HomeMy WebLinkAboutConstruction DetailGeneral 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 (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, #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.
S. 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:
I. 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 5'-0" IN
HEIGHT.
C. ALUMINUM:
I. 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 BUILDING CODE 7TH
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 912 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 NTH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
7. 1 "X2"X0.045" 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.
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
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 #5 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE NO
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 Al53.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G-185.
1I. 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 1-A, & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 7THEDITION (CHAPTERS 16, 20 & 23).
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:
I. 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.
D. FASTENERS: H. MISCELLANEOUS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1• ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WITH ACQ PRESSURE TREATED WOOD. 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 FBC 7THEDITION 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 AND ADHERED WITH
MINIMUM 3000 PSI GROUT.
i. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
DESIGN DATA:
I. 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
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ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E.
150MPH
116 MPH
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.
200 Ib. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. PROPOSED 12"XI2" W/ (1) # 5 OR (2) # 4 REBAR W/ 25" OVERLAP ON 3" CHAIRS
W/ 4" MONOLIT11IC SLAB W/ FIBER -MESH FILLED W/ 3000 PSI SHALL BE ADEQUATE TO
RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: N/A
10. SOLID ROOF TYPE: 4"X48"X0.032" ELITE EPS COMPOSITE PANEL ROOF 11b FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-R5.
ALUMINUM STRUCTURAL MEMBERS INDEX:
S-1 GENERAL NOTES
HOLLOW SECTIONS S-2 DRAWING
2 x 2:---------------------------------------2" x 2" x 0.044" S-3 DETAILS
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 0.125„
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 SMS: ---------------------------------- 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
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"
2x2:
TUBE SECTIONS
x2"x0.090"
Sol•v VO
60
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.fb cplans. corn
C.O.A. #29054
DATE: 10/04/2021
DRAWN BY: ST
I REVISION: I DATE: I
RO 1
RO 2
RO 3
RO 4
Job# 21_1004_020
PROJECT ADDRESS:
BENT PINE DR
PIERCE, FL 34951
ACTOR:
ENTERPRISES
NOTES
S-1
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FREESTAND STRUCTURE
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DOOR LOCATION MAY BE DETERMINED `� �,•,.•�GENSF •'1 1 15e
IN THE FIELD BY THE CONTRACTOR. = O �► : G
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PROPOSED 12"X12"
FOOTING W/ (1)
#5 OR (2) #4
REBAR W/ 4"
MONOLITHIC SLAB
PROFESSIONAVENGINEER 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 & 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.fb cplans. corn
C.O.A.-429054
DATE: 10/04/2021
DRAWN BY: ST
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
Job# 211
1004-020
PROJECT ADDRESS:
BENT PINE DR
PIERCE, FL 34951
-ONTRACTOR:
ARROYO ENTERPRISES
FLOOR PLAN
} 1•
(4) - 3/8" 0 CONCRETE
SCREW WITH 2-3/4"
EMBEDMENT (MIN EDGE
DISTANCE FROM DECK
EDGE=3" — —
MIN SPACING 4")
(H) -3/8" 0 MACHINE
BOLTS WITH WASHERS — —
OR (3/4" SMS\ TOP VIEW
IN. EDGE
DISTANCE DISTANCE =1"
MIN. SPACING= 2") n
NOTE:MINIMUM EMBEDMENT OF ANCHORS INTO
CONCRETE FOOTING SHALL BE 2-3/4" AT ALL
POST LOCATIONS. ALL SCREW LENGTHS AT POST
CONNECTIONS SHALL BE OF SUFFICIENT LENGTH
FOR REQUIRED EMBEDMENT INTO CONCRETE
FOOTING WHEN A PAVER DECK IS PRESENT.
PER PLAN
POST SIZEj(2)(4)
3"xT74" x 4'6"
x 6"
3"0"x 0.125" ANGLE (EXTERNAL
OR INTERNAL) OR 0.125"
RECEIVING CHANNEL
(4) - 3/8" 0 CONCRETE
I V
SCREW WITH
I 1" x 2" OPEN BACK ANCHORED
EDGE
EMBEDMENT (MIN EDGE
ALUM.
��
1 4 X 3-
TO CONCRETE w/ /
DISTANCE FROM DEC
POST
1/2" MASONRY ANCHOR - 6"
EDGE=3"
6„ MAX EACH SIDE OF POST AND
MIN SPACING 4")
24" O.C. MAX
a G a. A
. a
r a-) — 4" (min)
FRONT VIEW
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 3/8" 0 SCREW
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
NOTE: FOR PATIO COVERS AND CARPORTS: DISREGARD THE 1X2 OPEN BACK
SCREEN MEMBER ON THE FOUNDATION TYP.
G ALUM. POST CONNECTION DETAIL
S- 3 SCALE: NTS
OR (2)#4 REBAR CONTINUOUS
i" OVERLAP AT ALL JOINTS ON
11RS & 3" EDGE DISTANCE
TYPE II MONOLITHIC SLAB
MODERATE SLOPE FTG
SLOPE: 2":12" - 3":12"
NOTES FOR ALL FOUNDATION TYPES:
i. 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 II MONOLITHIC SLAB FOOTING
S-3
12" #5 REBAR
6" EMBEDMENT AND
EPDXY @ 48" O.C. MAX
AND 6" FROM EDGES
i .' '. - ' ' I . :1 - - * .'. =
ATTACHMENT DETAIL
#14 X 5" SMS W/ VO
NEO-WASHERS @ 8" O.C. PER
PANEL FOR 3"X12" PAN ROOF USE
#12X3/4" SMS W/ 1"0
NEO-PRENE WASHER 2" FROM
END & 2" O.C. PER PANEL
J
QU
Z d
O F-
Z ED
2" X 2" X 0.125"
RECEIVING CHANNEL
WITH (H) 3/8" 0 MACHINE
BOLTS WITH 3/4" WASHERS
EACH SIDE
CROSS BEAM/
(IF NECESSARY)
POST (SEE SHEET S-2
FOR SIZEI
R4
ISER PAN
(4) #12 SMS W/ 3/4"
WASHERS PER 12" PANEL
Detail C2
a
CARRIER
BEAM
QTY.
SIZE
(H)
2X4/2X5
2
2X6 2X7
3
4
(H) 3/8"0 MACHINE
_BOLTS WITH 3/4"
WASHERS EACH SIDE
(SEE CHART ABOVE)
CARRIER BEAM
(SEE S-2 FOR
MEMBER SIZE)
)TCH POST FOR BEAM
PANEL TO EDGE OR INTERMEDIATE BEAM CONNECTION DETAIL
SCALE:
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
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
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fb cplans.com
C.O.A.-429054
DATE: 10/04/2021
DRAWN BY: ST
I REVISION: I DATE:
RO 1
RO 2
RO 3
RO 4
Job# 21_1004_020
PROJECT ADDRESS:
BENT PINE DR
PIERCE, FL 34951
CONTRACTOR:
ARROYO ENTERPRISES
4