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DESIGN 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. 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 1609.11 & 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'k8" 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 C 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.
N
O
ALUMINUM SPECIFICATIONS
ALUMINUM MEMBERS DIMENSIONS
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
HOLLOW SECTIONS
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2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
2 x 2: 2"x7'x0.044"
61�4a
# 12 SCREWS 6' FROM ENDS & 24" CENTER TO CENTER.
2 x 3: 2"x3x0.050"
3. ROOF BRACING SHALL BE A MINIMUM 2"X7'X.050".
2 x 4: 2'k4'k0.050"
w
N
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
2 x 5: 2"x5"x0.050"
aeq
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
OPEN BACK SECTIONS
Q
ti
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
1 x 2: 1'X2'k0.044"
ui
WIND SPEEDS EXCEED 75 MPH PER FBC.
1 x 3: 1"x3'k0.045"
�'
w
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
SNAP SECTIONS
v
5. 1 "X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED
2 x 2 SNAP: 2'X7k0.045"
INTERCHANGEABLY.
2 x 3 SNAP: 2"x3'x0.050"
U r
N
2 x 4 SNAP: 2'x4"x0.045"
I O N
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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. F 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 .BETYPE 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 6-0" 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'xCx0.044'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.
SELF MATING (SMB)
2 x 4 SMB: 2'k4'k0.044'k0.100"
2 x 5 SMB: 2'Sc5'k0.050'1x0.100"
2 x 6 SMB: 2'k6x0.050'k0.120"
2 x 7 SMB: 2'Sc7'x0.057(0.120"
2 x 8 SMB: Z'x9'x0.072'k0.124"
2 x 9 SMB: 2'k9N0.082"x0.124"
2 x 10 SMB: 2Sd 0"x).092'10.398"
DETAIL A
RECEIVED
DEC 1 0 ' ='9 I
ST. Lucie County, Permitting
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2•-8• aaR MIL DESIGN DATE: 12102/2019
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ROOF RISE PROFILE REVISION 2: DATE PAGE:
SCALE N.T.S.
DRAWN BY' KMM n
SCALE: NTS L
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NOTE: IF PAVERS ARE
PRESENT. CONCRETE
ANCHORS SHALL
PENETRATEINTO
FOOTING 2-1/4' MIN.
(TYP,
NOTE: WHEN FASTENING
TO WOOD USE Uc GALV.
LAG SCREW IN LIEU OF
CO NC. ANCHORS AND
ENSURE PENETRATION
MIN 2-1/4- INTO
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PENETRATION INTO SCREW BOSS OF EAVE RAIL - SEE PLAN O
MEMBER - TYP. BOTH SIDES Z
Ix2 OPEN BACK
SCHEDULE BASED ON 2-I/4' MIN. SCHEDULE BASED ON 2-I/4' MIN. EXTRUSION UPRIGHT U
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SELF -MATING OR
I/8'n2'n2'x ANGLE SNAP SECTION TYP:
5032 H-32 ANGLE PER PLAN
(2) - #12 SMS INTO COLUMN I'n2- O.B. BASE PLATE-TYP.
I/4- MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
2-1/4' MIN. CONC--1/4' MIN. CONC.
ANCHOR EMBEDMENT ANCHOR EMBEDMENT
• • 2-MIN. ANCHOR SPACING
WHEN GREATER THAN 2x4
a UPRIGHT IS USED SEE
• e ° • TAPCON SCHEDULE ABOVE
1/4' DIA. TAPCON SCHEDULE
UPRIGHT
CITY. TAPCON/ OTY. #12 SMS EIS
2X3
(D 1/4" TAPCON/ (4) #12
2X4
(2) 1/4' TAPCON/ (4) #12
2X5
(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
(4) 1/4' TAPCON/ (8) #12
2XIO
(5) 1/4" TAPCON/ (10) #12
3/8' DIA. TAPCON SCHEDULE
UPRIGHT
OTY. TAPCON/ OTY. #12 SMS E/S
2X3
(D 3/8' TAPCON/ (4) #12
2X4
(2) 3/6' TAPCON/ (4) #12
2X5
(2) 3/8' TAPCON/ (4) #12
2X6
(2) 3/8' TAPCON/ (6) #12
2X7
(2) 3/8' TAPCON/ (6) #12
2X8
(3) 3/8' TAPCON/ (6) #12
2X9
(3) 3/8• TAPCON/ (6) #12
2XIO
(4) 3/8" TAPCON/ (8) #12
DOOR JAMS
PER PLAN
FASTEN HEADER w/121 YIOn3'
INTO SCREW BOSS OF HEADER
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WHEN Z-BAR IS USED - FASTEN
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DESIGN DATE: 12/02/2019
3000 PSI CONC.
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6X6FOx10 WWM FRONT VIEW
1/C TAPCON (RED HEAD MFG. OR EOUAU WITHIN 6' OF COLUMN
OR FIBERMESH
a 24- O.C. MAX. HUW PENETRATION INTO UNDERLYING FOOTING
REVISION 1: DATE
ALTERNATE DETAIL "G" SLOPED
DETAIL "B" - 2"x4" OR LARGER SELF MATING
DETAIL "F" - DOOR JAMB & HEADER
PURLIN CONNECTION SCALE: N.T.S.
