HomeMy WebLinkAboutBuilding Plans; Lofted BarnPSI Approval 2018-05-05
L 0 F T
S T A T E
GENERAL NOTES:
1. THIS STRUCTURE WAS DESIGNED N ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE, BUILDING (F.B.C.).
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPUCABLE
LOCAL CODES AT THE TIME OF MANUFACTURE
3. WRITTEN DIMENSIONS SfWl TAKE PRECEDENCE OVER SCALED DIMENSIONS.
4. THE FOUNDATION PLAN IS A SEPARATE SEE OF PLANS FOR APPROVAL BY LOCAL MUNICIPALITIES.
5. EXTERIOR DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN 0 2'-0' o/c BUT MEMBER SPACING SHALL NOT
EXCEED UMTS AS INDICATED.
6. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED N ACCORDANCE WITH AWPA USE CATEGORY UM
(GROUND CONTACT, HEAVY DUTY SKIDS.
7. ALL THE FOLLOWING LUMBER 91A L BE PRESSURE TREATED N ACCORDANCE WITH AWPA USE CATEGORY UMB
(EXTERIOR ABOVE GROUND, UNCOATED OR POOR WATER RUNOFF), FLOORS AM, PLYWOOD FLOOR DECKING.
AND EXTERIOR RATED WOOD STRUCTURAL PANEL SIDING.
8. LP PROSIRUCT SUB-RDONNG 195z• MAY BE USED IN LIEU OF PRESSURE TREATED PLYWOOD FLOORING.
9. P.T. PLYWOOD FLOORING NOT REWIRED WHERE THE BOTTOM OF THE FLOORING IS OVER 18' ABOVE GROUND
SECTION 2304.11.2.1 FBC 2017.
10. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED
GALVANIZED (G185) OR STAINLESS STEEL
11. ALL WINDOWS WITHIN 2C OF DOORS, AND ALL GLASS N DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLO
PLASTIC SHEET.
12. FOR ROOFS WITH ASPHALT SHINGLES AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 SHALL HAVE A DOUBLE
UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH SECTION 1507.2.8 OF THE 2017 F.B.C.
13. U14DERLAYMENT SHALL CONF09M WITH SECTION 1507.2.3 (ASPHALT SHINGLES) AND 1507.4.5 (METAL ROOF
PANEL) OF THE 2017 F.B.C.
14. ASPHALT SHINGLES SHALL CONFORM WITH SECTION 1507.2.5 OF THE 2017 F.B.C. ATTACHMENT OF ASPHALT
SHINGLES SHALL CONFORM WITH 1507.2.7 OF THE 2017 F.B.C.
15. FASTENERS FOR ASPHALT SHINGLES SHALL CONFORM TO SECTION 1507.2.6 OF THE 2017 F.B.C.
16. TIE -DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES.
17. THESE PUNS HAVE NOT BEEN DESIGN FOR WHIZ REQUREMENTS AS SET FORTH N THE 2017 F.B.C. OR FOR
USE AS A COMMERCIAL BUILDING.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS.
19. THE CONTRACTOR BALL BE RESPONSIBLE FOR DELIVERY AND PLACEMENT OF LAWN STORAGE UNIT TO INSURE
THE INTEGRITY OF THE BUILDING AND ITS COMPONENT PROS.
2O. NO FIELD REVISIONS TO ANY STRUCTURAL COMPONENT OR DEVIATION FROM THESE DRAWINGS SHALL BE MADE
21. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND AGAINST ALL UABLTY
CLAMS, DAMAGES, LOSSES AND EXPENSES INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM
ERROR OR OMISSIONS IN THE PERFORMANCE OF THE WORK BY THE CONTRACTOR.
22. SECTIONS AND DETAILS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ALL SIMILAR
LOCATIONS, UNLESS OTHER SECTIONS AND DETAILS ARE SPECIALLY REFERENCED.
23. REFER TO SUPPLIED FASTEANG SCHEDULE FOR FASTENING BASE ON CONNECTION AND LOCATION OF MEMBERS
AS PER 2017 FLORA BUILDING CODE TABLE 2304.9.1 UNLESS NOTED OTHERWISE
24. BUILDINGS HAVE BEEN DESIGNED FOR LP SAARISIDE PREMSION PANE SIDING, LP SMAR151DE PRECISION LAP
SIDING SALT. NOT BE USED.
25. FASTEERS IN LP SYPRTSOE PRECISION PANE SIDING MUST NOT BE INSTALLED IN PANEL SIDING GROOVES IN
THE FIELD OF TIE PANEL SONG OR WHEN THE PANE SIDING GROOVES OCCUR AT CUT EDGES OF THE PANE
SIDING..
26. REFER TO THE ICC-ES EVALUATION REPORT ESR-1301 FOR ADDITIONAL DATA AND SPECRCATIONS OF LP
SINRTSITE PRECISION PANE SIDING. FLORIDA PRODUCT APPROVAL 9190.5 & 9190.6
27. MAX OPENING WIDTHS MUST COMPLY WITH DESIGN RATIOS AS PER ANSI/AF&PA SDPNS-2W8. BUILDING HAVE
DESIGNED TO HAVE ONLY OPENINGS WITH MAX WIDTHS EQUAL TO THOSE IN THE ENDWALL SHEAR WALL CHART.
28. AS PER SECTION 553.73(10)(h). FLORIDA STATUTES, STORAGE SHEDS THAT ARE NOT DESTINED FOR HUMAN
HABRARGN AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEE ON LESS ARE NOT REWIRED TO COMPLY
WITH THE MANDATOR' WIND -BORNE -DEBRIS -IMPACT STANDARDS OF THE FLORIDA BUILDING CODE IN ADDITION,
SUCH BUILDINGS THAT ARE 400 SQUARE FEE OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION
WITH ONE -MID -TWO FAMILY RESIDENCES ARE NOT SUBJECT TO TIE DOOR HEIGHT AND WIDTH REQUIREMENTS
OF THE FLORIDA BUILDING CODE SEE RIC 1008.1.1 EXCEPTION (8).
29. BINDING FAME BEEN DESIGNED TO HAVE ANCHORS DIRECTLY ATTACHED TO ALL FOUR CORNERS OR THE
BINDING TO RESIST TENSION FORCES FROM LATERAL WING LOADS, THIS DESIGN CONSIDERATION MUST BE
WIDE BY INSTALLER WHEN ATTACHING ANCHORING SYSTEM TO BUILDING.
