HomeMy WebLinkAboutPLANSGeneral 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 I/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%- ASTbI 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-
(.CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR
s.ALL MORTAR SHALL BE OF TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINBNUM AND HAVE
MAXIvIUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-0" IN
HEIGHT.
C. ALUMIlVIIM:
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 HICK PLATES ARE USED A MINMIUM 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 61h
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 910 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. I"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH I/4"0 X I-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
30018-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS TO B� ,.:.:M A 325, PLATED WITH STANDARD
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
-
--FLAT-WASHERS-AND-NUTS.
HOME.
BAWL,
3. ALL CONCRETE SCREWS SHALL BE, STEPSON, APPROVED
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
2. E ENCLOSURE CONTAINS A SWIMMING BEG POOL OR SPA. THE
ENCLOSURE SHALL COMELY WITH RESIDENTIAL S WTMMING
[/ /
^��
EQUAL.
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 60,
f✓ ell,
� I
��GI
4. ALL METAL TIES AND ASSOCIAIBD ACCESSORIES SHALL BE
EDITION R 4501.17IN ITS ENTIRETY.
�_1 ?
HOT DIPPED GALVANIZED.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
ST. LUC1E COUNTY BUILbIND DIV N
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
coNTRACTOR,
REVIEWED FOR COMPLIANCE
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.).
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
REVIE D I
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
HAVE. EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
DATE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
ENSURE BONDING AGENT IS USED FIRST.
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
5. SCREENING MATERIAL SHALL BE I8X14X0.0I3 OR
PLANS AND PERMIT MUST BE KEPT OB
THE BOLT OR SCREW. -ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNIN
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
GS
SITE OR NO INSPECTION(S) WILL BE MADE
G AND UNDER NO
ON DRANIN -2.
CIRCUMSTANCES BY DRIVING WITH A HAMMER
6. PLEASE NOTE: 2x2(tyP) DIAGONAL BRACING SHALL BE
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
2"X2"X0.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2.
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
FILE COPY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE
GRADE 95 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
-DESIGN DATA:
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
1. ULTIMATE DESIGN WIND SPEED Vu11, (3 SECOND GUST):
ISO MPH
OTHERWISE NOTED ON PLANS.
NOMINAL DESIGN WIND SPEED Vmd:
116 MPH
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
2. RISK CATEGORY:
1
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
3. WIND EXPOSURE;
B
CLASS G-185.
4. WIND LOADS:
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SCREEN ROOF: 9 PSF
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
SCREEN WALLS: 31 PSF
UNLESS NOTED OTHER WISE.
SOLID ROOF (SCREEN WALL): N/A
COMPONENTS AND CLADDING LOAD: N/A
E. REFERENCE STANDARDS:
ASTME 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART I -A, & I-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 611, 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. RESPONSIBELITY-
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
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.
I-L 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
5. THIS STRUCTURE COMPLIES WITH FBCE. 1103.2 AND THEREFORE HAS NO ADVERSE
AFFECT ON THE EXISTING STRUCTURE.
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
7. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
S. LIVE LOAD:
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
8. EXISTING SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE,
9. SCREEN ROOF TYPE: I2 MANSARD/ TRANSVERSE GABLE
10. SOLIDROOFTYPR- MIA
ALUMINUM STRUCTURAL MEMBERS
SCANNED
BY
St Lucie County
HOLLOW SECTIONS I THESE PLANS AND ALL PROPOSED WORK
2 x 2:
---------------------------------------2" x 2" x 0.044"
ARE SUBJECT TO ANY CORRECTIONS
2 x 3:
---------------------------------------2" x 3" x 0.050"
REQUIRED BY FIELD INSPECTORS THAT
2 x 4:
---------------------------------------2" x 4" x 0.050"
MAY BE NECESSARY IN ORDER TO
2 x 5:
---------------------------------------2" x S" x 0.050"
COMPLY WITH ALL APPLICABLE CODES.