REVISION 2: DATE
PAGE:
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
CONNECTION SCALE: N.T.S.
DRAVVN BY. KMM
SCALE: NITS
O
GIRT FASTENED INTERNALLY AT EACH END
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w/ #I0n1.5' EACH SCREW GROOVE. FASTEN
GO
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TO BEAM w/ 2x2x.125 ANGLE (D #12 SMS
FOR BEAMS ABOVE INSTALL
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FOR BEAM OVER 2x5
CT 1 g \�
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w
EACH SIDE OF BEAM
RECEIVING
V
9"
Z
Q O
Q
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V
INTERNALLY
ANGLE BELOW GIRT. #IL SMS INTO
2GETS
FASTEN INSIDE CORNER
BOCC
(�
O 1..i
U
BEAM #1 IN E
BEAM fl (2) #12 SMS INTO STRUCTURAL GUTTER
(BEAM TO 2' ANGLE
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) #12 SMS
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FASTEN GUTTER To
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& PURLIN TO GUTTER
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CONNECTION
SCALE: N.T.S.
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WOOD SCREW 18' O.C.
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#12 SMS INTO EACHK
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TOP VIEW
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SCALE: N.T.S.
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It
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BEAM TO GUTTER
W
CONNECTION
SCALE: N.T.S.
GIRT
O
I/8' STAINLESS STEEL 3000 PSI CONE..
Q.
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STRUCTURAL GUTTER
460B MIN.
BRAIDED CABLE &6-10x10
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(Z) #12 SMS INTO GUTTER
SIDE VIEW
600 MAX.
WWM OR FIBERMESH
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WOOD SCREWS INTO FASCIA
WEN PING
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F INTERNAL OR EXTERNAL
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\
8' INTO EA. SIDE TYP.
2xM18' ANGLE w/(2)
(LMCON OR EQUAL)J
F (2XIOSMB ILLUSTRATED)
#12 SHE EA. LEG
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NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/r MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-I
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 MOUND
EDGE OF GUSSET WITHIN 3/8' OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-I
TABLE B-I
REM
SIEE
E.. TO
BEM
pn sns/
smE OF COL
OEM TO
BEM
aTT snsr
FACE/smE
2 x 4
(5) #12
(9)#12
2 x 5
(5) #12
(9) #12
2 x 6
(7)#12
(9)#12
2 x ]
(10) #12
(10) #12
2 x 8
(12) #12
(14) #12
2 x 9
(14) #14
(14) #14
2 x 10
(1b) #14
(15) #14
J 3000 PSI CONE,
Z
O
i
6X6-10XIO
400 WAN OR FIBERMESH
W
W
fi 0 MIN.
Of
U J
Z LL
SMB
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ILE`
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(2) #Iz SMS INTO BEAM GIRT
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Z
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(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
U
LL N J
TOP VIEW
4' MIN. SLAB
Ill � f a
w/FOOTING L5'xS.E°ALUM. STRAP
Z
WHO 1/4' DIA. X 2-1/4'
O
K
DETAIL "L" CORNER GUTTER
ANCHOR
(TAPONTCOOR EOUAL)
O
a
DESIGN DATE:
12/02/2019
CONNECTION SCALE: N.T S
DETAIL "I -I" CABLE CONNECTION REVISION is DATE
DETAIL "K" GUSSET CONNECTION AT FOUNDATION SCALE: N.T.S. REVISION 2: DATE PAGE:
SCALE: N.T.S. DRAWN BY: KMM
SCALE: NTS 4
3116" 5052-1132 GUSSET
#14 SMS @ 1 1/4" O.C.
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) 910 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
1 1/4" (TYPICAL) °
°
2"X2" X 1/8" X 4" ANGLE
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED BELOW
CORNER
(2) #10 X 1 1/Z'
THRU SCREW BO:
6"
1" X 2" O.B. FASTENED TO CORNER
POST W/ #12 X 1 1/2" SMS AT 6" FROM
TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
1/8" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREWANCHOR INTO
CONCRETE
5•Xe�
SLAB/FOOTING
SEE PLAN
REVIEWED N`ae
s 6.
NOTES:
CODE COMPLOAP
NOTES:
1. CONNECTION DETAIL
1. GUSSET DIMENSION
ON MINIMUM (2)
AT EAVE RAIL SIMILAR
SIDE VIEW
�
ST. LUCIE Ca_UN'
COUN
REO'D (1) EA SIDE OF BEAM -MAYBE
SIDE BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
CORNER K-BRACE DETAIL
B®CC
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING
SCALE: N.T.S.