30, UNLESS NOTED OTHMISE, ATTACH AL MANUFACTURED PRODUCTS IN ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS.
mi
THIS BALDING IS NOT DESIGNED FOR FINNAN HABITATION AND DOES NOT HAVE RUNNING WATER OR SANITATION
SERVICES THIS BINDING IS DESIGNED AS A UDUTY SHED TO STORE LAWN EQUIPMENT SUCH AS WHEEL BARROWS
GARDENING SUPPLIES, FLOWER POTS, AND CARDBOARD BOXES WITH VA80US SMALL TEES.
SH INSTALLED BENS:
NOTE THAT THIS LIST DOES NOT NECESSARILY LARK THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED
FOR A COMPLETE NSTA ATON. ALL SITE RELATED TEES PIE SUBJECT TO LOCAL JURISIICTONAL APPROVAL
1. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM.
2. RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILIMNG IF NECESSARY.
3. (UTTERS AND DOWNSPOUTS ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES HORIZONTAL PROJECTION
EXCEPT FOR GABLE END RAKES.
SHED MANUFACTURER SHALL HAVE A LIST OF AL REWIRED PRODUCTS THAT NEED FLORIDA STATE APPROVAL AVAILABLE
FOR 3RD PLATY INSPECTOR AND REVIEW BY E.O.R. FOR COMPLIANCE WITH WIND LOADS
O F
D B A R N P
F L i0i R, I D A ( 1 8 0 M P H)
.I w
- I .,
FIGURE IWOZ(3)
ULTIMATE DEMON VAUD SPEEDS, V,F„ FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
FLORIDA BUILONG CODE - BUILDING, I h EDITION (2017)
A N
W I N D S
DESIGN CRITERIA:-
1. WIND VELOCITY 180 MPH.
2. BUILDING CATEGORY 1
3. WIND EXPOSURE C
4. INT. PRESSURE COEFFICIENT t0.18
5. ENCLOSURE CLASSIFICATION ENCLOSED
6. BASED ON HEIGHT 15 FEET
7. OVERHANG NO
8. FLOOR DESIGN LIVE LOAD 50 PSF
FLOOR DESIGN DEAD LOAD 4 PSF
9. ROOF DESIGN LIVE LOAD 20 PSF
ROOF DESIGN DEAD LOAD 7 PSF
10. WALL DESIGN DEAD LOAD 3 PSF
11. CONSTRUCTION TYPE -V B
12. BUILDING OCCUPANCY = U
13. FIRE RATING EXT. WALLS 0
14. ALLOWABLE NUMBER OF FLOORS 1
15. THE CONTRACTOR / MANUFACTURER MUST COMPLY WITH THE FOLLOWING
CODES AND ALL OF THEIR AMENDMENTS / SUPPLEMENTS.
RORDIA CODE .6u
2017 FBC e/ AENUMENTS
2014 NEC
SHEET LIST
SHEET NUMBER
SHEET TITLE
C-1
COVER SHEET
C-2
FASTENING SCHEDULE / WIND
LOADING
A-1
FRAMING PLANS & DETAILS
A-2
DETAILS / SHEARWALL CHART
A-3
TYPICAL DETAILS
A-4
OPTIONAL PORCH DETAILS
f-C2l j -oSs j
FIL
s� --
OCALA FLORIDA SHOP
DBA FLORA-BAMA MFG
3082 NE 24TH STREET
OCALA FL 34470
PROJECT -
LOFTED BARN
COVER SHEET & GENERAL NOTES
DON VAN GERVE, P.E.
SPECIALTY STRUCTURAL ENGINEER
978-943-6869
ALTERNATE DESIGN SOLUTIONS
SIBICNRALERINEEWNNKMBK6cBISINCTONSFRWCE3.
PHONE 215.355.4684
WWW ALTERNATEOESIGNSOLUTION&COM
ENGINEERING SERVICES PROVIDED FOR -
PREMIER PORTABLE BUILDINGS
317 EAST STATE LINE ROAD
SOUTH FULTON, TN 38257
WWW. PREMI ERBUILDINGS.US
REVISION DESCRIPTION DATE
1
2
3
4
v
DATE: 4.30.18
PROJECT NO.: 17164
DRAWING BY: JH
CHK BY: DVG
DWG NO.:
C_ 1 VA
1 :,F
Q: No 01517
• 7 �kN
9 : STATE OF W
S,Q N A ��G,2W:
1 of 6 pill
PSI Approval 2018-05-05
FASTENING
SCHEDULE (2304.9.1 FBC)
LOCATION
22. WOOD STRUCTURAL PANELS AND PARTICLE
BOARD SUBFLOOR, ROOF AND WALL
SHEATHING (TO FRAMING)
SINGLE
SINGLE FLOOR (COMBINATION
TO FRAMING)
X' AND LESS 6dJ
2X"xO.113" NAIL'
y� 14" 16 GAGE
'%2" TO I932" 8d COMMON (ROOF IN
110-140 V,sp MPH EXP.
"B")INTERMEDIATE,COMPONENTS
1952° TO �" 8dd OR
2%"xO.113" NAIL"
2' 16 GAGE?
�" &LESS Sd`
%" TO 1" 8&
Of TO lY4" 1 Odd OR 8d'
6" o/c ® EDGES AND
COMPONENTS &CLADDING
NTS4" AD
EDGE STRIP
#ZONE 3
c. COMMON OR BOX NAIL ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.
b. WAILED SPACED 0 6- a/c AT EDGES, 12' AT INTB Mm AIE SUPPORTS EXCEPT 6' AT SUPPORTS WHERE SPANS ARE 48-
OR MORE, FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE BOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO
SECTION 2305 FBC. HAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.
c. COMMON OR DEFORMED SHANK (6d - 2'0.113' Bd-7)jx0131'; 10d 3'x01481.
d. COMMON (6d - 2'0.113',8d-2$"xo131' 10d Yxo.1481.
e. DEFORMED SHANK (fid-2'x0.113'; Bd 7X'x9.131' 10d 3'x0.148�.
