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: 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
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 i
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"x0.109'
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 15 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)
2x4SMB: 2"x4"x0.046"x0.100"
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 SMB: 2" x 7" x 0.055" x 0. 120"
2x8SMB: 2"x8"x0.072"x0.22N'
2x9SMB: 2"x9"x0.072"x0.224"
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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2x5
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2X5 S.M.B. (1) 1 /4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. FASTEN TOP OF HEADER TO INTERSECTING CV
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2X7 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S. PENETRATION INTO SCREW BOSS OF
2X8 S.M.B. (3) 1 /4" X 2-1/4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S. 2'k2' MEMBER -TYP. BOTH SIDES EAVE RAIL - SEE PLAN � o z
2X9 S.M.B. (4) 1 /4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S. °
EXTRUSION
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SELF -MATING OR
1 /8'k2"x2'x ANGLE SNAP SECTION TYP.
5032 H-32 ANGLE
(2) - # 12 SMS INTO COLUMN 1'52" O.B. BASE PLATE-TYP.
1 /4" MASONRY ANCHOR EACH
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ANCHOR EMBEDMENT
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SECONDARY ANGLE ° UPRIGHT IS USED
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SLAB/ FTG. (12) #12x1"SMS (TOP OR
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6x6-1Ox10 WWM @ 1"SPACING W
OR FIBERMESH WHERE PAVERS ARE PRESENT USE 5116'
TAPCON XL (RED HEAD MFG.) MASONRY ALTERNATE BASE PLATE CONNECTION
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ANCHORS TO PENETRATE UNDERLYING ATTACH 2'k2' TO BASE PLATE (�
CONCRETE FOOTING 2-1/4" (MIN.) (INTERNAL) w/(2) #lOx2"SMS 2'k2" EDGE BEAM
1 /4" MASONRY ANCHOR 0
AT EACH ANGLE (2) - # 12 SMS ATTACH BASE PLATE TO 2'k2'
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INTO SCREW BOSSES 1'k2' FASTENED TO COLUMN Z Z
CONNECTING EDGE w/(2) #10xl-1/2'SMS INTO Q O Q W_
BEAM TO PURLIN SCREW BOSSES FOR SMB O = O J (j)
° 1"x2' BASE PLATE ANCHORED OR SNAP COLUMN U a
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NOTCH COLUMN AS REGD.
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SLAB/ FTG. 1 /4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN G'OF
6x6-1Ox10 WWM FRONT VIEW COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTING
OR FIBERMESH REVISION 1: DATE
DETAIL "B" - 2"x4" OR LARGER SELF MATING DETAIL "F" - DOOR JAMB & HEADER ALTERNATE DETAIL "G" SLOPED REVISION 2: DATE
CONNECTION SCALE: NTS
UPRIGHT TO DECK DETAILS SCALE: NTS PAGE:
PURLIN CONNECTION SCALE: NTS DRAWN BY: ST
SCALE: NTS
Zk2' DOOR JAMB
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INTO SCREW BOSS OF HEADER
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EACH SIDE OF BEAM
INTERNALLY w/(2) # 12 SMS
ALTERNATELY 2x2xl /&'ANGLE BELOW GIRT, (2) # 14 SMS INTO
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
0
- U
BEAM & (2) # 12 SMS INTO STRUCTURAL GUTTER
w/ 1 /3'xn2' ANGLE
#
°
J O 0 —
W
w/(2) 12 SMS
INTO EA.MEMBER
1 I ILI Lo
SIDE VIEW
(BEAM & PURLIN)
EYEBOLT FOR
0 CABLE TENSION
L L
J -r--
OPTIONAL GIRT
rr
L
1—
# 10 SMS WITHIN 6"
DETAIL
"M" BEAM
& PURLIN TO GUTTER
PERIMETER
FRAMING 1 /8" STAINLESS STEEL
BRAIDED CABLE
c
(D
& @ 24" O.C. MAX.
FASTEN GUTTER TO
CONNECTION
SCALE: NTS
z C O
C
#
FASCIA SCREW
WOOD REWW 18 18" O.C.
W Q _j � o
Q Q
(z) #1zsMs
DETAIL "I-2" CABLE CONNECTION
Q
AT CORNER SCALE: NTS
F. U
° G I
RACE
IJ..�
0
r �
O
(2) # 14x2'
O O
2x2x1 /8" ANGLE
EA. SIDE OF BEAM
WOOD SCREW
@ 1" SPACING
1 /8" STAINLESS STEEL
J 0-
N
w/(2) #12SMS
BRAIDED CABLE
O
EACH LEG EACH SIDE
FASCIA (2k6" MIN. EXISTING)
INTO014 SCREWS
40° MIN.
