HomeMy WebLinkAboutFBC PLANS & 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 (1/41" PER CUBIC YARD MIN.) MEETING
APPROPRIATI ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERivIESH.
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 T-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-TS 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 6th
-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
VISIBLE WHEN PANEL IS INSTALLED.
7. VX2"X0.045" 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.
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 SX
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-S, 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.
11: 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 C001
�
ASTM C33
ASTM C26
ASTM 494 FILE ASTM A615 A615
ASTM A185�
FLORIDA BUILDING CODE 6th 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:
1. 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
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.
D. FASTENERS: I-L MISCELLANEOUS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1• ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WITH ACQ PRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WTHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC @COPYRIGHT
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 FLORIDA B UILDING CODE 6th
EDITION R 4501.17IN 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.
5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
6. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE
2"X2"X0.055" MATERIAL, UNLESS OTHERWISE NOTED ON 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:
9 PSF
SCREEN WALLS:
31 PSF
SOLID ROOF'(MWFRS):
N/A
COMPONENTS AND CLADDING LOAD:
N/A
150 MPH
116 MPH
1
B
0C,ANNE-D
BY
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 SCREEN MESH: N/A
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. EXISTING 9"X12" LINEAR FOOTING SHALL BE ADEQUATE TO RESIST THE UPLOADS
FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: MANSARD / FLAT
10. SOLID ROOF TYPE:
ALUMINUM STRUCTURAL MEMBERS
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"
TUBE SECTIONS
2 x 2:---------------------------------------2" x 2" x 0.090„
AL �
�" 0000a000 �?
o®�0 � ooL\c E �S�o� °a
> o No. 70667
o
a � o
o STATE OF
®Q
�o°a;�<O�i�P� s
, 9/'O�I, �NA I-
�Ne
JAB%J0�6%I4'%"
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
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 @ fb cplans,com
Website-WWw.fbcplans,com
C.O.A.429054
DATE: 07/17/2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 18 7,011_48
PROJECT ADDRESS:
CARPENTER / HOSKINS
9040 SC,ARBOROUGH CT
DORT ST LUCIE, FL 34986
CONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
S-1
0
N
0
1
I
I 4--j
U-) 1-11
L
1---12' - 6 "-1.1
0
I,
N
?x7 �AAR r:R
X
tolm
X
n- N
r-N
12'-6" GUTTER
f
HEIGHT THIS
S-4 SECTION
\ S-3
\ B _
\ S-3
2X2(typ)
I
I
I
o 2X2(typ)
I m CD m
G CN X co X X N
N N2X2(typ
014
rD
/ 2X2(typ) VNI
31 '-0"
J
^ /ter------r---^--I•------1•\
1 X2(typ) I \\\
X
m
m
m
m
m
X
0 N
N
N
LO
N
H N
N
N
S-4
-_-
2X2(typ)
0
1 X2(typ)
�5' -10
(tyP)
Ji
S-4 S-4
FILE COPY
S-3
O
I
0
M
12' - 6'i
Oo
°
�o N0.70667 0
STATE OF o Q
®m000d, O'c --°�4 O00000 F210 �� a
s0000a
0.
S/ONA-E�S000
PROFES61"L LIMINEER SEAL
ENGINIEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
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-efb@fbcplans.com
Website-Www,fbcplans,com
C.O.A.429054
DATE: 07/17/2018
DRAWN By; TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 18_7011_48
PROJECT ADDRESS:
CARPENTER / HOSKINS
9040 SCARBOROUGH CT -
PORT ST LUCIE, FL 34986
CONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST. .
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
THIS DOCUMENT SHALL NOT BE REPRODUCED
OR IN PART WITHOUT EXPRESSED
PERMISSION OF TRAC DESIGN,
I
OPTIONAL
Z-BRACKET 0,250" NOTE: 2X4 SMB BEAM ONLY REQUIRES 4"
WIDTH GUTTER BRACKET W/ (2) 3/8"
LAGS
5" OR 7"X 6' WIDTH X 0.250"
EXTRUDED GUTTER BRACKET @ (4) 3/8" LAG SCREWS @ 1-1/2"
EA. BEAM W/ (4) #12 X 3,14" SPACING @ EA. GUTTER BRACKET
SMS INTO GUTTER LIP & @ 12" O.C. MAX- MIN EMBEDMENT
1" x 2" x 0.045" OPEN SHALL BE 2"
BACK W/ (4)#14X 1-1/2"
INTO GUTTER & 24" O. ,�
BEAM
A
2" x 2" x'/8' X ALUMINUM
THE HOST STRUCTURE SHALL
ANGLE w/ (4) #14 x 3/4"
HAVE AT LEAST A 2' X4"
SMS INTO BEAM ON EA SIDE
FASCIA AND ROOF TRUSS
EA. LEG
SYSTEM, CONTRACTOR SHALL
VERIFY THIS AND IF
2"X2"70.062" RECEIVING
(4) #12 x3/4" SMS SMALLER- CONTRACTOR
CHANNEL W/ (2) #10X 3/4"
INTO GUTTER EA SIDE SHALL BRING STRUCTURE UP
EA SIDE TO COVER EXPOSED
TO A 2"X4" FASCIA AND
BEAM
ENSURE LESS THAN A 2'.0"
OVERHANG.
