RC-18-484 f
h
PermitNO. RC-2-18-484
�s*!ORS of Miami Shores VillagePermit Type:Residential Construction
10050 N.E.2nd Avenue NW
rte, Pen
� ' Work Classification:Shed
Miami Shores, FL 33138-0000 Permit Status:APPROVED
Phone: (305)795-2204
FtoRioA
Issue Date.3/20/2018 Expiration: 09116/2018
Project Address, Parcel Number Applicant
103 NW 97 Street 1131010260090
Miami Shores, FL 33150- Block: Lot: ISABEL QUIJADA
Owner Information Address Phone Cell
ISABEL QUIJADA 103 NW 97 ST
MIAMI FL 33150-1734
Contractor(s) Phone Cell Phone Valuation: $ 2,140.00
HOME OWNER
W m ....,,.,. .,.....__._ -. �- Total Sq Feet: 80
Approved:In Review Available inspections:
Comments:
Inspection Type:
Date Approved::In Review
Slab
Date Denied: Final
Type of Construction:ALUMINUM SHED Occupancy:Single Family Review Building
Stories: Exterior: Review Structural
Front Setback: Rear Setback: Review Planning
Left Setback: Right Setback:
Bedrooms: Bathrooms: t
Plans Submitted: Certificate Status:
Certificate Date: Additional Info:
Bond Return: Classification:Residential
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
Invoice# RC-2-18-66575
DBPR Fee $2.00 03/20/2018 Cash $ 152.80 $50.00 \
DCA Fee $2.00
Education Surcharge $0.60 02/26/2018 Credit Card $50.00 $0.00
Notary Fee $5.00
Permit Fee $100.00
Plan Review Fee(Engineer) $80.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $202.80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futh re,I authorize the above-named contractor to do the work stated.
March 20, 2018
Au orized Signature:Ownt) Applicant / Contractor / Agent Date
Building Department Copy
March 20, 2018 1
�U� ��
R.
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL t
Phone. (30S)79&2204 Fos:(30 )x` 97'2
4
I NSP-303021 Permit um r: ':RC-2-18-484
Sc h-edutmd Inspection Date: June 21,2018 ---- Permit Type: Residential Con struction
IttsPerA
; ; ? Inspection Type. i= tlal
Owner QUI JADA,ISABEL Work Classifiica ` 'n:' )ted
Job Address:103 NW 97 Street
Miami Shores,FL 33150- Phone Number
Parcel Number 1131 1€r260090
Project: <NONE>
Contractor: HOME
Building Department Comments
ALUMINUM SHED tntractto Passed Gomrnente
INSPECTOR COMMENTS wise
d
I
3
Inspector Comments
PassedCREATED AS REINSPECTION FOR INSP-302836.CREATED AS
REINSPECTION FOR INSP-298049.
5I1/201'8 LOCATION OF SHIED NOT AS PER PLANS
Failed F7
Correction F-1Needed
Re-inspection
Fee
No Additional Inspections can be scheduled until
re-nspe0on fee Is paid
.rune 20,2018 For Inspections please call:(305)762.4949 Page 17 of 37
R
Miami Shores Village RRC rED
/ A Building Department Fdo 2s 218 f
x 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 BY:
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201�c`0'
BUILDING Master Permit No. :T2 n G
PERMIT APPLICATION sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
,JOB ADDRESS: q-1 S
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type:,/� Flood Zone: BFE: j FFE:
OWNER:Name(Fee Simple Titleholder): 1��Ibx' ,(DA I In j GI Phone#: I No SUS (-50 3
Address:_ID--� N 0 g 2 S t
,City: ml a 'Y) I 5h,0y/ /_State: 'P 1 zp: 3315 T
.Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company.Name: Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ ,2 4 C) Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ff --❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: ( L4 M/n U Y!'1 �/ e r
Specify color of color thru tile:
Submittal Fee 60 Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
d
Bonding Company's Name(if applicable) L
I;' � �
Bonding Comdpany's A�"ddress
;City, ____ _ i State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City , State Zip
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 the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the'recorded notice of commencement must be,posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature � d-� Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
23 day of 2U A 20 9 by day of 20 , by
.4Z
0-PjlMNAR: I A 00�,who is personally known to who is personally known to
me or who has produced 't'lL me or who has produced as
idenJUL
who did take an oath. identification and who did take an oath.
