HomeMy WebLinkAboutPLANSGeneral Notes `
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSIMINIMUM.
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 ASTMREQUIREMMUS MAY BE USED
INLIEU 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, 43 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
314".
AIR ENTRAINING +/- 1% -ASTM C 260.
WATER REDUCING AGENT - ASTM C494.
CLEANPOTABLE 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 INSTTFUTE 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,
SPALI.ING 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 I IU14UMAN D HAVE
MAXIMUM COARSE AGGREGATE SIZE OF SO%
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS T-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINIUM SHALL CONFORMTO THE
MI IMUMREQUIREMENIS OF 6005-T5 FOR ALLOY WITH A
MININNMTHICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WEERE RICK PLATES ARE USED A MINIMUMTHICKNESS 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 TEE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INC. WASHINGTON D.C. TBE FLORIDA BUILDING? CODB 6lh
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
4. ALUMINUM,
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" FROMTHE 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 SOITIS
VISIBLE WHENPANELISINSTALLED.
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 WBENINWOOD 
X 112" EMBEDMENT SIAS
OR TEK SCREWS INALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORMTO 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 B, M A 325, PLATED WITH STANDARD
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
FLAT WASHERS AND. i:_
HOME. -
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HTLTI, RAWL,
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
EQUAL.
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
EDITION R 4501.17INITS ENTIRETY.
HOT DIPPED GALVANIZED.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
CONTRACTOR
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
PROVIDED WITH PILOT HOLESHAVING A DIAMETER NOT
ENSURE BONDING AGENT IS USED FIRST.
GREATER THM70 PERCENT OF THE THREAD DIAMETER OF
5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
EQUrVALENT DENSITY SCREENMESH ONLY UNLESS NOTED
INSERTED IN PILOT HOLES B Y TURNING AND UNDER NO
ONDRAWINGS-2.
CIRCUMSTANCES BY DRIVING WITH AHAMM&R
6. PLEASE NOTE: 2x2(typ) DIAGONAL BRACING SHALL BE
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
2"X2"X0.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-Z
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER FASTENERS SHALL BE A IMMOM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
DESIGN DATA:
a. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST):
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
NOMINANWIND SPEED Vasd:
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD. OR
2. RISK CATEGORYGORY:
OTHERWISE NOTED ONPLANS.
3. WIND EXPOSURE:
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
4. WIND LOADS:
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
SCREENROOF: NTA
CLASS G-185.
SCREEN WALLS: 31 PSF
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SOLID ROOF (SCREEN WALL): 25 PSF
SHALL BE 314' AND MIIIMUM CENTER -TO -EDGE SHALL BE 112"
COMPONENTS AND CLADDING LOAD: +19.00/-25.7 PSF
TTNI.FSSNCYrFTI (YMTzR WTCF. '
E. REFERENCE STANDARDS:
ASTME 119
ASTME 1300
CURRENIASCE7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART 1-A, & I-B
ASTMC94
ASTMC150
ASTMC33
ASTMC260
ASTM C494
ASTMA615
ASTMAI85
FLORIDA BUILDING CODE 61h ED17YON (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 COMMONABBREVIATIONS.
1. TYP -TYPICAL
2. SIM-SIMILAR
3. UON-UNLESS OTHERWISE NOTED
4. CONT--CONTINUOUS
5. VIF- VERIFY INFIELD
G. RESPONSIBILITY:
1. ALL SITE WORK SHALL BE PERFORMED BY ALICENSED
CONTRACTOR INACCORDANCE 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 SHOWNARE 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
150 MPH
116 MPH
1
B
S FACTORAPPLIED 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. LNELOAD:
3001b. VERTICAL DOWNLOAD ONPRIMARY SCREENENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREENENCLOSURE PURLINS.
8. EXISTING SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE,
9. SCREEN ROOF TYPE : NTA
10. SOMD ROOFTYPE: 3"X48"X0.032" ELITE EPS COMPOSITE PANEL ROOF In, FOA
DENSITY, FLORIDA PRODUCT APPROVAL, FL 756 LR-4.
ALUMINUM STRUCTURAL MEMBERS I
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"
3 x 3:-----------------------------------3" x 3" x 0.125"
OPEN BACK SECTIONS
1 x 2:-------------------- 1" x 2" x 0.040"
1 x 3:-------T-------------------------------- 1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 SMS: ---------------------------------- 2"x 2" x 0.045"
2 x 3 SM&--------------------------------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 0224"
2 x 9 SMB-----------------------
2"x9" x 0.072" x 0224"
2 x 10 SMB-------------------- 2" x 10" x 0.092"x 0.374"
TUBE SECTIONS
2 x 2---------------------------------------2" x 2" x 0.090"
(GTo y 05 13
REIVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SCANNED
BY
St. Lucie County
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@lbcplans.com
Website-www.lb cplans. com
C.O.A: #29054
DATE: 4/16/2019
I DRAWN BY: TLK I
IREVISION: I DATE 1
RO 1
R0 2
RO 3
RO 4
ADDRESS:
15 SOUTHERN PINES DR
PIERCE, FL 34982
]ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FLcU9I'
NOTES
S-1
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`
EffR SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson RE
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.fb cplans.com
C.OA-#29054
DATE: 4/16/2019
DRAWN BY: TLX
:VISION: DATI--
) 1
)2
)3
)4
.OJECT ADDRESS:
ISENBIGLER
6 SOUTHERN PINES DR
PIERCE, FL 34982
]ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST�y
PORT ST LUCIE_FI604
OOR PLAN
S2
ORINPARftlFH077
(4) # 10 SMS W/ 3/4"
WASHERS PER 12" PANEL
#SOX 1" LONGER THAN PANEL
DEPTH SMS W/ 1-1/4" NEOPRENE COMPOSITE
WASHER 0)8" O.C. PER PANEL(FOR-\ PANEL
PAN ROOF SEE DETAIL C2)
2X_PB OR SMB EDGE
BEAM (EDGE BEAM SHALL
BE PLACED ATOP EACH
UPRIGHT. MATCH POST
SIZE W/ EDGE BEAM SIZE
SEE SHEET FOR SIZE)
C2
# SOX 3" INTO
(SEE SHEET S-2
�\ ------- V—
( �ROOFPANELTOEDGEBEAMCONNECI'IONDETAIL
S_3 SCALE:NTS
2" x _ END BEAM
(SEE SHEET 3-2 FOR SIZE)
2" x_" END BEAM
ATTACHED TO 1"x2"OPEN
BACK W/ (4) # 10 x 2"
THRU SCREW BOSS
EXISTING MASONRY
WALLGROUTED
SOLID
0 CONNECTION
1/4"OX2-3/4" EMBEDMENT
MASONRYSCREW3"FROM
END &. 0 24" O.C.
