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 1/2' NOXIINAL THICKNESS.
3. FIBERMESH (314" 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.
S. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150).
AGGREGATES - 96 STONE, ASTM C 33 SIZE NO.67 LESS THAN
3/4".
AIR ENl'RAINING+/- 1%- ASTM C 260.
WATER REDUCING AGENT - ASITA 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 MINMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALT, BE 1900 PSI MINIMUM EASED 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 S-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 HICK 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,
INOWASHINGTON 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 410 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING N12 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. 1"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 114"0 X 1-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #LOX 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-9, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS':'= -•_ ASTM A 325, PLATED WITH STANDARD
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
FLAT WASHERS AND NUTS.
HOME.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HE.TI, RAWL,
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIM IING- - - -
EQUAL. - - -
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 6Ui
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
EDITION R 4501.17IN ITS ENTIRETY.
HOT DIPPED GALVANIZED.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
CONTRACTOR
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
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 18X14X0.013 OR
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
ON DRAWING 8-2.
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"XO.055"-MATERIAL, UNLESS OTHERWISE NOTED ON S-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 #5 OR BETTER ZINC PLATED.
S. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
DESIGN DATA:
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
OTHERWISE NOTED ON PLANS.
NOMINAL DESIGN WIND SPEED Vnd:
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
2. RISK CATEGORY:
10. ALL CONNECTORS SHALL COMELY WITH ASTM A653
3. WIND EXPOSURE:
CLASS G-185.
4. WINDLOADS:
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:
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
ASTNI C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 68, 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
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
A. 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
150 MPH
116 MPH
1
B
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: 0.89
7. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
8. LIVE LOAD:
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMI3ERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
S. EXISTING SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESIST THE
UPLOADS FOR TH1,7 PROPOSED STRUCTURE.
9, SCREEN ROOF TYPE: MANSARD -FLAT
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:----------------------------------r--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: ---------•I---------------------
3" x 3" x 0.090„
$ELF•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:---------r-----------
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"
RECEIVED
FEB 0 4 2019
Permitting Department
St. Lucie C0141'.t1,
ST. LUCIE COUNTY
BUILDING DIVISION
FOR
PLANS AND PERf)RiT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
THESE P"NS AN kLL PROPOSED WoRiI
ARE SUEtcCT TO ANY COMECMN9
REOUIRED ON FIELD INSPECTORS THAT
UY NE NMERfAAY IN ORDER TO
CaiJciY'11TH:! L:,PrI1C �ODfS.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
r>LA/
Oe
° No.7066',
O ' STATE OF
�s • °" OR0",
liA.9®SIB 6I�'^
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 & Engineeril
Services, Inc.
6272 AbbottStation Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788.5314
Fax# 1-(866)824-7894
E-mail-erb@lbcplans.coln
W ebsite-WwW.tbcplans.com
C.O.A: #29054
DATE: 1/6/2019
DRAWN BY: TLK
REVISION: DAT9Q
I-AiAlAir
RD 1
RO 2 CC
RO 3
RO 4
Job# 18 1226_74
PROJECT ADDRESS:
MAY
2503 DYER RD
DORT ST. LUCIE, FL 34952
]ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
PART WTHOUT UPRESSED WRITTEN PERMISSION OF TRAC DESIGN,
1X2
1
2X2(typ)
2X2(typ)
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I
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S-4
I
I �
2X2(typ)
2X2(typ)
IN
I
I N N
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123
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g
00
00
00
I
X
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X
S-3 N
X
N
2X2 t
2X2(typ)
2X2(typ)
CO
CO
CO
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X
X
X
N
N
N
2X2
J_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
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I \
/
1X2 \\
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X
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2X2 t
2X2 t
2X2 t
N
N
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I
to
1X2
�•rri S-4
S-4
�2'-6"
' Od
;v
No. 706;
7 s
<o STATE O
' C
'NA -
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 & Engineerinl
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-urwW,Pocplans.com
C.O.A. #29054
DATE: 1/6/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 18_1226_74
PROJECT ADDRESS;
DYER RD
ST. LUCIE, FL 34952
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
PL00RPLAN
S-2
BE REPRODUCED IN WHOLE OR IN
3/16" ALUMINUM GUSSET
2"x_PURLINS (SEE A-1 PLATE
FOR SIZE)ATTACHED TO B #12 SMS
BEAM w/MIN (4) #30 x 1 j," _
-SMS-
\ N'Of
0 0 • \ � do
N
• 'L
\ \ i3`EgRA 6i
BEAM
"B"
"N"
"Sl"
"S2"
"S3"
"S4"
2X4
12
4
3/4"
1 "
16"
3.7S"
2X5
12
4
3/4"
1
16"
4.7S"
2X6
16
5
1"
14"
19"
5.75"
2X7
20
6
1"
i
22'
6.75"
2XB
24
7
1"
1
23"
7.75"
2X9
24
7
1"
1 "
23"
8.75"
2X10
28
8
1"
1-j"
24"
9.7S"
BI
EAVE
NOTES:
1."N"NUMBEROFSCREWSINANY
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 OF
EXTERNAL.