3 x 3:
--------------------------------------- 3"x 3" x 0.12S"
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+-------------------------------- V 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 SMBr---------------------
2" x B" 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„
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
RECEIVED
DEC 03 aJi8
ST. LUcle county, PermfEEitiii
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
Joel Falardeau P.E.
17LORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineerir
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb @tbcplans,com
W ebsite-W Ww,tbcplans.conn
C.O,A: #29054
DATE: 10/29/2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 18111344
PROJECT ADDRESS:
0 GRAND OAK AV
PIERCE, FL 34981
"ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW SILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
S-1
SHALL NOT BE REPRODUCED IN
I I
I
2X2DJ
I
I
0
s-a 2X5SMB
I
2X2DJCL
_
N
2X5SMB
I I
I
I/
2X5SMB
_ y
a
/
I
N
N
/
/
/
1X2
I
2X8 SMB CB W/ KICK
PLATE OVER THIS AREA,
`KICK, PLATE TO ATTACH
/ TO TIE BEAM.
i
A I
S-3
2X2(typ
2X2(typ
2X2(typ)
ZX2(typ)
2X2(typ).
s-3
N
CN
d N
2X2(typ)
2X2(typ)
2X2(typ)
2X2(typ)
N\X2(typ
M
�
07
M
m
N
N
N
2X2(typ
2X2(typ)
I 2X2(typ)
�
S-3
2X2
i
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D7ICA4
o
in
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0
2X2(tyP)
2X tYP)
2X2( p)
2X2(typ)
1X2
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I /
I 1
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2X5SMB
I
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f
2X5SMB
I I I
I I
04
I j X
2X5SMB
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,D�
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Off/
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le/0 DA
_' <r
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.
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 @ fbcplans.com
W ebs ite-www. fbcplans.com
C.O,A. #29054
DATE: 10/29/2018
DRAWN BY: TLK
REVISION: DATE:
R01
RO 2
RO 3
RO 4
PROJECT ADDRESS:
)0 GRAND OAK AV
PIERCE, FL 34981
;ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S2
Bn
ALUMINUM GUSSET
2"x_PURLINS (SEEA-1
FOR SIZE)ATTACHED TO
BEAM W/MIN (4) #10 x 1'/,"
NA`
_ �T Sry a • � �
• • • • • •\
f y)� NOTES:
1 "N" NUMBER OF SCREWS IN ANY
BEAM
"B"
"N"
"S1"
"S2"
"ST'
"S4"
2X4
12
4
3/4"
1 "
16"
3.75"
2X5
12
4
3/4"
1 "
16"
4.75"
2X6
16
5
1"
14"
19"
5.75"
2X7
20
6
1"
1
22"
6.75"
2X8
24
7
1"
1 "
23"
7.75"
2X9
24
7
1"
1-j"
23"
8.75"
2X10
1 28
1 8
1"
1 1j"
24"
19.75"
EAVE
DIRECTION.
2. TOTAL NUMBER OF SCREWSPERJOINT
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.
D \ BEAM SPLICE GUSSET DETAIL TYPICAL
S'3 SCALE:NTS
(1) 3/R'O THRU
BOLT W/ NYLON LOCKING
NUT OR THREAD LOCKING
MATERIALAPPLIED
1" x 2" x 0.045" OPEN
BACK W/ (2)#IOX 2"
THRU SCREW BOSS
BEAM 10
FLAT
sl.oeeEDeD
0
2"x2"xy"XALUMINUM
ANGLEW/ (4)#12X3/4"SMS
INTO BEAM EA SIDE
OPTIONAL 2"X2"XO.062"
RECEIVING
CHANNELW/ (2) #IOX3/4"
EA SIDE TO COVER EXPOSED
BEAM
r•1
(2) 3/8" x Z" MIN,
EMBEDMENT LAG SCR
BEAM & (1) @ 12" O.C,
THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2"X4"
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
SMALLER -CONTRACTOR
SHALL BRING STRUCTURE UP
TO A 2"X4" FASCIA AND
ENSURE LEES THAN A 2'-0'
OVERHANG.
