HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: II Q ' "[ Permit Number: I 1 I LJ o
RECEIVED
• � -
Building Permit Application OCT 16 2019
Planning and Development Services
ST. Lucie County, Permitting
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982 /
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential N
PERMITTYPE:
'ROPOSED MP,R�•01/EMENT LOCA 'ON'
Address: U i C
Property Tax ID#: too Lot No.
Site Plan Name: Block No.
Project Name:
DETAILED DESCRIPTION OF WORK:
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CONSTRUCTION INFORMATION:
Additional work to be performed under this permit-check all that apply:
_Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors
Electric _Plumbing _Sprinklers _Generator _Roof Pitch
Total Sq. Ft of Construction: Sq. Ft. of First Floor:
Cost of Construction: $ J cJ.D� Utilities: —Sewer —Septic Building Height:
OINNWYNI SSS- 9 MCI M, o,
Name /0 Z fl � , Name:
Address:_ Company,:L
City: '/ e ° State:FL Address:
Zip Code:'5 19S/ Fax: City: State:
7
Phone No. / 72-P %3 ..Zip�Code: Fax:
E-Mail: 1�qf_-i"70 kV l6eA-0�,(50/) 1 Phone No
Fill in fee simple Title Holder on next page(if different E-Mail
from the Owner listed above) State or County License
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required.
S PLMA-1 C• fi CTIO EN '• AT
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDAVIT:Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do'hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT."
UL�_ I/�'
Signa ure of Owner "Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF �� . �1 ,('[, COUNTY OF
The forgoing instru(Tty,4s acknowledgE before me The forgoing instrument was acknowledged before me
this-L-CO-day of Nk 20by this day of 20_ by
9 Q I nJ
Name of person making statement. Name of person making statement.
Personally Known OR Produced Identification V/ Personally Known OR Produced Identification
Type of Ident"do Type of Identification
Produced G, Produced
(Signature of Notary Pu i I EN S. NIELSEN ignature of Notary Public-State of Florida )
?=o"- °h,' State of Florida-Notary Publ c
Commission No. C(feei)ssion # GG 20748 mmission No. (Seal)
My Commission Expires
June 12, 2022
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
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Planning&Development Services Department
COUNTY Building&Code Regulations --
• R I D A - 2300 Virginia Avenue RECEIV15-b
Fort Pierce,Florida 34982
(772)462-1553 0 r1. T 16
2 01 9
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ONER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S.489.103(7)EXEMPTIONS ST. Lucie County, Permitting
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you,as the owner of your property,to act as your own contractor even
though you do not have a license. You must provide direct, on-site supervision of the construction yourself. You
may build or improve farm outbuildings, a one-family or two-family residence for your use and occupancy. You
may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own
use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building.
If you sell or lease a building you have built or improved within one year after construction is complete, then a
presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You
may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is
your responsibility to make sure that people employed by you have licenses required by state law and by county or
municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed
contractor who is not licensed to perform the work being done. Your construction must comply with a rplicable
laws,ordinances,building codes,and zoning regulations. Initial �J
I understand that the building official and inspectors are not there to design or give advice on h/o^,t�o meet
the minimum code. Initial l
I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license,I may be responsible and 1' for the
cost of the license. Initia
I understand that if any person that is unlicensed and uninsured gets injured on my construction project-
they may be entitled to-workmen's compensation. I could be held liable for all doctor; lawyer and rela edical
cost,which could include loss of wages during recovery from their injury. Initial .
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this
day of 0 C of 20 /9 /
6wderuiliier Signature
STATE OF FLORIDA
ST
COUNTY OF
egoing instrument was cno ledged before me this (Q day of 20 ,
I-y who is personally known to me,or who has
produced as identification.
Signa re of Notary Type or Print Name of Notary (Seal)
Title:Notary Public
1P'y KAREN S. NIELSEN
`;State of Florida-Notary Public
SLCPDSD Revised 05/15/2014 r®P Commission# GG 207484
°P My Commission Expires
June 12, 2022
7RECIEIVEDdb"w"" raDvr,,;te,s,,si�onn,ao,,R,eug,ui,naeti-on
2019 FLA Manufactured Building Program
2 1 BrachtBlairSone Road
Tallahassee;Florida32394-0772
S Lucie County, Permitting) ne:854.457.1824•Faxa50.414.8436
Hailey Beshears, Secretary Ron DeSantis, Govemor
FILE COI� I
August 07, 2019
Alex Martens
Superior Sheds,Inc.
2323 S.Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification,ID MFT-113; Expiration Date: August 07, 2022
Dear Alex Martens
It is my pleasure to inform you that Superior Sheds,Inc., located at 2323 S.Volusia Ave,Orange
City, FL 32763,has been approved under the Manufactured Buildings Program,as provided for
under Chapter 553, Part I, Florida Statutes,to manufacture Storage Sheds, Manufactured
Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
indicated [on the cover page of the plans]for compliance with the Code by your Third Party
Agency for p a:rs review. Please ensure that your plans are in compliance and are properly
posted on our website.All site-related installation issues are subject to the local authority
having jurisdiction.
r
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS(www.floridabuilding.org)for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuildinci.org to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Top Line Engineering, LLC
i
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F SINGLE WIDE SHED SETUP AND-INSTALLATION' OF DOUBLE WIDE SHED
ON SCHEDULE 40 PVC TO ALLOW FOR 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS �.( ....