(V
(2) # 12 SMS
FASCIOD
60° MAX.
STRUCTURAL
O
GUTTER
2'k2'xl/8"ANGLE w/(2)
GIRT
TOP VIEW
# 12 SMS EA. LEG
I--
DETAIL
"H" BEAM TO GUTTER
°
W
CONNECTION SCALE: NTS
°
3000PSICONC. 3"A.S.T.M.A-36STEEL CLIP
PSI C. ANCHORS
CO6-1
O
SMB °
WITH (2) 3/&x3"SLEEVE
FOR PAVERS (2) 1/4'k6"TAPCONS
0 o GIRT
WWM OR FIBERMESH
THRU PAVERS INTO FOOTING
F
o 0
1 /8" STAINLESS STEEL
0 0 0� o o
°
1 /8'kz'k4" STRAP
BRAIDED CABLE
4001 IN.
0 F o
12 SMS INTO BEAM
STRUCTURAL GUTTER
60° MAX.
o ° 0 0
(2) # 1#2 SMS INTO GUTTER
SIDE VIEW
_I
F� °
.-Ill
f
°
U
o
0 0 0 0 010
Z
0
° F F 3/16"-5052-H32 GUSSET
w
°� ° F INTERNAL OR EXTERNAL
2 x 10 SMB ILLUSTRATED _
F
GIRT
EACH w/(2) # 12 SMS UTTER BRACES
FASCIA INTO GUTTER & (2) #14
3000 PSI CONC.
6x6-1Ox10 3/8"DIA x 3" EMBED
WWM OR FIBERMESH CONC. SCREW ANCHOR
U
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-I
TABLE B-1
BEAM
SIZE
COL. TO BEAM
QTY SMS/
SIDE OF COL.
BEAM TO BEAM
QTY SMS/
EA. FACE/SIDE
2x4
(5) #12
(9) #12
2x5
(5) #12
(9) #12
2x6
(7) #12
(9) #12
2x7
(10) #12
(10) #12
2x8
(12) #12
(14) #12
2x9
(14) #14
(14) #14
2x 10
(16) #14
(15) #14
WOOD SCREWS
INTO FASCIA
(TAPCON OR EQUAL)
2k2k1 /8" ANGLE w/(2)
# 12 SMS EA. LEG
0 GUTTER
1 /8" STAINLESS STEEL
40° MIN. BRAIDED CABLE Q
J
Lu LL
60° MAX.
U) U) O U
(2) # 12 SMS o
Z
w Z
��m
(J
a 2 Q
•
Q Q�W
SMB
e .. O F-
Q J (n
• O ° n
°
Z
�j M
�J
0 0
Fa-
w Co LL
Z
O
1 /8'k2k4" STRAP GIRT
3000 PSI CONC. O
a
(2) # 12 SMS INTO BEAM STRUCTURAL GUTTER
6x6-10x10 1.Sk5.5" ALUM. STRAP
10/06/2020
(2) #12 SMS INTO GUTTER
WWM OR FIBERMESH w/(2) 3/8" DIA. x 3"
DESIGN DATE:
TOP VIEW
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL " L' CORNER CONNECTION REVISION 1: DATE
DETAIL "K" GUSSET CONNECTION SCALE: NTS DETAIL 1-1" CABLE CONNECTION REVISION 2: DATE PAGE:
SCALE: NTS AT FOUNDATION SCALE: NTS DRAWN BY: ST
SCALE: NTS 4
i
POST
(3) 1 /4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
OPTIONAL 2"x2" FASTENED TO CARRIER
BEAM w/(2) # 1 Oxl-1 /2- SMS INTO
SCREW BOSSES EACH END
CARRIER BEAM
CARRIER BEAM
O
0
0
1'k2' MEMBER
FOR SCREENING
OPTIONAL
o
VARIES
1'k2' MEMBER
HORIZONTAL BEAM
ON ITS SIDE
FOR SCREENING
�
(IF REQUIRED)
Zx2`4.125' I
2" FOR SINGLE
RECEIVING CHANNEL
HORIZONTAL BEAM
OR ANGLE EACH SIDE
4" FOR DOUBLE
HORIZONTAL
(6) # 104.75" SMS
BEAM OR 4'k4"
EACH SIDE
6" FOR TRIPLE
HORIZONTAL
BEAM OR 6X6
(12) # I OxO.75' SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
CARRIER BEAM TO POST DETAIL
SCALE: NTS
(2) 1 /2" DIA. EXPANSION BOLTS
SEE NOTE #2 TH""^`
FOR BOLT PLAN
3-3/4" FROM
OF SLAB/ FTC-
TOP VIEW
(3) 1/4" DIA. MACHINE_
BOLTS w/ WASHERS
(2) 1 /2' DIA. EXPANSION
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
PLACEMENT
#1Ox1-1/2'SMS @24"
O.C. MAX CONNECTING
TO 1"x2" CARRIER BEAM
# 1 0xl-1 /2" SMS @ 24"
O.C. MAX CONNECTING -
TO 1'k2' POST
4" DIA. MACHINE
i w/ WASHERS
4'x4.'POST
(SEE PAGE-2
FOR SIZE)
2k24.125" 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
3-3/4" FROM EDGE
OF SLAB/ FTG.
