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 I -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"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:
I. 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:
L 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 W REBAR INTO EX. FOUNDATION WITH I" 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 2X2"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 172" 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: ZX4'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"x2'k0.044"
2 x 3: 2'x3'x0.050"
2 x 4: 2'x4"x0.050"
2 x 5: 2'x5'x0.050"
OPEN BACK SECTIONS
1 x2: 1"x2'x0.044"
1 x3: 1'x3'x0.045"
SNAP SECTIONS
2 x 2 SNAP: 2'x2'x0.045"
2 x 3 SNAP: Z'X3x0.050"
2 x 4 SNAP: 2'x4"x0.045"
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'x6"x0.0506.120"
2 x 7 SMB: 2WN0.057"x0.120"
2 x 8 SMB: Zx8'x0.072'k0. 124'
2 x 9 SMB: 2'x9"x0.082'x0. 124'
2 x 10 SMB: 2'x1 Y'x0.09Z'x0.398"
DETAIL A
FIL C®P�
rVIAE D F R
GO®E COMPLIANCE
ST. L CIE COUNTY
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MONO DECK
(DSODDED GRADE SLAB OPTION
-�., i.� 11)#5 BAR
8" CONTINUOUS
FOOTING NOTES
1. PROVIDE 1-1 /Z COVERAGE TOP, SIDES, BOTFOM AND I"BETWEEN ADJACENT REBAR LAPS.
2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE IN CONTACT WITH THE EARTH.
3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS
4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40
S. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS
6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION
]. SEE GENERAL NOTE FOR TYING INTO EXISTING FOUNDATIONS
8. SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION & SPECS.
DETAIL "J" FOOTINGS
SCALE: NTS
4 8" x 8" FOC
N
iX2
2X2 DJ
2X2 DJ
0
2XSSMB
HOST 18" O/H STRUC. GUTTER
2X3X.050 DIAG. BRACE TYP.
® = 3X3X.125
THESE PLANS WERE PREPARED BASED ON THE PREMISE THAT THE EXISTING STRUCTURE
WAS DESIGNED BY A PROPERLY LICENSED PROFESSIONAL ENGINEER OF THE STATE OF
FLORI DA, WAS PERMITTED BY THE APPROPRIATE PERMITTING AGENCY, WAS
CONSTRUCTED BY A FLORI DA LICENSED CONTRACTOR AT THE TIME OF CONSTRUCTION,
HAS NOT BEEN SU BI ECT 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.
2X2 TYP.
EXISTING APPROVED ELITE ROOF
W/ E-GUTTER
1" 1
2X9SMB C.B. F
—8'-0"-
3X3X.125
2X5SMB
N X O m m m 2 X X
O cX-I N + i N to N N N X R O
X to UJ m f` r . n +
r N X i N/ X N N N N N N N
x x
1 2X5SMB 2X2 TYP.
i 2X5SMB 1
F,
1X2
W-0
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- - _T
1X2 + 2X2
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2X2 TYP.
m
1X2 TYP.
I
9"+6'-5
I
1
I
t6'-5
I
6'-5 i ---4-6
5 1
0
i�
1X2
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
Roce
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5" OR 7"x6" WIDTHx0.250"
EXTRUDED GUTTER BRACKET @
EA. BEAM W/ (4) #12x34'
S.M.S. INTO GUTTER LIP
1"x2"x0.045" OPEN
BACK W/ (2) #12x2"
INTO GUTTER & (1) #12x
2" @ 24" O.C.
O
BEAM 1 O
O
O
ANGLE W/ (2) #14x3/4"
S.M.S. INTO BEAM ON EA SIDE
(4) INTO GUTTER
OPTIONAL: 2"x2"0.062"
RECEIVING CHANNEL W/(2)
#10x3/4" EA SIDE TO
COVER EXPOSED BEAM
NOTE: 2x4 SMB BEAM ONLY REQUIRES 4"
LMDTH GLTfTER BRACKET W/(2) 3/8" LAGS
(4) 3f8" LAG SCREWS @ 1-1/2"
SPACING @ EA GUTTER BRACKET
& (1) @ 120.C. MAX -MIN EMBEDMENT
SHALL BE 2"
THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2"x4"
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
SMALLER CONTRACTOR
SHALL BRING STRUCTURE UP
TO A 2"x4" FASCIA AND
ENSURE LESS THAN A 2'-0"
OVERHANG
GUTTER BRACKET & BEAM ATTACHMENT DETAIL
SCALE:NTS
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(4) #IOx5/8" S.M.S. MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES MINIMUM.