HOUSE, FENCE, PROPERTY UNE, ETC. - PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 7 ^v--+
OF THE GROUND IS ESTABLISHED, THE 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL ONCE THE
AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL. BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
BLOCKED, THEN THE CENTER OF THE BUILDING 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE ..
EN SHIMMED. FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER Wm1 (1A"x44'
S ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE 2
WIDTH OF THE BUILDING. HOLES ARE DRILLED LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS CODE INFORMATION
30" AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE
/2"AUGER BIT. 1/2" EYEBOLT OR OPTIONAL (4,900LB) 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). CODE vFxsloN rBe 20+7 eHn -7
IS SECURED THRU THE HOLE. INSTALLED PER MANUFACTURER'S 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER. THE SUPPORT BRACING IS MANUFACTURER �PptlOfl SHEDS
M PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET AT REMOVED. BUILDING TYPE u STORK=
HEADER DESIGN TRANSFERS THESE LOADS. MAIM OF 6"ABOVE GRADE. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO OONSTRUCMON TYPE. wB
IS DUG FOR THE 30" AUGER ANCHOR AND FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. EIRE PROTECTION NONE -
AIL ORA 1/2' HOLE IS DRILLED INTO THE FIRE SUPPRESSION SYSRM NONE
E EYEBOLT IS FASTENED THRU THE BOTTOM
IS SECURED TO THE CONCRETE WITH A 1/2" ALLOWABLY souOE
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS ALLOWABLE NuNem of STORIES +
OR WITH 1/2"x5' WEDGE ANCHOR THRU THE BASIC WIND SPEED V-2o ph
1. BUILDING ANCHORS SHALL BE "MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE EXPOSURE D
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL AVERAGE ENCLOSURE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). INTERNAL PRESSURE COEFRaENT +/-0.1e
TABLE 2 TABLE 3A LOCATE ANCHORS PER TABLE 4A OR 4B. IMPoRTANCE FACTOR 1.15
SKID RU ER SPACING* PAD TYPES 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD LOAD lays
SHED WIDTH x1 X2 x3 TYPE PAD DIMENSIONS MAX. LOAD- MATERIAL (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOF LIVE LOAD 2aIW OR 30®"
CONCRETE 13LocK qu THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED FLOOR DEAD LOAD 11Ps
13•_6• 1'-10j' 1'-10�' V-101. I 2'x8'x16' 17781-85 CEMENT AND SAND MIX PORTIONS OF SHEDS ON LEVELING BLOCKS. FLOOR LIVE LOAD STI 12�W.
11'-B• 2'-8- 6'_4• _ II 4xe•x16• 35ooLBs CO CRETE BLOCK pU TABLE 4A Tt'MING OF WALLS BOOR.ROOF WA
CEMENT AND SAND MIX 30"AUGER ANCHOR SPACING - SINGLE WIDE
10'-0" V-7' W-10• - III 16"x16" 3950LBS ABS PLASTIC PADS SHED WIDTH LW UPLIFT P END ANCHOR--MAX.INTERIOR SPACING-- MODULES PER BUILDING1
(� MUWOf%NE PROTECTION USAGE N0
8'-0" 0'-9" 6'-6' - N 8•z8•z16' 190OLEIS CONCRETE BLOCK QU TY
CEMENT AND SAND MIX 13'-B" 7.00 243 o'-0•TO 3'-0" 10'-0• HURRICANE SHELTER USAGE NO
6'-0" 0'-10" 51" - •BASED ON 2000PSF SOIL BEARING CAPACITY(2000PSF 15 TYPICAL) SQUARE FOOTAGE 1-65 TUN 715 sDJT:
NOTES 11'-B" s.00 zoe o-o'10 3-0' to'-o' REVISIONS
ALLIES ARE FROM END OF JOIST TO CENTERS OF(2)4'x4• 1.HOLLOW OR SOLID CONCRETE BLOCKS(8':8'x167 MAY BE STACKED
SKIDS ONLY.13'-8•WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 48•WITHOUT REINFORCING. 10'-0" 5.00 174 p'-p•Tp 3'-0• lo'-o" REV DESCRIPfON DATE BY
2.ABS PADS REQUIRED ON IV-8'AND 13'-87 WIDE SHEDS ONLY. + 2017 FOC 1/12/17 WB
8'-0" 4.00 138 0'-0'TO 3'-0' to'-0' 2 GPPC01 ANCHOR e•APR YAz..ANOx4H CGIOMN 5/zeAte the
T BLE 3 6'-0" 3,00 104 (Y-T To S-T 10•-0"
RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
MAXIMUM LOAD AND PAD TYPE TABLE B
RECEIVEQ 30" AUGER ANCHOR SPACING - DOUBLE WIDE
MAX.SPACING END PAD SIDE RUNNER INTERIOR SIDE DRUNN SHED WIDTH LW UPLIFT(PAF) END ANCHOR••MA%.INTERIOR SPACING...TYPE DrOen�,
TYPE
6' MTB
-0" 1936LB 1, 11, III, OR N 1879LB I, 11, 111,OR OCT 1 6 2019 20'-0" 10.00 400 0'-TTO 3'-0' 5'-0'
V)
D.W.
