HomeMy WebLinkAboutEngineeringGeneral Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRY TE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. FBERMESH (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 SMALL
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 % - ASTXI 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 195.
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.A.LL MORTAR SHALL BE OF T1`PE M OR S.
3.A.LL 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:
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 INFO 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.
S. 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 A1:53.
10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185.
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SHALL BE 3/4" AND NJINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
ASCE 7-10
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 5th EDITION (CHAPTERS 16,20 & 23).
2010 ALUMINUM DESIGN MANUAL
1. ALL STRUCTURAL ALUM NUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
F. ABBREVIATIONS:
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS O:F
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
0.024" SHALL APPLY.
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS
1. TYP --TYPICAL
TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM
2. SIM -- SIMILAR
STRUCTURES - ALLOWABLE STRESS
3. UON -- UNLESS OTHERWISE NOTED
DESIGN' OR "PART 1-B - SPECIFICATIONS FOR ALUMINUM
4. CONT -- CONTINUOUS
STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR.
5. VIF -- VERIFY IN FIELD
DESIGN' OF THE ALUMINUM DESIGN MANUAL 2010 PREPARED
BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 'THE
G. RESPONSIBu reY:
FLORIDA BUILDING CODE 5th EDITION ( CHAPTER 16
STRUCTURAL DESIGN & CHAPTER
1. ALL SITE WORK SIit�L L BE PERFORMED BY A LICENSED
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
O TACT WITH
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
CODES, LOCAL ORDINANCES, ETC.
SEPARATION.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEENDRAWINGS,
THAN #10 SMS 6" FROM THE E14DS AND 12" ON CENTER, IF
FABRICATED ITEMS, OR ACTUAL FIELD
USING #12 SPACING MAY BE 24" ON CENTER.
CONDITIONS.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
SiJNROOM ROOM ADDITION ELEMENTS AS PRO`,'IDED BY THE
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
CONTRACTOR.
SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
VISIBLE WHEN PANEL IS INSTALLED.
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
7. VXTWO.045" NON-STRUCTURAL MEMBERS SHALL BE
MANUFACTURER.
ATTACHED TO HOST WITH 1/4.0 X 1-3/4" EMBEDMENT & 24"
5• ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
LICENSED P.E. IN ACCORDANCE WITH STANDARD
WOOD SCREW WHEN IN WOOD & #IOX 1/2" EMBEDMENT SMS
ENGINEERING PRACTICES.
CAR TF.K SC'.RF.WS TN ATIM4TWTTr,4 W..MRFRc TVntrAT
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.
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PREFAB HOME. IF
THE EXISTING STRI CTURE 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 FBC 5th 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 18X I4X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
6. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE
2"X2"XO.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2.
7. ALL ALUMINUM SCREENED ENCLOSURES SHALL BE DESIGNED
SPECIFICALLY FOR THE APPLICATION STATED IN RULE
61G20-1-002: TO REMOVE SCREEN PANELS IN THE EVENT OF
FORECAST WINDS THAT EXCEED 751VIPH. LABELS SHALL BE
PLACED ON CHAIR RAIL MEMBERS ON ALL SCREEN WALLS IN
A LOCATION THAT CAN BE EASILY SEEN.AND FOR ALL PANELS
ABOVE THE DESIGNED CHAIR RAIL ON ALL SCREEN WALLS
SHALL BE CUT AS PRESCRIBED IN THE RULE AND THE
CONTRACTOR SHALL, COMPLY WITH ALL THE REQUIREMENTS
STATED IN RULE 61G20-1.002 AND SECTION 19 LAWS OF
FLORIDA, 553.76, 553.77., ONLY APPLIES IF SHOWN ON PAGE
8-2 DRAWING PAGE.
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): N/A
RECEIlOED
OCT 27 2017
Permitting Department
St. Lucie County, FL
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14,XO.013
OR EQUIVALENT DENSITY SCREEN MESH: N/A
6. FACTOR. APPLIED TO SCREEN WIND TOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD:
300 lb. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PUILLINS.