2x4k0.125 ANGLE
a
a
3000 PSI CONC.
SLAB/FTG. FRONT VIEW
6x6-1Ox10 WWM
OR FIBERMESH
4"x4" POST CONNECTION DETAIL
SCALE: NTS
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC.
(3) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
3-3/4" FROM EDGE --
OF SLAB/ FTG.
(3) 1 X DIA. MACHINE
BOLTS w/ WASHERS
(4) 3/8'k4" TAPCON
THRU BOTTOM LEG
OF ANGLE INTO CONC.\
P�
N 2"
TOP VIEW
OLUMN PER PLAN
1 /&' <2k(n3-3/4"
(LENGTH) ANGLE
(INTERNAL)
ROOF BEAM TO C.B. W/
1 /8" ANGLE TABLE
BEAM
SIZE
QUANTITY/ SIZE EA.
LEG TO BEAM
2x4
(4) #12 OR (2) # 16
2x5
(5) #12OR (3) # 16
2 x 6
(5) # 12 OR (3) # 16
2x7
(6) #14 OR (4) # 16
2x8
(7) #14 OR (4) # 16
2 x 9
(8) # 14 OR (5) # 16
2x10
(9) #14 OR (6) # 16
a � s•ne e-. ..
a e n >
3000 PSI CONC.
SLAB/ FTG. Y FRONT VIEW
6x6-10x10 WWM
OR FIBERMESH
4X4 COLUMN ALT. BASE ATTACHMENT
DETAIL SCALE: NTS
NOTES:
1.3x3 POST TO HAVE 3/8" RED HEAD - TRU BOLT 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.
REVIEWED ��,,yy
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i
0`0®�1/E C®PLIAN
\0� ..��J�jV�
\�. /�
coo
4t
Uj
C9 : W co
U Q =
N
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU POST
_ o
z C7E,C
CARRIER BEAM & POST
%,� �� •... PROF �,:
ULI
..
_
�
77/////lllllllllll���\\
U
0
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
TOP VIEW
CARRIER BEAM
x
CARRIER BEAM I
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
(3) 1/4" DIA. MACHINE BOLTS POST
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION DETAIL
SCALE: NTS
1 /9'x2'k2" x LENGTH CUT TO FIT ANGLE
EACH SIDE OF BEAM FASTENED
W/ (4) #12x5/8"SMS TO BEAM
(4) # 12x5/8" SMS @ 3/4" SPACING TO GUTTER.
WHERE GIRT PRESENT USE 1/8'k2'x2' ANGLE
OVER GIRT AND CUT TO FIT BEOW GIRT.
FASTEN EACH LEG W/ (2) #12x5/8" SMS
Z'x2" PERIMETER --\
1 /8'k2k2" x LENGTH CUT TO FIT ANGLE
EACH SIDE OF BEAM FASTENED
W/ (4) # 12x5/8" SMS TO BEAM
(2) 1 /4" TAPCON INTO HOUSE WALL
2-1/4" EMBEDMENT MIN. ALTERNATELY
RECEIVER CHANNEL MAY BE USED IN
LIEU OF 1 /8" ANGLE EA. SIDE
SEE DETAIL "H"
FOR GUTTER
STIFFNER SPECS.
0
0
0
0
0 0 0
BEAM PER PLAN
EXISTING HOST STRUCTURE
(DESIGNED BY OTHERS)
0 0 0 0
.0
CLOSE TOP OF
SIDE VIEW BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN w/# 12 SMS
EACH SIDE OF BEAM
BEAM TO GUTTER/HOST CONNECTION
SCALE: NTS