6'-0• 2558LB 1. 11, III. OR IV 2558LB I, II, 111, OR •LOAD WIDTH OF UPLIFT ON RUNNER W 4/26/16
••LOCARON FROM END WALL OF AUGER ANCHOR S score
6'-0' 2400LB I. 11,III. OR N 2400LB 1, II, III, ORTFV
Lucie County,Permitting •••MA1aMUN SPACING BETWEEN ANCHORS (n N A
m
6'-0' 2029LB I. Ii. III. OR N 2133LB 1. II. III,OR 1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7. W ALL
2.ALL MEASUREMENTS ARE CENTER-TO-CENTER. Q GENERAL NOTES
6'-0" 16581-13 1. 11. III. OR IV IB66LB 1. 11, III. OR py 3.THE MINIMUM NUMBER OF ANCHORS PER SHED 15(4).(1)ANCHOR PER EACH CORNER. 1.FOUNDATION PLANS ARE NOT PART OF THIS
ADDITIONAL INTERIOR ANCHORS ARE REOUIRED IF SPACING IS MORE THAN 10'-0' �j PLAN SET AND ARE GOVERNED BY LOCAL
BETWEEN AINCHORS- JURISDICTION.
4.ANCHORS SNALI.BE ON SIDE WALLS EXCEPT WHEN THE SHED T PIECED WALLS
TO AN 2.THIS BUILDING R TION C FROM THE CBC
EXISTING BUILDING;IN WHICH ANCHORS CAN BE PLACED ON THE ENO WALLS AS CLOSE W ENERGY CONSERVATION CODE PER SECTION
70 THE SIDE AS POSSIBLE. -1 1015.22.
M 3.REFER TO TIE-DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE
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EYES BOLTED TOGETHER WITH 1/212' THRU 2'x4'BOTTOM PULE �(c ! .�.
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- t/z:s•(4oDLD.)cONCREEE � �MIN. WEDGE ANCHOR INTO sue MIN.
• THRU 2x4•P.T.BOTTOM PLATE ~"., (SEE TABLE 1 FOR SPACING)TYPE 1.II.III.OR N PAD WITH .BLOCKING AS REQUIRED(SEE 3). 1/2'x3'(400 LB.) WSON SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH a <CS 1C -•' r �CONCRETE WEDGE ANCHOR CUP OR EQUL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION Z> yA` �S 1 �•1 Com,
(SEE TABLE 1 FOR SPACING) Q
SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
CK G ANCHORED TO CONCRETE ANCHORED TO CONCRETE J
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RING OPTIONS: P.n Ee m�VeoT Mann PE
OSB, OR 4" CDX PLYWOOD WITH 20 YEAR CLASS 'A' e,TNPE/A2093e � �,
FIBERGLASS SHINGLES AND #16 FELT
NUM
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CODE VERSION 214MZ®rave Aso=7.
x1.25" SCREW W/J" HEAD OR WASHER Q 8" 0.C. MANUFALRURER SU ffl SHEDS
40'-0" MAX. BUADMGT1PE �vaENPL
CONSIRUcnoN TYPE we
FUR:PROTE ON how
-
M SUPPRESSION SYSTEM NONE
OCCUPANCY SFORACE
ALLDWABiE NUMBER OF STORIES I
wmc'YAND SPEEv VrlCompN
EXPOSURE c
ENCLOSURE ENOUZED
INFERNAL PRESSURE COEFFICIEM +/-ale
IMPORTANCE FACTOR 1.16
ROOF DEAD LOAD 1op5
ROOF LIVE LOAD amP OR 50®PRIM IDAo
FLOOR DEAD LOAD IePSE
5 OPE FLOOR LIVE LOAD BIO TSvss-imPSF OPT.
ZY RATING OF WALLS,FLOOR.ROOF N/A
MODULES PER WILDING I
HURRICANE PROIECRON USAGE No
— 1 x4 RUNNERS HURRICANE SHELTER USAGE NO
SQUARE FOOrACE 1719 soli.OR LE55
REVISIONS
REV DESCRIPiON DATE BY
2"x4" TRUSS «R Br
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CODE INFORMATION
VAR] - 24" D.C.DI U K. OWE VERSION — eco-E°" -)'
MANUFACTURERsiAPFmFmBR SHEDS
BUILDING TYPE LIF Ru S�c�
CONSTRUCRON TYPE we
FRE PROTECTION NONE
2.4 BLOCKING 0 FIRE suPPREsuoN SYSTEM NONE
END WALLS OCCUPANCY STORAGE
N ALLO'W'ABLE NUMBER OF STORIES 1
w twit WING SP® N.-1BOmpN
j EXPOSURE G
ENCLOSURE ENOUXED
INTERNAL PRESSURE COEFFICIENT +/-0.18
IMPORTANCE FACTOR 1.15
ROOF DEAD LOAD 10PSF
2x4 SOLE PLATE 2x4 SOLE PLATE- ROOF LIVE LOAD SOPSF OR man PONT LOAD
FLOOR DEAD LOAD IOPSF
FLOOR FRAMING - FLOOR LIVE LOAD - sm.TSVSF-1zBPSF OPT.
•R•NTNG OF WALLS,FLOOR ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE No
NA epi r_i HURRICANE SHELTER USAGE NO
SOIIARE FOOTAGE )1B wn.OR 1L}5
VARIES 6'-0"TO 13'-8" VARIES 6'-0"TO 13'-8" REVISIONS
ELEVATION CROSS-SECTION END ELEVATION 4"x4" P.T_ATTACHED WITH REV DESCRIPTON DATE BY
H24 OR EQUIVALENT. SEE -
TYPICAL ARCH FRAME WITH DOOR TABLE 2 FOR QUANTITY AND
SPACING.
