HomeMy WebLinkAboutREVISIONGeneral Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRFCE 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. AIL 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 MINIMUM 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:
2. HEX BOLTS HAS Tv nn ASTM A 325, PLATED WITH STANDARD
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
A R
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
HOME,
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
tj��Za
-(
ST. LUCIE COUNTY
�e •�.••••••..•
�Ci� \C, E NSF•
® O
EQUAL.
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th
%UILDntC ION ED zz
RE�WED �� �p(�
METAL TIES AND ASSOCIATED
FOR COMPL
4501.17IN
fVo. 70667
4. ALL ACCESSORIES SHALL BE
EDITION R ITS ENTIRETY.
REVIEWED BY
•
- Y •
HOT DIPPED GALVANIZED.
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
DATE 1
® �o _
LUCI� 11n'P°
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
ADHESIVE GROUT,
pj,ANs �� PERMMUST I p� ��
OF
®� s
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
HAVE EPDXY TO CONCRETE OR IF USING
ENSURE BONDING AGENT IS USED P1RST.
ESTATE
Q" �T�'�f d �T ®N `V E E .3 � �j G.C� �'. O R 10
••p•••..•
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
E BOLT OR SCREW. ALL LAG 13OLTS AND SCREWS SHALL BE
5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
ALENT DENSITY EN MESH ONLY UNLESS NOTED
�� FS •••�
INSECIRCUMSTANCESTEDIIIHOLESBY TURNINGUNDER NO
DRIVING WITH A HAAND
6. PLEASE DRAWING
NOTES-22 (typ) DIARGONAL BRACING SHALL
��J l l J'
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
2"XTWO.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2.
'THESE PLANS AND ALL PROPOSED WORN
ACCORDANCE WITH THE SPECIFIGMANUFACTUREWS
7 ALL ES SHALL BE SIGNED
NUM SCREENED ENCLOSUSTATED
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
SPECIFICALLY FOR THE APPLICATION IN RULE
ARE SUBJECT TO ANY CORRECTIONS
BE TO
D IN FASTENERS HALL
61G20-1-002: TO REMOVE SCREEN PANELS IN THE OF
INSPECTORS THAT
SITIONS
MANUFACTTURER. BE APTABLE
MINIMUM OF SAE
FORECAST WINDS THAT EXCEED 75 PH. LABELSH LL BE
REQUIRED BY FIELD
GRADE #5 OR BETTER ZINC PLATED.
PLACED ON CHAIR RAIL MEMBERS ON ALL SCREEN WALLS IN
MAY BE NECESSARY IN ORDER TO
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
A LOCATION THAT CAN BE EASILY SEEN AND FOR ALL PANELS
ABOVE THE DESIGNED CHAIR RAIL ON ALL SCREEN WALLS
QQMIaI,Y WITH iPIGABI CODES.
18-8 UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
SHALL BE CUT AS PRESCRIBED IN 1HE RULE AND THE
-- -- -
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
9. ALL FASTENERS SHALL COMPLY WITH ASTM Al53. FLORIDA, 553.76, 553.77., ONLY APPLIES IF SHOWN ON PAGE
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 S-2 DRAWING PAGE.
CLASS G-185.
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING DESIGN DATA:
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 150 PH
UNLESS NOTED OTHER WISE. NAL 1
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).
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUMREQUIREMENTS__0,F-60.05-T5 FOR ALLOY -WITH A
MINIMUM THICKNESS OF 0,040" FOR SUPPORTING MEMBERS.
F. ABBREVIATIONS:
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
0.024" SHALL APPLY.
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
3. STRUCTURAL ALUMINUM DESIGN CONFORMS
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM
I. YP --TYPICAL
STRUCTURES - ALLOWABLE STRESS
2.S IM - SIMILAR
IM
DESIGN" OR "PART 1-B - SPECIFICATIONS FOR ALUMINUM
3. UON -- UNLESS OTHERWISE NOTED
STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR
4. CONT -- CONTINUOUS
DESIGN' OF THE ALUMINUM DESIGN MANUAL PREPARED BY
5. VIF -- VERIFY IN FIELD
5.
THE ALUMINUM ASSOCIATION, INC.WASHINGTON D.C. THE
FLORIDA BUILDING CODE 6th EDITION ( CHAPTER 16
G. RESPONSIBILITY:
DESIGN &CHAPTER 20 ALUMINUM),
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
SEPARATION.
CODES, LOCAL ORDINANCES, ETC.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
2• CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
THAN # 10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
USING #12 SPACING MAY BE 24" ON CENTER.
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE, THEY
CONDITIONS.
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
"REMOVABLE PANEL SHALL BE REMOVED'WHEN WIND
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
CONTRACTOR.
VISIBLE WHEN PANEL IS INSTALLED.
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
7. 1"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24"
MANUFACTURER.
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
5• ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SMS
LICENSED P.E. IN ACCORDANCE WITH STANDARD
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
ENGINEERING PRACTICES.
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.
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
NOMI DESIGN WIND SPEED Vasd: 16 MPH
2. RISK CATEGORY: 1
3. WIND EXPOSURE: C
4. WIND LOADS:
SCREEN ROOF: N/A
SCREEN WALLS: N/A
SOLID ROOF (SCREEN WALL): 32 PSF
COMPONENTS AND CLADDING LOAD: +19.00/-38.8 PSF
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.0I3
OR EQUIVALENT )DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
8. EXISTING SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESIST THE
--UPLOADS-FOR-THE-P-ROPOSED-STRUCTURE. -- -
9. SCREEN ROOF TYPE: N/A
10. SOLID ROOF TYPE,; 3"X48"X0.032" ELITE EPS 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"), 9" x 0.072" x 0.224"
2 x 10 SMB:-------------------
2" x 10" x 0.092" x 0.374"
CONCEALED FASTENERS OR ATTACHfMS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
-'#,Skc -/ola- 01�7
PHOHESSIORALrENOINEER SEAL
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
Zephyrhil-Is, FL 33542
Ph# (813:)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-Www.fbcplans.com
C.O.A.429054
DATE: 2-20-2018
DRAWN BY; TLK
REVISION: DATE:
RO1 DATE: 3-13-2018
RO 2 DATE: 4-23-2018
RO 3
RO 4
PROJECT ADDRESS:
SCHURMANN
233 OLSON AVE
FORT PIERCE, FL 34946
:ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
V/.
m
•
;<
NOTES 'IS-1 M2
1
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
(N
X
ATTACH TO HOST FASCIA
2X7 EDGE BM
0)
0
0)
0
0)
0
X
X
X
X
X
X
12'-0"
(tYP)
�ICFN °
S
°O
o °
m N706O.
