HomeMy WebLinkAboutPLANSGeneral Notes
A. CONCRETE & FOUNDATION DESIGN:
I. 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. FIBERMBSH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASIM 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 MIINIMUM OF 1500 PSF..
8. TTiE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OTC (PORTLAND CEMENT TYPE 1,- ASTM C 150).
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +i-1%- ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEANPOTABLE 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.
I I. 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 MINIMLM BASED ON
TYPE M OR S MORTAR.
2-AIL MORTAR SHALL BE OF TYPE M OR S.
TALL GROUT SHALL BE 2000 PSI MINRvfUM 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:
I. 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 1-13 - 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 6rh
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINL MO.
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 M PIP . DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
7. 1"X2"X0.045" NONSTRUCTURAL 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 SMLS
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 Iv n6 ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SBMIPSON, 111111, 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 DRMNG WITH A HAMMER
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME.
2. IF ENCLOSURE CONTAINS A SWMB41NG POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th
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.
5. SCREENING MATERIAL SHALL BE 18X14X0.0130R
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
7E CING S
S�
BUILDING DIVISION
REVIEWED
FORCOMPUA E
MUST BE KEPT ON J04OR
NO INSPECTION WILL BE AI
6. PLEASE NO : 2x2 (typ) DIAGONAL BRA HALL BE FILL -M
T. ALL EXPANSION ANCHORS SHALL M DESIGNED IN 2"X2"X0.055"MATERIAL, UNI.ESS OTHERMSE.NOTED ON 5-2.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 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 Vulq (3 SEC
ND GUST):
150 MPI3
OTHERWISE NOTED ON PLANS.
NOMINAL DESIGN WIND SPEED Vnd:
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:
C
CLASS G-185.
4. WIND LOADS:
I I. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SCREEN ROOF:
12 PSF
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
SCREEN WALLS:
43 PSF
UNLESS NOTED OTHER WISE.
SOLID ROOF (SCREEN WALL):
N/A
COMPONENTS AND CLADDING LOAD.
NIA
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, & 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.
I. TYP--TYPICAL
2. SRO --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.
IL MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE -FAH HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
S. 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 18X14XO.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.
S. EXISTING SLAB AND OR FOOTING BY OTHERS MEETS THE REQUIREMENTS TO RESIST
THE UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: I2MANSARD-TRNAVERSF. GABLE
10. SOLIDROOFTYPE: N/A
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 SMSr---------------------------------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"
TFIESE PLANS AND ALI. PROPOSED WON
A; I: SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECT ORS TIVVf
MAY BE NECESSARY IN ORDER TO
COhPPLY VJITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBU Y OF THE
CONTRACTOR OF RECORD
RECEIVED
MAR 01 2019
ST. Lucie County, Permitting
-,� 19oz_()zSD
16,
v
"•`•L1C ENS
No. 706E
m
ti? ems,
®, STATE OF
0.
'•c� O R ID
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 &
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. fbcplan s.com
C.O.A. #29054
DATE: 2/8/2019
DRAWN BY: TLK 1
REVISION: I DATE: 1
R
1 2/28/20192 SCANNED3
4
Job# 19 0130 148
PROJECT ADDRESS:
0 BELFRY PL
'T ST. LUCIE, FL 34986
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
S-1
THIS COMMENT SHALL NOT BE REPRODUCED IN WHOLE
PERMISSION OF TRAC DESIGN,
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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
Fh# (813)788-5314
Fax# 1-(866)824.7894
E-mail-erb@fbcplans.com
W ebsite-www,fbcplans.com
C.O.A.429054
DATE: 2/8/2019
DRAWN BY: TLK i
I REVISION: I DATE:
RO1 2/28/2019
RO 2
RO 3
RO 4
Job# 190130148
PROJECT ADDRESS:
BARRETT
8410 BBLFRY PL
PORT ST. LUCIE, FL 34986
]ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
IN PARTWITHOUT
1" XS" OR 7"X6" WIDTH EXTRUDED GUTTER
BRACKET(THICKNESS OF LEG@ LAG
SCREW SHALL BE 0.125" MIN.