L CORROSION -RESISTANT SIDING (6D-I%"xO.106';8d 2)6'x0.1281 OR CASING (6D2'xO.099%8d 21h'xt1.1131 NAIL
9. FASTENERS SPACED 3' o% AT EXTERIOR EDGES AND 6' o/c AT INTERMEDIATE SUPPORTS WHEN USED AS STRUCTURAL
SHEATHI16d
CORROSION -RESISTANT
h. CORROSION -RESISTANT ROOFING NAILS w/ .Ta DIAMfIER HEAD AND 1 X' LENGTH FOR 1L' SHFATIiING AND 1 3i' 11NGT11
FOR 2W SHEATHING.
I GG SION-RESISTANT STAPLES WDH NOMINAL' e' CROWN OR 1' CROWN AND 1 W LENGTH FOR JAI' SHEATHING AND 1 V
LENGTH FOR 2W SHEATHING. PANEL SUPPORTS 0 16' o/c(20' IF STRENGTH AXIS IS THE LONG DIRECIlm OF THE
PANEL, UNLESS OTHERWISE MARKED.)
1• FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (XxO.1131 ARE THE MINIMUM REWIRED FOR WOOD STRUCTURAL PANELS.
k STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 3(,'.
I. FOR ROOF SWATHING APPLICATIONS, FASTENERS SPACED a o/c AT EDGES, 8- o/c AT INTERMEDIATE SUPPORTS.
m. FASTENERS SPACED 4' o% AT EDGES, 8' o% AT TINE CKTE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3'
o/c AT EDGES, 6- AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
n. FASTENERS SPACED 4' o/c AT EDGES, 8- AT INTERMEDIATE SUPPORTS
AREA FOR APPROVAL STAMPS
4>wrte14e
PSI
CODE REVIEW
Professional Service Industries, Inr
An InterteN Company
174833rdStreet
Od,y ,+ ]Or%=aC�?zn?'
Plans Reviewer: Richard olds
ICC N5107840
FL ISMP-45, SMI-76
LSUCCC#U02416
Department Manager: Peter Craig
CONNECTION
FASTENING
1. JOIST TO SILL OR GIRDER
3 - 8d COMMON (2X"x0.131 ")
3 - 3"xO.131" NAILS
3 - 3" 14 GAGE STAPLES
TOE -NAIL
2. BRIDGING TO JOIST
2 - 8d COMMON (2X"x0.131�
2 - 3"x0.131' NAILS
2 - 3" 14 GAGE STAPLES
TOE -NAIL EACH END
3. SOLE PLATE TO JOIST OR BLOCKING
,V "NO.135 0 16" o c
( � /
3"xO.131" NAILS ® 8" o/c
3" 14 GAGE STAPLES 0 12" o/c
TYPICAL FACE NAIL
23. 29ga. STEEL SIDING (TO FRAMING)
X" OR LESS 6dI
8dI
NAILS 0 6" o/c IN FIELD AND 3
O/C ALONG ALL PANEL EDGES
4. SOLE PLATE TO JOIST OR BLOCKING ®
BRACED WALL PANEL
3 - 16d (,V2"X0.135") 0 i6" o/c
4 - 3"xO.131" NAILS 0 16" O/C
4 - 3° 14 GAGE STAPLES 0 16" o / c
BRACED WALL PANELS
24. FIBERBOARD SHEATHINGS
h
X" N0. 11 GAGE ROOFING NAIL
6d COMMON NAIL (2'XO.113')
NO 16 GAGE STAPLE
2 h
�sz N0. 11 GAGE ROOFING NAIL 8d COMMON NAIL (1J¢'x0.131�
NO 16 GAGE STAPLE
5. TOP PLATE TO STUD
2 - 16d (3�"xO.162")
3 - 3"xO.131" NAILS
3 - 3" 14 GAGE STAPLES
END NAIL
4 - 8d COMMON (2X%O.131 ")
4 - 3"xO.131" NAILS
TOE -NAIL
6. STUD TO SOLE PLATE
3 - 3" 14 GAGE STAPLES
2 -16d COMMON (,WXO.162�
3 - 3"x0.131" NAILS
3 - 3" 14 GAGE STAPLES
END NAIL
G.F.I. - F
NGTEs-OPTIONAL ELECTRIC
OUTLET
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE
SOURCEN EF 'ENCASE IN ALL METAL BOXES.
L n WIRING DIAGRAM
(OPTIONAL)
7. DOUBLE STUDS
i6d (3ViNO.1357 0 24" o/c
3"xO.131" NAILS 0 8" o/c
3" 14 GAGE STAPLES 0 8" o/c
FACE NAIL
16d (,f2"x0.135� 0 16" o/c
=
3"x0.131" NAILS 0 12" o/c
TYPICAL FACE NAIL
3" 14 GAGE STAPLES 0 12" o/c
B. DOUBLE TOP PLATES
8 -16d COMMON (,Vt"x0.162�
12 - 3'X14 GA NAILS
12 - 3" 14 GAGE STAPLES
LAP sPucE
OCALA FLORIDA SHOP
DBA FLORA-BAMA MFG
3082 NE 24TH STREET
3 - 8d COMMON (22NO.131")
>R '.
OCALA FL 34470
9. BLOCKING BETWEEN JOISTS OR TRUSSES
3 - 3"xO.131" NAILS
TOE -NAIL
PROJECT.
TO TOP PLATE
3 - 3" 14 GAGE STAPLES
° . ..-��"
LOFTED BARN
10. RIM JOIST TO TOP PLATE
8d (2%"XO.131� ® 6" O/c
3"xO.131" NAILS ® 6' o/c
TOE -NAIL
3" 14 GAGE STAPLES 0 6' O/c
d.
11. TOP PLATES, LAPS AND INTERSECTIONS
3 - 3"x0.131" NAILS
FACE NAIL
FASTENING SCHEDULE WIND LOADING
3 - 3" 14 GAGE STAPLES
12. CONTINUOUS HEADER (2) PIECES
16d COMMON (3Vi'xO.i62�
i6' O/c ALONG EDGE
Ad
DON VAN GERVE, P.E.
