HomeMy WebLinkAbout1119 Cypress Ave (2)Job Address:
CITY OF SANFORD
0 T 1 3 ,Za16
BY•
Documented Construction Value: $
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I C.P _119' f] -T D
Historic District: Yes No.ff
Parcel ID: ResidentiaO Commercial
Type of Work: NeX Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: ] J-)Y 7 ,k -- I Vn f Y) ( ) L 1 VU\ 1 AJU Title: Phone: -
LeRa- Fax: Email: Property
Owner Information Namefl{
r'lYl. 1)1 4Q,( Phone: Street:
C OJUQ Resident of property? City,
State Zip: i;
a
A. Contractor
Information µ.r Name
Street:
City,
State Zip: Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
Fax:
State
License No.: Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
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.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, ( _ furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application S
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of FloridaFLien'Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
p_coMpliance with all applicable laws regulating construction and zoning.
Print,Qyner/Agent's Name
31
Signature of,Notgy-State of FIANORTTE SCOTT
Notary Public • Stale of Florida
i My Comm. Expires Jan 16.2018
o1; Commission # FF 071760
FV Bonded Through National Notary Assn.
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:16-1-7-16 "`'''UTILITIES:
ENGINEERING: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING::10•?1D - l.t,
COMMENT
Ok to install 10' x 20' shed as shown on plan. Meets area and dimension regulations for the SR-1 zoning
district. Shed must be a minimum 4 feet from rear property line and 7.5 feet from the side property line.
Revised: June 30, 2015 Permit Application
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I,'as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
i
understand that building permits are 'not• required "tb ,,be'signed by a property owner unless he or she isILIresponsiblefortheconstructionandisnothiringalicensedcontractortoassumeresponsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially -improved it
for sale or lease, which violates this exemption.
understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
lI understand that I may not hire 'an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
r and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I'understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not-,-licensed to perform the work -being -done. Any -person working on my -building -who Is -not -licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
W
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
nderstand that the construction must comply with all applicable laws, ordinances, building codes, and
oning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.&
J
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address: 1 ) 1 "A'
I, , do hereby state that I am qualified
and Opable of performing the requested c nstruction involved with the permit application filed and agree to the
con tions s ted a ove.
1 113 ilt
ig er-Builder Date
Form of Identification
Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performingwork that'requires licensure under
the permit issued.
Rev. 9.14.2009
N BOUNDARY SURVEY
PROPERTY DESCRIPTION: -LOT 33, HOLDEN REAL ESTATE COMPANY'S ADDITION TO SANFORD, ACCORDING TO
FOUND I" I.P. THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 89, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, NO I.D.
FLORIDA.
APPROVED eLANS
W E
o LOT 8, BLOCK 13, TRACT B D,.c r
m TOWN OF SANFORD`
PLAT BOOK 1, PAGE 56
S ` 1 LOT 4, BLOCK 13, TRACT B EN DEPT.
1"= 30' I TOWN OF SANF-" _
D
GRAPHI
9
SCALE
30 I 124.00' (P) PLAT BOOK 1, PA Ok to install 10' X 20' shed as shown on plan.
OUND 1" LP.
NO I.D.
116.65 (M) /°" Meets area and dimension regulations for theN89'52'34"E 117.00' (C)
U/°
NU
NOUNDD 2" LP
SR-1 zoning district. Shed must be a minimum 4
NOTE: 14' ALLEY (NOT PLATTED), feet from rear property line and 7.5 feet from320'
63 °
NU Ln
L OPEN, IN USE AND OCCUPIED p p y
NO INFORMATION the side property line. OC007LOT33rJO. O o a RESEARCHED OR SUPPLIED
O Z D I o SINGLE FAMILY O '-0 ---
0
AS TO BEING RECORDED
p n RESIDENCE #1119 ZOR DEDICATED. LnO _ LOT28In '
I^ n
6.
3' R' HOLDEN'S REAL ESTATE ADDRESS. wM
Dm ®
oo 19. r
3z.D ._- COMPANY'S ADDITION 1119 CYPRESS AVENUE o
v DT PLAT BooK 1, PACE 89 SANFORD, FLORIDA 332771 DIRT -
FLOOD ZONE INFORMATION: DRIVE - _
t.
a' I MAP NUMBER: 12117C 0070 F DATE:
09/2B/07 ZONE:
X 1
CERTIFIED TO: FOUND -
1/8" LR. _ N89'
52'34"E 117.00' (C) NI DORA
THOMPKINS DYER N
mp JJJ & CAP L63764 116.49' (M) m
124-00' (P) LOT
29 . o
I HOLDEN'
S REAL ESTATE LOT
32 COMPANY'S ADDITION PLAT
BOOK 1, PAGE 89 HOLDEN'
S REAL ESTATE NOTES: LECEYVD.
n COMPANY'S ADDITION n 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS 0o
PLAT BOOK 1, PAGE 89 0o PROVIDED BY THE CLIENT. DELTA/CENTRAL ANGLE 2:
THIS SURVEYOR HAS NOT ABSTRACTED THE LAND A/C = AIR CONDITIONER 88 =
BEARING BASIS - O o SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR CH =
CALCULATED I _ RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR
USE OF THE LAND. CB =
CHORD BEARING *FOUND
r' I.P._ FOUND 5/8' I.R. b - 3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR CB = CONCRETE BLOCK ND
LD. & CAP L33764 C.
M. CONCRETE MONUMENT SW CORNER IMPROVEMENTS. (BUILDINGS, FENCES ETC...) CNA =
CORNER NOT ACCESSIBLE LOT 31. 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED GONG, =
CONCRETE EkCEPT AS SHOWN. COV. =
COVERED 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE D =
DESCRIBED d/
b/a = DOING BUSINESS AS NR = NON —RADIAL BEEN
LOCATED EXCEPT AS SHOWN. D.
E. = ORAINAGE EASEMENT O.R. = OFFICIAL RECORDS - 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES D.
U.E. = DRAINAGE & UTILITY EASEMENT P = PLAT HAVE BEEN LOCATED EXCEPT AS SHOWN. EDP =
EDGE OF PAVEMENT PSM = PROFESSIONAL SURVEYOR & MAPPER 7. THIS SURVEY SHALT.. NOT BE USED FOR DESIGN OR EOW =
EDGE OF WATER R/W = RIGHT OF WAY Bradley
Cox &Associates JOB # BCA19448 CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION F =
FIELD S/W = SIDEWALK FROM THE SIGNING SURVEYOP,. FF
ELEV = FINISHED FLOOR ELEVATION TBD = TO BE DETERMINED = ASPHALT = BRICK DRAWN BY: JCS 8: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE I
R. = IRON ROD (TYP) = TYPICAL CHECKED BY: BC I.
D = IDENTIFICATION TO = TOP OF BANK AND
THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PP =
IRON PIPE U R = UTILITY ROOM = CONCRETE ='
PAVERS SURVEYOR
AND MAPPER. L —
ARC LENGTH U.0 = UTILITY EASEMENT 0 Land Surveying FIELD BY: JB I HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCRIBED LSLANDSURVEYOR - WM = WATER METER PROPERTY
WAS PREPARED UNDER MY DIRECT SUPERVISION AND 18 = LAND SURVEYING BUSINESS WPP = WOOD POWER POLE (FIELD DATE:) 08 18 16 M =
MEASURED WM = LINE BREAK MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE J' =
LIGHT POLE ® = WATER,
METER — A 405 W. 25th Street FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN REVISIONS: 0 =
UTILITY RISER = CENTERLINE 7 CHAPTER 5J-17, FLORIDA ADMIM STP. TIVE CODE. PURSUANT TO UTILITY
POLE _ — — — — = RIGHT—OF—WAY LINE Sanford Florida 32771 CHAPTER 472, FLORIDA ATLI TES WELL — 0 BSL — — = BUILDING
SETBACK LINE L. SETt/2" LR. &CAP LB #7020 c = GAS METER—x—x—x--x—z—x—x— = PVC —VINYL FENCE/VF Phone (407) J23-9202 O =
FOUND PROPERTY CORNER -- = GUYWIRE a—o—o—o—o——o— = WOOD FENCE/WF 08/26/16 FOUND
CONCRETE MONUMENT = FIRE HYDRANT;-—o—o—o—o—o—o—o— = CHAIN LINK FENCE/CLF Fax (407) 324-9661 HU
DHU =OVERHEAD UTILITY LINES WWW
BRADLEYCOXSURVEYING.COM BRCA
TIFCAG
OF AUTHORIZATIONS 87#70(DATE)
BENNETT BUILDING SYSTEMS
7t`4T1 1660 DIXON AIRLINE ROAD
h
O C T 1 3 2016 AUGU5TA, GA 30g06
Al11@--*- NANCHORINGPI-4N5FOR-
ORANGE COUNTY, FL
GENERAL NOTES
1. THESE PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE (FBG) AND ASGE 1-10.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ARCHITECTURAL AND STRUCTURAL DETAILS AND DIMENSIONS, ANY
015C ZEPA14CIES BETWEEN SUCH DETAILS AND DIMEN5101,5 SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROGEEOING WITH THE WORK.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION PROCEDURE AND SEQUENCE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS
COMPONENT PARTS DURING CONSTRUCTION.
5. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 2014 FLORIDA BUILDING CODE. THE WORK OF ALL CONTRACTORS SHALL
COMPLY WITH THE REQUIREMENTS SET FORTH IN THE AFOREMENTIONED CODE. NO DEVIATIONS FROM THE WORK SHOWN OR REASONABLY
IMPLIED SHALL BE UNDERTAKEN WITHOUT THE ENGINEERS YqRITTEN CONSENT - A COPY OF WHIGH WILL BE FILED WITH THE CONSTRUCTION
OFFICIAL.
6. ANY CHAN6E5 TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE WITHOUT WRITTEN CONSENT FROM THE ENGINEER.
1. THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED WITHOUT HIS CONSENT. DRAWINGS SHALL NOT BE USED
FOR 155UE OF BUILDING PERMIT UNLESS 516NEV AND SEALED BY THE ENGINEER.
8. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS, DAMAGES, 1-055E5
AND EXPENSES INCLUDING LE6AL FEES ARI51N6 OUT OF OR RE5ULTIN5 FROM ERRORS OR OMISSIONS IN THE PERFORMANCE OF THE HORK
BY THE CONTRACTOR. THE DRAWING5 SHOW THE GENERAL ARRANGEMENTS AND EXTENT OF THE WORK. AS THE HORK PR06RE55E5, THE
OWNER AND THE CONTRACTOR, AT NO EXTRA COSTS, SHALL MAKE MODIFICATIONS TO MAKE THE PARTS ALIGN.
g. DO NOT SCALE DRAWINGS, ALL WRITTEN DIMENSIONS GOVERN.
10. THE CONTRACTOR FOR THI5 PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE TOTAL PROJECT. THE
CONTRACTOR SHALL FURNISH AND PAY FOR ALL MATERIALS, TOOLS, EQUIPMENT, LABOR, MACHINERY, TRANSPORTATION, HEAT, WATER,
UTILITIES, AND ALL OTHER FACILITIES AND SERVICES REQUIRED FOR THE SAFE AND PROPER EXECUTION AND COMPLETION OF THE HORK.
THE EN61HEER SHALL. BE THE INTERPRETER OF THE CONTRACT DOCUMENTS.
II. THE DOCUMENTS SHOW ARE AN OVERVIEW OF THE HORK REQUIRED UNDER THI5 CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS
THAT WILL IMPACT THE PROJECT. ALL DRAWINGS ARE COMPLIMENTARY. THE DRAWINGS GENERALLY SHOW THE INTENT OF THE OVERALL
COMPLEXITY AND CONCEPTS OF THE PROJECT, AND DO NOT NECE55ARILY SHOW ALL DETAILS AND CONDITIONS. ALL NEW INTERIOR
CONCRETE SLABS AND FOUNDATION WALL5 AND FOOTINGS SHALL HAVE SOIL P0150NIN6 UNDER NEW WORK AND SHALL BE INSTALLED BY A
LICENSED CONTRACTOR. IN NO INSTANCE SHALL FILL MATERIAL AND NATURAL 5UB6RADE MATERIAL UPON WHICH FOUNDATIONS AND/OR
SLABS ON GRADE ARE TO BE SUPPORTED BE COMPACTED TO A CRITERIA LESS THAN g5% OF MODIFIED PROGTOR MAXIMUM DEN511Y
UNLESS SPECIFICALLY DIRECTED TO DO 50 IN WRITING BY A PROJECT GEOTECHNICAL ENGINEER.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL EXISTING SETBAGKS, EA5EMENT5, AND ANY DEED
RESTRICTIONS.
13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP AND SHALL INCLUDE THE SITE, AND THE BUILDING, THE ENTIRE
PROJECT SHALL BE LEFT IN A NEW, GLEAN CONDITION,
It
N' 342
4 •
THOMAS A. DIXON, P.E. BENNETT BUILDING 5Y5TEM5
ALr 30631 TXr 104353 DIXON ENGINEERING, INC. ANCHORING PLANS
1660 DIXON AIRLINE ROADsG# zTsgz vas o453g3 sTRucTURAL BI6IN ING AND • STATE O F
WV 0lig36 FLI 34222 IN5ITLTION - GOA 81g5 . O AUGUSTA, GA 30,106
O R tO
P'' • PHONE, I-41a 5z-TIT7PAS0lg00gKSk211g810410MAINSTREETi
TN# 112161 6Ar 034311 THONOT05A%A, FL 335g2
NGi O35gb5
O 40g05
FAX, 613.482-2306
VOICE, 813-qb2-qM5 IiE..` COVER 5HEET
SHEET INDEX
SHEET
NUMBER
SHEET TITLE
C-I COVER SHEET
A-1 WIND MAP 4 LOADING DIAGRAM
A-2 WIND LOAD 4 ANCHOR SPACING CHARTS
A-3 ANGHORING DETAILS
A-4 GROUND ANCHOR 5GHEDULE
A-5 I SHEARWALL ANCHORING DETAILS
A-6 EXAMPLE PLAN AND OPTIONAL CONCRETE
PADS
DATE I DATE. 1 O6/01/6 11 5HEET
GHK BY. TAD
SCALE: AS NOTED G_ 1
OTnucluQAtul•.BIDa
1
1 120 110
10s
1 130
IOS
I li0 110
1 1
1
1 ISO
A
la•. ti
1
1
1se 231140
39
i..
a 1
130
lJ +i.
1 1. wtw..t• u•.r. r.•y s-un.r F..t 4 I
1 ...,. 140
2. 1 11•ar Iirc*Tsl tl.n Mwn-•.,•.l.ei.•
t1.. ,wt WY ••..e r
1
1..1..rt m.l. co••l.I..... 15 wl1rt.1Yn• t...•,n, aww..:wn
1 ps.twtw, Y. •wtf•, Yr wIY• 3 ..
i •
M„ r .••YW I.r ...•.l dN <.YI•
t law.
r
1 S. dY Y.M> ,..r..wY Y prwlrtalF
160 °•' --- 1 • tti
NWCtlltf : •.Yf!).
e^
111
No Y.t••wt.
