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
MINII�IUM, 3 1/2'NOMfNAL 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 (6D KS1 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.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING*
OPC (PORTLAND CEMENT TYPE 1� ASTM C 150).
AGGREGATES-- 66-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 MTN1]VIUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
1. 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".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-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 KICK PLATES ARE USED A MINIMUM THICKNESS OF
0,024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -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 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 912 SPACING MAY BE 24" ON CENTEK
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"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 IN WOOD & #IOX 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
I. 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 TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, 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 13OLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAM1,ER.
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 95 OR BETTER ZINC PLATED.
I. 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
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A 153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTIM A653
CLASS G-185.
i� FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART I -A, & I-B
ASTM C94
ASTMC150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTMA185
FLORIDA BUILDING CODE 6th EDIY70N (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' 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
'SUNROONF 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 HONE, OR PRE-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME.
12. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREIJENTS OF THEFLORIDA BUILDING CODE 6(h
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 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
6� PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE
2"X2'70.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2.
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND
GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISKCATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF:
12 PSF
SCREEN WALLS:
43 PSF
SOLID ROOF (SCREEN WALL):
N/A
CGIvIPONENTS AND CLADDING LOAD:
NIA
150 wu
116 APH
1
C
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 18X]4XO.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
7. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
8. LIVE LOAD:
300 1b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 1b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
8. PROPOSED 8�XV W/ (1) A 5 REBAR W/ 25- OVERLAP ON 3" CHAIRS W/ 4" MONOLITHIC
SLAB W/ FIBER -MESH FILLED W/ 3000 PSI SHALL BE ADEQUATE TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: IVL4,NSA-RD I HIPPED GABLE
10. SOLIDROOFTYPE: N/A
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2 x 2: --------------------------------------- 2" x 2" x 0.044"
2 x3: --------------------------------------- 2" x 3" x 0.050"
2 x 4: --------------------------------------- 2" X 4" x 0.050"
2 x 5: --------------------------------------- 2" x S" 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
2x2SMS: ------ --------------------------- 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
2x4SMB: ----------------------
2" x 4" x 0.044" x 0.100"
2xSSMB: ----------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMB: ----------------------
2" x 6" x 0.050" x 0.120"
2x7SMB: ----------------------
2" x 7" x 0.057" x 0.120"
2x8SMB: ----------------------
2" x 8" x 0.072" x 0.224"
2x9SMB: ----------------------
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"
AUG 0 5 �qjq
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCCw.
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411
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ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
�rik Stuart P.E.
FLORIDA LICENSE: 77605
FBC PIans & Engineeriii
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-www.fbcp1ans.com
C.O.A.429054
DATE: 7/11/2019
I DRAWN BY: TLK I
MIN M-T 17PPORN
job# 190702068
PROJECT ADDRESS:
BOYCE
9136 SHORT CHIP CIRCLE
PORT ST. LUCIE, FL 34986
-IONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
S-1
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LL (0j 4,
C�
Z
LU
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.F
1x2
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
-0
FLORIDA LICENSE: 86663
:-,�,Joel
Falardeau P.E.
04
X
x5SMB
'FLORIDA LICENSE: 70667
Erik Stuart P.E.
c,44
FLORIDA LICENSE: 77605
X
-0
FBC Plans & Engineering
2x5SMB
4
Services, Inc.
272 Abbott Station Dr. Unit 101
C1
ephyrEills, FL 33542
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p h# (813)788-5314
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Fax# 1-(866)824-7894
1x2 X
E-mail-erb@fbcplans.com
Website-�.Jfficplans.corn
C.OA-#29054
)SED 8"X8" W/
5 REBAR LINEAL
DATE: 7/11/2019
DRAWN BY: TLK
qG W/ 4"
REVISION:
DATE:
LITHIC SLAB
RO 1
R02
R03
R04
REVIEWED F R
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
PROJECT ADDRESS:
3HORT CHIP CIRCLE
ST. LUCIE, FL 34986
--ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
ALUMINUM GUSSET
2" x —PURLINS (SEE A-1
FOR SIZE)ATTACHED TO
BEAM w/MIN (4) #10 x 1 X"
S SIMS
IMS
A
Z-BRACKETO.250'*
5" OR 7'X 6" WIDTH X 0.250"
EXTRUDED GUTTER BRACKET @
oll
EA. BEAM W1 (4) #12 X 3/4'
SIMS INTO GUTTER LIP
1" x Z" x 0.045" OPEN
BACK W/ (4)#14X 1-1/2"
1
INTO GUTTER & (1)#14X-
1-1/2" @ 24" D.C.
