HomeMy WebLinkAboutENGINEERINGGeneral 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" NOMINAL THICKNESS.
3. FIBERMESH (5/4" 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, #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 - #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 NIINIMUM 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 T-0" IN
HEIGHT.
C. ALUMINUM:
1. 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-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 B UILDING CODE 6th
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 #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 & #10X 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAa i u BE 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, HILTI, 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 THE FLORIDA BUILDING CODE 6th
SCANIVIED
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
BY
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
CONTRACTOR.
00 r
0ME
BOLT DIAMETER INTO STRUCTURAL FRAMMI FRAMING (G=.42 N.).
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
to
U ` 1
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 S-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"X0.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2.
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
7. ALL ALUMINUM SCREENED ENCLOSURES SHALL BE DESIGNED
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
SPECIFICALLY FOR THE APPLICATION STATED IN RULE
61G20-1-002• TO REMOVE SCREEN PANELS IN THE EVENT OF
RECEIVED
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IEER OF RECORD:
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE FORECAST WINDS THAT EXCEED 75 MPH. LABELS SHALL BE David W. Smith P.E.
GRADE #5 OR BETTER ZINC PLATED. PLACED ON CHAIR RAIL MEMBERS ON ALL SCREEN WALLS IN U N p 20118 FLORIDA LICENSE: 53608
S. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR A LOCATION THAT CAN BE EASILY SEEN AND FOR ALL PANELS
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 ABOVE THE DESIGNED CHAIR RAIL ON ALL SCREEN WALLS Thomas L. Hanson P.
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES SHALL BE CUT AS PRESCRIBED IN THE RULE AND THE ST. Lucie County, Permitting FLORIDA LICENSE: 38654
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS
OTHERWISE NOTED ON PLANS. STATED IN RULE 61G20-1.002 AND SECTION 19 LAWS OF Mark R. Dunn P.E.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. FLORIDA, 553.76, 553.77., ONLY APPLIES IF SHOWN ON PAGE FLORIDA LICENSE: 73968
10. ALL CONNECTORS SHALT, COMPLY WITH ASTM A653 S-2 DRAWING PAGE
CLASS G-185. Joel Falardeau P.E.
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING DESIGN DATA: FLORIDA LICENSE: 70667
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" 1, ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 150 MPH
UNLESS NOTED OTHER WISE. I NOMINAL DESIGN WIND SPEED V d 116 MPH $ ik S P E
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
ASTM 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,,
TIF NOYING 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-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
a.
2. RISK CATEGORY: 1
3. WIND EXPOSURE: B
4. WIND LOADS:
SCREEN ROOF: N/A
SCREEN WALLS: 31 PSF
SOLID ROOF (SCREEN WALL): 25 PSF
COMPONENTS AND CLADDING LOAD: +16.0/-33.5 PSF
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
300 Ib. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS,
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
8. EXISTING 8"X8" THICKENED EDGE WITH 4" MONOLITHIC SLAB SHALL BE ADEQUATE
TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: N/A
10. SOLID ROOF TYPE: 3"X48"X0.030" ELITE EPS FOAM CORE COMPOSITE PANEL ROOF 11b - -
FOAM DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-R4.
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"
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 Snap: ---------------------------------- 2" x 2" x 0.045„
2 x 3 Snap:---------------------------------2" x 3" x 0.050"
2 x 4 Snap:--------------------------------- 2" x 4" x 0.045"
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"
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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.co 1n
Webs ite-www. fbcplans. com
C.O.A.-#29054
DATE: 6-1-2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
PROJECT ADDRESS:
COMTOI$
1325 BENNETT RD
FT PIERCE, FL 34947
CONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
S-1
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THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
DOOR LOCATION MAY BE
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ENGINEER OF RECORD:
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 & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fl)cplans.com
Website-wW W. fbcplans.com
C.O.A.429054
DATE: 6-1-2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3- - -
RO 4
PROJECT ADDRESS:
COMTOI$
1325 BENNETT RD
FT PIERCE, FL 34947
,ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
THIS
SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN,
ALUMINUM RISER PAN
(4) #10 SMS W/ 3/4"
WASHERS PER 12" PANEL
#10X4"SMS Detail C2
f4" NEOPRENE
ER 8" O.C.PER
PANEL 3"SOLID
I --ROOF PANEL
3"SOLID
ROOFPANEL
�2"X2"X3"X0.
