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 1
,j 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 & 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
,'I
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:
1. PORTLAND CEMENT TYPE 1 - ASTM C 150
11. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
111. 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
11. 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: SCANNW
Eff
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS st r,
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 #10XI-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 190b.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:
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.
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.
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.
LEGEND: (ALL MAY NOT APPIL
SCR = SCREEN
KP KICK PLATE
__PW PIC�17UREWNDOW
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"x0.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "xZ'0. 044"
1 x 3: 1 "xT'0. 044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"4.050"
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.l 00"
2 x 5 SMB: 2"x5"x0.050"x0.1 00"
2 x 6 SMB: 2"x6"x0.050"x0.1 20"
2 x 7 SM B: 2"x7x0.057x0. 120"
2 x 8 S M B: 2"ff'xO. 072"xO. 124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SM B: 2"xl 0"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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*HORIZONTAL OR SLOPED CD
VxZ' FASTEN TO COL. (INTERNAL)
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EAVE RAILS ABOVE W/ #IOXI-1/2" SMS BOSSES FOR EDGE MEMBER 0�
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TABLE D
BEAM CITY EACH SIDEISIZE
2x3
4/12
2x4
8/10
2x5
8/10
2x6
10/10
2x7
12/10
2x8
8/14
2x9
9114
2x10
9/14
0 0
ALUMINUM INTERNAL OR EXTERNAL
0
EDGE MEMBER 0 0
RECEIVING CHANNEL w/(4) #11
Uj
OR PURLIN 0 0
INTO GIRT OR PURLIN & (2) #14x75"
o
INTO BEAM OR UPRIGHT 0.062 ANGLE
0
BEAM PER PLAN
CLIPS MAYB E USED
L
NOTCHED TO RECI
COLUMN WITHIN
(2) #1 OX2"
INTO BEAM EDGE MEMBE R
c14
OR PURLIN
PURLIN
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MEMBER
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SMS, (EACH SIDE)
BEAM
BF E
— -- ---------
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QTY PER TABLE D
0.0625" 601 FLAT PLATE
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----------- w/(8) #1104/4" SMS, MIN. 112"
INSTALL BRACI�,� I EDGE DISTANCE, PLATE MAY BE
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(4)#10 'SMSINTO co F_:
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
TO CORNER FASTENED INTERNALLY TO BRACE
1 SCREW BOSSES (D.Z E
UPRIGHT, BEAM -SNAP,
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NOTE: WHERE PAVERS ARE PRESENT USE 5/16" *MEMBERS VARY PER PLAN (2) #12 SMS INTERNAL TO EAVE
TAPCON XL (RED HEAD MFG.) MASONRY -- -------------------------- -- -------- RAIL (3) #12 EACH SIDE INTO PURLIN
CONCRETE FOOTING 2-1/4" (MIN.) cv)
S_� --------- ----------- Lo co
ANCHORS TO PENETRATE UNDERLYING IY- co cq
-ALTERNATELY 5" x 1/4" QUICKSETS 2-1/4" EMBEDMENT - ------------------ 0 0 ;T 0 Ce)
�NTERS�ECTING o
FASTEN TOP OF HEADER TO I _j
MEMBER W/(2) #10 SMS w/1" o LL co
PENETRATION INTO SCREW BOSS OF EAVE RAJ L - SEE P
SELF -MATING OR MEMBER - TYP. BOTH SIDES
1/8"x2"x2 ANGLE SNA I P SECTION TYP. 1x2 OPEN BACK
5032 H-3'2'xANGLE PER PLAN EXTRUSION UPRIGHT
2-#12SMSINTOCOLUMN 11"&' O.B. BASE PLATE-TYP. DOOR JAMB
PER PLAN
1/4" MASONRY ANCHOR EACH (2) #1104" SMS THRU 1x2 INTO
ANGLE - EACH SIDE COL. 2-1/4" MIN. CONC. EAVE RAIL EACH SIDE OF COLUMN
ANCHOR EMBEDMENT
------------ ------------
-------------- w
2" MIN. INCREASE DISTANCE
WHEN GREATER THAN 2x4 -----------
MIN 4" SLAB 3000 PSI -__, \ - \ \ \ \ IL4111 0
CONC.w/FIBERMESH UPRIGHT IS USED
... V,V ......
