HomeMy WebLinkAboutConstruction Plans 3-30-22A
General 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.
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:
L 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 #12 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 MPH". 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 & #10X 1/2" 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.
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 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.
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.
ASTM E 119
ASTM E 1300
CURRENT ASCE7
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).
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:
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 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.
>. SCREENING MATERIAL SHALL BE I8X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING 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: 9 PSF
SCREEN WALLS: 31 PSF
SOLID ROOF (SCREEN WALL): N/A
150 MPH
116 MPH
1
B
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:
300 Ib. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
8. EXISTING SLAB AND OR FOOTING (MIN. 12"X16" LINEAL FOOTING) MEETS THE
REQUIREMENTS TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE: MANSARD
10. SOLID ROOF TYPE: N/A
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"
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 SMBi--- _---------------
2" x 9" z 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„
4`````P KIG.IS
'
SCANNED `q
BY
ST LUCIE COUNT *'.:' No 77505
'��s'•• • NAEkNC4fj$_VRSEAL
ENGIMYAYIJ. ECORD:
INDEX:
S-1 GENERAL NOTES
S-2 DRAWING
S-3 DETAILS
S-4 DETAILS
FILE COPY
REVIEWED FOR
CODE COMPLIANCE
ST.-LUCIE COUNTY 130C
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.com
C.O.A.429054
DATE: 12/23/2021
DRAWN BY: ST
I REVISION: I DATE:
I RO 1 101/17/2021 I
RO 2
RO 3
RO 4
Job# 21_1223_306
PROJECT ADDRESS:
3 SE BREVARD AVE.
tT ST. LUCIE, FL 34952
CONTRACTOR:
HOMEOWNER
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PROFESSIONAL Eft7k;INEER SEAL
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a.
David W. Smith P.E.
I FLORIDA LICENSE: 53608
X Thomas L. Hanson P.E.
— 2X6SMB N FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
I Joel Falardeau P.E.
FLORIDA LICENSE: 70667
L - 2X6SMB rik Stuart P.E.
I � -
FLORIDA LICENSE: 77605
M
X FBC Plans & Engineering
I 2X6SMBN Services, Inc.
r — 6272 Abbott Station Dr. Unit 101
- Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
_ 2X6SMB Website-www.fbcplans.com
C.O.A. #29054
a
I � M
I X I DATE: 12/23/2021
— 2X6SMB N ' DRAWN BY: ST
I REVISION: DATE:
f ` RO 1 01/17/2021
RO 2
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RO 4
\\ ,� N -� Job# 21_1223_306
\ � 1x2 " FILE C®PY PROJECT ADDRESS:
ONTE
613 SE BREVARD AVE.
ORT ST. LUCIE, FL 34952
REVIEWED FOR
J2 CODE COMPLIANCE CONTRACTOR:
S-4 HOMEOWNER
ST. LUCIE COUNTY BOC
f 13�17.'s'-
2-2iOc3 " O 5 FLOOR PLAN
DOOR LOCATION MAY BE ITERMINED
S-2
IN THE FIELD BY THE CONTRACTOR.
PURLIN OPTION #2 `K G. S T ///�;ANN Q
UPRIGHT WEB LAPPED OVER PURLIN �� P\ tj "7/ p
W/ (4) #10X3/4" SMS EACH SIDE �� �G // 13 `
OPTIONAL �� \C, E •' '9 /� '
2" x_PURLINS SEE S-2 FOR 1/8" (11 GA) ALUMINUM \' L�C^ C U NfiY
( NOTE: 2' x3' SPECIAL MAY BE USED IN LIEU A
SIZE)ATTACHED TO BEAM GUSSET PLATE (2X HEIGHT) OF 2'W" W/1"x2" COMBO
5" OR 7"-X 0.250" w/MIN (4) #10 x 1 Y2" SMS i B #12 SMS O • NO�5 •�
[EXTRUDED GUTTER 2" x 2" x0.045" EAVE RAIL MEMBER 0
BRACKET • • • " (UNLESS OTHERWISE NOTED ON 0 * I`
Z-BRACKET 0.250" \ A S-2) ATTACHED TO PURLIN W/ (2) * _
• • mn a 410 X 4" SMS THRU SCREW BOSS z;
2" GUTTER BRACKET REQUIRED N • \ 9� w
�'
AT PURLIN ATTACHMENT sti • • \ ° oA i •-
POINTS w/ (2) #12 X 3 4" SMS (1) 1/4" LAG SCREWS @ EA GUTTER • • y 1"x2"X0.045"OPEN BACK NOTCH POST
/ BRACKET & (1) @ 12" O.C. MAX- MIN \ • • • • • # OXl-1/2"SMS INTO SCA-17ACHED TO PURLIN REW AS NEEDED///ln��
INTO GUTTER LIP V .
