HomeMy WebLinkAboutLETTER-RESIDENTIAL LOAN STORAGE SHEDs
intertek
SCANNED
I,
.January 15, 2018
I
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772 I
RE: Plan Approval:
Manufacturer:
Agency Plan Number:
Residential Lawn Storage Shed
Robin Builders, Inc. (Lyons, GA)
ROBIN GAIFBCR2017
Intertek-PSI Tel +1407 304 5560
1748 33rd Street Fax +1407 304 5561
Orlando, FL 32839 intertek.com/building
RECEIVED
APR 12 2018
ST. Lucie County, Permitting
1 •,t e
Dear Mr. Campbell:
I
Professional Service Industries Inc., an Intertek company ("Intertek-PSI"), part of Intertek' Building Science
Solutions, in pursuant to the requirements of the Florida Department of Business and Professional Regulations,
the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 61h Edition
2014 NEC
A signed and sealed set of plans are maintaii ed on file in the Third -Party Agency office of PSI.
All mandatory comments have been satisfied land plans are approved for construction by a modular building
manufacturer that is currently approved by the Department of Business and Professional Regulations.
If you have any questions or require my asses-1nce in any way, please do not hesitate to contact me.
Yours sincerely,
Professional Service Industries, Inc.
I '
Victor C. Martin, PE #82379
Department Manager
1
Richard Olds, FL SMI-76 SM -4S
Modular Plans Examiner
Building Science Solutions Building Science Solutions
CC: Wayne Hartley —Robin Builders, Inc. (Lyo is, GA)—wdhrobin@bellsouth.com
I
I
Ill Intertek is a brand name representing thellntertek Group plc legal entities, including but not limited to, Intertek
Testing Services NA Inc., Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ("INTERTEK-
ATI"), and MT Group Inc. ("INTERTEK-MT").
wlww.intertek.com/building 01
ROBIN BUILDERS,
LYONS. GEORG/A
1. THIS STIR
2017 FLOI
2017 FLOI
(3 SECONI
2. ALL MATTE
ALL OTHEI
3. BUILDING
NOT FOR
4. WRITTEN
6. OUTSIDE
SPACING 1
6. AALL WALL
7. ALL WOOI
PRESERV
FASTENEI
8. TRUSS DI
9.-ALCALUM
32.000 MIb
INC.
GENERAL
NOTES '
IAS BEEN DESIGNED IN ACCORDANCE WITH THE
)ING CODE Bth EDITION, 2014 NAIONAL ELECTRIC CODE,
12. ALL WIRE SHALL BE #12 THHN SOLID COPPER WITH GROUND. WIRING
PROTECTED PER 2014 NEC. FIXTURE LOCATIONS & TYPE MAY VARY.
PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY
YPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS.
13. ALUMINUM WINDOWS - TYPE, SIZE ,QUANTITY AND LOCATION MAY VARY.
MAXIMUM WINDOW SIZE 48" WIDE x 36" HIGH.
) LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND
ABLE CODES.
14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM,
MESA ALUMINUM 4" LAP ALLUUMRI,NUM 5/8" PT T 111 SIDING VINYL SIDING
ITH PANEL,
EMARTSIDE
iD AS RESIDENTIAL LAWN STORAGE. 50/125 PSF FLOOR LOAD.
S
OR LP ROOF COVERINGS INCLUDE GAGELGYACLVA UME STEEL,
N.
SHINGLE ROOF OVER 1/2' PLYWOOD WITH 2 LAYERS OF 15 LB. FELT OR
INS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PERMATILE OVER 7/16.OSB AND 15 LB. FELT.
LIMITS AS SHOWN, BUT MEMBER
JOIST LUMBER TO BE 1Y2 SYP KD PT
STUDS &RAFTERS LUMBER TO BE1 SYP KD
8.OF GRADE OR IN CONTACT WITH MASONRY SHALL BE
EATED IN ACCORDANCE WITH AWPA U1 AND
GALVANIZED FASTENERS.
D TO SUPPORT D.L. + LL = 35 PSF.
BE 3004 ALLOY CONFORMING TO ASTM B-209,
11. DOOR SHALL BE 1• X 1' STEEL TUBE WELDED FRAME WITH AN ALUMINUM
PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE. DOOR IS
ATTACHED TO VERTICAL DOOR JAMB. OPTIONAL DOORS INCLUDE
DOUBLE ALUMINUM DOORS GARAGE DOORS, AND PREHUNG STEEL DOORS. TYPE,
SIZE, QUANTITY AND LOCATION MAY VARY. DOOR NOT SUBJECT TO HEIGHT
AND WIDTH REQUIREMENT IF BUILDING IS <+400SF PER FBC 1010.1.1(8).