A
GUTTER BRACKET & BEAM ATTACHMENT DETAIL
S' 3
N.T.S.
BEAM
SCREWS
2" X 4" SMB
6
2" X 5 "SMB
6
2" X 6 "SMB
8
2" X 7" SMB
8
2" X 8" SMB
10
2" X 9" SMB •
10
2" X 10" SMB
12
FOR SLOPED BEAMS,
MAINTAIN ALL SCREW SPACING
FROM EDGE OF BEAM
2" x 2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN
ON S-2)�i
- ATTACHED TO BEAM w/
(3) 10X 2" SMS INTO SCREW
BOSS
1" X 2" OPEN BACK EAVE
RAIL ATTACHED TO
UPRIGHTw/(2
#10 x 1 %" SMS INTO SCREW
BOSS
#14X 3/4" SCREWS
(SEE TABLE ABOVE)
i
i
i
� 1ELF-MATING BEAM
-SHALL BE NOTCHEC
FORUPRIGHT
i
0 oil
9 oil
NOTCH OF INSIDE BEAM
(MIN) UPRIGHT
D UPRIGHT TO BEAMCONNECTION -ALL WIND ZONES
S_3 SCALE: NTS
BI
2" x _PURLINS (SEE A-1
FOR SIZE)ATTACHED TO,
BEAM w/MIN (4) #10 x 1 h"
SMS
0
e
0
ALUMINUM GUSSET
#12 SMS
•�'\ NAP
e a
0
o •\ �O
� A
• e1Js
0 0
534 EE�A E�
BEAM
"B"
"N"
"S1"
"S2"
"S3"
"S4"
2X4
12
4.
3/4"
1 "
16"
3.75"
2X5
12
4
3/4"1
1 "
16"
4.75"
2X6
16
5
1"
1 "
19"
5.75"
2X7
20
6
1"
1 "
22"
6.75"
2X8
24
7
1"
1 "
23"
7.75'
2X9
24
7
1"
1 "
23"
8.75"
2X10
28
8
1"
14"
24"
9,75"
EAVE RAIL
NOTES:
I. "N" NUMBER OF SCREWS IN ANY
DIRECTION.
2. TOTAL NUMBER OF SCREWSPER 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 WILL HAVE THE SAME
PATTERN,
B BEAM SPLICE GUSSET DETAIL TYPICAL
S-3 SCALE: NTS
(1) 3/8"0 THRU
BOLT W/ NYLON LOCKING
PU
UPRIGHT WEB LAPPED OVER PURLIN
W/ (2) #12X3/4" SMS EACH SIDE-
THRU UPRIGHT & PURLIN
2"X2"MEMBER ATTACHED TO
UPRIGHT W/ (3) #10XI-1/2" SMS-
INTO SCREW BOSS
1"X2"X0.045" OPEN BACK NOTCH POST
ATTACHED TO PURLIN W/ (2) AS NEEDED
#10X1-1/2" SMS INTO SCREW
BOSS
1"12"10,045" OPEN BACK
ATTACHED TO 2"X2"X0,045" UPRIGHT
EAVE RAIL MEMBER
#10X1-1/2" SMS J
@ 24" O.0
C SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL
S' 3 SCALE: NTS
FILE COPY
HINGE LOCATIO
(2) #10X3" SMS CROSS
SCREWING BRACE TO BEAM OR 2" x 2" EXTRUSIO
EAVE MEMBER (,125" BACKING
PLATE USED)
ROOF
BRACE
2"x" 2"x,125" FLAT
HINGE LOCATI01
HINGE LOCATION
DOOR
x 2" EXTRUSION
— _ NOTES:-
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #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.
E ROOF BRACING CONNECTION DETAIL
S-� SCALE: N.T.S.