NOTNOTARY PUBLIC:
o0r°Psi Notary Public State of FloridaSign: r Sign:
a156750
PrintPrint:
x:C .L
Seal: _ Seal:
�►R Notary Public State of Florida d
r ^ Sindia Alvarez
*********************** Wo,,,.'X'd* ExPj11Si(A: tiQnFF156750
s0901. d.....° �7
APPROVED BY 4 Plans Examiner / Zoning
Structural Review Clerk
(Revised02/24/2014)
0 Miami Shores Village
Building Department
10050 N.E.2nd Avenue
RpiDP Miami Shores, Florida 33138
Tel:(305) 795.2204
Fax: (305) 756.8972
/OWNER BUILDER DISCLOSURE STATEMENT
I NAME: 1,1 �f(s/�G� DATE: 2 /03 f ,
ADDRESS: ���j AJ W 9 75 lam i- by,,O �l 33 /_0
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have
read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner
must appear in person to complete all applications. - }
State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the 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 supervise the
construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a
cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or
lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built
for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on
your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and
with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with,all
applicable'laws,ordinances,buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an
F 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.
Initial
t.
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
i is not hiring a licensed contractor to assume responsibility.
Initial
3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that 1 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 the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts.
Initial 1- L
4. 1 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.ihe building or residence must be for my 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 1 year after the
construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption.
Initial
5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.-
Initial_
6. '1 understand that I may not hire an unlicensed 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 license required by law and by county or municipal ordinance.
Initial L �.
�f
7. 1 understand that it is frequent practices 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 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 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.
Initial
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses 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 may subject to serious financial risk.
Initial .LIQ
9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and
requirement that govern owner-builders as well as employers.I also understand that the
Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations.
InitialT
10. 1 understand that 1 may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States
Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi
Initial
11. I am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
I03 NIL.) G'1�- M �ai�'I �1 531's�)
Initial_
12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on
this disclosure.
Initial--J
Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of 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 properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property
owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this 23 day of � � , 20 1
By_ SA��— W � P ���w who was personally known to me or who has
Produced there License or"fA- _NU kZX722- (_kI t-j Jt as identification.
r..W, V,a...,;`
Notary Public State of Florida
5Sindia Alvarez
OWNER NOTARY ora. E p Expires
Commission 8760
? o� Ex ires09/03/2016
B o u n d a..ry Survey' a _.. -.�._. _ Page 1 of 2
Survey Number:•7447 r '
See Reverse
Pro'pert'y Address :,
s
103 N.W. 97th Street, ;f
Miami Shores, Florida,33150
Certified T6: r• # ^� ���_M�_ -
Isabel Quijada; ; ; , its' successors and/orassigns, as their interests may appear`: '
;Frb'od Msuraii_Ke. Rate Map (FIRM) Information :
'Cominunity'Nwn!ber: *VCI'52
000*0 000-00
T,11 d Number:. 0093 ••.••. Suffix: J
. . • •
0.
Flood Zone: 1C *see*; Panel Revised Date: 03/02/94
01. Legal Descr�dligt arpvided by tlie'client.This survey does not determine or imply ownership.
2. Examination df tlleabstract of title will have to be made to determine recorded instruments, if any, affecting this property.
3. Unless a comparison is shown,all measured bearings, angles and distances shown along the boundary lines are same as
platted values.
4. Elevations and vertical data, if shown are referred to N.G.V.D. 1929.
5. Underground utilities,footings, and/or underground encroachments are'not located on this survey map.
6. Fence"ownership not determined.Apparent fence clearances and/or encroachments are noted by visual means only.
7. No identifications caps found on recovered monuments, unless otherwise noted.
8.This survey is exclusively for the use of the parties to whom it is certified. I c
9.Additions or deletions to this survey map and/or report are prohibited.
10.This survey map is not valid without the signature and original raised seal of a Florida Registered Land Surveyor and Mapper.
i
Legal Description:
Lot 9, Block 2, A RESUBDIVISION OF BLOCK 2 OF BONMAR PARK,according to the map thereof,•as recorded in Plat
Book 42, Page 59,of the Public Records of Miami-Dade County, Florida..
t,.
t1f`,
,
a l
,
i
I hereby certify that this Sketch of Survey of the hereon described property is a true sand correct representation of a survey made under
my direction and said survey meets the minimum technical standards as set forth by the FLORIDA BOARD OF PROFESSI6NAL
SURVEYORS AND MAPPERS in Chapter 61G17-6 Florida Administrative Code pursuant to Section 472.027 Florida Statutes and is accurate
and correct to the best of my knowledge and belief.
Field Work Date: 3 r
s 8,
I Odalys C. Bello, P. S. M: n "
r Professional Surveyor and Mapper No. 6169 - A
12230 S.W. 131st Avenue, Suite 201
Miami, Florida 33186
4 Tel: (305) 251-9606 Fax: (305) 251-6057
a s
Boundary Survey
Page�2 of 2
Survey Number: 7447
Scale: 1" = 20' See Reverse
Thl's Survey Map is not valid without the signature and original raised
seal of a Florida Registered Land Surveyor and Mapper. ,
Miami Shores Village
APPROVED BY DATE
ZONING DEI5T_ 7C
N. 98th STREET
4BL�GEPT ��
I
U,
I FAQ
I
TO COMPLIANCE'WITH ALL FE[S AL i *00
1`'lATFADCOUNTYRULE I • • ••••••
I�> SAND REGULATIONS ••••� ',.• • � ••
�J I
15' ALLEYsI ASPHALT PAVEMENT I ..,. i••••;
/ �' 81'.28' ;`••.•` •..` 9
FD. ....
( ,
xx-x -x x-x-x-x-x-x-x-xwwo-
1/r►J�•;••• ••;•• �� •••••
�I PP �GIT 07 < L- ••x•;•
LU
0.40 ��� e�� I •••••
y r•:: / I• • • F ••••••
' ..... ;
X. I•L. ••
21.35
� . .
10.45 .1 /': I I F- d
of S CONT. . 1. I ASPHALT
'DRIVEVVAYF wi to
�. �:...• I N rn
N
10.00' ^ I
/ I W
Z
a 0 , N Lu
� I
N
C'4
I 30.00' PL x-x i N Lq Q O
O I $ 14.90 a ~
ONE STORY I-
RESIDENCE
9 >arl a Z I
10n 0.40• BLOCK 2 FF-13.88'
BLbLK 2 —x—x—x I
I
20.4(r 14.94
48.07
PCPL 1/7 IR
3007
°
N eQ N N I
FZ). c'e..'b �. Pr C
81.32' P.
81.30' M.
IT PARKWAY
= 90-13'16-
R = 25.00'
89e �41.