I
I 170
1
I
1
I
1
1
FgURiC WU17
WATE DESNIN MRNO BiEE00, V.., CA FORRISKCATEGORY18ULLOW03 AND OTHER BTPUCTURES IE,
tO FLORIDA BUILDING CODE— BUILDING. IUI EDITION (:0141 A GA5E
B HINDKARD
CORNER
1;: ,\
NSF• ••2 WIND LOAD MAIN WIND FORGE 0
34 2 •'• PRE55URE
DIA6,RAM5 REV
BY DATE DATE: Ob1OIA5 THOMASA. DIXON, P.E. n BENNETT BUILDING SY51'EM5 SHEET ALA
30631 TX# 104355 DIXON ENGINEERING, ING. ' E + ANCHORING PLANS ORN BY: GNO 275g2
VAO 04550 5WTURAL ENGINMRI% AND iT E O• + IbbO DIXON AIRLINE ROAD GHK BY: TAD a
WVO
071g3b FLO 34222 IWPEGTION - GOA 6145 .0o.. ICI AU6USTA, GA 30g06 SCALE. As NOTED li B I PAIL07g00qKSO211gb10410M/UN STREET ' • T
Q • PHONE! 1-415-552-1111 / 1 Q .•
KO. NO. 530-023 WATNO
1P434 KW 4OgO5 V T82 W3535g2 V'/ NC.
0035g65 FAX: B13-qb2-2306 I ONA- .1 WIND MAP 4 LOADING DIAGRAM 2 OF l
SCHEDULES FOR ANGHORS PLAGED VERTIGAL INTO GROUND AND FASTENED TO
SKID WITH A STRAP BUGKLE (SHEET A-3)
I SCHEDULE
A-2 SCALE: N.T.S.
NOTES: 1
I. SEE FIGURE 28.6-I PAGE 303-305 IN ASGE7-10.
2. SEE F16URE 28.6-I PAGE 305 IN A5GEI-10.
3. SEE SECTION 2.4.1 IN A56EI-10.
4. DE516N PRESSURES SHOWN ARE BASED ON WORST GASE DESIGN GONDITION5 OF BUILDIN65 FOR FOR WIND VELOGITIES PER 2014 F.B.G.
00111111111111
No Yb
i i s REV BY DATE DATE: O610IA5THOMASA. DIXON, P.E. a BENNETT BUILDING SYSTEMS SHEET
O Cr .`, ANGHORING PLANS DRN BY. CNOAGO30637
VA 104554 DIXON ENGINEERING, INC. •; 41i s 1660 DIXON AIRLINE ROAD GHK BY. TAD5G02T542YAO043STRUCTURALB161N21NGANDs '. ST - 6F
YMO 071436 FLO 34222 0 PEGTION - GOA 8195 i .- .' (/ AUGII TA, GA 30906 SCALE: AS NOTED y —2PAO079004K5O211g810410NPJNSTREET 'i •• ( p';•• PHONE: 1418 552-1171 ' •
TNO 112761 &A# 034371 THONOT05A95& FL 33592 i ( •, • W.O. NO, 530 023
MSO W034 rv+ 40905 vacE e13 982 9885 r+ /pN p' v ` WIND LOAD d ANCHOR SPAGIN6 CHARTS 3 OF 7NGO03505FAX._ 813-182-2306,
TABLE ADJUSTMENT LOAD COMBINATION
41 C#INC SC 4 l LE ® i 1Vf1 1 WIND SPEED, EXPOSURE "C"
BLDG
WIDTH
MAX
SPACING
NUMBER OF ANCHORS FOR EACH SIDE WALL
6-a" t3,,o° la_Q" i2-o^ i-a° I-µaO',d 24_O° 26,-Q" 28,-0° 3Cj,_O" 3?;Q"
5'II" I' -I" 2 3 3 3 3 4 N.A. N.A. N.A. N.A. N.A. N.A. N.R. N.A.
b'- " 2 3 3 3 4 4 4 5 5 N.A. N.A. N.A. N.A. N.A.
9'=1i 5`-ii" 3
2
3
3
3
3
4
3
4
4
4 5
4
5
5
5
I 5
b
5
b
b
6
b
N.A.
b
N.A.
6
ZONE PRE55UREI FAGTOR2 FAGTOR3
WORKING
PRESSURE (PSF)
A 41.4 1.21 O.6 30.2
B 12.0 L21 0.6 8.7
E 1.21 0.6 27.1
F 25.4 1.21 O.6 18.4
K-SET STABILIZER
4TE #5g2g1 BY TIE
WN EN6INEERIN6 OR
EucJAL. AT ALL ANCHOR
LOCATIONS EACH 51DE
OF SHED.
TIE DOWN ENGINEERING #5g2g1
STABILIZER PLATE
OPTIONAL DETAIL
A-3 SCALE= N.T.5..
WOOD STUD SIDEWALL -
REFER TO SCHEDULE I/A-2
FOR ANCHOR 5PAGIN6
REFER TO DETAIL —
2/A-3 FOR FA5TENIN6
TIE DOWN ENGINEERING
DOUBLE SLOT BUCKLE
5g14O OR EQUAL. REFE
TO MANUFACTURER'S
SPEGIFIGATIONS FOR
INSTALLATION
REFER TO SHEET I/A-4 FOR ------qrl T
ANCHORS, INSTALL AS SHOWN. II '
ALL WI0TH5 ON GRADE VERTICAL <<Up
ANCHOR W/ STRAP BUCKLE
SECTION °•• "
SCALE: N.T.S.
i• N 34 2
THOMAS A.
WO W631 TX* 1043W
5611 215g2 VA# 0455413
WO 011g3b FL# 34222
PA401OMq K5r AM
TN 112'W 60 034371
WA M034 MDi AIMS
WA 03505
DIXON, P.E.
DIXON ENGINEERIN6, INC.
SMZTLRAL EW7114. ;ft AND
iFISPEGTION - WA 8M
10410 MAIN STREET
THONOTOSA55A,FL 335g2
VOICE: 813-482-1885
FIND
6RA
35" MIN. x 1-1/4" x
7" GALVANIZED
EL 5TRAPPIN6
SPEC.
S7BI-H
LDIN6 SKID REFER
BUILDING PLANS
R SIZE, LEN6TH,
D LOCATION
TIE DOWN ENGINEERING #541141
DOUBLE SLOT STRAP BUCKLE
2 D E T14I L
A-3 SCALE: N.T.S.
115H
ADE
WOOD STUD SIDEWALL -
REFER TO SCHEDULE I/A-2
FOR ANCHOR 5PAGIN6
REFER TO DETAIL -
2/A-3 FOR FASTENING
71-FrOPTIONAL I6" x 16" x 4"
SOLID GAP BLOCKS REFER
TO SCHEDULE SHEET I/A-6
laa" -' ---
REFER TO SHEET I/A-4 FOR—'
ANCHORS, INSTALL AS SHOWN.
NOTE: ALL WIDTH5 ON GONG. PAD
SEE EXAMPLE PLAN 3/A-6 VERTICAL ANCHOR IN/ STRAP BUCKLE
4 CT I ON
14
A-3. SCALE: N.T.S.
i * SENNETT BUILDING 5Y5TEM5
ANCHORING PLANS
STAT O F ! 1660 DIXON AIRLINE ROAD
Q s
P .
AW4ISTA, 6A 30g0(7
PHONE: 1-418-552-1111
4
i
i O
SIDEWALL ANCHORING DETAILS2, ,0NM-0
REV BY DATE DATE: O6/OI/IS
ORN BY: GNO
GHK BY: TAD
SCALE: AS NOTED
W.O. NO: 530-023
SHEET
5
4 of 7
THOMA5 A,
27A2 VAS O4550
HO 011g36 RCS 34222
PAS Ol4OO9 KSS 21148
TN 1121M GAS 034311
M5410034 KA 40gO5
NGS 035985
6"
24) - OJ0 48"x2.125" _ __. r 0°
0°0° 0
0 0 NAILS
INTO RIM %0000000 JOIST,
0 0 0 0 T
3/
8" BOLT ATTAGHIN6 PLATES
TOGETHER' ADVANGED
GONNEGTOR
SYSTEMS `- AVTPI212-
2 PLATE OR EQUIVALENT
WITH 20 ° 6A.
STRAP ADVANCED
CONNECTOR 5Y5TEM5 AVTRX
OR EQUIVALENT TAIL
A-
5 SCALE: N.T.9, DIXON,
P.E. DIXON
EN6INEERIN6, INC. 5TR
IXTWAL ENGINEERING AND IWi '
EGTION - GOA 810 l0410
MAIN STREET R
ONOT05A5A, R3 335g2 V0166
8134182AM FAX,
80-02-2308 REFER
TO., DETAILS
I/
A-5 AND 2/
A-5 FOR FASTENING
24) -
0.148"A .1 NAILS
6ONNEG1 AVTRX
TO RIM JOIST
ADVANCED
CONNECTOR 5Y5TEM5 AVTRX
OR EQUIVALENT TIC _
A-
5 SCALE: N.T:S. WOOD
STUD -- ENDWALL/
SHEARWALL FINISH
GRADE
REFER
TO 5HEET I/
A-4 FOR ANGHOR5, INSTALL
AS SHOWN. ENDWALL/
5HEARWALL VERTICAL
ANCHORINC7 TIE DOWN SECTION
NOTE: 50ALE.
N.TS SEE
EXAMPLE PLAN 3/A-6 BENNETT
BUILDING SYSTEMS REVI BY I DATE DATE, 06/01/15 SHEET ANGHORIN6
PLANS r DRN BY, GNO 1660
DIXON AIRLINE ROAD GHK BY: TAD AL*
LP TA, 6A 3OL106 PHONE
1-418-552-1111 SCALE-
AS NOTED ppss iRH.
O. NO, 530-023 5HEARWALL
ANCHORIN6 DETAILS c, —v
OPTIONAL
Ibxlb NpOMINIAL PA05
2 IPA
A-b SCALE: 1/2" = 1'-0"
THOMAS A. DIXON, P.E.
ALP 30631 TX$ 104353 DIXON EN6INEERIN6, INC.
5G# 21592 VAt O4g}{3 5TIUTWAL BW61NB32W6 AND
011936 FLt 34222 06OMTION - WA 81415
PAt O1NOO9 KS* 21198 10410 MAIN STREET
TNt 112161 6At 034311 THONOTOSA%A, FL 33592
MSt M034 MDt 40405 VOICE, 8BAU-9885
NGt OYA85 FAX 813 62-2W6
b SKID
OPTIONAL 1611 x 16" x 4" PA® 601410UL5 FOR 40 PSF FLOOR LOAD
BLD6 NUMBER OF PAD5 REQUIRED BY BUILDING LENGTH UNDER EACH 5KID
WIDTH 6•.o' 8'-0' I0'-O' 12'-0' 14'-O' Ib'-0' 18'-O" 20'-0' 22'-O' 24'-0' 1 26'-0' 28'-0' 50'-0' 32'-0'
5'-II' 2 2 2 2 2 3 NA. NA. NA. NA, NA. N.A. N.A. NA.
1'-II' 2 2 2 3 3 3 3 3 3 NA. NA. NA. NA. NA,
C1'-11' 2 2 3 3 3 3 3 4 4 4 4 5 N.A. NA.
I'-5" 2 3 3 3 3 4 4 4 4 5 5 5 5 6
SIM,
12 MAX.
5HEARAALL/ENDWALL 51^!I
ANCHORS TO BE
PLACED HERE SEE
NOTE 3
N 34222'::
Z 4, his
AT0pP` \
r+/O N A I,,,,,%•
2
A-b
i b'-0" TO 32'-O"
16" x 16" x 4" GONG. PAD
TYP) SEE NOTE I AND 5
MPLE PLAN
I/8" = I
51DENALL ANCHOR
LOCATIONS SEE
NOTE 4
L,
SHEARWALL/ENDWALL
ANCHORS TO BE
PLACED HERE SEE
NOTE 3
m
EXAMPLE DRAKN6 15 l'-II" x 20'-0"
NOTES:
I. CONCRETE PADS ARE OPTIONAL AND MAY A5515T IN LEVELIN6 IF OWNER 50
DESIRES.
2. DIMENSIONS SHOWN ARE NOMINAL.
3. ANCHORS ARE REQUIRED MIN. (4) PER BUILDING, (1) AT EACH CORNER OF THE
5HEARWALL5 (5W#). ATTACH ANCHORS TO BUILDING USING ANGHORIN6 SYSTEM
5HOWN ON SHEET A-5
4. REFER TO SCHEDULE I/A-2 FOR ANCHOR 5PAGIN6, AND SCHEDULE I/A-6 FOR
OPTIONAL PAD LOCATION.
3. SPACE OPTIONAL PADS EQUALLY,
BENNE17 BUILDIN6 5Y57EM5 REVI BY DATE DATE. OblOIA5 SHEET
ANCHORING PLANS ORN BY: CNO
1660 DIXON AIRLINE ROAD
AU605TA, GA 304106
PHONE, 1-418-552-11 M V
GHK BY: TAD
5,-,&E, AS NOTED
EXAMPLE PLAN AND 0"ONAL GONCft-M PAD5 J t1 11 1 j -T
RECORD COPY
National Design and Inspection
501 North Jackson Ave. Suite 2
Byars Building
Russellville, AL 35653
July 25, 2015
Mr. Jim Richmond
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Bennett Building Systems
Plan Number/Name: 530-021 Gable Shed
Dear Mr. Richmond,
REVIEWED FOR CODE COMPLIANCE —
PLANS EXAMINERa
DATE . o
c-)
ll
A PERMIT ISSUED SHALL BE CONSTRULU=PU bt:-/A
LICENSE TO PROCEED WITH THE WORK AE1 AUTHORITY
TO VIOLATE, CANCE I I ALTER OR SET ASIDE
ANY OF THE PROVISIONS OF THE TECHNICAL CODES,
NOR SHALL ISSUANCE OF A.eEBMILP_REVE THE
BUILDING OFFICIAL FROM THEREAFTER REQUIRING
A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION
OR VIOLATIONS OF THIS CODE Pursuant
to the requirements of the Florida Department of Business and Professional Regulations,
the above referenced documents have been reviewed for compliance with: 2014
FBC, 5th Edition These
plans comply with Florida Product Approval Rule 61G20-3.006 (FAC). Also included in this approval
and attached to the plans are pre-engineered truss designs P910608, P911808, P918503,
and P918603, and, Kingpost, Job #79092. A
signed and sealed set of plans are maintained on file in the Third Party Agency office of National
Design and Inspection. All
mandatory comments have been satisfied and 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 assistance in any way, please do not hesitate to conta me. )
NLDING Respectfully
submitted SANFaRD John
Farinelli, CBO, MCP, SMP49 It 16 - 2 7 7 0
Job Truss Truss Type rJty Ply Bennett Building Systems 31679092P911808KINGPOST11
f. net
Universal Forest Products Inc., Grand Rapids, MI 49525, Peggy Beckett 7.610 a Jan 29 2015 Mfiok Industries, Inc. Fri Jul 17 09:28:25 2015 Page 1 of 1
Copyright@2015 Universal Forest Products, Inc. All Rights Reserved
i-
4-11-8 4-11-0
3x4 =
5.1'a
T1 T1
1 3
I
See Note 6
Sao
la
Nole 6
4.11.8
9-11.0 i
LOADING (psf)
TCLL 20.0
SPACING- 24-0
Plate Grip DOL 1.25
CSL
TC 0.23
DEFIL in (loc) I/defl L/d
Vert(LL) 0.02 1-2 >999 240
PLATES GRIP
MT20 244/190TCDL7.0
BCLL 0.0 '
Lumber DOL 1.25
Rep Stress Incr YES
BC 0.00
WB 0.00
Vert(TL) -0.02 1-2 >999 180
Horz(fL) O.00 n/a nta
BCDL 0.0 Code FBC2014rrP12007 Matrix) Weight: 24 lb FT = 0
LUMBER- BRACING -
TOP CHORD 7x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ac purlins. (P)
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/sizo) 1=26010-3-8 (min..0.1-8), 3=26010-3.8 (min. 0.1-8)
Max Harz 1-622(LC 1). 3=-622(LC 1)
Max Upfifll -234(LC 5), 3=234(LC 61
FORCES. (Ib)-Maximum Compression/MaximumTension
TOP CHORD 1-2=661/877, 2-3=-661/877
NOTES. (8)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vosd=108mph; TCDL=4.2pst,, BCDL=O.Opsf; h=300; Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-Cformembersandforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord.
