HomeMy WebLinkAboutEngineeringDESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS
1. THE 2017 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-10 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. AC1318 CONCRETE REFRENCE MANUAL.
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. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = C
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES =
43 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
34 PSF
VERTICAL PRESSURES ON SCREEN SURFACES =
12 PSF
VERTICAL PRESSURES ON SOLID SURFACES =
36 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = .88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB 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.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
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 PORTABLE 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. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
DRILL & EPDXY #5 X 8" REBAR INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) 48" O.C. TYP. ALL LOCATIONS
4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
NOTED.
ALUMINUM SPECIFICATIONS
ALUMINUM MEMBERS DIMENSIONS
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
HOLLOW SECTIONS
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
2 x 2: 2" x 2" x 0.050"
## 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
2 x 3: 2" x 3" x 0.050"
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
2 x 4: 2" x 4" x 0.050"
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
2 x 5: 2" x 5" x 0.050"
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
OPEN BACK SECTIONS
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
1 x 2: 1" x 2" x 0.044"
WIND SPEEDS EXCEED 75 MPH PER FBC.
1 x 3: 1" x 3" x 0.045"
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
SNAP SECTIONS
5. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED
2 x 2 SNAP: 2" x 2" x 0.045"
INTERCHANGEABLY.
2 x 3 SNAP: 2" x 3" x 0.050"
2 x 4 SNAP: 2" x 4" x 0.045"
FASTENER SPECIFICATIONS
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" 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" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE # 14 X 2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /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
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 2 x 4 SMB: 2"x4"x0.044"x0.100"
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.
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND ENSURE 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.
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.046" x 0. 100"
2x5SMB: 2"x5"x0.050"x0.116"
2 x 6 SMB: 2" x 6" x 0.050" x 0. 120"
2 x 7 SMB: 2" x 7" x 0.055" x 0. 120"
2x8SMB: 2"x8"x0.072"x0.224"
2 x 9 SMB: 2" x 9" x 0.072" x 0.224"
2x9(H) SMB: 2" x 9" x 0.082" x 0.306"
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
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SCALE: NTS
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BEAM QTY EACH SIDE/SIZE_
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2 x 4
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2 x 5
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2 x 6
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2 x 7
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2 x 8
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2 x 9
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2 x 10
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MA,NTAIN MIN, OF 5r8" SEPERATION
FROM EDGE OF BEAM SMS O.C. TYP.
NOTE- IF PAVERS ARE
PRESEMIT, CONCRETE
ANCHORS SHALL
PENETRATE INTO
FOOTING 2-11L" MIN.
(TYP.)
NOTE: WHEN FASTENING
TO WOOD USE I/[." GALL.
LAG SCREW IN LIEU OF
CONC. ANCHORS AND
ENSURE PENETRATION
MIN 2-11L" INTO
5 TRUCTURAL FRAMING
BPP E'TH (TYP_)
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COLUMN PER PLANS
DETAIL "E" - UPRIGHT TO BEAM
CONNECTION SCALE: N.T.S.
1/4' DIA. TAPCON SCHEDULE
UPRIGHT
QTY. TAPCON/ QTY. #12 SMS E/S
2X3
(1) 1/4" TAPCON/ (4) #12
2X4
(2) 1/4" TAPCON/ (4) #12
2X5
(2) 1/4" TAPCON/ (4) #12
2X6
(3) 1/4" TAPCON/ (6) #12
2X7
(3) 1/4" TAP_CON/ (6) #12
2X8
(4) 1/4" TAPCON/ (8) #12
2X9
(4) 1/4" TAPCON/ (8) #12
2X10
(5) 1/4" TAPCON/ (10) #12
SCHEDULE BASED ON 2-1/4` MIN.
CONCRETE ANCHOR EMBEDMENT
118'x2'x2'x ANGLE
5032 H-32 ANGLE
(2) 912 SMS INTO COLUMN
/L" MASONRY ANCHOR EACH
ANGLE EACH SDE COL
2 1/L° MIN. CONC.
ANCHOR EMBEDMENT
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3000 PSI CONC.
SLAB/ FTG.
