HomeMy WebLinkAboutCasey EngineeringDESIGN CRITERIA:
APPLI_CABLE_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. ACI318 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"x2"x0.044"
# 12 SCREWS 6' FROM ENDS & 24" CENTER TO CENTER.
2 x 3: 2"x3"x0.050"
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
2 x 4: 2"x4"x0.050"
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
2 x 5: 2"x5"x0.050"
(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"x2"x0.044"
WIND SPEEDS EXCEED 75 MPH PER FBC.
1 x 3: 1"x3"x0.045"
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"x2"x0.045"
INTERCHANGEABLY.
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
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"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2'k6"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"
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FLASHING
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Wi(2) #T i ill` S,11 S. PASIEN TO
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NOTE: IF PAVERS ARE
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NOTCH PROF!LE MAY VARY
0 PERMIT CORRECT # EMS
COLUMN PER PLAN
DETAIL 'E" - UPRIGHT TO BEAM
CONNECTION SCALE: N.T.S.
1/4"
UPRIGHTTOTY.
2X3_
2X4
2X5
DIA. TAPCON SCHEDULE
TAPCONI OTY. 912 SMS E/S
(1) 1/4" TAPCON/ (4) #12_
(2) 1/4" TAPCON/ (4) #12
(2) 1/4" TAPCON/ (4) #12
2X6_
(3) 1/4" TAPCON/ (6) #12_
2X7
(3) 1/4" TAPCON/ (6) #12
2X8
(4) 1/4 TAPCON/ (8) #12
2X9
2XIO
(4) 1/4' -IAPCON/ (8) #12
(5) 1/4" TAPCON/ (10) #12
SCHEDULE BASED ON 2-1/4' MIN.
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1;8"xZ"x2'x. ANGLE
°
5032 H-32 ANGLE
(2) - #:2 SMS INTO COLUMN
MASONRY ANCHOR EACH
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0 0 I
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2X4
(2) 3/8" TAPCON/ (4) #12
2X5
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2X6
(2) 3/8" TAPCON/ (6) #12
2X7
(2) 3/8" TAPCON/ (6) #12
2X8
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2X9
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SCHEDULE BASED ON 2-U4` MIN.
CONCRETE ANCHOR EMBEDMENT
SELF -MATING OR
SNAP SECTION TYP,
PER PLAN
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7-1/L" MIN- CONE.
�— ANCHOR EMBEDMENT
ZA MIN. ANCHOR SPACING
WHEN GREATER THAN 2,A
a UPRIGHT IS USED SEE
TAPCON SCHEDULE ABOVE
2-#12 SMS
i/C TAPCON XL (RED HEAD MFG. OR EOUAL)
2 @ Ix2 BASE
2 @ SLAB (BEYOND)
BASE PLATE ANCHORED
TO CONE vri VA' MASONRY
ANCHOR 6' MAX EACH SIDE
OF POST AND 2L' O.C. MAX
3000 PSI CONE. --- --
SLAB/ FTG
6x6-10,10'.4P1M FRONT VIEW
OR FIBERMEShi
DETAIL "B" - 2"W' OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
(2) #10x3 SMS INTO SCRErJ
BOSSES FOR EDGE `"EMBER
DETAIL "D" - ROOF BRACING
CONNECTION SCALE: N.T.S.
EDGE MEMBER
OR PURLIN
G 062 '6063 6 FLAT PLATE
(8) 0X31SMS MIN. 12
EDGE DISTANCE PLATE MAY BE
PAST _NED N7PRN4t-t Y TO BRAG_
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. _ R_ VARY PER L-'N °AGE 2
FASTEN TOP OF HEADER TO R
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.. "P IAT ION INTO R , BOSS 0-
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INTO SCREW BOSS OF HEADER
ALTERNATE HEADER CONNECTION
INHEN 7-BAR IS USED - FASTEN
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CORNER AND 18" O/C
ALTERNATE BASE PLATE CONNECTION!
ATTACH MEMBER TO BASE PLATE
tNTERNU vs/(2)ERN"L) r�l(2) #(Ox2" SMS
ATTACH BASE PLATE TO MEMBER
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DETAIL 'IF" - DOOR JAMB & HEADER
CONNECTION SCALE: N.T.S.
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(2) S (. RNAL
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-AVE RAIL EACH SIDE OF COLD!
