HomeMy WebLinkAboutConstruction PlansDESIGN 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. 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: B
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = B
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES =
31 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
32 PSF
VERTICAL. PRESSURES ON SCREEN SURFACES =
9 PSF
VERTICAL PRESSURES ON SOLID SURFACES =
25 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 I - 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 Al85
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) 4$" O.C. TYP. ALL LOCATIONS
4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH I" 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
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
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.
5. 1 "X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
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.
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.050"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.044"
1 x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 SNAP: 2" x 2" x 0.045'
2 x 3 SNAP: 2" x 3" x 0.050'
2 x 4 SNAP: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SM B: 2" x 4" x 0.046" x 0. 100"
2 x 5 SMB: 2" x 5" x 0.050" x 0. 116"
2 x 6 SMB: 2" x 6" x 0.050" x 0. 120"
2 x 7 S MB: 2" x 7" x 0.055" x 0. 120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
2 x 9 SMB: 2" x 9" x 0.072" x 0.224'
2 x 9(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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THESE PLANS WERE PREPARED BASED ON THE PREMISE THAT THE EXISTING STRUCTURE
WAS DESIGNED BY A PROPERLY LICENSED PROFESSIONAL ENGINEER OF THE STATE OF
FLORIDA, WAS PERMITTED BY THE APPROPRIATE PERMITTING AGENCY, WAS
CONSTRUCTED BY A FLORIDA LICENSED CONTRACTOR AT THE TIME OF CONSTRUCTION,
HAS NOT BEEN SUBJECT TO DAMAGE BY A MAJOR EVENT, AND HAS BEEN CERTIFIED
BY THE CONTRACTOR THAT THE EXISTING STRUCTURE CURRENTLY SHOWS NO DEVIATIONS
OR DEFECTS FROM THE STATE OF THE STRUCTURE AS PERMITTED BY THE FINAL INSPECTION
OF THE PERMITTING AGENCY. ALSO, THE OWNER AND ALL PARTIES CONCERNED WILL
INDEMNIFY FLORIDA ENGINEERING LLC FROM ANY DAMAGES OR CHANGES TO THE
EXISTING STRUCTURE AS A RESULT OF ANY MODIFICATION OR FOR ANY OTHER REASON.
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NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM.
O O O IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE # 14x4" S.M.S. W/ 1-1/4" O FENDER
WASHER AND NEOPRENE GASKET @ 12' O.C.
s (3) PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-1/2' BEARING LEG.
HOST STRUCTURE 1 /4" O x 2-1/2" LONG WOOD LAG SCREW OR
MASONRY OR WOOD 1/4" O x 2-1/4' LONG MASONRY ANCHORS
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
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ENTIRE LENGTH OF RECEIVING CHANNEL
ROOF PANEL ATTACHMENT - WOOD FRAME
3" X 2" X .050" MIN.
(SEE PLAN)
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SCALE: N.T.S.
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ROOF PANEL TO CARRIER BEAM
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CONNECTION SCALE: N.T.S.
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ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #IOx.75"
INTO GIRT OR PURLIN & (2) # 14x.75"
4 #1 Oxl-1/2' SMS INTO INTO BEAM OR UPRIGHT 0.062 ANGLE
() CLIPS MAYBE USED
SCREW BOSSES
PURLIN
MEMBER
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
1 /8'k2k2k ANGLE SELF -MATING OR
5032 H-32 ANGLE SNAP SECTION TYP.
(2) - #12 SMS INTO COLUMN
1 /4" MASONRY ANCHOR EACH 1'k2' O.B. BASE PLATE-TYP.
ANGLE - EACH SIDE COL. o 0
0 0 1-1/4" MIN. CONC.
� ANCHOR EMBEDMENT
2-1/4" MIN. CONC.
ANCHOR EMBEDMENT `
SECONDARY ANGLE
a� a
3000 PSI CONC.
SLAB/FTG.
6x6-10x10 WWM
OR FIBERMESH
1 /4" MASONRY ANCHOR
AT EACH ANGLE
2-1/4" MIN. CONC.
ANCHOR EMBEDMENT
SECONDARY ANGLE
SIDE VIEW
2' MIN. INCREASE DISTANCE
WHEN GREATER THAN 2x4
UPRIGHT IS USED
(2) - # 12 SMS
1 /4' TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ 1 x2 BASE
2 @ SLAB (BEYOND)
°
,__ 1"x2' BASE PLATE ANCHORED
o
°
n
TO CONC w/ 1 /4" MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
1-1 /4" CONC. EMBEDMENT TYP.