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i L-.I L71 I:.I �/ CSS`••'••............ •••G�\\�
0
VARIES 6'-0"TO 13'-8"
VARIES 6'-0"TO 13'-8" *411,11111110
END ELEVATION END ELEVATION MFloridaaW OLtdLicense T. BOId#6 4so6 P.E.
WITHOUT DOOR WITH GARAGE DOOR
(ONLY ON ENDWALL) F w snBe1: FBPR-2 OF 6
MilLYtg7L" , I
psi
END WALL PSI APPROVAL 2018-01-16 Cy]f?EVIfY.' V. F .—.._, I �
•DOOR & WINDOW LOCATIONS VARY
1
SI HEAD DETAIL vv PEHe,r.Y[iwTZeTM"N'RPE .� _
RPE IR9)9,W PE PE3P1l
LEUfxCADDENA.TN PF EY30PD1 �� F
W10,
WALL SHEATHING oPnoNs:
/ - y� OSB OR SHEATHING EOUN. OR BETTERVARIE // - CORRUGATED ALUMINUM
2" Mme• VARIE / // - D4 ALUMINUM SIDING CODE INFOR T10NSEE HEADER / - }" OR I'T1-11 SIDING COOS VERSION aou 9
DETAIL w / - JAMES HARDEE PANEL OR EQUIV. MANUFACTURER suvoeaR sans
JAMES HARDEE HORIZ. SIDING LAP OR EQUIV. BUEDINGTYPE Ru"usror°i�
29 GAUGE CORRUGATED STEEL METAL SIDING(RUN ANY DIRECTION)
THERMO-PLY BLUE (0.135 THICK)WITH VINYL SIDING CONSTRUCTION TYPE v-e
1.4 RUNNER
ON INSIDE / / // / FIRE PROTECTION Now
/ / / FRE SUPPRESSION srsrW NUE
th OCCUPANCY STORAGE
ALLOWMBLE NUMBER OF STORIES 1 _
/ HA4C WDID SPEED Vrflx.o
EXPOSURE C
END WALL• ENCLOSURE ERa
INTERNAL PRESSURE COETTICIENT +/-wa
IMPORTANCE FACTOR 1-1e
2x4 STUDS ® 2x4 SOLE PLATE ROOF DEAD LOAD. 1OPss
24' D.C. MAX. FLOOR FRAMING ROOF LIVE LOAD E GR w®_w Lau
FLOOR DEAD LOAD 10PSF
NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM FUDR LIVE LOAD Sm.TEPSF-taEPsc aPr
FOUNDATION SILL To ROOF AND SECURED TO ENSURE A "R'RATING OF WALLS,FLOOR ROOF N/A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE MODULES PER BUDDING 1
ALL STUDS SECURED TO SOLE PLATE NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CUPS HURRICANE PROTECTION USAGE No
AND FLOOR FRAMING WITH 0.039" SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS HURRICANE SHELTER USAGE No
STANDARD WALL DETAIL (1mm)x12" STRAP W/6-Iod NAILS THAN o.040" NOMINAL THICKNESS. SQUARE FOOTAGE 719 Ea r.OR
WITH DOOR & WINDOW OPTIONS, OR EQUAL REVISIONS
REV DESCRIPTION DATE BY
D'-0" MAX.
------ ---- ------ ----- ----- ------- ------- ------- ------- ----- --.. -- TABLE 2 DPwR er.
------ -- ------ ------- ---- ------- ------- ------ ------ ---- --- --- SKID RUNNER SPACING- Z MTB
SHED WIDTH X7 X2 X3 ORta
11/19/15
FLOOR SHEATHING: 13'-8' 1'-10}" 1'-1q}" 1'-11>}" OIC
- 3/4" PLYWOOD N A
- 3/4" P.T. PLYWOOD 11'-8' 2'-8" 6'-4" - W SS-CI-IBOCRI
Ll
- 3/4" T&G 10'-0" V-7' W-TO" - I-
- 3/4" P.T. T&G U) 1'wvERNm m
8'_0" 0'-9' 6'-6- - TE_IDo�NµxN1OtwE>.
EaF BTxsENPUN sCEOrNMSRoVAATRIOEN
I 'm6'_0• 1 0'-10• 61"
s TG 4EZTOL� EOR PRaPrn INsnuAroN
l AIS N OWD �S Tnl�.ETC ARE as Is SPF.ML
-VALUES ARE FROM END OF JOIST TO CENTERS OF(2)4"x4" I e.SIROautrFS OVER aoo s¢ET.MOi RIVE AN eo•WNWuM
SKIDS ONLY.13'-8•WIDE SHEDS NAVE(4)SETS OF SKIDS. ODOIL
6 4TREEi6 m BE R'RAUM ON-S'TE Br OnRi6 THRU LMAL
OODOL
z T. :=,AND cools ro MExr THE WbWM sPCmwmws
Z AS PEN EDA aDEup Roc
6 M NEE/L S1R/P5 GN BE% MOIMD 9ITtl WAL MEL
K.