S'3 V"P'js '44X'ij'i'a
BEAM
"B"
"N"
"Sill
'PS2"
"SY
"S4"
2X4
12
4
3/V
_iT
"TT
7
2X5
12
4
3/V
1T
67
2X6
16
5
1"
_1�7
75-
2X7
20
6
Ill
22"
6.75"
2X8
24
7
1"
1 "
2Y
2Y7
7.
2X9
24
7
1"
1 "
23"
83Y
2XIO
28
8
ill
1_�'
NOTES:
1. "N" NUMBER OF SCREWS IN ANY
DIRECTION.
2. TOTAL NUMBER OF SCREWSPER JOINT
EQUALS 4 TIMES "B".
3. PLATE WIDTH SHALL BE D ETERMINED
FROM ANGLE OF B RAM AND M IN. SPACE
REQUIRED.
4. GUSSET PLATES MAY BE 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
SCALENTS
0
BEAM 1 0
mffii.i
2" x 2" x Y," X ALUMINUM
ANGLE w/ (4) #14 x 3/4".
SMS INTO BEAM ON EA SIDE
EA. LEG
2"X2"X0.062" RECEIVING
CHANNEL W1 (2) #10X 3/4"
EA SIDE TO COVER EXPOSED
BEAM
NoTI3:2X4 SMB BEAM20NLY REQUIRES 4"
WIDTH GUTTER BRACKET W/ (2) 3/8"
LAGS I
(4) 3/B" LAG SCREWS @ 1-1/2'
SPACING @ EA. GUTTER BRACKET
V—& @ 12" D.C. MAX- MIN EMBEDMENT
I SHALL BE 2"
THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2"X4'
R GUTTER
FASCIA AND ROOF TRUSS
IS" OR 7"�
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
#12 x3/4"SMS
SMALLER- CONTRACTOR
0 GUTTER EA SIDE
SHALL BRING STRUCTURE UP
TO A 2"X4" FASCIA AND
ENSURE LESS THAN
OVERHANG.
rA *� GUTTER BRACKET & BEAM ATTACHMENT DETAIL
��3 N.T.S.
UPRIGHT WEB LAPPED OVER PURLIN
W/ (2) 912X3/4" SMS EACH SIDE-
THRU UPRIGHT & PURLIN
2"X2"MEMBER ATTACHED TO
UPRIGHT W/ (3) #1 OX1-1/2" SMS-
INTO SCREW BOSS
1"12"X0.045" OPEN BACK
ATTACHED TO PURLIN W1 (2)
#10X1-1/Z" SMS INTO SCREW
BOSS
1"X2"XO.045" OPEN BACK
ATTACHED TO 2"X2"X0.04S"
EAVE RAIL MEMBER
#ioxi-1/2-- SMS
@ 24" O.0
rc_'� SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL
1\t3� SCALE: NTS
BEAM SCREWS
2" X 4" SMB 6
2" X 5 "SMB 6
2" X 6 "SMB 8
2" X 7" SMB 8
21, X 81, SMB 10
2" X 9" SMB 10
21, X 101, SMB 12
HINGE LOCATION—
-
BEAM—\,] (2) #10X3" SIMS CROSS
FOR SLOPED BEAM
SCREWING BRACETO BEAM OR
2" x 2" EXTRUSION—
-
MAINTAIN ALL SCREW SPACING
RAVE MEMBER (.125- BACKING
2" x 2" EXTRUSION
FROM EDGE OF BEAM
1ELF�MATING BEAM
PLATE USED)
SHALLBE NOTCHED
HINGE LOCATION—
DOOR
2" x 2' EAVE RAIL SECTION -7-f F45/1, FOR UPRIGHT
(UNLESS OTHERWISE SHOW
ON S._2
ROOF
-ATTAC BED To BEAM _/
'R
BRACE
(3) IOX 2" SMS INTO SCREW
EAVE PAIL----,,,,,
BOSS 0 0
I" X 2" OPEN BACK PAVE
RAILATTACHED TO 0
UPRIGHT W/(2)
(1) 3/8-0 THRU
HINGE LOCATION
I
410 x 136" SMS INTO SCREW
BOLT W/ NYLON LOCKING 2"X"2"X.125" FLAT
BOSS
NUT OR THREAD LOCKING BAR (typ)
2" NOTCH OF INSIDE BEAM
N
MATERIALAPPLIED
910 X 1 X" SIMS 24l'C/C TO SLIDE OVER UPRIGHT
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 x 5/8" SMS MINIMUM.
Lz�= 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
I" x 2" x 0.044"TO UPRIGHT W/#12 x 1" SMS @ 12" D.C. AND WITHIN 3" FROM
ROOF BRACING CONNECTION DETAIL END OF THE UPRIGHT.
