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 & SEI7
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 ESE
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
32 ESE
VERTICAL PRESSURES ON SCREEN SURFACES =
9 ESE
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'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 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.
I. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
ARE FOR TERMRES 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 V 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.
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ALUMINUM SPECIFICATIONS
ALUMINUM MEMBERS DIMENSIONS
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1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
(4Q • ��
A.•
w
OTHERWISE. NOTED.
HOLLOW SECTIONS
Q ; kr N LL
2. ALL SELF MIRING BEAM SECTIONS ARE TO BE STITCHED WITH
2 x 2: 2'k2'k0.044"
= Z 2 W O Q
N
# 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
2 x 3: 2'k3"x0.050"
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3. ROOF BRACING SHALL BE A MINIMUM 2X2"X.050".
2 x 4: 2'x4'k0.050"
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e
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
2 x 5: 2"x6k0.050"
; uj •,) Z /n
O
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
�/ •'
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b
INCHES.
OPEN BACK SECTIONS
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5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
I x 2: 1'k2'k0.044"
6" •...... .`\
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WIND SPEEDS EXCEED 75 MPH PER FBC.
1 x 3: 1'k3'x0.045"
i�`� {x pR��
6. SCREEN MATERIAL SHALL BE I8/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING TLC.
SNAP SECTIONS
5. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED
2 x 2 SNAP: 2"x2x0.045"
INTERCHANGEABLY.
2 x 3 SNAP: 2"x3'k0.050"
U
2 x 4 SNAP: Z'x4'k0.045"
I CD L0
FASTENER SPECIFICATIONS
SELF MATING (SMB)
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
2 x 4 SMB: 2'x4'k0.044'4.100"
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
2 x 5 SMB: 7'x5"x0.050"x0.100"
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2 x 6 SMB: 7k6'k0.050'k0. 120"
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
2 x 7 SMB: 2"x7'k0.057'k0.120"
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
2 x 8 SMB: 2"x8'14.072'14.124"
3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" GALV. LAG
2 x 9 SMB: 2'k9"x0.082'k0.124"
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
2 x 10 SMB: 2"x10"x0.092'k0.398"
SPECIFIED.
4. I"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
DETAIL A
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'k4'k0.044'k0. 100"
UNLESS OTHERWISE INDICATED.
REVIEWED
±
200� '07cci
RESPONSIBILITIES REVIE F9YED FOR
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODE C
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL COMPLIANCE
BE NOTIFIED OF ANY DISCREPANCIES. �+ A �1
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, ST. LUCIE COUNTY
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH �O!1SC/1C
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS. /
3. FOR "PICTURE WINDOW' MODIFICATION TO EXISTING SCREEN ZiO 2.p
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.
I
1X2
2X2 DJ
2X2 DJ
0
r
1 2X5SMB
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2XSSMB
N
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1X2
4'-0'
MONO DECK
O5 SODDED GRADE SLAB OPTION
V; /VA
/i (I)a5BAR
8" CONTINUOUS
FOOTING NOTES
I. PROVIDE 1-1 /2' COVERAGE TOP, SIDES, BOTTOM 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
5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS
6. PROVIDE 25 ESE BEARING (TYPICAL) UNDER FOUNDATION
]. SEE GENERAL NOTES FOR TYING INTO EXISTING FOUNDATIONS
8. SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION S. SPECS.
DETAIL "J" FOOTINGS
SCALE: NTS
HOST 18" O/H STRUC. GUTTER
2X3X.050 DIAG. BRACE TYP.