T = 25.1014e3e
28'ASPHALT PAVEMENT N.W. 97th STREET L = 39.37' M
75'TOTAL RNV
l •
� l
SurveYOl s Nots:
BENCH MPGfZK USED:N-494 ELEV:10.79'
LEGEND&ABBREVIATIONS
A.ARC OHBTANCE�H�•LENGGIH CONCRETE•.AK}AR CONDITIONER AE-ANCHOR EASEMENT ASPW AN%&T D8-D®BOOT(
BLDG.BUILUM ELEV,ELEVATION CALCONCRETE MONUMENT CLF-CHAIN NKK FENCE OF.-DRAINAGE EASBAEW CH-CHORD
BMP BENCH MAIN DALE-OIARLUX&MAINTENANCE EASEMENT ILC.-BLOCK OOR ER Dr DESCRIPTION OR DEW ECR-ENCROACHMENT SK O d a l ys
BAING-BEAR1169BICO C.-CALCULATED FX-FOUND NAL FDMI FOU D DRLL HOLE FAP.FOUND RON PPE FUR-FOUND ETON ROD
CR'CATCH BAFD.-FOLIO FPR-FOLIO PAR®GNALON IAL FFA.FLASHED FLOOR MH-MANHOLE PG.-PAGE R.RADRA
,'-N"""LANGLEM TA p`�`�BE"�"� �`G`L' " F-�L� N'L-NON�AL `BA-C°"�BOCK PROFESSIONAL SURVEYOR AND MAPPER
A� WOCOiERM CATV-CABIELRYDY BOK W-FIEU)MEASRED MO/N•EM TIE ®0WEREDAREA RAD.-TACHE
D OONC.BLOCKWMLTVP. Mia-MOTTO SCALE ONE-OVE•EADUI&DIES OAB'OFT7lCMLRECOIDBBOOK BDC'SECIION 12230 S.W. 131 St Avenue, Suite.201
—x—x—CHAIMUNLF'ENCE !-PROPFAIVLBE P.-PLAT PP.-POMIERPOLE PACM
-PLATBOOK P. .POOFCURVATRE
PAM,PROFE,SsIONALNIRVEYORANDMAPPERP.T.- POIGCOFTANGMCY P.C.C'POMROIN
OFCOLPOICUE PAL.POKTGNLIE Miami, Florida 33186
PAC_.PONTOFEEVERSECURVE P.OR-POINT BEGN 49 P.=-POINTOF COMMENCEMENT P.0E
P.- PERMANENT CONTROL POINT
PAW REFERENCE MONUMENT REC.-RECORDED D•EIMICH RAM.RIGHT OF WAY SlA-BEI ROH ROD&CAP BWK-SIDEWALK
TEL F" &NYS WAIL ': �RK ;°aW.F-�FENE HSE"T. Tel: (305)251-9606 Fax: (305)251-6057
EO.Wa EDMOFWATER ®WOODDE'CK VNABRALTPAVEMENT
FLA Manufactured Building Program
s 140 Norwroe SheetBusjnel Sutie90A
Professha
Ta"ahassee, Florida 32399-0772
Regulation Phone:850.487.1824, Fax:850.414.84M
Ken Lawson,Secretary Rick Scott,Govemor
September 23, 2016
Alex Martens
Superior Sheds, Inc.
2323 S.Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 •• •
•
•• • •Y • •
Dear Alex Martens • e • �
yecYe• • a• •eee••
Y
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* •a• : e •• e
under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured •�'• • •• .e:•••
••• •••• •e•••
Buildings for installation in Florida. •••• • � . •
Y• •• Y• • •e••e•
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 Thir:j • : • • •••• •
Party Agency is a contractor for the Department and has statutory authority and responsibilities • ••••• e •
that must be met to maintain approved status.You may expect and demand quality plans • • ' ••••••
review and inspections. • • •
•e •
i
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 plans 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.
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.floridabuilding.orq to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
r ;
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
i
r+
Building Width Sus{G; "oat pan ' N b} (each
a h and tae ►ir
w ti D4 ALUMINUM ROOF SHEATHING Fasteners w/strap i
Size Up to 14'Wide 1<k4" 4 u 1 I n »wr
. (each end)
-0" MAX. Max.Span NJ{b} 2-tx4-':j 9 {a; 0� 1 n�a jPRO! III
1 4x4' G-0' 0 3-3"x 0.131"nails a Tabu:atsd ra es ar,F N grade Spruce-Pin :r rlbsl. -j WILW-0- Iq
4 k4"w2 k4'` -- 8-0• ---- -- 1 6-3"x 0.131 nails b rJ,l�h I F .✓stuff Ia a i sJ to suaUcr,each e.:d.
a.Tabulated values are for No.2 Made Spruce-Pine-Fir lumber. c d P t
id .dok S Ld_ ..LI!_ F studs aid 9a
b.NJ-Number ofjack studs required to support each end.
c.Windew header for window openings that have more than 501.6 combined stud wall above
and below,otherwise use door header schedule.