SCALE: N.TS. "�TYPICAL SCREEN DOOR CONNECTION DETAIL
SCALE;NTS
#14X
(MIN) UPRIGHT
UPRIGHT TO BEAMCONNECTION -ALL WIND ZONES
SCALE: NTS
E A U
A,
CO
LL C�
Z
01 0 _T
;Z 1-vi-IB
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
IFLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Mans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-S314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcp1ans.com
C.O.A.429054
DATE: 7/11/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
ADDRESS:
36 SHORT CHIP CIRCLE
)RT ST. LUCIE, FL 34986
.-ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-3
V. -
OPTIONAL UPRIGHT 9 l- A U,
SECONDARY ANGLE MIN
S" OR 7"-X 0.250"
0.125" THICK (NOT
EXTRUDED GUTTER (4) 910 X 3/4" SMS
2!j REQUIRED FOR 2X3
FZ-BRACKET 0.250" BRACKET FASTENING SECONDARY MEMBER) * Q % .
ANGLE TO COLUMN (TY LL Q
(D
EACH SIDE) 0 Z
PRIMARY 2" X 2" 1(/ Uj
2- GUTTER BRACKET REQUIRED _j 0 0, /Z
OPTION #1 SMS X 0.125" ANGLE
)ARY
TY
DE)
0
R
AT PURLIN ATTACHMENT W
POINTS W/(2) #1ZX3/4"SMS (1) 3/8" LAG SCREWS @ EA. GUTTER (B)-CONCRETESCREW (2) #10 X 3/4" SMS FASTENING
INTO GUTTER LIP ----I BRACKET & (1) @ 12" D.C. MAX- MIN ANCHOR INTO SECONDARY I
SEE COLUMN TO PRIMARY ANGLE
0 ILE) (TYP EACH SIDE)
EMBEDMENTSHALL BE 2" (4)010 x 1 X" SMS TNT OPTION #2 ANGLE(TYP EACH SIDE) (SEE "c)
I" x 2" x 0.045" OPEN SCREW BOSSES-7 TABLE) 0 0 C, NS,
BACK W/ (2)#14X 0 1" X 2" BASE MEMBER
— — — — — (TYP EACH SIDE)
P
1-1/2" @ ANGLE & ANCHORSPA
'1) 4
(1)#12X2- IL — — — — — E T .4 PRO I TETER SEA
D.C. OR - — — — — — (1)- CONCRETE SCREW (SEE
(T.YP)(SEETABL 1 '4 TABLE) ANCHOR INTO PRIMARY ENGINEER OF RECORD:
1/'"N (MIN)
OF 10
2"X2-10.045L 0.062'ALUMINUM INTERNALOR ANGLE AND @ 1/4" 0 CONCRETE
MEMBER EXTERNAL RECEIVING CIVINNEL
W1 (4) #10 X 3/4- INTO INTO 3" (MIN) SCREWANCHOR@) David W. Smith P.E.
BEAM OR UPRIGHT. (2) #14X 3/4" Z4" D.C. BETWEEN COLUMNS FLORIDA LICENSE: 53608
PURLIN
EA. LEG INTO GIRT OR PURLIN -
0 0
(0.062" ANGLE CLIPS W/ (2)
00
tf14x3/4.'SMSEALEG)
UPRIGHT OR BEAM -SNAP
TFA
OR SELF MATING OR
THE HOST
THE HOST STRUCTURE SHALL
HOLLOW
2" x 2" x X ALUMINUM
L
'�4X
HAVEATL X
HAVEATLEASTA2 4;S
rH
PURLIN OR GIRT TO BEAM OR POST DETAIL
ANGLE W/ (4) 912
1 z 34
S C
FASCIA AND ROOF I�R
IAANT U
\,§
SCALE:NTS
SMS INTO PURLIN ON
FAI
SYSTEM. CONTRACTOR SHALL
SYSTEM CC
�4
SIDE
I
VERIFY THIS AND IF
& (4) 12X1-1/2" INTO
SMALLER- CONTRACTOR
GUTTER
SHALL BRING STRUCTURE UP
TO A 2'14" FASCIA AND
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min. Spa
_E�3_-1/4
—0
�O
2X4-1/4"
1
3'
2x5-1/4"
1
3
2Z6--3/8'
—1
�4
�5
�3
�4
_T�5
NOTES: (TYP EACH SIDE)
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 1X2.
FLORIDA LICENSE: 38654
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
Myron Max Neal P.E.
SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
FLORIDA LICENSE: 86663
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING �
el Falardeau P.E.
WHEN A PAVER DECK IS PRESENT. j
to
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
ORIDA LICENSE: 70667
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
Erik Stuart P.E.
BY ENGINEER.
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
FLORIDA LICENSE: 77605
CONNECTIONS AS 2X4 SHOWN IN TABLE.