6x6-i0xI0 WYlM
OR FIBERMESH
114' MASONRY ANCHOR
AT EACH ANGLE —
3/8" DIA. TAPCON SCHEDULE
UPRIGHT
QTY. TAPCON/ OTY. #12 SMS EIS
2X3
(1) 3/8" TAPCON/ (4) #12
2X4
(2) 3/8" TAPCON/ (4) #12
2X5
(2) 3/8" TAPCON/ (4) #12
2X6
(2) 3/8" TAPCON/ (6) #12
2X7
(2) 3/8" TAPCON/ (6) #12
2X8
(3) 3/8" TAPCON/ (6) #12
21 X9
(3) 3/8" TAPCON/ (6) #12
2XIO
(4) 3/8" TAPCON/3/8" TAPCON/ (8
(2) #I0x3" SMS INTO SCREW
BOSSES FOR EDGE MEMBER
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SELF -MATING OR I
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PER PLAN
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2-#12 SMS
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2 @ Ix2 BASE
2 @ SLAB (BEYOND)
1x2' BASE PLATE ANCHORED
TO CONC w/ i!L" MASONRY
ANCHOR 6" MAX EACH SIDE
• • n ° OF POST AND 24" O.C- MAX
3000 PSI CONC,
SLAB,' FTG.
6x6-IoxW WWM FRONT VIEW
OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
ALUMINUM NUM INTERNAL Rr A OR EXTERNAL
RECEIVING CHANNEL v!( ) 10 .
INTO GIRT OR PURLIN 8 (2) L _
INTO BEAM OR UPRIGHT 0,062 ' [NGL
CLIPS MAYBE LStJ
(L) #10x2' SMS INTO
SCREWBOSSES
0.0625" 6063 6 FLAT PLATE
W1(8) #IOx3IL" SMS, MIN. 1!2"
EDGE DISTANCE, PLATE MAY BE i
FASTE(ED INTERNALLY TO BRACE PURLIN
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SELF MATING,OR HOLLOW CI
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: N.T.S.
'ALL MEMBERS PER PLAN PAGE 2 2'x2"x.063" - DIM. TO MATCH FURLIN
+EMBERS VARY PER PLAN PAGE 2 SIZE RECEIVINGCHANNEL
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MEMBER - TYP. BOTH SIDES
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ATTACH MEMBER TO BASE PLATE
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DETAIL "F" - DOOR JAMB 81 HEADER
CONNECTION SCALE: N.T.S.
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REVISION 1:
DATE
REVISION 2:
DATE
PAGE:
DRAWN BY:
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SCALE:
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FASCIA {2"xb" FtIN. EXISTING) b2x1i8" ANGLE ea(2) GIRT ( ( i�
#12 SMS EA, LEG
STRUCTURAL
GUTTER ° ° O
o o
DETAIL "I-2" CABLE CONNECTION z
TOP VIEW SMB ° _
AT CORNER SCALE: N.T.S.
DETAIL "H" BEAM TO GUTTER W
CONNECTION SCALE: N.T.S. ° ° GIRT
o ° i, � O
lf8" STAINLESS STEEL 3000 PSI CONC. CL
118"x2"xL" STRAP STRUCTURAL GUTTER BRAIDED CABLE 6x6-IOxIO
rF (2) #12 SMS (NTO BEAM SIDE VIEW - LOO MIN. WWM OR FIBERMESH
_ 60= MAX
(2) #12 SMS INTO GUTTER
o o o1 o o f
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ol
\\ o `F GIRT ' (2) GUTTER BRACES L
0
EACH wl(2) #12 SMS
FASCIA
\\o o r INTO GUTTER 8 t2) #IL X 2" L" MIN- SLAE U
\\ o 0 0 ""'5052-H32 GUSSET WOOD SCREWS INTO FASCIA w/FOOTING 318" DIA x 3" EMBED
\ F INTERNAL OR EXTERNAL CONC.SCREW ANCHOR
\\° 8" INTO EA. SIDE TYP. 2x2MI8" ANGLE •./(2) ° (TAPCON OR EOU40 J U)
(2XIOSMB ILLUSTRATED) #12 SMS EA. LEG —)
m
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-I
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAfNTAN 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 5/8' OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER OUANTITY PER TABLE B-1
TABLE B-I
aEAM
SIZE
CCL TO
BEAM
Q' Y SMS/
SIDE OF COL
'BEAM TO
'BEAM
CITY SMSI
FACE/SIDE
2 x 4
(5) #12
(9) #12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2 x 7
(10) #12
(10) #12
2 x 8
(12) #12
(14) #12
2 x 9
(14) #14
(14) #14
2 x 10
(16) #14
(15) #14
3000 PSI CONIC
bx6-IOx'o
Z
W100
Z
O
4G0 MIN.
60E MAX. WWM OR FIBERMESH
W
J
/�
F- LL
SMB
V
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Q
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0 s`
Q
U 8'x2"xA' STRAP
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W
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m
(2) #12 SMS INTO BEAM GIRT
STRUCTURA! GUT,
d
0
G J
(2) 912 SMS INTO GUTTER
Q
O
»" MIN. SLAB
Z W
.r a -
TOP VIEW
w/FOOTING 5"x5.5" ALUM. STRAP
O
w1(2) i1W DIA. x 2-1!:."