S. INTERNAL SCREWS FOR PURLIN
CONNECTION MAY BE INCLUDED IN
TOTAL NUMBER OF SCREWS.
6. GABLE SPLICE WILL HAVE THE SAME
PATTERN.
BEAM SPLICE GUSSET DETAIL TYPICAL
S SCALE: NTS
(1) 3/8.0 THRU
BOLT W/ NYLON LOCKING
NUT OR THREAD LOCKING
MATERIALAPPLIED
HINGE
(2) #10X3" SMS CROSS
SCREWING BRACE TO BEAM OR 2"x2"1
EAVE MEMBER (.I: HACKING
PLATE USED)
ROOF
2"eZ"x.125" FLAT
BAR (typ)
HINGE
OPTIONAL
Z-BRACKET 0.250"
5.OR 7"X 6" WIDTH X 0.250"
EXTRUDED GUTTER BRACKET @
EA. BFAM W/ (4) #12 X3/4"—
SMS INTO GUTTER LIP
1" x 2" x 0.045" OPEN
BACK W/ (4)#14X 1-1/2"
INTO CUTTER & (1)#14X
1-1/2' @ 24" O.C.
poBEAM
2" x 2" x %" X ALUMINUM
ANGLE w/ (4) #14 x 3/4",
SMS INTO BEAM ON EA SIDE
EA. LEG
2'X2"XO.062" RECENING
CHANNEL W/ (2) #10X 3/4"
EA SIDE TO COVER EXPOSED
BEAM
NOTE: 2X4 SMB BEAM ONLY REQUIRES 4"
WIDTH GUTTER BRACKEP W/W/ (2) 3/8"
LAGS
(4) 3/8" LAG SCREWS @ 1-1/2"
SPACING @ EA. GUTTER BRACKET
& @ 12" O.C. MAX- MIN EMBEDMENT
SHALLBE2"
THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2"X4"
SUPER GUTTER
FASCIA AND ROOF TRUSS
[VERIFY
(5"OR 7-)
SYSTEM. CONTRACTOR SHALL
THIS AND IF
#1Z x3/4'SMS
SMALLER -CONTRACTOR
_(4)
INTO GUTTER EA SIDE
SHALL BRING STRUCTURE UP
TO A 2"X4" FASCIA AND
ENSURE LESS THAN A 2'-0'
OVERHANG.
A GUTTER BRACKET& BEAM ATTACHMENT DETAIL
S_3 N.T.S.
DOOR
x 2" EXTRUSION
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 x 518" 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.
ROOF BRACING CONNECTION DETAIL
S_3 SCALE: N.T.S. F
TYPICAL SCREEN DOOR CONNECTION DETAIL
S' 3 SCALE: NTS
UPRIGHT WEB LAPPED OVER PURLIN
W/(2)#12X3/4"SMS EACH SIDE
THRU UPRIGHT & PURLIN
2"XZ'MEMBER ATTACHED TO
UPRIGHT W/ (3) #10XI.1/2' SMS-
INTO SCREW BOSS
1"X2"XO.045"OPEN BACK
ATTACHED TO PURLIN W/ (2)_
#1OX1-1/2" SMS INTO SCREW
BOSS
1"X2"XO.045" OPEN BACK
ATTACHED TO 2"X2'Xo.045'
FAVE RAIL MEMBER•
#IOXI-1/2"SMS
@ 24" O.0
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"X e"SMB 10
2"X9"SMB 30
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 r
- ATTACHED TO BEAM w/
(3) 1OX 2" SMS INTO SCREW
BOSS
1'X 2' OPEN BACK EAVE
RAIL ATTACHED TO
#10x 1y,"SMS INTO SCREW
BOSS \-2"NOTCH OF INSIDE BEAM
#10 X 1 X" SMS 24" C/ TO SLIDE OVER UPRIGHT
#14X 3/4" SCREWS
(SEE TABLE ABOVE) " (MINI) UPRIGHT
( U \ UPRIGHT TO BEAMCONNECI'ION-ALL WIND ZONES
S_ l SCALE: NTS
i
'SELF -MATING BE/
-SHALL BE NOTCH
�5/1 FORUPRIGHT
OOiIa.
9 oil
,LA
ENS,
No. 706' 7 °
o STATE F
°
`ID%gas®fIIIA°�`@ e
hNUINCER 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 & Engineeril
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 ebsi[e-W ww.ibcplans.com
C.OA: #29054
DATE: 1/6/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
)Db# 161226 74
PROJECT ADDRESS:
3 DYER RD
T ST. LUCIE, FL 34952
;ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-3
THIS DOCUMENT
-- - - —- - I- --- - - - - — - - -
OPTIONAL
5" OR 7"-X 0.250"
EXTRUDED GUTTER
Z-BRACKET 0.250!:j' BRACKET
2' GUTTER BRACKET REQUIRED
AT PURLIN ATTACHMENT
POINTS w/ (2) #12 X 3/4" SMS
INTO GUTTER LIP
1" x 2" x 0.045" OPEN
BACK W/(2)#14X
1-1/2" @ ANGLE &
(1)#12X 2-1/2" @ 24'�
O.C. OR OPTIONAL
2"X2°Xo.04s"
PURLIN
LAG SCREWS @ FA GUTTER
- & (1) @ 12" O.C. MAX- MIN
ENT SHALL BE 2"
I
I THE HOST STRUCTURE SHALL
2" x 2' x Y," X ALUMINUM
HAVE AT LEAST A 2"X4'
NGLEW/ (4) #12 x3/4"
FASCIA AND ROOF TRUSS
SMS INTO PURLIN ON EA
SYSTEM. CONTRACTOR SHALL
SIDE
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 2'-0"
OVERHANG.