(� ROOF BEAMS TO FASCIA ATTACHMENT DETAIL
S'3 N.T.S.
HINGELOCATION
(2) #1OX3' SMS CROSS
SCREWING BRACE TO BEAM OR 2" x 2" EXTRUSION
EAVE MEMBER (.125" BACKING 2" x 2" EXTRUSION
PLATE USED) Q U
ROOF
2"x'2"x.125" FLAT
BAR (typ)
HN104KIWAODRI
HINGE
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. FASTENA
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS O 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
•� ROOF BRACING CONNECTION DETAIL
S'J SCALE: N,7.S,
PICAL SCREEN DOOR CONNECTION DETAIL
S' TY3 SCALE: NTS
UPRIGHT WEB LAPPED OVER PURLIN
W/ (2) #12X3/4" SMS EACH SIDE
THRU UPRIGHT& PURLIN
2"X2"MEMBER ATTACHED TO
UPRIGHT W/ (3) 01OX3-1/2" SMS
INTO SCREW BOSS
1'X2"XO.045"OPEN BACK / \—NOTCH Porn
ATTACHED TO PURLIN W/ (2)J AS NEEDED
#10XI-1/2" SMS INTO SCREW
BOSS
1"X270.045" OPEN BACK
ATTACHED TO 2'X2'XD.045' UPRIGHT
SAVE RAIL MEMBER
91OXI-1/2" SMS ..
C@ 24" O•C
C SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL
S'3 SCALE: NTS
BEAM SCREWS
2"X4"SMB 6
2"X5"SMB 6
2"X6"SMB 8
2"X7"SMB 8
2"X81SMB 10
2"X9"SMB 10
2"X10"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)
- ATTACHED TO BEAM w/�
(3) SOX 2" SMS INTO SCREW
BOSS
1' X 2" OPEN BACK EAVE
RAILATTACHED TO ,
#10xl%"SMSINTO SCREW
BOSS \_2" NOTCH OF INSIDE BEAM
#10 X 1 Y,," SMS 24" C/ TO SLIDE OVER UPRIGHT
914X 3/4" SCREWS
(SEE TABLE ABOVE) • (MIN) UPRIGHT
[--A
1� \ UPRIGHT TO BEAMCONNECTION -ALL WIND ZONES
S-3 SCALE: NTS
0
FOR UPRIGHT
i
i
Ooil ;;;z
9 oil
i
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 & Engineerir
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(E166)824-7894
E-mall-erb@fbcplans.com
W ebs ite-www. fbcplans. corn
C.OA. #29054
DATE: 10/29/2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
R02
RO 3
RO 4
Job# 1$ 1113 44
PROJECT ADDRESS:
)0 GRAND OAK AV
PIERCE, FL 34981
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 PARTWTHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN,
5" OR 7"X 6" WIDTH X 0.250"
EXTRUDED GUTTER BRACKET @
EA. BEAM W/ (4) #12 X 3/4"
SMS INTO GUTTER LIP
1"x2"x 0.045"OPEN
BACK W/ (4)#14X 1-1/2-
INTO GUTTER & (1)#14X�
1-1/2" @ 24" O.C.
2"
SMS INTO BEAM ON EA SIDE
EA LEG
2"X2"XO.062" RECEIVING
CHANNEL W/ (2) #lOX 3/4"
EA SIDE TO COVER EXPOSED
BEAM
CARRIER BEAM FLAT OR SLOPPED
(SEE SHEET S-2 FOR SIZE) STITCHED TQ
GUTTER W/ (2) #12X3/4" SMS @ 24" D.C.
