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 & SET
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 8'58" 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
ii-i. 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 Al B5
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 272"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.
S. 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-WIN
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
COMPRWISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE 2 x 4 SMB: 2'k4'k0.044'k0. 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'SQ'k0.044"
2 x 3: 2'k3'k0.050"
2 x 4: 2"x4'k0.050"
2 x 5: n5'k0.050"
OPEN BACK SECTIONS
1 x 2: M<2'k0.044"
1 x 3: 1'k3"x0.045"
SNAP SECTIONS
2 x 2 SNAP: 2'S<nO.045"
2 x 3 SNAP: 2'k3<0.050"
2 x 4 SNAP: 2`xN'A0.045"
SELF MATING (SMB)
2 x 4 SMB: ZX4"x0.044'kO. 100"
2 x 5 SMB: 2'k5'x0.050"x0.100"
2 x 6 SMB: 2'k696.050'k0. 120"
2 x 7 SMB: 2'k7"x0.057'k0.120'
2 x 8 SMB: n8NO.072'k0. 124'
2 x 9 SMB: 2x9'k0.082'k0.124"
2 x 10 SMB: 2"xI Mx0.092'x0.398"
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I DESIGN DATE: 01/29/2020
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L--1___________ REVISION I: DATE
Roof RISE PROFILE REVISION 2: DATE PAGE:
SCALE N.T.S.
DRAWN BY: ST
SCALE: NTS
2X3 TYP.
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0
GIRT FASTENED INTERNALLY AT EACH END
w/ #10M.5'EACH SCREW GROOVE. FASTEN
TO BEAM W/ 2XZX.125 ANGLE (2) #12 SMS
INTO BEAM 8 (2) 0101.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER
PX218'.12 ANGLE \
w/(D SMS
EACH LEG ,
BEAM
CLOSE BOTTOM OF 11� I o 0
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL
FASTEN W$D #12 SMS
EACH SIDE OF BEAM -
GIRT
#10 SMS WITHIN 6'
OF BEAM 8 24' D.C.
FOR BEAMS ABOVE 2X8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS 8 INCLUDE 2'
GUTTER BRACE AT EACH BEAM
LOCATION
FOR GUTTER TO FASCIA:
(2) #R SMS (0 #14 0 IS-D.C.
FOR GUTTER BRACE/ STRAP:
(2) #A EA. STRAP
SEE TOP VIEW
FOR BEAM OVER 2aS
.OLD RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY WE) #12 SMS
ALTERNATELY 2x2X1/0' ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM a (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
FASTEN GUTTER TO
FASCIA W/ #I4x2'
WOOD SCREW 18' O.C.
(2) #12 SMS
.05V GUTTER STIFFNER
FASTEN TO FASW W(D
#14A2- WOOD SCREW
FASTEN TO GUTTER FIE)
#12 SHE ,
GUTTER
GUTTER
WHEN BEAM 6 PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
SE
AM 8 PURLIN
/ 1/0'xTx2' ANGLE
8 (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
IIIIII A IIIIII (BEAM TO PURLIN)
W/ 2 SMS
ANGLE
T) #12 SMS
INTO EA. MEMBER
(BEAM fl PURLI W
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S.
�(2) #16x2'
2x2X1/r ANGLE WOOD SCREW (2) #12 SMS
EA. SIDE OF BEAM
(2) #12 SMS
EACH LEG EACH SIDE
FASCIA T'x6'MIN. EXISTING) #12 SMS EA. LE W/(2) GIRT -�
#12 SMS EA. LEG
STRUCTURAL
GUTTER
TOP VIEW SMB
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: N.T.S.
U8'X2'X4' STRAP
r-F (2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
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3/16'-5052-H32 GUSSET
�\ 0' ° F INTERNAL OR EXTERNAL
8' INTO EA. SIDE TYP. 2X2XIM ANGLE w/T)
° F (2XIOSMB ILLUSTRATED) 012 SMS EA. LEG -�
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/8'MIN. FROM EDGE. FASTENERS
MAY STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN I/Y 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
TABLE B-I
BEAM
SIZE
COL. TO
OFM
ATY SMG/
SIDE OF COL.
BEAN TO
OEAM
OT1 SMS/
FACEISIOE
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 B
(12) #12
(IL) #12
2 x 9
(14) #14
(14) #14
2 x 10
(16) #IL
(15) #IL
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
(2) #14 WOOD SCREWS
INTO FASCIA
SIDE VIEW
GIRT
FASCIA
SMB
/B'XB'x4'STRAP
(2) #12 SMS INTO BEAM j GIRT
(2) #12 SMS INTO GUTTER STI
TOP VIEW
DETAIL "L" CORNER GUTTER
CONNECTION SCALE: N.T.S.