4) • This truss has been designed for a live load of 20.Opsf on Ore bottom chord in all areas where a rectangle 3.6.0 tali by 2-0-0 wide win fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 1 and 234 tb uplift at joint 3. 6) Provide support to resist a horizontal force of 622# at joints 1 and 3.
7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 3.
6) Based on P911806. Updated rode. E-signed by Kevin Freeman
itllllteryr
E N S •,9 i i':
mate ' / Plan No. "APPROVED" a
tt ly*.. •.,
G
No 56264
Approved Sy o _DOCUMENT e
John Fahnelli
Modular Building Plans Examiner Florida Certificate ShlP49 •L/
14J.
till 'to
The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document, 7/20/2015
not necessarily the current state building code. The engineering seal Is not an approval to use In a specific state. The final deternitnation on whether
a truss design Is acceptable under the locally adopted building code rest with the building official or designated appointee.
WARNING - VOW design parameters and READ NOTES Universal Forest Products, inc, 2801 EAST BELTLINE RD, NE
Tnas shall not be cut or modified without approval of the truss design engineer. PHONE (616}364.6161 FAX (616}365-0060 GRAND RAPIDS, MI 49525
This component has only boon doaigned for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible
for Offing methods and systom design. Builder responsibilities are defined under TPI1. This design la based only upon parameters shown, and Is for
an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building
designer - not truss designer. Bracing shown L1 for lateral, support of Individual web members only. Additional temporary bracing to insure stability during construction
Is the responsib84yof the erector. Additional permanent bracing of the overall structure 6 the rosponsibilityof the building designer. For general guidance regarding
fabrication, quanlycontrol, storage, delivery, erection and bracing, consu8 SCSI 1.06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available
from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:LsuppoilWftokSuppltemptatotlWfp.tpo
Job Truss Truss Type sty Ply Bennett Building Systems 31679092P918603KINGPOST1dn
Universal Forest Products Inc., Grand Rapids, MI 49525, Peggy Beckett 7,610 o Jan 29 20111 MRek IndusUles, Inc. Fri Jul 17 09:28:34 2015 Page 1 of 1
Copyright @ 2015 Universal Forest Products, Inc. All Rights Reserved
4-11.8 4-11.8
2.6x6 =
3.03 F12 2
6.1-6 L
Tt T1
1 3
See Note 6 See Note 6
4-11.8 4-11-8
9-1 1-0
Plate Offsets X Y :0-3-0 0.0-1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lrd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 2-3 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 125 BC 0.00 Vert(M) -0.05 2-3 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a rile
BCDL 0.0 Code FBC2014ITP12007 Matrix) Weight: IS do FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.t TOP CHORD Structural wood sheathing directly applied or 64)-0 oc purlins. IN
BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing.
REACTIONS. (lb/size) 1=260/0-3-8 (min. 0-1-8), 3=260/0.3.8 (min. 0-1.8)
Max Harz 1=635(LC 1), 3=-635(LC 1)
Max Upllft1=234(LC 5), 3=.234(LC 6)
FORCES. (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-673/894, 2-3=-673/894
NOTES. (8)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10: Vu1t=140mph (3-second gust) Vosd=108mph; TCDL=42psf; BCDL=O.Opsf; h=30ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Fxtedor(2) zone;C-C
for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) The bottom chord dead load shown Is sufficient only to cover the truss weight itself and does not allow for any additional toad to be added to the bottom chord.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 341-0 tail by 2-0-0 wide will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 ill uplift at joint 1 and 234 Ill uplift at joint 3.
6) Provide support to resist a horizontal force of 635f1 at joints 1 and 3. E-signed by Kevin Freeman
7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1, 3.
a) Based on P918601, Updated coda yt19 i 9!!!!lI
t1 F R ,,,
NIDI %% ti .• 'E•N • q '.0 E-; • s•.2 •%
NO 56254Date7 /
Plan No, -y - gPPRC}VED"
Approved 8y JCU ENT = =
Jahn Farinelo 140
Modular Building Plans Examiner Florida Certificate SMP49
iF.•0R'QP
N A
The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document, 7/20/2015
not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination on whether
a buss design Is acceptable under the locally adopted building code rest with the building official or designated appointee.
OW
WARNING - Verify design and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE
parameters
Truss afros not be cut or nodded without approval of the torso design engineer.
PHONE (616F364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525
This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible
for Ong methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for
an individual building component to be Installed and loaded vertically. Applicability of design parameters and propor incorporation of component is responsibility of building
d03lgnar-not truss designer. Bracing shown Is for lateral support of individual wall members only. AddHtonal temporary bracing to Insuro stability during construction
Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, qual9y, central, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plato Institute Recommendation available
from WTCA, 6300 Entorprtae LN, Madison, WI 63719 J.4iupporWftkSuppUamplateslufp.tpe
Job ----- Truss rr0sa rype air Ply
jtnnett Building Systems 31679092P910608 [KINGPOST 1 1
Universal Forest Products Inc., Grand Ra kls, MI 49 225. P 8ockatt 0 a Jan 29 2011P ¢90Y Z670 a Jan 20 2015. MRek Industries, Inc. FN Jul tt 09:26:16 2075 Pag¢ t or 1
Copyright@2015 Universal Forest Products, Inc. All Rights Reserved
1
2.54 =
Ti T11
3
dI
See Note 6 See Note 6
5-8-8
5•e-H
11-5-0
Plate Oftsots X Y 2:0.3-0 0.1-51-
LOADING(psf)
TCLL 20.0
SPACING- 2-0-0
Plate Grip DOL US
CSi.
TC 0.30
DEFL in (too) Udeft Ud
Vert(LL) 0.05 1-2 >999 240
PLATES GRIP
MT20TCDL7.0
BCLL 0.0 '
Lumber00L 1.25
Rep Stness Incr YES
BC 0.00
WB 0,00
Vert(TL) -0.05 1-2 >999 leg
Horz(TL) 0.00 n/a We
2441190
BCDL 0.0 Code FBC2014fTP12007 Matrix) Weight.,27lb FT=0%
LUMBER- BRACING
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 64)-0 oc pudins. [P]
REACTIONS. (lb/size) 1=300/0.3.8 (min. 0.1.8), 3=300/0-3-8 (min. 0-1-8)
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
Max Harz 1=1016(LC 1), 3=1016(LC 1)
Max Upliftl=268(LC 5), 3=-268(LC 6)
FORCES. (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=104711345, 2-3=104711345
NOTES- (8)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7.10; Vuit=140mph (3-second gust) Vasd=108mph; TCDL=42psf; BCDL=O.Opsf, h=30ft; Cat. II; Exp C; Encl., GCpt=0.18; MWFRS (envelope) gable end zone and C-C 6der(or(2) zone;C-Cformembersandforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 001-=1.60
3) The bottom chord dead load shown Is sufticlent only to cover the truss weight Itself and does not allow for any additional load to be added to the bottom chord. 4) ` This truss has been designed for a live load of 20.0psf on the bottom chard In all areas where a rectangle 3-" tali by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint 1 and 268 lb uplift at joint 3. 6) Provide support to resist a horizontal force of 1016# at joints 1 and 3.
7) Beveled plate or shim required to provide full bearing surface with thus chord at joint(s)1, 3. E-signed by Kevin Freeman
8) Based on P910600. Updatud coda.
NDI i a h1 R
M
tea te ,7 a! ..
Plan No.') a . NO 56254
Approved DOCUMENTBy
Y
John farinet ' 4/eModularBuildingPlansExaminerFloridaCeftificate raMp49 ti
i s • •, ..... • ? tie
The professional engineering seal Indicates that licensed professional has reviewed the design under the standards referenced within this document, 7/20/2015
not necessarily the current state building code. The engineering seal is not an approval to use In a specific slate. The final determination on whetheratrussdesignisacceptableunderthelocallyadoptedbuildingcoderestwiththebuildingofficialordesignatedappointee.
WARNING. - Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD. NE
Truss shall not be cut or modified without approval of the truss design engineer. PHONE (616) 36"161 FAX (616)-365-0060 GRAND RAPIDS, MI49525
This component has only been designed for the bads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible
for HHlng methods and system design, Buffer responsibilities are defined underTPit. This design is based only upon parameters shown, and is for
an individual building component to be Installed and loaded vertically. Applicability of design parameters and prepor Incorpomtionobcomponent Is responsibility of buildingdesigner • not truss designer. Bracing shown In for lateral support of Individual wob members only. Additional temporary bracing to Insure stability during construction
Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult SCSI i-06 from the Wood Truss Council ofAmerica and Truss Plate Institute Recommendation available
from WTCA, 6300 Enterprise LN, Madison, W163719 J:Isuppod%ftksuppuemplatssWtp.tpa
Job Truss Type sty Pry Bennett Building Systems 31679092rP9;18503 KINGPOST 1 1
n n
universal Forest Products Inc., Grand Rapids, MI 49525, Peggy Beckett 7.610 s Jon 29 2015 MITek Industries. Inc. Fill Jul 17 09:49:40 2016 Pago 1 of 1
CopyrightQ2015 Universal Forest Products, Inc. All Rights Reserved
s-e-e 5.6-e
3xa =
2.10 12
2
Ti T1
1 3
a
See Note 6 See` Note 6
5-8-8 5-tt-0
11•SA
Plate Offsets Y :041-15 0.0.6
LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (lac) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.12 1-2 >999 240 MT20 2"1190
TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.10 1-2 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n1a Na
BCDL 0.0 Code FBC2014/TPI2007 Matrix) Weight; 17lb FT=O%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. [P]
BOT CHORD Rigid ceiling directly applied or 10-U oc bracing.
REACTIONS. (lb/size) 1=300/03-8 (min. 0-1-8), 3=30010-3-8 (min. O-i-B)
Max Harz1-1048(LC 1), 3=-1048(LC 1)
Max Uplifl1=268(LC 5), 3=268(LC 6)
FORCES. (lb) - Maximum ComprossionfMaximum Tension
TOP CHORD 1-2=1079/1387, 2-3=-1079/1387
NOTES (8)
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=O.Opsf; h=30ft; Cal. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and G-C Exterior(2) zone;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60
3) The bottom chord dead load shown is sufficient only to cover the buss weight Itself and does not allow for any additional load to be added to the bottom chord.
4) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplill at Joint 1 and 268 (b uplift at Joint 3. E-signed by Kevin Freeman
6) Provide support to resist a horizontal force of 1048# at Joints 1 and 3.
7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 3.
8) Based on P916501. Updated tale,
R
dOp
Det ' Plan No.-1°"Cic
opNDI = • No 56254
tt * : APPROVED" = - APProved By - DOCUMENT- = Y
John Farinelli . '
Modular Building Plans Examiner Florida Certificate 5MP49
fj'
e BONA® E%
The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document, 7/20/2015
not necessarily the current stale building code. The engineering seal is not an approval to use In a specific slate. The final determination on whether
a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee.
WARNING -Verify design parameters and READ NOTES universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE
PHONE (616}364,6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525Trussshallnotbecutormodifiedwithoutapprovalofthetrussdesignengineer.
This component has only been designed for the loads noted on this drawing. Construction and offing forces have not been considered. The builder is responsible
for lifting methods and system design. Builder responsibilities are defined underTPit. This design is based only upon parameters shown, and is for
an Individual building component to be installed and loadad vertically. Applicability of design parameters and proper incorporation of component is responsibility of building
designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additions) temporary bracing to insure stability during construction
Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality central, storage, delivery, erection and bracing, conautt SCSI t-08 from the Wood Truss Council of America and Truss Plate Institute Recommendation available
from WTCA, 6300 Enterprise LN, Madison, W 163719 J:lsupporlWAitekSupptlemplateslufp.tpo
BIENNFTOT 5UILDING
1660 DIXON AIRLINE RD
AU6USTA, 6A 500106
DESIGN CRITERIA
I. WIND VELOCITY 140 M.P.H.
2. EAUILDIN& CATEGORY I
3. WIND EXPO5URE C
4. INT. PRESSURE COEFFICIENT t 0.15
5, ENCLOSURE CLA551FICATION ENCLOSED
6. BASED ON HE16HT 15 FEET
1. OVERHANG YES
b. FLOOR DESIGN LIVE LOAD 40 PSF
FLOOR DE516N DEAD LOAD 4 PSF
9, ROOF DE516N LIVE LOAD 20 P5F
ROOF DE516N DEAD LOAD T P5F
10. WALL DE516N DEAD LOAD 3 PSF
II LOFT UNINHABITABLE LIVE LOAD WA P5F
12. 5NOW LOAD WA P5F
13. CON5TRUGTION TYPE V B
14. BUILDING OCOUPANCY: U
15. FIRE RATING EXT. WALLS WA
16, ALLOWABLE NUMBER OF FLOORS I
1-1. THE CONTRACTOR/MANUFAOTURER MU5T
COMPLY WITH THE FOLLOWING CODES AND
ALL OF THERE AMENDMENT5l5UPPLEMENT5:
FLORIDA 5UILDIN6 CODE - 2014
NATIONAL ELECTRIC CODE - 2011
NFPA 101 LIFE SAFETY CODE - 2012
NOTE:
MANUFACTURE TO HAVE LI5T AVAILABLE TO
3RD PARTY IH5PEGTOR THAT MEETS THE WIND
PRESSURES STATED ON C-2 FOR ANY
PRODUGT THAT REOUIRE5 PRODUCT APPROVAL
FOR THE STATE OF FLORIDA
GA5Lrm SHSD PLANS
FOR THE STATE OF
FLORIDA
11 IIW-
t
L
SHEET LIST TABLE
5HEET NUMBER 5HEET TITLE
C-1 COVER 5HEET
G-2 LOAOIN6TASLE5
C-3 GENERAL. NOTE5
6-4 FA5TENIN6 5UgDULE
G-5 FA5TENIN6 SCHEDULE
C-b FA5TENIN6 5G14EDLLE
A 1
FLOOR DECK AND ROOF FRAMING
PLAN5
A-2 ENDWALL FRAMING DETAIL5
A-3 ENDWALL FRAMING DETAIL5
A-4 ENDWALL FRAMING DETAILS
A-5 ELEVATION AND DETAILS
A-6 GRO55-5ECTION DETAILS
A-1 DETAIL5
A-B DETAILS
A-9 WALL SECTION DETAILS
A-10 MALL SECTION DETAILS
A-11 SHEAR WALL TAEH.E
A-12 PORCH FRAMING DETAIL5
A-13 LUMBER SCHEDULE
A-14 DETAIL5
A-15 DOOR FRAMING ELEVATION5
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING Fo 'TJiF.EiLE2
THG MA45 ,. IX®N I..
i
DIXON ENGINEERING, ING.