3. HINGS SHALL BE ATTACHED TO DOOR WITH (4) #10x5/8' S.M.S. FASTEN A
1"x2x0.044" TO UPRIGHT W/ #120" S.M.S. @ 12" O.C. AND WITHIN 3' FROM
END OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
SCALE:NTS
BEAM SCREWS
2"x4"SMB
6
2"x5"SMB
6
2"x6'SMS
8
2"x7"SMB
8
2"x8"SMB
10
2"x9"SMB
10
2"x10"SMB
12
Tx PURUNS(SEE A-1 PLATE
FOR SIZE) ATTACHED TO 914 SMS
BEAM W/ MIN. (4) #10x1 1/2"
SMS N
O O O O \ n
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"B"
"N"
"Si.
"S2"
"S3'
"54"
12
4
314"
1 1/2"
16"
3.75"
12
4
314"
1 1/2"
16"
4.75"
E
16
5
1"
11/2"
19"
575"
20
6
1"1
1/2"
22'
6.75"
24
7
1"
1 m"
23"
7.75"
2X9
24
7
1"
13'8"
23"
8.75"
2X10
28
8
T'
1 1/4"
24"
9.75"
GUSSET
NOTES:
1. "N" NUMBER OF SCREWS IN ANY
DIRECTION.
2. TOTAL NUMBER OF SCREWS PER JOINT
EQUALS 4 TIMES "B".
3. PLATE WIDTH SHALL BE DETERMINED
FROM ANGLE OF BEAM AND MIN SPACE
REQUIRED.
4. GUSSET PLATES MAYBE INTERNAL OR
EXTERNAL.
5. INTERNAL SCREWS FOR PURLIN
CONNECTION MAY BE INCLUDED IN
TOTAL NUMBER OF SCREWS.
6. GABLE SPLICE WILL HAVE THE SAME
PATTERN.
BEAM SPLICE GUSSET DETAIL TYPICAL
SCALE:NTS
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
FOR SLOPED BEAMS
MAINTAIN ALL SCREW SPACING
FROM EDGE OF BEAM
2"x2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN
ON S-2) ATTACHED TO BEAM W/
(4)10x2" SMS INTO SCREW
BOSS
1"x2" OPEN BACK EAVE
RAILATTACHEDTO
UPRIGHT W/ (2)
#10x1 1/2" SMS INTO SCREW
BOSS
#1&1 1/2" SMS 24" C/C
#14x3/4" SCREWS
(SEE TABLE ABOVE)
SELF -MATING BEAM
SHALL BE NOTCHED
FOR UPRIGHT
O
O
0 oil
II
0 01!
UPRIGHT
UPRIGHT TO BEAM CONNECTION -ALL WIND ZONES
SCALE:NTS -
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U
HT WEB LAPPED OVER PURLIN
#12x3W SMS EACH SIDE
UPRIGHT & PURLIN
TO
O
7 "xT' FASTENED TO COLUMN ATTACHED TO PURLIN W/ (2)
WITH (2)#10x110SMS BOSS
1/2"SMS IMO SCREW
B
INTO SCREW BOSSES FOR BOSS
SMB OR SNAP COLUMN
ATTACHED TO2"x2"x.050"
EAVE RAIL MEMBER W/
#10xi-1/2" SMS 24" O.C.