DETAIL "G" - SLOPED PURLIN
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DESIGN DATE: 05/21/2020
REVISION 1: DATE
ALTERNATE DETAIL "G" SLOPED REVISION 2: DATE PAGE:
PURLIN CONNECTION SCALE: N.T.S. DRAWN BY: T_CP
SCALE: NTS
G:RT F.,SEN.D INTERNALLY AlEACH END
., ..E _ACH SCREW GROOVEFAST
TG "`-. ,., 2x2s.:25 ANGLE (2) #:2 SMS
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INTERNALLY 1(2) i2 EMS
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AM 8 (2) 12 S , 1NTG S RUCTUR GU- trc
SIDE VIEW
GIRT
=10 SMS 'N!T*!M 6"
0 EAM Cl 24" 0-C.
2,2,118" ANGLE
-A. SIDE OF
wi(2) #12 SMS
EACH LEG EACH S�DE
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: N.T.S.
S.:.N GUTTER TO
SC;A If #!Al2-
OO SCREW 18" O.C.
1 -2 SMS
(2) a,:.x2..
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NOTE r
INSTAL! 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,
MAINTAIN t%2" SEPARATION BETWEEN FASTENERS.
MAINTAIN 3B" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 318' OF BEAM JOINT.
FASTENER MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-I
TABLE B-I
BEAM
SIZE
CGl TO
d�Af
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_
BEAM TO
BEAM
OTY 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
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
050'G U T T __ „7!PFNER
(Z)
2'.0- SCREW
ASI EN TC G;, TER w(2)
a:2 SMS
GUTTER
GUTTER
WHEN BEAM 8
HIT ON CORNER -
FASTEN OUTSID^ OF
BEAM 8 BuRL"N
w/ '8`x2"x2 ANGLE
6 (A) #12 SMS EACH LEG
FASTEN NSOE CORNER
(BEAM OFURL - ')
vr! t8'x2 xt ,.,aGLE
nz)'12 SMs
INTO EA NIzMEER
(BEAM 8 PORLIidt
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S.
- (2) #G. WOOD SCREWS
(2) #i2 SMS INTO FA --CA
2:t2aI/8" ANGLE wH2} GIRT
:2 S"S _L. LEG
0 0
SMB —
8 AT YGL
OR
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PER!METE
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DETAIL 1-2" CABLE CONNECTION
AT CORNER SCALE: N.T.S.
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(2) 12 S.) INTO BEAM SIDE VIEW Aoo MiN.
f2) =12 S, INTO OUT, I ER 500 MAX.
GIRT ! (2) GUTTER BRACES
FASCIA EACH wl(2) #12 SMS
INTO GUT i ER 8 (2) #IA R. 2" A` MUd. SLAB
:HOOD SCREWS INTO FASCIA yr/FOOTNG 3/8" DIA r. 3" EMBED
CONC.SCREW ANCHOR
2x2x; l8` ANGLE AIM° - (TAPCON OR EQUAL)
=i2 SMS EA. LEG 4 __-
3000 PSI CONC.
6x6-IO:.'IO
AOD MIN- WVJM OR FIBERMESH
SMB 60I MAx , '_
178"x2"xL' STRAP
(2) #12 IS INTO BEAM GIRT -
(2 #!2 SMS INTO GUTTER STRUCTURAL GUTTER `
A" MIN. SLAB
TOP VIEW w/FOOTING L5'x5.5' ALUM. STRAP
vd(2) 1/4" DIA. x 2-I/A"
MASONRY ANCHOR
DETAIL "L" CORNER GUTTER
IT OR EQUAL)
CONNECTION SCALE: N.T.S.
DETAIL "I-1" CABLE CONNECTION
AT FOUNDATION SCALE: N.T.S.
3000 PSi CONC.
6x6-10a!O
! 4J`! OR FIBERMESH
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DESIGN DATE:
05/21/2020
REVISION 1:
DATE
REVISION 2:
DATE
PAGE:
DRAWN BY:
TCP
SCALE:
NTS
- - - - - - _ ---- -- — - ------ --
I
3/16" 5052-H32 GUSSET - - 1" X 2" O.B. FASTENED TO CORNER
#14 SMS @ 1 1/4" O.0 POST W/ #12 X 1 1/2" SMS AT 6" FROM
-- 2"X2" X 1/8" X 4" ANGLE
2" X PURLINS ATTACH TO - --�, --- - TOP &BOTTOM RAILS TYPICALLY @ 24" O.C.
