HomeMy WebLinkAboutBuilding PlansGeneral Notes
A. CONCRETE & FOUNDt'ii ON 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 (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, 03 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 I,- 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 DRTF.RIOR AT nN
B. MASONRY:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINAfUM BASED ON
TYPE M OR S MORTAR
2.ALL MORTAR SHALL BE OF TYPE M OR S.
3-ALL GROUT SHALL BE 2000 PSI MINDAUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A
MINI1I1M THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A NHNMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO'PART 1-A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES. ALLOWABLE
STRESS DESIGN" OR `PART I-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
4. WHERE ALU.VIINUM 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. VXTWO.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 & #IOX 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
). FASTENERS:
L 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. 5 ASTM A 325, PLATED WITH STANDARD
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
FLAT WASHERS ' . ?NUTS.
HOME.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HI.TI, RAWL,
TAPCON,REDHEAD, DYNABOLT, PORTECT OR APPROVED
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
EQUAL.
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWI,MIvflNG
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
BARRIER REQUIREMENTS OF THE FLOIUDA BUILDING CODE 6th
ED177ON 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
PROVIDED WITH PILOT HOLES HAVING A DIAMETER
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
ENSURE BONDING AGENT IS USED FIRST.
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 S-2.
CIRCUMSTANCES BY DRIVING WITH A HAMMER
6. PLEASE NOTE: 2e2 (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
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
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
DESIGN DATA:
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 V,,d:
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
2. RISK CATEGORY:
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
3. WIND EXPOSURE:
CLASSG-185.
4. WIND LOADS:
I I. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SCREEN ROOF: 9 PSF
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE V2"
SCREEN WALLS: 31 PSF
UNLESS NOTED OTHER WISE.
SOLID ROOF (MwFRS): N/A
COMPONENTS AND CLADDING LOAD: N/A
E. REFERENCE STANDARDS:
ASTME 119
ASTME 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART 1-A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASIMA185
FLORIDA BUILDING CODE 61h 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
ENGINEERING PRACTICES.
H. 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. FACTOR APPLIED TO SCREEN WIND LOADS FOR 1SX14XO.013 SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
30016. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. EXISTING SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: 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 0.12 5"
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 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 SMSr--------------- 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"
REVIEWED I
CODE COMPL
ST. LUCIE CC
BOCC
�\e`0%ASI L ,y/
4 ,
' NO 8 '
i -
a 9r n v
-�4t OP
ORIbp,
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE:86663
Joel Falardeau RE,
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 9 fb cplans.com
Web site-www, fbcplans.com
C.O.A.429054
DATE: 04/02/2020
DRAWN BY: BM
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
PROJECT ADDRESS:
GUILLETTE
FOR K PIERCE,
RD
FORT PIERCE, FL 34951
;ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
S-1
l
0
N 1x2
2x2
\
rn \
I \
2x4SMB
I N
x
cul 2x4SMB
ICU CU
x x
0)
I
2x4SMB
CP {� /
CU
0i 1x /
(U /
1x2 /
i
CD l /
Pq
CY) Vl
X
N x
ro I N
d-
I
-----------------------
1x2
W
Pq
Pq
d
V
CU
X
x
CXU
x
H CU
X
CLI
'-'
CD
S-3
e
Gq
Gq
2r_1-;
CU(�U
x
CU
1x2
x
CU
k3'—5"-k3'— 0'-�
2'-0"
OAS L &'eke
�eee�,r0'.y�10Ef.,,y'i
e• 3g 11
a a
3 OF
s •.4 OR ID P ,.•'�cQ' o
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson RE
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart RE,
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 301
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824.7894
E-mail-erb@ fbcplans.com
W eb s ite-ww W, fb cp fans. c o rn
C.O.A.429054
DATE: 04/02/2020
DRAWN BY: BM
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
PROJECT ADDRESS:
KENWOOD RD
PIERCE, FL 34951
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
2" x _PURLINS (SEE A-1
FOR SIZE)ATTACHED TO
BEAM w/MIN (4) #10 x 1 A"
ALUMINUM GUSSET
#12 SMS
j• m • m ✓ \ Na
�F
SgPLNIV,
X4, Fi
CSEE
BEAM
"B"
"N"
'Sl"
"S2"
"SY
"S4„
2X4
12
4
3/4"
1 "
16"
3.75"
2X5
12
4
3/4"
1 "
16"
4.75"
2X6
16
5
1"
1 "
19"
5.75"
2X7
20
6
1"
14"
22"
6.75"
2X8
24
7
1"
1 p'
23"
7.75"
2X9
24
7
1"
1 "
23"
8.75"
2X10
128
1 8
1 1"
1 1-f'
24"
9.75"
Bf
NOTES:
1."N" NUMBER OF SCREWS IN ANY
DIRECTION.
2. TOTAL NUMBER OF SCREWSPER JOINT
EQ6ALS4 TIMES"B".
3. PLATE WIDTH SHALL BE DETERMINED
FROM ANGLE OF BEAM AND MIN. SPACE
REQUIRED.