AIL suns,mussFs,crams Ere ro HDP Glf"'S MM
2x4 P.T. S.Y.P. #2 PULLING Y�.PRanwD RUT THE AODED MD Dols Nor NIXRmaE
BLOCK %lTH AW I—TING HtAIDS THE STRAP'
`1111111111/���
ERAT•
2x6 P.T. 24" O.C. TYP. N� ..............
OPTIONAL 125PSF ® 15" O.C. O ��� /\
0 �tCENSF
TYP. WITH 3/4"T&G PLYBOARD `` '•._LL
4"x4" P.T. ATTACHED WITH �
H24 OR EQUIVALENT. SEE Q �JGI
TABLE 2 FOR QUANTITY AND
SPACING.
-)3 STATE 4
IY po
F -
------ G
------- ------- ------
------ ----- ---- ------ ----- ------- ------- ------- -------
------- ------- -=--
� ' �
FLOOR JOIST, SEE SCHEDULE FOR SIZE MOtthew T. Baldwin P.E.
J Florida License #64608 -
FLOOR FRAMING PLAN F Sheet: FBPR-3. OF 6
a,tE'rtEAK,
PSI APPROVAL 2018-01-16 si ',A�
x
vpdx,F1ut�1" 1� 1
' Plam ReHew:Vltt"1GMar4n,PE
all Header Schedule 180C End Wall Header Schedule 080C)U¢Cro02NgiNPEnas39 —""" `
Size{d} Max. Span NJ{b} Fasteners w/o strap .
Building Width (each end){c} CODE INFOR TION
Up to 14'Wide Fasteners w/ strap 1-2"x4" 6'-0 _
" 0 4—3"x 0.131"nails QBE`°�°" �'
Ian NJ{b} (each end) 2-2"x4"(c) 9'-0". 0(d} 6—3"x 0.131"nails BUILDING REs ,A=E
a. Tabulated values are for No. 2 rade Spruce-Pine-Fir lumber. FIIE PROTECTION
N °-B
0 3—3 x 0.131 nails 9 p ARE PR°'�°"°" "°"E
b. NJ- Number of jack studs required to support each end. FIRE 51"P� Mti'
I°" ' HONE,
1 6—3 x 0:131 nails OCCUPANCi STORAGE
c. Laid flat ALLOWABLE NUMBER OF STORIES' 1
2 grade Spruce-Pine-Fir lumber. a4sc WIND NP® V-IE p
quired to support each end. d. No Jack studs, but 2x6 studs laid flat.
EXPOSURE °
ENCLOSURE I no=
INTERpenings that have more than 50% combined stud wall above WoRIALPREACTORSSURE OEFE1pFM 1.15
« OTES ItIPORfANCE FACTOR ,.le
header schedule. ft0°F DEAD
LOAD 'DEW
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. mDF LIVE Law DDPa N wom P..6N
ate layouts, i.e. 2-2"x4II Or 4"x4' P.T. 2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. FLOOR DEAD LOAD ms
3. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE FLOOR UVE UM ST0.7EPSF-'—°°`
to the top plate and thus have the combined strength AND BELOW, OTHERWISE REFER TO DOOR HEADERS. 'R'RAnNG of WALLS.FLOOR.ROOF N/A
WODUIES PER BUWNG ,
m span stated. HURRICANE PROTECRDN USAGE No
HURRICANE SHELTER USAGE No
SQUARE FOOTAGE 71D m-.01 Um
REVISIONS
REV DESCRIPTON DATE BY -
SINGLE 2"x4"
XTERIOR HEADER
SHEATHING
(2) 2"x4" WITH 1/2" PLYWOODR 2x4' Br. MTB
OR OSB FILLER OR (1)4"x4' 11/19/15
4"x4
6"x4" BETWEEN N A
VENT IS SECURED SS-CI-180CR1
AS PER 12" MAX. LIJ
H ,.,Du PLANS ARE Nur PAW of n PUN sEr Mm ARE
RS INSTRUCTIONS �ar wD,i
_ z THs lmenwc rs Euu+vPr-n 1HE iHC Dm114Y CONSEINAnON
-TAIL SIDE WALL WINDOWS END WALLS WINDOWS 8c „ „ Ean °Drtsio�¢rc°�aDE
i REiF]L nE-DD Dsuts'FDR RtaPFE1 DRTAWnoN
& DOORS
4"x4" W/2 x 4 `,�N R4 RAF FR6.VU—,E C ARE�.'_ .E%CEPf
DOOR6' WIDE OR LESS I C°�'0��00xiR uiE AN E° GMUW
• e D"u os ro,E RaTAum oN-s1IE er ol,mes raau LnP�a
7 A
ASLL
pEWpPlaD�ls MID DOOfb 10 uEET WE W(�IA1 Sf+EDitUllal6
- A MT'�MMIE�L x TAAPSs cm&MWND SIRUca R
Z 4E]LmTs;PRMED WAT WoADDED mm EBEHO DONE'PES=iNIBaE�TE .,
D mesas sled.
G.F.1. + NOTES-OPTIONAL ELECTRIC Z `����W""T""eq
OUTLET \,10ENSf
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. O
1 u -ENCASE IN ALL METAL BOXES.
WIRING DIAGRAMJ :• STATE
(OPTIONAL) w °'''. FCORIDP
QMatthew T. Baldwin P.E.
Q Florida License ..