PROVIDE #14 X 1" INTO EACH --
BEAM WITH MIN (4) #10 X 1 1/2" SMS 1/8" X 2" X 2" EXTRUDE ANGLE 5052
MEMBER AS INDICATED BELOW
PLACE WASHER UNDER SCREW -� - H-32 ALLOY EA CORNER W/ (2) #14 X 2"
IN GUSSET CORNER CORNER POST -SMS INTO POST & (1) 3/8" DIA
-
SCREW ANCHOR INTO
CONCRETE
0 0 0 6"
o
0 0 0 }
° (2) #10 X 1 1/2" SMS 1~ -
1 1/4" (TYPICAL) o tz THRU SCREW BOSSES z va MJv coNc
\ 5" NCHOR EMBEDMENT
5"
---X23� a''� � � SLAB/FOOTING
l NOTES: SEE PLAN L`_ _,`. ; (r} �— M
c
LL
NOTES: _ 1. CONNECTION DETAIL �_ 0 U C
AT EAVE RAIL SIMILAR SIDE VIEW_ U
1. GUSSET DIMENSION ARE MINIMUM (2) O _
REQ'D (1) EA SIDE OF BEAM - MAYBE UJ—I
INTERNAL OR EXTERNAL I cr)
2. AS BEAM SIZE CHANGES, ADD OR CORNER K-BRACE DETAIL uJ Q LL r
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING SCALE: N.T.S. ry
3. GUSSET LENGTHS REMAIN CONSTANT z
WIDTHS CHANGE TO MATCH BEAM SIZE. I —
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 PLATE
CORNER POST - EAVE RAIL
1"x2"O.B.
PATIO SECTION
3" x 3" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
(3) - #12 x 314" S.M.S. EACH SIDE AS
TOWN (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
2x2X0.033,
BkACE (TYP
K-BRACE
LATERAL "K"-BRACING
CONNECTION DETAILS
GUSSET PLATE
PER E-SERIES
PURLIN
M MrAli 44-1
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
CORNER POST
K-BRACE
2"x2x0.093
BRACE(TYF
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 —J
(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
FRONT VIEW
2"
CORNER POST W/ 1" X 2" @
4,—,.-/ BAC KSI D E
3/8" X LENGTH AS REQUIRED
FOR 2 114" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
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 2 x 2 x 0.093
BRACE (TYP.)
K-BRACE —
2 x 3 x 0.070 CHAIR RAIL
\ O A
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K-BRACE i o
—Q - —
O
2x2x0,093
BRACE (TYP.) (11 TOTAL) - #12 x 3/4"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "K"-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
COLUMN
i I
A 1 GIRT (CHAIR RAIL)
(2) 1/4" DIA. MACHINE _
BOLTS w/ WASHERS 3"x3" POST
(SEE PAGE-2
(2) 3/8" DIA. EXPANSION BOLTS FOR SIZE)
SEE NOTE # 1 THIS PAGE - FOR BOLT PLACEMENT
"x3''x0.145ANGLE
3000 PSI CONC. /
SLAB/FTG. FRONT VIEW
6x6-1Ox10 WWM
OR FIBERMESH
3"x3" POST CONNECTION DETAIL
SCALE: NTS
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
2'x2' FASTENED TO CARRIER
BEAM w/(2) # 10x1-1 /2' SMS INTO
SCREW BOSSES EACH END
0) CARRIER BEAM
\- I"x2' MEMBER
FOR SCREENING
VARIES
-HORIZONTAL BEAM
ON ITS SIDE
POST (IF REQUIRED)
_--- ------ -� Z' FOR SINGLE
2"x2'k0.125' HORIZONTAL BEAM
RECEIVING CHANNEL
OR At,IGLE EACH SIDE -- 4" FOR DOUBLE
HORIZONTAL
(6) # IOxO.75" SMS BEAM OR 4'k4"
EACH SIDE 6" FOR TRIPLE
HORIZONTAL
(12) # 1 Ox0.75"SMS BEAM OR 6X6
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
CARRIER BEAM TO POST DETAIL
SCALE: NTS
CARRIER BEAM
2"x2"xO.125'
RECEIVING CHANNEL
ROOF BEAM (SLOPED OR FLAT)
(NOTE USE SIMILAR DETAIL. FOR
NOTCHED UPRIGHT CONNECTION
TO CARRIER BEAM
1"XZ' MEMBER
FOR SCREENING 3/4"SMS SEE TABLE FOR SCREW
\ SIZE/ QUANTITY (TYP. EACH SIDE)
(2) ROWS OF 3/4" SMS SEE TABLE
# Ioxl-1 l2" SMS <;" 24" FOR SCREW SIZE/ QUANTITY
O.C. MAX CONNECTING --�
TO 1"x2" CARRIER BEAM NOTE: FOR DOUBLE OR TRIBLE CARRIER
# 1 Ox 1-1 /2' SMS 4 24" BEAM, OUTSIDE WEBS SHALL OVERLAP
O.C. MAX CONNECTING -- 4x4 POST OR NOTCH POST AS ABOVE
70 1'k2" POST FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: NTS
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE # 1 THIS PAGE
FOR BOLT PLACEMENT
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE # 1 THIS PAGE
FOR BOLT PLACEMENT
12) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
Z' FROM EDGE
2' FROM EDGE � ,7in �]
OF SLAB( FTG.