'
Q
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pia
Cme IfAI
SPECIALTY STRUCTURAL ENGINEER
978-943-6869
13. CEILING JOISTS TO PLATE
3 - 8d COMMON (2X"x0.131")
5 - 3"XO.i31" NAILS
5 - 3" 14 GAGE STAPLES
TOE -NAIL
ALTERNATE DESIGN SOLUTIONS
519IICTBPJIL FXBMFEAINOBESICN 6 CTT151AUCD6N SEAl7CFS
PHONE 215.355.4684
WWW.ALTERNATEDESIGNSOLUTIONS.00M
14. CONTINUOUS HEADER TO STUD
4 -8d COMMON (2X"XO.131'
TOE -NAIL
15. RAFTER TO PLATE
3 - Sd COMMON (2X"x0.131")bL
3 - 3"x0.131" NAILS
3 - 3" 14 GAGE STAPLES
TOE -NAIL
16. 1" DIAGONAL BRACE TO EA. STUD &
PLATE
2 - 8d COMMON (7X"x0.131
2 - 3"xO.131" NAILS
3 - 3" 14 GAGE STAPLES
FACE NAIL
ENGINEERING SERVICES PROVIDED FOR:
IE PREMR PORTABLE BUILDINGS
cam 13
317 EAST STATE LINE ROAD
SOUTH FULTON, TN 38257
WWW.PREMIERBUILDINGS.US
17. BUILT-UP CORNER STUDS
i6d (,h"xO.135") ® 24" o/c
3"x0.131" NAILS 0 16" O/C
3" 14 GAGE STAPLES 0 i6" o/c
0 24' o/c
0 16" o/c
0 16" O/c
20d (4"x0.192") 0 32" o/c
REVISION
DESCRIPTION
DATE
BY
3"XO.131" NAILS 0 24" o/c
FACE NAIL 0 TOP & BOTTOM STAGGERED
3" 14 GAGE STAPLES 0 24' o/c
ON OPP. SIDES
18. BUILT-UP GIRDER AND BEAMS
2 -20d COMMON (4"x0.192")
3 - 3'XO.131" NAILS
3 - 3" 14 GAGE STAPLES
FACE NAIL 0 ENDS AND AT EACH SPLICE
;.,
DATE: 4.30.18
19. COLLAR TIE TO RAFTER
3 - tOd COMMON (3"x0.148")
4 - 3'x0.131" NAILS
4 - 3" 14 GAGE STAPLES
FACE NAIL
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COMOMW AkRFt CIADOM PFWMUM
PROJECT NO.: 17164
DRAWING BY: JH
CHK BY: DVG
20. ROOF RAFTER TO 2-BY RIDGE BEAM
2 - 16d COMMON (WXO.135�
3 - 3"x0.131" NAILS
3 - 3" 14 GAGE STAPLES
TOE -NAIL OR FACE NAIL
DWG NO.:
V 2
VAN •,,
+;' ¢o�0%17
S •ty"
21• JOIST TO BAND JOIST
3 - 16d COMMON (3142"0.135�
4 - 3"x0.131" NAILS
4 - 3" 14 GAGE STAPLES
FACE NAIL
2 of 6
PSI Approval 2018-05-05
If-O' TO V-V AT 16* OR 12' INCREMENTS �o'-0� rnDE VrI.75-
eED
AREA FOR APPROVAL STAMPS
DETAIL 5/A-3
10'-0• TO 24'-0" AT 16• OR If INCREMENTS 8'-0' WIDE '� $ (2) 4tt6 P.T. SYP e2 SpDS 2-0' Y-0' 2'-0' 2'-0• PEO3
SYP. �2 � IflFC�(L@IC
HkHH
FLOOR JDIST 0 END WALLS PSI
P.T: 206 Sr. #2.RAOR - 9 CODE REVIEW
JOISTS 0 16, MAX. c ° %. A-3
� Professional Service industries, Inc
ff 1 » ) » An Intertek Company
8 -0 WIDE 4.6 SKIDS OW.) g -0 WIDE w/ WINDOW 8 -0 WIDE w/ DOOR 174833rd Street
8'-0» & 10'-0» WIDE 7 ENDWALL ELEVATION 8 ENDWALL ELEVATION 9 ENDWALL ELEVATION Orlando, Florida 32839
2i8 RIM JOIsr
FLOOR FRAMING PLAN A-1 A-, A-, Plans Reviewer: 1114T1Wrd OItlF
ICC N61117890
SCALE 1/4°=1'-0" SCALE 1/a' 1-0' SCALE i/4"=1'-0` FLNSMP-06, SMI-76
SCALE 1/4'=P-O' (DO NOT SCALE DRAWING)
LSUCCC WU02416 Department Managgr: PecerCrag
12'-0° TO 4W-0• AT IV If INpiUIENES 16'-0• WIDE
,2'-0° TO 40'-0• AT 16• OR If INCREMENTS '
14 -0• WIDE z 11&2�=lrf-r
,2-0' TO 36-T AT 16" OR IY NCREMENR,2'-0' YAOEId 12'-0• TO 34'-6"Ar 16' IY MCREMENIS 1.75•
11'-2' WADER.0. ,,55t�
s'-o• -0.2'-0z'-o' '-11 '-It%
11
8'-0" WIDE w/ DOOR 10'-0» WIDE 10'-0» WIDE w/ WINDOW
c2, 2r6 ° P:T. SYP: jT ENDWALL ELEVATION 2 ENDWALL ELEVATION
(4) 4a6 P.T. SYP 12 SOBS FLOOR �T 0 END WALLS iD ENDWALL ELEVATION „ ��
SCALE: 1/4"=1'-07 A_, SCALE: 1/4°=1'-0• A_, SCALE 1/4"=l'-0°
P.T. 2A SIR #2 FLOOR
JOISTS 0 16" °/c MAX.
x .k =41 igOCALA FLORIDA SHOP -
DBA FLORA-BAMA MFG
(1•-21 NOTE AS AN ORION. JOISTS 3082 NE 24TH STRI ET
(1z'-0D CAN BE PLACED Ar 1z °% OCALA FL 34470
(14'-01 / D 1 » 1 n - 216 �'M 2'-0' tg' 3'-0" 1g° 2'-0'
11 -2 , 12 -0 , 14 -0 & Ac�--w AV2'-r,._2.
PROJECT'
16 -0" WIDE FLOOR FRAMING PLAN .:
A—, SCALE: ,/<'=r o (DO NOT SCALE DRAWING) • r LOFTED BARN
...