5TMRRAL EN6R€ERIN& AN) IWPEGTION - 60A FW5
10410 MAIN 5TREET
THONOT05A55A FL 33592
VOICE: 813-9H2-9885 FAX: 813-982-2306 f
BENNETT BUILDING SYSTEMS
END GABLE 5HED PLAN5
1660 OIXON AIRLINE ROAD
AU6U5TA, 6A 30906
PHONE: 1-4lb-552-11 T7
7 O Y91 STAT- ( 1FqLA3O631MSp19034KSA21198
SGA 275g2 WO 035F85 IAA 034371
WO 011436 TO 104353 MDA 40905
PAO O1900 VA$ 045593
TUA 1191A1 PI a aa7•»
o'--O RRi. s......... ,.. ?iCOVERSHEET _ _..
n
AREA FOR APPROVAL STAMPS
ND{ !
APPROVED" 3
DOCUMENT
I IDA 01121/15 REVISED PER GOMMENT5
RC-V BY I DATE DESCRIPTION
OF 140 M.P.H.
DATE: Ohi29n5 5HEET
DRAWN BY: GNO
j
CHECKED BY: TAD _ I
5GALE: AS NOTED
W.O. NO: 530-021 1 OF 21
I
I
I
I
rl
WIND LOAD MAIN WIND FORCE
PRE554JRE 0 ft— E60
8 I
I 1 ® I
I I
4
WIND LOAD COMPONENT AND CLADDING
IALL PRE551R2E DIAGRAM
2 0 2
HIND LOAD COMPONENT AND Cl ADDING
ROOF PRE55URE DIAGRAM
AREA FOR APPROVAL STAMPS
NDI
APPROVEW
DOCUMENT
m® ®o®
oom®m®oam®® oo
aom®m®oo®®®
oommm oo®®®
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ten
IMINME No'" ®m
THE5E PLAN5 WERE DE516NED IN ACCORDANCE WITH THE 2014 FLORIDA 13UILDIN6 CODE, BUILDING FO_`
TH®MAa ,4, IXON P.E BENNEBUILDING SYSTEMS EN,
ENDGABLE SHED PLANS ALA
30631 M5M 19034 K51 21198 DIXON ENGINEFRIN6, INC. 1660 DIXON AIRLINE ROAD 56:
21M2 NCM 035485 GAN =11 5TRll:TIRAL ENGRfERING AND W51`1500N - LOA 8N5 AaA- TA, GA 30906 9' KV#
011436 TXv 104353 MOO 40905 10410 MAIN 5TREET PHONE: 1-418-552-1111 a PA`
O19009 VAN 045593 THI
11771.1 FI Y 84199 TI
IDNOT05A55A, FL 33592 VOICE:
613-1182-9885 FAX: 813-982-2306 GENERAL NOTES I
JDA 01/21/15 REVI5ED PER COMMENT5 REV
I BY I DATE DE51-RIPTION 9aU5T
OF 140 M.P.H. DATE:
06/29/IS SHEET DRAWN
BY: C.NO w
2 VVVCHECKED
BY: TAD 5GALE:
A5 NOTED H.
O. NO: 530-021 2 OF 21
GENERAL NOTE5
THI5 STRUCTURE WAS DESIGNED IN IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING (F.B.G.)
2. ALL MATERIALS AND LABOR SHALL BE IN AGGORDANGE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE.
3. WRITTEN DIMENSIONS SHALT_ TAKE PRECEDENCE OVER SCALED DIMENSIONS.
4. 1HE FOUNDATION PLAN 15 A SEPARATE SET OF PLANS FOR APPROVAL BY LOCAL MUNICIPALITIES.
5, EXTERIOR DIMENSIONS CAN VARY BETWEEN LIMIT'S 5HOWN AT 2' O.C. BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
6. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY UG48 (GROUND CONTACT, HEAVY DUTY): SKIDS
1. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY UG38 (EXTERIOR ABOVE GROUND, UNCOATED OR, POOR
WATER RUNOFF): FLOOR JOISTS, PLYWOOD FLOOR DECKING, AND EXTERIOR RATED WOOD 5FRUGTURAL PANEL SIDING.
8. LP TOPNOTCH 5UB-FLOOR.IN6 19/32' MAY BE USED IN LIEU OF PRE55URE TREATED PLYWOOD FLOORING.
9. P.T. PLYWOOD FLOORING NOT REQUIRED WHERE THE BOTTOM OF THE FLOORING 15 OVER 15' ABOVE GROUND SECTION 2304.11.2.1 FBG 2014.
10. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRE55URE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED (6185) OR 5TAINLE55 STEEL.
II. ALL WINDOWS WITHIN 24' OF DOORS, AND ALL 6LA55 IN DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET.
12. FOR ROOFS WITH ASPHALT SHINGLES AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLIGATION A5 REQUIRED IN
ACCORDANCE WITH SECTION 1501.2.8 OF THE 2014 F.B.G.
13. UNDERLAYMENT SHALL CONFORM WITH SECTION 1501.23 (ASPHALT SHINGLES) AND 1501.4.5 (METAL ROOF PANEL) OF THE 2014 F.B.G.
14. ASPHALT SHINGLES SHALL CONFORM WITH SECTION 1501.2.5 OF THE 2014 F.B.G. ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH 1501.2.1 OF THE 2014 F.B.G.
15. FA5TENER5 FOR ASPHALT SHINGLES SHALL CONFORM TO SECTION 1501.2.E OF THE 2014 F.B.G.
16. TIE -DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES.
1-1. THESE PLANS HAVE NOT BEEN DESIGNED FOR HVHZ REQUIREMENTS AS SET FORTH IN THE 2014 F.B.G. OR FOR USE AS A COMMERCIAL BUILDING.
I8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY AND PLACEMENT OF LAWN STORAGE UNIT TO INSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT
PARTS.
20. NO FIELD REV15ION5 TO ANY STRUCTURAL COMPONENTS OR DEVIATIONS FROM THESE DRAWIN65 SHALL BE MADE.
21. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLE55 THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING
LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS 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, UNLE55 OTHER 5EGTION5 AND DETAILS ARE
SPECIFICALLY REFERENCED.
23. REFER TO SUPPLIED FASTENING SCHEDULE FOR FASTENING BASED ON CONNECTION AND LOCATION OF MEMBERS AS PER 2014 FLORIDA BUILDING GODS TABLE 2304.G.1
UNLE55 NOTED OTHERWI5E.
24. BUILDIN65 HAVE BEEN DESIGNED FOR LP SMARTSIDE PPEG15ION PANEL SIDING, LP 5MART5IDE PREG15ION LAP SIDING SHALL NOT BE USED.
25. FASTENERS IN LP 5MART5IDE PREG15ION PANEL SIDING MUST NOT BE INSTALLED IN PANEL SIDING GROOVES IN THE FIELD OF THE PANEL SIDING OR WHEN THE PANEL
A SIDING GROOVE F IDIN6.
26. REFER TO TH FLORIDA PRODUCT APPROVAL N9190.6 F R ADDITIONAL DATA AND SPECIFICATIONS OF LP 5MART51DE PREG15ION PANEL 51DIN6.
2l. MAX OPENING WIDTHS MUST OMPLX VjITH EyZ6G R 05 AS PER ANSI/AFbPA 5DPWS-2008. BUILDINGS HAVE BEEN DESIGNED TO HAVE ONLY OPENIN05 WITH MAX
WIDTHS EQUAL IM1I-THEME DHALL SHEAR WALL CHART.
28. PER SECTION 1609.1.2 OF FBG, STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 120 SQUARE FEET OR LESS ARE
NOT REQUIRED TO COMPLY WITH THE MANDATORY WIND -BORNE -DEBRIS -IMPACT STANDARDS OF THE FLORIDA BUILDING CODE.
29. BUILDINGS THAT ARE 400 SQUARE FEET OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE -AND -TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO
THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE FLORIDA BUILDING CODE PER 1008.1.1 EXCEPTION 8.
30. BUILDIN65 HAVE BEEN DESIGNED TO HAVE ANCHORS DIRECTLY ATTACHED TO ALL FOUR CORNERS OF THE BUILDING TO RESIST TEN51ON FORGES FROM LATERAL WIND
LOADS. THI5 DESIGN CONSIDERATION MUST BE MADE BY INSTALLER WHEN ATTACHING ANCHORING 5Y5TEM TO BUILDING.
31. UNLE55 NOTED OTHERWISE, ATTACH ALL MANUFACTURED PRODUCTS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
Im,
STAMPS
517 INSTALLED ITEMS OGGUPANG*r NOTE:
NOTE THAT THIS LI5T DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND THI5 BUILDIN6 15 NOT DE516NED FOR HUMAN HABITATION AND DOES NOT HAVE RUNNING
MATERIAL5 THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL WATER OR SANITATION SERVICES. THI5 BUILDING 15 DESIGNED AS AN ACCESSORY-
51TE RELATED ITEMS ARE 51.18JE'GT TO LOCAL AR15DICTIONAL. APPROVAL, LAWN STORAGE SHED TO STORE LAWN EQUIPMENTSUCH A5 WHEEL BARROWS, 6ARDENIN6
SUPPLIES, FLOWER POTS, AND CARDBOARD BOXES WITH VARIOUS SMALL 1.
THE COMPLETE FOUNDATION SUPPORT AND TIE-DOM SYSTEM. ITEMS. 2.
RAMP5, STAIRS, AND 6ENERAL ACCESS TO THE BUILDING IF NECESSARY. I JDA 01/21/15 REVISED PER COMMENTS' 3.
6UTTER5 AND DOWN 5POUT5 ON ALL BUILDIN65 WITH EAVES OF LE55 THAN i V REV BY DATE DESCRIPTION 6INCHESHORIZONTALPROJECTIONEXCEPTFORGABLEENDRAKES. THESE
PLANS WERE DE516NEP IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FO*l tll EfF BoUST OF 140 M.P.H. T®
M,®e A.® X®N . BENNETT BUILDING SYSTEMS DATE: O6/29/15 SHEET i
CND GABLE SFIED PLANS DRAWN BY: CHO AU
30631 161 14034 Kr 2N98 DIXON ENGINEERING, INC. INSPECTION
WA 8145 1660
DIXON AIRLINE ROAD AU605TA,
6A 3oa06 p : :
C1fGKE0
BY: TAD SCN
21592 NCI 035985 6AN 034311 STRllGTLRAI EN6R MW, AND - PHONE:
1-41H-552-1111 i 0 '• / V M/
N 011936 TXN 104353 MDN 40405 10410 MAIN STREET SCALE: A5 NOTED PA
O19004 VAN 0455`13 THONOT05A%A, FL 33592 GENERAL
NOTES R ••'•
H.
O. No: s3o-o21 3 of 21 TNO
I191hl FI N'A' VOICE: 1513-982AW FAX: 813-W-2306
l
i
FASTENING SCHEDULE
CONNECTION FA5TENIN(50 k LOCATION
I. JOIST 'TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" x 0.131")
3 - 3" x 0.131" NAILS TOENAIL
3 - 3" 14 6AGE STAPLES
2. BRIDGING TO J015T 12 8d COMMON (2 1/2" x 0.131")
12 - 3" x 0.131" NAILS TOENAIL EACH END
2 - 3" 14 GAGE STAPLES
3. SOLE PLATE TO J015T OR BLOCKING Ibd (3 1/2" x 0.135") AT 16' O.G.
3" x 0.131" NAILS AT 8' O.G. TYPICAL FACE NAIL
3" 14 GAGE STAPLES AT 12" O.G.
4. 50LE PLATE TO J015T OR BLOCKING AT 3 - Ibd (3 1/2' x 0.155") AT I6" O.G.
BRACED WALL PANEL 4 - 3" x 0.131" NAILS AT 8" O.G. BRACED WALL PANELS
4 - 3" 14 6AG-E STAPLES AT 12' 0-C.
5. TOP PLATE TO 5H)I) 2 - Ibd (3 1/2" x 0.162")
3 - 3" x 0.131" NAILS END NAIL
3 - 3" 14 GAGE STAPLES
6. STUD TO SOLE PLATE 4 - 8d COMMON (2 112" x 0.1319
4 - 3" x 0.131" NAILS TOENAIL
3 - 3" 14 GAGE 5TAPLE5
2 - Ibd COMMON (3 1/2" x 0.162")
3 - 3" x 0.131" NAILS END NAIL
3 - 3" 14 GAGE 5TAPLE5
1. DOUBLE 5TUD5 15T5 Ibd (3 1/2" x 0.135") AT 24" O.G.
3" x 0.131" NAILS AT 8' O.G. FACE NAIL
3" 14 GAGE 5TAPLE5 AT 12" O.G. ............ - --
8. DOU E TOP PLATE5
rAI
16d (3 1/2" x 0.135") AT 16" O.G.
3" x 0.131" NAILS AT 12" O.G. TYPICAL FACE NAIL
3" 14 GAGE STAPLES AT 12' O.G.
8 - Ibd COMMON (3 1/2' x 0.1629
12 - 3" x 0.131" NAILS LAP SPLICE
12 - 3" 14 GAGE STAPLES
9. BLOGKIN6 BF.TJ,,IEEN J015TS OR RAFTERS
V V
3 - ( e1 ~-
TO TOPLd-TE 3 - x 0.13 " N IL9 / T NAIL V3 - 3" 14 GAGE STAPLES
10. NOT U5ED
IY.'`F06"f AY€5`LfA'S•F:ND IN - IBdZ MF'19N'(-H2"Cki62-/
3 - 3" x 0.151" NAILS FACE NAIL
3 - 3" 14 GAGE 5TAPLE5
12, CONTINUOUS HEADER (2) PIECES Ibd COMMON (3 1/2" x 0.162") 6" O.G. ALONG EDGE
CONTINUED)
THESE PLAN5 WERE DE516NED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FOtg` `", bLr S
THOMAS ,4. ®IRON P.E. BENNETT BUILDING SYSTEMS
END GABLE SHED PLANS
1660 DIXON AIRLINE ROAD
AW-4 TA, 6A 30ao6
RIONE: 1-418-552-1111 O •. .. 4
ALB 30631 M5R 19034 K5R 2I198
5C1275012 NCR 035985 GAR 034311 HVR
011936 TO 104353 MDR 40905 DIXON
ENGINEERING, INC. 5Tid.