LONG LEG SHALL BE 0.072" MI
@ EACH BEAM W/ (4)
#l0X3/4" SMS 1" SPA.
1" x 2° x 0.045" OPEN BACK
INTOGU17ERLIP
W/(2)#14X2-I/2°@
TANGLE & (1)#12X2-1/2" @
24" O.C.
(SLOPED OR
\
_
HORIZONTAL)
O i
\ 00
\ 0
\
6 --
\
eO
2"x2"x 1 X
\
ALUMINU/8"
M ANGLE
w/ (4) #14 z 3/4"
x 2" x 0,045" OPEN BACK
SMS INTO PURLIN 0
W/ (2)#14X 2-1/2" @
EA SIDE &
IGLE&(1)#12X 2-1/2"@
24" O.C. SUPER GUTTER
_
(5"&7")
2^x "SMB
X(MIN) (SEE SHEET S-2
RECEIVING CHANNEL
]I � FOR SIZE]
(4) #10 X 3/4" SMS (TYP EACH SIDE)
(8) #10 X3/4" SMS (INTO GUTTER) UPRIGHT
SEE SHEET S-2 FOR
SIZE
Al GUTTER CARRIER BEAM & BEAM ATTACHMENT DETAIL
S 3 N.T.S.
0FrIONAL
PZ-BRAECKET0.250"
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" x 2"x 0.045" OPEN
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"
UPRIGHT WEB LAPPED OVER PURLIN
W/(2)#12X3/4"SMS EACH SIDE
THRU UPRIGHT& PURLIN
HACK W/ (4)#14X 1-1/2" 2"X2"MEMBER ATTACHED TO
- INTO GUTTER &(1)#14X�j — �. UPRIGHTW/(3)#10XI-1/2"SMS
1-1/2° @ 24" O.C. 1 INTO SCREW BOSS
1"XTWO.045" OPEN BACK
_I )/ ATTACHED TO PURLIN W/ 00
BEAM ,/1\ #SOX1-1/2" SMS INTO SCREW
LBOSS
2"x2"x%"XALUMINUM7#1U2
THE HOST STRUCTURE SHALL
ANGLEw/ (4) #14 x3/4°HAVE
AT LEASTA 2"X4"
SMS INTO BEAM ON EA SIDE
FASCIA AND ROOF TRUSS
EA. LEG
SYSTEM. CONTRACTOR SHALL
THIS AND 1F
2"X2"XO.062" RECEIVING[VERIFY
MS
SMALLER -CONTRACTOR
CHANNEL W/(2)#lOX 3/4°
SIDE
SHALL BRING STRUCTURE UP
RA SIDE TO COVER EXPOSED
TO A 2"X4" FASCIAAND
BEAM ENSURE LESS THAN A 2'-0"
/� OVERHANG.
N \ GUTTER BRACE & BEAM ATTACHMENT DETAIL
S-3 N.T.S.
1"X2°XO.045" OPEN BACK
ATTACHED TO 2M'XO.045'
SAVE RAIL MEMBER•
91OXI-1/2"SMS
@ 24" O.0
POST
C^� SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL
S J SCALE:NTS
BEAM SCREWS
2"X4"SMB 6
2"X5"SMB 6
2°X6"SMB 8
2"X7"SMB 8
2"XB"SMB 10
2"X9"SMB 10
2"X 10"SMB 12
HINGE LOCATION
BEAM /
#lO 2
() X3" SMS CROSS
FOR SLOPED BEAMS,
/
SCREWING BRACE TO BEAM OR
2" x 2" EXTRUSION
MAINTAIN ALL SCREW SPACING
i
EAVE MEMBER (.125" BACKING
PLATE USED)
2" x 2" EXTRUSION
FROM EDGE OF BEAM
i'SELF-MATING BEAM
SHALL BE NOTCHED
I
HINGELOCATION
DOOR
2"x2"EAVE RAIL SECTION
5 FORUPRIGHT
—
(UNLESS OTHERWISE SHOWN
ON S-2)ROOF
��
- ATTACHED TO BEAM w/
BRACE
(3)IOX 2" SMS INTO SCREW
II "a
EAVE RAIL
I
EAVE
�il�
/
1"X2"OPEN BACK
RAILATTACHED TO
oil
i
(1)3/8"0 THRU I
/
/
HINGELOCATION
UPRIGHTw/(2
#10 x 1 �' SMS INTO SCREW
I /
BOLT W/ NYLON LOCKING
BNUT OLT W/ NYLON
2"x"2"x.125" FLAT
BOSS
LOCKING
/ BAR (typ)
2'NOTCH OF INSIDE BEAM
MATERIALAPPLIED I : /
#30 X 1°SMS 24" C/
TO SLIDE OVER UPRIGHT
— _
NOTES:
#14X 3/4° SCREWS
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 x 5/8" SMS MINIMUM.