4. GUSSET PLATES MAYBE INTERNAL OR
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-3 SCALE: NIS
HAVE
(1) 3/8"0 THRU
BOLT W/ NYLON LOCKING
NUT OR THREAD LOCKING
MATERWLAPPLIED
LOX3"SMS CROSS
WING BRACE TO BEAM OR
MEMBER (.125"BACKING
E USED)
ROOF
BRACE
2"x"2"x.12S"FLAT
BAR (typ)
HINGE
2" x 2"
HINGE
HINGE
Z-BRACKET 0.250"
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
BACK W/ (4)#14X 1-1/2"
INTO GUTTER & (1)#14X
1-1/2" @ 24" O.C.
MIF
2"x 2" X %" X ALUMINUM
ANGLEw/ (4) #14 x3/4",
SMS INTO BEAM ON EA SIDE
EA. LEG
2"X2"XO.062" RECEIVING
CHANNEL W/ (2) #IOX 3/4"
EA SIDE TO COVER EXPOSED
BEAM
n
DOOR
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"
t
Fz
[SUPER GUTTER
(5" OR 7")
(4) #12 x3/4"SMS
INTO GUTTER EA SIDE
?R BRACKET & BEAM ATTA(
THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2"X4"
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
SMALLER -CONTRACTOR
TO A 2"X4" FASCIA AND
ENSURE LESS THAN A 2'-0"
OVERHANG.
UPRIGHT WEB LAPPED OVER PURLIN
W/ (2) #12X3/4" SMS EACH SIDE
THEM UPRIGHT& PURLIN
2"X2"MEMBER ATTACHED TO
UPRIGHT W/ (3) #10X1-1/2" SMS'
INTO SCREW BOSS
1"X2"XO.045" OPEN BACK
ATTACHED TO PURLIN W/ (2)
#IOX1-1/2"SMS INTO SCREW
1"X2"XO.045" OPEN BACK
ATTACHED TO 2'X2"XO.045'
EAVE RAIL. MEMBER•
# IOX1-1/2" SMS
0 24" O.0
TCH POST
NEEDED
rc 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"X8"SMB 30
2"X9"SMB 10
2"X10"SMB 12
i
FOR SLOPED BEAMS,
x 2" EXTRUSION
MAINTAIN ALL SCREW SPACING
/
FROM EDGE OF BEAM
ELF-MATINGBEAM
/
HALL BE NOTCHEL
2"x2"EAVE RAIL SECTION
5/
FORUPRIGHT
(UNLESS OTHERWISE SHOWN
C
ON S-2)
-ATTACHED TO BEAMW/
(3) IOX 2" SMS INTO SCREW
/
BOSS
1"X2"OPEN BACKEAVE
RAILATTACHED TO
0I�
/
UPRIGHT./r2I
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
�^p \ END OF THE UPRIGHT.
IE ROOF BRACING CONNECTION DETAIL
S-3 SCALEN.TS.
TYPICAL SCREEN DOOR CONNECTION DETAIL
S-'7 SCALE: NTS
#10xl%"SMSINTOSCREW / i
BOSS j 2" NOTCH OF INSIDE BEAM
#10 X 1 X" SMS 24" C/C TO SLIDE OVER UPRIGHT
#14X3/4"SCREWS
(SEE TABLE ABOVE)
"(MIN)UPRIGHT
D UPRIGHT TOBEAMCONNECTION-ALL WIND ZONES
S-3 SCALE:NIS
Ate' IZ WTEpF
David W. Smith P.E,
FLORIDA LICENSE: 53608
Thomas L. Hanson PJ
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau RE,
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
Website-w W w, fbcplans.com
C.O.A. #29054
DATE: 04/02/2020
DRAWN BY: BM
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
JECT ADDRESS:
KENWOOD RD
PIERCE, FL 34951
]ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST,
PORT ST LUCIE, FL 34983
DETAILS
S-3
OPTIONAL
rEX
R 7"X0250"TRUDED GUTTER
Z-BRACKET 0.250" 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"1
O.C. OR OPTIONAL
2"X2"XO.045'
PURLIN
LAG SCREWS @ EA. GUTTER
' & (1) @ 12" O.C. MAX- MIN
ENTSHALLBE2"
I
I[THE HOST STRUCTURE SHALL
2"x 2" x %" X ALUMINUM
HAVE AT LEAST A 2"X4"
INGLEw/ (4) #12 x-
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"X4" FASCIA AND
ENSURE LESS THAN A 2'-0"
OVERHANG.
Al GUTTER BRACKET& PURLIN ATTACHMENT DETAIL
S_4
N.TS.
OPTION #1
SMS
OPTION #2
2"X2"OR 2"X3" I I 0.062" ALUMINUM INTERNAL OR
MEMBER EXTERNAL RECEIVING CHANNEL
W/ (4) #10 X 3/4° INTO INTO
BEAM OR UPRIGHT. (2) #14X 3/4"
EA. LEG INTO GIRT OR PURLIN
-
(0.062"ANGLE CLIPS W/ (2)
#140/4" SMS EA LEG)
UPRIGHT OR BEAM -SNAP
R SELF MATING OR
HOLLOW
III/ •••H44* \1 PURLIN OR GIRT TO BEAM OR POST DETAIL
SCALE: NIS
SECONDARY ANGLE MIN
: • =ICEN ••• y /
sF •• tp O
(4)#lOX3/4"SMS
FASTENING SECONDARY
0.125"THICK NOT
(
REQUIRED FOR
`
`
w*•
:
• N 3 �O
O.