10 -0 WIDE w/ DOOR 10'-0" WIDE w/ DOOR 11'-21) WIDE
13 ENDWALL ELEVATION ENDWALL ELEVATION ,5 ENDWALL ELEVATION FLOOR DECK FRAMING PLANS & DETAILS
III II I I :Ii ;
n ail
A-1 SCALE 1/4"=1'-O" 4
A-1 SCALE 1/4'=I'-O" SCALE 1/4' I'-0'
I� ! DON VAN GERVE, P.E.
7/11 SPECIALTY STRUCTURAL ENGINEER
t 978-943-6869
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1. DOUBLE WALL STUDS SHU BEr : i
FASTENED AS PER FASTENING IMEO.
SCHEDULE PROVIDED.2. A
SEE 13 2 FOR CORNER STUD/ �IOETNL,.7s ALTERNATE DESIGNS`3. FOR All FASTENING NOT SHOWN, ! L` 1 ?
IS ��: R0.67AACD:AAIFASTENING SCHEDULE ON - 2'-0' 2'-0' EG. EQ. E0. 3'-0EU. 8'-0• EO.II Q. PHONE: 215.35F..46D4
PA
Il '
OP110NK WINDOW
SHEET C-2. _ WWW.ALTERNATEDESIGNS(rl U nONS.COM
4. AS AN OF" STUDS CAN BE
(7)ENDWALL ELEVATION D ®16" °/ + SIDEWALL ELEVATION _
A-1 SCALE I/4°=1'-O' b-1 SCAJE 1/4°=1'-0- �� ENGINEERING SEROCES PROVIDEI) FOR.
2A SPF12 STUDS 0 16° a/c (2). 2v4 SPF#2 iOP / » » » - PREMIER PORTABLE BUILDINGS
DBL 2a4 SPFf2 VERTICAL STUDS. 11 -2 WIDE w/ DOOR 11 -2 WIDE w/ ` DOOR 11 -2 WIDE w/ DOOR 317 EAST STATE LINE ROAD
10 Q SIDING JOINTS (TV.) P E-E��RED
SOUTH FULTON TN 3 024 o/c A 2 2x4 SPF 2 SOLE / •) i 6 62US
PLATE ENDWALL ELEVATION n LEVATI is
ENDWALL E ON ENDWA
PRDPosEo LOFT coNFIcuRAnoN KEY PLAN LL ELEVATION WWW.PREMIERBUILDINGS.US
I A-1 SCALE: 1/+"=1'-O A_, SCALE- I/4'=,'-0^, A-1 SCALE 1/4'=,'-0°
SLOPEo REVISION DESCRIPTION DATE 13Y
DOUBLE TRUSSES 0E: WIEIMS
'^
I
NOTE AND DOORS MAY BE SEE DETAIL 4/A- 0 -
- - -� LOCATED IN EITHER THE SIDE WALL OR
/ ENDWALL DOORS ARE PERMITTED TO BEM
BOTH ENDWALLS OR ENDWALL AND SIDE
WAIL W REQUESTED Of CUSTOMER. SEE i i. •o n�
NOTE 3 UNDER CHWT ON SHEET A-2 II RIDGE
i.75 DATE: s 4.30.18
\ DOOR SWING OPTIONAL I - M ^' Ho. 6° 6'
'..24' 24'. 24• 24" T4' 24' 24' 24 EQ. E0. 6'-0• EO. EQ.
PROJECT NO.: 17164
4
DRAWING BY: JH
Ei OPOONILLDC�s z CHK BY: DVG
�} SLOPE m DWG NO.:
W„ A- 4 VAN
l,Lr DO SHEAR BASE «R FUN BUILDING WIDTHS __ 10'-D•,D 4D'-D° BRED O, BU NG WIDTH l 12-0 WIDE WIDE w/ WINDOW 12'-0" WIDE w/ DOOR 12'-0» WIDE w DOOR �°
•` .REEFER TO SHEYR wAu (CNRrFpt [MMENSIONNG $,
5 FLOOR DECK PLAN 6 ROOF FRAMING PLAN ,9 ENDWALL ELEVATION 20 ENDWALL t1EVATION 2, ENDWALL ELEVATION
4 :*
9: to
A-1 SSCALE1/4-,-0 A-1 SCALE: 1/4'=1'-0' A-i SCALE: 7/4"=1'-0" A-1 SCALE ,1/4-4-0-A-, SCALE: 1/4°=1'-0S° �O,c. FT(lTE OF
3 of 6
PSI Approval 2018-05-05
RLIll
12'-0" WIDE w/ DOOR
1 ENDWALL ELEVATION
A-2 SCALE:1/4'=1'-0•
14'-0" WIDE w/ DOOR
4 ENDWALL ELEVATION
I
24' 24' 18" 2• 36"
i
1 ul n III II 91 II II III
L
10
A-3
r- SEE DETAR 5/A-3
4x6 SIDES (IMP.)
14'4' WIDE w/ WINDOW 14'-0" WIDE w/ DOOR
(7)ENDWALL ELEVATION ENDWALL ELEVATION
A-2 SCALE: 1/4"=l'-0° k A_9 I SCALE: 1/4"=l'-O"
12
A-3 SEE D
8/1
I
14'-0" WIDE w/ DOOR
6 ENDWALL ELEVATION
A-2 SCALE: 1/4'=l'-O"
24' -! 24 2" 72' 12 24' L24r- 11
Ll
SHEARWALL CHART
JOIST CHART
BUILDING
OPENING WIDTHS IN
MAX. LENGTH OF BUILDING
BUILDING
SINGLE JOIST
DOUBLE JOIST
MEMBER SIZE
WIDTH
ENDWALL
t 2rr
1
T1-11
%. LP
SMARTSIDE PANEl2
ALUMINUM OVER
%f6 oss'
WIDTH
MEMBER SIZE
8'-0"
3'-0" MAX.
24'-0"
24'-0"
24'-0"
8'-0"
2x6
2x4
6'-0"
22'-0"
10'-0"
18.-0"
10'-0"
2x6
2x6
10'-0"
3'-0" MAX.
30,-0"
30'-0"
30'-0"
11'-2"
2x8
2x6
6'-0"
20'-0"
12'-0"
2x8
2x6
11 -2"
3'-0" MAX.