F = sheet. FBPR-4 OF 6
SECURED WITH STRAPS AS s8
PER FASTENER SCHEDULE APPROVAL 2018-01-16 v }
PORCH END
Plain Pari .Vi MartR PE
RPf 1°i3T9,WPEaPE01l I �_
Isa¢c9Uo2A3P,TN Pf P1t0939 �� ��'�_." .�
n
4'x4" P.T.
_ CODE INFOR TION
(2) 1/4"x6" LAG BOLTS EACH CODEvBmoNEi°"E"tl""�'
END OF ANGLED BRACE TYPICAL 4'x6" P.T. MANUFACTURER sPEarn sHm
Bu LD1NG TYPE U'
u s1oRAA:e
CONSTRUCBON TYPE v-9
PORCH CORNER EIRE PROTECT ON NDNE
FIRE suPPREssIoN systEfl NaLE
OCCUPANCY STORAGE
ALLOWABLE NUMBER OF S10RIFS I
BWC WIND SPEED v.-I—PA
EXPOSURE a
ENCLOSURE ecLOSED
INTERNAL PRESSURE 007RCIEW a/-afe
IMPORTANCE FACTOR 1.15
ROOF DEAD LOAD IcPsP
4"x4" P.T. ROOF uvE LOAD � m w mw Lao
FLOOR DEAD LOAD 1G,sF
FLOOR LIVE LOM STA TSPBF-126P7 OPT.
•R•RATING OF}PALL.,FLOOR ROOF N/A
MODULES PER BUDDING I
SECURED WITH STRAPS AS EMDaCANE PRolEcnoN USAGE No
PER FASTENER SCHEDULE HURRICANE SHELTER USAGE No
SQUARE FOOTAGE 719 WR.OR IFSS
REVISIONS
REV DESCRIPTON DATE BY
4"x4" P.T. (2) 1/4"x6" LAG BOLTS EACH
4"x6" P.T. END OF ANGLED BRACE TYPICAL
PORCH INTERIOR COLUMN Grown Er.
gDa a
MTB
SIDE WALL TL�tB�ts
ARCH FRAME N/A
Scala
o°°I` SS-CI-180CR1
w I.Fw nal PW6 ARE Nor rnPARRTT of Tes PLATE sEr AND ARE
~ z Txs BY s Do- ntoY n¢Tee ENmm coN.WAY.N
Q E ro M
OPROPER 9SALAnON
i.MALLNMT4 RUETM TRss
ETC,AEtE at/2 sff,Ex—i
a STRUCTURES OYE?,aD M E.BDL HAVE AN Re Mwuuu
DOM
4• 6aGUTTTERS TO BE rtmN>,m OR-STE BY oRals nwU Loco
,Arl IRD.Vs mo DooLs TO Max THE vhvW sPamnmaa
R e bfq{ Z a�A�ET �R"P�°°"aw°D`�T ARa ND=Rae aRAL uEuBERS
Z oE anMj=E%CEHnECro NEEP SECURE THESE
MTRRmDas Nor mR
e 9 ,HE S,wP
` ..... ..... . C i
A, LYCENSe
END WALL
2"x4" JACK STUD � Z.
4'x4" P.T. _ 11
SECURED WITH STRAPS AS J :• STATE
PER FASTENER SCHEDULE 0 - FQ 0 R ID PLLJ
S�0 NA
U Matthew T. Baldwin P.E. '
PORCH TO SHED CONNECTION C) Florida Leenee 6480B
a- Sheet: FBPR-5 OF 6
29.Joist bendjdst m ) -- -
In scheduler PSI APP O,'q,�;�, '1�3"-b'�'-16
Table 2304.10.1 4-3'14 9e9e staples COQ Ed f�T I,r;;.y,,,,n.P
} Location 30.Ledger strip 3-166 common(3 712'z 0.1627
0.131'
4-3'i 0.131 rials Fete nail a each joint sacs; t m
teener 4-3'14 gage staplesI %a RevrrnrYrtar C Mann,PE
0.131') 31.Wood structural panels and Dertidaboertllb} 112'and less 6tl(c,l.q) Et PEraa3Ts,WP vain -4 _
toenel each end Subfloor,roof and well sheathing(to framing) 2318'x0.113-nail(n) Isumcruows,Tx PEnxos3s ---1314'15 gagelo)
0.131-) face nail Single floor(combination subiloor-undedayment to 19132'to 314' MCI)Or
0.131') face nail
Naming) 2 318'x 0113'n
. al(p)
K 0.182') Oiintl end face nail
6 gage(p} G'o.c.Edges and intermediate,4'o.c,at
T 1 g g p CODE INFORMATION
Typical face nail 718.10 1' WC) [rcanponem and claddn edefer esteNzone3 to Figure 30.57 of ASCE 7) CODE VERSION
.1.NBC
o.c. 1 vB•to 1114' 10d[d}or MCI MANUFACTURER STwDeoR sxms
x
BUILDING TYPE 0.135)a 16'D.C. 3/4'endless "c}
i o.c. braced wall panel 7/8,to "c) CONSTRUCOON TYPE V-9
16'o.c. 11/8'to 1 114' 10d(d)or 8d[d} FIRE PROTECTION - NONE
x 0.162end nee
) - 32 Pend siding(to framngft 112'or less ed[f) - FIRE SUPPRESSION SYSTEM NONE
518' 8dil)
OCCUPANCY sraueE
0131,) 33.Fiberboard sheathing)gG} 112•and less No.11 gage rociing neil(h)
loaned 6d common nail(T x 0.113') ALLOWABLE NUMBER OF STORIES f
No.16 gage staple¢} - BASIC WINO SP® v.-I-Ph
25/37 No.11 gage roofing neil[h} a.c.Edges and intermediate EXPOSURE c
8tl commonnail(2112'x 0.131') I
c 0.162ry ENCLOSURE 04:10SE D
antl nae No.16 gage stapleQ}
34.InlEfia paneling 1/4" 4tlM} INTERNAL PRESSURE COEFFICIENT ♦/-0.19
6-B.C.Edges and intermediate
_ 318' 6tl(fc} IMPORTANCE FACTOR
Lf6
q'°c• a.Common or Box pals are pemraea to be use except where o ervase stated.