ANGLE W/ (2) #12X
----------- EDGE BEAM7 L: I II 3/4"EA. LEG
SLICE I I I #10X4" SMS THRU
1" X2"OPEN BACK
ADDED TO EDGE
BEAM w/(2) #10 x1
�/y"SMS &TO EDGE I II
,BEAM II II
SMS 12" C/C IF
TRIBUTARY
BETWEEN POST I I I I
EXCEEDS6'-6"OR II II
150 MPII "C"
II II
SIDE VIEW
2"X_'10.050" EDGE BEAM I III PO T SCREW BOSS
CONTINUOUS (SEE S-2 FOR
SIZE) EDGE BEAM SPLICE
1) # 1OX 4" -MIN. ----- ------------
VTOSCREWBOSS -
--------
--------
2"X_"10.050"UPRIGHT
(SEE S-2 FOR SIZE)
_ 2"X2"X3"X 0.62"
(4) #10X4" SMS THRU I I ANGLE W/ (2) #12X
EDGE BEAM INTO 3/4" EA. LEG
POST SCREW BOSS
EDGE BEAM SPLICE
S ROOF PANEL TO EDGE BEAM CONNECTION DETAIS
S-3 SCALE:NTS
OPTION #1
- - (4)#10.x-1Y,"SMS
INTO SCREW
BOSSES
OPTION #2
RECEIVING CHANNEL
,--OR ANGLE EA, SIDE (typ)'
(.0625" THICKNESS)
2"X2" OR 2"13" (2) #10x 3/4" SMS
PURLIN OR GIRT (typ) EA. LEG)
(TOTAL 6 SCREWS R.C. (8)
SCREWS ANGLE EA.
CONNECTION)
H PURLIN OR GIRT TO BEAM OR POST DETAIL
S-3 SCALE:NTS
(4) #10 X 3/4" SMS
UPRIGHT
FASTENING SECONDARY
SECONDARY ANGLE
ANGLE TO COLUMN (TYP
(MIN 0.125" THICK)
EACH SIDE)
PRIMARY 2" X 2"
X 0.125" ANGLE
(B) -3/8" 0 CONCRETE SCREW
I
(2) #10 X 3/4" SMS FASTENING
ANCHOR INTO SECONDARY
I
COLUMNTOPRIMARY ANGLE
ANGLE(TYP EACH SIDE) (SEE
O
UYP EACH SIDE)
TABLE)
O
O
1" X 2" BASE MEMBER
(TYP EACH SIDE)
ANCHORSPA
(MIN) (TYP)(SEE TABLE)
(1) - 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
Column
Size
3/8" 0
Concrete Screw
Anchor
B
Min. Spa
264
2x5
1
3
2x6
4
2x7
2x8
1
6
2x9
2
4
2xl0
2
4.5
ANGLE AND @ 1/4" 0 CONCRETE
3" (MIN) SCREW ANCHOR @
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 1)(2.
2, MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2-1/2" 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 ITW RED
HEAD83/8" 0 LARGE DIAMETER TAPCONS WITH AN ULTIMATE
TENSION CAPACITY OF 3740 LBS, AND AN ULTIMATE SHEAR
CAPACITY OF 3328 LBS. STAINLESS STEEL CONCRETE SCREW
ANCHORS (3/8" 0) WITH MINIMUM ULTIMATE TENSION AND SHEAR
CAPACITIES LISTED ABOVE MAY BE USED IN THE SAME QUANTITY AS
THE TABLE. OTHER SIZE OR TYPE OF ANCHORS REQUIRE
SITE -SPECIFIC ENGINEERING.
G 2" x 4" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS
S-3 SCALE:NTS
HINGE LOCATION
2" x 2" EXTRUSION 2" x 2" EXTRUSION
HINGE LOCATION - _ . DOOR
HINGE LOCA
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
END OF THE UPRIGHT.
F TYPICAL SCREEN DOOR CONNECTION DETAIL
S-l� SCALE:NTS
2" x_" MEMBER
(SEE SHEET S-2 FOR SIZE) EXISTING MASOI
WALL GROUTED
SOLID OR WOOD
@ CONNECTION
EAVE MEMBER ATTACHED TO 1"X2"
OPEN BACK W/ (4) #10X2" SMS THRU
SCREW BOSSES (typ)
1"X2"10.045" OPEN BACK
ATTACHED TO HOST W/ 1/4" 0 X
2-3/4" EMBEDMENT MASONRY
SCREW 3" FROM END &@ 24" O.C. OF
WOOD USE IDENTICAL SIZE LAG)
SZ END BEAM TO HOST STRUCTURE DETAIL
S-3 SCALE:NTS
HOSTSTRUCTURE
BREAK FORM HEADER OR
RECEIVING CHANNEL
#10 SMS AT EACH RISER
—FOR PAN OR #10 SMS @
8" O.C. FOR COMPOSITE PANEL
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ENGINI?ER 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
Website-www. fbcplans.com
C.O.A.-#29054
DATE: 6-1-2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
IOLID ROOF RO 3
I IR04
PROJECT ADDRESS:
COMTOI$
#10 SMS @ 8" O.C.