OPTIONAL: V12"OPEN
BACK ATTACHED TO HOST
W/ (1) 1/4"0 CONCRETE
SCREW OR LAG WITHIN 6"
OF BEAM & @ 24" O.C. MAX
p BETWEEN BEAMS
F Lam[F-...
O
N �
ti
(B) - 1/4" 0 CONCRETE SCREW
W/ 1-1/2" EMBEDMENT INTO
MASONRY
(1.1/2" MIN. SPACING
OR
(B)-1/4" 0 X 2" LAG SCREWS
INTO WOOD (1" MIN SPACING)
(TYP 2 LOCATIONS)
NOTE: 2X4 SMB BEAM ONLY REQUIRES 4"_
WIDTH GUTTER BRACKET W/ (2) 3/8"
LAGS
(4) 3/8" LAG SCREWS @ 1.1/2"
SPACING @ EA. GUTTER BRACKET
& @ 12" O.C. MAX- MIN EMBEDMENT
SHALL BE 2"
SUPER GUTTER
(5" OR 7")
(4) #12 x 3/4" SMS
-INTO CARRIER BEAM
EA SIDE
THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2"X4"
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
SMALLER -CONTRACTOR
SHALL BRING STRUCTURE UP
TO A 2"X4" FASCIA AND
ENSURE LESS THAN A T-O"
OVERHANG.
(6)- #14 X 3/4"SMS
ATTACHING ANGLE TO BEAM
EACH SIDE (1" MIN. SPACING)
i
i
i
i
O �
SLOPED OR FLAT
ROOF BEAM (SEE
SHEET S-2 FOR SIZE)
BEAM ,B" NOTES: ��2"X2"X0.125"ANGLE
1. THE MINIMUM EDGE EA. SIDE OF BEAM
2X4 1 DISTANCE IS 3" FOR MASONRY :X:UST;ING HOST STRUCTURE
2x5 2 STRUCTURES. (CONCRETE, GROUT FILLED
2, IPA RECEIVING CHANNEL IS CMUORWOOD)
2X6
2
USED, USE TWICE THE NUMBER
"B" ANCHORS INTO THE HOST
STRUCTURE. ALL MINIMUM
SPACING SHALL BE APPLICABLE.
AZ BEAM TO HOST TO CONNECTION DETAIL
2x7
3
2x8
3
2x9
3
2X1D
4
S-4 SCALE:NTS
UPRIGHT
4,. E A a
SECONDARY ANGLE MIN
NA^"°",
_
0.125"THICK (NOT -- --
-� ; - � T016 .-
(4) #10 X 3/4" SMS
FASTENING SECONDARY
REQUIRED FOR 2X3
" %� "
C Sj-
ANGLETOCOLUMN
MEMBER)
o -c1 ° "t� "9%-F
EACH SIDE)
PRIMARY 2"X2"
®tC1 OF
9 cAiD,4
OPTION#1 I
(B)- CONCRETE SCREW
I X0.125°ANGLE
(2]#10X3/4"SMS FASTENING
B® tT� ° °
d°� O�,F
D x 136" SMS INTO I OPTION #2
ANCHOR INTO SECONDARY
ANGLE(TYP EACH SIDE) (SEE I O
COLUMN TO PRIMARY ANGLE
(TYP EACH SIDE)
/I '� ENC
���
SCREW BOSSES
TABLE) O
I
p
1"X2"BASE MEMBER
('IYP EACH SIDE)
(/j
ANCHORSPA
(MIN) (TYP)(SEE TABU)
(1) - CONCRETE SCREW (SEE
'd TABLE) ANCHOR INTO PRIMARY
PROFESSIONA ENG ER SEAL
2"XZ"OR2"X3"_j
I 0,062"ALUMINUM INTERNAL OR
MEMBER
EXTERNAL RECEIVING CHANNEL
I X3/4NTOIN
I BEAM OR UPRIGHT, (2) 914X 3/4"
EA. LEG INTO GIRT OR PURLIN-
(0.062" ANGLE CLIPS w/ (2)
#14x3/4" SMS EA LEG)
UPRIGHT OR BEAM -SNAP
OR SELF MATING OR
HOLLOW
�,�
/ 11 PURLIN OR
GIRT TO BEAM OR POST DETAIL
S-4
SCALE: NTS
DOUBLE
4" NOMINAL
318" 0 x 3" MASONRY
ANCHOR (MIN 3-3/4"
4"
1-1/2" X 5-1/2" ALUMINUM
STRAP W/ (2) 3/8 "0 X 3"
MASONRY ANCHOR
TOP OP
CONCRET
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
g
Min.Spa
q
4- 4
2x -
2
4
WMEW
2
OPTION # 1- A-36 STEEL
CLIP MAY BY PLACED ON
TOP OR SIDE OF DECK W/
(213/8"X 3" SLEEVE
2500 PSI CONCRETE W/
OPTION 01 `WELDED W
(4"SLAe ONLY) FIBERMESH
1.125" STAINLESS
STEELCABLE 2500PSICONCRETEW/
TOP of rWELDED WIRE OR
Q1.