15. USE 2-1/0 x .099• GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN
WOOD, ENGINEERED WOOD, AND FIBER CEMENT SIDINGS AND FRAME.
16. 3/4' PLYWOOD FLOORING SURFACE NAILED WITH 3" x 0.120' GALV. NAIL SPACED
8' EDGE/ 10' OC FIELD. FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS.
17. FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S
RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC
REQUIREMENTS AFFECTING THE INSTALLATION, SETUP AND UTILITY
CONNECTIONS TO THIS BUILDING. THE PURCHASER ASSUMES ALL — —
—RESPONSIBILITY-FOR COMPLIANCE WITH LOCAL, —COUNTY OR MUNICIPAL CODE
REQUIREMENT'S FOR THIS STRUCTURE. mtertek,
t
1 B. ROOF DRAINAGE PER 1503A & R903A
STRUCTURAL LOAD LIMITATIONS
Rhn, Revleircr.'IlWard OIE,
FLOOR LIVE LOAD: 'c'c'S10'p°0
F—MV ,SM-]6
A PSF
ROOFOF LIVE LOAD: D„— ....cnrvmnac.Ma 'n
LIVE nvF,nns,woe rman
A. 30 PSF uucccFuo=n,s
ROOF SNOW
LOAD:
APPUCABLE NOT
WIND LOAD: `.4� ��ll
�� ••VOENSF 0,
A ULTIMATE 160 MPH; NOMINAL 124 MPH ` �611:' •• B. RISK CATEGORY 1 _ *: No. 63M
C. 8 WIND EXPOSURE CATEGORY D. GCpi = +—.55 INTERNAL PRESSURE 111212018; 4!f
�Q •' STATE Of =�
Nl1I +1�
PSI APPROVAL 2018-01-15
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ROBIN BUILDERS INC.
552 S. STATE SY.
912-S$2GA
326636
AMERICANA, RUFFY
FLORIDIAN, GAMBREL
BARN, GREENHOUSE
CLASSIC, PORCH
MODEL, STEEL
"'FBC 2017
"12-20-17 1 of 8
.� NONE
Af
I
VARIES TO 50' 0"
PT 2X4 (8) FLOOR JOISTS 16' OC
DOUBLE PT 2x6 SKIDS PT 2X4 (6)) RAIL
4 SKIDS REQUIRED FOR (3) 3" X.120 NAILS /
1 FLOOR WIDTH OF 13' 6" n
VX4FLRJOPT2X4 OOISTSI6" OC
1P6LR8U6O2XFOOJOIS
intertek„
car�.vavic :�
S%A< xird Slc:,�.
Plana Reviewer: Richard Old,
ImpS107Ua0
FL03MP45,SM1-76
LSUOm W02416
Ueaartm M,,,V. Vidar C. Martin, PE
FL PE a62379, IA PE a42017
ISUOm0002436
2X4 PT HEADER BETWEEN
SKIDS - 3" x .120 NAILS 61 OC
SIMPSON H4 OR EQUAL'
SIMO12ORH0-EQUAL
ON SIZE10x18 OR LARGER
(6) 3' X .120 NAILS PER CONNECTION
5/8' X 24' 6' HELIX (OR EQUAL) ANCHOR FOR SOIL
MODEL MRA (#24DACI) OR EQUAL FOR ROCK
,--- .035 GALV. STRAP OR CABLE OF 4750 CAPACITY
FOUNDATION ANCHORING TIE DOWN SYSTEM
TO BE SITE DESIGNED AND LOCALLY
PERMITTED
13' 6" MAX
• No.6=9 *�
�'0' SMEOF
y
TYPICAL FLOOR FRAMING _ _\—_ AND -TIE DOWN ANCHORS -SPACED NCRETE KS
2' R M
W.T.S. EACH END, THEN MAX. V CENTERS.
3/4' PLYWOOD PT
I
)( �( S3 3" xx .120 NA
20 GA. GALV
8-3X.120
0< .1.7.1
DOUBLE PT 2X6 SKIDS
NOTE: FLOE'
JOISTS 8) 3 X .12E0 NAILS AT EACH SCENE
CONNECTION.
FLOOR DETAIL�A
N.T.S.
FLOOR JOISTS AT 24" OC WILL SUPPORT 50 PSF LIVE & DEAD LOAD
FLOOR LOADING.
UNIT WIDTH 6' 8' 10' II' 6" 13' 6'
FLOOR JOIST ZX4 2X4 2X6 2X6 2X6
# OF SKIDS 2 2 2 2 4
'A' 16' 18" 18, 24.5" 15"
"B" 40" 60' 84" 84' 40'
FOR 125 PSF FLOOR LOAD 16" OC OR 24" OC FLOOR JOISTS CAN
BE USED SO LONG AS DIMIENSION'B" IS DIVIDED EQUALLY @ 42"
WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH
OUTSIDE WALL.