FASTEN HEADER w/(2) #10x3"
',,,,<NTO SCREW BOSS OF HEADER
DETAIL 11G" - SLOPED PURLIN
CONNECTION SCAI E: NITS
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED - FASTEN
CONC. F SIDE VIEW Z-BAR TO COL/HEADER AT EACH
lilt
CORNER AND 18" O/C 1-1/2"x 1/16" PLATE
(12) #12xl" SM� (TOP OR BOTTOM)
@ V SPACING
1/4 .'MASONRY ANCHOR
0
AT EACH ANGLE __TI _1j1__1I 2 - #12 SMS 2"xZ' EDGE BEAM
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL) (INTERNAL) w1(2) #1 Ox2- SMS
2 @ W BASE z z
2 @ SLAB (BEYOND) w 0
ATTACH BASE PLATE TO MEMBER (2)#10x3"SMS w 0)
INTO SCREW BOSSES _j
w/(2) #1 0x3" SMS INTO SCREW _j LL
CONNECTING EDGE
BOSS OF BASE PLATE C)
BEAM TO PURLIN
1 N2" FASTENED TO COLUMN LL, 0
1"x2" BASE PLATE ANCHORED it 11 w/(2) #10xl-1/2" SMS INTO
11 11 cn 0 3:
0 CONG w/ 1/4" MASONRY E
SCREW BOSS S FOR SMB w
CHOR 6" MAX EACH SIDE OR SNAP COLUMN z
AN
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w z C.)
OF POST AND
24" D.C. MAX W
0 z
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VxZ' SNAP w _j
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FRONT VIEW % % % %
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COLUMN PER PLAN z
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DETAIL "B" - 2"x4" TO 2'W" SELF MATING 0 IL
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN I OF DESIGN DATE: 5/21/2018
UPRIGHT TO DECK DETAILS SCALE:NTS COLUMN 1-1/2" PENETRATION INTO UNDERLYING FOOTING ALTERNATE DETAIL "G" SLOPED REVISION 1: 05/23/2018 PAGE:
DETAIL 'T" - DOORJAMB & HEADER PURLIN CONNECTION SCALE: NTS REVISION 2: DATE
CONNECTION SCALE:NTs
SCALE: NTS 3
GIRT FASTENED INTERNALLY AT EACH END
w/ #1 Oxl.5" EACH SCREW GROOVE. FASTEN
TO BEAM wl 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) #12 SMS-�_
EACH LEG
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
___lL 0 9—
BEAM (2) #142" WOOD
L��lm #12 SMS �� V�I_SCREW 18" O.C.
0
0
F
CLOSE BOTTOM 0 o o
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN W/(2) #12 SMS
EACH SIDE OF BEI�
#10 SMS WITHI
OF BEAM & 24"
2x2xl/8" AN(
EA. SIDE OF
W/(2) #12 SN
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" O.C.
(2) #12 SMS
(2)#l4x2"
WOOD SCREW
FASCIA (2"x6" MIN. EXISTING)
STRUCTURAL
GUTTER
—ALTERNATELY SEE PAGE 5
5052-1-132 GUSSET
TABLE B-1
BEAM
SIZE
COL. TO
BEAM
QTY SIMS/
SIDE OF COL.
BEAM TO
BEAM
QTY SMS/
FACE/SIDE
2x4
(5) #12
(9) #12
2x5
(5) #12
(9) #12
2x6
(7) #12
(9) #12
2x7
(10) #12
(10) #12
x 8
(12) #12
(14) #12
2X9
F2
(14) #14
(14) #14
2 x10
(16) #14
(15) #14
IDETAIL "K" GUSSET CONNECTION
SCALE:NTS
.050" GUTTER STIFFNER
FASTEN TO FASIA %?v(2)
#12x2" WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS z--
-ALTERNATELY SEE PAGE 5 __v —
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE:NTS
(2) #12 SMS
2x2xl/8" ANGLE W/(2) GIRT
#12 SMS EA. LEG "_�\
0 0
SMB
1/8"&'x4" STRAP BEAM
(2) #12 SMS I MTO
(2) #12 SMS INTO GUTTER
GIRT
1/9'4"x4" STRAP
(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
2x2xl/81' ANGLE w/(2)
#12SMSEA.LEG I
SMB
1/8"xTW" STRAP
(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
o
0
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8"xZW" ANGLE
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
wl 1/8"4"4" ANGLE
w/(2) #12 SMS
INTO EA MEMBER
(BEAM & PURLIN)
#14 WOOD SCREWS
"0 FASCIA 18" D.C.
GIRT
- STRUCTURAL GUTTER
SIDE VIEW (2) GUTTER BRACES
EACH W/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
GIRT (2) GUTTER BRACES
EACH W/(2) #12 SMS
FASCIA INTO GUTTER & (2) #14
� ji WOOD SCREWS INTO FASCIA
GIRT
(2) #12 SMS
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE:NTS
GUTTER
(9) #10x2" SIV
1/8" PLATE ON 45* ANGLE
OR 1/8"xZW" ANGLE wl(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETE
FRAMING
DETAIL 1-2" CABLE CONNECTION
AT CORNER SCALE:NTS
1/8" STAINLESS STEEL
40* M[�N BRAIDED CABLE
6 A
0* MAX.
YEBOLT FOR
ABLETENSION
10STAINLESS STEEL
BRAIDED CABLE
................. .......
............. .....
4" MIN. S�LAB
IIN_
wIFOOTING 3/8" DIA x 3" EMBED
CONG. SCREW ANCHOR
(TAPCON OR EQUAL)
0�0 PS CONG.
0
40- MIN�\ WWM OR FIBERMESH
60* MAX. \ 36X loxl'
"I - "I ...........
................ \ 0
...............
O�, ...... )
............
........ . .
........... .
.............
. ...........
4" MIN. SLAB
WFOOTING 1.5"x5.5" ALUM. STRAP
wl(2) 1/4" DIA x 2-1/4"
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL 1-1" CABLE CONNECTION
AT FOUNDATION SCALE: NTS
3000 PSI CONC.
6x6-lOxlO
WWMORFIBERMESH-
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DESIGN DATE: 5/21/2018
REVISION 1: 05/23/2018 PAGE:
REVISION 2: DATE
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1�
C)
3/16" 5052-H32 GUSSET V X 2" O.B. FASTENED TO CORNER
#14 SMS 1 1/4" O.C. POST W/ #12 X 1 1/2" SMS AT 6" FROM
2" X PURLINS ATTACH TO 2")(2" X 1/8" X 4" ANGLE TOP & BOTTOM RAILS TYPICALLY @ 24" O.C. uj
BEAM WITH MIN (4) #10 X 1 1/2" SMS PROVIDE #14 X 1" INTO EACH 1/8" X 2" X 2" EXTRUDE ANGLE 5052
PLACE WASHER UNDER SCREW MEMBER AS INDICATED BELOW
H-32 ALLOY EA CORNER W1 (2) #14 X 2" 0
IN GUSSET CORNER CORNER POST—\ SMS INTO POST & (1) 3/8" DIA E2
CONCRETE SCREW ANCHOR INTO Q
o CONCRETE
0
o o 6 kn
0 0 uj
o MS
(2) #10 X 1 1/2" S
0 THRU SCREW BOSSES
1 1/4" (TYPICAL) 2 14�-MCONC ja- Q
EYBEDMEN
rr-n % %
1 1 1 1 .................. %
)OTING co
SLAB/F( r1l
00
NOTES: SEE PLAN .......
cy)
NOTES: Ce)
1. CONNECTION DETAIL (y)
_c AT EAVE RAIL SIMILAR SIDE VIEW Z Z < E LL
1. GUSSET DIMENSION ARE MINIMUM (2) c
REQ'D (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. As BEAM SIZE CHANGES, ADD OR CORNER K-BRACE DETAIL C) cj
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING SCALE: N.T.S. W 0 co 7--
3. GUSSET LENGTHS REMAIN CONSTANT _j 0) 0)
WIDTHS CHANGE TO MATCH BEAM SIZE. LIJ Ll__ Lo - S
2"X2"Xl/8" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBERAS NDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
I
EXTERIOR PLATE
CORNER POST
EAVE 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
o'
SHOWN (318" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
2 0.0
�
x
ACE (TYP.
LATERAL "W'-BRACING
CONNECTION DETAILS
K-BRACE
GUSSET PLATE
PER E-SERIES
PURLIN
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)
SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
DETAIL #2
CORNER POST
K-BRACE
x 2 x 0.093
P.
BRACE (TY
0
, 0 0
0
o
0 i
,,,1 3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "IV' -BRACING
CONNECTION DETAILS
(4) #14 X 3/4" SMS
INTO POST
1 " X 2" BASE PLATE
ANCHORED TO CONC Wl 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 114" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
..........
w
.....................
1 /CORN ER POST W/ 1 " X 2" @
A— BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
(CP-1 CORNER POST TO CONCRETE DETAIL
� �4 SCALE:NTS
6" x 5" x 0.050" COLUMN
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER 2 x 2 x 0.093
BRACE (TYP.)
K-BRACE
2 x 3 x 0.070 CHAIR RAIL
0 0
0
0
0 0 0 GIRT (CHAIR RAIL)
K-BRACE 0
2 x 2 x 0.093
(11 TOTAL) - #12 x 3/4"
BRACE (TYP
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "IV' -BRACING C-C FASTENER SPACING)
CONNECTION DETAILS