HomeMy WebLinkAboutAPPROVED EngineeringGeneral Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150).
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +/- 1% - ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
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 OF 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 Y-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE 7th
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
7. VXTWO.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4" 0 X 1-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G-185.
I L FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART 1-A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 7th EDITION (CHAPTERS 16,20 & 23).
F. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. TYP -- TYPICAL
2. SIM -- SIMILAR
3. UON -- UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
5. VIF -- VERIFY IN FIELD
G. RESPONSIBILITY:
I. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR.
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
1. 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 SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7th EDITION R 4501.17 IN
ITS ENTIRETY.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH
MINIMUM 3000 PSI GROUT.
5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF: 12 PSF
SCREEN WALLS: 43 PSF
SOLID ROOF (MWFRS): N/A
150 MPH
116 MPH
1
C
FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
6. LIVE LOAD:
300 lb. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. EXISTING FOOTING (MIN. 12"X12" LINEAL FOOTING) MEETS THE REQUIREMENTS TO
RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: MANSARD
10. SOLID ROOF TYPE: N/A
ALUMINUM STRUCTURAL MEMBERS 1INDEX:
HOLLOW SECTIONS
2 x 2:---------------------------------------2"
x 2" x 0.044"
2 x 3:---------------------------------------2"
x 3" x 0.050"
2 x 4:---------------------------------------2"
x 4" x 0.050"
2 x 5:---------------------------------------2"
x 5" x 0.050"
3 x 3:---------------------------------------3" x 3" x 0.125"
OPEN BACK SECTIONS
1 x 2:----------------------------------------
1" x 2" x 0.040„
1 x 3:---------
--------------------1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 SMS:----------------------------------2" x 2" x 0.045"
2 x 3 SMS:---------------------------------2" x 3" x 0.072"
2 x 4 SMS:--------------------------------- 2" x 4" x 0.045"
3 x 3 SMS:--------------------------------- 3" x 3" x 0.090"
SELF MATING (SMB
2 x 4 SMB:----------------------
2" x 4" x 0.044" x 0.100"
2 x 5 SMB:----------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMB:----------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMB:----------------------
2" x 7" x 0.057" x 0.120"
2 x 8 SMB:----------------------
2" x 8" x 0.072" x 0.224"
2 x 9 SMB:----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB:-------------------
2" x 10" x 0.092" x 0.374"
2x2:
TUBE SECTIONS
--2" x 2" x 0.090"
S-1 GENERAL NOTES
S-2 DRAWING
S-3 DETAILS
S-4 DETAILS
Digitally
signed by
Joel A
xe`,, pPl w"O1,i
t'�E"'f�
Fa la rdea u
_ Ro.70887 _
. ._
" °TAM .Date:
IEDA" IDiPpp•OR1�P �c
P� O
�I, SBIONA�EN\�
2021.04.12
16:02:23
-04'00'
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.f bcplans. corn
C.O.A.429054
DATE: 04/07/2021
DRAWN BY: BB
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 21_0325_491
PROJECT ADDRESS:
ZEEK
15358 NAVION DR
PORT ST LUCIE, FL 34987
CONTRACTOR:
TRIPOD ALUMINUM INC.
6915 VICKIE CIR
MELBOURNE, FL 32904
NOTES
S-1
F DOOR LOCATION MAY BE DETERMINED
S-3 IN THE FIELD BY THE CONTRACTOR.
_T—
O N
I X
O N
I X
0
r-N
X
I�
X
I�
I X
OON
IX
L
1x2
X X
N
2X5SMB
M N
X X
N
1x2
1V9
S-3
S-3
1x2
1 x 2
1 x 2
1x2
ZXZ
2x2
ZXL
1x2
1x2
1x2
1x2
1x2
1x2
+
11+�
2x2
2x2
2x2
2x2
2x2
2x2
2x2
2x�
2x2
2x2
2x2
2x2
2x2
2x2
Ln
m
m
m
m
m
m
m
m
(n
(n
(n
(n
Un
(n
(n
(n
N
N
00
B
00
00
X
N
X
N
X
N
X
N
X
N
X
N
X
N
S-3
X
N
X
N
2x2
2x2
2x2
2x2
2x2
2x2
x2
2x2
2x[
r
D
+i
S-3
2x2
2x2
2x2
2x2
2x2
2x2
2x2
2x2
2x2
S9'-8'
1x2
1x2
1x2
1x2
1x2
1x9
1x2
1x2
1x2
T CU CU
r- N X X
N N
^ 2x3 2x3 2x3
0
1
rn IL �1x2 1x2 1x2
(typ)�
m m m
Fi X X X
S-4 N N N
2x3 2x3 2x3 2x3
1x2 1x2 1x2 1x2
HE
ENGINEER OF RECORD:
David W. Smith P.E.