1.SEE FASTENER SCHEDULE FOR HARDWARE REQ(AREWII A
d.See header details for alternate layouts,i.e.2-2'x4"or 4'x4"P.T. z SEE HEADER SCHEDULE FOR ADDITIONAL NFaMK
i 3.WNDOW HEADERS HAVE COMBINED 5OX OR E WALL MWNG ABOVE
e. The header can be attached to the top plate and thus haw the combined strength AND BEU*ODIERATSE REFER TO DOOR HEADERS. CODE INFORMATION
equivalent and use the maximum span stated. i GOOF VERSION
2D61n EdIU-ASCII
2014 WC
1x4ix4 RUNNERS MANUFACTURER SUPERIOR SHEDS
I
t2 *'��� BUILDING TYPE MANUFACTURED EILp
III`
I RESIDENnA LAWN STORAGE
- I0 1Y I 2-� CONSTRUCTION TYPE V-B
SINGLE I _ - HEADER _ FIRE PROTECTION *so* NONE -
FlRE SUPP ESSION•SYSTEM •••• NONE 000000
(2)2'x4-WITH 1/z-PLYWOOD •
2"x4" TRUSS OR OSB FLIER OR(1}1'x4- 1"x4- OCCUPANCY•• • •• • STORAGE •
(^ 0 24" O.C.
w MAX. I i `12'xf2'OR i6'x4-BETWEEN 4"•4' ALLOWABLP IRIMSER EDF STORIE; •• 1 •
-J-y� WALL STUDS. " IS SECURED
> V+-180MEATHIN1G ASNmal2" MAX. BASIC WIND ENEf •
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS &
EXPOSURE •.•• e c ••••••
END WA rRuss DOOR 6' WIDE OR LESS 4r'x4" W 2'rx4" ENCLOSUR ••••• • • • ENCLOSED
END W6 LL- LOPTIONAL� & DOORS TRUSS INTERNAL COEFFICIENT +/-0.18 • •
IMPORTAN E AICTOR• • • • 1.15
V1tC'rtL'{G_& ROOF DEAD LOAD IOPSF •
OUTLET + NOTES-OPTIONAL ELECTRIC y � ROOF IJVL•LOAr• • 3pPSF oft 3aoro••NT LOAD
-ALL WIRING SHALL BE 14 CAGE 3-WIRE MC CABLE. C FLOOR DEAD LOAD •••••• IOPSF 000000
N IE -ENCASE IN ALL METAL BOXES. GQf�LM
SOURCE 5 .-- •r<, >: FLOOR L� LoAp . STD.750§F- ,zSPlF DPT.
DESIGN PRESSURES L 1 r 13r "R•RATING OF WAus. FLOORe 0%•• N/A • •
/ ROOF FRAMING PLAN WIRING DIAGRAM
ACLS/DOORS/ INDO S +32.5/-29.2
MODULES PER BUILDING •• • 1
ROOF
+27.8 -94.7 OPTIONAL) ans PlRevia Victor C.Martin,PE
Ft PE K82379,W PE K42o1T HURRICANE PROTECTION USAGE F70
LSUCCC#U02436,TN PE 4120939 HURRICANE SHELTER USAGE NO
WTEx OR ALPINE 2'x5• END*ALL -DOOR&WINDOW LOCATIONS VARY SQUARE FOOTAGE 719 SQ.FT.OR LESS
OR EOUAL REVISIONS
aa2
z-x4-COLLAR Wroc OR ALPINE z- " oETAL REV DESCRIPTON DATE B)
OR EQUAL
/
THIFALUMINUM Ns
z'MAX. / / ' A
2x4 STU
SFE HEADER / /
3' 24'O.C. DETAIL
1x4 RUNNER
ON NIDE1-1 /�/ //
/ �/ LiJ DM*rt By
2.4 EM WAS ; ,' MTB
/ Date:
12/12/17
g END WALL O Scale:
� N/A
2.4 STUDS o 2.4 SOLE PLATE (n UJ .del
24.O.C.MAx. FLOOR FRAMING V) SS-B-18OCR1
LLJz.4 SOLE PLATE 2.4 SOLE PLATE
ROOK
FRAMINL 0-G 1.FOUN TpN PLANS ARE NOT PART OF THIS PLAN SET AND ARE
11 I"_ CCNERNED N LOCAL JUR15p�TpN
2 THIS BEADING 5 EQiAPT FROI,d THE FBC ENERGY CONSERVATION
ALL STUDS SECURED 70 SOLE PLATE LV J CODE PER 101622.