TW& E%WEIW AND R1 gTM - CAA BN5 10410
MAIN 5TREET PAR
079009 VAR 045543 TNR
112161 FLA 34222 TH0NOT05A55A,
FL 33592 VOICE:
813-982-9885 FAX: 813A82-2306 FASTENING SCHEDULE AREA
FOR APPROVAL STAMPS NDI
APPROVED"
DOCUMENT
0l/
21/151R-FV15ED PER COM DATE
DESCRIPTION OF
140 M.P.H. DATE:
Ob/29/15 DRAWN
BY: CNO CHECKED
BY: TAD SCALE:
AS NOTED W.
O. NO: 530-021 SHEET
C®
4 4
OF 21
FASTENING SCHEDULE
CONNECTION FA5TENIN60" k LOCATION
22, WOOD STRUCTURAL PANELS AND 1/2" AND LESS bd`•J
PARTICLEBOARD" SUB FLOOR, ROOF AND 2 3/8" x 0.113" NAIL'
WALL. SHEATHING (TO FRAMING) 1 3/4" lb GAGEm
15/32" TO 19r32" 8d COMMON (ROOFS IN 110-HO
V MPH EXP "B")
SINGLE FLOOR (COMBINATION
asd
19/32" TO 314" 8dd OR bd°
b INCH O.G. EDGES AND
INTERMEDIATE, 4" O.G. AT
SUBFLOOR-UNDERLAYMENT TO FRAMING) 2 31b" x 0,113" NAIL" COMPONENT AND CLADDING
2" Ib GAGE" EDGE STRIP N ZONE 3
118" TO I" bd' REFER TO FIGURE 30.5-1 OF
1 1/8" TO 1 1/4" IOdd OR 8de
A5GE 11
3/4" AND LE55 bd'
l/8" TO I" ed.
1 1/8" TO 1 1/4" IOdd OR 8d'
23. PANEL 51DIN6 (TO FRAMING) 1/2" OR LE55 bdf
5/8" 8dF
24. FIBERBOARD 5HEATHIN69 1/2" NO. 11 GAGE ROOFING NAIL'
bd COMMON NAIL (2" x 0.113")
NO Ib GAGE STAPLE'
25/32" NO. 11 GAGE ROOFING NAIL"
8d COMMON NAIL (2 1/2" x 0.131")
NO Ib GAGE 5TAPLEJ
0. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.
b. NAILS SPACED AT b" O.G. AT ED6E5, 12" AT INTERMEDIATE 5UPPORT5 EXCEPT b" AT SUPPORTS WHERE SPANS AR 48" OR MORE. FOR
NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALL5, REFER TO SECTION 2305 FBG. NAILS FOR
WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.
c. COMMON OR DEFORMED SHANK (bd - 2" x 0.113"; 8d - 2 1/2" x 0.131"; IOd 3" x 0.146").
d. COMMON (bd - 2" x 0.113"; 8d - 2 1/2" x 0,131"; IOd 3" x 0.14W).
e. DEFORMED SHANK (bd - 2" x 0.113"; 8d - 2 1/2" x 0.131"; IOd 3" x 0.148").
p. CORRO5ION-RE5ISTANT 51DING (bd - I l/8" x 0.106"; bd 2 3/8" x 0.128") OR LASING (bd2" x 0.099"; bd 2 1/2" x 0.113") NAIL.
9 FASTENERS SPACED 3" O.G. AT EXTERIOR EDGES AND b" O.G. AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING.
SPACING SHALL BE 6" O.G. ON THE ED6E5 AND 12" O.G. AT INTERMEDIATE SUPPORTS FOR NON5TRLk-TURAL APPLICATIONS.
h. GORRO510N-RE515TANT ROOFING NAILS WITH -1/I6" DIAMETER HEAD AND 1 112" LENGTH FOR 1/2" SHEATHING AND 1 3/4" LENGTH FOR 25/3"
SHEATHING.
1. CORROSION -RESISTANT 5TAPLE5 WITH NOMINAL 1/16" GROWN OR I" GROWN AND 1 1/4" LENGTH FOR 112" SHEATHING AND 1 1/2" LENGTH FOR
25/52" 5HEATHING. PANEL SUPPORTS AT 16" (20" IF STRENGTH AXI5 15 THE LONG DIRECTION OF THE PANEL, UNLE55 OTHERWISE MARKED).
FOR ROOF SHEATHING APPLICATIONS, bd NAILS (2 1/2" x 0.115") ARE THE MINIMUM REQUIRED FOR WOOD 5TRXIURAL PANELS.
k. STAPLES SHALL HAVE A MINIMUM GROWN WIDTH OF 1lI6".
1. FOR ROOF SHEATHING APPLICATIONS, FA51ENER5 SPACED 4" O.G. AT EDGES, 8" O.G. AT INTERMEDIATE SUPPORTS.
m. FASTENERS SPACED 4" O.G. AT EDGES, 8" O.G. AT INTERMEDIATE SUPPORTS FOR SUB FLOOR AND WALL 5HEATHING AND 3" O.G. AT EDGES,
6" AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
n. FA5TENER5 SPACED 4' O.G. AT EDGES, 8" AT INTERMEDIAT-E SUPPORTS. %lcNu
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING F051'
TH®M4S 4
ALS 30631 M511 19034 K59 21148
50 21592 NCN 035985 GAN 034311
01193b TXN 104353 MDN 4M5
PAN Ol9CXKl VAN 045M3
DIXON, i'.rm.
DIXON ENGINEERING, INC.
5TRL RPK E16KERN6 AND IN5°EGTION - UM BN5
10410 MAIN 5TREET
THONOT05A55A,FL 33592
VOICE: 813-982-9885 FAX: 813-9b2-2306
5ENNETT 15UILDING SYSTEMS
END GABLE SHED PLAN,
1b60 DIXON AIRLINE ROAD
AC-,05TA, GA 3MO6
PHONE: I-418-552-1111
FASTENING SCHEDULE
TE
AREA FOR
NDI
APPROVED"
DOCUMENT
I I JDA 1 Ol/21/151REVISED PER COMMENT51
It REV I BY I DATE I
140 M.P.H.
D TE: 06/29/15
RAWN BY: (NO
CHECKED BY: TAD
SCALE: A5 NOTED
W.O. NO: 530-021
DESCRIPTION
SHEET
c®
6 OF 21
2x P.T.
J015T
ry 2.4 WALL STUDS AT 24' , 2x4 BOTTOM
O.G. WITH DOUBLE STUDS PLATE
2x4 P.T. S.Y.P. #2 2)-2x OR 4x6 P.T. EVERY 48" O.G. WHEN
FULLING BLOCK S.Y.P. #I OR #2 SKIDS ATTACHING WOOD OR
z :D II II II II u u u n n u GOMP051TE WOOD
2x P.T. JOISTS AT 16" OR 24" O.G. STRUCTURAL WALL PANEL. 5/8" OR 3/4"
SEE FLOOR JOIST 5GHEDULE ON 5EE WALL STUD 5GHEDULE PLYWOOD OR
SHEET A-13) _- - ON SHEET A-13) 1/16' O5B
DECKING
6'-0' TO 34'-3"
i; FLOOR FRAMING PLAN 2 FLOOR DECK PLAN
NOTE:
I. DOUBLE WALL STUDS SHALL BE FASTENED
T06ETHER PER F.B.G. FA5TENIN6 5GHEDULE.
V 2. EXAMPLE DRAWI1465 ARE OF A 20' LENGTH UNIT
3. DOOR AND WINDOW LOGATION5 MAY VARY
24 TOP PLATEx SLOPE
SLOPE
g
2x RAFTERS AT
24" U.G. (SEE END
s 2x4 5.Y.P. "1 GABLE RAFTER
PURI_INS Al' SCHEDULE ON R—
24' O.G. RID6E SHEET A-13)
PRE-ENGINEERED
TRUSSES AT 24'
O.C.
SLOPE———— l SLOPE - -- — —
s
A-6 END SABLE WITH RAFTERS
NOT TO EXGEED 14'-0' IN LENGTH
END GABLE
wlni A-'iRU55 ROO_ F FRAMING PLAN
ROOF FRAMING PLAN
4
AA-1 56Aff 3/I6" = I'-0" ^
3
A-lj SCALE: 3/16" = I'-O"
THESE PLAN5 WERE DE516NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING 1702
C{C1"I,4" - DIXON, P-E. BENNETN BUILDING SYSTEMS
GABLE SEED FLAWS
r:
END
ROAD v 7
ALI W631 MS# 19034 K51 211g8 DIXON ENGINEERING, INC.
660
X-05TDIXOAIRLINE 30406
AONE: O m561215g2NG" 035985 6AO 031311 STRZMPAL EN5INEERM AND IN5H:(.TION -WA BNIS 1- b- PHONE: I-ale-552-1n1 WV"
011g36 TX" 104353 MD# 40405 10410 MAIN STREET PA"
Olg00g VA" 0455g3 TNONOTO A%A, FL 335g2 FLOOR AND ROOF FRAMING PLANS TN"
1121bi FL" 34222 VOICE: 813-982 9885 FAX: 813-g82-2306 OF
AREA
NDI
APPROVED"
DOCUMENT
STAMPS
11
I 1 JDAI 071/21/I5REVISED PER GOMMENT5 REV I
BY I DATE DE54RIPTION 5T OF
140 M.P.H. D TE:
06/211/15 SHEET D BY:
GNO CHECKED BY:
TAD ®' SCALE: AS
NOTED W.O.
NO: 550-021 l OF 21_
Elm
I
2x RAFTERS AT 2'-0"
O.G. SEE SIDE GABLE
RAFTER SCHEDULE ON
SHEET A-13)
P 106E
SLOPESLOPE
12 4.05 FOR 96" WALI_
5.01 FOR 81" WALL
2x4 OP PLATE
I ,1 20 6A. x 2" STRAP
INSIDE AND OUTSIDE
i OR 3" STRAP ON ONE
e j SIDE OF ENDWALL5
TYPICAL. ATTACH
m
i
STRAP WHERE
I
i GROSSES STUDS W/ (2S /
i,8d NAILS TYP.
eA- J
51DE GABLE W/ RAFTER
ROOF FRAMING PLAN
A-2 5ABLE: 5/16° = 1'-0"-- -
NOTE:
FOR ALL FA5TENIN6 OF FRAMING
MEMBERS NOT NOTED ON TI-II5
SHEET REFER TO FA5TENIN6
SCHEDULE ON SHEETS C-4 THRU G-6
AN
1'-II" SHED .ENDWALL
WITH NO OPENING
4 -WALL FRAMING
A-2 SCALE: 1/4° = I'-O"
20 GA, x 2" STRAP 1
INSIDE AID OUTSIDE
OR 3" STRAP ON ONE 4
51DE OF ENI>WALL5 A-1
TYPICAL, ATTACH
STRAP TO WHERE IT EO. 48"
GR055E5 STUDS W/ (2)
8d NAILS TYP.
q,
48" HINGED
OR ROLL -UP
DOOR
5'-II" 5HED ENDWALL
WITH NO OPENING
WALL FRAMING
A-2 GALE: i/4" = I'-O"
12 5.03 FOR 96" WALL
3.19 FOR 81" WALL C
l 2x4 KING
5"fUD 1YP.
2,4 JACK -,,,
Ell 5TUD TYP
1'-11" SHED ENDWALL
WITH 4'-0" DOOR
5 WALL FRAMING
A-2 SCALE: I/4" = I'-O"
KOWA
5'-IP 5HED ENDWALL
WITH 2'-8" DOOR OPENING
3 WALL_ FRAMING
A-2 5GALE: U4" = I'-O°
60" HINGED OR
ROLL -UP DOOR
5HED ENDWALL
WITH 5'-O" DOOR
6 WALL FRAMING
A-2 SCALE: 1/4"
THESE PLAN5 WERE DE516NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDIN6 CODE, 5UILOIN6 FO* i EL 19 eI ST QF
i°° V 4B 4. DIXON, . .
DIXON ENGINEERING, INC.
5TF4K TWAL EM11,ERK, AND INSPECTION -CAA 4145
MAIN 5TREET
THO(05A55A, FL 33592
V01GE: 813-982-9885 FAX: 813-982-2306
BENNETT BUILDING SYSTEMS
END GABLE 5HED PLAN5
1b60 DIXON AIRLINE ROAD
AUC,I! TA, 6A 30906
PHONE: I-418-552-li-1-1
0:
7P; ST E-O
0 '•, ,c
Z
4! zALp30631M5r19034KSr21198
SGM 21592 NCN 035985 6AN 034311
WVr 011936 TXu 104353 MDr 40905 110410PAr014" YAM 045593
TNN' 112161 FLO 34222 i,sS'°•. O,R % FRAMING AND ENDWALL DETAILS
u
APPROVAL STAMPS
I JDA Ol/21/IS REVISED PER COMMENTS
REV I BY I DATE I DESCRIPTION
140 M.P.H.
ATE 06/29/15
DRAWN BY: GNO
CHECKED BY: TAD
56ALE: AS NOTED
W.O. NO: 530 021
SHEET{
8 OF 21
I2j 2.42 FOR 96' WALL
I3,02 FOR 81" WALL
20 GA..x 2' STRAP
IN51DE AND OUTSIDE
OR 3" STRAP ON ONE
51DE OF ENDWALL5
TYPICAL. ATTACH
STRAP TO WHERE IT
6 6RO55E5 STUDS W/ (2)
8d NAILS TYP,
9'-II" SHED ENDWALL
WITH NO OPENING
WALL FRAMING
A-3 SCALE: 1/4" = 1'-0"
NOTE:
FOR ALL FASTENING OF FRAMING
MEMBERS NOT NOTED ON TH15
SHEET REFER TO FA5TENIN6
56HEDULE ON SHEETS 6-4 THRU 6-6
4
A-1
60" HINGED OR
ROLL -UP DOOR
9'-II' SHED ENDWALL
WITH 5'-0' DOOR
3 WALL FRAMING
A-3 SCALE: 1/4' = 11-0"
THESE PLAN5 WERE DE5I6NED It
T IC M14 64.®I>C
ALN 3M31 M50 14034 K50 21198 DIXON ENGINEERING, INC.