32'-0"
32'-0"
32'-0"
14'-0"
2x10
2x8
6'-0*
26'-0"
16'-0"
2x10
2x8
9'-0"
24'-0"
10'-0'
20'-0"
12'-0"
3'-0" MAX.
36'-0"
36'-0"
36'-0"
6'-0'
30'-0"
9'-0"
32'-0"
14'-0"
28'-0"
14'-0"
6'-0" MAX.
40 -0"
40'-0"
40'-0"
40'-O"
9'-0"
24'-0"
16'-0"
6'-0" MAX.
40'-0"
40'-0"
9'-0"
34'-0"
16'-0" WIDE w/ WINDOW
6 ENDWALL ELEVATION 1. 195a' TI-11 SHALL BE FASTENED USING 8d COMMON OR DEFORMED NAILS 0 6. a/c
A_2 SCALE: 1/4"=T'-D• IN FIELD AND 3• o/c ALONG ALL PANEL EDGES.
2. W LP SMARTPANEL SHALL BE FASTENED USING 8d COMMON OR DEFORMED NAILS 0
6' o/c IN FIELD AMID 3" 01/c ALONG ALL PANEL EDGES.
�.�., 3. LIMITATIONS ON THE TOTAL OPENING DIMENSIONS SHALL BE BASED ON THE SHEAR
3.. WAIL HEIGHT M WIDTH RATION OF 3.5:1 AND SHALE NOT EXCEED (35) OF TOTAL
LENGTH! OF BUILDING. NAILING IN SIDEWALL 115E Bd MAILS COMMON OR DEFORMED AT
6' EYOOWHERE WHEN TOTAL OPENING WIDTHS IN SIDE WALL ARE LESS THAN (I OF
TOTAL LENGTH OF BUILDING.
4. 29g0. STEEL SIDING OVER 11i OSB FASTENED USING 8d COMMON OR DEFORMED
NAILS 0 6' o/c N FIELD AND 3' a/c ALONG ALL PANEL EDGES.
2x4 STUD (IMP.) III
P.T. PLYWOOD DECKING
RDOR .MOIST IN W NOTO"
W/ (3) 0.13,x3' TOE NAILS SIW CITM•9
/ » / /1 / /1 EA SIDE OF JOIST INTO SKID III
16'-0" WIDE w/ DOOR 16 -0 WIDE w/ DOOR 16 -0 WIDE w/ DOOR (2) 2.4 OR (1) 2.6 P.T. S.Y.P. 12 1 END WALL CONE. am PLATE
7 ENDWALL ELEVATION 8 ENDWALL ELEVATION 9 ENDWALL ELEVATION RIM JOIST a/c SI3 GERED. MEMBERS 4 °
SIZES BASED ON BUILDING WIDTHS.
FLOOR JOIST
A_2 SCALE: ,/a'=P-o' A_2 SCALE: 1/4"=1'-0" A_2 SCALE 1/a"=r-o' j,� 90E WAIL
SEE 1& AM JOIST FOR 1LS 0 5�5 _. 214 WILL SNDS tr.r.) MI JOIST
13 PRE-ENGINEERED TRUSS (1)
)INTO BRIDGING TOE -NAILED SKID
A-3 "11 2x SPF/2 LOFT JOIST SEE CHART ON 12 _ GONT. 2xa HORIZONTAL BRIDGING EA
END w/ (5X1.131fx3• NAILS INTO SKID CORNER
A-3 FOR MEMBER SUES BASED ON A_3
BOLDING WIDTHS NAIL TO TRUSS w/ 4x6 P.T. SKI)
i (6) 0.131 fx3• LONG GUN NAILS (".) 12 SKID TO JOIST DETAIL 13 CONNECTION DETAIL 14 WALL TO RIM JOIST
3
291 STEEL SIDING W/ STUDS 0 24'
a/c OR 9E" LP SMARTSIDE PRECISION
/ PANEL SIDING W/ STUDS 0 16• o% SEE
SHEAR WALL TABLE FOR ATTACHMENT OF
SIDING
e
9C UP PROSTNICT FLOORING
P.T. FLOOR JOISTS
727 LAX SINGLE
1.75'
P.O.
OPENING IN SIDEWALL
10'-0" TO 40'-0' AT 16' OR 12• INCREMENTS
A_2 SCA E: 1-i/2'=1'-0" A-2 SCALE: 1-I/2=1'-0" A-2 SCALE: 1-1/2'-1'-0"
N41E
1. SEE NOTES ON SL&kT5 A-1 drA-2 FOR PAY
INFORMATION NOT SHOWN HERE.
2. SEE FASTENING SCHEDULE FOR ALL FASTENING NOT
NOTED ON THIS SHEET.
COWL 2x TOP PLATE
4x6 P.T. SIR j2 SgDS ALL
�"`°"'�
BASED ON WID1N5 EF BURONGS
�-DOS..-�
PRE-ENGINEERED
10
SECTION
11 SIDEWALL FRAMING
TRUSSES
TRUSSES
A-2
SCALE: 1/4"=1'-0"
A-2
SCALE: 1/4'=1'-O"
(10) 8d NAILS EA
(10) 10d NAILS FA
NO
SEE
.SIDE OF SPLICE
SIDE OF SPLICE
I. NOTES ON SHEETS A-1 & A-2 FOR ANY
MAX. MAY BE INCREASED TO W-O' WITH HEADER B/A-11
CONE. 2K TOP: PLATE
CONT. 2x TOP PLATE
INFORMATION NOT SHOWN.
PROVIDED THE BUILDING LENGTH IS OVER 16' IN LENGTH AND THE CRLTERIA
2. SEE FASTENING SCHEDULE FOR ALL FASTENING: NOT
IN NOTE NUMBER 3 OF THE SHEARWALL CHART IS MET.
NOTED ON THIS SHEET.�56
It— VERTICAL WALL 5R1D VERNCAL WALL STUD
SPLICE LOCATION SPLICE LOCATION
4g• UONO h SPLICE MMTION
WNECTOR
15 TOP PLATE SPLICE DETAIL 16 SPLICE CONNECTION DETAIL
A-2 SCALE: 1-1/2"=l'-D" r A_2 SCALE: 1-1/2'=T'-O'
AREA FOR APPROVAL STAMPS
CODE REVIEW
Professional Service Industries,Inc
An lntertek Company
1748 33rd Street
Plans Reviewer: Richard Olds
ICC#5107840
FL WSMP-45, SMI-76
LSUCCC MU02416
Department Manager: Peter Craig
OCALA FLORIDA SHOP
DBA FLORA—BAMA MFG
3082 NE 24TH STREET
OCALA FL 34470
PROJECT -
LOFTED BARN
SECTIONS & DETAILS
DON VAN GERVE, P.E.
SPECIALTY STRUCTURAL ENGINEER
978-943-6869
ALTERNATE DESIGN SOLUTIONS
SIIOONAALO MDIWALIIESNN0OW0TIVONIEE au
PHONE 215.355.4684
WNW.ALIERNATEDESIGNISOLUTIONS.COM
ENGINEERING SERVICES PROVIDED FOR.•
PREMIER PORTABLE BUILDINGS
317 EAST STATE LINE ROAD
SOUTH FULTON, TN 38257
WWW. PREMIERBU ILDINGS.0 S
ION DESCRIPTION I DATE BY
4
DATE: 4.30.18
PROJECT NO.: 17164
DRAWING BY: JH
CHK BY: DVG
DWG NO.:
A-2 ""
F.,
Qt No 01617 ~ try
41018
9 : STATE OF
4 of 6
PSI Approval2018-05-05
FLDOR JpST FLOOR JDlsr AREA FOR APPROVAL STAMPS
LINE OF 8'-0• AND
4x6 P.T. SpD 46 P.T. SKID 10'-0• TRUSS
SIMPSON WIS12 OR MTS16 w/ (7) 10d z
IW NAILS IN EA. END OF THE STRAP
�a O.S.B. SHEATIW46 2x LOFT JOIST ATTACHED TO TRUSStTRUSS
ATTACHED USING 8d COMMON CHORD w5 8d COMMON NNIS
NAILS 0 6- o/c ETIERIYMONE c / ( )It�)��rl�r�6° TRUSS SCREW METAL GRIP EDGEIMO SKID -I
6'-0' LONG 2x4 SPLICE BLOCK 3' - 6'-0' LONG 2x4 SPHCE BLOCK 3' CODE REVIEW
EA SIDE OF SPLICEON EASIDE EA SIDE OF SPLICE ON EA SIDEAn Intertek T Service lndusfries, Inc
OF SKID FPSIENED w/l6d NAILSOOF SKID FASTENED w/ 16d NVLS O An Intertek Company
4' o/c STAGGERED TOP k BOTTOM a o/c STAGGERED TOP 8 BOTTOM 174833rdStreet
N Orlando, Florida 32839
2x4 ANGLE CUT w 1 6' SIMPSON 2x8 ANGLE CUT w 2Plans Re, Florimer; a 328.7chard Olds
SKID AT H-25A (4 IXIERIOR SIDE OF G / (TO () / ()SKID ATTACH w/ (4) BdxO¢" NAILS D. END 0.131fx3' NALS RNfO TRUSS SCREW 0.131dx3' NAILS INTO G RAFTER EA. RAFTER ICC#5107840
OF CLIP (ALTERNATE: 6° TRUSS SCREW) STUD FLMSMP-05, SMI-76
OPTIONAL BLDG. SKID BLDG. SKID TOP �' OPTIONAL TOP I �D"` DepartmententM6 Manager: Peter Craig
��ISOMETRIC DETAIL ISOMETRIC DETAIL 3 CONNECTION DETAIL rmCONNECTION DETAIL _
A_3 SCALE: N.T.S. A_3 SCALE: N.T.S. A_3 SCALE 1-1/2'=1'-0° A_3 SCALE:
NOTES, tvr SCHEDULED NAIL SPACING
1. SEE NOTES ON SHEETS A-1 &k-2 FOR ANY 2• FA SIDE SEE C-2
INFORMATION NOT SHOWN HERE.�7r• 1}f1•
2. SEE FASTENING SCHEDULE FOR ALL FASTENING NOT w2 Yi• RMH C
DOUBLE PRE-ENGINEERED TRUSSES• NOTED ON THIS SHEET.
w/ I¢' FETCH R 0 ENDWALLS ONLY K• FTCH
ATTACH BOTTOM MOdBER Z' E
OF HEADER USING 16d HEADER y,.
EXTERIOR SOW 0 8o/c (TYP.) ° ' , +
•' •• /�
WALL SRD . ii• PL �.
DOUBLE WINDOW DOOR DOOR DOOR 10dINNS
4 TRUSS DETAIL KTIVEADER DETAIL 6 HEADER DETAIL 7 HEADER DETAIL $ HEADER DETAIL 13 GUSSET DETAIL
A-3 SCALE 1-1/2'=1'-O• A 3 SCALE: 3°=1'-O' A_3 SCALE 3'=1'-O" A_3 SCALE: 3•=1'-0' A_3 SCALE: 3°=1'-O" A_3 SCALE: 1-1/2•=r'-0' OCALA FLORIDA SHOP
DBA FLORA—BAMA MFG
3082 NE 24TH STREET
1.
1. SEE NOTES ON SHEETS A-1 4 A-2 FOR ANY
INFORMATION NOT SHOWN HERE. OCALA FL 34470
2. SEE FASTENING SCHEDULE FOR All FASIFMNG
NOT NOTED ON THIS SHEET.
PROJECT
n a LOFTED BARN
(2) 2K WADER
TYPICAL DETAILS
o 0
0 o DON VAN GERVE, P.E.