(SEE TABLE ABOVE)
— — —
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
4" (MIN) UPRIGHT
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,
ROOF BRACING CONNECTION DETAIL
F
D
s"-'3 SCALE: N.T.S.
TYPICAL SCREEN DOOR CONNECTION DETAIL
UPRIGHT TO BEAMCONNECTION
-ALL WIND ZONES
S-3 SCALE:NTS
S-3 SCALE: NTS
®1II.III ®'?A�
J
o No.38W
a ^ FC
g
u®
m 1l TE C
F �v�®
-0fBMON
pls�
ENGINEER OF RECORD:
David W, Smith P.E.
FLORIDA LICENSE: 5360E
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 & Engineerir
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824.7894
E-mail-erb @ fbcplans.corn
W ebsite"Www.tbcplans.com
C.O.A. #29054
IDATE: 2/8/2019
DRAWN BY: TLK
REVISION: DATCP(IVIVEII
RO 1
RO 2
RO 3
RO 4
.-0 IF
1=!
410 BI<LFRY PL
ORT ST. LUCIE, FL 34986
"'ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-3
SHALL NOT BE REPRODUCED IN WHOLE
DESIGN,
OPTIONAL
5"OR 7°-X 0.250"
EXTRUDED GUTTER
Z-BRACKETO.250" BRACKET
2° GUTTER BRACKET REQUIRED
AT PURLINATTACHMENT
POINTS w/ (2) 912 X 3/4" SMS
INTO GUTTER LIP
1"x2"x0.045"OPEN
BACK W/f2)#14X
O.C. OR OPTIONAL
2"X2"XO.045"
PURLIN
N
2"x 2°x%"XALUMINUM
ANGLEw/ (4) #12 x3/4"
SMSINTO PURLIN ON EA
LAG SCREWS @ EA GUTTER
f & (1) @ 12' O.C. MAX- MIN
ENTSHALLBE2"
THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2' X4"
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
& (4)12X3-1/2" INTO —SMALLER- CONTRACTOR
GUTTER SHALL BRING STRUCTURE UP
TO A 2"X4° FASCIA AND
ENSURE LESS THAN A T-O"
OVERHANG.
Al GUTTER BRACKET& PURLIN ATTACHMENT DETAIL
S'4 N.T.S.
OPTION #1
(4) #10 X 3/4" SMS
FASTENING SECOND�A.�R,YyANGLE TO COLUMN C"EACH SIDE)
-UPRIGHT
SECONDARY ANGLE MIN
0.125° THICK (NOT
REQUIRED FOR 2X3
'2"X2"
ANGLE
(2) #10 X 3/4" SMS FASTENING
(B) - CONCRETE SCR4TABLL,
ANCHOR INTO SECONDCOLUMN TO PRIMARY ANGLE
OPTION#2
ANGLE(TYP EACH SIDEABOW EACH SIDE)TAB1"X2"BASE
MEMBER
(TYP EACH SIDE)
ANCHOR(1)- CONCRETE SCREW (SEE
(MIN)(TYP)(SETABLE ANcBo
2"X2"OR 2"X3"_j LI BEAM
.062"ALUMINUM INTERNAL OR
MEMBER XTERNAL RECEIVING CHANNEL
/ (4) #10 X3/4" INTO INTO OR UPRIGHT. (2) #14X 3/4"
EA LEG INTO GIRT OR PURLIN-
(0.062"ANGLE CLIPS w/(2)
#14x3/4° SMS EA LEG)
UPRIGHTOR BEAM -SNAP
OR SELF MATING OR
HOLLOW
H PURLIN OR GIRT TO BEAM OR POST DETAIL
S'4 SCALs: NTS
Column
Size
1/4"& 3/B" 0
Concrete Screw
Anchor
B
IMin.Spa
4
4- 4
4
6-U24.