1325 BENNETT RD
(MIN)
FOR COMPOSITE PANEL
7
FT PIERCE, FL 34947
(2) #10 SCREWS PER 12"
WIDTH CONNECTING
PANTO HEADER (BOTTOM
CONTRACTOR:
OR BACK OF PAN)
(2) #10 X 2" SCREWS PER 12" WIDTH CONNECTING
K & S INDUSTRIES, INC.
HEADER OR CHANNEL TO FASCIA.
1379 SVV BILTMORE ST.
S1 ROOF PANEL TO FASCIA CONNECTION DETAILS
PORT ST LUCIE, FL 34983
S-3
SCALE:NTS
DETAILS
S-3
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
#10 SMS W/ 1"0 NEO-WASHERS
c@ 8" O.C. (USE SCREW LENGTH
EQUAL TO COMPOSITE PANEL
THICKNESS PLUS (1) INCH)
SEE DETAIL C2 FOR
ALUMINUM RISER PANS—\
POST
ALUMINUM RISER PAN
(4) #10 SMS W/ 3/4"
WASHERS PER 12" PANEL
ItTy
Detail C2
(4) 3/8"0 MACHINE
BOLTS WITH 3/4"
WASHERS EACH SIDE
(NOTE: IF 2X4 THRU 2X7 SMB
REDUCE THRU BOLTS BY (1)
3/8"0 MACHINE BOLT)
BEAM
NOTCH POST FOR BEAM
S4 ROOF PANEL TO EDGE BEAM CONNECTION DETAIL
S_tI SCALE: NTS
GRADE
• • (1)#5 OR (2) #4 REBAR
CONTINUOUS W/ 25"
OVERLAP AT ALL JOINTS ON
I2' 3" CHAIRS& 3" EDGE
DISTANCE
12"x12"
RIBBON FOOTING
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING
OF CONCRETE.
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND
COMPACTED PRIOR TO POURING OF ANY CONCRETE.
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
K TYPE If MONOLITHIC SLAB FOOTING
S-4 ' ' ' '
V12"OPEN BACK (IF
REQUIRED) ATTACHED TO
HOST W/ (1)1/4"0
CONCRETE SCREW OR LAG
WITHIN 6" OF BEAM & @
a 24" O.C. MAX BETWEEN
N BEAMS
a
O
(B) -1/4" 0 CONCRETE SCREW W/ Ln
1-1/2" EMBEDMENT INTO
MASONRY (1-1/2" MIN. SPACING
OR (B)-1/4" 0 X 2" LAG SCREWS
INTO WOOD (1" MIN SPACING)
(TYP 2 LOCATIONS)
BEAM "B" NOTES:
2X4 1 1. THE MINIMUM EDGE DISTANC
IS 3" FOR MASONRY
2x5 2 STRUCTURES.
2, IF A RECEIVING CHANNEL IS
2x6 2 USED, USE TWICE THE NUMBER
2x7 3 "B" ANCHORS INTO THE HOST
STRUCTURE. ALL MINIMUM
2x8 3 SPACING SHALL BE APPLICABLE,
2x9 3
2x10 4 S3 BEAM TO HOST 1
GALA ^^e
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/INEER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
FLAT RIDGE & FLORIDA LICENSE: 38654
ROOF BEAMS (SEE Mark R. Dunn P.E.
SHEET S-2 FOR SIZE)
FLORIDA LICENSE: 73968
\_2"X2"X0.125"ANGLE Joel Falardeau P.E.
EA, SIDE OF BEAM LORIDA LICENSE: 70667
EXISTING HOST STRUCTURE Erik Stuart P.E.
-(CONCRETE, GROUT FILLED FLORIDA LICENSE: 77605
CMU ORWOOD)
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
'TION DETAIL Ph# (813)788-5314
Fax# 1-(E166)824-7894
E-mail-erb@ibcplans,co m
Website-Www.fbcplans.com
C.O.A.-#29054
POST
12" 4
'VARIES"
(1) - 12" LONG 3/8" ° 4.
"VARIES",
DIA. BAR c
THROUGH COLUMN__
(EACH WAY) n a
dQ 4*
"All
(EACH DIRECTION)
NOTE: IF TOP MOUNT REFER TO DETAIL G2, SA
TYPICAL ISOLATED FOOTING SECTION DETAIL
SCALE: N.T.S.
DATE: 6-1-2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3-
RO 4
PROJECT ADDRESS:
COMTOIS
1325 BENNETT RD
FT PIEROE, FL 34947
:ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-4
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WTHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC