HomeMy WebLinkAboutPLANS. 111IIIIIIt.
General Notes
A. CONCRETE & FOUNDATION DESIGN:
L 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, 93 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.
TALL 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' ORTHE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING 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.
ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN 910 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
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.
I"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4" 0 X I-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #lOX 12" EMBEDMENT SMS
OR TEK SCREWS IN 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 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 BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER
z ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURERS
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.
8. 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 A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G-185.
❑. 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:
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 C 150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTMA185
FLORIDA BUILDING CODE 6U1 EDITION (CHAPTERS 16,20 & 23).
/:XI Il CII&I
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. DON -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
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th
EDITION R 4501.17IN 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"X0.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2.
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND
GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF:
N/A
SCREEN WALLS:
31 PSF
SOLID ROOF (SCREEN WALL):
25 PSF
COMPONENTS AND CLADDING LOAD:
N/A
qp Ago
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RECEIVED
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Piwn
�T: 61I012 6N1!(14y1 P@P Q-
_ PROFESSIONALE GI EER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
10 MPH
120 MPH
Thomas L. Hanson P.E
1 FLORIDA LICENSE: 38654
B Myron Max Neal P.E.
FLORIDA LICENSE: 86663
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:
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 PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE : N/A
10. SOLID ROOF TYPE: 3"X48"XO.024" ELITE EPS COMPOSITE PANEL ROOF 116 FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561.R-4.
ALUMINUM STRUCTURAL MEMBERS
SCANNED2x2:-
HOLLOW SECTIONS
-----------------2"x2'x0.044"
BY
2 x 3-
--------------------------------------2„ x 3" x 0.050"
2x4-
--------------------------------------- 2"x4"x 0.050"
St. (..UCIe County
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:
--------------------------------------1" x 3"x 0.045"
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
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-W v✓w.tbcplans.com
C.O.A.429054
DATE: 10/16/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
_1011_214
SNAP SECTIONS I 1PROJECT ADDRESS:
2 x 2 SMS:----------------------------------2"
x z' x o.045"
KELLY
2 x 3 SMS:
2 x 4 SMS:--------------------------------
3 3 SMS:---------------------------------
---------------------------------2" x 3" x 0.072" I
2" x 4" x 0.045°
3" x 3" x 0.090"
��
FORT PALMETTO DR
FORT PIERCE, FL 34982
I
x
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„ x 2" x 0.090„
REVIEWED FOR
CODE COMPLIANCE
ST. L UCIE C� �t3(f9
BOCC (d�b.J1�
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
S-1
2x7 SMB
2x6 SMB
2x6 SMB
] M
M
M
j
p
C
] M
7 M
n
X
M
x
M
I
1.k 12'-0"
2'-0"
2-0„ 1L Q
REVIEWED FOR
CODE COMPLMNCt
Si. LUCIE COUNT`'
RCCC
CENSF'. lC,�
P1o.86663
iA®�'•.
STAT O .?
/
�'•n• OV
PROFESSIONAL E GINEER SEAL
ENGINEER OF RECORD:
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 P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineerir
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 .lbcplans.com
C.OA.429054
DATE: 10/16/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
A-6f ftTIADDRESS:
KELLY
4807 PALMETTO DR
FORT PIERCE, FL 34982
]ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
.11ll11111/�
1
(1)45 REBAR CONTINUOUS W/ 25"
OVERLAP AT ALL JOINTS ON 3"
CHAIRS & CENTERED
TYPE II MONOLITHIC SLAB
MODERATE SLOPE FTG
SLOPE: 2":12" - 3":12"
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
BEARING PRESSURE OF 1,S00 PSF. THE BEARING CAPACITY OF THE
SOIL VERIFIED BYA LICENSED CONTRACTOR PRIOR TO ANY POURING
OF CONCRETE.
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND
COMPACTED PRIORTO POURING OF ANY CONCRETE.
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
K TYPE 11 MONOLITHIC SLAB FOOTING
S_3 . .
EXISTING MASONRY
WALL GROUTED
SOLID
@ CONNECTION
(4)-3/8" 000NCRETE NOTE:MINIMUM EMBEDMENT OFf
SCREW WITH 2-3/4" ANCHORS INTO CONCRETE FOOTINGGiHALL 'I
EMBEDMENT (MIN BUG BE 2-3/4" AT ALL POST LOCATIONS. AIIG'='-=
DISTANCE=3" SCREW LENGTHS AT POST CONNEETIONS
MIN SPACING 2") SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE, ,
FOOTING WHEN A PAVER DECK IS:PRESBNT. '
i A'
(3) -1/4" 0 MACHINE -
BOLTS WITH WASHERS
(MIN. EDGE DISTANCE = 3/4';
MIN. SPACING= 3/4")
OR (4) #14X 3/4" SMS
EA. SIDE
(4)-3/8" 000NCRETE
SCREW WITH 2-3/4"
EMBEDMENT (MIN EDGE -
DISTANCE =3"
MIN SPACING 2")
a'd
TOP VIEW 3"X3"POST
Eia,...C.MAX
SEE SHS.2 FOR c-+•-++•
Z"xZ"x 0.125" ANGLE(FXTERNAL
OR INTERNAL) OR O.f25"
RECEIVING CHANNEL "'-
1" }
x 2" OPEN BACK ANCHORED
TO CONCRETE w/ 1/4" X 3- _ --
1/2" -
MASONRY ANLROR-6"
AX EACH SIDE OF POST AND
d
FRONT VIEW
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON3/8" 0 LOT SCREW ANCHORS,
OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
Cr1 T13"POST CONNECTION DETAIL
S'3 SCALE: NTS
_"X 4"X.125"ANGLE FOR ALL
-NON-PLUMB OR SQUARE FASCIA
SHALL BE USED WITH SUPER
GUTTER.
HOSTSTRUCTURE
BREAK FORM HEADER OR
RECEIVING CHANNEL
910 SMS AT EACH RISER
OR PAN OR#10 SMS@
8" O.C. FOR COMPOSITE PANEL
/-SOLID ROOF
\#10 SMS @ B" D.C.
(MIN)
FOR COMPOSITE PANEL
- ._
(2) #10 SCREWS PER 12"
. -
WIDTH CONNECTING
12)410
PAN TO HEADER (BOTTOM
OR BACK OF PAN)
X 2" SCREWS PER 12" WIDTH CONNECTING
HEADER OR CHANNEL TO. FASCIA.
• S1 ROOF PANEL TO FASCIA CONNECTION DETAILS
S_3
SCALE:NTS
Fs-
r.`
(2)1"XS"X2"WIDTH EXTRUDED'
GUTTER BRACKET (THICKNESS
SHALL BE 0.125" MIN. @ EACH BEAM
W/ (2) #10X3/4" SMS 1" SPA,
INTO GUTTER LIP & (2) INTO
1"x2"x 0.045"OPEN BACK CARRIER BEAM
OR 2"X2"MEMBER W/
#10X4"SMS 114" 1
(2)012X 2-1/2"@ANGLE &
(1)#12X 2-1/2"@24"D.C.�
NEOPRENE WASHER B-W.0
/PER PANEL
INTO CARRIER BEAMz
00
1/4"0X2-3/4"EMBEDMENT
(SLOPED OR
00
MASONRY SCREW 3" FROM
HORIZONTAL)
I
END & @ 24" O.C.
G
SUPE�GUTTEB
2" X_ END BEAM
ATTACHED
(SEE SHEET 3-2 FOR SIZE)
BEAM i�f )
2" X 2"X325" (MIN)
SMS @ 24" OX.
2" x _" END BEAM
ANGLE W/ (4) #14X 3/4, INTO
UPRIGHTORPOST
ATTACHED TO I"x2"OPEN
BEAM &CARRIER BEAM
(SEESHEETS-2
BACK W/ (4) #10 X 2"
1"XZ"OPEN BACK
FORSIZE-
THRU SCREW BOSS
CARRIERBEAMW/
I
IFPOST3"X3"USE
(3) 3/W 0 THRU BOLTS
(4) 3/8" 0
(SEE SHEET S-Z FOR SIZE)
THRUBOLTS-
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
IF2"X_"SMB
CONNECTION SIMILAR
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
-
TO D. S-3.)
OF MASONRY ANCHOR SCREWS.
S2
S GUTTER BRACE&
BEAM ATTACHMENT DETAIL
END BEAM TO HOST STRUCTURE DETAIL
S_4
N.T.&
S-3 SCALE:NTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY'
IG OCC
No. 86663
%AO�•'. STATE
OF/y(1 4(
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson RE
FLORIDA LICENSE: 3B654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
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
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A: #29OS4
DATE: 10/16/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
JECT ADDRESS:
Y
PALMETTO DR
PIERCE, FL 34982
]ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-3
t
I