O
af
MASONRY ANCHOR
C.)
CL
DETAIL "L" CORNER GUTTER
(TAPCON OR EQUAL)
DESIGN DATE:
09/09/2020
CONNECTION SCALE: N.T.S.
DETAIL "I -I" CABLE CONNECTION REVISION 1: DATE
DETAIL "K" GUSSET CONNECTION AT FOUNDATION SCALE: N.T.S. REVISION 2: DATE PAGE:
SCALE: N.T.S. DRAWN BY: TCP
SCALE: NTS
3/16" 5052-H32 GUSSET
#14 SMS @ 1 1/4" O.C.
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
/ o 0 0
0
0 0 0
0
1 114" (TYPICAL) 00
51a"
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
2318
5"' a
NOTES:
1. 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.
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
SHOWN (318" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
x2x0.0
DACE (TYP.)
K-BRACE
LATERAL "K"-BRACING
CONNECTION DETAILS
1" X 2" O.B. FASTENED TO CORNER
POST W/ #12 X 1 1/2" SMS AT 6" FROM
'ANGLE TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
1" INTO EACH 1/8" X 2" X 2" EXTRUDE ANGLE 5052
DICATED BELOW CONCRETE SCREW ANCNCHOROR
INTO
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
CORNER POST- SMS INTO POST & (1)
CONCRETE
1� 6" I'll I —
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES 2 7/4M " 4 CONC
�ANCHOR Ejpv�1tBEDMENT
;:-1.
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR SIDE VIEW
GUSSET PLATE
PER &SERIES SELF MATING
BEAM
PURLIN
DETAIL #2
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
CORNER POST
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
Fill �iM3U�1
2" -{
CORNER POST W/ 1" X 2" @
h - BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
CP-1 CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NTS
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di
cm
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(ri ~ I� Cr)
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r'li
6" x 5" x 0.050" COLUMN Ly-
(3) - #12 x 3/4" S.M.S., U
EACH SIDE AS SHOWN 60DE) ALLOY PLATE
(1/2" MIN. PLATE EDGE K-BRACE (ONE SIDE) OR STRONGER 2 x 2 x 0.093 (� _
DISTANCE & C-C BRACE (TYP.) D
FASTENER SPACING) K-BRACE Z III
Z
x2x0.093 W O
BRACE (TYP. W
2 x 3 x 0.070 CHAIR RAIL u-
p1 p ®--p CO i-
1 -1 p w > f-
p l p p p 1 p GIRT (CHAIR RAIL) W <( Z U
1 W o
K-BRACE m 75
--- - ----a ® Z 4
p p p, J I Q NT
U 0 <
h d J Q.
z O
2 x 2 x 0.093
318" 0 CONCRETE ANCHOR (2 PLATES) d
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE BRACE (TYP.) . A TOTAL) - 2 x 3/4"
SCREWS FOR CORNER COLUMN S.M.S. E (1
SHOWN (1/2" MIN. DESIGN DATE: 09/09/2020
PLATE EDGE DISTANCE & REVISION 1: DATE
LATERAL "K"-BRACING C-C FASTENER SPACING)
LATERAL "K"-BRACING REVISION 2: DATE PAGE :
CONNECTION DETAILS CONNECTION DETAILS
DRAWN BY: TCP
SCALE: NTS
(3) 1/4" DIA. MACHINE BOLTS
wl 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
Up CARRIER BEAM
VARIES /
POST
NOTE: FOR DOUBLE OR TRIPLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4x4 POST OR NOTCH POST AS ABOVE
FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
2" x7' FASTENED TO CARRIER
IL
BEAM w/(2) # 10xl-1 /7' SMS INTO
SCREW BOSSES EACH END
4 L I
1"x7' MEMBER
(2) 2"x_ SMB
FOR SCREENING
(SEE PAGE 2
FOR SIZE)
HORIZONTAL BEAM
# 14x1 SMS 17' O.C.
ON ITS SIDE
STAGERED ROWS
(IF REQUIRED)
— 2"xZ'x0.125" i
2" FOR SINGLE
RECEIVING CHANNEL
HORIZONTAL BEAM
OR ANGLE EACH SIDE
4" FOR DOUBLE
HORIZONTAL
(6) # 1Ox0.75" SMS
BEAM OR 4'h4"
EACH SIDE
6' FOR TRIPLE
HORIZONTAL
BEAM OR 6X6
112) # 1 OxO.7S' SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
CARRIER BEAM TO POST DETAIL
SCALE: NTS
CARRIER. BEAM
1"x7' MEMBER 0
FOR SCREENING-� ° 0
# 1 Oxl -1 /2' SMS 9- 24"
O.C. MAX CONNECTING
TO Yx2"CARRIER BEAM
# IOxI -l /T SMS a 24"
O.C. MAX CONNECTING -
TO 1"x2" POST
2"x2'x0.125' ANGLE
EACH SIDE TYP.