p
°Cm,
°
e
as
®
0
®O a TTgTEOF
s
o
:•
®e6' ON L E14G
4f®®®®11fli91%
®®��
��
'V4]_1..� . /it
ENGINP.ER 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
oel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhil,ls, FL 33542
Ph#(813)788-5314
Fax# 1-(a66)824-7894
E-mail-efb@fbcplans.com
Website-Www.fbcplans,com
C.O.A.-#29054
DATE: 2-20-2018
DRAWN 8y; TLK
REVISION: DATE:
R01 DATE:3-13-2018
RO 2 DATE: 4-23-2018
RO 3
RO 4
PROJECT ADDRESS:
SCHURMANN
233 OLSON AVE
FORT PIERCE, FL 34946
CONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
ALUMINUM RISER
#10 X4" SMS W/ 1"0 (4) #10 SMS W/ 3/4" i
NEO-WASHERS @ B" O.C. PER WASHERS PER 12" PANEL
PANEL FOR 3"X12" PAN ROOF USE
#1OX3/4" SMS W/ 1"0
NEO-PRENE WASHER 2" FROM
END & 2" O.C. PER PANEL Detail C2
SEE DETAIL C2 FOR
ALUMINUM RISER PANS
2" X 2" X 0.125"
RECEIVING CHANNEL
WITH (4) 3/8" 0 MACHINE-,,,(4)
3/8"0 MACHINE
BOLTS WITH 3/4" WASHERSBOLTS
OO
WITH 3/4"
EACH SIDE
WASHERS EACH SIDE
O
NOTE: IF 2X4 THRU 2X7 SMB
REDUCE THRU BOLTS BY (1)
O
3/8"0 MACHINE BOLT
CROSS BEAM/4
(IF NECESSARY)
EDGE BEAM
NOTCH POST FOR BEAM
POST (SEE SHEET S-2
FOR SIZE)
NOTE:MINIMUM EMBEDMENT OF
(4) . 3/8" 0 CONCRETE
ANCHORS INTO CONCRETE FOOTING SHALL
SCREW WITH 2-3/4"
BE 2-3/4" AT ALL POST LOCATIONS, ALL
EMBEDMENT (MIN EDGE _ _
SCREW LENGTHS AT POST CONNECTIONS
DISTANCE =3"
SHALL BE OF SUFFICIENT LENGTH FOR
MIN SPACING 2")
REQUIRED EMBEDMENT INTO CONCRETE
FOOTING WHEN A PAVER DECK IS PRESENT.
(3) -1/4" 0 MACHINE
— —
BOLTS WITH WASHERS TOP VIEW
(MIN EDGE DISTANCE = 3/4"
MIN. SPACING= 3/4")
OR (4) 414X 3/4" SMS
EA. SIDE
(4) - 3/8" 0 CONCRETE
SCREW WITH 2-3/4"
EMBEDMENT (MIN EDGE —
DISTANCE =3"
MIN SPACING 2")
X 3" POST
2"x2"x 0.125" ANGLE (EXTERNAL OR
INTERNAL) OR 0.125"RECEIVING CHANNEL
a °.
C d d
. a.
2" (min)
FRONT VIEW
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON Tapcon LDT 3/8" 0 SCREW
ANCHORS, OTHER SIZE OF ANCHORS SHALL NOT BE USED.
G 3"X3"POST CONNECTION DETAIL
S-3 SCALE; NTS
EXISTING HOST STRUCTURE
BREAK FORM HEADER OR
RECEIVING CHANNEL
#10 SMS AT EACH RISER
FOR PAN OR #10 SMS @
8" O.C. FOR COMPOSITE PANEL
i---SOLID ROOF
1-1/4"J L#10 SMS @ 8" O.C.
(MIN) FOR COMPOSITE PANEL
(2) #10 SCREWS PER 12"
WIDTH CONNECTING
PAN TO HEADER (BOTTOM
OR BACK OF PAN)
/(2)10 X 2" SCREWS PER 12" WIDTH CONNECTING
]HEADER OR CHANNEL TO FASCIA.
S 1 ROOF PANEL TO FASCIA CONNECTION DETAILS
L / SCALE: NTS
., �.0.
O�
�'o•��-\CEAt
0 C)
No. 7066
: y
: G m
®� STATE O
- e A,
�i O� �•°° OR 10
a
'® F0 e••°000•e•
®���&-
e� ��/
GF
ONAL
�t♦��
®��®
PROFESCOMALEWSINEER SEAL
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@fbcplans.com
W ebsite-www.fbcplans,com
C.O.A.429054
DATE: 2-20-2018
DRAWN BY: TLK
REVISION: DATE:
RO1 DATE: 3-13-2018
RO 2 DATE: 4-23-2018
RO 3
RO 4
PROJECT ADDRESS:
SCHURMANN
233 OLSON AVE
FORT PIERCE, FL 34946
"IONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-3
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC