HomeMy WebLinkAboutPLANS.DESIGN CRITERIA:
'APPLICABLE CODES REGULATIONS & STANDARDS
tL 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 7
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: D
3. WIND LOADS PER ABC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = D
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES =
51 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
40 PSF
VERTICAL PRESSURES ON SCREEN SURFACES =
14 PSF
VERTICAL PRESSURES ON SOLID SURFACES =
42 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 9k8" 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:
c. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
1. PORTLAND CEMENT TYPE 1 - ASTM C 150
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
N. AIR ENTRAINING +/- I %- 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 AI85
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 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 TOOTER 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
ui
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
2 x 2: 2x2'k0.044"
a
�'
.r
#12 SCREWS b" FROM ENDS & 24" CENTER TO CENTER.
2 x 3: 2"x3'k0.050"
w
N
3. ROOF BRACING SHALL BE A MINIMUM 2'X2"X.050".
2 x 4: 2"x4'k0.050"
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
2 x 5: 2"x5'k0.050"
v
a
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
`
„y
INCHES.
OPEN BACK SECTIONS
V C9
^�
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
1 x 2: 1'k2'k0.044"
w
WIND SPEEDS EXCEED 75 MPH PER FBC.
1 x 3: 1'k3"x0.045"
�'
UJ
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
SNAP SECTIONS
10
c
5. 1"X2" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED
2 x 2 SNAP: 2'k2'k0.045"
INTERCHANGEABLY.
2 x 3 SNAP: 2'k3'k0.050"
2 k 4 SNAP: 2'k4'k0.045'
1 0 in
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 4
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 I"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. i
MISCELLANEOUS I
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 N
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'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 STRUCTPIALLY SOUND. i
SELF MATING (SMB)
2 x 4 SMB: 2x4"x0.044'k0. 100"
2 x 5 SMB: 7k5'k0.050'k0. 100"
2 x 6 SMB: 2'Sc6k0.050'k0. 120"
2 x 7 SMB: 2'k7'k0.057x0.120"
2 x 8 SMB: 2'k8"x0.072"4.124"
2 x 9 SMB: 2'k9"x0.082"x0.124"
2 x 10 SMB: 2'k10"x0.092"x0.398"
DETAIL A
SCANNED
BY
St. Lucie County
REVIEWE
CODE CONIIANCE
ST. LUCIE COUNTY
BOCC
OEC 0 9 tots
FILE COPY
8'-6" -------
1X2
2X3 DJ
2X3 DJ (4
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1
I. HAND -RAILS SHALL BE DESIGNED IN ACCORDANCE
WITH FBC 6TH EDITION )2017) SECTION R311.78;
2. GUARD-RAILS SHALL BE DESIGNED IN ACCORDANCE
WITH FBC 6TH EDITION SECTION R312
1p
4 PER PAGE-3
VIVI
RESIDENTIAL GUARD RAIL DETAIL
SCALE: N.T.S.
HOST 24" O/H
3" X .024" X 1LB
COMPOSITE PANELS
3003-H154
1/4"-1' SLOPE (MIN.)
(FL.# 7561.1-R4)
W
a
a
C
c
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Ti2m)
6
MATERIAL LEGEND:
0
F X 1"X.044" PICKET)
2" X3" X.050TOP RAIL
2'X 2"X.050'POST
U r•
N
J O
En
IX2 INSTALLATION NOTES:
J r
0
I -FASTEN PERIMETER TO ALUM EAVE RAIL W#12X 1-1/2 SMS
co
-2X2 SMS TOP CAP
24"O/C AND WITHIN COF INTERSECTING MEMBERS AND JOINTS.
-
(h
2-FASTEN PERIMETER TO MASONRY WI/4"X2-1/4"OUICKSEi
24" O/C AND WITHIN 6' OF INTERSECTING MEMBERS AND JOINTS.
Z
Q O
0:
SO TUBE WALL PICKETT
PICKER 8 POST ASSEMBLY NOTES:
U
U
U
.04C
ZED TO REJECT 4" SPHERE
1-FASTEN CHAIR RAIL (INTERNAL)TO PERIMETER W/)4) #IOXI-1/2'
U
�"
SMS INTO SCREW BOSS OF CHAIR RAIL.
2-FASTEN PERIMETER MEMBERSAT CORNERS(INTERNAL) W (2)
.-I
Lij
O
Q pp —
,OST
'OST
# X OSSES.
SMS INTO SCREW BOSSES.
i�
F EN PI 1/2"SMSTHROUGH
PNGM
W Q
Lo •C
'OPEN
INTERSECTING
IMERSECTING MEMBER INTO PICKEITS
MEMBER
RINT PICK
BACK
SEE FIG I
Z L.L
ROM CHANNEL
�
W �
GENERAL NOTES D SPECIINDICATED
/ n
m
ERINA
STRUCTURES I AREDESIGNED T INSTALLED
1-THE STRUCTURES INDICATED
_
V
•�
EBE
FRAM
WITHI N MASON RY OR WOOD FRAME HOST STRUCTURES OFTHAT
0 r
STRUCTURAL THEH
CAPACITY. THE CONTRACTORSHALLSUFFICIENT
VIENTTRENGT HOST
Q
J N
I
GOOD PROPOSED N. OF SUFFICIENT STRENGTH
TO SUMINUM HE PR ADDITION.
OSED ADDITION.
W
0
SI STRENGTH REQUIREMENTS
INUM EXTRUSIONS
<
Q
OF ASTM B221MIN AFTER POWDER COATING.
OFAST ERGOMEET COATING.
3-ALL ALUMINUM EXTRUSIONS ARE TO BE MINIMUM 6063 T6
r1 Q
2X7SMB C.B.
0
N
1X2
2X3 DJ
2X3 DJ _
N
X
Tom' 1X2
" PICKETS 4" O.C.
� 024 F�SHING SEALED TO
WALL TYE.)
�LL IT
#I 4xI /Z'S.M.S. W1 INTEGRAL 3/4 OWASHER AND
0 NEOPRENE GASKET 0 12'O.C., TOP & BOTTOM.
0 IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE #14x4'SM.S.Wl 1-114 0 FENDER
WASHER AND NEOPRENE GASKET @ 12'O.C.
EXTRUDED OR BRAKE -FORMED ROOF HEADER
0 0
R RECEIVING CHANNEL (0.04N' MIN. THICKNESS)
WITH MIN. 1-112 BEARING LEG.
HOST STRUCTURE 1/4" 0 x 2-1/2'LONG WOOD �G SCREW OR
MASONRY OR WOOD 114'0 x 2-1/4'LONG MASONRY ANCHORS
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
EX "IN
0, TRU
INI
PRENE GASKET
BOTTOM
FORMED ROOF H
SECURE FASCIA TO EACH
RAFTER TAIL W/ (1) 1/4" 0 X 4"
LONG PAN HEAD LAG SCREWS \_.(U 1 /�'O x 2'l-AG SCREW @ 24" O.C.
BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
U ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL �/(4) #10IL75
INTO GIRT OR PURLIN & (2) 414.75'
(4) #10XIA/2'sms INTO INTO BEAM OR UPRIGHT 0.062 ANGLE
SCREW BOSSESJ CUPS MAYBE USED
PURLIN
MEMBER
OR
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
1/6X2X2XANGLE
(2) - 412 SMS INTO COLUMN
5032 H-32 ANGLE
ANGLE - EACH SIDE COL.
11W'MASONRY ANCHOR EACH
3000 PSI CONC.
SI-AB/ FTG
6X&10.10WWi�
OR ABERMESH
1/4'MASONRY ANCHOR
AT EACH ANGLE
2-1/4'MIN. CONC.--\
ANCHOR EMBEDMENT
O.B. BASE PILATE-TYP.
1-1/4'MIN-CONC.
ANCHOR EMBEDMENT
SIDEVIEW
(2) - 912 SMS
2'MILU INCREASE DISTANCE
WHEN GREATER THAN 2X4
UPRIGHT IS USED
HEAD MFG. OR EQUAL)
ROOF PER PLAN
# 144" SM.S. W/ 1-114'0 FENDER WASHER
AND NEC-PRFNE GASKET 0 12' O.C.
# 12 X 9/16!'W/ 516'NEO-WASHER
(3) PER PAN FOR PANS
EADER
THICKNESS) COVER END OF PANEL
# 14x,F'S.M.S. wl 1-1/4" 0 FENDER WASHER
AND NEO-PRENE GASKET 0 12'CC.
# 12 X 9/16*'W/ 5/9'NEO-WASHER
(3) PER PAN MR PANS
COVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
ALTERNATELY (4) # 10 INTO SCREW
BOSS OF UPRIGHT 2 MIN.
POST 'OPTIONALEXTRUDED GUTTER IS
ATTACHED TO 3 INSULATED ROOF
W/#I 2xl' 6'FROM ENDS 24'O.C.
POST TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
4
1'5C'BASE PLATE ANCHORED
TO CONC �/ I /,f* MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24"O.C. MAX
1-1/4' CONC. EMBEDMENT TYP.
3000 PSI CONC e NOTE
SLAB/ FTE. f WHERE PAVERS ARE PRESENT USE 5116'
L� TAPCON XL (RED HEAD MFG.) MASONRY
6x6- I Oxl 0 WWM FRONT VIEW ANCHORS TO PENETRATE UNDERLYING
OR FIBERMESH CONCRETE FOOTING 2-114� (MIN.)
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
-ANCHORING UPRIGHT TO FOUNDATION NOTES:
l.- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4" MIN. (TYP.)
2.- WHEN FASTENING TO WOOD USE 1/4" GALV. LAG SCREW IN LIEU OF CONIC. ANCHORS AND ENSURE
2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.)
.3, NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.
2-X2'XI/VANOLE UTTOFIT
WjRN.N"f.C..G__�
�Cll SIDE OF UPRIGHT TflP.
SEEUPRIGHTTODECK
CORRECTION DElWt_\\
3'X Z'X.05U'MIN.
(SEE PLAIN)
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
0
0
CARRIER BEAM 0
PER PLAIN 0
0
0
0
CARRIER BEAM
0 PER PLAN
MAY USE: (2) 3/3'DIA.
MACHINE BOLTS THEO
REC. CHANNEL & BEAM
IN UEU OF #14 SMS
BEAM TO COLUMN CONNECTION
DETAIL SCALE: N.T.S.
PROM DED
2'X2-XlJ8'ANGLECUTTOFff
SPACING MAY BE REDUCEDTO
w/N) 412,75E EACH SIDETYP.
24' FOR NONLOAD BEARING WALLS
ALTERNATELY CLIPS MAYBE USED
1/4- DIA. TAPCON RE FROM ENDS
DENNALLUNRIGHT 24' O.0 WX 1-114"EMBEDMENT
/�PRIIAARYUIUGHTPIRPLAN
/s,
PER PLAN INTO UNDERLYING CONIC.
ALUMINUM INTERNI OR EXETERN�L
RECENING CHANNELW/N) 410N.75'
INTO GIRT OR PURUN & (2) 914X75-
(4) #l0x2' SKIS INTO
INTO BEAR OR UPRIGHT 0.062 ARGUE
SCREW 8OGSEl
WPS MAYBE USED
CHNR PAL PER PIOUN
'ANGLE REQUIRED ON E SIDE ON
AT DONNER AND DOOR OPENINGS
WHERE KICK PLATE 15 INDICATED
MSTENW/#IOX9/16'SMS R)#10x2'WSINTO
1/4' DIA. TANCON RE FROM ENDS
2' FROM CORNERS S' IN FIELD SCREW BUSSES OR
MAKI-V4-EMBEDMENT
CLIPS WY BE USED
,,,,,.24'OC
NI DERDING CONC.
FOUNDATION PER PLAN
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.
0
0
ROOF PER PLAN
# 14x4" SM.S. wl 1-I W 0 FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C.
# 12 X 9116' W/ 5/8" NEOWASHER
(3) PER PAN FOR PANS
END OF PANEL
�-3' X 2' X A50' MIN.
(SEE PLAN)
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
ROOF PER PLAN
#14xf'S.M.S. W/ 1-1/4'0 FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C.
# 12 X 9/16' W/ 5/8' NEO-WASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
CARRIER BEAM CARRIER BEAM 0 CARRIER BEAM
(SEE PAGE-2 (SEE PAGE-2 (SEE PAGE-2
FOR SIZE) FOR SIZE) FOR SIZE)
3/8DIA. MACHINE (2) 3/8" DIA. MACHINE (2) 3/8' DIA. MACHINE
ILTS THRU CARRIER BOLTS THRU CARRIER BOLTS THRU CARRIER
4M & POST BEAM & POST Fp BEAM & POST
BEAM TO POST CONNECTION
OPTION #2 SCALE: N.T.S.
POST
BEAM TO POST CONNECTION
OPTION #2 SCALE: N.T.S.
MAY USE (4) #14xl"TEK TOP VIEW
IN LIEU OF THRUBOLTS
(3) 1/4" DIA. MACHINE
OF
POST
'OPTIONALEXTRUDED GUTTER IS
ATTACHED TO 3'INSULATED ROOF
W/# 12 0"6" FROM ENDS 24" O.C.
POST TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
MAY USE: (4) 3/9 x5' TAPCON
IN LIEU OF 1/2" DIA. BOLTS
I"
(2) 1/2' DIA. EXPANSION BOLTS
(3) 1/4" DIA. MACHINE
1
SEE NOTE #2 THIS PAGE
® ® BOLTS W/ WASHERS
2.
FOR BOLT PLACEMENT
I
3-3/4' FROM EDGE--[33/4"
FROM EDGE
OFSLAB/FTG.
OF SLAB/FTG.
(3)1/4"DIA. MACHINE
BOLTS w/WASHERS
TOP VIEW
-COLUMN PER PLAN
N'x4. POST
POST
-I/9',qX 3-3/4"
(2) 1/2'DIA. EXPANSION
(2)
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
FOR(SEE
FOR SIZE)
MAY USE (4)#14x1"TEK
(LENGTH) ANGLE
PLACEMENT
IN LIEU OF THRUBOLTS
(INTERNAL)
�2k4'k0.125 ANGLE
3D00 PSI CONC. ``,• �.
SLAB/ RG. '
6x6-10x10 WWM
OR FIBERMESH
FRONT VIEW
4X4 COLUMN ALT. BASE ATTACHMENT
DETAIL SCALE: NTS
3000 PSI CONC. _
SLAB/FTG.
6x6-IOxIOWWM �• .�
OR FIBERMESH
FRONT VIEW
4" M" POST CONNECTION DETAIL
SCALE: NTS