EMBEDMENT SHALL BE 2" /Q �'
1" x 2" x 0.045" OPEN BACK W/ BOSS fy // NA L E`` \
(2)#10X 2" ATTACHING TO \ 1"X2"10.045" OPEN BACK PROP/L�i$ iOER SEAL �3
GUTTER & (1) @ 24" O.C. \ �Q ATTACHED To z"xz x0.o4S" UPRIGHT
1�ti w,�Ttl EAVE RAIL MEMBER ENGINEER OF If CORD:
pC6. #10XI-1/2" SMS
gVg� PURLIN ATTACHED TO EAVE RAIL
$3pL
`Sgg4F W/2"xTW.125" INTERNAL @ 12" O.0 David W. Smith P.E.
RECEIVING CHANNEL OR FLORIDA LICENSE: 53608
PURLIN EXTERNAL 0.125" ANGLE CLIP
00 ATTACHED W/(3) #120/4" SMS EA. LEG Thomas L. Hanson P.E
NOTES:
00
2" x 2" x %" X ALUMINUM
ANGLE w/ (4) #12 x 3/4" THE HOST STRUCTURE SHALL
SMS INTO PURLIN ON EA HAVE AT LEAST A 2"X4"
SIDE & (4) 12X1-1/2"INTO FASCIA AND ROOF TRUSS
GUTTER SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
SUPER GUTTERJ SMALLER- CONTRACTOR
SHALL BRING STRUCTURE UP
BEAM
"B"
"N"
"Nl"
"Sl"
"S2"
"S3"
"S4"
2X5
16
5
4
If'
1+"
10"
5"
2X6
18
6
5
1"
1*'
12"
6"
2X7
20
6
6
1"
1"
14"
7"
2X8
1241
7
7
1
1j"
16"
8"
2X9
32
10
8
1
1j"
18"
9"
2X9 H
321
10
8
1*"
1i"
18"
9"
2X10
40
13
9
1T"
�"
20"
10"
1. "N" NUMBER OF SCREWS IN ANY
2"x3" EAVE RAIL
FLORIDA LICENSE: 38654
DIRECTION.
2. TOTAL NUMBER OF SCREWS PER
OPTION #1
Myron Max Neal P.E.
`JOINT
EQUALS "B".
1-1/2"x6"x0.125' FLAT BAR3.
J
4 TIMES
W/ 6 #12x3/4" SMS
FLORIDA LICENSE: 86663
PLATE WIDTH SHALL BE
DETERMINED FROM ANGLE OF
3@EAVE RAIL
3@POST
WATTACHED
Joel Falardeau P.E.
AM AND MIN. SPACE REQUIRED.
RLIN4.
GUSSET PLATES EXTERNAL.
FLORIDA LICENSE: 70667
S.INTERNAL SCREWS FOR PURLIN
FASTEN RECEIVING CHANNEL
TO BOTTOM OF EAVE RAIL
RECEIVING CHANNEL7TION
Erik Stuart P.E.
MAYBE INCLUDED IN
x POST SIZE)
TOTAL NUMBER OF SCREWS.
W/(4) #12x3/4" SMS
TO POST6.
FLORIDA LICENSE: 77605
GABLE SPLICE WILL HAVE THE
#12x3/4"SMS EA. SIDE
SAME PATTERN.
I I
-OR-
USE 2'W'W.125" ALUMINUM
FBC Plans & En ineerin
TO A 2 X4 FASCIA AND
ALUMINUM UPRIGHT ANGLE
5 5
ENSURE LESS THAN A 4'-0"
OVERHANG.
B #12 SMS BEAM SPLICE GUSSET DETAIL
LvA BOTH SIDES OF POST ATTACHED
Services, Inc.
A GUTTER BRACKET & PURLIN ATTACHMENT DETAIL
S-3 SCALE:NTS
W/(3) 4120/4" SMS EACH LEG.
6272 Abbott Station Dr. Unit 101
S-3 N.T.S.
C SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL
Zephyrhills, FL 33542
Ph# (813)788-5314
S-3 SCALE: NTS
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
EDGE MEMBER (2) #10X4" SMS INTO SCREW
Website-www.fbcplans.com
BEAM SCREWS
OR PURLIN
BOSSES FOR EDGE MEMBERS
C.O.A.-#29054
2" X 4" SMB 6
2" X 5 "SMB 6
2" X 6 "SMB 8
2" x 7" SMB B
DATE: 12/23/2021
2" X 8" SMB 10
_ _ _ _
• •
2" X 9" SMB 10
.® 0.125" FLAT PLATE
OPTION #1 W/ [12)#1OX3/4" SMS
DRAWN BY: ST
HINGE LOCATION
2" X 10" SMB 12
•,�
OR (8) #14X 3/4" SMS
REVISION:
DATE:
/
(MIN.1/2" EDGE DISTANCE)
FOR SLOPED BEAMS, / /
RO 1
01/17/2021
RO 2
2" x 2" EXTRUSION
2" x 2" EXTRUSION
MAINTAIN ALL SCREW SPACING /
/
FROM EDGE OF BEAM /
I EDGE MEMBER
RO 3
/ -SELF-MATING BEAM
OR PURLIN
HINGE LOCATION
DOOR
/ SHALL BE NOTCHED
RO 4
2" x 2" EAVE RAIL SECTION g FOR UPRIGHT
(UNLESS OTHERWISE SHOWNI ��,,
O — i; ►
ON S-2) TO BEAM
Job# 21_1223_306
-ATTACHED w/
(4) 1OX2"SMS INTO SCREE S O `^'ii11_Ti-
O O I / / /
BOTH ENDS SIMILAR
OPTION #1: 2" x 2" x PURLIN I I
PROJECT ADDRESS:
DNTE
1" X 2" OPEN BACK EAVE I�V /
O jl
DEPTH RECEIVING CHANNEL W/
613 SE BREVARD AVE.
HINGE LOCATION
RAIL ATTACHED TO /
UPRIGHTw/(2) I /
(4) #10X3/4" EA. LEG ATTACHING /� `Q
PURLIN TO BEAM OR EAVE I I ���� j� ®�
C
ORT ST. LUCIE, FL 34952
#10 x 1 W SMS INTO SCREW
MEMBER I I
NOTES:
BOSS
.060 REC. CHANNEL MIN.
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM.
#10 X 1" SMS 24" C/ " (MIN) UPRIGHT
/ /
CONTRACTOR:
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
414X 3/4" SCREWS
/
HOMEOWNER
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)410 x 5/8" SMS. FASTEN A
(SEE TABLE ABOVE)
/
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
I
REVIEWED
END OF THE UPRIGHT.
OPTION #2 I /
® � �O�
-
CODE
- z
F TYPICAL SCREEN DOOR CONNECTION DETAIL
_
— — — — T•
S-3 SCALE: NTS
D UPRIGHT TO BEAMCONNECTION - ALL WIND ZONES
E ROOF BRACING CONNECTION DETAIL
SCALE: NTS
S_3 SCALE: N.T.S.
S-3S-3
IFA
FILE C®PY
REVIEWED FOR
CEDE COMPLIANCE
S1'. LUCIE COUNTY BOCC
Zz03-v5-q9
OPTION #1 OPTION #2
(4)#10 x 1 X" SMS RECEIVING CHANNEL
INTO SCREW OR ANGLE EA. SIDE (typ)
BOSSES 170625" THICKNESS)
2"X2" OR 2"13" (2) #10x 3/4" SMS
PURLIN OR GIRT (typ) EA. LEG)
(TOTAL 6 SCREWS R.C. (8)
SCREWS ANGLE EA.
CONNECTION)
H PURLIN OR GIRT TO BEAM OR POST DETAIL
S' 3 SCALE: NTS
0.125" STAINLESS °`
STEEL CABLE
3 1/2" (4" NOMINAL)
SLAB MINIMUM
3/8" 0 x 3" MASONRY
ANCHOR
DOUBLE COMPRESSION
SLEEVES
4" NOMINAL SLAB
MINIMUM d
3/8" 0 x 3" MASONRY
ANCHOR (MIN 3-3/4"
EMBEDMENT)
4" NOMINAL SLAB
unnr
1711
SECONDARY ANGLE MIN���iP\K•�•••••T�q'///i
0.125" THICK (NOT r; :� j %C E iv
(4) #10 X 3/4" SMS REQUIRED FOR 2X3 &Vv •••
FASTENING SECONDARY MEMBER) ` NO 05
ANGLE TO COLUMN
EACH SIDE � '•
PRIMARY 2" X 2"
� '` • ;-
X 0.125" ANGLE
• = :?'., : ;' . ,:, , ..