PSI APPROVAL 2018-01-15
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ROBIN BUILDERS, IN
552 S. STATE ST.
LYONS, GA 30436
912-526-3266
FLOOR DETAILS
'rBC 2017
12-20-17 2 of 8
NONE
HEADER DETAIL MAX SPANS & FASTENING
HEADERS
1-2x4
2-2X4
2-2X6
WITH 1/2"
WITH 1/2"
PLYWOOD
PLYWOOD
OR
1-4X4
MAX SPANS
22.5"
64'
95"
FASTENING
3-.130" x W
6-.130" x 3'
8-.130" x 3"
NAIL EA END
NAIL EA END
NAIL EA END
SILL SPAN & FASTENING
SILLS
1-2x4
MAX SPANS
48"
FASTENING
3-,130"x3"
NAIL EA EN
1X4 SYP 02 PURLIN SURFACE NAILED
WITH (3) 7/16" X 2" 16 GAUGE
STAPLES PER CONNECTION
(ALT) 20 GAUGE STEEL HAT CHANNEL
W/ (2) 2-1/4"X0.131 HT NAIL PER CONN.
(3) 3" X.120 NAILS
PER CONNECTION
OPTIONAL EAVE 3" MAX
SIDING: SEE NOTE #14
FRAMING FOR AMERICANA. CLASSIC, RUFFY
OPTIONAL EAVE 3" MAX
12.2X3 BLOCK
1 1/2" X 12" 26 GA. GALV. STEEL PLA
TOP & BOTTOM OF EACH STUD
(8) 125• X .105• NAILS (TYP.)
12
3
a
2X4 BOTTOM
— 8:13'6"WIDI
90" MAX.
12
3 1-
20 GA. 2.5' X 4• MITEK CONNECTOR PLATES
EMBEDDED BY HYDRAULIC PRESS
EACH SIDE OF JOINT
20 GA. W X 6" CONNECTOR PLATES
AT THIS CONNECTION ON 14' WIDE
UNITS ONLY
DOUBLE 2X4 SYP #1 KD STUDS & DOUBLE
- 2X4 SYP #1 KD RAFTERS AT EACH END
STITCHED W/3' X .120 NAILS 12' OC
2X4 SYP #1 KD WALL STUD WITH
2X4 SYP #1 KD JACK STUD
AT DOOR OPENINGS
SYP #2 KD BELTLINE DADO INTO STUD
CONTINUOUS AROU14D PERIMETER
(2) 3' x .120 NAILS PER CONNECTION
- 2X4 SYP #1 KD BOTTOM PLATE
3' x .120" NAILS W SPACING
� DOUBLE PT 2X6 SKIDS
TYPE AND LOCATION DOORS
13' 6" MAX.
AND WINDOWS TO VARY
NOTE FOUR SKIDS UNDER 13'6- WIDE FLOORS ONLY
END WALL FRAMING
�ti UM�RSIIZZE-
N.T.S.
1081W X 80" H
20 GA 2.5' X 4" MITEK CONNECTOR PLATES
Intertek ,
EMBEDDED BY HYDRAULIC PRESS
EACH SIDE OF JOINT-T
— DELETE OH ON-AMERICANA--
-- Revl—:Rk7Aa9
Plans Reviewer: Rkhard OWs
AND RUFFY MODELS
Icc#6207840
FL#6MP-06,6MI46
2X4 SYP #1 KD STUDS & RAFTERS 24" MAX SPACING LSUMC NU02436
Depattment Manager: Vlenr C. Mareln, PE
FL PE ##1379, TAPE ##3#LF
t3DCCC #U#3#36
1X4 SYP #2 KD CONTINUOUS BELTLINE, DADO INTO STUD
(2) 3" x .120 NAILS PER CONNECTION
STUDS TOE -NAILED TO BOTTOM
PLATE, (4) 3'x 130" NAILS (1YP.) 2X4 SYP #1 KD BOTTOM PLATE, 3" x .120 NAILS 8- OC`.��
X 12" 26 GA GALV. STEEL PLATE_
LATE DOUBLE PT 2X6 SKIDS No. 63439
ICH STLID1�F� ON 4 SKIDS ON 13'8' WIDE
(8 2 NAILS (.)
13, 6" MAX.
n smm or
CROSS SECTION DETAIL
N.T.S. PSI APPROVAL 2018-01-15
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5521 S.SSTLAOTE §r.INC.