SGN 21 A2 NGN 035985 GAN 034311 5WTLM EMI*ERI% AND INSP MI&I - GOA 0145
hVN 071936 TXN 104353 HDN 4005 10410 MAIN 5TREET
PAN 019000 VAN 045593 TH040705A55A,FL 33592
TO 1121b1 FLN 34222 _ VOICE: BI3 982- I885 FAX: 8I3-9B2-2306
1
9--II' SHED ENDWALL
WITH 4'-0' DOOR
LL FRAMING
A-3 SCALE: I/4`
12 2.10 FOR 96" WALL72.63 FOR 81' WALL
LffON
A. x 2" 5TRAP INSIDE
OUTSIDE OR 3" STRAP
NE SIDE OF ENDWALLS
AL. ATTACH STRAP TO
E IT GR055E5 5TUD5
8d NAILS TYP. 1
it
II'-5" SHED ENDWALL
WITH NO OPENING
4 WALL FRAMING
A-3 SCALE: I/4" = I'-O"
NG F
AREA FOR ;? I MI,I--
NDI
APPROVED"
DOCUMENT
m m
4f
Sp
a"
m
DY DATE
S viDESGR PTIONSED
PER S
IG _fr h n M P I -I
ACCORDANCE WITH THE 2014 FLORIDA MILVNVV c.wc, BUILDI
6ENNETT 6UILOING SYSTEMS
s ATE: 06/2G/I5 SHEET
END GABLE SHED PLAN5
DIXON AIRLINE ROAD
DRAWN E3Y:
BY:
GNO
1 AD
1`
1660 p :"" $T OF iG GHEGKED
A1XTA, GA 30906
PHONE: 1-418-552-11-1 0 • T 5GALE: AS NOTED
ENOWALL DETAILSW.D.
O R,
N0: 530-021 G OF 21
12 2.10 FOR %" WALL
2.63 FOR 81" WALL
II'-5" SHED ENDWALL
WITH 4'-0' DOOR
L FRAMING
A-4 SCALE: I/4" = I'-O"
NOTE:
FOR ALL FASTENING OF FRAMING
MEMBERS NOf NOTED ON THIS
SHEET REFER TO FA5TENIN6
SCHEDULE ON 5HEET5 6-4 THRU G-6
II'-5" SHED ENDWALL
WITH 6'-0' DOOR
3 WALL FRAMING
A-4 SCA= I'-O"
II'-5" SHED ENDWALL
WITH 5'-0" DOOR
2 UJAI.L FR14MING
A-4 SCALE:1/4' I'-O"
II'-5' SHED ENDWALL
KITH OPTIONAL W-O" DOOR
WALl. FRAMING
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FO*- i 6L WW.09c
BENNETT BUILDING SYSTEMS
4
TI OI`1,6 4. I X N I-. i END &ABLE SEED PLA115
ALN 10631 M5N W03q K5N 21198 DIXON EN61NEERIN6, INC. Ibbo DIXON AIRLINE ROAD
GA 30906 9 , 15CN21592NGN03Yi85GAN0343115TRUGTLRkEWAfERI% AND IN`4 GTION - WA BR5 AWU5TA, S TA F :
WVN O11936 TXN 104553 MOO 40gO5 MAIN 5TREET PHONE: 1-418-552-1111
PAN Olgooq VAN 045513 110410TIONOT05A55A, FL 335g2 ENDWALL DETAILSTNN112161FLN34222VOICE: 813-g82-g885 FAX: 813-g82-2306
T
FOR APPROVAL STAMPS
NDI
APPROVED„
DOCUMENT
I I I JDA 10-1/21/15 (REVISED PER COMMENT5'
lPEl/lE3Yl DATE I DESCRIPTION 11
M.P.H,
gXTEa O6/29/15
DRAWN BY: GNO
GIWCKED BY: TAD
SCALE: AS NOTED
W.O. NO: 530-021
SHEET
A - 4
10 OF 21
II'-5" SHED ENDWALL
WITH 4'-0" DOOR AND WINDOW
uJ4LL FRAMING
A-5 SCALE: V4" = I'-O"
EXAMPLE l'-II"
QUIP...LW-2 5H vit
END GABLE
ELEvATION
t5. SCALE: 1/4" = 1'-0"
2, RAFTERS (5EE 51DE GABLE
RAFTER 5GHEDULE, 5HEET A-13)
WINDOW 51ZE MAY VARY, NOT
L j,
TO EXCEED SIZE SHOWN.
OPT. Ix4 S.Y.P. #2 BELT RAIL
36' O.G. FOR USE W/ DUTCH
LAP 29 6A PANEL FASTENED
W/ (3) 0.131 x 3" NAILS AT 1
EACH STUD -J--1
20 6A. x 2" STRAP ON
ONE 51DE OF SIDE
WALL5 FOR ALL
INIDTHS TYPICAL
2x FLOOR JOISTS
SIDING SEE 5HEARWALL TABLE
ON SHEET A -II FOR NOTES AND
FA5TENIN6
C56E DETAILS ON SHEET A-15 FOR
OR FRAMING ELEVATIONS. /f
ti
FOR APPROVAL STAMPS
36-48" - 5/A-1 1260" - 6/A-1 0.94-3.15 FOR 81' WALL NDI96" - 1/A-1 0.15-3.0 FOR 96" HALL II APPROVED"
48", 60" OR 96'
51DE 6ABLE
2 I iALL FRAMING
A-5 SCALE: 1/4" = 1'-0"
SIDE GABLE
4 ELIVATION _
c
c
WINDOW AND DOOR —
LOCATION MAY
VARY _
NOTE:
FOR ALL FA5TENING OF FRAMING
MEMBERS NOT NOTED ON THI5
SHEET REFER TO FA5TENI%
SCHEDULE ON SHEETS CA THRU G-6
12 0.44-3:15 FOR 81" WALL
0.15-5.0 FOR 96" WALL
THESE PLANS WERE DES16NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FO*
THOM46 4 1: <CN r EN
BENNEBUILDING SYSTEMS ° END
GABI-E SHED PLANS AL#
30631 H60 IW34 K51 21198 DIXON ENGINEERING, INC. I660 DIXON AIRLINE ROAD ='O 560215g2
NGt 035*5 6At 034311 5TROGTI k EN611€ERIN6 Atli INSPECTION - GOA Bi95 AUGUSTA, GA
3090b O. S T W F
A
01193b
TXt 104353 MIA 40905 10410 MAIN STREET PHONE: 1-
415-552-11-I1 PAt 019004
VAt 045543 THONOT05A%A, FL 33592 i SS'`' R:••'• TNt 112761
FLt 34222 VOICE: 813-982-9885 FAX: 813-982-2306 ELEVATION AND DETAILS II 1
1 JDA I Ol/21/I51REVI5ED PER COMMENT51 R( Ev
IBY—1 DATEI DE5GRIPTION OF 140
M.P.H. ATE: 06/
29/15 DRAWN BY:
CNO GNEGKED BY:
TAP SCALE: A5
NOTED W.O.
NO: 530-021 SHEET A-
rp
II OF
21
3q FOR 5-II"
3A"Iq FOR 'I' -I I"
3.02 FOR q'-II"
2.10 FOR WQ
2x4 PURLIN FASTENED
I IN (31 0.131 x 3" NAILS
I AT EACH TRUSS
I I
PRE-EN61NEERED
t
I I
TRU55
ST I i
I I
1 I
1 i
I I
6
END GABLE
A_qWITHPRE-EN6INEERED TRUSS
SECTION EXAMPLE W-5"
A-6 SGALE: 1/4' = I'-O' BUILDIN NILDINN6SHOWN
12,
3.02 FOR V WALL
WALL
12
2.63 FOR LN" WALL
2.10 FOR W WALL
I 2x4 TOP
I PLATE
I
I I
12x RAFTER
I I
I I
I I
I I
I I
I 1
I I
I I
IWILE TH
RAF ERS- SEC%
ION 2A-
6A-BSGALE: 1/4" = 1-0= -0' NOTE:
FOR
ALL FA5TENIN5 OF FRAMING MEMBERS
NOT NOTED ON THI5 SHEET
REFER TO FA5TENIN6 5GHEDULE
ON SHEETS G-4 THRU C-b 12
3.
1q FOR 01" WALL 12 4.05 FOR qb" WALL FOR
qb" WALL 1IIIIIIII
m -15.
0-7 FlIiIIIIiI
OR
51" WALL I
II i
I I
I a
1'-
II" END GABLE- WITH
RAT-TER5 3
SECTION _ A-
6 SGALE: 1/4' = 1'-O" p_
q A-q T-
II" END CABLE HITH
RAFTERS sC
I I ON 4A-
6 SCALE: 1/4' 0 1'-0" V-
11" END GABLE 5
WITH
RAFTERS SECTION
A
THESE
PLAN5 WERE DE516NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FOf` BENNETT
BUILDING SYSTEMS r r i
END GABLE SHED PLAN5 ALN
30631 M50 IgO34 K511 211gb DIXON ENGINEERING, ING. IbbO DIXON AIRLINE ROAD 5CN
215g2 NGN 035gb5 60 034311 5TRl WAL EWI EERI% AND IWAT-CTIM - 60A BIg5 AUCL6TA, GA 30q% p W#
0TIg36 TXN 104353 MON 40g05 10410 MAIN STREET PHONE: I-418-552-11TT 0, PAN
OlgOOq VAN 0455g3 THONOT05A55A, FL 33542 CROSS-
SECTION DETAILS 7NN112161FLp_34222 VOICE: bl3-qb2-gbb5 FAX: 5I3-qb2-2306 FOR
APPROVAL STAMPS NDII
APPROVED"
DOP
MENT JDA
01/21/15 REVISED PER COMMENTS REV
I BY DATE DE51-RIPTION UST
OF 140 Pl f.H. i
DATE Ob/2q/15 SHEET D '
AWN BY: GNO AA,
GNEGKED
BY: TAD A - 6 SGALE:
AS NOTED iRii
W.
O. NO: 530-021 12 OF 21
a QG.
Q0.120x3" NAILS
12" OG
STA66ERED b"
2) - 2.4 OR 2.6 5.Y.P. #2 P.T.
BUILDING SKID
I ISOMETRIC
A-1 5GALE: I"= 1'-0"
R\E5JP j
SPLICE AT 12" O.G. MINIMUM WITH
b) 00.120x3" NAILS EACH SIDE.
TYPJ
1 112" NOTCH
2x FLOOR JOIST (3)-#bx3" WOOD SCREWS
AT 16" OG OR (0-3/8"x4" LAG
2) P.T. 2x4•
50REW, TOE -NAILED AT
OR 2x6
SKID EACH J015T TO SKID
CONNECT
SPLICE AT 4'-0" O,G. WITH (6) SKID TO J015T
O. 0" NAILS EACH SIDE.
3 ®E T q I6A-1 SCALE:rII- = I'-0"
2x4 LAID
FIAT
P.T. 4x6
4x6 5.Y.P, n2 P.T.
BUILDING SKID
2 ISOMETRIC
NOTE:
FOR ALL FASTENING OF FRAMING MEMBERS
NOT NOTED ON THI5 SHEET REFER TO /'
FASTENING SCHEDULE ON 5HEET5 G,A THRU 6-6
THOM46 A
ALM 30631 h5e 19034 K5r 21198
50 21512 NGe 035985 GAS =11
011936 TX4 104353 KA 40905
PAS 019001 YAM 045593
TN# 11216I FLN 34222
5) 0.131mx3" NAILS EACH
END OF HEADER ALL
ENDWALL5 4 WHEN PANEL
SIDING 15 USED IN SIDE WALL
5) 0.131 x 3" NAILS EACH
END OF HEADER WHEN STEEL
STRAPPING 15 USED UNDER
ALUMINUM OR STEEL. SIDING
SIDE WALL HEADER ONLY
4 DETAIL
2)-2x4 LAID
2) - 2x6 WITH 112"
CONT.PLYWOOD
b) 0.131mx3" NAILS EACH END
OF HEADER. ALL ENDWALL5 4
WHEN PANEL SIDING 15 USED IN
SIDE WALL.
11) 0.131 x 3" NAILS EACH END
OF HEADER WHEN STEEL
STRAPPING 15 USED UNDER J
ALUMINUM OR STEEL SIDING
2) 2"xb WIfT I PAZER^^'
DOOR HEADER Q
6 DETAIL _
A-1 5GALE: 1/2" = 1'-0-
4) 0.1310x3" NAILS EACH END
OF HEADER ALL ENDWALL5 4
WHEN PANEL SIDING 15 USED IN
SIDE WALL
8) 0.131 x 3" NAILS EACH END
OF HEADER WHEN STEEL
STRAPPING 15 USED UNDER
ALUMINUM OR STEEL SIDING
SIDE WALL HEADER ONLY
2) Vx4" FLAT 4) 2"x4"
DOOR ERDOOR
DOOR
HE,
DOOi
SCALE: 1 1'-0. A-1 SCALE: I/
NOTE:
USE 18A FROM FASTENING SCHEDULE FOR
ATTACHMENT OF BUILT UP HEADERS ,J
THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING
DIXON, P.rm_
DIXON ENGINEERING, INC.
IIMZTWA1 MKERINS AV WPECTIQN - GOA 8195
10410 MAIN 51REET
THONOT05A55A,FL 33542
VOICE: 813-982-9D85 FAX: 813-982-2306
4)-2x4 LAID
8) 0.131Vx3" NAILS EACH END
OF HEADER ALL ENDWALL5 4
WHEN PANEL. SIDING 15 05ED
IN 51DE WALL5
14) 0.131 x 3" NAIL5 EACH
END OF HEADER WHEN STEEL
STRAPPING 15 USED UNDER
ALUMINUM OR STEEL 51DING
SIDE WALL HEADER ONLY
BENNETT BUILOINdx SYSTEMS
END GABLE SHED PLAN5
1660 DIXON AIRLINE ROAD 9
A 6L) TA GA 30906 9 :,
PHONE: 1-418-552-1117 C O
DETAILS
AREA FOR APPROVAL STAMPS
NDI -
APPROVED"
DOCUMENT
I I JDA 101/21/15 I REVI5ED PEP COMMENT51
DATE I DESCRIPTION
M.P.H.
DATE: 06/29/15
DRAWN BY: GNO
GHEGKED BY: TAD.
SCALE: AS NOTED
W.O. NO: 530-021
SHEET
A-1
13 OF 21
3) 0.151 X 3" NAIL5 33 K51 STEEL 5TRAPPIN6 -
FROM STUD TO Qj 2x SPLICE MUST BE WRAPPED AROUND
SPLICE CONNECTOR CONNECTOR AND ATTACHED TO END
BELOW J015T A5 5HOWN TYPICAL.
0 0 0 o ATTACH U511,16 (4) 8d NAILS
00 0 0 00 00
INTO SIDE GRAIN OF
MEMBERS AND (2) INTO TOP
GONTIMJOUS 2x PLAN VIEW OF MEMBERS
TOP PLATE
PRE ENGD INEEREABOVE
TRUSSES
OR RAFTERS V(
CONTINUOUS 2x i
6TOP PLATE 48"
LONG 2x SPLICE
5TUD5
5PLICE LOCATION (8) 16d NAILS EACH
51DE OF SPLICE
ALTERNATEf . I SPLICE
CONNECTION 1
DETAIL _ A-
8 SCALE:I Ill" = 1' O" x
6" x 0.036" GALVANIZED
STEEL
PLATE OR
EQUIVALENT NOTES:
I.
