HomeMy WebLinkAboutPLANSGeneral 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:
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 5'-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.
1 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 6rh
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 010 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
6. VINYI, 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"XO.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 12" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
L 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.
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 A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS 0-185.
U. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 12"
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
ASTM C260
ASTM C494
ASTM A615
ASTM A185
(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.
L TYP-TYPICAL
2. SIM- SIMILAR
3. UON-UNLESS OTHERWISE NOTED
4, CONT-CONTINUOUS
5. VIF - VERIFY IN FIELD
G. RESPONSIBILITY:
L ALL SITE WORK SHALL BE PERFORMED BY 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 FLORIDA BUILDING CODE 61h
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 18X14XO.O13 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.
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 (MWFRS): 25 PSF
JUL 2 6 ='019
ST, kUele Cvuncy, PeFmImIng
ISO MPH
116 MPH
1
B
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18XAX0013
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 T14E REQUIREMENTS TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE : NIA
10. SOLIDROOF TYPE: 3"X48"X0.024" ELITE EPS COMPOSITE PANEL ROOF Ilb FOAM
DENSITY, FI,ORIDA PRODUCT APPROVAL, FL 7561.R-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:-------------------------------------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 fSMB
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 SMBr--------------------- 2" x 9" x 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 0.09011
�
Igo?-o13
REVIEWED FOR
CODE COMPLIANCE
ST, LUCIE COUNTY
BOCC
✓Y• 1 d +. CHI
p
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P
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-(B66)824-7894
E-mail-erb@fbcplans.com
Website-www.fb cplans.com
C.O.A. #29054
DATE: 7/3/2019
DRAWN BY: TLK
REVISION: I DATE:
RO 1 1 IKI ,
Job# 19_0628_444
PROJECT ADDRESS:
4 RAMIE LANE
IRT ST. LUCIE, FL 34752
CONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
S-1
.. �Illlllr�.
y..
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
�: 3
r1o.888
7j�f 111I1111�\
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P
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 & Engineeril
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.fbcplans.com
C.O.A. #29054
DATE: 7/3/2019
DRAWN BY: TLK
REVISION: DATE:
R01
RO 2
RO 3
RO 4
CT ADDRESS:
4 RAMIE LANE
)RT ST. LUCIE, FL 34752
]ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
.�\1111111 i,
ALUMINUM RISER PAN
010 SMS W/ 1"0 NEO-WASHERS (4) #to SMS W/ 3/4"
@ B" O.C. (USE SCREW LENGTH WASHERS PER 12" PANEL
EQUAL TO COMPOSITE PANEL
THICKNESS PLUS(1)INCH) \
SEE DETAIL C2
ALUMINUM RISER F
(2) -1/4" 0 MACHINE
BOLTS WITH 3/4"
POST AND EDGE BEAM
CONTINUOUS EDGE
Detail C2
OPTIONAL 1" X 2" FASTENED
TO COLUMN WITH (2) 910 X 2"
SMS INTO SCREW BOSSES
AND FASTENED TO EDGE
BEAM WITH (1) #10 X 1.1/2"
SMS WITHIN 6" OF COLUMN
AND @ 24" O.C. MAX
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN.
/ J \ ROOF PANEL TO EDGE BEAM CONNECTION DETAIL
S_3 SCALE:NTS
2" x— END BEAM
(SEE SHEET 3-2 FOR SIZE)
2" x _" END BEAM
ATTACHED TO I'W" OPEN
BACK W/ (4) #10 x 2"
THRU SCREW BOSS
#10 X 3/4" SMS
ANGLE TO COLUMN (TIT
EACH SIDE)
(B) - CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE(TYP EACH SIDE) (SEE
ANCHORSPA
(MIN) (TYP)(SEE T,
Column
Size
1/4"& 3/8" 0
Concrete Screw
Anchor
B
Min. Spa
2x3-1/4"
2x4-1/4"
1
2x5-1/4"
1
3
2x6-3 8'
2x7-3/8"
1
2x8�/8'
2
2x9-3/8"
2
2x10-3/8"
2
4.5'
HINGE
EXISTING MASONRY
WALL GROUTED
SOLID 2" x 2" 1
@ CONNECTION
1/4"0 X 2-3/4" EMBEDMENT
MASONRY SCREW 3" FROM
END & @ 24" O.C.
"X2" OPEN BACK
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
OF MASONRY ANCHOR SCREWS.
S2 END BEAM TO HOST STRUCTURE DETAIL
S_'3 SCALE:NTS
HINGE
HINGE
SECONDARY ANGLE MIN
0.125" THICK (NOT
REQUIRED FOR 2X3
PRIMARY 2" X 2"
X0.125"ANGLE
(2) #10 X 3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
O (TYP EACH SIDE)
O I1" X 2" BASE MEMBER
O
(TYP EACH SIDE)
CONCRETE SCREW (SEE
TAB LE) ANCHOR INTO 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 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-11 D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER.