1x2
I
FLORIDA LICENSE: 53608
N
Thomas L. Hanson P.E.
X X
FLORIDA LICENSE: 38654
2x2DJ
o
Myron Max Neal P.E.
2x2DJ
�
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
X
X X
I
FLORIDA LICENSE: 70667
2X5SMB N
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
X
X
`14
X
Services, Inc.
Ln
6272 Abbott Station Dr. Unit 101
1
�p
2X5SMB
Zephyrhills, FL 33542
Ph#(813)788-5314
N
Fax# 1-(866)824-7894
N
N
r7
N
r-
E-mail-erb@fbcplans.com
X
N
X
X
N
X
I
Website-www.fbcplans.com
C.O.A.429054
2X5SMB
DATE: 04/07/2021
N
Xx2
00
DRAWN BY: BB
X
XREVISION:
DATE:
RO 1
J1
RO 2
RO 3
RO 4
:2 S-4 Job# 21_0325_491
N PROJECT ADDRESS:
N ZEEK
2x3 2x3 15358 NAVION DR
PORT ST LUCIE, FL 34987
J2 1x2 36" MANSARD RISE
S-4 x2
-4 CONTRACTOR:
TRIPOD ALUMINUM INC.
6915 VICKIE CIR
MELBOURNE, FL 32904
FLOOR PLAN
S-2_
_"X FASCIA DEPTH
"X.125"ANGLE FOR ALL
NON -PLUMB OR SQUARE FASCIA
SHALL BE USED WITH SUPER
GUTTER, ANGLE ATTACHED W/
ADDITIONAL 1/y" LAG @ 24" O.C.
EXTRUDED"Z"GUTTER
BRACKET REQUIRED AT
ALL BEAM LOCATIONS
(FOR 5" GUTTER, 8"
WIDTH, FOR 7" GUTTER
(1) 2" WIDTH EA SIDE
OF BEAM)
2" x 2 x 0.125" ANGLE
W/(2) #14 X 3/4" SMS
EA SIDE
'\
OPTION #2 1
) #14" x 2" WOOD SCREWS
APART THRU FASCIA & (3)
#12X 3/4" SMS THRU LIP
2" x 2 x 0.062"
RECEIVING CHANNEL
THE HOST STRUCTURE SHALL
W/(1) #12 X 3/4" SMS
EA SIDE
AT LEAST A 2"X4"
LHAVE
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
SMALLER -CONTRACTOR
1" x 2" x 0.044" OPEN BACK W/ (3)
SHALL BRING STRUCTURE UP
#14 X 2" SMS THRU 1"x2" INTO
TO A 2"14" FASCIA AND
GUTTTER &, W/ (2) #10 X 3" SMS
OPTION # 1 ENSURE LESS THAN A 4'-0"
THRU SCREW BOSS W/ BACKER
OVERHANG.
PLATE, OR W/ 2 X2 ANGLE EA.
SIDE W/ (2) #12 X 3/4" SMS
A GUTTER BRACKET & BEAM ATTACHMENT DETAIL
S' 3 N.T.S.
HINGE LOCATION
2" x _PURLINS (SEE S-2 FOR
SIZE)ATTACHED TO BEAM
w/MIN (4) #10 x 1 Y2" SMS
• \ • • •
1/8" (11 GA.) ALUMINUM
GUSSET PLATE
• �i16� 9
• � 7e
s •
4 X 3/4" SMS SHALL
MAINTAIN 1-1/4 O.C.
SPACING AROUND SECTION
W/ 8" GUSSET PLATE PER
SECTION
NOTES:
1. GUSSET DIMENSIONS ARE A MINIMUM OF 8" PER
SECTION PER SIDE OR 16".
2. TOTAL NUMBER OF SCREWS PER JOINT EQUALS 4
TIMES SECTION.
3. PLATE WIDTH SHALL BE DETERMINED ON DEPTH
OF BEAM, LENGTH SHALL STAY CONSISTENT.
4. GUSSET PLATES EXTERNAL OR INTERNAL.
S. INTERNAL SCREWS FOR PURLIN CONNECTION
MAY NOT BE INCLUDED IN TOTAL NUMBER OF
SCREWS.