-ZTTT8
OPTION #1-A-36 STEEL
CLIP MAY BY PLACED ON
DOUBLE COMPRESSION
5°
TOP ORSIDEOFDECKW/
SLEEVES
(2) 3/8°X3" SLEEVE
TOPOF
ANC-UOR
4"NOMIMALSLAB
CONCRETE
MINIMUM
d
d
4
d'
v
4
3/8" 0 x 3" MASONRY
2500 PSI CONCRETE W/
ANCHOR (MIN 3-3/4"
OPTION#1
WELDEDWIREOR
EMBEDMENT)
(4* 'LAB ONLY)
FIBERMESH
L125"STAINLESS
STEELCABLE 250OPSICONCRETEW/
W
TOP OF ELDED WIRE OR
r_.__...._....
oI
4"NOMINALSLAB d . '
MINIMUMo d
4 '
• d
1-1/2'XS-1/2"ALUMINUM OPTIONO2
STRAP W/ (2) 3/8 "0 X3" (use WITH FOOTING)
MASONRYANCHOR
(MIN 3-3/4" BEDMENT)
J1 _ CABLE TO FOUNDATION CONNECTION DETAIL
SCALE: NTS
)
PRIMARY
ANGLE AND C& 1/4" 0 CONCRETE
3" (MIN) SCREWANCHOR@
24"O.C. BETWEEN COLUMNS
NOTES; (7YP EACH SIDE)
1. NUMBER OF ANCHORS"B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1(2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2-3/4" ATATALL UPRIGHTLOCATIONS. ALL SCREW
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
WHEN A PAVER DECKIS PRESENT.
3. CONCRETE SCREIV ANCHOR DESIGNSARE 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.
2"x3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS
SCALE:NTS
NOTE: WHEN USING OPTION #2
CONNECTION CABLE MUST BE
WITHIN 6" OF CORNER OR
PRIMARY MEMBER.
1"X 2" X 1/8" ANGLE
—10 (4) #12 X 3/4" SMS
0 • (1YP TOP AND SIDE)
e wo•
DIA. STAINLESS
:L CABLE
WELDED STAINLESS
L EYE BOLT
(8) #14 X3/4
S.
m
°4 4�`I�Defineemp
\C E N
m
s
� ;1 DYSATE OF
!" �P! m'aE0.9efeE
"�g+y9Epe?�
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 ebsite-www.fbcplans.com
C.O.A. #29054
1/8"ALUMINUM
PLATE@45° DATE: 2 8 2019
ANGLE W/ 1"
° `BREAK �0 9°- w/ DRAWN BY: TLK
5/16" EYE BOLT
W/LOCK NUT& REVISION: DATE:
WASHER EA SID
(9)#14X 3/4SM RO1
@i" O.C. RO 2
RO 3
OPTION #3 RO4
WASHER
BENEATH NUT — I3�df R-1�4NDDRESS:
BENEATH � i �
e • — BARRETT
• • 8410 BELFRY PL
--- PORT ST. LUCIE, FL 34986
I' 3/8° 0 ADJUSTABLE EYE
Top View • �I BOLT FOR CABLE TENSION
OPTION #2 . • 1/8"OSTAINLESS
STEEL CABLE
I
PERIMETER FRAMIN 2"X2"X1/8"EXTRUDED ANGLE
ON 45°ANGLE
Side View OPTION #1
J2 CABLE CONNECTION AT CORNER
S'_Ll SCALE;NTS
"IONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-4
THIS DOCUMENT SHALL NOT BE REPRODUCED IN
TRAC DESIGN. LLC