443 Skate Rd ACC21-0044 ShedOWNER:ADDRESS:CITY:STATE:ZIP:
MARTINSON MICHAEL 443 SKATE RD ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171525 0000 ROYAL PALMS UNIT
02A3.00
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
443 SKATE RD ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY 12 ft. by 6 ft. shed $2832.63
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
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.
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.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 8/24/2021
PERMIT NUMBER
ACC21-0044
ISSUED: 8/24/2021
EXPIRES: 2/20/2022
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $65.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.21
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $276.71
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Owner.
6 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Owner.
2 of 2Issued Date: 8/24/2021
PERMIT NUMBER
ACC21-0044
ISSUED: 8/24/2021
EXPIRES: 2/20/2022
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $276.71
ACC21-0044 Address: 443 SKATE RD APN: 171525 0000 $276.71
BLDG SUBSEQUENT PLAN REVIEW FEES $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING $65.00
BUILDING PERMIT 455-0000-322-1000 0 $65.00
BUILDING PLAN REVIEW $32.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50
PUBLIC WORKS PLAN REVIEW $25.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE SURCHARGES $4.21
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.21
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R16834 $276.71
Printed: Tuesday, August 24, 2021 11:04 AM
Date Paid: Tuesday, August 24, 2021
Paid By: MARTINSON MICHAEL
Pay Method: CREDIT CARD 501875392
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R16834
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
Building Permit Application
City of Atlantic Beach Building Department ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
IS REQUIRED.Phone: (904) 247-5826 Email: Building-Dept@coab.us
Job Address: A+1ar` 7e'xc F - Permit Number:
Legal Description I-t() 1 '25- L9 R f' P I 0c 60q- GPLMs NT-72-k# ( (5 2.L;-. 00 0 9
Valuation of Work(Replacement Cost)$2_y5;;/.15 Heated/Cooled SF fon-Heated/Cooled
Class of Work: $New Addition DAlteration Repair Move DDemo Pool Window/Door
Use of existing/proposed structure(s): Commercial igIResidential
If an existing structure,is a fire sprinkler system installed?: Yes lNo
Will tree(s)be removed in association with proposed project? EYes(must submit separate Tree Removal Permit) No
Describe in detail the type of work to b performed: .1 I
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Florida Product Approval# for multiple products use product approval form
Property Owner InformationffI_J
Name AliiCklac.rl 4rt1AS4^ Address y43 51-Te Rc.
City A'}" a it e4C_.tr, State *L Zip ?2233 Phone {(5 q-25. 61-7-?
E-Mail J"` Svit OA de (1,7 L+M
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company Qualifying Agent
Address City State Zip
Office Phone Job Site Contact Number
State Certification/Registration# E-Mail
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation Insurer OR Exempt Expiration Date
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 the 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. 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.
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
RECORDIN - 0,1.1R NOTI OF COMMENCEMENT.
Signature of Owner or Agent)Signature of Contractor)
Signed and sworn to(or affirmed)before me this day of Signed and sworn to(or affirmed)before me this day of
a0 _by A.L l SJf) by
JENNIFER JOHNSTO
MY COMMISSION 8 HH 05757 (Signature of Notary) Signature of Notary)
11•:-' EXPIRES:October 27,2024
Bonded Thu Nobyy l bic Underwriters
Personally Known OR
roduced Identification Produced Identification
Type of Identification: Et' of i u"S 1 t .' .5L Type of Identification:
Owner Builder Affidavit ALL INFORMATION
HIGHUGHTED IN
A` City of Atlantic Beach Building Department GRAY IS REQUIRED.Is,
800 Seminole Rd, Atlantic Beach, FL 32233
jt.
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:
I. FLORIDA STATUTES;CHAPTER 489, FLORIDA STATUTES, PART 1"CONSTRUCTION CONTRACTING" REQUIRES
OWNER/BUILDER TO ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED
FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER
OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A
LICENSE.
YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF.
YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY
ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS.
THE BUILDING MUST BE FOR YOUR 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 IT FOR SALE OR LEASE,WHICH
IS IN VIOLATION OF THIS EXEMPTION.
YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST
BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS.
IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES
REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES.
II. INJURY LIABILITY;SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,THE BUILDING DEPARTMENT
SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. .
III. IRS WITHHOLDING;OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING
TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES.
IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT
TO$5,000 PENALTY UNDER FLORIDA STATUTE NO.455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE
OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA"CONTRACTORS
CERTIFICATE"TO ASCERTAIN IF A PERSON ISA LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT(904-
247-5826 OR BUILDING-DEPT@COAB.US ) IF IN DOUBT.
V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I
COMPLY WITH ALL THE 'REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT.
Job Address: (.,1 y3 'k e (
21‘.