AND FLOOR FRAMING WITH(.039- a- 3.REFER TO TIE- DIAZ FOR PROPER INSTALLATION
y (imm)xt2'STRAP W/6-10d NAILS STANDARD WALL DETAIL Will FRAMING MEMBERS ARE CONTINUOUS FROM Q F 7UF VENTS 10 EEr CODE
11 LJ LJ LJ OR EQUAL FQU 11ON SIU.TO ROOF AND SECURE ENSURE A � 4.ALL STUDS,RAFTERS,TRUSSES,ETC.ARE 2x4 12 SPF,ExCEPT
/-FUDOR SHEATHING: WITH DOOR & WINDOW OPTIONS CoNITNUOUS LOAD PATH. WHERE WlAyLL M1D4BEs ARE F-- O AS NOTED.
ARES W-O"TO IS ARIES 6'-0'TO 13•-0' -3/4'PLYWOOD NOT CONRNUlpOUU$$,,SHEET METAL CLVPS,TIES,OR CUPS (n (� 5.STRUCTURES OVER 400 SQ.FT.WILL HAVE AN 80'MINIMUM
3/4'P.T.PLYWOOD SHALL BE FORMED OF CALVA82ED STEEL OF NOT LESS DOOR
ELEVATION CROSS-SECTION END ELEVATION 4-.t'P.T.ATTACHED WITH THAN 0.040•WMI44L THICKNESS, LLI 6.CUTTERS TO BE INSTALLED ON-SITE BY OTHERS THRU LOCAL
H24 OR EouwALExT. sa -3/4'T&G
TYPICAL ARCH FRAME WITH DOOR TARE 2 FOR gYNTIIY AND -3/4'P.T.T&G L LI 7.CODES. s AND DOORS 70 MEET THE MINIMUM SPECIFICATIONS
SPMCIHG •-0'MAx. c AS PER FLORIDA BUILDING CODE
&FLAT METAL STRAPS CAN BE DEW AROUND STRUCTURAL MEMBER
OF ALL STUDS,TRUSSES,CHORDS,ETC.TO HELP SECURE THES
TABLE 2 M KERS PROV DED TNAT THE ADOm BEND DOES NOT NTERFERI
____ ____ ____ ____ ____ ___ 1 • EXISTING BPAKES B DS THE STPAP.
__-_ ____ ____
SHED WIDTH X1 X2 xa 111 111111// '
,3•-8- r-lay r-LD1' r-1a�• Z
n��S 10'-0- r-r s-1Y - ^_j \ .........., .(2)2'x4'LAID MT 8•-0' .'-9' 6'-e' - LL `\ '` -•y\�,t INS
CI 51"
- I rouAo ARE moo OP a mu ro ASHIFDs a fD 4•.r N � �'• � j
-I _ I soar orae u•-e'MOE 9aaF mWC(4)3lIS o,,smS. LI J
= �
2x4 BDCKNG ON p I n
END AUS V
1
ext RDCNWO Q
2'x6'WD MT j
IPJ I 2x6 P.T.24'O.C.TYP. / 1
I OPTIONAL 125PSF O 16'O.C. / -:• STATE •:��
TYP.WITH 3/4'T&C PLYBOARD
41x4'P.T.ATTACHED WITH I // <\••-', `O R
2x4 SOLE PLATEH24 OR WUNAI.ENT. SEE // ••.•-•• ••-.• C \\
FLOOR FRAMING •MAx. —- - H SPACE Z FOR aLIA)RT1TY AND O //''�V/O.......'`- ```\\
SPACING. '!A '
_ -- — — J ��//111 111111
LxJ LJ a IN Ij LJ '
I
---- ----
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- (r'� Matthew T. Baldwin P.E.
