HomeMy WebLinkAboutENCLOSURE PAPERWORK - POOLi
General 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"NO,MINAL THICKNESS.
3. FIBERMESH (3/4" PER CUBIC YARD MN.) MEETING
APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED
N LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
S. 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 -,46 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING 4A 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 WPM 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:
L 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".
4TROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-O" 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,
NC. WASHINGTON D.C. THE FLORIDA BUILDING CODE 6th
ED177ON ( 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, 1"X2"XO.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 N WOOD & #IOX 1/2" EMBEDMENT SMS
OR TEK SCREWS N 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 T(' ., ' SIM A 325, PLATED WITH STANDARD
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED - -
FLAT WASHERS AND NUTS.
HOME.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HETI, RAWL,
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
EQUAL.
BARRIER REQUIREMENTS OF THEFBC 61h EDITION R 4501.17IN
4. ALL xIETAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
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 MN.).
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 AND ADHERED WITH
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
MINIMUM 3000 PSI GROUT.
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
5. SCREENING MATERIAL SHALL BE I SX14XO.013 OR
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
ON DRAWING S•2.
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.
S. 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
DESIGN DATA:
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS
1. ULTIMATE DESIGN WIND SPEED Vtd , (3 SECOND GUST):
COMPLYWITH
S SHALL WITH A.
CONNECTORS
ALL CONNECTORS SHALL COMPLY WITH ASTM A653
NOMINAL DESIGN WIND SPEED Vasd:
CLASS G-185.
C
2. RISK CATEGORY:
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
3. WIND EXPOSURE:
SHALE BE 3/4" AND MIINIMUM CZMFER-TO-EDGE SHALL BE 1/2"
4. WIND LOADS:
UNLESS NOTED OTHER WISE.
SCREENROOF: 12PSF
E. REFERENCE STANDARDS:i
ASTM E 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAGAA. 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 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
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'13E ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
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
SCREEN WALLS: 43 PSF
SOLID ROOF (MwFRS): N/A
COMPONENTS AND CLADDING LOAD: NIA
ISO MPH
116 n1PH
I
C
S. FACTOR APPLIED TO SCREEN WIND LOADS FOR IEX14XO.013 SCREEN MESH: 0.89
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
3001b. VERTICAL DOWNLOAD ONPRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLNS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. PROPOSED 12"X 12" WI (1) # 5 OR (2) 04 REBAR W/ 25" OVERLAP ON 3" CHAIRS FILLED
W/ 3000 PSI SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED
STRUCTURE
9. SCREENROOFTYPE: MANSARD
10. SOLID ROOF TYPE: 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:----------------------------------------I" 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 SMBr------=--------------
2" x 7" x 0.057" x 0.120"
Z 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"
Z x 10 SMBr------------------ 2" x 10" x 0.092" x 0.374"
TUBE`SECTIONS
Z x 2--------------------------------------2" x 2" x 0.090?'
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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ENGINEER OF RECORD:
David W' . Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson RE
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
DATE: 4/24/2019
DRAWN BY: TLX
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
job# 19-0417 109
PROJECT ADDRESS:
SASSEBILLE
25 MAJESTIC WAY
FT. PIERCE, FL 34949
POD ALUMINUM INC.
5 VICKIE CIR
.BOURNE. FL 32904�,
NOTES St"
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SHALL NOT BE REPRODUCED
LX2
2X2
1X2
13'-814
IN -FILLS
INCLUDED
36' Mansard
Rise
PROPOSE 8"X 8" W/ (1)
#5 OR (2) #4 REBAR
LINEAL FOOTING
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REVIEWED FOR
CODE_ COMPLIANCE
ST_ LUCIE COUNTY
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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& Engineerir
Services, Inc.
6272 Abbott Station Dr. Unit 101
ZephyrhiOs,FL33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.tb cplans.com
C.OA-#29054
DATE: 4/24/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1 7/17/2019
RO 2
IR03 I
@R04 I I
;OJECT ADDRESS:
iSEBILLE
MAJESTIC WAY
PIERCE, FL 34949
)D ALUMINUM INC.