(B) - CONCRETE SCREW
INTO SECONDARY
I
I
(2) #10 X 3/4" SMS FASTENING
: ~ • TAT
0 ••
ANCHOR
ANGLE(TYP EACH SIDE) (SEE
I
COLUMN TO PRIMARY ANGLE
''` L•�!/¢�
//
O
O
(TYP EACH SIDE)TAB
• .'� L
• •'
O
MEMBER
3 �''NC?`�
(TYP EACH SIDE)
'`''„��'•��7i�iL�l��'
ANCHORSPA
(MIN) NCHOSEE TABL)
(1) - CONCRETE SCREW (SEE
.
PROFESSIONAL ENGINEER SEAL
d
TABLE) ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
ENGINEER OF RECORD:
3" (MIN)
24" O.C. BETW EN COLUMNS
David W.-Smith P.E.
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min. Spa
2x3-1/4"
0
0"
2x4-1/4"
1
3"
2x5-1/4"
1
3'
2x6-3/8"
1
4"
2x7-3/8"
1
5'
2x8-3/8"
2
3"
2x9-3/8"
2
4"
2x10-3/8"
2
4.5
OPTION #12500 PSI
CONCRETE W/WELDED
WIRE OR FIBERMESH
OPTION #1 (4" SLAB ONLY) OPTION #2 - A-36 STEEL CLIP
MAY BY PLACED ON TOP OR
TOP OF c /SIDE OF DECK W/ (2) 3/8"X 3"
nor / SLEEVE ANCHOR
OPTION #2
(4" SLAB ONLY)
).125" STAINLESS
STEEL CABLE
TOP OF
2500 PSI CONCRETE W/
WELDED WIRE OR
FIBERMESH
2500 PSI CONCRETE W/
WELDED WIRE OR
1-1/2" X 5-1/2'
d
ALUM.STRAP W/ (2) 3/8
d
"0 X 3" MASONRY-"
ANCHOR (MIN 3-3/4"
OPTION —
EMBEDMENT)
(USE WITH FOOTING)
11 CABLE TO FOUNDATION CONNECTION DETAIL
S-4
SCALE: NTS
NOTES: (TYP EACH SIDE)
FLORIDA LICENSE: 53608
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
Thomas L. Hanson P.E
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
FLORIDA LICENSE: 38654
SHALL BE 2-3/4" AT AT ALL UPRIGHT ALL SCREW
Myron Max Neal P.E.
LENGTHS AT UPRIGHT CONNECTIONS SHALLIBE OF SUFFICINT
LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING
FLORIDA LICENSE: 86663
WHEN A PAVER DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTEr
Joel Falardeau P.E.
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
FLORIDA LICENSE: 70667
BY ENGINEER.
4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE
Erik Stuart P.E.
CONNECTIONS AS 2X4 SHOWN IN TABLE.
FLORIDA LICENSE: 77605
S. 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. FBC Plans & Engineering
6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services, Inc.
MEMBER.
G 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS 6272 Abbott Station Dr. Unit 101
S-3 SCALE: NTS Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
NOTE: WHEN USING OPTION #2 I� 5" � Website-www.fbcplans.com
I
CONNECTION CABLE MUST BE L —MIN. I C.O.A. #29054
WITHIN 6" OF CORNER OR 7T
PRIMARY MEMBER. 11
l-1" X 2" X 1/8" ANGLE
(4) #12 X 3/4" SMS
® 6 (TYP TOP AND SIDE)
O �B
1/8" DIA.STAINLESS
STEEL CABLE
WELDED STAINLESS
1 EYE BOLT
(8) #14 X 3/4
Side View
1" 0 (MIN) WASHER
BENEATH NUT
—• •
Top View . �I
OPTION #2 •
1/8" ALUMINUM
PLATE @ 45°
ANGLE W/ 1" DATE:
/ BREAK @ 90"
5/16" EYE BOLT
DRAWN BY: ST
W/ LOCK NUT &
WASHEREASIDE REVISION: DATE:
(9) #14X 3/4 SMS RO 1 01/17/2021
@i" O.C. RO 2
RO 3
OPTION #3 RO4
'0 ADJUSTABLE EYE
T FOR CABLE TENSION
1/8" 0 STAINLESS
STEEL CABLE
PERIMETER FRAMING -I: �IL �2"X2"X 1/8" EXTRUDED ANGLE
�n�ON 45° ANGLE , __ - _
Side View OPTION #1
12 CABLE CONNECTION AT CORNER
S'4• SCALE: NTS
12/23/2021
Job# 21_1223_306
PROJECT ADDRESS:
3 SE BREVARD AVE.
IT ST. LUCIE, FL 34952
CONTRACTOR:
HOMEOWNER
DETAILS
S-4
1
I
ANNED
BY
JE COUNTI