NOTE: A RECEIVING CHANNEL (ifl6" THICKNESS)
IMTH (4) #10x314" SMS AT EACH CONNECTION MAY
BE USED IN PLACE OF THE (2) #10x3" SCREW BOSS
CONNECTION.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE,�COUNTY
R0C,r_
(4) #10x3/4" SMS
FASTENING SECONDARY
ANGLE TO COLUMN
(TYP EACH SIDE)
(B) 318" 0 CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE
(TYP EACH SIDE)
(SEE TABLE)
ANCHORSPA
(MIN) (TYP) (SEE TABLE)
COLUMN
SIZE
300
CONCRETESCREW
ANCHOR
B
MIN SPA
2X3
0
0
2X4
1
3
2X5
1
3
2X6
1
4
1
52
32
ff
4
241
NOTES:
SECONDARY ANGLE MIN
0.125" THICK (NOT
REQUIRED FOR 2X3
MEMBER)
2"x2"
0.125" ANGLE
) #10x3/4" SMS FASTENING
OLUMN TO PRIMARY ANGLE OPTION #1
TYP EACH SIDE)
WRIMARY
x2"BASE MEMBER
TYP EACH SIDE)(4)#10xi 1/2"SMS)3/8" O CONCRETE SCREWINTO SCREW BOSSESOPTION#2
NCHOR INTO PRIMARY
NGLE AND @ 1/4" 0 CONCRETE
�3MIN.
CREW ANCHOR @4"O.C.
BETWEEN COLUMNS
I
(TYP EACH SIDE) ________ ______
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2 3W AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTH
AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER
DECKISPRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER.
4. 2X3 W/ 1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTIONS SIMILAR IF
CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4" OX3" LAG
SCREW FOR 3/8" 0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
2"xY OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS
SCALE:NTS
PTION #1 -A-36 STEEL
CUP MAY BY PLACED ON
o�
TOP OR SIDE OF DECK W/
p
SLEEVE
TOP OF
A CHOR"
ANCHOR
L
CONCRETE
DOUBLE COMPRESSION
SLEEVES e
O O
a
4"NOMINALSLAB u
d
a
MINIMUM
3/8"OX3"MASONRY
OPTION #1
ANCHOR (MIN 33/4" .
2500 PSI CONCRETE W/
EMBEDMENT
4" SLAB ONLY
WELDED WIRE OR
FIBERMESH
125" STAINLESS
STEEL CABLE
2500 PSI CONCRETE W/
$h
WELDED WRE OR
TOP OF
FIBERMESH
CONCRETE
4" NOMINAL SLAB
MINIMUM
11/2"X512'ALUMINUM J OPTION #2
STRAP W/ (2) 3/8" OX3" USE WITH FOOTING
MASONRVANCHOR
(MIN 33/4" EMBEDMENT)
CABLE TO FOUNDATION CONNECTION DETAIL
SCALE:NTS
2"x2' OR ZXY3
MEMBER .062" ALUMINUM INTERNAL OR
EXTERNAL RECEIVING CHANNEL
W/ (4) #10x3/4" INTO BEAM OR
UPRIGHT (2) #14x3/4" EA LEG INTO
GIRT OR PURLIN(0.062"ANGLE
CLIPS W/ (2) #14x3/4" SMS EA LEG)
PRIGHT OR BEAM - SNAP
OR SELF MATING OR HOLLOW
PURLIN OR GIRT TO BEAM OR POST DETAIL
SCALE:NTS
ANGLE
O O ( TOP AND SIDE)
TYP
O O
NOTE: WHEN USING OPTION#2
/8" DIASTAINLESS
STEEL CABLE
CONNECTION CABLE MUST BE
WITHIN 6"OF CORNER OR
PRIMARY MEMBER.
3/8"WELDED STAINLESS
STEEL EYE BOLT
(8) #14x3/4 SMS
SIDE VIEW
"0 (MIN) WASHER
HENEATH NUT
,
O O ----_
__ ____ ______
O O
O O
O
O
I I
TOPVIEW 1 Oi
0 1
O
3/8"O ADJUSTABLE EYE
BOLT FOR CABLE TENSION
W
OPTION #2 o
/8" 0 STAINLESS
STEELCA13LE
SIDE VIEW ON 45"ANGLE
OPTION #1
CABLE CONNECTION AT CORNER
SCALE:NTS
ANGLE
OR PURLIN
R
FLAT
(1) 3/8" DIA THRU BOLT
W/ NYLON LOCKING NUT
OR THREAD LOCKING
MATERIAL APPLIED
_z:vJ o
O
-�'LU o
O
�
'//11n11111W%
OR PURLIN
REVIEWED FOR
3013E COMPLIANCE
ST. LUCIE COUNTY
soCC
ROOF BRACING CONNECTION DETAIL
SCALE:NTS
IA. MACHINE BOLTS
CIA. WASHERS THRU
BEAM & POST
® CARRIER BEAM
POST
VARIES
OPTIONAL 2XT FASTENED TO CARRIER
BEAM w/(2) # I0,1-1 /2' SMS INTO
SCREW BOSSES EACH END
CARRIER BEAM
O
O
0
OPTIONAL
O
1'57 MEMBER
FOR SCREENING
#10X1-1/2'SMS024"
O.C. MAX CONNECTING
O
TO FX2' CARRIER BEAM
#1041-I/2' SMS B 24"
O.C. MAX CONNECTING
�Tk2k0.125'• \I
2'FOR SINGLE
RECEIVING CHANNEL
HORIZONTAL BEAM
OR ANGLE EACH SIDE
4'FOR DOUBLE
HORIZONTAL
(6)#IW.75'SMS
BEAM OR 4'k4"
EACH SIDE
CFOR TRIPLE
HORIZONTAL
BEAM OR 6X6
(12) #1M.75'SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
CARRIER BEAM TO POST DETAIL
SCALE: NTS
MAY USE (3) #14XI"TEK
IN LIEU OF THRUBOLTS
(2) 3/8"0IA. MACHINE
BOLTS w/ WASHERS
(2) 3/8'ON BOLTS
SEE NOTE # I ITHIS PAGE
FOR BOLT PLACEMENT
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE # I THIS PAGE
FOR BOLT PLACEMENT
TOP VIEW
TFROM EDGE
OF SLAB/FTG.
(4) 1/4'531/4'TAPCON
THRU BOTTOM LEG OF
35250.125 ANGLE ANGLE INTO CONC.
3000 PSI CONC.
SLAB/FTG. FRONTVIEW
6x6-I0XI0 WWM
OR FIBERMESH
3"x3" POST CONNECTION DETAIL
SCALE: NTS
ZVW.125' ANGLE
EACH SIDE TYP.
NOTE: FOR DOUBLE OR TRIBLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
40 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
(4) 1/45L11/4"TAPCON
THRU BOTTOM LEG OF
ANGLE INTO COLIC.
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
3-3/4" FROM EDGE- -
OF SLAB/FTG.
MAY USE (3) #14XI"TEK TOP VIEW
IN LIEU OF THRUBOLTS 3x3•PosT
PER PLAN
r1 (LENGTH)
(LEENGTH) ANGLE
(INTERNAL)
3000 PSI CONC. ••�'••�••
SLAB/FTG.
6x6-10x10 W WM
OR FIBERMESH
FRONT VIEW
XXX POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
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" REDHEAD - 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. W HERE 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 /7 SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
ROOF BEAMTO C.B. W/
1/9" ANGLE TABLE
BEAM
SIZE
QUANTITY/SIZE EA.
LEG TO BEAM
2x4
(4)#12 OR(2)#16
2X5
(5)#12 OR(3)#16
2X6
(5)#12 OR(3)#I6
2x7
(bl #140R (41#76
2X8
(71 #140R (4)#16
2x9
(8)#14OR (5)#16
2X 10
(9)#140R (6)#I6
1 /SkxTxT x LENGTH CUT TO HT ANGLE
FASTEN EACH
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
TOP VIEW
CARRIE
oil
CARRIER BEAM O
(3) 1/4"DIA.
w/ 3/4" DIA.
CARRIER BE
O
(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
116WXl x LENGTH CUT TO
EACH SIDE OF BEAM
I.I
EXISTING HOST STRUCTURE
(DESIGNED BY OTHERS)
MACHINE BOLTS
WASHERS THRU
4M & POST
BEAM
POST
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DESIGN DATE: 07108/2020
REVISION 1: DATE
REVISION 2: DATE
PAGE:
DRAWN BY: TCP
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