6" °
NOTE
3000 PSI CONC. WHERE PAVERS ARE PRESENT USE 5/16"
SLAB/ FTG. TAPCON XL (RED HEAD MFG.) MASONRY
6x6-1Ox10 WWM FRONT VIEW ANCHORS TO PENETRATE UNDERLYING
OR FIBERMESH CONCRETE FOOTING 2-1/4" (MIN.)
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
ANCHORING UPRIGHT TO FOUNDATION NOTES:
1.- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4" MIN. (TYP.)
2.- WHEN FASTENING TO WOOD USE 1 /4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE
2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.)
3.- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/ (4) #10 SMS (INTERNAL),2' MIN.
INTO SCREW BOSS OF INTERSECTING MEMBER
3X2 EDGE BEAM
2'50K&kl/8" ANGLE W/
II II
(2) # 10 x 3/4" SMS INTO EDGE BEAM
(2) # 10 x 3/4" SMS INTO POST
II II
(NO ANGLE REQUIRED UNLESS EDGE
CENTRAL COLUMN
SIZE PER PLAN
II ii
II II
BEAM SPLICED OR CORNER ATTACHMENT)
CORNER COLUMN
II II
SIZE PER PLAN
C
2"X2"Xl/8" ANGLE CUTTO FIT
W/ (3) #12x.75" EACH LEG
EACH SIDE OF UPRIGHTTYP.
SEE UPRIGHTTO DECK
CONNECTION DETAIL
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
#14x4" S.M.S. w/ 1-1/4" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12" O.C.
•• E
�2"X2"Xl/8"ANGLE
#14x4"S.M.S. w/1-1/4"0 FENDER WASHER
CUT TO FIT
AND NEO-PRENE GASKET @ 24" O.C.
w/#12x.75" @ 1" SPACING MAX.
(4) PER LEG (MIN.) EACH SIDE TYP.
FOR NON -LOAD BEARING WALLS
ALTERNATELY CLIPS MAYBE USED
1/4" DIA. TAPCON 6" FROM ENDS
PRIMARY UPRIGHT PER PLAN
SIDE WALL UPRIGHT 24" 0,C. MAX 1-1/4" EMBEDMENT
PER PLAN INTO UNDERLYING CONC.
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x.75"
INTO GIRT OR PURLIN & (2) #14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
(4) #lOx2" SMS INTO
SCREW BOSSES
CLIPS MAYBE USED
MAYBE
CHAIR RAIL PER PLAN
"ANGLE REQUIRED ONE SIDE ONLY
W HERE KICK PLATE IS INDICATED
AT CORNER AND DOOR OPENINGS
FASTEN W/ #10 X 9/16" SMS
6" FROM CORNERS 18" IN FIELD (2) #lOx2" SMS INTO
1/4" DIA. TAPCON 6" FROM ENDS
OR FASTEN W/ #8 X 9/16" SMS SCREW BOSSES OR
24" O.C. MAX 1-1/4" EMBEDMENT
2" FROM CORNERS 8" IN FIELD CLIPS MAY BE USED
INTO UNDERLYING CONC.
4
FOUNDATION PER PLAN �+
SCREEN ROOM END WALL DETAIL SCALE: N:iZ9
Fm
26GA FLASHING
W/ #8 SMS 6" O/C
ROOF PER PLAN
CARRIER BEAM
PER PLAN
3X3 OR 4X4
POST PER PLAN
# 14x4" S.M.S. w/ 1-114" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12" O.C.
ROOF PER PLAN
(2) 3/8" THRU-BOLT
`FOR SMB SEE
BEAM TO COL.
CONNECTION
FRONT VIEW
ROOF PANEL TO BEAM OPTION #1
CONNETION DETAIL SCALE: N.T.S.
1"x2" FASTEN TO COL. (INTERNAL)
w/(2) #10xl-1/2' SMS, FASTEN TO
EA V E RAILS ABOVE w/# 10 1-1 /2' SMS
24" O.C. AND 6" WITHIN COL.