O d
ne
OPTION #2
WITH FOOTING)
ENGINEER OF RECORD.
ANGLE AND @ 1/4" 0 CONCRETE
3" (MIN) SCREWANCHOR@
David W. Smith P.E.
24"0.C.BETWEEN COLUMNS
FLORIDA LICENSE: 53608
(TYP EACH SIDE)
NOTES:
Thomas L. Hanson P
1. NUMBER OF ANCHORS "B"ISEACH SIDE INTO THE SECONDARY
LICENSE: 38654
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
FLORIDA
2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
Mark R. Dunn P.E.
SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
FLORIDA LICENSE: 73968
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
1 T; 1
oel Falardeau P.E.
WHEN A PAVER DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
FLORIDA LICENSE: 70667
FA TENERS, OTHER BRAND& TYPE SHALL BE APPROVED
Erik Stuart P.E.
BY ENGINE
4.2X3W/1X2 CORNERPOST SHALL REQUIRE SAME BASE
FLORIDA LICENSE: 77605
CONNECTIONS AS 2X4 SHOWN IN TABLE.
G�2"x3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVERDETAILS
S 4 SCALE: NTS
NOTE: WHEN USING OPTION #2
CONNECTION CABLE MUST BE
L
WITHIN 6" OF CORNER OR
7T
PRIMARY MEMBER.
T1
1"X2"X1/8"ANGLE
(4) #12 X 3/4" SMS
O O (TYP TOP AND SIDE)
o �e
DUL STAINLESS
CABLE
1L STEEL CABLE
3/8" WELDED STAINLESS
STEEL EYE BOLT (8) #14 X 3/4 SMS
View
1" 0 (MIN) WASHER
BENEATH NUT �
S.
FBC Plans & Engineerir
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(B66)824.7894
E-mail-erb@fbcplans,com
W ebs ite-www.fbcplans. com
C.O.A.429054
1/8-ALUMINUM
PLATE @ 45° DATE: 10/29/2018
ANGLE W/ 1"
BREAK @ 90° W DRAWN BY: TLK
5/16° EYE BOLT
w/LOCKNUT& REVISION: DATE:
WASHER EA SID
#14X3/4SM RO1
" O.C. RO 2
RO 3
OPTION #3 RO4
Top View
I'
3/8" O ADJUSTABLE EYE
II
BOLT FOR CABLE TENSION
OPTION #2
.
1/8"0 STAINLESS
I
STEEL CABLE
PERIMETER FRAMIN
2"XZ"X 1/8" EXTRUDED ANGLE
ON 45°ANGLE
Side View
OPTION #1
J2 CABLE CONNECTION
AT CORNER
S_4
SCALE: NTS
PROJECT ADDRESS:
)0 GRAND OAK AV
PIERCE, FL 34981
:ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-4