fete nail - ROOF DEAD LOAD taPSF
b.Nails spaced at 6 Inches on teller at edges,12 inches az intermediate supports except B inches a suDPnts where Spens are 48 Inches or more.For nailing of
D'c' mod structural panel and particleboard ch hrame and shear walls,refer to Section 2305.Nails forwall sheathing ROOF LIVE LOAD 30PSF OR swm Poen LAID
ep g are Demittetl to be common,box or casing.
V o.c. c.Common or deformed shank(fid-2'x 0.113';8d-2112°x 0.131';10d-3"x 0.148'). FLOOR DEAD LOAD fops,
Typical face nail it.Common(6d-2"x 0.113';8d-2 112'x 0.131^10d-3'x 0.148').
a.c FLOOR LIVE LOAD Sru'n�-126"S'OPT.Deformed shank(8d-2"x 0.113';Bid-2 112"x 0.131';106-3"x 0.148').
x 0.162') f. Cortosfon-resistant siding(6d-1 71T x 0.)[361".8a-2 318"x 0.128")a casing(6d-2'x 0.099•;Bid-2 112'x OA 13•)nail- V RATING OF WAl1S,FLOOR,ROOF N/A
lap spice g.Fasteners spaced 3 inches on center at exterior edges and 6 inches on center a mtermadate supports.when used as structural sheathing.Spacing shall be 6 MODULES PER BUILDING t
inches on center on the edges and 12 inches on centerat intermediate supports for nonstructural sheathing. HURRICANE PROTECTION.USACE No
h.Corrosion-resistant roofing nals with 7116-inch-6ameterhead and 1 112=rich length for 112-inch sheathing and 1 3/41nch length for 25132-Inch sheathing.
0.131_) 1. Corrosion-resistant staples with nominal 7/16-inch crown or 1-inch crown and 1 114-inch length for 112-inch sheathing and T 1/2-inch length for 25132•inch sheathln HURRICANE SHELTER USAGE No
toenail Panel supports at 16 inches(20 inches if strength axis in the long direction of the Denel,unless otherwise marked). SOlM4tE FOOTAGE 1719 saEr.DR ttss
OC.
J. Casing(1 112"x 0.080')or finish(1 VT x 0.072')nails spaced at 6 inches on panel edges.12 inches al intermeciate supports. REVISIONS
k.Panel supports at 24 inches.Casing a finish nails spaced at 6 inches on panel edges,13 Inches m intermediate supports.
toenel I. For rod sheathing applications,Bid nails(2 112"x 0.113')are the minimum required for wood structural panels. REV DESCRIPTON DATE BY
D.a m.Staples shall have a minimum crown width of 7/16 inch.
K 0.162') n.Forroa sheathing applications,fasteners spaced a:4 Inches an centerat edges,8 inches at intemeSete supports:
face nail o.Fasteners spaced at 4 inches an center at edges,8 inches at intermediate supports for sub0oor and wall sheathing and 3 inches on center at edges,6 inches at
intermediate supports for roof sheathing.
162') 16'ox,Along edge p.Fasteners spaced at 4 inches an center at edges,8 inches A Intermediate supports.
0.131') q.Se°Fastener Alternate Schedule.
toonel c Fasteners must be Installed with even spacing between them across attaching.-bar.
0.131') toenel Alternate Fastening Schedule Z D.*.BY., MTtd
x 0.135')minimum,Table 2308.10.4.1 face nal Connectlon Fastening Date:
ALT 37-33.Woad structural panels and particleboard 1112-and less 2'x 0.097 Ring Snank Nail- 11/19/15
K 0.135)minimum,Table 2308.10.4.1 Subl oor,roof and wall sheathing(to framing) I I S from edge,10"o.c. a_ Smlx
NA
face nal Strap&Simpson Strong-Drive®SD Screw Schedule - Strap&Fastener Schedule(a) Cr otla1
SS-CI-180CR1
PartdlDem. Uplift Wall fastener Rafter Fastener Plate Fastener Party/Des" Uplift Wall fastener Rafter Fastener Plate Fastener
t.Emu n
0.131') V) oN PIANS Ara NOT PART aF This,LAN SET AND Ala
H7 435 59c1.S 4
SD509x1.5" H1 400 SBdx1IS" 4486 (n cLwtRhm a
uEOMc LGMFc
a c EaRGI•CONSERVATIONtoenail H11Z 750 6-SD1ox2.5' 6-SE)IOX2.5" H11Z 750 S-16d2.5" 616dr2.5' Q 2.THIS 9
CODE Pur SECTION mfe„
H2A 495 5SD9c7S' 5-SD9Xi.S 2-SD9x1.5" H2A 495 58dt1.5" "6x1.5" 2-8dx1.5" x REstn to Ta-IwftN rEDns ET>it maPSR R6rAUAnoN
H2.SA 540 SSD9t 7.5' SSF13x1.5" H2.5.4 535 - Sed Sed L�F.LStsl RAFRR �ES M ME�AZ$7IX�
0.131') H2.5 410 SSD9R7.5" SSD9x1.5" - H2.5 410 S8d S8d As Nonm.