F TYPICAL SCREEN DOOR CONNECTION DETAIL
S_ SCALE: NTS
�LARQ��
z � O a °o
o No. 70667 `
P -o STATE OF o
® °o
6 ' °°°
PROFE I o��LtN� INEER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
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
ZephyrhiJls, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
W ebsite-Www.Ibcplans,com
C.O.A.429054
IDATE: 07/17/2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 18 7011 48
PROJECT ADDRESS:
CARPENTER / HOSKINS
9040 SCARBOROUGH CT
PORT ST LUCIE, FL 34986
ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-3
THIS
SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
...
ROOF BEAM
2" X 2" X 0.062"
RECEIVING CHANNEL
(5) #12 X 3/4" SMS
(TYP EACH SIDE)
(2) ROWS OF (5)
#12 X 3/4" SMS--
#10 X 1-1/2" SMS @
12" O.C. MAX)CONNECTING
1" X 2" TO CARRIER BEAM
POST/ UPRIGHT
T12" X0.045" OR 1"X2"XO.045
OPEN BACK W/ (4)#IOX2"
THRU SCREW BOSS FOR 2"12"
OR (2) # 10X 2" FOR 1"X2"& W/ 00
(2) #12 @ GUTTER BRACKET 00
& @ 24" O.0 EA SIDE.
00
2" x 2" x 1/8" X3" ALUMINUM
RECEIVING CHANNEL MINIMUM
(6) #12 x 3/4" SMS EA. SIDE
(3) 1/4"0 MACHINE
BOLTS W/ 3/4" 0
WASHERSTHROUGH
CARRIER BEAM AND
POST
CARRIER BEAM
1" X 2" MEMBER
FOR SCREENING
(4) 3/8" LAG SCREWS @ 1-1/2"
SPACING @ EA. GUTTER BRACKET
& (1) @ 12" O.C. MAX- MIN EMBEDMENT
SHALL BE 2" 1
INTO BEAM & (8) INTO GUTTER SUPER GUTTER (5" OR 7")—
OR 5" OR 7"X0.250" 6" WIDTH
2"X2"XO.125 ANGLE W/ (6) # 12 EXTRUDED GUTTER BRACKET
X3/4" EA LEG (typ) @ EA BEAM W/ (4) #12 X 3/4
SMS INTO GUTTER LIP
Al TRANSOM CONNECTION DETAIL
S_A SCALE: NTS
OPTIONAL
EXTRUDED GUTTER
Z-BRACKET 0.250" BRACKET
2" GUTTER BRACKET REQUIRED
AT PURLINATTACHMENT
POINTS w/ (2) #12 X 3/4" SMS
INTO GUTTER LIP r
1" x 2" x 0.045" OPEN 1
BACK W/ (2)#14X
1-1/2" @ ANGLE &
(1)#12X 2-1/2" @ 24"
O.C. OR OPTIONAL
2")02 XIO 45"
PURLIN
00
00
THE HOST STRUCTURE
SHALL HAVE AT LEAST A
2"X4" FASCIA AND ROOF
TRUSS SYSTEM.
CONTRACTORSHALL
VERIFY THIS AND IF
SMALLER -CONTRACTOR
SHALL BRING STRUCTURE
UP TO A 2"X4" FASCIA AND
ENSURE LESS THAN A T-O"
OVERHANG.
UPRIGHT
SECONDARY ANGLE MIN
(4) #10 X 3/4" SMS 0.125" THICK (NOT
FASTENING SECONDARY REQUIRED FOR 2X3
MEMBER)
ANGLE TO COLUMN (TY
EACH SIDE) PRIMARY 2" X 2"
I X 0.125" ANGLE
(B) - CONCRETE SCREW
(2) #10 X 3/4" SMS FASTENING
ANCHOR INTO SECONDARY I
I COLUMN TO PRIMARY ANGLE
OPTION #1
ANGLE (1 YP EACH SIDE) (SEE O (TYP EACH SIDE)
TABLE) 0
O 1" X 2" BASE MEMBER
(4)#10 x 1 Y2" SMS
(TYP EACH SIDE)
SCREW B(
ANCHOR SPA
(MIN) (TYP)(SEE TABU) (1) - CONCRETE SCREW (SEE
' 4 T L R INTO PRIMARY
Column
Size
1/4"& 3/8"0
Concrete Screw
Anchor
B
Min. Spa
2x3-1 4' -
004
0
2x4-1 4'
1
3
1
3
1
4
1
g
2
3
2
4"
2
4.5
AH E) ANCHO
ANGLE AND @ 1/4" 0 CONCRETE
3" (MIN) SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
NOTES: (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 AT ALL UPRIGHT LOCATIONS, ALL SCREW
LENGTHS 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 LISTEI
ON S-1, D. FASTENERS, OTHER BRAND & TYPE *SHALL BE APPROVED
BY ENGINEER.