YO S, GA. 30436
912 526-3266
RUFFY, CLASSIC,
AND AMERICANA
FRAMING DETAILS
ABC 2017 -
-12-20-17 3 of 8
r. NONE
intertek
i;c77JE t:£4'IE4Y
P•::Jr.::rtrmar.i�e�ie;. ran:r. ufrs.:n:
::rta w:ca�n:raq
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4�fanJg 1'k:rh+o .32G?9
Plans Reviewer. Richard Olds
ICCO5107840
FL #SMP-45, SMI-76
LSUCCC NU02416
Department Manager. Vicar C. Martin, PE
FL PE #82379, to PE #42017
LSUCCC NU02436
2X4 SYP #1 TOP RIM RAFTER
OVER 2x4 SYP #1 TOP PLATE CONT,
FASTEN W/ 3" x.120 NAIL 8" OC
2X4 #1 SYP STUDS
24" MAX SPACING
FRAMING FOR FLORIDIAN
NOTE: GABLE ORIENTATION IS SYMBOLIC
SINCE GABLE CAN BE IN EITHER
DIRECTION.
1 1/2" X 18" 26 GA. GALV. STEEL
STRAP AT TOP OF EACH STUD ON
GABLES -ATTACH TO TOP OF RAFTER
& OVER RIM & TOP PLATE TO STUD
(8) 1.25" X .105" NAILS (TYP.)
SIDING: SEE NOTE #14
12
2.5 F— f -ROOFING: SEE NOTE#14
2x4 #1 SYP VERTICAL RIM
OVER 2x4 #1 SYP TOP PLATE
JBLE 2X4 3" x .105" NAILS 6" SPACING
2X4 #1 SYPKD STUDS
1 1/2" X 12" 26 GA. GALV. STEEL PLATE 1X4 PURLIN 1rrX4 SYPKD PURLIN
AT BOTTOM OF EACH STUD N2� LSP0.120
PER 0
(8) 1.25" x.105"NAILS (TYP.) CONNECTION
2X4(6) FLOOR JOIST DOUBLE PT 2X6 SKIDS 2x4 SYP #1 BOTTOM PLATE
MAX. IS' 6"TYPICAL DOOR FRAMING
MAXIMUM DOOR SIZE
110" W X 79" H
FNI) WDI I FRAMiNr.
3 - 3" x .120" NAILS AT EACH
STUD TO PLATE CONNECTION
—�—�-- 1X4 PURLIN
2X4 #1 SYP BOTTOM PLATE
1 1/2" x 12" 26G GALV STRAPS
BOT. EA. STUD TO RIM JOIST DOUBLE STUDS AT CORNERS
FASTEN W/8-1 1/4" x.105" NAILS 3" x.120" NAILS ON B" SPACING
SIDE WALL FRAMING
N.T.S.
= i7 —
`� 1/12/2018
�8 STATE Or kr:
ttt
1 1/2" x 16" 26 G STEEL STRAP
TOP OF STUD & RAFTER CINNECTION
(8) 1.25" X .105" NAILS (fYP.)
NOTE: OPTIONAL 3" NON-STRUCTURAL
EAVE
I2ly�*1
ROOFING: SEE NOTE #14
0—
RAFTERS 2x4 SYP #1 ON 24" CENTERS BEARING
DIRECTLY OVER GABLE WALL STUDS
USE SINGLE 2X4 RAFTER FOR SPAN MAX. 93".
ATTACH TO GABLE RIM W/4-3" x.120" NAILS EA END
USE DOUBLE 2x4 SYP#1 IN'T' PROFILE MAX SPAN 135"
STITCH W13" x .120" NAIL ON 8" CENTERS
ATTACH TO GABLE RIM W/ 6-3" x .120" NAILS EA END
2X4 #1 SYP STUDS —�
24" O.C.
2-3" x .120" NAILS EA END
2X4 91 SYP TOP &
1X4 PURLIN DADOED
BOTTOM PLATES CONT,
INTO STUDS
FLOORING: SEE NOTE #16
SIDING: SEE NOTE #14
1 1/2" x 12" 26 G STEEL STRAP —�
TOP & BOTTOM OF EACH STUD
2X4(6) FLOOR JOIST
TYPICAL CROSS
SECTION
SCALE: 1/4" = 1'
PSI APPROVAL 2018-01-15
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ROBIN BUILDERS INC.
552 S. STATE St.
LYONS, GA 30436
912-526-3266
FLORIDIAN
FRAMING DETAILS
'"FBC 2017
'12-20-17 4 OF 8
-AS NOTED
Lntedek
a,, —
cent' flFv, v
,74i 33at sr.-c '.