4. 2X3W/IX2 CORNER POSTSHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
\2"x3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS
S_3 SCALE:NTS
DOOR
x 2" EXTRUSION
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 x 5/8" SMS MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/(2) HINGES MINIMUM.
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)910 x 5/8" SMS. FASTEN A
1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
rF TYPICAL SCREEN DOOR CONNECTION DETAIL
S_3 SCALE: NTS
OPTION #1
OPTION #2
2"X2" OR 2"X3"_I 0.062" ALUMINUM INTERNAL OR
MEMBER EXTERNAL #10 X 3CEIVING 4"INTO INTO BEAM
B AM)OR UPRIGHT. (2) 414X 3/4'
EA. LEG INTO GIRT OR PURLIN-
(0.062" ANGLE CLIPS W/ (2)
#14x3/4" SMS EA LEG)
UPRIGHT OR BEAM -SNAP
OR SELF MATING OR
HOLLOW
I/ H \1 PURLIN OR GIRT TO BEAM OR POST DETAIL
S'3 SCALE:NTS
HOSTSTRUCTURE
BREAK FORM HEADER OR
ECEIVING CHANNEL
410 SMS AT EACH RISER
OR PAN OR#10 SMS@
B" O.C. FOR COMPOSITE PANEL
--SOLID ROOF
/ \#10SMS@B"O.C. '
FOR COMPOSITE PANEL
(2) #10 SCREWS PER 12"
WIDTH CONNECTING
PAN TO HEADER (BOTTOM
OR BACK OF PAN)
910 X 2" SCREWS PER 12" WIDTH CONNECTING
SDER OR CHANNEL TO FASCIA.
S1 ROOF PANEL TO FASCIA CONNECTION DETAILS
S_3 SCALE:NTS REVIEWED FOR
CODE COMPLIANT
ST. LUCIE COUN1
Ate,.......;
3
No.B
�o ; ?40
1111100.
A%l l 11, 0a \\`
PROFESSIONAL ENGINEER 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
W ebsite-www.fbcplans.com
C.O.A. #29054
IDATE: 7/3/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
R0 3
RO 4
CT ADDRESS:
4 RAMIE LANE
)RT ST. LUCIE, FL 34752
]ONTRACTOR:
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-3
1/4" 0 x 2"-1/2 MASONRY ANCHOR
IF WOOD SUBSTITUTE IDENTICAL
/ WOOD SCREW OR LAG 6" FROM
TOP & BOTTOM & @ 24" O.C.
I �1"X2"OPEN BACK
'
2"X2"X0.062 ANGLE W/(4)
012X3/4"SMS INTO
I
172"OPEN BACK & (1)
I�
1/4"0 x 2 1/2" EMBEDDED
MASONRY ANCHOR & @ 6"
/
FROM END -IF WOOD
SUBSTITUTE IDENTICAL
SIZED LAG
172"OPEN BACK
-
H1 OPEN BACK TO HOST STRUCTURE DETAIL
S-4 SCALE:NTS
OPTIONAL: 1"X2"OPEN
BACK ATTACHED TO HOST (H)-#14X 3/4"SMS
W/ (1) 1/4" 0 CONCRETE ATTACHING ANGLE TO BEAM
SCREW OR LAG WITHIN 6" EACH SIDE (1" MIN. SPACING)
OF BEAM & @ 24" O.C. MAX
, S BETWEEN BEAMS i
E0
. m
2X(H) SMB
'-'
0
(B) -1/4" 0 CONCRETE SCREW G
W/ 1-1/2" EMBEDMENT INTO G
0
MASONRY
(1-1/2" MIN. SPACING
OR
(B)-1/4" 0 X 2" LAG SCREWS SLOPED OR FLAT
INTO WOOD (1" MIN SPACING) ROOF BEAM (SEE
(TYP 2 LOCATIONS) SHEET S-2 FOR SIZE)
BEAM "B" NOTES: 2"X2"X 0.125"ANGLE
1. THE MINIMUM EDGE EA. SIDE OF BEAM
2x4 1 DISTANCE IS 3" FOR MASONRY EXISTING HOST STRUCTURE
2x5 2 STRUCTURES. (CONCRETE, GROUT FILLED
2. IF A RECEIVING CHANNEL IS CMU OR WOOD)
2X6 2 USED, USE TWICE THE NUMBER
2x7 3 "B" ANCHORS INTO THE HOST
STRUCTURE. ALL MINIMUM
2X8 3 SPACING SHALL BE APPLICABLE.
2X9 3 S3AA BEAM TOHOSTTOCONli6(�NNRta��lalE,D FOR
2X1D 4 S- y SCALE: NTS
CODE, COMPLIANI
ST. LUCIE COUM
\\\\ MAX
n
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P
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 & Engineerir
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: 7/3/2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
P fffltrf4ADDRESS:
CLARK
214 RAMIE LANE
PORT ST. LUCIE, FL 34752
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-4