HomeMy WebLinkAboutENGINEERINGGENERAL 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. & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4.. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM I
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. 2b 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:
L PORTLAND CEMENT TYPE I - ASTM C 150
11. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
Ill. 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:
1. REINFORCING BARS - ASTM A615, GRADE 60
I[. WELDED WIRE FABRIC - ASTM Al 85
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 #1 4X2-3/4"- WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #I-QX1 -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 6-0" 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
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 APPLY)
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"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"4.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"xO. 044"
1 x 3: 1 "0"4.044"
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 SM B: 2"x7x0. 057"xO. 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"xl 0"0.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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DESIGN DATE: 05/25/2018
REVISION 1: DATE PAGE:
REVISION 2: DATE
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FLORIDA ENGINEERING LLC
4456 TAMIAMI TRAIL, UNIT B14
PORT CHARLOTTE, FLORIDA 33980
(941) 391-5980
www.fiengineeringllc.com
PROJECT NO. 1814319
CA CERT. #30782
Ckig E. Gun'W'rson, P.E. #60102
DATE: 05/25/2018
FLASHING
1")g' FASTEN TO COL. (INTERNAL)
W/(2) #10xl-1/2" SMS, FASTEN TO
EAVE RAILS ABOVE W/ #lOX1-1/2" SMS
24" O.C. AND 6" FROM END. —_
TABLE D
BEAM OTY EACH SIDEJSIZE
2x3
4/12
2x4
8/10
2x5
8/10
2x6
10/10
2x7
12/10
2x8
8/14
2x9
9/14
2x`10
9114
MAINTAJN 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
PENETRATEINTO
FOOTING 2-1/4'MIN.
(TYP-)
NOTE: WHEN FASTENING
TO WOOD USE 114" GALV.
LAG SCREW IN LIEU OF
CONIC. ANCHORS AND
ENSURE PENETRATION
MIN 2-1/4" INTO
STRUCTURAL FRAMING
BENEATH (TYP.)
*HORIZONTAL OR SLOPED
BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
SMS, (EACH SIDE)
QTY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLANS
TABLE "B"
UPRIGHT
OTY. TAPCON/ SCREW
2X3
0
2X4
1/2
2X5
1/2
2X6
2/4
2X7
2/4
2X8
3/6
2X9
3/6
2X10
4/8
1/8")05a"x ANGLE v
5032 H-32 ANGL
2 - #12 SMS INTO COLUMN
1/4" MASONRY ANCHOR EACH
ANGLE - EACH SIDE COJ��
MIN 4" SLAB 3000 PSI
CONC. W/FIBERMESR---
(2) #1 Ox2"
INTO BEAM
BEAM —
INSTALL BRX
TO CORNER
SELF-MATING OR
SNAP SECTION TYP.
PER PLAN
1"x2" O.B. BASE PLATE-TYP.
0 0 V"�
oll 2-1/4" MIN. CONC.
ANCHOR EMBEDMENT
" MIN. WHEN GREATER
THAN 2X4 UPRIGHT IS USED
SEE TABLE "B"
3000 PSI CONC. SLAB/ FTG.
6x6-10x&------- SIDE VIEW
WWM OR FIBERMESH
1/4" MASONRY ANCHOR
AT EACH ANGLE,,.— 2-#12SMS
/4�TAPCON XL (RED HEAD MFG. OR EQUAL)
lx2 BASE
2 SLAB (BEYOND)
1 'W" BASE PLATE ANCHORED
TO CONC w/ 1/4�'MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
6.
3000 PSI CONIC. SLAB/ FTG.
6x6-1 0 FRONT VIEW
WWM OR FIBERMESH
DETAIL "B" 2"x4" OR LARGER UPRIGHT
TO DECK DETAILS SCALE: N.T.S.