AWES 8•-0'TO 13•-0- ARCS 6•-0.10 13•-8- t___ ____ ____ V
Florida License #64608
END ELEVATION END ELEVATION Z
,L.�.....� ....,.,, WITIJ rACI nnno FLOOR'XxsrSEE SCHEDULE FOR SIZE
77,
• SETUP AND INSTALLATION OF SINGLE WIDE SHED CQJ SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR II. 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS 1
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 1L PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2' ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)1"x44" '
SPACING (SEE TABLE 3). BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE - fi
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30" AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INFORMATION
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL (4,900LB) 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 48). on,CODE VERSION FBC 2017 5th EditiASCE-7
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE. 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS MANUFACTURER SUPERIOR SHEDS
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. BUILDING TYPEUFACTURED SUIUDING
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO RESIDENTIAL LAWN STORAGE
CONSTRUCTION TYPE V-B
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FIRE CONSTRUCTION
PROTECTION_ _ • V-8 --
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE - _
CONCRETE 1=1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM FIRE SUPPRESSIO1 SYSIEN 0 6641017 000•
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" OCCUPANCY •• • •• STQ�E •
WEDGE ANCHOR. ALLOWABLE NUMBTR+•FOSFWIES • ,1, •
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS BASIC WIND SPEW e;0, V.-200.ph
2"x4" BOTTOM PLATE. EXPOSURE •• D ••••••
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE ENCLOSURE • • • ENgOSED •
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE INTERNAL PRESSURE COEFFICIENT +/-0.1e •••••
TABLE 1 TABLE 2 TABLE 3AHOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. IMPORTANCE FACTOR* • • •11� 00.00
ANCHORING TO CONCRETE SKID RUNNER SPACING* PAD TYPES 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). ROOF DEAD LOAD • 1adSF 000000
LOCATE ANCHORS PER TABLE 4A OR 4B.
SHED WIDTH UPLIFT (PLF) ANCHOR SPACING SHED WIDTH X1 X2 X3 TYPE PAD DIMENSIONS MAX. LOAD* MATERIAL 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF LIVE LOAD• • •20PSF OR 3001es •
20'-0" 400 3'-6" 13'-8" V-104" 1'-10}" 1'-10}" I 2"x8"x16" 1778LBS CONCRETE BLOCK QUALITY (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. FLOOR DEAD LO • • fPSF ,00000
CEMENT AND SAND MIX FLOOR LIVE LOAt • STD.75PSF-1125PSF OPT,
13'-8" 280 3'-6" 11'-8" 2'-8" 6'-4" - II 4"x8"06" 3500LBS CONCRETE BLOCK QUALITY TABLE 4A0000
CEMENT AND SAND MIX 30" AUGER ANCHOR SPACING - SINGLE WIDE RATING OF FLdbR. ROOF •• 4/A ,
11'-8" 240 3'-6" 10'-0" V-7" 6'-10" - III 16"x16" 3950LBS ABS PLASTIC PADS MODULES PER BUILDING •• j
SHED WIDTH LW UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** HURRICANE PROTECTION USAGE NO
10'-0" 200 3'-6" 8'-0" 0'-9" 6'-6" - IV 8"x8%16" 1900LBS CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX 13'-8" 7.00 243 0'-0"TO 3'-0" 10'-0" HURRICANE SHELTER USAGE NO
8'-0" 160 3'-6" 6'-0" 0'-10" 51" - • BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) SQUARE FOOTAGE LESS THAN 720 SO.Fr.