'=" OPEN BACK
NOTE: WHEN ATTACHING TO WOOD STRUCTURE$ WOOD LAG SCREW
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
OF MASONRY ANCHOR SCREWS,
SZ] END BEAM TO HOST STRUCTURE DETAIL
S-J SCALE: NTS
(4) # 10 X 3/4" SMS
FASTENING SECONDARY
ANGLE TO COLUMN (TYP'
EACH SIDE)
(B)- CONCRETE SCREW /
ANCHOR INTO SECONDARY I
ANGLE(TYP EACH SIDE) (SEE
TABLE) 00
ANCHORSPA
(MIN) (T)(P)(SEE Ti
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min. Spa
4
0
x4-1
1
3
2x6-3 8"1
4
2x-3 8'1
S
2x8-3 8"
2
3
2x9-3 8'
2
4"
2x10-3 8'
2
.5"
HINGE
2" x 2"
HINGE LOCATION
1 INWIIPIN.MYLi;
SECONDARYANGLE MIN
0.125" THICK (NOT
REQ.0 IRED FOR 2X3
PRIMARY 2" X 2"
X 0.125" ANGLE
(2) #SOX 3/4"SMS FASTENING
COLUMN TO PRIMARY ANGLE
(Tl'P EACH SIDE)
1" X2"BASE MEMBER
TYP EACH SIDE)
SEE
TABLE) ANCHOR
SCREW (IM
i III��d 114\\ TABLE)ANCHORIN7YI PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
3" (MIN) SCREWANCHOR0
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 IX2.
2, MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2-3/4" AT AT 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
BYENGINEER
4.2X3W/IX2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
DOOR
" x 2" EXTRUSION
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 a5/8" SMS MINIMUM.
2. DOORSHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
3, HINGES SHALL BE ATTACHED TO DOORWITH(3)#10 x5/8"SMS. FASTEN
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS Q 12" O.C. AND WITHIN 3" FROM
END OFTHE UPRIGHT.
F TYPICAL SCREEN DOOR CONNECTION DETAIL
S_ 3 SCALE MS
F A
t
LIC
I$ : NO F
®v�• �Os
=ym
®� �•T qTF
OF
• �
I I
o® tp .•.�R/DA �
e�
OPTION #1 I
••
/ O °p•••••OO �.
�q
0�
`s
I
L ENG�
(4)#10x IX"SMS INTO I OPTIC N#2
�� I8H11
SCREWBOSSES
PR S DNA E GI HER SEAL
ORD:
_
David W. Smith P.E.
2"X2" OR 2'X3" I 0.062" ALUMINUM INTERNAL OR
FLORIDA LICENSE: 53608
MEMBER EXTERNALRECEIVINGCHANNEL
Thomas L. Hanson P.E
I W/(4) #1OX3/4" INTO INTO
I I BHAM ORUPRIGHT, (2)#14X3/4"
FLORIDA LICENSE: 38654
EA LEG INTO GIRT OR PURLIN -
Mark R. Dunn P.E.
#14x3/AN/ (2)
I SMS EALEG)
FLORIDA LICENSE 73968
Joel Falardeau P.E.
UPRIGHT OR BEAM -SNAP
R SELF MATING ORFLORIDA
LICENSE: 70667
HOLLOW
H
Erik Stuart P.E.
PURLIN OR GIRT TO BEAM OR POST DETAIL
S 3 SCALE: NTS
FLORIDA LICENSE 77605
HOSTSTRUCTURE
BREAK FORM HEADER OR
IRECEIVING CHANNEL
# SO SMS AT EACH RISER
RPAN OR#IOSMS11
8" O.C. FOR COMPOSITE PANEL
SOLID ROOF
1-1/4'J \#1OSMS08"O.C. '
(MIN) FOR COMPOSITE PANEL
(2) #10 SCREWS PER 12"
WIDTH CONNECTING
PANTO HEADERCBOTTOM
OR BACK OF PAN)
/2)#0X2" SCREWS PER 12" WIDTH CONNECTING
HEADER OR CHANNEL TO FASCIA
S1 ROOF PANEL TO FASCIA CONNECTION DETAILS
S_3 SCALE: NTS
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
PhN(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fb cplans. com
C.O.A: #29054
DATE: 4/16/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
R03
RO 4
Job# 19_0408_38
PROJECT ADDRESS:
LINSENBIGLER
3495 SOUTHERN PINES DR
-T PIERCE, FL 34982
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 3498p
C®
AILS
S-3
BE REPRODUCED IN