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 (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. SOEL 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 9-0" 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
T ASHINGTON D.C. THE
FLORIDA BUILDING CODE 6th EDITION CHAPTER 16
ESUdAL& UMINUM).
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 MAYBE 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. I "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.
D. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
30018-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS TO 1.. ;TM A 325, PLATED WITH STANDARD
FLAT WASHERS AND ROTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HI-TI, 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 45 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 Al53.
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 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, & i-B
ASTM C94
ASTM C150
ASTM C33 MAR
ASTM C260
ASTM C494
ASTM A615
FLORIDA BUILDING CODE 61h 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,
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:
I. 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
ADDITIONAULOADING'IS PLACED ON THE MANUFACTURED
HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th
EDITION R 4501.17 IN ITS ENTIRETY.
3.
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"XTWO.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 75 MPH. 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
S-2 DRAWING PAGE.
S7 LUCIE COUNTY
BUILDING DIVISION
FOR COMPLIA,
REVIBVED BY
DATE 3-S_
PLANS AND PER IT
MUSY BE KEPT ON JOB OR
NO INSPECTION `� III L BE MADE
T HF"�F PLANS AND AU PROPOSED WORK
ARE SUEJ'JFCT -I'C AW COR;FIFC T IONS
"F(!UIhFU 0-yFIE 0INSPI;OTOPIS THAT
WAY 0I* NIXhSSki, Y IN Of-i6)rn To
►VITIi AU/WpUr,/VjW,
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 150 MPH
NOMINAL DESIGN WIND SPEED Vasd: 15. MPH
2. RISK CATEGORY: 1
3. WIND EXPOSURE: B
4. WIND LOADS:
SCREEN ROOF: C+19.00/-32.48
SCREEN WALLS: SF
SOLID ROOF (SCREEN WALL): SF
COMPONENTS AND CLADDING LOAD: 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:
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.
10. SOLID ROOF TYPE:
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"
daitv6UliAIIrI,Id7ilLl l�
ARE THE RESPONSIRILU OF THE
CONTRACTOR OF RECORD
OPEN BACK SECTIONS RKIJ
---1" x 2" x 0.04
1 x 3:------- ----- ----- --- -- ---- --- 5"
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"
Elf
St Lude, Cad 0-W
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's
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@tbcplans.com
Website-www.fbcplans.com
C.O.A.429054
DATE: 1-9-2018
DRAWN BY: TLK
REVISION: DATE:
RO1 DATE: 2-23-2018
RO 2
RO 3
RO 4
PROJECT ADDRESS:
GALLEGOS
1830 WELL RD
FT PIERCE, FL 34945
-ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
S 1
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN. LLC
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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@fbcplans.com
W ebsite-www.fb cplans.com
C.O.A.-#29054
DATE: 1-9-2018
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
PROJECT ADDRESS:
GALLEGOS
1830 WELL RD
FT PIERCE, FL 34945
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
J
(4) - 3/8" 0 CONCRETE NOTE:MINIMUM EMBEDMENT OF
I
f
SCREW WITH 2-3/4" ANCHORS INTO CONCRETE FOOTING SHALL
EMBEDMENT (MIN EDG — — BE 2-3/4" AT ALL POST LOCATIONS. ALL
EXISTING HOST STRUCTURE
DISTANCE=3" SCREW LENGTHS AT POST CONNECTIONS
MIN SPACING 2') SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE
BREAK FORM HEADER OR
FOOTING WHEN A PAVER DECK IS PRESENT.
RECEIVING CHANNEL
(3) -1/4" 0 MACHINE
BOLTS WITH WASHERS TOP VIEW
(MIN. EDGE DISTANCE = 3/4" 3" X 3" _'POST
#10 SMS AT EACH RISER
MIN. SPACING 3/4 (SEE S-2 FOR SIZE)
FOR PAN OR #10 SMS @
8" O.C. FOR COMPOSITE PANEL
OR (4) #11 3/4" SMS 2"x2"x 0.125" ANGLE (EXTERNAL OR
EA SIDE
INTERNAL) OR 0.125"RECEIVING CHANNEL
(4) - 3/8" 0 CONCRETE
SOLID ROOF
SCREW WITH 2-3/4"
EMBEDMENT (MIN EDGE
DISTANCE =3"
MIN SPACING 2
.a A
1-1/4"
#10SMS@8"O.c.
a.. a �, A
(MIN)
FOR COMPOSITE PANEL
v d a
(2) #10 SCREWS PER 12"
WIDTH CONNECTING
2" (min)
PAN TO HEADER (BOTTOM
OR BACK OF PAN)
FRONT VIEW
(2) #10 X 2" SCREWS PER 12" WIDTH CONNECTING
HEADER OR CHANNEL TO FASCIA.
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 3/8" 0 SCREW
S 1 ROOF PANEL TO FASCIA CONNECTION DETAILS
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
S_3
SCALE: NTS
G 3"13"POST CONNECTION DETAIL
S-3 SCALE: NTS
1"X2"OPEN BACK (6)- #14 X 3/4"SMS
ATTACHED TO HOST W/ (1) ATTACHING ANGLE
1/4"0 CONCRETE SCREW TO BEAM EACH SIDE
OR LAG WITHIN 6" OF BEAM (1" MIN. SPACING) -
#10 SMS
ALUMINUM RISER PAN
i
& @ 24" O.C. MAX BETWEENa.
W/ 1" 0 NEO-WASHERS @ 8" O.C.
- -- -
E- BEAMS
o
(USE SCREW LENGTH EQUAL TO
COMPOSITE PANEL THICKNESS
(4] #10 SMS W/ 3/4"°�
i
PLUS (1) INCH)
WASHERS PER 12" PANEL
iv m
SEE DETAIL C2 FOR
ALUMINUM RISER PANS
Detail C2
����°�
o �
o
(B) -1/4" 0 CONCRETE SCREW W/ p
1
1-1/2" EMBEDMENT INT OLi
(4) 3/8"0 MACHINE
MASONRY (1-1/2" MIN. SPACING i
BOLTS WITH 3/4"
OR (B)-1/4" 0 X 2" LAG SCREWS
WASHERS EACH SIDE
NOTE: IF 2X4 THRU 2X7 SME
(� INTO WOOD 1' MIN SPACING) SLOPED OR FLAT
010 REDUCE THRU BOLTS BY Cl)
(TYP 2 LOCATIONS) ROOF BEAM (SEE
3/8"0 MACHINE BOLT
SHEET S-2 FOR SIZE)
BEAM "B" 2"X2"X 0.125"ANGLE
INTERMEDIATE BEAM
2X4 1 NOTES: EA. SIDE OF BEAM
1. THE MINIMUM EDGE DISTANCE
2x5 2 IS 3" FOR MASONRY EXISTING HOST STRUCTURE
NOTCH POST FOR BEAM
ZX6 2 STRUCTURES. (CONCRETE, GROUT FILLED
POST
2, IF A RECEIVING CHANNEL IS CMU OR WOOD)
2x7 3 USED, USE TWICE THE NUMBER
"B" ANCHORS INTO THE HOST
S
2x8 3 STRUCTURE. ALL MINIMUM
ROOF PANEL
TO EDGE BEAM CONNECTION DETAIL
2x9 3 SPACING SHALL BE APPLICABLE.
S_3
SCALE: NTS
2x10 4 S2 BEAM TO HOST TO CONNECTION DETAIL
S-3 SCALE: NTS
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
Website-www.ibcplansxom
C.O.A. #29054
DATE: 1-9-2018
DRAWN BY: TLK
REVISION: DATE:
RID 1
RO 2
RO 3
RO 4
PROJECT ADDRESS:
GALLEGOS
1830 WELL RD
FT PIERCE, FL 34945
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