3. GUSSET LENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE...
GUSSET PLATE
PER ESERIES
SELF MATING
BEAM
L2 J
2"X2"X7/8" ANGLE X 4" LONG
(4) 914 X 3/4" SMS
INTOPOST
CORNER POST W/ 1"X2" @
BACKSIDE
PROVIDE 914 X i"INTO EACH
ANGLE
EXTERIOR
CORNERPOST EAVE RAIL
3" x 2" z 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
7" x 2" Q.B.
PATIO SECTION
(3) - 912 z 3/4" S.M.S.,
EACH SIDE AS SHOWN
(1/2" MIN. PLATE EDGE
DISTANCE 8 GC
O 3" x 3" x 0.050" MIN., 6063-T6 ALLOY
FASTENER SPACING)
O O PLATE DR STRONGER (ONE SIDE) WITH
O (3)-412x3/4"S.M.S. EACH SIDE AS
SHOWN (318' MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
K-BRACE
F
AL "K"-BRACING
ECTION DETAILS
1"X 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONTRACTOR TO INSTALL CONCRETE SCREWANCHOR
(2) 914 X2" SMS THRU BRACE. (MIN. 1 1/4" EMBED)
INTO BEAM THRU GUSSET 6" MAX EACH SIDE OF POST
PLATE AND 24"O.C. MAXI.
DETAIL #2
K-BRACE
2 x 0.093
BRACE (TYP
m
_/I 3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 114"0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "K"-BRACING
CONNECTION DETAILS
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
A 4 SCALE: NTS
6" x 5" x 0.050" COLUMN
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER 2x2x0.093
BRACE(TYP.)
K-BRACE
2 x 3 x 0.070 CHAIR RAIL
O
i
O O i O GIRT(CHAIR RAIL)
K-BRACE O
O O;
O /
2 x 2 x0.093
BRACE(TYP.) (11 TOTAL)-#12 x 314"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "K"-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
1
2X 'FASTENED TO ROOF
BEAM W/(2) #10xl-I/2'SMSIMO
EACH SIDE TYP.
0F'P� O O
GP�Q-Qs� O O GP�Q-Q�P
O O
Q0 O Q
0 0
FRONT VIEW 3/4"$M
7W' FASTENED TO ROOF
i/(2) # 10.1-1/2' SMS INTO
CREW BOSSES EACH END
CARRIER BEAM,
252 FASTENED TO ROOF 2X7' FASTENED TO ROOF
u/(2)#10.1-1/2'SMS INTO 252h0.125' BEAM W/(2) # I Ox 1 -1 /2' SMS INTO
(CREW BO$$ES EACH END RECEIVING CHANNEL SCREW BOSSES EACH END
� I CARRIER BEAM
GQC¢-RS2�
GQ�pes2�
FRONT VIEW �3/4"SMS SEE TABLE FOR
QUANTITY (TYP. EACH SIDE)
JTYP/EACH SIDE) ABLE FOR
QUANTITY
2X250.125'ANGLE
EACH SIDE TYP.
O .._. ____ _...._... __....___.
TO CARRIER BEAM
O
O
O 3/4"SMS SEE TABLE FOR
QUANTITY (TYP. EACH SIDE)
3/4"SMS SEE TABLE FOR
SIDEVIEW QUANTITY PP. EACH SIDE)
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: NTS
RECEIVING CHANNEL
ROOF BEAM (SLOPED OR FIAT)
(NOTE USE SIMILAR DETAIL FOR
O i TO CARRIER BE
0
0
3/4" SMS SEE TABLE FOR
QUANTIN (TYP. EACH SIDE
TABLE
SIDE VIEW QUAONTITY3(TYPS EACHESIDE)) FOR
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: NTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
ROOF BEAM TO C.B. W/
1 /8" ANGLE TABLE
BEAM
SIZE
QUANTITY/SIZE EA.
LEGTOBEAM
2x4
(4)#12 OR(2)#16
2x5
(5)#12 OR(3)#16
2x6
(5)#12 OR(3)#16
2x7
(61014 OR(4)016
2x6
(7)#14 OR(4)#16
2x9
(8)#14 OR(5)#16
2x10
(9)014 OR(6)#16
ROOF BEAM TO C.B. W/ REC. CHANNEL TABLE
BEAM
SIZE
QUANTIFY/SIZE
LEG TO BEAM E/S
QUANRTY/SIZE
TO BEAM. INTERNAL
2x4
(4)#12 OR(2)#16
(8)#12 OR(3)#16
2x5
(5)912 OR(3)#16
(10)012 OR(3)#16
2x6
(51 # 12 OR (3) # 16
110) 9 12 OR(4)#16
2x7
(6)#14 OR(4)#16
(12)#14 OR(4)#16
2x8
(7)#14 OR(4)#16
(12)#I OR(6)#I6
2x9
(8)#14 OR(5)016
(14)914 OR(6)#16
2x10
(9)#14 OR(6)#16
(14)#12 OR(7)#16