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
Ci 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS
S_4 SCALE: NTS
OPTION #1-A-36 STEEL
CLIP MAY BY PLACED ON
DOUBLE COMPRESSION S. rTOP OR SIDE OF DECK W/
SLEEVES 1 (2) 3/8"7 3" SLEEVE
TOP OF ANU.Mnn
4" NOMINAL SLAB
(1) 3/8" LAG SCREWS @ EA. GUTTER MINIMUM
BRACKET & (1) @ 12" O.C. MAX- MIN 4
tMBEDMENT SHALL BE 2" a 4. •
a
THE HOST STRUCTURE SHALL
2" x 2" x %" X ALUMINUM
HAVE AT LAST A 2 "X4"
ANGLE w/ (4) #12 x 3/4"
FASCIA AND ROOF TRUSS
SMS INTO PURLIN ON EA
SYSTEM, CONTRACTOR SHALL
SIDE
VERIFY THIS AND IF
& (4) 12X1-1/2" INTO
SMALLER- CONTRACTOR
GUTTER
SHALL BRING STRUCTURE UP
TO A 2"14" FASCIA AND
ENSURE LESS THAN A 2'-0"
OVERHANG.
A2 GUTTER BRACKET & PURLIN ATTACHMENT DETAIL
CS-4
N.T.S.
3/8" 0 x 3" MASONRY / �2500 PSI CONCRETE W/
ANCHOR (MIN 3-3/4" OPTION#1 WELDED WIRE OR
EMBEDMENT) (4" SLAB ONLY) FIBERMESH
0.125" STAINLESS
STEEL CABLE 2500 PSI CONCRETE W/
TOP OF r_WELDED WIRE OR
..., .__.......,..
NALSLAB = --4—_ to
MINIMUM 4
G 4
1-1/2" X 5-1/2" ALUMINUM OPTION #2
STRAP W/ (2) 3/8 "0 X 3" (USE WITH FOOTING)
MASONRYANCHOR
(MIN 3-3/4" BEDMENT)
11 CABLE TO FOUNDATION CONNECTION DETAIL
S_ A SCALE: NTS
OPTION #2
2"X2" OR 2"XT j I I 0.062" ALUMINUM INTERNAL OR
MEMBER I I EXTERNAL CHANNEL
)4 #10 X 3 4" I TO INTO
LBEAM OR UPRIGHT. (2) #14X3/4'
A. LEG INTO GIRT OR PURLIN -
(0.062" ANGLE CLIPS w/ (2)
#140/4" SMS EA LEG)
`— ".,."—UPRIGHT ORBEAM -SNAP
OR SELF MATING OR
HOLLOW
H PURLIN OR GIRT TO BEAM OR POST DETAIL
S_4 SCALE: NTS
NOTE: WHEN USING OPTION #2
CONNECTION CABLE MUST BE
WITHIN 6" OF CORNER OR
PRIMARY MEMBER.
l-1" X 2" X 1/8" ANGLE
(4) #12 X 3/4" SMS
(I•YP TOP AND SIDE)
DIA. STAINLESS
L CABLE
L8" WELDED STAINLESS
STEEL EYE BOLT
(8) 414 X3/4 SMS
de View
1" 0 (MIN) WASHER
BENEATH NUT
r
0 ® e •
1vN vlcvv OPTION #2 r.: i
o • • •
(91 #14X3/4
@1" O.C.
® pop o G
° o
p No. Z.066 p
.0
� O �
O p p q
5TA?E OF ° m
�DQp40P09
v�Q°pp°pp" 4��
®QC a
O 0
°000000d10 ,A`
PROFE SL '.
SEA
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
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-($66)824-7894
E-mail-erb@fbcplans.com
W ebsite-www. fb cplans. com
C.O.A.429054
1/8" ALUMINUM
PLATE @ 45° ANGLE W/ 1" DATE: 07 17 2018
BREAK @ 90° W/ DRAWN BY: TLK
5/16" EYE BOLT
W/LOCKNUT& REVISION: DATE:
WASHER EA SID
OPTION #3
FOR CABLE TENSION
1/8" 0 STAINLESS
STEEL CABLE
PERIMETER FRAMING --'I: �I `2"XT X 1/8" EXTRUDED ANGLE
L�� ON 45°ANGLE
Side View OPTION #1
12 CABLE CONNECTION AT CORNER
S'4 SCALE: NTS
RO 1
RO 2
RO 3
RO 4
Job# 1 7011_48
PROJECT ADDRESS:
CARPENTER / HOSKINS
9040 SCARBOROUGH CT
PORT ST LUCIE, FL 34986
]ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-4
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN,