RC-15-2533 Parr*No. R -104, 0.453 ►
Miami Shores Village F?e�#ii&7�p Fie ldelrual C6
nstrtlotlon
s� 10050 N.E.2nd Avenue NW
„,„� irk Classillcatio $hod
Miami Shores,FL 33138-0000 a rPhone: (305)795-2204
Permit Status:APPIVEi3
issue Date.'1f5l201rr i' Expiration: 05/03/2016
Project Address Parcel Number Applicant
L162MNW 109 Street 1121360100220 _
CANOR PATO CARLA GRISONI
ai Shores, FL 33168-4317 Block: Lot:
Owner Information Address Phone Cell
CANOR PATO CARLA GRISONI 162 NW 109 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 1,000.00
HOME OWNER
Total Scl Feet: 0
Approved:In Review Available Inspections:
Comments: Inspection Type:
Date Approved::In Review Final
Date Denied: Slab
Type of Construction:NEW SHED Occupancy:Single Family Review Planning
Stories: Exterior: Review Planning
Front Setback: Rear Setback: Review Building
Left Setback: Right Setback: Review Building
Bedrooms: Bathrooms: Review Structural
Plans Submitted:Yes Certificate Status:
Certificate Date: Additional Info:
Bond Return: Classification:Residential
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60
DBPR Fee Invoke# RC-10-15-57325
$2.00 10/05/2015 Credit Card $50.00 $ 144.60
DCA Fee $2.00
Education Surcharge $0.20 11/05/2015 Credit Card $ 144.60 $0.00
Permit Fee $100.00
Pian Review Fee(Engineer) $80.00
Scanning Fee $9.00
Technology Fee $0.80
Total: $194.60
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: that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zo ' Fut re,I au orize the above-named contractor to do the work stated.
/ November 05, 2015
utho ” i ure: caner / Applicant / Contractor / Agent Date
Building Department Copy
November 05,2015 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-247351 Permit Number: RC-10-15-2533
Scheduled Inspection Date: November 09,2015 Permit Type: Residential Construction
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: CARLA GRISONI, CANOR PATO Work Classification: Shed
Job Address: 162 NW 109 Street
Miami Shores, FL 33168-4317 Phone Number
Parcel Number 1121360100220
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
NEW SHED Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
November 06,2015 For Inspections please call: (305)762-4949 Page 35 of 42
��A'� Miami Shores Village
tA
I � g
Building Department 0 C T 2015
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 ��
FBC 20 ��
BUILDING Master Permit No.yAln—
PERMIT APPLICATION sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: I 2- N,nj 1 0 ) S�-�-
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes (IVO
Occupancy Type: Load: Construction Type: Flood Zone: /V o BFE: FFE:
OWNER: Name(Fee Simple Titleholder): '=''Z- Phone#:37G sc-)j 9OLH
Address: I L,,2 N v,) f uq Sim
City: M r"M " <;k j" State: Zip: 3�I
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: U Phone#:
Address: l i/}werL
City: I R I C State: Zip: `�Lj
l ��
Qualifier Name: Phone#:
State Certification or Registration M Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work: l 0 ,
Type of Work: ❑ Addition Alteration New ❑ Repair/Replace ❑ Demolition
Description of Work: C'j pe-t-
Specify color of color thru tile: tyi 4 JvL "
Submittal Fee$ Permit Fee$ <CZ� 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)
Bonding Company's Name(if applicable)
Bonding Company's Address
City 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.
v
Signature Signature
OWNER or A NT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of�� „ �G— 20 1 5 by day of ,20 by
ce1Cl�<: U TAS who is personally known to who is personally known to
me or who has produced U30AQA V L , as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
d
Sign: Sign:
Print: Print:
Seal: �paY Notary Public State of Florida Seal:
Sindia At 3176z
• 4 ®a M,Commission FF 168150
4 Explrss 09/03/2018
11cAPPROVED BY Plans Examiner 114Zoning
Structural Review Clerk
(Revised02/24/2014)
r
ms' s Miami Shores Village
,.., Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305)795.2204
Fax: (305)756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: jn— P,4_� DATE: I0
ADDRESS: Lq n I�j t 1 S � 4141; A-J4�� 17 16�
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
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 �-°
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
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 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 the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits anal contracts.
Initial W
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.The 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 C )
5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.
Initial
6. I 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(bey county or municipal ordinance.
Initial �./'
7. I 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
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.
Initial
10. 1 understand that I 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.mvfloridalicense.com/dbpr/pro/cilb/index.html
Initial
11. 1 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: ^^
Initial
lam'
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. (1 n
Initial �/
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 day of �CA 4trL 20 l
By '''L ' � who was personally known to me or who has
L 0'^ 'a-rc L r c�sti
Produced the Ljcens or as identification.
otr Notary Public State of Florida
' Sindia Alvarez
0WNS NOTARY Nor �< Commission 156750
Ex
Expires 09103/20118
S
t
` s ,
�i��
Hca l t •Fz HUNSIX
Unwary 28,2014
Robert Moore
Lark Builders,Inc.
P.O.Drawer 629
Vidalia,GA 30475
• RE:Manufacturer Certification,ID MFT--114;Expiration Date:October 21,2016
Dear Robert Moore
It is my pleasure to hhform You that Lark Sulliders„Inc.,located at 409 DIXON STREET,P O
DRAWER 629,VIDAI tA,GA 30476,has been approved under the Manufactured Buildings Program,
as provided for under Chapter 553,Part I, Florida Statutes,W manudacture Factory Btrllt Schools,
Storage Sheds,Manuiactured Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party Agency
has approved the plans in accordance with the current Florida Building Code. Your Third Party
Agency is a contractor for the Department and has statutory authority and responsibilities that
must be met to mak Iain approved status You may expert and demand quaky-plans review and
Inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
indicated[on the cover page of the plans]for compliance with the Code by your Third Party Agency • +
for plans review.Please ensure that youur.plans are In compliance and are properly posted on our +••+•• ••00:0
•
website.Ali site-related Installation issues are subject too the local authority having judsdictto§. ..•• :Get**
•
• •
The Department's contractor will make unannounced monitoring visits at least once each yeaP.OW• ••••
must grant complete access to your manutbaurtng fadlityr and records to remain In compliance%t t• ••••• •••••
the rules and regulations of this program. ••.• ••••• ••:•••
Your certification is approved for three years from this date_You will receive a renewal notice hi•••• •• • •••:••
•
Email generated by the SCIS fwww.florifjbuiidkw.rnal for online renewal.If you have questicia+••• • •
you may contest Robert Lorenzo at SS4-717-1835 or our FAX at 854;41.4-8436. i • • •••i• Goo*:*
• s •
Please visit our website at www.floridabullcim.om to see valuable information on the Ronda `•e• o • ••• • •
Manufactured Buildings Program.A copy of this letter must accompany applications for local •• •
building permits.
Sincerely,
Robert Lorenzo
Maneflactured Buildings Program
cc:Professional Service Industries
1 VI rll I-V_" LV 1•J-VV-LJ
-175C - Metal Lapsider Box Eave Shed Master Plan _APPvaitazilPs -
GENERAL NOTFS: LaPk Builders [WIND
PARAMETERS: (HIP-GABLE ROOF) -
[MND DE51GN PER A5CE 7-10,SEISMIC DE51GN PER A15C 341-051
I. THI5 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009
1130 BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street I. WIND VELOCITY: 175mph(Exp.C)
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-10. ` 2. WIND IMPORTANCE FACTOR: 1.0
2 ABOVE CODALL E AAND OR SMALL BE IN ACCORDANCE WITH THET3. WIND EXPOSURE: C(I 75mph)
R APPLICABLE LOCAL CODES AT THE Vidalia, GA 3 0474 / 4. INT.PRE55URE COEFFICIENT: 0.18-t
AND OE
TIME OF MANUFACTURE. S. ENCLOSURE CLA551FICATION: ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
DIMENSION. -ROOF LOAD(ZONE#1): +27.4/-56.0 P5F
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD(ZONE#2): +27.4/-78.9 F5F
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE#3): +27.4/-124.6 P5F
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.0: Cover-General&Design Notes -WALL LOAD(ZONE#4): +59.5/-65.2 P5F
S1.1 Electrical&General Floor Plan -'FALL LOAD(ZONE#5): +60.6/-76.6 F5F
FLOOR JOISTS- 2x4 S.Y.P.#2-(I 2-15%MOISTURE CONTENT) -WALL LOAD(ZONE#46#5): +60.0%70.9 P9F
2x6 5.Y.P.#241 2-I5%MOISTURE CONTENT) S1.21 Skids&Floor Framing Plan
24 5.Y.1*12-02-15%MOISTURE CONTENT) 7. FLOOR DESIGN LIVE LOAD: 125 P5F
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.3 Skid and Floor Framing Details _ 8. FLOOR DESIGN DEAD LOAD: 12 P5F
SKIDS,FLOOR JOISTS AND 3/4°TGG FLOOR SHEATHING 81.4 Roof Framing&Schedule 9. ROOF DESIGN LIVE LOAD: 20 P5F
7. TRU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.S.F. -- 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT
8. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.5: Typical Frame Section Details 1 1. WALL DESIGN LOAD: 8 F5F
SUBJECT TO LOCAL JURISDICTION APPROVAL. 12. COMBINATION LOADS: AS PER ASCE 7-10
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM $1.6 End Wall Frame Options 13. SEISMIC USE GROUP: B
YIELD STRENGTH. 14. BUILDING CATEGORY: 1
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FBC 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: 16. CONSTRUCTION TYPE: V B J��� FoBuiivo
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 17. ALLOWABLE FLOORS: 1
I I. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22.DOOR SHALL BE 2 1/4'x I UI G"ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: 0 CODE REVIEW
STUDS AND SHALL 13E LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM. 19. DESIGN OVERHANG: 8 INCH Professional Service Industries
12. ROOF 5LOPE5 BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 6 FLORIDA 174833rd Street
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE Orlando,Florida 32839
1507.2.8 OF THE F.B.C.2010 GARAGE DOORS,60'x 72°ALUMINUM DOOR,32' AND 21. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE Plan Revtwer.William E.Neary,IH
48°SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, ICa#8188040
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE FOLLOWING CODES: LA H000406
LOCAL CODES AND THI5 15 NOT A FOUNDATION DESIGN. SIZE,QUANTITY,AND LOCATION MAY VARY. 2014 FBC,511,Edition FL SMI.79,SMP-61
14. BUILDING 15 CLASSIFIED AS TYPES' (STORAGE) 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC -"
15. ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY MAY BE USED INSTEAD OF DOORS L15TED ABOVE 2014 Florida Fire Prevention Code --
VARY. 25.MAXIMUM WALL HEIGHT TO BE 8'-0' Haney Associates,Inc.
16. ALL FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED 26.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED Certificate of Authorization
FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY _ No.27124
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27.ALL BUILDINGS(EXCEPT THOSE IN USE AS AN ACCESSORY CODE IN ACCORDANCE WITH 10 1.5.2
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER
FIELD PERFORMANCE CONDITIONS. 400sq.ft.)MUST HAVE ATLEA5T(1)32°x80°(M(N.)DOOR. SITE INSTALLED ITEMS: R.
15. tR.t
18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28.ROOF FRAMING AND WALL FRAMING TO BE 3Y2'METALI. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. ` \G.•• N 9
�
HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24°O.G. 2, RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILDING. OQ� V,c/y
20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE No-.'764 8 '
ALUMINUM,MASA ALUMINUM,4'LAP ALUMINUM,5/8°P.T.T I-I I BUILDING. '*: :*
SIDING,VINYL 51DING WITH ENERGY BRACE BACKER,HARD]BOARD. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND
STEEL SIDING AND°PLEKO°STUCCO ON 5/8°DENSE GLA55 GOLD R318.6gTA
AND POLYCARBONATE GREENHOUSE PANELS NOTE:THI5 UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK �,n'•,
21.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE �` c4OR10P•'0
WITHOUT THE USE OF A KEY, INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCALisS/ .
JURISDICTION APPROVAL. rrrONALtt`t�`
•• ••• • • • • litese4pktns were designed in accordance with: Single Wide Metal Master Plan ,Designed By: Project No. Sheet Number:
.___ Hane Associates• i �14.'FBC,5'h Edition O.R H. 13E5dl75 S1 .0
y • ••you NEc Lark Builders M165d175c
- _ Engineering&Construction FAannir g• • •
ro.9ux3.is,Si.Mil,s.czsssf-Acooa:sSa�a�M•• • • 2D V rids Fire Prevention Code 409 Dixon Street Checked By: Daze:
For Wind Speed 175 mph,Exposure C Vidalia, GA 30474 C.L.A. 05/20/13 1 of 7
• ••• • • • •••
• • • • • • • • • •
• • • • • • • •
•• • • •• • • • • • -
• •• • • • • • ••
••• • ••• • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
I VI r11 f"1\V Vr1 .V II V-LV
A_pprovg Stampsc
SKID LAYOUT AND FLOOR FRAMING SCHEDULE 5EESCHEDULE FOR J015T51ZE -------
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid)
Width] Joist Size&Spacing A B Width Joist Size&Spacing A ; B "A° "e° 'A" !
6'-0" ' 2x4's @ 16"O.C.,Max. 15" 42" 6'-0" ; 2x4's @ 16"O.C.,Max. 12" 1'24"
8'-0" 24's @ 16"O.C.,Max. 118" !60" 8'-0" 2x6 Is @ 16"O.C.,Max. ! 16" 32" j
10'-0" 2x6's @ 16"O.C.,Max. j 24" 72" 10'-0" 2x6's @ 16"O.C.,Max. 20" 40" SEE SCHEDULE FOR J015T 51ZE
2x6's @ 16"O.C.,Max. 24" 184" 11'-0" 2x6's @ 16"O.C.,Max. 22" 44"
10
I
111-8"1 2x6's @ 16"O.C.,Max. 128" 84" 11'-8" 24's @ 16"O.C.,Max. 24" f 46"
13'-0'! 2x8's @ 16"O.C.,Max. 136" 184" 13'.0'! 2x8's @ 16"O.C.,Max. 126" 152.
13'-8"! 2x8's @ 16"O.C.,Max. (40" ! 84" 13'-8"1 2x8's @ 16"O.C.,Max. 28" 156"
NOTES:
•FASTENERS NULL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS A5 SET FORTH
UNDER FBC 2304.9.I AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED.
•ALL SKIDS ARE P.T.-4x6 5.Y.F.#2 OR(2)-P.T.-2xG S.Y.P.#2
•G-O'WIDE UNITS MAY USE 2x4 S.Y.P.#3 JOISTS
•ALL JOISTS ARE TO BE P.T.-S.Y.P.#2
P.T.51DE RAIL TO MATCH P.T.SIDE RAIL TO MATCH
J015T SIZE,5EE FRAMING JOIST SIZE,SEE FRAMING
SCHEDULR E FOSIZES. SCHEDULE POR SIZES.
5 Q ��� bfomudion
Tr�BuildOn
�.mme•••a�a
CODE REVIEW
,Professional Service Industries
dHr m 174873rd Street
SEE SCHEDULE FOR J015T SIZE Orlando,Florida 32838
Plan Redewar.William E.Neary,III
Ll mHHH
5EE 5CHEDULE FOR J015T SIZE Icc#61aw"
m -LA KL00406
FL SMI-79,SBW-at
162 --
I. m Haney Associates,Inc.
Certificate of Authorization
No.27124
1 11 11 11 1 11 Al 11 11 11 QEl
S
\`ttttt llllrr
\GyC R../yqr.,��
3 P.T.-4xG 5.Y.F.#2 or 4'-0"or G'-O' 3 P.T.-4xG 5.Y.F.#2 or 4'-0"or G-O°
I. (2)-P.T.-2xG S.Y.P.N2 SKIDS Optional Porch I• (2)-P.T.-2xG 5.Y.P.T2SKIDS Optional Porclir Z NO. 664455558
50'-O"MAXIMUM BUILDING LENGTH 50'-O'MAXIMUM BUILDING LENGTH
STATE OF
T 9 Yh
Typical 2 5kld Floor Framin Plan Typical 3 5k1d Floor Framin Plan ��oFtlop ��.`
5CALE: 1/4"=1'-O" 5CALE: 1/4'=1'-0" �r/`,5�, NALt �`�
Goo ••• • • • • Tihes ns were designed in accordance with: Project No. Sheet Number:
9 Single Wide Metal Master Plan Designed 9y:
Mane Assgdates.' It1il� ' X11 MECFBC,Th Edition O.R1i 1165d17-
Y � � �•aoll MEQ Lark Builders �I165d175c
Engineering&Const1%&J%ojt•>:Iadr&iPg • Z14Falorida Fire Prevention Code S1 .2
P.O.B_a4s,ss:swe,sC."OU-tbaa�M-611s7soo For Wind Speed 165 mph,Exposure D 409 Dixon Street q,ect<edgy: Data:
P p XP Vidalia,GA 30474 C.L.A. 05r20n3
• • • • • • • • • •
• • . • • • • •
Go
o.
• •. • . • • • ••
••• • ••• • • •
• •• •• • • • •• .•
I VI,11 t 1\V Vnl..GV IJ-V V-Gv
Approval Stamps:
3y°-20ga.METAL WALL STUDS
SEE PLAN VIEW FOR SPACING
SEE FRAMING SCHEDULE 5KID5 MAY BE P.T.-4x6 5.Y.P.
FOR JOIST SIZE #2 OR(2)-P.T.-2x6 5.Y.P.#2 3�i° 20.3a.METAL SOLE PLATE,
CONTINOU5 W/5/1 Gx4"LAG5
AT 16°O.C.,Max.
ATTACH EACH STUD TO SOLE
PLATE WITH(2)#10 SELF P.T.3/4°T$G FLOOR
DRILLING GRABBER SCREWS SHEATHING
(1)INTO EACH FLANGE.
SENCO K28(OR EQUAU OTCH 5KID5 IYz x IN �
NAILS AT 12°O.C.,ROWS FOR EACH FLOOR J015T
SHALL BE 1.5°FROM EDGE, --''' '` ('y --
5TAGGER,ROWS 6°FOR
(2)-P.T.-5.Y.P.-2x6's SKIDS, 2x BLOCKING BETWEEN 1-
5TART PATTERN WITHIN 6° SKIDS,FASTEN TO END
OF EACH END OF SKID 2x4 BLOCKING BETWEEN J015T W/(3)-0.120°x3°
SKIDS,FASTEN W/ --- -- NAILS AT 12"O.C.EACH
(2)-0.120x3°NAILS AT SIDE,STAGGERED.
12°O.C.,STAGGERED.
I KID$FLOOR FRAMING DETAIL 2 END J015T FRAMING DETAIL
V.. SCALE:314•=1'-0' I. SCALE:1.5--I'-0'
cr /nfonnraion
5KID5 MAY BER
PT465YP ��•748uidO:
#2 O
CODE REI/IEW
Pro/esslona/service IndusMes
ezim
1 1746 33rd Street
2°LAP SPLICE FASTENED !Pan Rev ewerWill EB Neary,III
(6)-5/16x4°LAGS [CC#st86M
LA#U0040111
P.T.-4x6 5.Y.P. (OUTER FACE),(3)-5/16°x4' FLSMI79,
#2 SKIDS LAGS ONNER FACE),(9)LAG Ft SMI-79,SMP41
H JOIST TO SKID WITH SCREWS TOTAL.
5/1 G"X4'LAG SCREW OR(2) Haney Associates,Inc.
51MP50N 11-3(OR EQUAL)AT Certificate of Authorization
EACH END OF JOIST,SEE3°x6°SPUCE PLATE ON 3 of No.27124
FRAMING SCHEDULE FOR SIZE. 4 SIDES OF JOINT,FASTEN
NOTE.ATTACH END JOISTS TO SKID WITH(2)-5/16°x4°
#2 SKIDS K28(O EQUAUSNAIL5C0
5.Y.P.
LAG SCREWS[OR(4)-0.131 x4°GUN NAILS]ANDA EACH SIDE. ``�Q;��GEN'•.,!i/� i
5IMP50N H-3[OR EQUAL]AT EACH END OF JOIST.
No. 558
TYPICAL SKID TO �\ "I
3 JOIST CONNECTION DETAIL / 4 \TYPICAL SKID SPLICING DETAIL STATE
I. scALe:31a°=l•.a Q' :31a•�1'-0• :0,�'. P
':SFS �CORIO
•• ••• • •
6" •These ens were desi ned in accordance with: 3EN224o. Sheet Ntunber:
� 9 � Single Wide Metal Master Plan De6i8nedsy: Project
• • • • • •2Q14t"BC,Th Edition - O.R.H. 13EN224-
Haney Assodates;Tat :�e11 NIC Lark Builders M165d175c
Engineering&Construction Plartni(Rg
••
*00 •• •• i 2a14Fbrida Fire Prevention Code 409 Dixon Street •
eo.aox340,six rme,S.C."M-PE°ne:m-M6.760a For Wind Speed 165 mph,Exposure D Checked By. Daze.
P P Vidalia,GA 30474 C.L.A. osaoil3 4 of 7
• • • • • • • • • •
• •• • • • • • ••
••• • ••• • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Approval Stamps:
ROOF
tamps_ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTES:
Wall Framing at 24" O.C., Max. .ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING.
•ROOF DRAINAGE SHALL COMPLY WITH F.B.G.2010 1503 AND R318.6
Width; Rafter and Brace Size and Spacing' •FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1
AND TABLE 2304.9.1 UNI ES5 OTHERWISE SPECIFIED.
•RIDGE MAY RUN IN THE SHORT DIRECTION'TURNAROUND'OR°VAULTED°STYLE WITH A MAXIMUM GABLE END OF 30-0"AND 51DE
6'-0" ASIS SSMA' S 35OS162-54 @ 24"O.C.Max. WALLS THAT VARY 6'-17 TO 13'-8"OR THE LONG DIRECTION"STANDARD'WITH GABLE ENDS THAT VARY 6'-O"TO 13'-8"WITH A
8'-0" ; ASIS SSMA_S 350S162-54 @ 24"O.C.Max. MAXIMUM SIDE WALL LENGTH OF 50-0".
•ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH 15UILDEX 10 16x I TEYS PANHEAD SCREWS WITH#3 DRILL POINT
10'-0"i ASIS SSMA S 350S162-54 @ 24"O.C.Max. AT G'O.C.
ASIS SSMA S 3505162-54 @ 24"O.C.Max.
11'-8"': ASIS SSMA S 3505162-54 @ 24"O.C.Max. I
13'-0"; ASIS SSMA S 350S162-54 @ 24"O.C.Max.
I
113'-8"! ASIS SSMA S 350S162-54 @ 24"O.C.Max.
I
I
I
��a Irfo ullion
6M�T"Bit,10n
I
CODE REVIEW
Professional Service Industries
M - - ---- — - 179833N Sheet
Orlando,Florida 32839
Standard Ridge Plan
Icc 61 a:Wiliam E.Newry,III
b -- - -- °-20ga.METAL RAFTERS AND uw aMI.79,
v BRACING,SPACED AT 24'O.C.,MAX. FL SI.79SMP 91
w a UNE UP RAFTERS TO LAND ON WALL
5TUD5 FOR LOAD TRANSFER.BRACING
TO MATCH RAFTER 51ZE AND GRADE, Haney Associates,SPACED AT 24"O.C.,Max.,A MINIMUM CeHane Associof ates,
Inc.Iacion
-- — OF 4 SECTIONS OF BRACING ARE No.27124
REQUIRED FOR ANY SPANS ABOVE I P-8"
ttlllllr/rr�'
GK R. y
50'-O"MAXIMUM BUILDING LENGTH-30'-O"MAX.FOR VAULTED ROOF QQ'\�2CENS'
`* No�9d/5158
1=,D• -�
''�`-t'-" O ,i• :!
Typical Roof Framing Plan STATE
'O -
SCALE: 1/4"=P-O" '�F �COR10P.:�?: i
%%
rrrrrlllutt�
•• ••• • • • •TAese plArls were designed in accordance with: Project No. Sheet Number.
! : • ! 2014 RC,5-Edition Single Wide Metal Master Plan Designed. 13EN224-
Haney Associate Ifi>�.. .efil NN Lark Builders M165d175c 1
Engineering&Const`Yor
Ai • adijl�g•• i 2014Fjorida Fire Prevention Code S ■ ■
P.O.Box 34%Slx Nile,S.C.286nwe:65
-Pho -W&7600 409 Dixon Street Checked By: Date:
For Wind Speed 165 mph,Exposure D Vidalia, GA 30474 C.L.A. osnons 5 of 7
• ••• • • • •••
• •• 096 0• • • • • ••
• • • • • • • • • •
• •• •• • • • •• ••
• � `-��nl- � ��V V!'71� LV IJ-VV-LJ
Approval Stamps:
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
�_. MTN BUILDEX 10-1 Gx 1 TEK5
PANHEAD 5CREW5 WITH 63
DRILL POINT AT G°O.C.
i
SEE ROOF FRAMING i
5CHEDULP FOR RAFTER AND I
BRACING 51ZE5 AND SPACING
i
2 1/2"x I/2°CORRUGATED
ROOF PANELS FASTENED LONG,AT METAL COLLAR TIE,4'-0° MV-20 ga.METAL STUDS
WITH 1/4°-14 x 3/4°HWH LONG,ATTACH W/ (2)610 SELF SPACED AT 24°O.C.MAX.
TRAM I AT G°O.C. DRILLING GRABBER 5CREW5 EACH 510E ��
5EE ROOF FRAMING 3Vi-20ga.METAL STUDS / 1 \OVERHANG OPTION DETAIL
}( SCHEDULE FOR RAFTER5 SPACED AT 24°O.C.MAX. WZLY 5cw E:364.8 r-V
Q
, 34-20ga.METAL BRACE AT
O (5EE ROOF FRAMING 3'O°ABOVE FINISHED FLOOR
fATTACH TO EACH STUD W/(2)
l SCHEDULE FOR FA5TENING
REQUIREMENTS 610 SELF DRILLING GRABBER
in ^ 5CREW5,(1)INTO EACH FLANGE �/��� Infonnarion
:01164 on
O 5EE 51.2 FOR SKID ATTACH ROOF FRAMING TO '�'
►-2 I/2°x 1/2° CORRUGATED TOP PLATE OF WALL FRAMING
AND FLOOR FRAMING PANELS(FASTENED W168 x WITH BUILDEX 10-1 Gx I TEK5 Professional 0 �e Industries
L zL lye°WOOD,SCREW AT G° PANHEAD 5CREW5 WITH 63 174833rd Street
O.C.(OR EQUAL) _ DRILL POINT AT G°O.C. Orlando,Florida 32839
Plan Reviewer.W911am E.Nealy,III
ICC#6185849
VARIES,G'-O°to 13'-8° _ _= ` LA#tt00409
- FL SMI-79,SMP-61 l
Typical Frame Section SEE ROOF FRAMING [-Taney Associates,Inc.
SCALE: 114'=P-O° SCHEDULE FOR RAFTER AND ; Certificate of Authorization
BRACING SIZES AND SPACING No.27124
GK
5 IR
AGED'-20AT 24'O.G.MAX. '
OQ� ;..METAL 5TUD5 �/
*: No. 645513
2)OVERHANG OPTION DETAIL
I. 5CALE:3l4•=I.-0 %��'• cCORIaP�C?`�:
AL
----- esg Altlrls were designed in accordance with: , Sin le Wide Metal Master Plan 'D i ned By: Project No.
i i i 2 1 BC,Th Edition g 13EN224 Sheet Number:
Haney Assochatez IAL • 11,% Lark Builders M165d175c
Engineering&Const;% o&tAa Pg•• •2G14"rida Fire Prevention Code S1 .5
409 Dixon Street
r.o.8ozsi8,sixnfn=,s.c.t9581-enone:eeas4s7soo Checked By: Date:
For Wind Speed 165 mph,Exposure D C.L.A. 0520/13
Vidalia,GA 30474
• ••• • • • •••
• • • • • • • • • •
•• • • •• • • • • • •
• •• • • • • • ••
••• • ••• • • •
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
, , 1-•Jl nl-� 1\V Vrt1.. aV IJ'V V-GJ
_Approval Stamps:
2-112"x 1/2'CORRUGATED ROOF
PANELS FASTENED WITH 1/4"-14 x
3/4"HWH TRAM I AT G°O.C. -
1
3 °-20ga.METAL BRACING, i
ATTACH EACH END TO STUDS W/
3z°METAL BRACE AT 3'-O' (2)#10 SELF DRIWNG GRABBER 3V METAL BRACE AT 3'-0°
ABOVE FIN15HED FLOOR, SCREWS,(1)INTO EACH FLANGE ABOVE FIN15HED FLOOR,
ATTACH TO EACH STUD ATTACH TO EACH STUD
W/(2)#10 SELF DRILLING [NOTE THAT THI5 BRACING 15 I W/(2)#I 0 SELF DRILLING
GRABBER SCREWS,(1) REQUIRED ON SIDE WALL5 A5 WELL GRABBER SCREWS,(1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)) INTO EACH FLANGE
i
ou
I
I
SEE 51.2 FOR SKID AND FLOOR
VARIES,G'-0'to 13'-8" FRAMING VARIES,G'-O'to 13'-8°
" End Wall Frammq Option End Wall Framing Option '
SCALE: 1/4'=P-0" WALL OPENING FOR 51DE WALLS ARE SCALE: 1/4'=P-0"
TO BE FRAMED 51MILAR TO THOSE
SHOWN HERE FOR ENDWALLS
>PMr
�'C oBuiGtOn
2-1/2"x 1/2"CORRUGATED ROOF +•�^.+�+
PANELS FASTENED WITH 1/4°-14 x CODEREWEW
3/4°HWH TRAXX/I AT G°O.C. Professlonal8ervlee Industries
- 174833rd Street
Orlando,Florida 32838
Pian Reviewer.William E.Neary,III
ICC#6186040
LA A1100406
6-0'Max. Max.
3'�°-20ga.METAL ACING, _
ATTACH EACH END TC"TUDS W/
3y2"METAL BRACE AT 3'-0' METAL BRACE AT 3'-0" --
(2)#10 SELF DRILLING GRABBER @
ABOVE FINISHED FLOOR, 2 I ABOVE FINISHED FLOOR, Haney Associates,Inc.
SCREWS,(1)INTO EACH FLANGE
ATTACH TO EACH STUD b o ATTACH TO EACH STUD Certificate of Authorization
W/(2)#10 SELF DRIWNG [NOTE THAT THIS BRACING 15 W/(2)#10 SELF DRILLING No.27124
GRABBER 5CREW5,(1) REQUIRED ON 51DF WALLS A5 WELL GRABBER SCREWS,(1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)) INTO EACH FLANGE ttttli+llt+
pK R.
�
NOTE THAT TH15 BRACING �� N.• •••••• '
�IS REQUIRED ON 51DE Q �CR �,�
O r 2� r3
WALLS AS WELL(BOTH No. 58
SEE 51.2 FOR SKID AND FLOOR SIDES OF EACH CORNER) '
VARIES,G'-O'to 13'$° FRAMING VARIES,G'-0'to 13'-i3' = —
End Wall Framing Option End Wall Framing Option p�, STATE P
SCALE: 1/4"=I'-0" SCALE: 1/4'-I'-O° %FS'•.,Z OR 1 a,.��j�
�'�rs�01VAL �.���
rl l+iiltt
••• •amesepplanswreremde*ned laaccordance with: Bingle Wide Metal Master Plan Designedly: Project No. Sheet Number:
o20)•44C,4� �d,#ioJ O.R.H.
• rh • — 13EN224-
Haney Associates, Ince•• o C• • ••• •• Lark Builders M165d175c S1 6
Engineering 8c Construction Planning• ••�0f4t�rid Pir rCve 1 +f Code 409 Dixon Street •
- P.O.Box 748,Sixattle,S.C3%n-PhMmll4646.7600 0 S � Checked y: Date:
For Wind Speed 165 mph,Exposure D Vidalia,GA 30474 C.L.A. 05/20/13 7 of 7
•
••• • • • • ••• •
• • • • • • • • • •
••• • • • ••• •
ANCHORING SCHEDULE(single Wide ANCHORING SCHEDULE SIR le Wide OPFOIS 51DDEE OF 91MP09N 5PM4(OR
EQUAL)Q I G'O.C.AND
Bathing Battling 1Nalc Block Blacks OpL Opt Opt Opt Building Building Max.BlackBI>xke Opt.Opt Opt,Opt° 204a.x I-IA7•UPLIFT BUILDING OVER (1)12':4°A5TM#307 SIMP�N 5PH4(ORTO °
Width Length Spacing 1 2 3 4 Width Length Spacing 1 2 3 4 STRAP,RUN OVER SKID5 AND A re GRADE A(MIN.)LAG BOLT 11�'IATTACMMENT..
EQUNJ @ I G'O.C. AND
5-0° 8'-0' T-6° 4 2 2 2 2 13'40° I*OF VIP 9 3 6 8 7 SKIDS CONTINUO'' THRU BASE PLATE OBI 2zG (I)12W A5TM A307 DBI.2■G
W-0' 8-0° Tor 4 2 2 3 3 13'-0° 18'-0° 8'-8• 9 4 6 8 6 TO ANCHOR AT ANCHOR MEAD
OPPOSITE SIDE OP LOCIONGGRADE A(MPIB LAG BOLT REQUIRING
6'-0° 10'-0° T-B° 4 2 2 3 3 13'-0° 18.0° W-8° 10 4 6 10 9 BUILDING. 518°DIA THRU BOLT REQUIRED PDR Tt1RU BASE PLATEREQUIRED FOR
WITH 2`WASHER, THRU BOLT { ATTA BOLT
8-0" 12-0° T-6° 4 2 2 4 3 IT-W 20'4r 614r 12 4 7 11 10 ASTM A307 GRADE A 518`DIA THRU BOLT ATI'ACtIMINT.
WITH 2°WA511M
e'0° W-0" r-6' a z z a 3 13 0 zz 0° 6-9° 12 a 7 1z 10 (MIN.)GALVANIZED OR A5TM A307 GRADE A y y
8-W 10'-0° I r4r 4 2 3 4 4 13'-0• 24'0 610 18 6 6 13 11 — EQUIVALENT
8-0° 12'-0° T-8° 6 2 3 6 4 13'-0' 28-0° 8-8" 16 6 8 13 12 I — II (MINR EQUIVALENT X
OR PAUIVALEM
8'-0° 14'-0' 7'-6° 6 3 3 5 5 13'-0" 28'-0" Ir 17 5 8 14 13 'maki
I CONCRETE BLOCK 5/8°D1AM..X 4 •. LS `
8-0° 18-0° T-8° 6 3 4 6 6 13'-0' 30'-0° imp 18 6 10 16 13 — 1 GROUND ANCHOR „B'�� ,s
1W-0" 10'-0" r-0° 4 2 3 5 6 13'-0° 37-0° 8-6° 19 8 10 16 14 WITH SINGLE G•Ht7.IX X 48'8°DIAM.,X 48' (MODEL#59065) GROUND ANCHOR
1W-0" 170 r-0° 6 2 4 6 5 lT4r 3041' 6`4r 20 6 11 17 15 1-T GROUND ANCHOR WITH SINGLE G MEUX
10•-0° 14'A° T-0° 6 3 4 6 6 13'-0° 3874(° 64r 21 7 11 18 16 —1— WITH SINGLE G°K" (MODEL#59065)
10'-0° 18'-0° T-01 6 3 5 7 8 13'41' 38.0° 8'-8° 22 7 12 19 17 (MODE'#5WGS)
10'0 20'-0` T-0° 8 4 5 8 8 13'-r 4W-W VIP 24 7 12 20 1 17 Anchor Attachment Option#I Anchor Attachment Opdon#2 Anchor Attachment Option f2
10'4r 24'-0° T-0° 10 4 1 8 1 10 9 1 13'0 47-0° W-6' 24 8 13 20 18
10'-0• �'-0° T-0° 10 6 7 10 9 IT-17 047-0° B-8° 24 8 13 21 19 4 STUDS,SEE PLANS 311 6°GAWANIZED CABLE TIE DOWN
iW-0° 3W-0° r-01 12 5 7 12 1D 13'-0' 4W-0° W-B° 25 8 14 22 20 51M WN 5PH4(OR EQUAQ PqR SPACING ENGINEERING PART#5 ANIZE CA LE!TIE ENO,
11'-0" 127-W 8-6' 6 3 4 6 6 13'-0° 48'-0° Ir4r 26 9 14 23 20 1 G'O.C.AND 12°(IAM.ASTM
A36(MIN.)ANCHOR BOLTS TIGHTEN TO 500 L89 OF TENSION I
11'-0' 14'-0° W$' 8 3 4 7 8 13'-0' 60'-0' W-8' 27 9 15 24 21 WITH A 5.5'MINIMUM 4 P.T.BOTTOM PLATE
11'-0• 18-0° W-8° 8 3 5 8 7 13'-8° iT w W-8' 12 3 b 8 8 EMBEDMENT AND A 3'MIN. MINUTE MAN MMA-18 OR EQUAL W/318'
11'-0" 18'-0' 6'4r 8 3 5 8 8 13'-8" 16-0' W4° 12 4 6 9 6 EDGE DISTANCE SPACE 3000 PSI(MIN.)CONCRETE ALL A MIN TREK OR WEDGE-RO SLAB ED 3°.
ANCHORS AT 3G'O.C.(MAX.) SLAB INSTALL A MINIMUM OF 6.1/2°FROM SLAB EDGE. 1
11'-0° 2W-0° W-8' 8 4 8 9 8 13'-8° 18-W W-8' 14 4 7 10 9
11'-0° 71'0 (r4r 10 4 6 10 9 13-8° 2W-0° W4° 16 4 7 11 10 3000 P51(MIN.)CONCRETE SLAB .
11'-0" 24'-0° 8'-6° 10 4 7 11 10 13'-8" 2T-0" VIP 20 5 8 12 11 —III—III II P 'a_., ;;�.. � a K, MINIMUM 51AB THICKNESS Of 4-Ire X�
11'-0" 2W-0• &4r 12 5 7 11 10 13'-8• 24=0• W-8° 20 5 8 13 12 1_1 1_1 I I ,•• ! 1=1 I I I I 1
28-0' W-8' 12 5 8 12 11 13'-8° W-W W-8' 24 5 9 14 13 '1--t — - — SECOON OF STUD BLOKMG INSIDE / -... ;•.:.:
Q-1—I I I�-19 9I WALL TRACK, SC E GA AS WALL STUDS.
11'-0° 3W-0° W-8° 12 5 8 13 11 13'-8° ZB-0° W-6' 24 8 8 16 13 'yCW- — (4}#12 x 314'SCREWS IN EACH FLANGE,
11'-0° 3T-0° W-61 14 6 9 14 12 13'-8° 30-0° 614r 24 6 10 16 14 Ia. AT EACH ANCHOR LOCATION OR USE A
11'-0" 34'-0° W-8' 14 g 9 14 13 13'4r 37-0° W-9° 28 8 11 17 1b SIM�SON BPS 1/2'.W OR EQUAL
17'-0• 3W-W 94r 14 6 10 16 13 IT4r 3a'-0' W-B° 28 7 11 18 16 Anchor Attachment Option,#3 Anchor AttachmentOption#4
11'-0' W4r W-6' 1 16 B 110 1 16 114 13'-8' 3W-0' W48' 28 17 12 19 17
11'-6° 4W-0° W-8' 16 7 10 17 15 1Y4r 38-0' W-8° 92 7 12 20 17 C.�r.11'-B• 1746° W-5° 8 3 4 7 6 13'-8° 4W-W W-6° 32 8 13 21 18
11'4' WL(r W-W 6 3 5 7 7 13'-8• 47-0° 6'4r 32 8 13 21 19 54
11748' 1W-0' W-6' B 3 6 ti 7 13'-8° 44'-P W-8° 32 8 14 22 20 WALL TRACK
111-8" 18-0° W-W 8 4 6 9 8 1374' 4W-0° W-6" 36 9 16 23 21
11'-8• 2W-0° 6'4r 8 4 B 10 9 137.8' 48'-0° W-0' 36 9 16 24 22 Wall Trick Glad"ReWred for
11'-8° 27-0" W-6' 10 4 7 11 9 13'-8' 60'-0' W-0° 36 8 18 26 22 GENERAL.NOTES Arlchorma Floorles9 Metal 8mldmgs
11'-6` 24'4° 61-Ir10 4 7 11 10 1. DEBIGN FOR MIN 3,000 P51 CONCRETE
11'-8° 2W4)° W-81 12 6 8 12 11 2. ALL MELDI ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 Lbs.AND AN ULTIMATE LOAD OF 4723 ars.
11148" 28'-0' 6141' 12 6 8 13 11 DE51GN PARAM ETERS S. INSTANCMORS MUST BE INSTALLED TO MANUFACTURIM5 ALLATION WILL VOD ANCHOR.AND MUST BE DISCARDED.RECOMMENDATIONS.ANY SENDING DR DAMAGE CAUSED UPON
11'-0° 3W-W 61-6° 12 S 9 14 12 4. CONTRACTOR SMALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE TMEM5ELF WITH Da"NG CONDITIONS.CONTRACTOR 15.
11'-8° 374° 64r 14 5 9 14 13 1.WIND DESIGN PER A5C'7-10 RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING HELICAL ANCHORS PER MANUFACTURERS RPAUIRCMENT5. Haney Associates,Inc.
2.DESIGN WIND SPEED:I G5/175(ULTIMATE) S. ONE ANCHOR SMALL BE PLACED AT EACH BUILDING CORNER WITHIN 12"OF CORNER Cert4filate of Authmi2atlon
11'-8° 344r 6`4r 14 6 10 15 14 3.ULTIMATE WIND E)WOSURE CATEGORIES: G. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER. N0.27124
11'-8" 3W-6° 614° 14 6 10 18 14 1 G5mph:D 175mph:C 7. THE ANCHOR MUST BE M THE$In SOIL CLASS IN WHICH THE LOAD REQUIREMENTS WERE SET.
38'-0° W-8° 16 8 11 17 75 4.WIND IMPORTANCE PACTOR:1.0 B. USE TIE-DOWN ENGINEERING(OR COMPARABLE)H2°X 30'GROUND ANCHOR WITH SINGLE 4'MELD(OR 518'DIA.X 40'AND 48'
5.ENCLOSURE CLASSIFICATION:ENCLOSED GROUND ANCHOR WITH SINGLE G'MELD(
11'4r 40'40° 1r4r 16 7 11 18 16 G.DE51GN MEEM INTERNATIONAL BUILDING 3, INSTALLATION OF THE ANCHORS MU5T MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN ENGINEERING,INC TO INCLUDE \\
11-8° 44140" W-8° 18 7 2 REQUIRPMENT5INS FOR SPACING AND SITE SPECIFIC SOIL CONDITIONS
CODE 2012 t FLORIDA BUILDING CODE 2014 \\ R. L '/
1 19 17 `
I O.MAXIMUM STRUCTURE HEIGHT IS 12 FEET(MAMMUM WALL HEIGHT OF 8 FEET).
11'-8' 50'-0° 22 18 8 13 22 18 11.NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER Of ANCHORS TO RUN DOWN EACH Q':'
SIDE WALL(THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUILIDING WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE) j N 7,64568
••.'�'i
'of
These �la$s y1�P,re;D�siyRod In Foundation Anchorin Plans "�l�Br. PnajectNo. sheet Number.
Haney Associates, Inc. Apw&Lr 1.%ngh;h,:�,O1.4 Flordta LARK BUILDERS 01 15nv224 = " STATE OF
off.
Engineering&Construction Planning .$ulw4 CPAs fq?ao Jltlma6 Wind 409 DICKSON STREET ca,�iL�aBy nary: F1 .0
s •4ORloP:'��`�
k - PA)iozSas gx&IIM SC 2ia8x-Lmanme6ausTeoo S eed U to I G5-D/ /5-C Cl-A. 07/07/15 i170NAL�?`�'
P f' VIDALIA,GA 30474 1 of 1 '�)IL1LL1'`
........_.... _.. .. ....._....e .......__........................... ... .�ff N6Tim 19 , � ...._. _.........__......»._.....
N.W. 109TH
_ E LANDSCAPED ISLAND _ I.„ p LANDSCAPED ISLAND
§69°59'4 "_( BR.) —I 0.5'CURB ��' + 3 —
(TYP.) 751 RNff;h Ir{ � ah ;,+
im
,hav1>I,Itias'n .:14�tla�l+i d4 r Agfl
t1 p/l^-r f Ai�Ia � ISr i.:- . �. hi., T'I'
..-2. ..._._�_..._ _.__..
LO I I q
psi
rel In
1 I
I I
_ P.C. a .•.. I➢._ dr :.; O 1 11 1
S89 59 40 E 75.00 �'., 5'
127.00' y
/ O FOUND 1/2" OUN PIPEND "
Z IRON PIPE
(NO ID.)
(NO ID.) (0.15'8,0.07'E)
C6
N N
11BN .0' Q? 11.4' LOT 5
�•, 0 919.6'
OCK r1 . �K: BLOCK
13 r N x19.4I STORY W)
' /d 213
CM
CERTIFIED T o a a 1 1.1 !I RESIDENCE i` N (�C T 0 2l�15
Carla Grisol#i;Flag tars , N
its successor9,a //110 ass r
their interest may appeaJr;Phill><ps
Lanier;Old Republic National Title N 6 'v' 3'X4' 00
Insurance Company N 16.7'✓ .�o _---
PROPERTY ADDRESS:162 NW
109 St.,Miami Shores,FL 33168
FLOOD ZONE: `n z'>° b.°$ O c
�. ..O� C tr i,� ."."v..;