6. GABLE OR HORIZONTAL SPLICE WILL HAVE THE
SAME PATTERN.
B #12 SMS BEAM SPLICE GUSSET DETAIL
S' 3 SCALE: NTS
OPTION #1:
2" X6" X.0625" PLATE W/ (4) #12
INTO PURLIN & (4) #12 INTO BEAM
EA SIDE, OR OPTION #2
2" x 2" SNAP EXTRUSION
q (2)#10x 3" SMS—
in
w
a
1" x 2" OPEN BACK SNAP EXTRUS
NOTCH POST AS N
'
ENGINEER OF RECORD:
David W. Smith P.E.
OPTION #2: 2" x
\-12"X.062
FLORIDA LICENSE: 53608
"ANGLE
W/ (4) #12 EA LEG
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
\_(4) #12 x 3/4" TEKS
EACH MEMBER
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
UPRIGHT
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
C SLOPED OR FLAT PURLIN CONNECTION DETAIL
S-3 SCALE: NTS
2" x 2"x2" ANGLE EA SIDE W/
#12 X 3/3" SMS EA I
SELF -MATING BEAM
SHALL BE NOTCHED
FOR UPRIGHT
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.f bcplans. com
C.O.A.429054
DATE: 04/07/2021
DRAWN BY: BB
(ZJ #14X 2" SMS CROSS 2" x 2" EAVE RAIL SNAP SECTION REVISION: DATE:
SCREWING BRACE TO BEAM71 (UNLESS OTHERWISE SHOWN
2" x 2" EXTRUSION RO 1
2" x 2" EXTRUSION ON S-2) - ATTACHED TO BEAM w/
(3) 1OX 2" SMS INTO SCREW
i BOSS
RO 2
HINGE LOCATION DOOR I I ROOF
1" X 2" OPEN BACK SNAP
EAVE RIAL I BRACE ATTACHED TO EAVE RAIL w/(1).
(3) 1OX 2" SMS INTO SCREW
(1) 1/4" 0 THRU I � BOSS
BOLT W/ NYLON LOCKING I (1) 1/2" 0 x 2 1/2" THRU BOLT
NUT OR THREAD LOCKING W/NYLON LOCK NUT, JAM NUT W/,
MATERIAL APPLIED W/ THREAD LOCKER MAY BE USED AS
HINGE LOCATION WASHER 1 1"FENDER WASHER ALTERNITIVE
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
F TYPICAL SCREEN DOOR CONNECTION DETAIL
S _ 3 SCALE: NTS
1- 1/2" X 5" .125" F
W/ (2) #14 X3/4"
ME]
E ROOF BRACING CONNECTION DETAIL
S' 3 SCALE: N.T.S.
(1) #12X 3/4" SCREW
(ONE ABOVE, CENTERED & ONE
BELOW CENTERED)
" (MIN) UPRIGHT
NOTE:
INSTALLATION OF THRU BOLT:
BOLT IS NOT BE TIGHTENED AS TO
DISTORT ALUMINUM MEMBER.
/ L 1 UPRIGHT TO BEAM CONNECTION - THRU BOLT
S' 3 SCALE: NTS
IRO3 I I
RO 4
Job# 21_0325_491
PROJECT ADDRESS:
ZEEK
15358 NAVION DR
PORT ST LUCIE, FL 34987
CONTRACTOR:
TRIPOD ALUMINUM INC.
6915 VICKIE CIR
MELBOURNE, FL 32904
DETAILS
S-3-
2" x 2 x .125" ANGLE
UPRIGHT - TYP
2"X2"X.125" ANGLE W(1) 1/2" CAP
SCREW w/ NYLOCK JAM NUT - IN LIEU
SECONDARY
OF NYLOCK JAM NUT, JAM NUT w/
2"X2"X.125" ANGLE W/
THREAD LOCKER MAYBE USED
(3) #12 X3/4" SMS EA.
TIGHTEN TO CONTACT - DO NOT
SIDE ADD (1) #12 FOR
OVER TIGHTEN.
EVER1"INCREASEIN
UPRIGHT SIZE & ANGLE
O O 1" x 2" O.B.
LENGTH
2"x6" SMB EXAMPLE
L"
J
OPTION #1
OPTION #2
n n
a
(4)#10 x 1 X" SMS
RECEIVING CHANNEL
2"X2"X.125" ANGLE W(1)1/2" CAP
INTO SCREW
OR ANGLE EA. SIDE (typ)
SIDE VIEW SCREW w/ NYLOCK JAM NUT - IN LIEU
PROFESSIONAL ENGINEER SEAL
BOSSES
(.0625" THICKNESS)
OF NYLOCK JAM NUT, JAM NUT w/
ENGINEER OF RECORD:
THREAD LOCKER MAYBE USED
TIGHTEN TO CONTACT -DO NOT
OVER TIGHTEN.
David W. Smith P.E.
(1) 1/4" 4 x 2-3/4"
— — — — —
® — — — —
— — — —
EMBEDMENT MIN.
1" x 2" BASE PLATE ANCHORED TO
FLORIDA LICENSE: 53608
2"X2" OR 2"X3"
(2) #10x 3/4" SMS
SECONDARY ANGLE
CONCRETE W/ 1/4" I X OF
TYPE SCREW EACH SIDE OF UPRIGHT
Thomas L. Hanson P.E
PURLIN OR GIRT
EA. LEG
(typ) )
IN ANGLE AND 24" O.C. MAX-1-3/4"
FLORIDA LICENSE: 38654
(TOTAL 6 SCREWS R.C. (8)
— —
— EMBEDMENT
SCREWS ANGLE EA.
— —
Myron Max Neal P.E.
CONNECTION)
FLORIDA LICENSE: 86663
a
a
Joel Falardeau P.E.
a
a .
FLORIDA LICENSE: 70667
H PURLIN OR GIRT BEAM OR POST DETAIL
Erik Stuart P.E.
S-4
SCACA LE: NTS
NOTES:
FRONT VIEW
1. ALL ANGLES SECURING UPRIGHT TO CONCRETE SHALL BE 2"X3"X2"X.125" OR
FLORIDA LICENSE: 77605
2"X2"X2"X.125" W/ (1) TAPCON
PER- ANGLE. MINIMUM (2) ANCHORS PER UPRIGHT (typ).
2. OTHER CONCRETE ANCHORS
OF EQUIVALENT SPECIFICATIONS MAY BE USED.
lneerin
FBC PIariS & Engineering
3.2"x2" THRU 2"x5" SMB SHALL
HAVE PRIMARY ANGLE ONLY-2"X6" SMB & ABOVE SHALL
g
USE SECONDARY 2"X3"X2"X.125" ANGLE W/ (3) #12 x 3/4" SMS & (1) 1/4" 0 X 2" TAPCON
Services, Inc.
CONCRETE ANCHOR PER SIDE.
6272 Abbott Station Dr. Unit 101
Ci 2" x 2" HOLLOW OR LARGER UPRIGHT TO CONCRETE DETAILS
Zephyrhills, FL 33542
S_4
SCALE:NTS
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.f bcplans. com
C.O.A.429054
.125" MIN. GUSSET
PLATE W/(14)# 12X
®
DATE: 04/07/2021
®
K- BRACE 3/4" SMS INTO
® ® 0 EAVE
DRAWN BY: BB
RAIL
— — —
®
K-BRACE
REVISION:
DATE:
1
1/4" MIN. GUSSET
GIRT ®RO
ll
PLATE W/(8)# 12X
3/4" SMS INTO
GIRT
RO 2
RO 3
CORNER POST
4" (MIN) UPRIGHT
K- BRACE
RO 4
OUTSIDE CONNECTION
OUTSIDE CONNECTION
Job# 21_0325_491
I I
®® I .125"MIN. GUSSET
PROJECT ADDRESS:
® PLATE W/(14)# 12X
ZEEK
® ®
K- BRACE.
I 3/4"SMS INTO
15358 NAVION DR
EAVE
® RAIL
—
— I _
PORT ST LUCIE, FL 34987
4"14"10.125"MIN.
K-BRACE
I I
®FNII
CONTRACTOR:
PLATE W/ (8)
#12X3/4" SMS
\
GIRT
® i I GIRT
TRIPOD ALUMINUM INC.
CORNER POST
I
6915 VICKIE CIR
INSIDE CONNECTION
4" (MIN) UPRIGHT
MELBOURNE, FL 32904
K- BRACE
11
INSIDE CONNECTION
CORNER K-BRACE CONNECTION
DETAILS
SCALE: N.T.S.
Z
INTERMEDIATE K-BRACE DETAIL
S_q
SCALE: N.T.S.
S-4