(2) #1 Ox3" SMS INTO SCREW
BOSSES FOR EDGE MEMBER
DETAIL "ID" - ROOF BRACING CONNECTION
DETAIL SCALE:NTS
11 --- EDGE MEMBER
III A I OR PURLIN
0.0625" 6063-T6 FLAT PLATE
w/(8) #10x3/4" 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 wl(2) #10 SMS w/1"
PENETRATION INTO SCREW BOSS OF
MEMBER - TYP. BOTH SIDES
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL wl(4) #10x75"
INTO GIRT OR PURLIN & (2) #14x75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
> PURLIN ly,
UPRIGHT ' BEAM -SNAP
SELF MATING, OR HOLLOW
DOORJAMB
PER PLAN
------------
FASTEN HEADER wl(2) #lOx3"
"�,�TO SCREW BOSS OF HEADER
ALTERNATE HEADER CONNECTION
10,
WHEN Z-BAR IS USED - FASTEN
I
Z-BAR TO COLlHEADER AT EACH
11
11
CORNER AND 18" O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL) w/(2) #I Ox2" SMS
ATTACH BASE PLATE TO MEMBER
W/(2) #104" SMS INTO SCREW
BOSS OF BASE PLATE -�
III I MEMBER I
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE:NTS
..... . . . . . .
..............................
..........
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................................................................... ....
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 1-1/2" PENETRATION INTO UNDERLYING FOOTING
DETAIL 7" - DOOR JAMB & HEADER
CONNECTION SCALE:NTS
#10x2" SMS INTO
REW BOSSES
2"x2" )(' 063" - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) #12 SMS INTERNAL TO EAVE
RAJL (3) #12 EACH SIDE INTO PURLIN
EAVE RAIL - SEE PLAN--
lx2 OPEN BACK
EXTRUSION
(2) #10x2" SMS THRU lx2 INTO
EAVE RAJ LEACH SIDE OF COLUMN
DETAIL "G" -SLOPED PURLIN
CONNECTION SCALE: INTS
(12) #12xl' SMS
@ 1" SPACING,
2")2" EDGE BEAM
(2)#lOx3"SMS —
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN
ALTERNATE DETAIL "G" SLOPED
PURLIN CONNECTION SCALE: NTS
0
0
0
PURLIN
UPRIGHT
1-1/2"x 1/16" PLATE
(TOP OR BOTTOM)
1 "x2" FASTENED TO COLUMN
w/(2) #10xl-112" SMS INTO
SCREW BOSSES FOR SMB
OR SNAP COLUMN
V.&I SNAP
NOTCH COLUMN AS REQ'D.
COLUMN PER PLAN
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DESIGN DATE: 05/25/2018
REVISION 1: DATE
PAGE:
3
REVISION 2: DATE
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
wl #1 Oxl.5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2x2xl25 ANGLE (2) #12 SMS
INTO BEAM & (2) #10xl-1/2" THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER -
2"x2"xl/8" ANGLE
w/(2)#12SMS-._
EACH LEG __1
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
__L 0
BEAM (2) #14x2" WOOD
��/m #12 SMS SCREW 18" D.C.
o
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CLOSE BOTTOM OF
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS
EACH SIDE OF BE��
#10SMSWITHI
OF BEAM & 24"
2x2xl/8" ANI
EA SIDE OF
w/(2)#12SN
EACH LEG E
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL*FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(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
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.
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
FASTEN GUTTER TO
FASCIAw/#14x2"
WOOD SCREW 18" D.C.
(2) #12 SMS
(2) #14x2"
WOOD SCREW
FASCIA (2"x6" MIN. EXISTING)
STRUCTURAL
GUTTER
-ALTERNATELY SEE PAGE 5
5052-H32 GUSSET
TABLE B-1
BEAM
SIZE
COL. TO
BEAM
QTYSMS/
SIDE OF COLa
BEAM TO
BEAM
OTY SMS/
FACE/SIDE
2x4
(5) #12
(9) #12
2x5
(5) #12
(9) #12
2x6
(7) #12
(9) #12
2x7
(10)#12
(10)#12
(12)#12
(14)#12
(14)#14
(14) #14
(16)#14
(15) #14
JSSET CONNECTION
CALE:NTS
.050" GUTTER STIFFNER
FASTEN TO FASIA w(2)
#l2x2" WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS �-_
-ALTERNATELY SEE PAGE 5 __v —
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE:NTS
(2) #12 SMS
baxlff' ANGLE wl(2) ��GIRT
#12 SMS EA LEG
_'� 0
SMB 0
0 J., 0
0 0
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8"x2')Q" ANGLE
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ 118"x2"xZ' ANGLE
w/(2) #12 SMS
INTO EA, MEMBER
(BEAM & PURLIN)
#14 WOOD SCREWS
'0 FASCIA 18" O.C.