Al GUTTER BRACKET& PURLIN ATTACHMENT DETAIL
S 4
N.T.S.
SECONDARY ANGLE MIN
- - — -
(4) #SO X 3/4" SMS 0.125" THICK (NOT
FASTENING SECONDARY REQUIRED FOR 2X3
ANGLE•TO COLUMN MEMBER)
EACH SIDE) PRIMARY 2"X 2"
OPTION #1
X 0.125" ANGLE
TE SCREW1
ANCHOR INTO SECONDARY I (2)#10 X 3/4'SMS FASTENING
I COLUMN TO PRIMARY ANGLE
0x 1M'SMS INTO I I OPTION #2
ANGLE(TYP EACH SIDE) (SEE O (TYP EACH SIDE)
SCREW BOSSES
TABLE) O
O 1' X 2" BASE MEMBER
=____
(TYP EACH SIDE)
—
ANCHORSPA
(MIN) (TYP)(SEB TABL) (I)- CONCRETE SCREW (SEE
'd TABLE) ANCHOR INTO PRIMARY
2"X2"OR 2"X3' I I 0.062"ALUMINUM INTERNAL OR
MEMBER EXTERNAL RECEIVING CHANNEL
W/ (4) #10 X3/4" INTO INTO
LBEAM OR UPRIGHT. (2) # 14X 3/4"
I EALEGINTOGIRTORPURLIN-
(0.062" ANGLE CLIPS w/ (2)
I #140/4" SMS EA LEG)
UPRIGHT OR BEAM -SNAP
OR SELF MATING OR
HOLLOW
PURLIN OR GIRT TO BEAM OR_ POST DETAIL
S 4 SCALE: NTS
DOUBLE
4"
3/8" 0 x 3"
ANCHOR(
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min. Spa
2x3-1 4
2x4-1 4
1
2x6-3
4
2X9-
2
IVx1U_j/k5'
1 2
OPTION # 1- A-36 STEEL
CLIP MAY BY PLACED ON
S. TOPORSIDEOFDECKW/
(2) 3/8"X3" SLEEVE
TOP OF ANGSIOR
CONCRETE
d
Q'
a a•
a' a
2500 PSI CONCRETE W/
OPTION#1 WELDED WIRE OR
(4 SLAB ONLY) FIBERMESH '
0.125" STAINLESS
STEEL CABLE 2500 PSI CONCRETE W/
TOP OF rWELDED WIRE OR
a l'
4"NOMINAL SLAB d
MINIMUM a O Q
a
' a
1-1/2'X5-1/2'ALUMINUM OPTION#2
STRAP W/ (2) 3/8 "0 X3" (USE WITH FOOTING)
MASONRY ANCHOR
(MIN 3-3/4" 1BEDMENT)
J1 CABLE TO FOUNDATION CONNECTION DETAIL
S_A SCALE: NTS
ANGLE AND @ 1/4" 0 CONCRETE
3"(MIN) SCREWANCHOR@
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/SX2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
( \2"x3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVERDETAILS
S-4 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
(4) #12 X 3/4" SMS
e e (TYPTOPAND SIDI
• WO
I \�1/8ELCABTAINLESS
LE
3/8" WELDED STAINLESS
STEEL EYE BOLT
(8) #14 X 3/4 SMS
side View
1" 0 (MIN] WASHER
BENEATH NUT
i
Top View • II
OPTION #2
5"
P� t"A
" No. 706 7
-o ^ STATE C F' L
A-LORI
%,DNA'- °
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.fbcplan s.com
C.O.A. #29054
� �Z 1/8"ALUMINUMI
PLATE @ 45° DATE: 1 6 2019
ANGLEW/1" I I
BREAK 09U- W/ DRAWN BY: TLK
5/16" EYE BOLT
W/LOCKNUT& REVISION: DATE:
WASHER EA SID
rC9)4X3/4 SM RO1
C O.C. RO 2
RO 3
OPTION #3 RO4
'0 ADJUSTABLE EYE
T FOR CABLE TENSION
O STAINLESS
L CABLE
PERIMETER FRAMING-
2"X2"X 1/8' EXTRUDED ANGLE
ON 45" ANGLE
Side View OPTION #1
J2 CABLE CONNECTION AT CORNER
S 4 SCALE:NT5
)ob# 18_1226 74
PROJECT ADDRESS:
3 DYER RD
T ST. LUCIE, FL 34952
"ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S4
DESIGN,