TABLE "D"
BEAM
QTY/ SIZE EACH SIDE
2x3
(4)/#12
2x4
(5)/#12
2x5
(5)/ #12
2x6
(6)/#12
2x7
(7)/#12
2x8
(8)/#14
2x9
(9)/ #14
2x 10
(9)/ #14
26GA FLASHING
W/ #8 SMS 6" O/C
ROOF PER PLAN
CARRIER BEAM —
PER PLAN
3X3 OR 4X4
POST PER PLAN
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-1 /2" BEARING LEG. W/ #12x3/4" S.M.S.
W/ INTEGRAL 3/4"0 WASHER AND NEOPRENE GASKET
@ 12" O.C., TOP & BOTTOM
(2) # 12x3/4" SMS @ 12" O.C.
INTO RIDGE BEAM PER PLAN
ROOF PER PLAN
(2) 3/8" THRU-BOLT
'FOR SMB SEE
BEAM TO COL.
CONNECTION
FRONT VIEW
ROOF PANEL TO BEAM OPTION #2
CONNETION DETAIL SCALE: N.T.S.
o
° BEAM PER PLAN
° (SLOPED OR FLAT)
o
0
o
\—BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
SMS, (EACH SIDE)
o
QTY/ SIZE PER TABLE "D"
POST
(SEE PAGE
FOR SIZE)
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
rni i i�eni oG° ci eni
q
/ �
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
0
2"X2'X.125" ANGLE W/
#14x3/4" THRU ANGLE LEG
INTO BEAM EA. SIDE TYP.
SEE TABLE FOR QUANTITY
2"X2'X.125" ANGLE W/
(3) 1 /4" X 2-1/4" TAPCONS @ 2" o.c.
THRU ANGLE LEG INTO HOST WALL
TOP VIEW
BEAM PER PLAN
(2X7SMB ILLUSTRATED)
° 2"X2"X.125"ANGLEW/
° # 1 4x3/4" THRU ANGLE LEG
INTO BEAM EA. SIDE TYP.
SEE TABLE FOR QUANTITY
°
2"X2'X.125" ANGLE W/
FASTENER NOTES:
MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM EDGE.
FASTENERS MAY BE STAGGERED TO ENSURE PROPER
QUANTITY PERMITTED (PATTERN MAY APPEAR DIFFERENT
FROM ILUSTRATION)
BEAM TO WALL w/ 1 /8" ANGLE TABLE
BEAM SIZE
QUANTITY/ SIZE
PER LEG TO BEAM
QUANTITY ANCHOR
PER LEG TO WALL
2X4
(4) #12-(2) #16
(2) 1/4"TAPCON
2X5
(5) # 12 - (3) # 16
(2) 1 /4' TAPCON
2X6
(5) # 12 - (3) #16
(3) 1 /4" TAPCON
2X7
(6) # 14 - (4) # 16
(3) 1 /4' TAPCON
2X8
(7) # 14 - (4) # 16
(4) 1 /4" TAPCON
2X9
(8) # 14 - (5) # 16
(4) 1 /4' TAPCON
2X10
(9) #14-(6) #16
(5) 1/4"TAPCON
(3) 1 /4" X 2-1/4" TAPCONS @ 2' o.c.
THRU ANGLE LEG INTO HOST WALL
SIDE VIEW
BEAM TO HOST WALL CONNECTION
SCALE: N.T.S.
"MAY USE: (2) 3/8" DIA.
#14x3/4"SMS MACHINE BOLTS THRU
QUANTITY = SEE TABLE REC. CHANNEL & POST
I IN LIEU OF #14 SMS
0
0 CARRIER BEAM
0 1 PER PLAN
# 14x3/4"SMS
QUANTITY = SEE TABLE
(TYP. EACH SIDE)
"MAY USE: (2) 3/8" DIA.
MACHINE BOLTS THRU
REC. CHANNEL & BEAM
IN LIEU OF #14 SMS
BEAM TO COLUMN w/ RECEIVER TABLE
BEAM SIZE
LEG
QUAA(3)
QUANTITY/SIZE
TO COL. INTERNAL
2X4
(4)
(8) #12-(3) #16
2X5
(5)
(10) #12-(3) #16
2X6
(5)
(10) #12-(4) #16
2X7
(6) #14-(4) #16
(12) #14-(4) #16
2X8
(7) #14-(4) #16
(12) #14-(6) #16
2X9
(8) #14-.(5) #16
(14) #14-(6) #16
2X10
(9) #14-(6) #16
(14) #14-(7) #16
BEAM TO COLUMN CONNECTION
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