GIRT
1/8l'x2"x4" STRAP
(2) #12 SMS INTO BEAM
STRUCTURAL GUTTER
(2) #12 SMS INTO GUTTER
SIDE VIEW
(2) GUTTER BRACES
EACH W/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
GIRT
1/8"x2"x4�'STRAP
GIRT
(2) #12 SMS INTO BEAM
(2) GUTTER BRACES
(2) #12 SMS INTO GUTTER
FASCIA
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
2x2xl/8' ANGLE wl(2)
o
#12 SMS EA. LEG
o
(2) #12 SMS
SMB
0 0
1/8"x2"x,f'STRAP
(2) #12 SMS INTO BEAM
GIRT
\
(2) #12 SMS INTO
STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE:NTS
(9)#lOx2"SN
1/8" PLATE ON 45'ANGLE
OR 1/8"x2"x2" ANGLE wl(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETE
FRAMING
DETAIL 1-2" CABLE CONNECTION
AT CORNER SCALE:NTS
40* MIN��\\ BRAIDED CABLE
1/8"STAINLESSS EEL
60* MAX. \le
(EBOLT FOR
�BLE TENSION
1/&'STAJNLESS STEEL
BRAIDED CABLE
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4" MIN. SLAB
WFOOTING 3/8" DIA x 3" EMBED'
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
3000 PSI CONC.
6x6-10xlO
40* MIN. WWM OR FIBERMESH
60* MAX.
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IN. SLAB
)OTING 1.5"x5.5" ALUM. STRAP
w/(2) 114!'DIA x 2-1/4"
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL 14' CABLE CONNECTION
AT FOUNDATION SCALE: NTS
3000 PSI CONC.
6x6-10xlO
WWM OR FIBERMESH
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DESIGN DATE: 05/25/2018
REVISION 1: DATE
PAGE:
4-
REVISION 2: DATE
SCALE: NTS
3/16" 5052-H32 GUSSET
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
1 114" (TYPICA��..
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ve
#14 SMS @ 1 1/4" O.C.
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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.
2"X2"XI/8" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR PLATE
GUSSET PLATE
PER E-SERIES
PURLIN
ANGLE
1" INTO EACH
DICATED BELOW
CORNERPOST
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES
M.M. 19 019119 1110
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
V X 2" O.B. FASTENED TO CORNER
POST W1 #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
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREW ANCHOR INTO
CONCRETE
6"
V", ________fiC0NC
21/4' M
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........... .... CHOR IBEDME
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...................
SIDE VIEW
CORNER K-BRACE DETAIL
SCALE: N.T.S.
(4) #14 X 3/4" SMS
INTO POST
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
7pi
CORNER POST W/ 1" X 2" @
BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
FRONT VIEW
DETAIL #2
CP-1 CORNER POST TO CONCRETE DETAIL
�b-4)
SCALE:NTS
CORNER POST EAVE RAIL
CORNER POST
3" x 2-"x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
1" x 2" O.B.
PATIO SECTION
(3) - #12 x 3/4" S.M.S.,
6" x 5" x 0.050"
COLUMN
EACH SIDE AS SHOWN
6063-T6 ALLOY PLATE
(1/2" MIN. PLATE EDGE
K-BRACE
R
(ONE SIDE) OR STRONGER
2 x 2 x 0.093
2 x 2x 0093
DISTANCE & C-C
BRACE �Yp.
BRACE (TYP.)
3" x 3" x 0.050" MIN., 6063-T6 ALLOY
FASTENER SPACING)
PLATE DR STRONGER (ONE SIDE) WITH
K-BRACE
(3) - #12 x 3/4" S.M.S. EACH SIDE AS
x 2 x 0.093
x 2 x 0 093
SHOWN (3/8" MIN. PLATE EDGE DISTANCE
C Yp
BRACE (TWY
E (T
2 x 3 x 0.070 CHAIR RAIL
& C-C FASTENER SPACING)
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K-BRACE
K-BRACE
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LATERAL "W'-BRACING
CONNECTION DETAILS
3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "IC' -BRACING
CONNECTION DETAILS
2 x 2 x 0.093
BRACE (TYP (11 TOTAL) - #12 x 3/4"
(11 T(
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "IV' -BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
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DESIGN DATE:
05/25/2018
REVISION 1: DATE
PAGE:
5
REVISION 2: DATE
SCALE: NTS