VICKIE CIR
;OURNE, FL 32904
FLOOR PLAN
S-2
comw
THIS
PA T WTTNODT EXPRESSED WRITTEN PERMISSION OF T C DESIGN, UC
2" x _PURLINS (SEE S-2 FOR
SIZE)ATTACHED TO BEAM —
@/MIN (4) #10 x I X" SMS
"B" NUMBER OF #12 x 3/4"
SMS PER SECTION (2 PER—�
SIDE 4 SECTIONS TOTAL)
9
w o�
1/8" (11 GA.) ALUMINUM
GUSSET PLATE
• QN Q(A
BEAM
"B"
J BM
TOTAL
2x4
14
28
56
2x5
14
28
56
2x6
14
28
56
2x7
16
32
64
2x8
16
32
64
2x9
18
36
72
2x10
18
36
72
G:
2" x 2"x2" ANGLE EA SIDE W/ (4)
#12 X 3/3" SMS EA LEG-
2" x 2"EAVE RAIL SNAP SECTION
(UNLESS OTHERWISE SHOWN
ON S-2) -ATTACHED TO BEAM W/-
(3) LOX 2" SMS INTO SCREW
BOSS
1"X2"OPEN BACK SNAP
ATTACHED TO EAVE RAIL w/(1)_
(3)LOX 2" SMS INTO SCREW
BOSS
(1) 1/2" 0 x 21/2" THRU BOLT
W/NYLON LOCK NUT, JAM NUT W/_
THREAD LOCKER MAY BE USED AS
ALTERNITIVE
(1) #12X 3/4" SCREW
(ONE ABOVE, CENTERED & ONE
BELOW CENTERED)
OPTIONAL: 1"X2"OPEN
BACK ATTACHED TO HOST
W/ (1) 1/4"0 CONCRETE
SCREW OR LAG WITHIN 6"
OF BEAM & @ 24" O.C. MAX
D, BETWEEN BEAMS
0
E E
G. 0
t
O
N D]
#120X 3/4"SMS SHALL ?
O
MAINTAIN 1-1/4 D.C. H
O
SPACING AROUND SECTION
(B) -1/4" 0 CONCRETE SCREW
O
W/ e" GUSSET PLATE PER c
W/ 1-1/2" EMBEDMENT INTO
O
SECTION
MASONRY (1-1/2" MIN. SPACING
OR
�i
NOTES:
1. GUSSET DIMENSIONS AREA 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.
5. INTERNAL SCREWS FOR PURLIN CONNECTION
MAY NOT BE INCLUDED IN TOTAL NUMBER OF
SCREWS.
6. GABLE SPLICE WILL HAVE THE SAME PATTERN.
SELF -MATING BEAM
SHALLBE NOTCHED
FOR UPRIGHT
(MIN) UPRIGHT
NOTE:
INSTALLATION OFTHRU BOLT:
BOLT IS NOT BE TIGHTENED AS TO
DISTORT ALUMINUM MEMBER.
/ L \ UPRIGHT TO BEAM CONNECTION -THRU BOLT
\ S_'; / SCALE: NTS
(B)- 1/4" 0 X 2" LAG SCREWS
INTO WOOD (1" MIN SPACING)
(TYP 2 LOCATIONS)
BEAM
2x4
2X5
2x6
2x7
2X8
2x9
2x10
EAVE
(5)- #14 X
ATTACHING ANGLE TO BEAM
EACH SIDE (1" MIN. SPACING)
/
/
LSLOPED OR FLAT
ROOF BEAM (SEE
SHEET S-2 FOR SIZE)
_2"X2"X 0.125" ANGLE
EA. SIDE OF BEAM
1. THE MINIMUM EDGE DISTANCE EXISTING HOST STRUCTURE
IS 3" FOR MASONRY STRUCTURES. (CONCRETE, GROUT FILLED
2. IF A RECEIVING CHANNEL IS CMU OR WOOD)
USED, USE TWICE THE NUMBER
"B" ANCHORS INTO THE HOST
STRUCTURE. ALL MINIMUM
SPACING SHALL BE APPLICABLE.
�\ OPTION #3
( ti \ BEAM TO HOST TO CONNECTION DETAIL
S-3 SCALE: NTS
(2) 414X 2" SMS
SCREWING BRACE TO
(1) 1/4"0 THRU
BOLT W/ NYLON LOCKING
NUT OR THREAD LOCKING
MATERIAL APPLIED W/
WASHER
1-1/2"X5".125"PLATE
#14 X3/4" EACH MI
ROOF
"FENDER WASHER
,yp) EA END
( E \ ROOF BRACING CONNECTION DETAIL
S`_'3 SCALE: N.TS
2" X6" X.0625" PLATE EA
2"x2"SNAP EXTRUSION
(2)#10x 3" SMS
x 2" OPEN
NOTCH POST AS
N •
0- 01p
i�0 •• •• FLOta�pP��G
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ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
OPTIONAL:2"X
7 X062"ANGLE
Thomas L. Hanson P
W/ (4) #12 EA LEG
FLORIDA LICENSE: 38654
#12 x 31V TEKS
Mark R. Dunn P.E.
CHMEMBER
FLORIDA LICENSE: 73968
Joel Falardeau P.E.
;HT
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineerh
C Services, Inc.
SLOPED OR FLAT PURLIN CONNECTION DETAIL 6272 Abbott Station Dr. Unit 101
S-3 SCALE: NTS Zephyrhills, FL 33542
Ph#(813)788-S314
Fax# 1-(866)824-7894
E-mail-erb@tbcplans.com
W ebsite-www.fbcplans.com
C.OA. #29054
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. HINGESSHALLBE ATTACHED TO DOOR WITH (4)910 x 5/B" 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.
REVIEWED FOR
TYPICAL SCREENrTYPICALSCREEND kWOMA IANCE
s-3 5Y• LUCIE COUNTY
DATE: 4/24/2019
DRAWN BY: TLK
REVISION: DATE:
RO1 7/17/2019
RO 2
RO 3
RO 4
PROJECT ADDRESS:
MAJESTIC WAY
. PIERCE, FL 34949
)D ALUMINUM INC.
VICKIE CIR
;OURNE, FL 32904
DETAILS
S-3
IK
1' "" ]'�
IN WHOLE OR IN PART WNHOOT EXPRESSED WRNTEN PERMISSION OF TRAC DESIGN, LLD
2° x 2 x.125° ANGLE UPRIGHT - TYP
2'X2'X325' ANGLE W(I)1/2' CAP
SCREW w/ NYLOCK JAM NUT - IN LIEU
SECONDARY
I OF NYLOCK ]AM NUT, JAM NUT w/
2-X2'X325'ANGLEW/
r�00
T HREAD LOCKER MAYBE USED
(3) #12 X3/4' SMS EA,
TIGHTEN TO CONTACT. DO NOT
SIDE ADD (1) H12 FOR
OVER TIGHTEN.
EVERT INCREASE IN
UPRIGHT SIZE &ANGLE
O �1'x 2'O.B.
OPTION #1
fA)#10 x I%"SMS
INTOSCREW
BOSSES�W/.062 BACKER
PLATE
OPTION #2
RECEIVING CHANNEL
EA. SIDE
ORANGLEICKNESS (typJ
(•0625"THICKNESS)
. j 2"x6" SMS EXAMPLE
J
1 ^n 3n
/ °
325'ANGLE JAM NU -CAP
SIDE VIEW'_ OFNYLO KJAMNK)AMNUUT W/ LIEU
SCREW
IpE USE w/
OFREAD LOCKER MAYBE
THREAD LOCKER MAY BH USED
TIGHTEN TO CONTACT • DD NOT
O — — — —
(3)1/4" ox'-3/4° OVER TIGHTEN.
— — — —
EMBEDMENT MIN. 1' x 2' BASE PLATE ANCHORED TO
2"X2"OR2"X3"
#10X3 4"SMS
(2) /
SECONDARYANGLE CONCRETE W/1/4'0X 3' MASONRY
PURLIN OR GIRT
(typ)EA. LEG)
TYPE SCREW EACH SIDE OF UPRIGHT
(TOTAL 6 SCREWS P C. (8)
IN ANGLE AND 2M1°O.G. MAX-1 -3/4"
SCREWS ANGLE EA.
— — — EMBEDMENT
CONNECTION)
A
H
n
PURLIN OR
GIRTTO BEAM OR POST DETAIL
S 4
SCALE:NTS
NOTES: FRONTVIEW'
1. ALL ANGLES SECURING UPRIGHT TO CONCRETE SHALL BE 2'X3"XZ"X12S"OR
2"X2"X2"X325" W/ (1) TAPCON PER- ANGLE. MINIMUM (2) ANCHORS PER UPRIGHT (typ).
2. OTHER CONCRETE ANCHORS OF EQUIVALENT SPECIFICATIONS MAYBE USED.
3.2"XZ" THIRD 2"x5" SMB SHALL HAVE PRIMARY ANGLE ONLY-2"X6" SMB &ABOVE SHALL
USE SECONDARY 2"X3"X2"X325" ANGLE W/ (3) #12 x 3/4" SMS & (1) 1/4" 0X2" TAPCON
CONCRETE ANCHOR PER SIDE.
/ G \ 2" v 2" HnT.I.nW f1R LARGF.RIIPRIGHTTO CONCRETE IIRTAIIS
(1) #5 CONTINUOUS (OR (2) #4
25" OVERLAP ON 3"
12"x 12"
LINEALFOOTING
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
BEARING PRESSURE OF LSOO PSF. THE BEARING CAPACITY OF THE
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING
Op CONCRETE.
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND
COMPACTED PRIOR TO POURING OF ANY CONCRETE.
3. CONCRETE MEET THE SPECIFICATIONS 1NA, S-1 NOTES PAGE.
K CONTINUOUS FOOTING
S4 NUi lUbLALb
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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4U ; 66Z
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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
Ph# (813)788-5314
Fax# 1-(866)824.7894
E-mail-erb@ fb cplans.conR
W ebsite-www.fbeplans.com
C.O.A. #29054
DATE: 4/24/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 19 0417_109
PROJECT ADDRESS:
3ASSEBILLE
75 MAJESTIC WAY
FT. PIERCE, FL 34949
CONTRACTOR:
TRIPOD ALUMINUM INC.
6915 VICKIE CIR
MELBOURNE,FL32904(
DETAILS
S-4
OR IN PART WITHOUT