ENSURE LESS THAN A 2-4- FBC PIans & Engineering
OVERHANG. 2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Services, Inc.
GUTTER BRACKET & PURLIN ATTACHMENT DETAIL 6272 Abbott Station Dr. Unit 101
N.TS. \\�4 SCALE:NTS Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
I" PER FT. MAX FOR 2'-0" z E-mail-erb@fbcplans.com
MIN BEFORE STEEPER NOTE: WHEN USING OPTION #2 Website-www.Ifficiplans.corn
SLOPE CONNECTION CABLE MUST BE L —MIN. C.O.A.429054
GRADE OPTION 41 - A-36 STEEL WITHIN 6" OF CORNER OR
_\ I., .. CLIP MAY BY PLACED ON PRIMARY MEMBER. 1/8" ALUMINUM
:5 N _-4 TOP ORSIDE OF DECK W/ V X 2- X 1/8" ANGLE PLATE @ 45*
DOUBLE COMPBESS'o S 50 ANGLE W/ V DATE: 7/11/2019
4111UL— SLEEVE (2) 3/8"X 3- SLEEVE BREAK @ 90- W/
Topo' ANUOR (4,1112 X 3/4- SMS T
FLAT SLOPE NO FTG 4"NOMINALSLAB (TYP To EYE BOLT DRAWN BY: TLK
TYPEI Z 1114CIRITE �PAND SIDE) 5/16
:5 W/ LOCK NUT &
2:1Z C, MINIMUM ASHER EA SIDE REVISION: DATE:
Zn ""'A WED FLA
OPTION #1 1/8" DIA. STAINLESS (9) 414 X 3/4 S RO 1n = V I E
4' STEELCABLE @r D.C.
GRADE 't Dom
;i zIr_
WELDED STAINLESS
3/8
3/8" 0 x 3" MASONRY 2500 PSI CONCRETE W1
WELDED WIRE OR STEEL EYE BOLT ION #3 ST. LU �JE
ANCHOR (MIN 3-3/4" OPTION#1 -y
(1)05 REHAR CONTINUOUS W - / 25" EMBEDMENT) (4"ILAB ONLY) FIBERMESH 1� (8) tf14 X 3/4 SMS OPT RO 4
OVERIAP AT ALLJOINTS ON 3 -lr%d
(1) #5 CONT ON 3" Loll CHAIM & CENTERED 0.125" STAINLESS -Side View I-O(MIN)WA ER job# 19-0702-OGB-'
CHAIRS 01 TAN BENEATH NUT MN 1/8 ' A
PLATT
N ..... ANGL
ES (2) 3/8 X BREA
TOPOF ANM OR 5/1
CONCRETE 6'
W/ LC
ASH
SM
(9) 414 KX3/4
'Y 2,TTO 'S, T3T/. WEYDE 'l 0 C
OPTION S r
IN
")"'RE". CON
WEIt" AT ALL D
IT & CENTER,
LESS
STEELCABLE 2500 PSI CONCREMW/' PROJECT ADDRESS:
TYPE 11 MONOLITHIC SLAB TOPOF WELDED WIRE OR
ET
LINEAL RIBBON MODERATE SLOPE FTG CONCRETE FIBERMESH B13YCE
FOOTING SLOPE: 2":12" - 3":12' 9136 SHORT CHIP CIRCLE
OPTION #2 OPTION #3
4"NOMINALSLAB 3/8" 0 ADJUSTABLE EYE PORT ST. LUCIE, FL 34986
,4
NOTES FOR ALL FOUNDATION TYPES: MINIMUM 0 4 Top View BOLT FOR CABLE TENSION
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 OPTION #2 l/W 0 STAINLESS CONTRACTOR:
PSF. THE BEARING CAPACITY OF THE SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO STEEL CABLE
ANY POURING OF CONCRETE 1-1/2" X S-1/2- ALUMINUM OPTION #2 K & S INDUSTRIES, INC.
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND COMPACTED PRIOR TO V/ ( I 8� OX C, I IT TI G)
POURING OF ANY CONCRETE. STRAP W1 (2) 3/8 "0 X 3- CUSE WITH FOOTING) 1379 SW BILTIVIORE ST.
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. MASONRYANCHOR PERIMETER FRAMING-J
(MIN 3-3/�-�BEDMENT) L-1-i 2"X2"X 1/8"' EXTRUDED ANGLE PORT ST LUCIE, FL 34983
CONTINUOUS LINEAL FOM OR FOOTING W1 SLAB J1 )CABLE TO FOUNDATION CONNECTION DETAIL ON 45- ANGLE
SCALE:NTS Side View OPTION #1
rjf� CABLE CONNECTION AT CORNER DETAILS
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