3' x 6' x 0.036' PLATE OR EQUIVALENT SHALL BE FASTENED TO EACH WALL
OR SEGMENT OF WALL BY (6) 8d NAILS OR EQUIVALENT, PROVIDED THE
RAFTERS, JOISTS OR TRU55E5 ARE CENTERED OVER THE STUDS WITH A TOLERANCE
OF NO MORE THAN I" PER 2308A.2.1 OF F.B.G. THESE
PLANS WERE DE51 f-
PULI- BLOGK ATTACHED W/ (6) Q
0.131 x 3' NAILSAT EACH SKI~SKiBiN17R
1 -!
2" WIDE BY 3/4" OR 1-
112" DEEP NOTCHES ENTIRE LENGTH
OF SKID TO AGCOMMODATE FLOOR
JOISTS IF
REQUIRED (TYP) END WALL
2x4 J015T5 TYP. END OF
SKID DETAIL A
8
SCALE:1 1/2" = 1'-0' 2x4 P.
T. FLOOR J015T W/ 2) 0.
131"(P x 3" 6UNNAIL5 INTO EACH
SKID 2x4 P-
T. END JOISTS ATTACHED WITH
IOd NAIL5 AT 8"
O.G. STAGGERED K51 STEEL
5TRAPPIN6 TAGHED AS
DESCRIBED IN TAIL 2/
A-8 TYPICAL. 2) 2x6
P.r. END JOISTS ATTACHED WITH
IOd NAILS AT 8"
O.G. STAGGERED AND W/ (2)
0.131"<P x 3" 6UNNAIL5 INTO EACH
SKID SIDE WALL
I END WALL
2x6 JOISTS TYP. CORNER CONNECTION
END OF SKID A DETAIL
4
DETAIL AA-8
SGALE:1 I/2" = I'-O" A-8 SCALE; 1 1-= I'-
O"
TYPICAL FASTENING
U51N6 Sd COMMON NAILS. USE (2)
8d NAILS INTO STUD ON EACH SIDE OF MEMBER AND (
2) 8d NAILS INTO TOP PLATE TOP PLATE
WALL 51UD
STEEL 33
K51
STEEL STRAP F[NOT ATTACHMENTTO
TOP PLATEALL FA51"ENING OF FRAMING MEMBERS 5 DETA
I OTED ON THI5 SHEET REFER TO ALE:1
1/2" = I'-O" ENING SCHEDULE ON SIIEE ,5 G A-TFPP IN ACCORDANCE
WITH THE 2014 FLORIDA BUILDING CODE, BUILDING TH®M,
46 4, DIXON, P.E. ALM 30631
M50 19034 K51 21198 DIXON ENGINEERING, INC. 5C1 21592
NCN 035985 GAN 034311 51W. jLRAL EN611 ER N6 AND INS ECT ON -CAA 895 WVN 011936
TO 104353 MDN 40905 10410 MAIN STREET PAN O19009
VAR 0455,13 THONOT05A55A, FL 33592 THN 112161
FI 0 34929 VOICE: 813-982-9885 FAX: 613- 182-2306 BENNETT BUILDING:
SYSTEMS END GABLE
SHED PLANS _L-TAr
i. 1660
DIXON
AIRLINE ROAD /Al)a6TA,
GA 30906 ! 0 F PHONE:-418-
552-1111 i DETAILS C-
6
AREA FOR
NDI APPROVED"
DOCUMENT
n
STAMPS
II
I
J JDA 101/21/15 REVISED PER COMMFNT51 IPEVIBYI DATE
I DESCRIPTION M.P.
H. DATE: 06/
29/15 DRAWN BY:
GNO CHECKED BY:
TAD SCALE: AS
NOTED W.D.
NO: 530-021 SHEET A ®
5
14 OF
21
GA STEEL PANEL
METAL DRIP EDGE
W/ 0.113 x 2' NAILS
AT 4' O.G. AT _PRE-ENGINEERED
ABLS AND EENDTRUSSEAVES 5)-
m.
1200" NAIL5- 12"x1.5" 20 6A. STRAP WITH FROM TRU55
TO Qlq 1.15" STAPLE OR STUD EQUIVALENT -
4 STAPLES INTO TOP PLATE
AND 41NTO STUD OR SIMP50N
H3
OR EQUIV. WITH SIMP50N K3
ON 4) Sd NAIL5 INTO EACH SIDE. IN51DE AND
STRAPS AND TIES MAY BE. OUTSIDE PLACED
PLACED ON INSIDE OR NALLY OUTSIDE
OF STUD) WIA60 8dx1.5` NAILS INTO
SOLE PLATE AND (
4) STUDS INTO STUD.
lh PLYWOOD
OR
C" WITH m.113x2
3/8" RING SHANK NAIL5 AT
6' AT ED6E5, 12" O.G.
IN FIELD 318"x4'
LA6 )5GRENAT 24' O.G. BETWEEN 5TU
2x FLOOR JOI5T FROM BOTTOPLATE
TO RI2xRIMJOIST4) m.
1200' NAIL5 FROM
RIM TO FLOOR
J015T TRU55 SmrTION EE
DETAIL5
243 ON SHEET A-10 FOR OPTIONAL TUD TO
FLOOR 5Y5TEM ATTACHMENT 1/16"
05D OR PLYWOOD SI IF_ATHING FASTENED WITH
8D COMMON NAILS AT RAFTER NOTCHED
6" O.
G. IN FIELD AND ED6E5 TO RECEIVE
TOP WITH A5TM
D 1155 GLASS H OR A5TM D PLATE 3I61
GLASS F ASPHALT 5HIN6LE5 OVER APPROVED UNDERLAYMENT,
METHOD OR DE516N AS
DE5CRIBED UNDER GENERAL NOTES 12
THRU 15 ON SHEET C-3 f A 1)-
m.
120x3' NAILS FROM RAFTER
TO STUD 2x
RAFTERS (5EE RAFTER SCHEDULE, 1 SHEET A-
13) f 12"x1.
5" 20 6A. WITH Olq
1.15" E OR EQUIVALENI
STAPLES INTO '
PLATE/RIM
ANC 5TAPLE5INTO STUD
2x FLOOR
J015T 7v RIM
17I',T RAFTER W/
OPTION 5TRAPPI% AT
FLOOR SECTT ON
I A-
SCALE: 3/4" = l'-O" NOTE: I.
SIMPSON
OR EQUIV. TIE-5 AND STRAPS MAY BE PLACED ON INSIDE OR OUTSIDE OF - STUD, WITH
THE EXCEPTION OF THE H3 GL.IP OPTION CONNECTING THE 501-E PLATE 1.0
STUD, WHIGH MUST BE PLACED ON THE INSIDE AND OUT5IDE OF THE STUD. 2. CLIPS,
STRAPS, AND 51-REW5 SHOWN ARE FOR USE WHEN ALUMINUM OR 1000 VR 510IN& 15
APPLIED TO BUILOIIT6YZA IN6N`J , M OPPLATE3FORALL
FASTENINGOF FRAMING MEMBERS NOT NOTED ON T1i15 SHEET REFER "TO FASTENING SCHEDULE ON
5HEE15 G-4 THRU C-6 - . -111 SEE SHEET A-
5 FOR OPTIONAL FOR USE KITH
2ci GA STEEL B EEL PANEL
SfP1
9 I THESE PLANS WERE
DESIGNED IN ACGORDANGE WITH THE 2014 FLORIDA BUILDING GORE, BUILDING F04- jkI ELE oUE I Ho 4s
4. DIXON I=. - BENNETT BUILDING: SYSTEMS END GABLE SHED
PLANS 1660 DIXON AIRLINE
ROAD A116L TA, 6A
30906 PHONE I-418-
552-11n p : 9'•, O
i
sOF
ALN
30631 M5N
1g034 K5N 21198 56 21542 N(.
N 035g85 6AN 0343.11 WVI OTg36 TXN
104353 MDN 4OgO5 PAN O1g009 VAN
0455g3 TNN 112161 FLN
34222 DIXON EN6INEERIIJ&, INC.
5TRI1CIWAL EWIWERIN6 AND
INSPECTION -COA W5 10410 MAIN STREET
THONOT05A55A, FL 335g2
VOICE: 813-q82-
g885 FAX: 8I3-qB2-2306 i R 1 ,.•'
WALL SECTION DETAILS
AREA NDi - APPROVED"
DOCUMENT
STAMPS
l
JDA
I
O-I/21/15 REVISED PER (,OMMENT5 REV BY DATE
I DE5GRIPTION OF IPO M.
P.H. DATE: 06/2q/
15 DRAWN BY: GNO
NECKED BY: TAD
SCALE: A5 NOTED
W.O. NO:
530-021 SHEET A -lb
15
OF 21
24' x 15' 20 6A. —
STRAP W/ (N 019 1.15"
STAPLE EACH END OF
STRAP FROM POST TO
TRU55. WHERE THERE
IS NO P05T STRAP
PERMITTED TO WRAP
AROUND TOP PLATES.
U5P STRUCTURAL -
GONNEGTORS
PAU44-TZ HI6H
CAPACITY W/ 5/b"
LAG 5GREW INTO
JOISTS AND (12) Ibd
NAIL5 AND (2) 1/2"
BOLTS INTO P05T
TYP. TOP AND
BOTTOM
29 6A. STEEL
PANEL
PRE-ENGINEERED
TRU55
S( Qi
2) 0.120 x 3" NAI
TOENAILED FROM
TRUSS TO PLATE
2) M8 x 3" WOOD
SGREH5
4"x4" P05T
I Yq" DEGK BOARD,
2'X6" BLOCKING
METAL DRIP E06E
W/ 0.113 x 2" NAILS
AT 4" O.G. AT \
GABLE ENDS AND
EAVES
24" x 1.5" 20 GA. —
STRAP W/ (9) 1 1/2" IOD
NAILS EACH END OF
STRAP FROM POST TO
TRUSS. WHERE THERE
15 NO P05T STRAP
PERMITTED TO WRAP
AROUND TOP PLATES.
4) (0.120x3"' - --- --jamNAILSFROMRIM -1
TO FLOOR J015T
2x RIM J015T - M8X2" GALVANIZED
PORCH
SGREW5, (2) AT EACH
ATTACHMENT CONNECTION
SECTION
A-10 SCALE: 3/4"-= I'-O"
WAS' 20 6A. STRAP
WITH 1 Y2" IOD NAILS
OR EOUIVALEM'- 3
RAILS INTO RIM, 2
NAILS INTO L30TTOM
PLATE, 5 NAILS INTO
STUD 2x FLOOR JOIST
FLOOR DEGKIN6 2x RIM J015T
OPTIONAL 5TRAPPIN6
STUD TO BOTTOM PLATE AND RIM
SECT ION
OPT. TRU55
ATTACHMENT
5 aECT I ON
A-10 SCALE: 5/4" = 1'-0"
ONTH15
F FRAMING MEMBERS
QEET REFER TOONSHEETSG-4 TI-IRU G-b
29 6A. STEEL
PANEL
PRE-ENGINEERED
TRU55
2) 0.120 x 3" NAIL5
TOENAILED FROM
TRU% TO PLATE OR
2) M8 x 3" WOOD
SCREWS
STUD5
STUDS
4
A-10
FLOOR DEGKIN6
t7'2x FLOOR J015'
2x RIM JOI5T
BOTTOM PLATE
OPTIONAL ATTACHMENT
2 SECTION
A-10 SGALE: 5// = I'-0"
W.120x3" NAILS AT 12" 3/E X4" LA6 56REW AT
O.G. INTO RIM JOIST 24" O.G. INTO RIM JOIST
WALL STUDS
BOTTOM PLATE
TO RIM JOIST DETAIL
4 PLAN VIEW
A-10 SCALE: 3/4" = I'-O"
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FOfyi`-
rH®M,4B ®I (N BENNETT BUILDING SYSTEMS
END GABLE SHED PLANS
1660 DIXON AIRLINE ROAD p' AL• 30631 1150 19034 '9 21198 DIXON EN6INE.ERIN6, ING.
SCR 21542 WI 035985 GAM 034311
WO O11936 TXM 104353 MDM 40905
STFZTW 1 E%IWEH% AND lWffCTM - 60A 8195
110410 MAIN 5TREET
AL -A TA, GA 30906
PHONE: 1-418-552-1111 9O
PAR 0-19009 VAR 045593
TNM 112161 FI 0 34222
THONOT05A%A, FL 33592
VOICE: 813-982-9885 FAX: 813-982-2306 f WALL SECTION DETAILS
OF
AREA FOR APPROVAL $T
NDI -
APPROVED"
DOCUMENT
1 I JDA I 0-1/21/151 REVISED PER COMMENTS 1
REV1 13Y I DATE I DESCRIPTION
H.
DA : 06/2105
WN BY: GNO
GHEGKEP BY: TAD
SCALE: AS NOTED
W.O. NO: 530-021
SHEET
I6 OF 21
I
SHEARLJALL CHART
BUILDING
WIDTH
OPENING
WIDTH
C1AX_ WALL L FNGTHBY MATERIAL
WIT ALUMINUM'
OVER 5TEEL
STRAPPING
1/I6, 0.5.6.
UNDER VINYL
SIDING 2-Ivlo
5/8" LP
5MART51DE
PPE615ION
PANELS"'q
111/32" TI-II41
DUTCH LAP 29
GA PANELS
OVER STEEL
STRAPPING
5/I6°
GEMPANEL6,9
5'-II"
NONE
3'-0" MAX.
Il'-g" Il'-g" Il'-g"
M
III -IT,"
10'-0"
NONE
23'-g" 23'-g" 23'-g" 23'-g" 23'-9"
IS 10
14'-0' 4'-0"
9'-II"
NONE
2g'-g' 29'-g' 2g'-g" 29'-g"
19'-10"
4'-0"
5'-0"
II'-5'
NONE
34'-3"
34'-3" 34'-3"
34'-3" 34'-3"
22'_10" 4'-O"
5-0-
6'-0"
e'-O" 28'-0" 32-O" 12'-0"
NOTES:
55HEARRAALL I. O.ig ALUMINUM DUTCH LAP 510IN6 5HALL BE FA5TENED USING 08 x 3/4' WOOD 51-REW5 AT 5 1/2" O.G. ALONG FRAMING A5 PER MANUFACTURER5
IFICATICIN5 VERIFIED IN PERFORMED BY ENCON TECHNOL06Y
I I ABLE 2. l` b" 055 5HAALLL BEF A5TENED U5 NN6 8d COMMON OR DEFORMED NAIL5 AT 16" OC. IN FIELD AND 4" O.G. ALONG ALL PANEL E06E5 EXCEPT FOR
A -II 5CALE:N.T.5. I' -II" WIDE BUILDIN655 WITH -0' DOOR OPENING FA5TENIN6 MUST BE 5PAGED AT 6" D.G. N FIELD AND 3" O.G.
3. 5/5" LP 5MART5IDE PPEC1510H PANEL 1g0 5ERIE5 SHALL BE FASTENED U51N6 8d COMMON OR DEFORMED NAIL5 AT 6" O.G. IN FIELD AND 3" U.G.