O,L n;:o, rlc..dna 12.339
Plans Reviewer: Richard Olds
ICCP5107940
FL9SMP4S, SMF76
LSUCCCNUDZ416
Department Manager MctorC. Martin, PE
FL PE 082379, LA PE447037
LSU=0002436
SILL SPAN & FASTENING
SILLS
1-2x4
MAX SPAN
48'
FASTENING
3-.130" x 3"
NAIL EA EN
GAMBREL BARN FRAMING DETAILS
(3) 3- X .120 NAILS AT STUD
TO TRUSS CONNECTION
12
18F-
HEADER FOR DOOR OPENINGS ONLY
SIMPSON 142 OR EQUAL
EACH RAFTER TO STUD
CONNECTION W/g6l0.120" x 1-112'
NAILS P ANCHOR
2x4 #1 SYP STUDS 24'OC MIN
1 1/2' X 12" 26 GA. GALV. STEEL PLATE
AT TOP & BOTTOM OF EACH STUD
WITH (8)1.25" X .105- NAILS (TYP.)_—
HEADER DETAIL MAX SPANS & FASTENING
HEADERS
1-2x4
2-2X4
2- 2X6
WITH 1/2'
WITH 1/2'
PLYWOOD
PLYWOOD
OR
1-4X4
MAX SPANS
22.5'
64'
95'
FASTENING
3-.130" x 3"
6-.130- x 3"
NAIL EA END
NAIL_EA.END
NAIL.EA END
��Luu u�i7iry
......... V
'SkcNo 63M
4/92/2 04 8 jr=
SIMPSON H2 OR EQUAL
EACH RAFTER TO STUD
CONNECTION W/ 848 x 125'
SCREWS PER ANCHOR
SIDING: SEE NOTE #14-
1 1/7 X 12' 26 GA GALV. STEEL PLAT
EACH STUD TO FLOOR CONNECTI
WITH (8)1.25" X .105" NAILS (TYP.)
16
3.5
DOUBLE 2X4
1X4 PURLIN
SYP #2 PURLIN SURFACE NAILED WITH
(3) 7/16- X 2- STAPLES PER CONNECTION
(ALT) 20 GAUGE STEEL HAT CHANNEL
W/ (2) 2-1/4-XO.131 HT NAIL PER CONN.
20 GA. 2.5" X 4' MITEK CONNECTOR PLATES
EACH SIDE OF JOINT
L DOUBLE PT 2X6 SKIDS
NOTE FOUR SKIDS UNDER 13'6" WIDE FLOORS ONLY
13' 6" MAX.
END WALL FRAMING
12
3.5 1-
N.T.S.
DOUBLE 2X4 STUDS & RAFTERS
AT ENDWALLS ONLY
STITCH TOGETHER WITH
3" x .120" NAILS 8" SPACING
1X4 PURLIN
PER CONNECTION
(3) 3' X .120" TOENAILS AT STUD
TO PLATE CONNECTION
—2X4 #1 SYP BOTTOM
& TOP PLATE
TYPICAL DOOR FRAMING:
MAXIMUM DOOR SIZE -
108'WX80'H
GA 2.5" X 4' MITEK CONNECTOR PLATES
OR EQUAL EA SIDE OF CONNECTION
2X4 #1 SYP BOTTOM CHORDS ON
10' WIDE & 11'6_WIDEONLY
W � DOUBLE TOP PLATE CONT. 2x6 OVER 2x4
x
2X4 #1 SYP STUDS & RAFTERS
MIN SPACING 24"
.J
O_
y 1X4 PURLIN
Lu 2 - 3"x.120 NAILS
mPER CONNECTION
2X4 #1 SYP BOTTOM PLATE
NOTE FOUR SKIDS UNDER 13'8' WIDE FLOORS ONLY
13' 6" MAX_
CROSS SECTION DETAIL
PSI APPROVAL 2018-01-15 N.T.S.
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INC52ROBIN
.5TATEi,
, GA. 30436
9YO2 26-3266.
GAMBREL BARN
FRAMING DETAILS
"ABC 2017 —
-12-20-17 5 of 8
NONE
HEADER DETAIL MAX SPANS & FASTENING
HEADERS
1-2x4
2-2X4
2-2X4
/ 7.25' HIG
U18EGAULGgE
O SIDE
1— I
EJ
MAX SPANS
22.5"
64"
95"
FASTENING
2-#10x3/4•
4-#10x3l4'
1p�p-�g�4
SCREWS
SCREWS
SCREWS
EACH END
EACH END
EACH END
SILL SPAN & FASTENING
SILLS
1-2x4
L�
MAX SPANS
48"
FASTENING
2-#10 x 3/4"
C
BOTTOM CORD EACH RIB
ATTACH TO RAFTERS WITH
4 - #10 x 3/4" SCREWS EA END
RAFTERS AT 24" MAX —�
OVER WALL STUDS c
SIDING: SEE NOTE#14
BOTTOM TRACK
W/ 1/4" x 21/2" WA
FRAMING FOR STEEL FRAME
ROOF PITCH VARIES
TO MAX 3.5/12 12
max. 3.51
OPTIONAL EAVE 3"
STEEL STUD
DIAGONAL WINDBRACES
FOUR PER CORNER
BOTTOM TRACK ATTACH
TO FLOOR W/ 1/4" x 21/2" WASHER
HEAD LAG BOLTS 0 X CENTERS &
DOUBLE BOLTS EACH CORNER
& EACH EDGE OF DOOR OPENING
90" MAX.
CONTINUOUS
ROOF PANEL ATTACH TO ENDWALLS
SIDEWALLS & ALONG RIDGE WITH
#10 x 3/4" SCREWS AT 8" SPACING
DOUBLE PT 2X6 SKIDS
13' 6" MAX.
NOTE FOUR SKIDS UNDER 13'W WIDE FLOORS ONLY
END WALL FRAMING
20 GAUGE STEEL
BOTTOM TRACK CONT,
N.T.S.
NOTE: GABLE ORIENTATION IS SYMBOLIC
SINCE GABLE CAN BE IN EITHER
DIRECTION.
DOUBLE STUDS AT DOOR OPENINGS I
GAUGE STEEL BELTLNE
(3 3 xN1200UNAILLSOPER CONNECTION
— 18 GAUGE STEEL STUD PLATE
TYPE AND LOCATION OF DOORS
AND WINDOWS TO VARY
TYPICAL DOOR FRAMING:
MAXIMUM DOOR SIZE -
108"W X 79' H
tntertek
CONTINUOUS BELTLINE & GI
TOP & BOTTOM PLATES
THROUGH ROOF PANEL
L L.PE REYff,d•
F:vitsstry;! S'.1•:ra h:A:.,rre.:, la'
(2) #10 x 3/4" SCREWS PER CONNECTION
"" I-`"
BETWEEN STUDS AND PLATES
27a633r d su�•.,r
Plans Reviewer•. Richard Oids _
ICC#5307840
FL OSMP-45, SMI-76
1 G STEEL STUDS & RAFTERS 24" MAX SPACING
LSUCCC#Uo2416
Department Manager: Victor Martin, PE
FL PE #82379, LA PE 1142017
LSIICCC #UD2436
Base Rail or Top Rail
DOUBLE PTSKIDS
13' 6"" MAX. -
NOTE FOUR SKIDS UNDER 13'6" WIDE FLOORS ONLY J�•
C R O S S SECT I O N D ETA I L STEEL cTl Fr, ^=T A I.
N.T.S. PSI APPROVAL 2018-01-15
x 3/4" a cake
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ROBIN BUILDERS INC.
552 S. STATE S'T.
�9O2�5'526-326636
STEEL FRAMING
DETAILS
FBC 2017 w
12-20-17 6 of 8
NONE
TRUSS SCHEDULE: 2X4 SYP #1 TRUSS RAFTERS 24" O.C.
DOUBLE 2x4 SYP#1 TRUSS RAFTER AT ENDWALLS
& STITCH TOGETHER W13" x 0.120" NAILS 8"OC
ROOF FRAMING
20 G GALV STEEL HAT CHANNEL
W/(2) 2-1/4" x 0.131" HT NAILS PER CONN.
1 1/2" x 16" 26 G STEEL STRAP--_
fOP OF STUD & TAIL END OF TRUSS
(8) 1.25" X .105" NAILS (TYP.)
3"x12" 18 G GALV. PLATES ON
2 OUTSIDE SURFACES OF 4x4 POSTS
104'x0.120" GALV NAILS EA PLATE
1 1/2" x 16" 26 G STEEL STRAP
TOP OF STUD & TAIL END OF TRUSS
(8) 1.25" X.1 05" NAILS (fYP.)
2X4 24" CENTERS
2-3" x. 120" NAIL EA END
TYPICAL WIN. FRAMING
1X4 PURLIN
2X4 #1 SYP BOTTOM PLATE
3"x.120" NAIL 8" SPACING
1 1/2" x 12" 26G GALV STRAPS •
BOT OF EA STUD TO RIM JOIST
FASTEN W/8-1 1/4" x.105" NAILS
FRAMING FOR PORCH MODELS
NOTE: GABLE ORIENTATION IS SYMBOLIC
SINCE GABLE CAN BE IN EITHER
DIRECTION.
KINGPOST ON TRUSSES >99"
SINGLE TRUSS OVER WALLS
DOUBLE TRUSS PT OVER PORCH
1 1/2" X 12" 26 GA. GALV. STEEL PLATE
(8) .105" x 1.25" NAILS
20 G GALV STEEL HAT CHANNEL
W/(2) 2-1/4" x 0.131" HT NAILS PER CONN.
SIDING: SEE NOTE #14 —�
1 112" X 12" 26 GA. GALV. STEEL PLATE
TOP & BOTTOM OF EACH STUD
(8) 1.25" x.105"NAILS(TYP.)