1 ,
Ailw."IlY- %e4 4i, a 32233
Owner Name: Al fc.L 4'z 1 A 1(r I
f\97, `Phone Number: 44 is- 2.;j" 61-73
Mailing Address: y L13 S c)\•City: )1+, 1\c- <c•\ State: ft Zip: 322.33
Notarized Signature of Owner I 2/" `---\
The foregoing instrument was acknowledged before me this a3 day of J A k-tt. , 20\, in the State of Florida, County
of Ov J°L
n
Signature of Notary Public (6
Y.° JENNIPERJOHNSTON5757g Personally Known OR []'froduced Identification7'', MYCOMMIISSI 8iiii
t,; g_ThruNoar/
ilela
Type of Identification: F L i-A J L.
1IRES:
October 27.2024
S k
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Updated 10/24/18
FIELD WORK DATE: 12/1912014 REVISION DATE(S):(REVD 12/ 22/201.1)
FL 14122181 2-
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I` STgp NOTES:
NNom,,Niro SETBACK INFORMATION SHOWN ON PIAT.NOT VERIFIED
I hereby certify --t• =BO ndary p I of the hereon FENCE OWNERSHIP NOT DETERMINED
described pm.; h- be8A4?lrade un•; y direction,
and to the best• •wled. .nd•-i ,it is a true
and accurate :•• ,. :..>: r 1 • 1C')?'*a t meets the
minimum techn as. standa .o se forth .,e a Florida Board 30 o 15 so
of Professionalyoripers • hapter 5J-17 of
i4ttheFloridaAdminr : Code. tp'
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GRAPHIC SCALE (In Feet)
KEITH A.STEPHENSON 1 inch = 30' ft.
State of Florida Professional Surveyor and Mapper
License No.6521
Use of This Survey for Purposes other than Intended,Without Written Verification,will be at the User's Sole Risk and Without Liability to the Surveyor.
Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified
FLOOD INFORMATION: POINTS OF INTEREST
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING 1.4'CHAIN LINK FENCE OVER 15'&5'D.E.AND P.U.E.
MUNICIPALITY 108WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE
LOCATED IN ZONE X AND AE(WITH A BASE FLOOD ELEVATION OF 7). .
THIS PROPERTY WAS FOUND IN THE CITY OF ATLANTIC BEACH,
ii COMMUNITY NUMBER 120075,DATED 06/03/13. J. LoveYG 4
CLIENT NUMBER:STC#106219 DATE 12/22/2014 V\A'V\'V.CQaS taIaCt'Jaftagbt e,ai•ty.COrn
0
BUYER:WILLIAM J.LOVE AND MARY W.LOVE
553.6260,t'-
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SELLER: DTL PROPERTIES,INC.
rillinellillitINVIIMENMAWItalloriv
CERTIFIED TO:WILLIAM J.LOVE AND MARY W.LOVE;SUNSHINE TITLE ' ,
CORPORATION;FIDELITY NATIONAL TITLE INSURANCE :, ...=—
REPORT OF SURVEY FL1412.2181 1- This is page 2 of 2 and is not valid without all pages.
LEGAL DESCRIPTION:
LOT 6,BLOCK 18,REPLAT OF PART OF ROYAL PALMS UNIT TWO-A,ACCORDING,TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31,PAGES 16,16A, 16B,16C AND 16D,OF THE PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA.
JOB SPECIFIC SURVEYOR NOTES:
THE BEARING REFERENCE OF NORTH 7 DEGREES 16 MINUTES 02 SECONDS WEST IS BASED ON THE WESTERLY PROPERTY LINE OF LOT 6,BLOCK 18,LOCATED WITHIN REPLAT OF PART OF ROYAL PALMS UNIT TWO-A,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLATBOOK31,PAGE 16,16A,166,16C AND 16D,OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
GENERAL SURVEYOR NOTES:
1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership.
2. This survey only shows improvements found above ground.Underground footings,utilities and encroachments are not located on this survey map.
3. If there is a septic tank,or drain field shown on this survey,the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection,
probing rods,and visual above ground inspection only,No excavation was performed in order to determine the exact and accurate location.
4. This survey Is exclusively for the use of the parties to whom it is certified.
5. Additions or deletions to this survey map and report by other than the signing party or parties Is prohibited without written consent of the signing party or parties.
6. Dimensions are In feet and decimals thereof.
7. Due to varying construction standards,house dimensions are approximate.
8. Any FEMA flood zone data contained on this survey is for informational purposes only.Research to obtain such data was performed at wwwfema.gov.
9. All corners marked as set are ata minimum a Wdiameter,18'iron rebar with a cap stamped LB47337.
10.If you are reading this survey In an electronic format,the information contained on this document is only valid if this document is electronically signed as specified in
Chapter 53. 17.062(3)of the Florida Administrative Code.The Electronic Signature File related to this document Is prominently displayed on the invoice for this survey which is
sent under separate cover.Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor.[(this document is in paper format,
it is not valid without the signature and original raised seal of a Florida Licensed Surveyor.
11.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments,If any,are affecting this property.