(9) #IOX2
UB' PLATE ON 45DMGI
OR I/8'x2'#' ANGLE WA
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETEI
FRAMING
EBOLT FOR
DUE TENSION
1/0'STAINLESS STEEL
BRAIDED CABLE
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: N.T.S.
GIRT
I/8' STAINLESS STEEL
3000 PSI CONC,
STRUCTURAL GUTTER
BRAIDED CABLE
40p MIN.
6x6-IOk0
"a MA%.
WWM OR FIBERMESH
- (2) GUTTER BRACES
b t a
EACH w/(2) #12 SMS
` �1
E®
INTO GUTTER 8 (D #16 X 2'
4' MIN. SLAB
WOOD SCREWS INTO FASCIA
w/FOOTING A x 3' EMBED
REVIE
CONC.
�8
(oANPCCOSN OR EQUAL° -®DE COW
(VV��.
3000 PSI CONC.
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6X6M
4W MIN. OR
600 MAX. WWM OR FIBERMESH
'
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B 0
0 a•
CTURAL GUTTER
4• MIN. SLAB
w/FOOTING 1.5'X5.5' ALUM. STRAP
w/(2) 1/4'DIA. X 2-1/4•
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL "I -I" CABLE CONNECTION
AT FOUNDATION SCALE: N.T.S.
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DESIGN DATE:
01129Y2020
2
PAGE:
DRAWN BY:
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SCALE:
NTS
/�
3/16" 5052-H32 GUSSET
#14 SMS @ 1 1W O.C.
2" X PURLINS ATTACH TO
3EAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER a
%\
1 1/4" (TYPICAL) "
0�2 2y9'T 6�
�\�\`✓ 5 6
NOTES:
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.
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"x 2" O.B.
PATIO SECTION
0 \ \` 3° x 3" x 0.050" MIN., 6063-T6 ALLOY
O O PLATE DR STRONGER (ONE SIDE) WITH
O (3)-912 x3/4" S.M.S. EACH SIDE AS
SHOWN (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
2 x2 x 0.0
K-BRACE
LATERAL "K"-BRACING
CONNECTION DETAILS
'ANGLE
;1" INTO EACH
DICATED BELOW
CORNER POST
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
PLATE
IERIES--\ SELF MATING
DETAIL #2
3" x 2" x 0.050" MIN., 6063-TS ALLOY
PLATE DR STRONGER (ONE SIDE)
(3) - #12 x 3/4" S.M.S.,
EACH SIDE AS SHOWN
(1I2" MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
POST
2 x 0.093
3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 114" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "K"-BRACING
CONNECTION DETAILS
' "
O
!0
1" X 2" O.B. FASTENED TO CORNER
ul
POSTW/#12X11/2"SMSAT6"FROM
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O
TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
p
1/8"X2"X2" EXTRUDE ANGLE 5052
-I— H-32 ALLOY EA CORNER W/(2)#14 X2°m
SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREW ANCHOR INTO
I
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CONCRETE
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CORNER POST W/1"X2"@
(4) #14 X 3/4" SMS /BACKSIDE
INTO
<
3/8" X LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
1"X 2" BASE PLATE
ANCHORED TO CONC W/ 114" —
CONCRETE SCREW
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND
FRONT VIEW
CP- CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NTS
6" x 5" x 0.050" COLUMN
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER 2 x 2 x0.093
BRACE(TYP.)
K-BRACE
2 x 3 x 0.070 CHAIR RAIL
O O 0`
_________1 0
i
O O i O GIRT (CHAIR RAIL)
K-BRACE 0
O O
O i �
2 x 2 x 0.093
BRACE(TYP.) (11 TOTAL)-#12 x 3/4"
S.M.S. AS SHOWN (W" MIN.
PLATE EDGE DISTANCE &
LATERAL "K"-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
(3) 1/4" DIA. MACHINE BOLTS `
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
®
CARRIER BEAM
POST
VARIES
1'k2"MEMBER
FOR SCREENING
HORIZONTAL BEAM
ON ITS SIDE
(IF REQUIRED)
\
�-REC RECEIVING
RECEIVING CHANNEL
OR EACH SIDE
SINGLE
HORIZZ'FOONTAL
HORIZONTAL BEAM
DOUBLE
ANGLE
HORIZONTAL
HORIZONTAL
BEAM OR 4k4"
(6)#lOxO.7S'SMS
EACH SIDE
VFOR TRIPLE
HORIZONTAL
BEAM OR 6X6
#lS MS
OF (6) FO
2 ROWS OF (6) FOR
2 R
RECEIVING CHANNEL
OR (6) EACH ANGLE
CARRIER BEAM TO POST DETAIL
SCALE: NTS
T' FROM EDGI
OF SLAB/FIG.
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE 91 THIS PAGE
,> FOR BOLT PLACEMENT
l
:ASTENED TO CARRIER
I #10x1-1/2'SMS INTO
EW BOSSES EACH END
CARRIER BEAM
O
O
O
1'k2'MEMBER
O
FORSCREENING-\
O
ROOF BEAM (SLOPED OR FLAT)
(NOTE USE SIMILAR DETAIL FOR
NOTCHED UPRIGHT CONNECTION
TO CARRIER BEAM
#10x1-1/2'SMS@24" FOR SCREW SIZE/ GUANTRY
O.C. MIX CONNECTING
TO 1'k2" CARRIER BEAM NOTE: FOR DOUBLE OR TRIPLE CARRIER
#10x1-1/2'SMS@24" BEAM, OUTSIDE WEBS SHALL OVERLAP
O.C. MAX CONNECTING 24' 4x4 POST OR NOTCH POST AS ABOVE
i0 NNE POST FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: NTS
FOR BOLT PLACEMENT
(2) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
® 2' FROM EDGE
OFSLAB/FTG.
TOP VIEW
3'k3" POST
(SEE PAGE-2
FOR SIZE)
(2) 3/B" DIA. EXPANSION BOLTS
SEE NOTE # I THIS PAGE
FOR BOLT PLACEMENT
(2)w/ WASHERS (2 TO
POST/SMB CONN
(2) 3/9' DIA. EXPANSION
3'k 'POST
(SEE PAGE-2
FOR SIZE)
TOP VIEW
ROOF BEAM TO C.B. W/ REC. CHANNEL TABLE
BEAM
SIZE
QUANTITY/SIZE
LEG TO BEAM EIS
QUANTITY/SIZE
TO BEAM. INTERNAL
2x4
(4)#12 OR(2)#16
(8)#12 OR(3)916
2x5
(5)#12 OR(3)#16
(10) 9 12 0 R (3) # 16
2x6
(5)#12 OR(3)916
(10)#12 OR(4)#I6
2x7
(6)#14 OR(4)916
(12)#14 OR(4)#I6
2x8
(71#14 OR(4)#I6
T2)#14 OR(6)#16
2x9
1 (8)#14 OR(5)#16
(14)#140R(6)#I6
2x 10
(9)#14 OR(6)#16
(14)#12 OR (7)#16
iR SIZE)cL
(2) 1/2' DIA. EXPANSION BOLTS
SEE NOTE 02 THIS PAGE
FOR BOLT PLACEMENT
114" DIA. MACHINE
.TS w/ WASHERS
2' FROM EDGE
- OFSLAB/FTG.
STITCH w/(2)
#12x3/4"SMS
@ 12' O.C.
\ �3k3k0.12S'ANGLE
50.725 ANGLE
• 30DO PSI CONIC.
3000 PSI CONIC. SLAB/FIG. FRONT VIEW
SLAB/FTC. FRONT VIEW 6X&I0x10 WWM
6x6-IOx10 W WM OR FIBERMESH
OR FIBERMESH 3"x3" POST CONNECTION DETAIL 3"x3' POST w/ 2x SMB CONNECTION
SCALE: NTS 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.
(2)
3.3/4" FROM E
OF SLAB/ FIG.
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU POST
CARRIER BEAM & POST
TOP VIEW
O
CARRIER BEAM O
(3)1/4"DIA. MACHINE BOLTS) POST
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM &POST lvl
FRONT VIEW
CORNER CARRIER BEAM CONNECTION DETAIL
SCALE: NTS
-(3)1/4"DIA. MACHINE (4)3/9k4"TAPCON THRU
BOLTS w/ WASHERS BOTTOM LEG OF ANGLE
INTO CONIC.
3-3/4" FROM EDGE
OF SLAB/FIG.
TOP VIEW
4'k4"POST
(SEE PAGE-2
FOR SIZE)
�2k4'k .125ANGLE
3000PSICONC. ®.I
sue/FiG. FRONT VIEW
6x6-IOx10 W WM
OR FIBERMESH
4"x4" POST CONNECTION DETAIL
SCALE: NTS
MACHINE BOLTS
WASHERS THRU
4M & POST
r
L r
TOP VIEW
B
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J
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Z Z
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COLUMN PER PLAN
(3) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
(LENGTH) ANGLE
(4) 3/6T (INTERNAL)
THRU BOTOTTOMM LEG LEG
U
OF ANGLE INTO CONIC.
J
H
J
U
W
W
W
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3000 PSiCONC.
Z ~
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SLAB/FIG. FIR V (fto ��1r
Z U
6x6-10x10WWM ?'!- ���
OR FIBERMESH Q"'. ' >
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4X4 COLUMN ALT. BAS4q A]TAGHMENT
a 2
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DETAIL I SCALE: Tb(;o
Z a
o w a
�9
Q
W
REVISION 2: PAGE:
DRAWN BY: ST �?
SCALE: NTS v