OF SLAB/ FTG. ---- —
3"x3" POST
TOP VIEW (SEE PAGE-2
FOR SIZE)
(2) 1/4" DIA. MACHINE BOLTS
w/ WASHERS (2 TOTAL PER
POST/SMB CONNECTION)
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE # 1 THIS PAGE -
FORBOLTPLACEMENT
2" FROM EDGi
OF SLAB/ FTG.
Z'x SMB
(SEE PAGE-2
FOR SIZE)
(2) 1/4" DIA. MACHINE
-' BOLTS w/ WASHERS
i
Z' FROM EDGE
OF SLAB/ FTG.
TOP VIEW
STITCH w/(2)
# 12x3/4" SMS
12" O.C.
- 2"x_ SMB
-(SEE PAGE-2
FOR SIZE)
r- 3"x3"x0.125" ANGLE
3000 PSI CONC.
SLAB/FTG.- FRONT VIEW
6x6-1Ox10 WWM
OR FIBERMESH
3"xX POST w/ 2x SMB CONNECTION
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.
3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN
2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
ROOF BEAM TO C.B. W/ REC. CHANNEL TABLE
BEAM
SIZE
2 x 4
2 x 5
QUANTITY/ SIZE
LEG TO BEAM E/S
(4) # 12 OR (2) # 16
(5) # 12 OR (3) # 16
QUANTITY(SIZE
TO BEAM. INTERNAL.
i
(8) # 12 OR (3) # 16
(10) # 12 OR (3) # 16
2 x 6
2 x 7
(5) # 12 OR (3) # 16
(6) # 14 OR (4) # 16
(10) # 12 OR (4) # 16
(12)#14OR(4)#16
2x8
(7) # 14 OR (4) # 16
(12)#14OR(6)1,16
2x9
2x10-(9)#14OR(6)#16
18) # 14 OR (5) # 16
(14) # 14 OR (6) # 16
(14) # 12 OR (7) # 16
(2) 1 /2" DIA. EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEMENT
(3) 1/4" DIA. MACHINE BOLTS_ -
w/ 3/4" DIA. WASHERS THRU POST
CARRIER BEAM & POST
TOP VIEW
on
CARRIER BEAM I O
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
POST
BEAM
(3) 1 /4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION DETAIL
SCALE: NTS
t — �
3-3/4" FROM EDCE 3-3/4" FROM EDGE
OF SLAB/ FTG.
OF SLAB( FTG.---------_-- �
-(3) 114" DIA. MACHINE
BOLTS w/ WASHERS
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC. 1'
(3) 1/4" DIA. MACHINE-
BOLTS w( WASHERS
I 2"
3-3/4" FROM EDC
1"
OF SLAB/ FTC.
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(3) 1/4" DIA. MACHINE TOP VIEW
BOLTS w/ WASHERS
4"x4" POST
(2) 1/2' DIA. EXPANSION (SEE PAGE-2 -COLUMN PER PLAN
BOLTS SEE NOTE #2 FOR SIZE)
THIS PAGE FOR BOLT (3) BOLTS Iw/ WASHERS
PLACEMENT i /8"x7'x2'x3-3/4"
2"x4'k0.125 ANGLE (LENGTH) ANGLE
ON
- (THRU BOTTOM
T M LEG (INTERNAL) U O
THRU BOTTOM LEG
I OF ANGLE INTO CONC. J O
., W QJ
- e>
ry
a OLL
3000 PSI CONC. —a---
sLA6/ FTG. FRONT VIEW 3000 PSI CONC. ° W � U Z U
6x6-1Ox10 WWM SLAB/ FTG.- FRONT VIEW W p
OR FIBERMESH 6x6-1Ox10 WWM O p W
OR FIBERMESH Z ¢ (n co J
4"x4" POST CONNECTION DETAIL 4X4 COLUMN ALT. BASE ATTACHMENT Q O Q M Q
SCALE: NTS DETAIL SCALE: NTS o_ U a
o °
c� a
DESIGN DATE: 05/21/2020
REVISION 1:
REVISION 2: PAGE:
DRAWN BY: TCP
SCALE: NTS