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REVIEWED FOR
®®E C®MPLIANCE
ST• LUCIE//�►►Cpp++OUNTY
BOCC
3/16° ALUMINUM GUSSET
2"x PURLINS(SEEA-1 PLATE
NOTE: 2z4 SMB BEAM ONLY REQUIRES 4' FOR SIZE) ATTACHED TO #14 SMS
WIDTH GUTTER BRACKET W/ (2) 3/8" LAGS BEAM W/ MIN. (4) 410x1 SMS
N O p O O
EXTRUDED GUTTER BRACKET W 0 `\
Ea BEAM wi (a) #124/a•• °
S.M.S. INTO GUTTER LIP q) 3�g• LAG SCREWS (aJ 1-1/2" 0 O O 1\ T& Q
SPACING@ EA GUTTER BRACKET O 2 O
10)04.045' OPEN & (1) ®120.C. MAX -MIN EMBEDMENT \ O \
BACK W/ (2) #12x2" SHALL BE 2" `\` O 0 O 0 O 0 \\ 1
INTO GUTTER & (1) 912x \
2'Q24°O.C. `\ 0-
0,
O�
N\\ 53PLESP s)
5E
p
BEAM O
0
ANGLE W/ (2) #14x. `THE HOST STRUCTURE SHALL
S.M.S. INTO BEAM ON EA SIDE HAVE AT LEAST A 7'x4"
(4) INTO GUTTER FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
OPTIONAL: 2"x2"x0.062' 4)#14x314"S.M.S. VERIFY THIS AND IF
RECEIVING CHANNEL W/ (2) INTO GUTTER EA SIDE SMALLER CONTRACTOR
#10x3W EA SIDE TO SHALL BRING STRUCTURE UP
COVER EXPOSED BEAM TO A 2"x4" FASCIA AND
ENSURE LESS THAN A 7-0"
OVERHANG
GUTTER BRACKET & BEAM ATTACHMENT DETAIL
SCALE:NTS
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10xS/W S.M.S. MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES MINIMUM.
3. HINDS SHALL BE ATTACHED TO DOOR WITH (4) #10x5W S.M.S. FASTEN A
1'x2'x0.0W TO UPRIGHT W/ #12x1-S.M.S. [? 12' O.C. AND WITHIN T FROM
END OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
SCALE:NTS
BEAM SCREWS
2'x4'SMB
6
2"xS"SMB
6
Z'X6'SMB
8
2"x7' SMS
8
2°xB"SMB
10
2'x9"SMB
10
21%1U"SMB
12
BEAM
'B'
"N'
"S7'
-S2-
'ST
2X4
12
4
3/4"
1 1/2"
16"
2X5
12
4
3W
1 12'
16'
2X6
16
5
1'
1 12'
19"
d7.75'
2X7
20
6
1'
1 1/2"
22"
2X8
24
7
1'
13/8"
23°
2X9
24
7
1"
13W
23"
8.75"
2X10
28
8
1'
1 1/4'
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 MAY BE INTERNAL OR
EXTERNAL
5. INTERNAL SCREWS FOR PURLIN
CONNECTION MAY BE INCLUDED IN
TOTAL NUMBER OF SCREWS.
6. GABLE SPLICE LMLL HAVE THE SAME
PATTERN.
BEAM SPLICE GUSSET DETAIL TYPICAL
SCALE:NTS
MAINTAIN MIN, OF SZ' 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) 104-SMS IWO SCREW
BOSS
1"x2' OPEN BACK EAVE
RAIL ATTACHED TO
UPRIGHT W/ (2)
910x1 12' SMS INTO SCREW
BOSS
#10x1 12" SMS 24" C/C
(SEE TABLE ABOVE)
SELF -MATING BEAM
SHALL BE NOTCHED
FOR UPRIGHT
0
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O oil
0 O
11
UPRIGHT TO BEAM CONNECTION -ALL WIND ZONES
SCALE:NTS
11/2X1/16" PLATE
(TOP OR BOTTOM)
1"x2" FASTENED TO COLUMN
WITH (2) #10x1 12" SMS
INTO SCREW BOSSES FOR
SMB OR SNAP COLUMN
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-2"x2° EDGE BEAM
(UNLESS OTHERWISE
SHOWN ON SHEET 5-2)
'--{2) #10x3" SMS
INTO SCREW BOSSES
CONNECTING EDGE
\ BEAM TO PURLIN
-7"x2' SNAP
NOTE: A RECEIVING CHANNEL (1/16' THICKNESS)
WITH (4) 410z3/4" SMS AT EACH CONNECTION MAY
BE USED IN PLACE OF THE (2) 410x3" SCREW BOSS
CONNECTION.