8. EXISTING SLAB /FOOTING SHALL MEET REQUIREMENTS FOR THE PROPOSED
STRUCTURE..
9. SCREEN ROOF TYPE: N/A
10. SOLIDROOF TYPE: N/A
ALUNIINUM 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 4: ---------------------------2" x 4" x 0.045" Snap
2 x 4H :-------------------------------2" :K 4" x 0.060" Snap
2 x 5:--••------------------------------ 2":K 5" x 0.055" Snap
SELF MATING (SMB
2 x 4 SNIB:------------------------ 2" x 4" x 0.044" x 0.100"
2 x 5 SNIB:------------------------ 2" x 5" x 0,050" x 0.118"
2 x 6 SNIB:------------------------ 2" x 6" x 0.050" x 0.120"
2 x 6 H SMB:---------------------2" x 6" x 0.072" x 0.224"
2 x 7 SNIB:------------------------ 2" x 7" x 0.057" x 0.120"
2 x 7 H SMB:---------------------2" x 7" x 0.072" x 0.224"
2 x 8 SNIB:------------------------ 2" x 8" x 0.072" x 0.224"
2 x 8 H SMB:--------------------- 2" x 8" x 0.082" x 0,306"
2 x 9 SNIB:------------------------ 2" x 9" x 0.072" x 0.224"
2 x 9 H SMB:---------------------2" x 9" x 0.072" x 0.306"
2 x 10 SMB:---------------------- 2" x 10" x 0.092" x 0.374"
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCP WITH ASCE7.10, & FBC 5th
EDITION.
0 4
o °
o STATE OF 6
`v 1^ESSIONALcLtSGIi I: EAL
vidWSmith FI.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson RE,
FLORIDA LICENSE: 38654
Mark R. Dunn P,E1.
FLORIDA LICENSE: 73968
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(613)788-5314
Fax# 1-(866)824-7894
E-mail-erb@ ib cplans,co m
W ebsite-Www.fbcplans, com
C.O.A.429054
DATE: 10-12-2017
{ DRAWN BY: TLK
IREVISION: DATE:
RO 1
RO 2
RO 3
RO 4
P R 0 _C MAT ADRIESS:
C TRACTOR?
NOTES
S-1
THIS DOCJMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
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EDITION.
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)avd`'U,�3iit�li P.E.
'LORIDA LICENSE: 53608
Fhomas L. Hanson P.E.
"LORIDA LICENSE: 38654 .
Mark R. Dunn P.E.
"LORIDA LICENSE: 73968
Joel Falardeau P.E.
"LORIDA LICENSE: 70667
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@fbcplaiis.com
W ebsite-wW w,fbcplans, com
C.O.A: #29054
DATE: 10-12-2017 �—
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
PROJECT ADDR8SS:
COLASUNNO
2840 �ROCKSMITH' RD
FT PIERCE, FL 34945
CONTRACTOR:
JENSEN BEACH ALUM.
1720 NW FEDERAL HWY
STUART, FL 34994
FLOOR PLAN
S-2
THIS DOCJMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
r_�
HOST
(4) #10 X 3/4" SMS
FASTENING SECONDARY
ANGLE TO COLUMN (TYP
EACH SIDE)
(B) -3/8" 0 CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE(TYP EACH SIDE) (SEE
TABLE)
ANCHORSPA
(MIN) (TYP)(SEETj
Column
Size
3/8" 0
Concrete Screw
Anchor
B
Min. Spa
2x3
0
0
2x4
2x5
1
3
2x6
1
4
2x7
1
2x8
2
3
2x9
2
4
2x10
2
4.5
1/4" 0 CONCRETE SCREW
6" FROM GRIT & 6" FROM EA. END
@ 18" O.C.
IF WOOD -1/4" 0 X 3" LAG
(4) #10 x 11/2" SMS
INTO SCREW BOSS
2" x 2" HOLLOW
SECTION GIRT
H2 CHAIR RAILTO HOST DETAIL
S'3 SCALE; NTS
SECONDARY ANGLE MIN
0.125" THICK (NOT
REQUIRED F013 2X3
PRIMARY 2" X 2"
_
X 0.125" ANGLE
(2) # 10 X 3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
C
Cf;
(TYP EACH SIDE)
X 2" BASE MEMBER
MP EACH SIDE)
(1) - 3/8" 0 CONCRETE SCREW
G ANCHOR IN140 PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
3" (MIN)
SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
(TYP EACH SIDE)
NOTES:
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2-3/4" ATAT 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 THOSE LISTED
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER.
4, 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG
SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
Ci 2" x 3" OR LARGER UPRIGHT TO CONCRETE W 0 PAVER DETAILS
S_3 SCALE: NTS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, & FBC 5th
EDITION.
t llgl'uee*
1/4"0 x 2"-1/2 MASONRY ANCHORS' y@ (7
IF WOOD SUBSTITUTE IDENTICAL
WOOD SCREW OR LAG 6" FROM 4 $
TOP & BOTTOM & @ 24" O.C. 6 o
"12"OPEN BACK �+ °o e
�, 60 8-TATF_ OF
2"12"10,062 ANGLE W/ (4)
#12X3/4"SMS INTO
1"X2"OPEN BACK & (1)
1/4"0 x 2 1/2" EMBEDDED
MASONRY ANCHOR & @ 6"
FROM END -IF WOOD
SUBSTITUTE IDENTICAL
SIZED LAG
l-9."X2"OPEN BACK
H 1 OPEN BACK TO HOST STRUCTURE DETAIL
S_3 SCALE: NTS
OPTION #1
(4)410 x 1 t/a" SMS_
INTO SCREW BOSSES
= ===--= _7 ==
2"12" OR 2"13"
PURLIN OR GIRT
OPTION #2
RECEIVING CHANNEL OR
ANGLE EA. SIDE (typ)
(.0625" THICKNESS)
(2) #10x 3/4" SMS
(typ) EA LEG)
(TOTAL 8 SCREWS EA,
CONNECTION)
NOTES:
1. OPEN BACK 1"X2 "X0,045" PERIMETER MEMBER
SHALL BE ATTACHED TO HOST STRUCTURE W/ 1/4"0 X
2-1/2" CONCRETE ANCHOR FOR CONCRETE ANCHOR FOR CONCRETE
CONNECTION OR 1/4"X 2-1/2" LAG SCREW FOR WOOD @ 6" FROM CORNER
& @ 24" O.C. MAX.
2. CHAIR RAIL SHALL BE ATTACHED W. 0.062" INTERNAL OR EXTERNAL
RECEIVING CHANNEL W/ (1) 1/4"0 X 2-1/2" CONCRETE ANCHOR FOR
CONCRETE CONNECTION OR 1/4" 0 X 2-1/2" LAG SCREW FOR WOOD TO
HOST & (2) 1#10 X 3/4" SMS EA. LEG TO CHAIR RAIL.
H CHAIR RAIL CONNECTION
S-3 SC ALE: N.T.S.
Davidiffl M11W 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
FBC Plans & Engineerinj
Services, Inc.
6272 AbbottStation Dr, Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@ fbcplans. co m.
Website-www, fbcplans.co m
C,O.A.-# 29054
DATE: 10-12-2017
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
IRO 3
RO 4
PROJECT ADDRESS:
COLASUNNO
2840 BROCKSMITH RD
FT PIERCE, FL 34945
CONTRACTOR:
JENSEN BEACH ALUM.
1720 NW FEDERAL HWY
STUART, FL 34994
LANAI DETAILS
S-3
THIS DOOJMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT
PERMISSION OF TRAC DESIGN, LLC