ANGLE TO COLUMN ('IY
MEMBER)
B
B1
EACH SIDE)
PRIMARY 2"X2"
Q S'T / •�
(B)- CONCRETE SCREW
SECONDARY
XO.125"ANGLE
(2) #10 X 3/4" SMS FASTENINGCOLUMN
1
ANCHOR INTO
ANGLE(TYP EACH SIDE) (SEE
0
TO PRIM ANGLE
• •: ��
• ••••••••o• �((� oa
TABLE)
O
(1yp EACH SIDE)AAY
/ qLEyG\�
///011111111
O
1"X2"BASE MEMBER
(TYP EACH SIDE)
ANCHORSPA
(MIN)9W)(SEETABLA)
(1)- CONCRETE SCREW (SEE
PROFESSIONAL ENGINEER SEAL
d
TABLE) ANCHOR INTO PRIMARY
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min. Spa
2x3-1 4
2x4-1 4
2x5.1 4
2x6-3/8
1
-3
2x7 8
8- /8
2x9-3 83
2x10-8
2
ANGLE AND @ 1/4" 0 CONCRETE
ENGIN$ER OF RECORD:
3" (MIN)
SCREWANCHOR@
David W. Smith P.E.
24" O.C. BETWEEN COLUMNS
FLORIDA LICENSE: 53608
(1YP EACH SIDE)
NOTES:
Thomas L. Hanson P.E
1. NUMBER OF ANCHORS°B"IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE IX2.
FLORIDA LICENSE: 38654
2. MINIMUM EMBEDMENT OFANCHORS INTO CONCRETE FOOTING
Myron Max Neal P.E.
Y
SHALL BE 2-3/4"ATATALL UPRIGHT LOCATIONS. ALL SCREW
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
FLORIDA LICENSE: 86663
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
Joel Falardeau P.E.
WHEN A PAVER DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
FLORIDA LICENSE: 70667
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
Erik Stuart
BY ENGINEER.
P.E.
4.2X3W/IX2 CORNER POST SHALL REQUIRE SAME BASE
FLORIDA LICENSE: 77605
CONNECTIONS AS 2X4 SHOWN IN TABLE.
NOTE: WHEN USING OPTION #2
5"
CONNECTION CABLE MUST BE
MIN.
OPTION #1 • A-36 STEEL
WITHIN 6"OF CORNER OR
° ° • •
CLIP MAY BY PLACED ON
PRIMARY MEMBER.
1/8-ALUMINUM
DOUBLE COMPRESSION
5° TOPORSIDE W/
1°X2"X1/8"ANGLE `,-,
PLATE@45°
SLEEVES
SLEEVE
(2) 3/8°X 3" SLEEVE
ANGLE W/ 1"
TOP OF ANWOR
(4) #12 X 3/4" SMS
a BREAK @ 90° W/
4"NOMINALSLAB
CONCRETE
O TOP AND SIDE)
MINIMUM
® ®
W LOCK NUT&
W/LOCKNUT&
d
WASHER EA SIDE
• d.
1/8"DIA. STAINLESS
(9)#14X3/4 SMS
STEEL CABLE
@1°O.C.
a
3/8"Ox 3" MASONRY
250OPSI CONCRETEW/
3/8" WELDED STAINLESS
ANCHOR (MIN 3.3/4"
OPTION#1 WELDED WIRE OR
(4"SLAB ONLY)
STEEL BOLT
(8)#14X3/4 SMS
OPTION#3
EMBEDMENT)
FIBERMESH
Side View
0.125" STAINLESS
1"0 (MIN) WASHER
y
STEEL CABLE 2500 PSI CONCRETE W/
BENEATH NUT
WELDEDWIREOR TOPE
FIBERMESHCONCRETE4"NOMINAL
SLAB d
INIMUM
'MUSTABLE
a
Top View •
EYE
2rSTEEL
Od
II
CABLE TENSION
4OPTION
#2 . •STAINLESS
I
CABLE
1-1/2"XS-1/2"ALUMINUM / OPTIONO2
STRAP W/ (2) 3/8 "O X 3"_/(USE WITH FOOTING)
MASONRYANCHOR
(MIN 3-3/4" BEDMENT)
71 CABLE TO FOUNDATION CONNECTION DETAIL
S-4 SCALE: NTS
PERIMETER FRAMING�j_,_� `2"X2"X 1/8"EXTRUDED ANGLE
ON 45° ANGLE
Side View OPTION #1
J2 CABLE CONNECTION AT CORNER
S 4 SCALE: NIS
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
Web site-www. fbcplans.com
C.O.A. #29054
DATE: - 04/02/2020
DRAWN BY: BM
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 20 0331 431
PROJECT ADDRESS:
5505 KENWOOD RD
FORT PIERCE, FL 34951
"ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-4