ALONG ALL. PANEL ED6E5.
4. Ig/32" TI-II SHALL BE FASTENED U51146 8d GOMMON OR DEFORMED NAIL5 AT 6" O.G. IN FIELD AND 4" O.G. ALONG ALL PANEL ED6E5
5. DUTCH LAP 211 6A PANEL SHALL BE FASTENED U51N6 a8 x 3/4" WOOD 5GREW AT 6" O.G. IN FIELD AND E06E5 BASED ON MANUFACTURERS
SPECIFICATIONS.
6. 5/I6" CEMPANE-L SHALL BE FASTENED USING bd COMMON NAIL5 AT 4" O.G. EVERYWHERE
1. V-O" OPENING IN ENDWALL5 REQUIRE ADDITIONAL 20 6A x 1 112" STRAPPING FASTENED TO ENDWALL FRAMING IN51DE OR OUTSIDE A5 5HOWN IN
ELEVATION DETAILS TO ACHIEVE 34'-3' LENGTH IN II'-5" WIDE BUILDIN65
8. WINDOWS AND DOOR5 MAY BE LOCATED IN EITHER THE 51DE WALL. OR ENDWALL. DOOR5 ARE PERMITTED TO BE IN BOTH ENDWALL5 OR ENDWALL
r :SFID SIfIJE OML LIMpA IBNaOW'Tt'ID IOTA MEN510N' IN 510EWAV H ALL BE BA_,ED ON THE SHEARQWALLHEIGHTTOWIDTHRATIOOF35:1 AND SHALL NOT EXCEED (2/3) OF BUILDING LENGTH.
IT.FLA5HIN6 REQUIRED AT HORIZONTAL AND VERTICAL ABUTMENT JOINT5 5EE TYPICAL DETAILS ON SHEET A-14
10. INSTALL WATER RE515TIVE BARRIER GON515TIN6 OF I LAYER OF 15LB FELT PAPER OR OTHER APPROVED MATERIAL NMI FLA5HIN6 15 AlDE56RIBEDINNOTE6PERFBG1404.2, -
THOM46 4
ALI 50631 M50 19034 KSn 21190
568 215112 NGa 035g85 6Au 034311
O11g36 TXI 104353 MDo 40005
PAO 0lg00g VAO 0455g3
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING
I XON, P.rm.
DIXON EN6INEERIN6, INC.
5TR.GTWAL EWAN:ERW RD I05ftTION - LOA BN5
10410 MAIN 5TREET
THWT05A%A, FL 335112
BENNETT BUILDING SYSTEMS
END GABLE SHED PLANS
1660 DIXON AIRLINE ROAD
AU.-L6TA, GA 30406
PHONE: 1-416-552-1111
SHEAR WALL TABLE I
AREA FOR APPROVAL STAMPS
NDI -
APPROVED"
DOCUMENT
01/21/15 REVISED PER GOM
DATE DESCRIPTION
140 M.P
DATFOb/29/I5
AWN BY: GNO
GHEGY.EO BY: TAD
51-ALE: A5 NOTED
W.O. NO: 530-021
SHEET
A-11
I l OF 21
510E WALL
PORCH FRAMING DETAIL
SECTION
A-12 SCALE: 3/47= P-O'
OPTIONAL.
NOTE:
1. 5EE 5HEET5 A-9, AND A-10 FOR
PATTACHMENT
DETAILS. PORCH
FRAMING PLAN 2. 5EE SHEET A-1 FOR ANY a
PORCH OPTION FRAMING PLAN INFORMATION NOTE NOTE• HERE A-
12 SCALE: N.T.S. _Pp un 4p0./i THE5E
PLANS WERE DE5I6NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FO§: i LE$ THOMAS
A. DIXON F=S BENNEBUIL SYSTEMS =. ° i EN
END GA&.E SSHEDHED PLANS ALI3063-1
M5, 19034- K5* 21148 DIXON ENGINEERING, INC. 1660 DIXON AIRLINE ROAD = p 50 215412 NGu
035q 5 6A- 034311 5TTMTWk EWANEERIW AND WSPEGTIGH - COA 8N5 AllGYTA, GA 30?O6 ' 9 'LA' E O F Ws O1W36 TXI
104353 MDM 40905 110410 MAIN 5TREET PHONE:
1-418-552-1111 '•, ,c PA* 019009 VAl
0455413 THONOT05A55A, FL 335h2 i s . OR \ ,.• TNI 112161 FV
34222 VOICE: bl3-982-9885 FAX bl3-9b2-2306 PORCH FRAMING DETAILS i S f—AREA FOR
APPROVAL STAMPS I) NDI . APPROVED" DOCUMENT
I
I
I
FDA 1 01/21/151REVISED PER GOMMENT511 REV BY I
DATE I DESCRIPTION T OF 140
MP DAT : Ob/29/
15 SHEET 9RAWN BY: GNO
A A1': .10)
i CHECKED8TAD
56ALE: A5 NOTED
N.O. NO:
530-021 Ib OF 21 I
END GABLE RAFTER SCHEDULE
RAFTER 51ZE
MAXIMUM BUILDING LENGTH
24 in O.G.)
2x4 5.Y.P. #1
2xb S.Y.P. #I
2x8 5.Y.P. #1 12-10"
2AO 5.Y.P. #1 I51 JI FLOOR
JOIST SCHEDULE BUILDING
WIDTH MINIMUM J015T 51ZE 2x4
S.Y.P. #1 OR #2 l'-
II"I 2x4 5.Y.P. #1 OR #2 2x6
5.Y.P. #1 OR #2 II'-
5i34 2x6 5.Y.P. #1 OR #2 NOTES:
I.
5YP 41 W/ 1/16" 05B FLOOR OR 5/8" PLYWOOD FLOOR REQUIRED WHEN
J015T5 ARE 5PAGED AT 24" O.G. 2.
5YP NI W/ 1/16" O5B FLOOR OR 3/4" PLYWOOD FLOOR REQUIRED WHEN
J015T5 ARE 5PAGED AT 24" O.G. 3.
5YP NI W/ 1/16" 0513 FLOOR OR 5/5" PLYWOOD FLOOR REQUIRED WEN
J015T5 ARE .5PAGED AT 16" O.G. 4.
5YP NI W/ 5/8" PLYWOOD FLOOR REQUIRED WHEN .JOI5T5 ARE 5.
FLOOR J015T5 ARE DE516NED A5 ONE PIECE, NO SPLICE 5HALL BE PERMITTED.
UJALL
STUD SCHEDULE STUD
51ZE MAXIMUM
STUD LENGTH 24
in O.G.) 2x4
5.Y.P. #I 8'-O" THESE
PLANS WERE DE516NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDIN6 CODE, BUILDING FO*- P.
S. SYSTEMS BENNEBUILDING° THON146 4. DIXON, END GABLE SHED PLAIDS EN ALN30631
M5N 19034 K5112013 DIXON EN6INEERIN6, INC. 1660 DIXON AIRLINE ROAD p 56N 215g2 NGN
035g85 6AN 034311 STUTWA BWWERIW AND IWPECIM - GOA BIg5 AIX61,15TA, 6A 30gO6 PHONE: i-418-
552-llll STAT WN 01Ig36
TXN
104353 HO 40gO5 10410 MAIN STREET I PAN O,Ig00qVAN0455g3Tr+WTOSAfA, FL 335g2 SCHEDULE sst TUN u TAI
R N aaln VOICE: 813-q82-g885 FAX: 813-W-2306 LUMBER 4 FOR APPROVAL
STAMPS Y NDI APPROVED" DOCUMENT
I
I
I
JDA I Ol/21/15 IREV15EO PER COMMENT5I JREVIBYJ DATE I
DESCRIPTION DA : 06/2q/
I5 N BY: GNO
CHECKED BY: TAD
5GALE: A5 NOTED
W.O. NO:
530-021 SHEET 14 -13
Iq
OF 21
SIDING
BLOCKING
FLA51-IIN6
6ALV. OR ALUMINUM)
QLE d FLASH 5HIPLAP
HORIZ. WAIL JOINT
DETAIL
A-0
NO fE:
FOR ALL FASTENING OF FRAMING MEMBER5
NOT NOTED ON THI5 SHEET REFER TO
FASTENING 5GHEDULE ON SHEETS G-4 THRU G-6
TOP CHORD OF
TRU55
2) 0.131 x 3"
NAILS TOENAILE
FROM EACH SO
OF 511,10 TO TRl
2x4 VERTICAL
FRAMING AT 4E
O.G. MAX
2) 0.131 x 3" TI
NAILS (TOP ANI
BOTTOM)
I HOI i46 A
ALt 30631 M50 19034 KS1 21148
SGM 21NCO03598592 N5 6AN 034311
WA 011936 TXu 104353 MDt 40905
PAN 0-141" VAN,
SIDING
N6
5HIPLA5HIPLAP JOINT
DOUBLE TOP PLATE
END H**ALL AT OPT. PORCH
DS
A-14 SGALE:1 112" = I'-O"
SIDING
WALL STUD APPLY BUILDING PAPER
AND TREAT PANEL EDGES
WITH WATER REPELLENT
TT
REVERSE BOARD
AND BATTEN
I
WALL STUD BUILDING PAPER
WALL 517UD TI-II d CHANNEL
5HIPLAP 6ROOV
NOTE:
NAILING OF BOTH PANEL EVOE5 ALON6 5HIPLAP JOINT 15
RECOMMENDED. THE "DOUBLE NAILING" 15 REQUIRED WHEN
WALL 5E61-TENT MUST MEET WALL BRAGIN6 OR ENGINEERED
SHEAR WALL REOUIREMENT5-
VERT. WALL JOINT
2 DETAIL
THESE PLANS WERE DE5I6NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING
I XON, PEE.
DIXON ENGINEERING, INC.
51R XWA E%IPEEWNG NV IN5PE6lON - (.OA 8145 10410
MAIN STREET TfON0TO5A55A,
FL 33592 VnIGF:
813-482-4885 FAX: 813-982-2306 BENNETT
61JILDING SYSTEMS END
GABLE SHED PLANS 1660
DIXON AIRLINE ROAD AX*
USTA, 6A 30908 PHONE:
1-418-552-1111 DETAILS
ST
I'
1 I JDA I O1/21/15 IREVI5ED PER GOMMENT5I IREV113YI
DATE I DESCRIPTION M.
P.H. DA :
06/29/I5 BY:
GNO GHEGKED
BY: TAD 51-
ALE: AS NOTED NO-
NO: 530-021 SHEET
4 ®
1 4/, 20
OF 21
MATERIAL LIST
2x3 TUBE
4) -14'
3) 38 1/2'
3) 35 1/2"
4) 8"
44.5" 41.5" _
8l'xl5"R.0.
DOUBLE DOOR FRAME
DETAIL
15 SGALE:1/2' = 1'-O"
MATEI
2.25x.
2) l4
5) 4<
4) 8•
TYR
MATERIAL L15T
2.25x2.25 TUBE
4) 14"
3) 31 3/4'
3) 28 3/4"
4) 8"
41.25'
4Wx15"R.O.
DOUBLE DOOR FRAME
I DETAIL_
A-15 5GALE:1/2" = 1'-0"
AREA FOR APPROVAL STAMPS
NDI
APPROVED"
DOCUMENT
w
36.25" 1 L 53.25"
10.5" x 15' R.O.
DOUBLE DOOR FRAME
DETAIL
TYPICAL 510I1,16 TO FRAME FASTENING 6" O.G.
05E AER05HITH VERSA PIN FASTENER
2552 56 = .250 x .100 x 1 3/8"
2501 56 = .250 x .100 x 2" HELICAL
THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FOg SEA
7HQM®,a DIXON . BENNETT BUILDING SYSTEMS 4
4. END GABLE SHED PLAIDS
AL: 30631 M5r 19034 KSM 21148 DIXON ENGINEERING, INC. 1660 DIXON AIRLII$ ROAD
56 t 2"1592 NCa 035985 6A- 034371 ST14rTWAl BYAEERINS AND USFECTION - 60A BI95 AL&WA, GA 30906 T E OF
WA O1K136 TXO 104355 MDO 40905 10410 MAIN STREET PI IONS: 1-415-552-1111 40 •.
PAR O19009 VAi 045543
TNu 112161 FL 34222
THONOTO5A%& FL 33592
VOICE: 813-982-9885 FAX: 813-982-2306 DOOR FRAMING ELEVATIONS O fi G
01/21/15 REVISED PER COMMENTS
DATE DESCRIPTION
M.P.H.
DATE: O6/29/15
DRAWN BY: CNO
CHECKED BY: TAD
SCALE: A5 NOTED
W.O. NO: 530-021
SHEET
A-1E,
21 OF 21
REQUIRED INSPECTION SEQUENCE
Address: 11', C,85 E-
LECTRICAL PERMIT -- Min
Marx Ins ection Descrll tlon Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final Min
Marc inspection Descri tion Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final P
MECHANICAL PERMIT Min
Max Ins]peetion.Descrij2tion Mechanical
Rough Mechanical
Final Min
I Marc Gas
Unde Gas
Roug Gas
Final REVISED:
June 2014
THIS IN RUMENT PR PAR BY:
Name:
Address:
MARYANNE MORSEr SEMINOLE COUirry.
NOTICE OF COMMENCEMENT CL.r.Rl,, 11 CIRCUIT COURT & COOTROLLER
BK 8714 Ps 440 (1F'3s)
State of Florida CLERK'S Y 2016106269
County of Seminole
RECORDED 7. /1 ci 2016 11:49 a 29 AN
RECORDING FEES $10.00
Permit Number: Parcel ID Number: RECORDED BY hrlavnra
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if ailable)
GENERAL DESCRIPTION OF IMPROVEMENT:
1
OWNER INFORMATION:
Name: ,\e
PAddress:
c
Fee Simple Title Holder (if o er than owner) Name:
Address:
CONTRACTOR:
Name: —-
Address:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates
of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
U d penal 'es of perjury, I declare that I have read the foregoing and that the facts stated in it are true
t e best of my knowled a and belief.
L 1 (;t 1
Owners Signature Owner's Prinf d Name
Florida Statute 713.13(1)(g): " The owner must sign the. notrce of commencement and no one else may be permitted to sign in his or her stead."
State of 0' County of Se ry-il N U1-e The
foregoing instrument was acknowledged before me t 's ii"- ay of C " Q f v 20 ho
is personally known to me Name
of person making statement I '
iiAE. i L SCOTT OR
who has produced identification type of identification produced: c zrffubfic - Stale of Florida ANNETTE
SCOTT ar
Notary
Public - State of Florida i •
tviy Comm'ExpUes Jan 16, 2018 Commission #
FF 071760 Bonded
Tnrogh Wdonal Notary Assn. OCT
1, . ,%
E My Comm. Exptmsi Jan 16. 2018 Commission •
FF 071760 gh
Naliot aiN`? ssn XL
LER7C
7HE CIRC 0 RT AND COMPT
OLLE 1
2016 SEMIN
EC LOR 8Y
DEPUTY CLERK