ROOF BEAM (SLOPED OR FLAT)
(NOTE USE SIMILAR DETAIL FOR
NOTCHED UPRIGHT CONNECTION
TO CARRIER BEAM
.�- 3/4" SMS SEE TABLE FOR
QUANTITY (TYP. EACH SIDE)
3/4- SMS SEE TABLE FOR
QUANTITY (TYP. EACH SIDE)
NOTE: FOR DOUBLE OR TRIBLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4x4 POST OR NOTCH POST AS ABOVE
FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: NTS
ROOF BEAM TO C.B. W/
1 /8" ANGLE TABLE
BEAM
SIZE
QUANTITY/ SIZE EA.
LEG TO BEAM
2 x 4
(4) # 12 OR (2) # 16
2 x 5
(5) # 12 OR (3) # 16
2 x 6
(5) # 12 OR (3) # 16
2 x 7
(6) # 14 OR (4) # 16
2x8
(7) #14OR(4) # 16
2 x 9
(8) # 14 OR (5) # 16
2 x 10
(9) # 14 OR (6) # 16
N
'O
(3) 1/4" DIA. MACHINE BOLTS— �" a
w/ 3/4" DIA. WASHERS THRU POST' U`
CARRIER BEAM & POST -
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
TOP VIEW
CARRIER BEAM
O
CARRIER BEAM 0 t
/ CARRIER (BEAM & POST
A. MACHINE BO wl 3/4" DIA. WASHERS US
0 I f
(3) 1/4" DIA. MACHINE BOLTS POST
wl 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION DETAIL
SCALE: NTS
(4) 3/97c4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC. 1" (6) 3/8"x5" TAPCON
THRU BOTTOM LEG (6) 3/8" xS' TAPCON
(3) 1/4" DIA. MACHINE -,-}- OF ANGLE INTO CONC. _ _[ 1 THRU BOTTOM LEG
BOLTS w/ WASHERS 1 2. OF ANGLE INTO CONC.
I i
(4) 1/4" DIA. MACHINE 4" (4) 1/4" DIA. MACHINE (D I j
3-3/4" FROM EDG 1., BOLTS w/ WASHERS BOLTS w/ WASHERS I i
OF SLAB/ FTG.
3-3/4" FROM EDG i" 3-3/4" FROM EDGE
TOP VIEW OF SLAB/ OF SLAB/ FTG. OF SL AB/ FTG. FROM EDG OF SLAB (TYP.)
--t
COLUMN PER PLAN TOP VIEW TOP VIEW
(3) 1/4" DIA. MACHINE 6X6 POST 6X6 POST
PER PLAN / PER PLAN
BOLTS w/ WASHERS
(4) 1/4" DIA. MACHINE (4) 1/4" DIA. MACHINE
1/9xn2'x3-3/4" BOLTS w/ WASHERS BOLTS w/ WASHERS
(LENGTH) ANGLE 1/8"xn7'x5-3/4"
(4) 3/8"x4" TAPCON (INTERNAL) i (LENGTH) ANGLE
THRU BOTTOM LEG (6J 3/8"x5" TAPCON i (INTERNAL) (3) 1 /2' DIA. EXPANSION I I 7'x6'x0.125 ANGLE
OF ANGLE INTO CONC. �� c THRU BOTTOM LEG I I BOLTS SEE NOTE #2 j
OF ANGLE INTO CONC. I THIS PAGE FOR BOLT i I
I PLACEMENT
3000 PSI CONC. • ° f� • , 3000 PSI CONC.
SLAB/FTG. ° SLAB/FTG.
6x6-1Ox10 WWM 6x6-1Ox10 WWM
OR FIBERMESH FRONT VIEW OR FIBERMESH
4X4 COLUMN ALT. BASE ATTACHMENT
DETAIL SCALE: NTS
NOTES:
1. 3x3 POST TO HAVE 3/8" RED HEAD - 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. 4x4 POST TO HAVE 1 /2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM
3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.
FRONT VIEW
6"x6' POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
3000 PSI CONC.
SLAB/ FTG. °
6x6-1Ox10 WWM
OR FIBERMESH FRONT VIEW
6"x6" POST CONNECTION DETAIL
SCALE: N.T.S.
3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/7' FOR PAVER THICKNESS MORE THAN
2-1/7' SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.