SLOPED OR FLAT PURLIN CONNECTION DETAIL
SCALE:NTS
EDGE MEMBER
OR PURLIN
910x4' SMS INTO SCREW
SSES FOR EDGE MEMBERS
0.0625" 6063-TG FLAT PLATE
W/ (12) # 10x3/4- SMS
(MIN. 1/2' EDGE DISTANCE)
/ -EDGE MEMBER
R I, V11EU1%E® F®R
C C G®IINPLIANCE
S . LlIC1E C®UN7"Y
13OCC
ROOF BRACING CONNECTION DETAIL
SCALE:NTS
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DESIGN DATE:
06/04/2020
REVISION 1:
DATE
REVISION 2: DATE
PAGE:
DRAWN BY: _--
SCALE: NTS
(4) #10x3/4"SMS
FASTENING SECONDARY
ANGLE TO COLUMN
(TYP EACH SIDE)
(B) aV 0 CONCRETE SCREW —
ANGLE
ITYP EACH SIDE)
(SEE TABLE)
ANCHOR SPA
(MIN) (TYP) (SEE TABLE)
COLUMN
SIZE
31W 0
CONCRETE SCREW
ANCHOR
B
MINSPA
2X3
0
0
2X4
1
3
2X5
1
3
2X6
1
4
2X7
1
5
2X6
2
3
2X8
2
4
2X10
2
4.5
NOTES:
SECONDARY ANGLE MIN
0.125- THICK (NOT
REQUIRED FOR 2x3
MEMBER)
WxD.125°ANGLE
2)#10x3W SMS FASTENING
COLUMN TO PRIMARY ANGLE
TYP EACH SIDE)
'x2'BASEMEMBER
TYP EACH SIDE)
1) 3W 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
SCREW ANCHOR Q
24° O.C. BETWEEN COLUMNS
(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 3/4° AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTH
AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER
DECK IS PRESENT.
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 CONNECTONS SIMILAR IF
CONCRETE LIBEL 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
OPTION #1
(4) #10x1 112- SMS
INTO SCREW BOSSES
OPTION #2
2'xZ' OR 2"x3`
MEMBER i .062' ALUMINUM INTERNAL OR
EXTERNAL RECEIVING CHANNEL
W/ (4) #10x3/4" IMO BEAM OR
UPRIGHT (2)#14x3/4"EA LEG INTO
GIRT OR PURLIN(0.062' ANGLE
I 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
PTION
°x2'x1/8°ANGLE
CLIP BY
MAY BY PLACED ON
,�*OPTION25
OR SIDE OF DECK W/
yOR"SLEEVE
4)PTOP4'SMS
O O
(TYP TOP AND SIDE)
LOR
O O
DOUBLE COMPRESSIONNOTE:
WHEN USING OPTION#2
SLEEVES
/8-DIASTPJNLESS
CONNECTION CABLE MUST BE
STEEL CABLE
6"OF OR
4'NOMINALSLAB
PRIMARY MEMBER.WITHIN
MINIMUM
3/8° WELDED STAINLESS
STEEL EYE BOLT
3/8'OX3"MASONRY
(8)#14x3/4 SMS
ANCHOR (MIN 33/4-
00 PSI CONCRETE W/
EMBEDMENT
4- SLAB ONLY
WELDED WIRE OR
SIDE VIEW
FIBERMESH
1°0(MIN)WASHER
.125' STAINLESS
HENEATH NUT
STEEL CABLE
2500 PSI CONCRETE W/
______�__'_
__
_ ____ ------
WELDED WIRE OR
O_________
TOP OF
FIBERMESH
O
O
o
O
CONCRETE
____
_____o_
O
TOP VIEW
j O i
3/8" 0 ADJUSTABLE EYE
4
O 1
BOLT FOR CABLE TENSION
��Y/��epp�®
REVIEWED
4°NOMINAL SLAB
O 4
FOR
MINIMUM
OPTION#2
i0'
n n
/8"0STAINLESS
CODE COMPLIANCE
`
STEEL CABLE
ST.
11/2'X51/2"ALUMINUM
OPTION
LUCRE COUNTY
STRAP (2)3/8"OX3'
TI
USE WITH FOOTING
MASONRYANCHOR
®®C
(MIN 33/4'EMBEDMENT)
2'x1/8'EXT
2"xRUDED ANGLE
1� C
4
ON 45°ANGLE
SIDE VIEW
CABLE TO
FOUNDATION CONNECTION
DETAIL
OPTION #1
SCALE:NTS
CABLE CONNECTION AT CORNER
SCALE:NTS
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