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20 GA. 2.5" X 4" TRUSS PLATES Z '; v
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DING: SEE NO-
2X4 91 SYPKD
2-3" x .120" P
EACH END
1X4 SYPKD PURLIN
2 3" x 0.120
ILS PER
CONNECTION
2X4(6) FLOOR JOIST----.,
DOffi
UBLE PT 2X6 SKIDS I
(�---13' 6" MAX.—y TYPICAL DOOR FRAMING
— DOUBLE PT TRUSS I I MAXIMUM DOOR SIZE
1 WX79"H
2-3" x .120" GALV NAILS NOTE FOUR SKIDS UNDER 13%" WIDE FLOORS O ' L
AT 8" SPACINGS°
sg END WALL FRAMING
2 X 4 PT NAIL TO UNDERSIDE 41
OF TRUSSES 2-3" x.120" GALV ,„Tr,:..a' N.T.S.
NAILS ON 6" SPACING "• '+^>•^" ROOFING: SEE NOTE #14�
P6nsR^°"" P AitlO1di 20 G GALV STEEL HAT CHANNEL
cc.sTm'aa W/(2) 2-1/4" x 0 131" HT NAILS PER CONN
PORCH DETAILS
5/4 x 6 PT FLOOR
ON PORCH ONLY
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1 1/2" x 16" 26 G STEEL STRAP
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l5°tt°Y°°t"36 TOP OF STUD & TAIL END OF TRUSS
_UB--(8p1.25"X :105"NAILS--(TYP.)
DOLE 2x4 SYP PT TOP RIM JOIST OPTIONAL 3"�
OVER 2x4 SYP PT TOP PLATE CONT. NON-STRUCTURAL EAVE
FASTEN W/ 2-3" x.120 NAILS EACH 8"
4X4 PT HEADER SUPPORTED BY
2x4 PT JACK STUDS
OPEN PORCH AREA
MAX 6' SPAN WALL TO CORNER POST 2X4 #1 SYP STUDS --'
4x4 PT PEOSTS AT EACH 24" MAX SPACING
OUTSIDE
CORNER
M2X4 PT RAILINGS
AX 6" OPENING 1X4 PURLIN DADOED /
M
SIDE WALL FRAMING
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PLATE CONT,
ROBIN BUILDERS INC.
552 S. STATE St.
LYONS, GA 30436
912-526-3266
2x4 #1 SYP BOTTOM
PLATE - INTERIOR
WALL ONLY
._
FLOORING: SEE
NOTE #16 PORCH MODEL
SIDING: SEE NOTE#14 / FRAMING DETAILS
1 1/2" x 12" 26 G STEEL STRA T
BOT. OF EACH STUD TO RIM JOIST
(8) 1.25" X .105" NAILS (TYP.)
3"x12" 18 G GALV. PLATES 2X4 6 FLOOR JOIST B
CON 2 OUTSIDE SURFACES OF ( )TOP & BOTTOM OF 4x4 PT CORNER CROSS SECTION
POSTS - 10-3"xO.120" GALV NAILS EA PLATE S OF 8
PSI APPROVAL 2018-01-15
SCALE: 1/4" = 1' S NOTED
PLYWOOD FLOORING 2x4 BASEPLATE
FLOOR JOIST 2x4(6) PT RIM JOIST
2'x2'xl/B' ZINC PLATED WASHER
/,1/2'X4' GALV LAG BOLT
ANCHOR ATTACHED TO BUILDING
WITH 1/2'x4' GALV LAG BOLT
THROUGH WASHER, THEN EYE OF
ANCHOR, THEN RIM JOIST &
INTO END OF FLOOR JOIST
GRADE
PIER SPACING --A
REQUIREMENTS SAME z AS ANCHOR SPACING 1/2' EYE AUGER ANCHOR WITH
REQUIREMENTS f 4' SINGLE HELIX & MIN.
EMBEDMENT OF 24'. LOCATE
Cu ANCHORS ONLY ALONG LONG
C SIDE OF BUILDING. END ANCHORS
WITHIN 2' OF EACH END, THEN
8' MAX ANCHOR SPACING.
SHED WITH ATTACHED SKIDS
END VIEW
_-I—I 2x4 Be
3/4' PL
MIN 4'
CONCRETE SLAB BY
OTHERS LOCAL CODE
AND JURISDICTION
APPLY
SCALE, N.T.S.
—FLOOR JOIST
3/4' PLYWOOD FLOORING
2x4 BASEPLATE
2x4(6) PT RIM JOIST
2'x2'xl/B' ZINC -
PLATED WASHER
�N,,/-1/2'X4' GALV LAG BOLT
ANCHOR ATTACHED TO BUILDING
WITH 1/2'x4' GALV LAG BOLT
THROUGH WASHER, THEN EYE OF
ANCHOR, THEN RIM JOIST &
INTO END OF FLOOR JOIST
1/2' EYE AUGER ANCHOR WITH
4' SINGLE HELIX & MIN.
EMBEDMENT OF 24'. LOCATE
z ANCHORS ONLY ALONG LONG
E SIDE OF BUILDING. END ANCHORS
WITHIN 2' OF EACH END, THEN
ru8' MAX ANCHOR SPACING.
ANCHOR ATTACHMENT DETAIL
SCALE. N.T.S.
FOUNDATION ANCHORING TIE DOWN SYSTEM
(1) 1/2' ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY
PERMI-T-TED- — - — --
(1) 2'x2'xl/8' ZINC PLATED WASHER
GENERAL NOT
1. BUILDING ANCHORS INTO EARTH SHALL BE
MOBILE HOME TYPE 1/2' SINGLE HELIX EYE
ANCHORS BY HOME PRIDE OR EQUAL WITH
MINIMUM EMBEDMENT OF 24' AND
AVERAGE HOLDING POWER OF 4,000#
2. BUILDING ANCHORS INTO CONCRETE 1/2'
WEDGE ANCHORS WITH MIN 3' EMBEDMENT
3. ANCHORING SYSTEM TO GROUND PER LOCAL
BUILDING CODE. LOCATE ANCHORS PER
SPACING REQUIREMENTS SHOWN WITHIN
4. ANCHORING SYSTEM TO CONCRETE SLAB PER
LOCAL BUILDING CODE. LOCATE ANCHORS PER
SPACING REQUIREMENTS SHOWN WITHIN
5. END PAD SPACING IS END OF BUILDING TO
CENTER OF END PAD
6. PAD SPACING OTHER THAN END PADS IS
CENTER TO CENTER
7. BASE OF EACH PAD TO BE 8'xl6'x4' SOLID
CONCRETE BLOCK (CEMENT AND SAND MIX)
8. HOLLOW OR SOLID CONCRETE BLOCKS MAY
BE DRY -STACKED ON PADS FOR HIGH SETS
UP TO 48' WITHOUT REINFORCING
9. ANCHOR SPACING IS BASED ON ASCE 7-10
RISK CATEGORY 1 BUILDING EXPOSURE B
160 M.P.H. (3 SEC GUST) EXPOSURE C
2017 FLORIDA BUILDING CODE Gth EDITION
10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF
BUILDING IS 8'0' INSIDE WALL HEIGHT
11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE
12. MAXIMUM LENGTH OF FLOOR IS 50' LONG
13. PIER SPACING REQUIREMENTS SAME AS
AUGER ANCHOR SPACING REQUIREMENTS
Otte L-k ,
1709E AFVIFFV
26 GAUGE G-90 GALV danJa.troraa3;z,?
STEEL 1.5'W x 18'L
2x4(6) PT RIM JOIST 1/2' WEDGE ANCHOR WITH U-SHAPED BRACKET tccas107840r8tchardom:
1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED TO EACH FL DSMP-45 SMI-76
E BOLT ATTACHED TO ANCHOR WITH
(1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/8'
ZP WASHER, (1) 1/2- ZP NUT
-24 SIMPSON (or EQUAL)
70# UPLIFT WITH 1/2' WEDGE
END,
SHED WITH ATTACHED SKIDS
ANCHORED TO CONCRETE
END VIEW
SCALE, N.T.S.
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THROUGH 2x4 WALLPLATE (14)- 0,089 x 1.25' Department Manager.VlctarGMartin,PE ROBIN BUILDERS INC.
& 2x4 PT BOTTOM PLATE, RING SHANK GALV NAILS FL PE 552 S. STATE S`f.
SPACING OF ANCHORS TO YO S, GA 30436
BE MAX 3' ALONG ALL 2x4 BASEPLATE Isuccc#u0243s I(B12N) 526-3266
FOUR WALLS WITH 1
ANCHOR WITHIN F (IF ♦ � fiI% I1 iI111 '
EACH CORNER. 2'x4' P.T. BASE ♦♦���/
♦ I.......... �0, //, ,..,...�.. r..
CONCRETE SLAB BY ♦ ,
MIN 4' OTHERS LOCAL CODE•��•'�qq
AND JURISDICTION•' 53499 TIE DOWN DETAILS
APPLY =.:
SHED WITH❑UT FLOOR �-0/12/2o1a;'�
?Q 4�- SrATE Of ,,,,
ANCHORED TO CONCRETE
'-`�''��"'�' -TIE DOWN
END VIEW ''`c' ,r♦ �2/2D/17 s or a
111 � AS NOTED
PSI APPROVAL 2018-01-15 SCALE, N.T.S.