0 0 0 o p SPECIALTY STRUCTURAL ENGINEER
0
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0 0
ENDWALL HEADER (4) ENOWALL HEADER (2) ENDWAIL HEADER (4) 0.148"ox3'
WD OAT FA END OF HEADER 0.148bx3' GUN NAILS EA 0.148'6x3' GUN MALLS 12' GUM MANS -FA DA OF HEADER UP
2x4 S.P.F. j2 (3) 0.148�h3• qWN NAIS
END OF HEADER o/c FROM TOP RATE TO 10 3' (6) 0.148"00' GUN NAILS FA GUN NAIALLLS
HEADER D 0.148.E
CORN NAILS EA END OF HEADER UP
HEADER END OF HEADER UP TO 6' TO 6' (8) 0.148"00' GUN NAILS El ALTERNATE DESIGN SOLUTIONS
END OF HEADER UP TO 9' SiMM%01NALHNNNEEAttIepE50NBCNN3TNUCRON SENWCfS
PHONE 215.355.4684
WWW.ALIERNAIEDESIGNSOLUTIONS.COM
WINDOW WINDOW HEADER ENDWALL EN6/1VEERINC SERVICES PRO<7DED FOR
9 SILL DETAIL tl ID WITHOUT STRAP DETAIL rTHEADER DETAIL 12 HEADER DETAIL PREMIER PORTABLE BUILDINGS
A-3 SCALE: N.T.S. q_3 SCALE: N.T.S. A_3 SCALE NTS. q_3 SCALE: N.T.S. 317 EAST STATE LINE ROAD
SOUTH FULTON, TN 38257
NEXT 3'-0• NDIT WWW PREMIERBUILDINGS US
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REVISION DESCRIPTION DATE BY
I LOCATION. (M.)
z
3
A
S
DATE: 4.30.18
PROJECT NO.: 17164
DRAWING BY: ` JH
CHK BY: DVG
DWG NO.: A
A_ { V VAN ••.
VV a`o`, FFq�2
No 661617 '��
*: 41, .
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ieewSs;ONA, •
5of6
PSI Approval 2018-05-05
SEE SHEET' Mt $
$
W-0' 2x FLUORA IST FOR IOECRING SUPPdif
DOUBLE 2, 4M AT WALL TO PORCH
5 I`
4 d-HHdA-4
(2) 4a6 P.T. 51P �'2 SKIDS-� 36' If PROSTRUCT FLOORING
�+ (2) 2x6 0 P.T. SYP. /2
FLOOR JOIST 0 END WAILS W P.T. FLOOR
16T H_ DEMING
ITE __MD P.T. 2x6 SIR/2 FLOOR I
JOISTS 0 16' o/c MAX.
P.i. 4x6 P05T EXTEND OBL P.T. 2x4TOP PLATE
.iniu TO TOP OF 4x6 POST. SEE DED IL
AREA FOR APPROVAL ST:iA1pS
Si
CODE REVIEW
Professional Service Industries, Inc
An Intertek Company
I748 33rd Street
Orlando, Florida 32839
Plans Reviewer: R14hard Olds
ICC #5107940
FL #SMP-45, SMI-76
LSUCCC #U02416
Department Manager: peter Craig
-J
OCALA FLORIDA SHOP
DBA FLORA-BAMA MFG
3082 NE 24TH STRFEf
OCALA FL 34470
LIVUYIMLL LLLVMIIV14 - 4 JIULYY/iLL LLLVMIIVIV --
A_4 SCALE: 1/4'=1'-0' A_4 SCALL 1/4'=r-0° PROJECT• -
_,»ter.:. LOFTED BARN
,mFr laST
-�� OPTIONAL PORCH PLANS, SECTIONS & DERILS
I
DOUBLE TRUSS AT PORCH END DOUBLE MISS AT ENO WB - PEE-FNCINEERED TRUSSES --- DON VAN GERVE, P.E.
LP SIDING CEILING AT PORCH ONLY SPECIALTY STRUCTURAL ENGINEER
CONTINUING TRUSSES TOP PLATE ET(IQJD FROM BUILDING - 978-943-6869
SEE NOTE S7 ON A-1 1x4 LP TRIM
., 6' GRK SCREWS (TYP.)
z PORCH TOP PLATE DETAIL
(2) 0.148'4x3' NAILS A_4 SCALE: 1 1/2'=1'-G" DOUBLE TOP PLATE
TOE -NAILED 6 E0. END FASTENED PER PROVIDED
FASTENING SCHEDULE
SEE DETAIL 8/A-4 _— .._ LOFT JBLSE..
FOR CONNECTION
l\\ LOP PLATE
ADDED 294 BENT - zci
L
44 P.T. POSE J!r( v
SRD WALL iI
LP SONG CoLING AT PORCH ONLY
TOP PLATE EXTEND FROM BUILDING -
ALTERNATE OESION SOLUTIONS
501ACIURAL ENWfENgC @SIN1 F CNySIAACi Ip# SEAN6iS
PHONE 215.3n.4684
WWW.ALTERNATEDESIGNSOLUTIONS.COM
ENGINEERING SERWES PROV/DQ FOR -
PREMIER PORTABLE BUILDINGS
317 EAST STATE LINE ROAD
SOUTH FULTON, TN 38257
WWW.PREMIERBUILDINGS.US
DOUBLE JOISTS 0 WALL TO PORCH v/ (1) - 1.4iP TNM REVISION ` DESCRIPTION
FLOOR JOIST FOR DECKING SUPPORT. ATTACH
DECKING SUPPORT TO DOUBLE JOISTS v/ SOLE PLATE FLOOR JOIST (2) 6' Iq6( 5t9aEW5 - 1
P.T. FLOOR DECKING a/ (2) 16d NAILS 6 6- a/c STAGGERED 6' GRK SCREWS (TYPJ SEE OEDA 6/A-4 FOR Ca1NECIlON 7HROIld1 TOP PIAYES v 2
0.131'0x3' FUN NAILS KID P.T. PLYMOD OEQUIG INTO 4a6 P.T. POSE
EACH FLOOR JOIST fF
4
(6) 0.131.00' WAILS FROM 46 P.T. POST
END RIM JOIST INTO POST - P.T. FLOOR DECKNG •/ (2) 0.131-Oxr' GUl
fA 5
MARS INTO Eras FLOOR JOISr (TO) RM d0 SUM 0 3a NL61EZZ DATE 4.30.18
4x6 P.T. POST PROJECT NO.: 17164
DRAWING BY: JH
FLOOR JOIST 6 PORCH AREA V-4• 1'-4' f-4' CHK BY: DVG
6-0�f DWG NO.:
OWMNAL PORCH 4x6 P.T. BLDO
RM - A-4
OPTIONAL PORCH 46 P.T. SKID OPTIONAL PORCH
5 SECTION DETAIL /3�\POST TO RIM JOIST DETAIL $ POST TO TOP PLATE DETAIL
A_4 scNE: t-t/z'-1'-0' ' A_4 PO t-1/z._T.-0. A-4 scnF: N.T.S.