face nal S.STRUCTURES OAR R y so.R.AhL HAVE AN ore'MINIMUM
H2.57 545 SSD9c1.S SSD9(1.5' - H2.5T 545 S80 S8tl - Doat
0.131-) tate nal
1-12A2A 495 7-SD9(1a" 55D9x 1.5- 1-12A 495 7-8dL1.5" S-ed)7.5" - s etlnus To BE INsreum CH-SITE a OtlaRs TH U LOCA.
Coes
0.731') Taco nail H3 320 4-1D90.5' 4SDeLt.5" H3 320 4fkI-8d 4-8d Z 7.All lhNoahs ARD DOORS ro E, THE MIb1/W srmmrAnllNs ,
HC 280 4SD9.c1.5" 4-SD9xt.5' H4 235 486 486 As FLORIDATR n CRNc woo
162') 24'B.C. Rater HS 415 4SD9x1.5" 4-SMI.5' RaRar{b} HS 265 48d 48d z a or RAT
sruS TRIM,BE MIT
Lic.Nro Hap sea
t6'o.e. LTS-12 _ 895 _ 6-SD9C1.5" 6.SD'.1c1.5° LT8.12 62(1 S10dc1.5" 6-IW.5" ME1aas tmoAom Our THE MDm aN°Does Nm IMusv+E
16'o.c BrPWAR
LIS-16 1075 6-SD90.5" 6-1DN1.5• LTS-16 620 6-10dc1.5" 6-106x1.5" E c km ANY anixis/AumtM.64
')at 32 o.c. face nail at top and bottom staggered on LTS-18 1235 6-SD9(1.5- 6-SD241.5' LTS-18 620 6.10dx1.5" 6-10ch1.5"
'C' opposite sides LTS-20 1215 6-SDgx1.5' 6-SD9(1.5" LTS-20 620 6.104 I.5" 6-i0da1.5" \\� T
o.c. MTS-12 895 7-SD9t1.5° 7-SD9x1.5' MTS-12 860 7-10d(1.5" 7-10dxl.5' Z \\\��..........
MTS-16 1075 7-SD9c1.5' 7-SD9(1.5" MTS-16 860 7-10dt7.5" 7-10*1.5"
MTS-18 1255 7-SD9x75" 7-SD9L7.5" NITS-18 860 7-10tic1.5° 7-10617.5' ���� �\CENSf
face nail at ends and at each splice MTS-20 1255 7-SD9t1.5" 7-SD9x1.5" - MTS-20 860 7-10dc1.6° 7-1od(1,5"
Partfifil) Uplift Column Fastener Rafter Fastener PartElDesc Uplift Column Fastener Rafter Fastener - '
162-) a each bearing A21 - 2-SD9t1.5' 2-SD9z1.5" A21 245 2-1Odt1.5" 2.100x1.5" -'
148) Porch A23 - 4SD9t1.5" 4SD9x1.5' Porch A23 585 4-tock 1.5" 41 Odx1,5- r
face nal A33 4SD9L1.5' 4SD9r1.S A33 750 4104 4104
Paft&IDem. Uplift Wallfastener Floor Fastener PartriDesc Uplift_ Wallfastener Floor Fastener -.'
148) Wall to Floor(a LSTA-18 1,235 7-SD8x1.5' 7-509x1.5" Wall to Floor(c) LSTA-18 1,110 7-10d 7.10d J t
[penal Parwoem. Uplift Wali fastener I Floor Fastener PartVIDes" Uplift Stud fastener Header Fastene Q STATE F
71e-0owns
20G&1-114"Wide 4,725 7-SD9R1.5" - TP-35 FUR 5-3k0.131' S-3k 0.131'
••
Header(d}
510"X 30"Anchor y3Q7 - - HP40,41,80,81 4,',25 5.3k0.131' Sok 0.131" W - 0 O
FOF
a.Onty neetletl On aluminum sheathing roll,. PartRlDesc UpIIR Wall fastener Floor Fastener 0 _
face nal b.Headers ovAr B'span. Te-0ovms 20Ga.1-1/4'Wide 4,725 7AOdt7.5" - /�FSS••°'••••••••'°.•`\G\\\
5/8'x 30"Anchor 4,300 Q �
�•` \\
x 0.162') a.All strops can be substituted with an equivalent brand meeting same strengths. LLJ ////
toenail b.Rake ties to stud wall to be a every connection for 24°D.C.&can be every other to,
[3.o.c.but is required on comers and studs adjacent to comers. w Matthew T. Baldwin P.E.
c.Only needed an aluminum&vinyl sheathing wells. F-- Florida License 64608
face nailLU
x 0.162') d.Heatlers over 6!span. to
Sheat. FBPR=6 OF 6