER SPACING)
K-BRACE
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)
FOUNDATION
ANGLE
1" INTO EACH
71CATED BELOW'
CORNER
(2)#10 X 1 1/2" SMS
THRU SCREW BOSSES
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
DETAIL #2
POST
7x 2 x 0.093
BRACE(TYE
m
�I 3/8" 0 CONCRETE ANCHOR (2 PLATES)
IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL"K"-BRACING
CONNECTION DETAILS
1" X2" O.B. FASTENED TO CORNER
POST W/ #12 X 1 Ili" SMS AT 6" FROM
TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
1/8" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREWANCHOR INTO
CONCRETE
6"
SIDE VIEW
CORNER K-BRACE DETAIL
SCALE: N.T.S.
(4) #14 X 3/4" SMS
INTO POST
1"X2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREWANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
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CORNER POST W/ 1" X 2" @
BACKSIDE
318" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
A-4 SCALE. NTS
6" x 5" x 0.050"
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER
K-BRACE
2 x 3 x 0.070 CHAIR RAIL
K-BRACE ,
2x2x0.093
BRACE (TYP.) (11'
S.M.S. AS
PLATE E
LATERAL "IV' -BRACING C-C FAE
CONNECTION DETAILS
2 x 0.093
COLUMN
4CE (TYP.)
00 0"
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ESIGN DATE: 1/10/2018
EVISION 1,
DATE
PAGE:
REVISION 2:
DATE
5
SCALE:
NTS
(3) 1/4" DIA. MACHINE BOLTS
w/ 314" DIA. WASHERS THRU
CARRIER BEAM & POST
TXT FASTENED TO CARRIER
BEAM w/(2�#10.1-1/2" SMS INTO
SCREW ® SSES EACH END.
((�
CARRIER BEAM
CARRIER BEAM
(3) 114" DIA. MACHINE BOLTS
w/ 3/4" DIA WASHERS THRU
CARRIER BEAM & POST
1 "W" MEMBER
FOR SCREENING
VARIES
HORIZONTAL BEAM
1"Y2' MEMBER
ON ITS SIDE
FOR SCREENING
POST
(IF REQUIRED)
#10x1-1/2" SMS @ 24"
-
O.C. MAX CONNECTING
TO I"x2" CARRIER BEAN
�
#10X11/2" SMS @ 24"
x22 x0.062
2" FOR SINGLE
2" FOR
O.C. MAX CONNECTING
RECEIVING CHANNEL
HORIZONTAL BEAM
TO 1"x2" POST
OR ANGLE EACH
SIDE
4" FOR DOUBLE
HORIZONTAL
S6 #10&75"SMS
BEAM OR 4"x4"
(12) #10X0.75" SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
BEAM TO POST DETAIL
SCALE:NTS
/(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT
�l,
2" FROM EDGE �F 2" FROM EDGE
OF SLAB'M. OF SLAB'
TOP VIEW C
(2) 1/4" DIA MACHINE
BOLTS w/ WASHERS
3"4"x0.125"POST
(2) 3/8" DIA EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT 3"W"x0.125 ANGLE
CONIC, FOOTING
BELOW
FRONT VIEW
3"x3" POST CONNECTION DETAI
SCALE:NTS
2"x2"50.062"
RECEIVING CHANNEL
(SLOPED OR FLAT)
NOTE USE SIMILAR DETAIL
FOR NOTCHED UPRIGHT
CONNECTIONTO CARRIER
BEAM
SMS
SIDE)
(2) ROWS OF (5)
#12x3/4" SMS
NOTE: FOR DOUBLE OR TRIBLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4x4 POST OR NOTCH POST AS ABOVE
FOR 64 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
CARRIER BEAM TO POST CONNECTION DETAI
SCALE: NTS
(2) 1/2" DIA EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEMENT\
(3) 1/4" DIA MACHINE
BOLTS w/ WASHERS
(2) 1/2" DIA. EXPANSION
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
PLACEMENT
2"x SMB
/(SEE SHEET S-2
,��/�,/// FOR SIZE)
TOP VIEW
POST
(3) 1/4" DIA MACHINE BOLTS
w/ 3/4" DIA, WASHERS THRU
CARRIER BEAM & POST.
1/4" DIA MACHINE
TOP VIEW BEAM &
0 / CARRIER BEAM
CARRIER BEAM 0
.O
(3) 1/4" DIA MACHINE BOLTS,- POST
w/ 3/4" DIA, WASHERS THRU
CARRIER BEAM & POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION DETAI
SCALE:NTS
(4) 3/8"W"TAPCON THRU
BOTTOM LEG OF ANGLE
INTO
3-3/4" FROM EDGE
3-3/4" FROM EDGE
OF SLAB (TYP.)
OF SLAB
STITCH w/(2)
#12x3/4" SMS
12" O.C.
(3) 1/4" DIA MACH
SMB BOLTS w/WASHEF
SHEET S-2
SIZE) (4)3/8"x4"TAPCON
FRONT VIEW
4"x4" POST wf 2x SMB CONNECTION
DETAIL SCALE: NTS
CONIC. FOOTING CONIC. FOOTING
BELOW BELOW
NOTES:
1, 3x3 POST TO HAVE 3/8" REDHEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM
2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.
2. 40 POST TO HAVE 1/2" RED HEAD-TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDEBMINIMUM
3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.
3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-112" FOR. PAVER THICKNESS MORE THAN
2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
4. WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE 1/8" U-CHANNEL W/ (3) 2-1/4V'TAPCONS INTO WALL AND #12 x 3/4" INTO BEAM E/S QUANITY= BEAM SIZE
TOP VIEW
PER PLAN
1/8'1010x33/4"
(LENGTH)ANGLE
(INTERNAL)
FRONT VIEW
ALT. COLUMN BASE ATTACHMENT
DETAIL SCALE: NTS
V4"DIA.
CARRIER
(2) 1/2" DIA. EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEMENT
h�IL
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0
W
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3-3/4" FROM EDGE 3-3/4" FROM EDGE
OF SLAG (TYP.)-77
OF SLAB (TYP.)
TOP VIEW
(3) 1/4" DIA MACHINE
BOLTS w/ WASHERS
4"x4"X0.125" POST
(2)1Y2" DIA EXPANSION 2"x4"x0./25 ANGLE
BOLTS SEE
THIS PAGE FOR BOLT
PLACEMENT
CONC, FOOTING
BELOW
FRONT VIEW
4"x4" POST CONNECTION DETAIL
SCALE:NTS
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