NOTES 11'-8" 6.00 208 0'-0"To 3'-0" 10'-0"
6'-0" 120 3'-6" *VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" 1. HOLLOW OR SOUD CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED REVISIONS
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. 1 O'-O" 5.00 174 0'-0"To 3'-0" 10'-0" REV DESCRIPTON DATE BY
2. ABS PADS REQUIRED ON 11'-B"AND 13'-B" WIDE SHEDS ONLY. 1 2017 FBC 9/15/17 MTB
8'-0" 4.00 138 0'-0"TO 3'-0" 10'-0"
TABLE 3
6'-0" 3.00 104 0'-0"TO 3'-0" 10'-0"
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH TYPE LW-(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER SHED WIDTH LW* UPLIFT PLF END ANCHOR** MAX. INTERIOR SPACING***
PAD TYPE PAD PAD TYPE (PLF) Drawn By:
13'-8" SW/DW 4.15/332 0"TO 6" 6'-0" 1936LB I, II, III, OR IV 1879LB I, II, III, OR IV 20'-0" 10.00 400 0'-0"TO 3'-0" 5'-0" �C) MTB
Date:
11'-8" SW/DW 6.00/480 0"TO 6" 6'-0" 2558LB I, II, III, OR IV 2558LB I, II, III, OR IV * LOAD WIDTH OF UPLIFT ON RUNNER W4/26/16
*• LOCATION FROM END WALL OF AUGER ANCHOR = Scale:
10'-0" SW/DW 5.00/400 0"TO 6" 6'-0" 2400LB I, ll, III, OR IV 2400LB I, ll, III, OR IV ••• MAXIMUM SPACING BETWEEN ANCHORS N/A
NOTES
odel
8'-0" SW 4.00/320 0"TO 6" 6'-0" 2029L6 I, II, III, OR IV 2133LB I, II, III, OR IV 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. W ALL
2. ALL MEASUREMENTS ARE CENTER-TO-CENTER. C) GENERAL NOTES
6'-0" SW 3.00/240 0"TO 6" 6'-0" 1658LB I, ll, III, OR IV 1866LB I, ll, III, OR IV 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. 1. FOUNDATION PLANS ARE NOT PART OF THIS
• LOAD WIDTH OF UPLIFT ON RUNNER ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0" PLAN SET AND ARE GOVERNED BY LOCAL
BETWEEN ANCHORS.. JURISDICTION.
NOTES 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN 2. THIS BUILDING IS EXEMPT FROM THE FBC
1. PAD SPACING IS END TO CENTER OF PAD. EXISTING BUILDING: IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE W ENERGY CONSERVAT!ON CODE PER SECTION
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. TO THE SIDE AS POSSIBLE. J 1015.22.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. m 3. REFER TO TIE-DOWN DETAILS FOR PROPER
�D INSTALLATION REQUIREMENTS TO MEET CODE.
0
LLJ
2"x2" GALVANIZED WASHER J
2"x2" GALVANIZED WASHER WITH 1/2" NUT 1/2" THREADED ROD 0
WITH 1/2" NUT OPTIONAL FOR "HIGH SET" NOTCH OR COUNTERSINK BOLT -
1/2" THREADED ROD THRU 2"x4" BOTTOM PLATE _
EYES BOLTED TOGETHER WITH 1/2"x2" _ - U)
OPTIONAL FOR "HIGH SET" BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2" COUPLER 2%4" BOTTOM PLATE NAILED
1/2" COUPLER _ ( ) _ TO 2"x6" P.T. BASE
WASHERS 2.000LB SHEAR CAPACITY : :
/2"x12" FORGED EYEBOLT ;< 1/2"x5" (400 LB.) CONINTO RETESLB LLJ
1 4" MIN. WEDGE ANCHOR INTO SLAB _-------
L
__ _ 4" MIN. 0
" ., THRU 2"x4" P.T. BOTTOM PLATEA. - _------- -
'I (SEE TABLE 1 FOR SPACING) L------
EYES BOLTED TOGETHER WITH 1/2"x2" Ill 0
BOLT & NUT WITH (2)2"x2" GALVANIZED _ TYPE I, II, III, OR IV PAD WITH 1/2"x3" (400 LB.) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH
BLOCKING AS REQUIRED (SEE TABLE 3).
WASHERS (2.000L6 SHEAR CAPACITY) � CONCRETE WEDGE ANCHOR CLIP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION
30" EARTH AUGER ANCHOR (SEE TABLE 1 FOR SPACING) O
(SEE TABLE 4 FOR SPACING) I SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
SHED WITH SKID -ANCHORED TO CONCRETE` ANCHORED TO CONCRETE - - Q
TO PAD OR BLOCKING _ _ _ - - o J Matthew T. Baldwin P.E.
TIE-DOWN DETAILS Q Florida License #64608
Z Sheet-
AD- 1 OF 1