12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for dadty.The symbols have been plotted at the center of the field
location,and may not represent the actual shape or size of the feature.
13.Points of Interest(POPS)are selected above-ground improvements which may be in conflict with boundary,building setback or easement lines,
as defined by the parameters of this survey.There may be additional PON which are not shown,not called-out as POfs,or which are otherwise
unknown to the surveyor.These PEI's may not represent all items of interest to the viewer.
14.Utilities shown on the subject property mayor may not Indicate the existence of recorded or unrecorded utility easements.
15.The information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Surveyors.Additional logo or references to third party firms are for
informational purposes only.
16.Pursuant to FS.558.0035,an individual employee or agent may not be held individually liable for negligence.
17.House measurements should not be used for new construction or planning.Measurements should be verified prior to such activity.
LEGEND:
SURVEYOR'S LEGEND
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ELECTRONIC SIGNATURE:PRINTING INSTRUCTIONS:OFFER VALID ONLY FOR:
WILLIAM J.LOVE AND MARY W.LOVE
incomp:ae accordance with Florida Statute 4/2025 and Pursuant to - 1.While viewing the survey in Adobe Reader,select ther- the Electronic Signature Act of 1996 or Honda Statute 11111 XXXIX, •
AA
Chapter 668,i1 this document was received e`ectronically via PDF. - 'Print"button under the"File"tab.
S then it has been lawfully Etectronlanv Sinned Th.r.rnr.:hi,u n..,...
July 07, 2020
Cook Portable Warehouse
100 Douglas Street
Dear doug oliver
It is my pleasure to inform you that Cook Portable Warehouse, located at 100 DOUGLAS
STREET, VALDOSTA, GA 31601, has been approved under the Manufactured Buildings Program,
as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds,
Manufactured Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status. You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
indicated [on the cover page of the plans] for compliance with the Code by your Third Party
Agency for 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.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Valdosta, GA 31601
doug oliver
RE: Manufacturer Certification, ID MFT-1435; Expiration Date: July 07, 2023
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Top Line Engineering, LLC
10649 Oakview Pointe Terrace • Gotha • FL 34734 • Phone (407) 421-4037 • Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
December 30, 2020
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Cook Portable Warehouses, Valdosta, Georgia
Plan # Slim-V
Dear Mr. Campbell,
Pursuant to the requirements of the Department of Business & Professional Regulation, the above
referenced documents have been reviewed for compliance with:
2020 Florida Building Code, 7th Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61G20-3.006 (FAC)
All mandatory comments have been satisfied and plans are approved for construction by a currently
approved modular building manufacturer.
These documents were reviewed for only what is to be constructed in the factory. Any work
performed at the site, such as the foundation, is under the authority and jurisdiction of the local
Building Official.
Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all
the applicable codes, which may or may not be identified in this review. Approval also does not
preclude the local building official from requiring work be performed that was not previously
reviewed, approved, and constructed under the State of Florida’s Manufactured (Modular)
Building Program to make the building, code compliant, for the intended use.
A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC.
If you require my assistance in any way, please do not hesitate to contact me.
Thank you.
Respectfully,
William E. Neary, III
Business Partner
Top Line Engineering, LLC
BILL.TLE@yahoo.com
*** Please note: Any questions regarding local permitting should be directed to the Manufacturer.
The Manufacturer’s contact information can be found in the title block of the plans.
OCCUPANCY NOTE:
THIS BUILDING IS NOT DESIGNED FOR
HUMAN HABITATION AND DOES NOT
HAVE RUNNING WATER OR SANITATION
SERVICES. THIS BUILDING IS DESIGNED
AS A UTILITY SHED TO STORE LAWN
EQUIPMENT SUCH AS WHEEL BARROWS,
GARDENING SUPPLIES, FLOWER POTS,
AND CARDBOARD BOXES WITH VARIOUS
SMALL ITEMS.
SITE INSTALLED ITEMS:
NOTE THAT THIS LIST DOES NOT
NECESSARILY LIMIT THE ITEMS OF WORK
AND MATERIALS THAT MAY BE REQUIRED
FOR A COMPLETE INSTALLATION. ALL SITE
RELATED ITEMS ARE SUBJECT TO LOCAL
JURISDICTION APPROVAL.
1. THE COMPLETE FOUNDATION
SUPPORTING AND TIE-DOWN SYSTEM.
2. RAMPS, STAIRS, AND GENERAL
ACCESS TO THE BUILDING IF
NECESSARY.
3. GUTTERS AND DOWN SPOUTS ON ALL
BUILDINGS WITH EAVES OF LESS THAN
6 INCHES HORIZONTAL PROJECTION
EXCEPT FOR GABLE END RAKES.
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
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S-1COVER SHEET
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SLIM SHED
COOK PORTABLE WAREHOUSES
100 DOUGLAS ST., VALDOSTA, GA 31601
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SHEET 1 OF 12
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STATE OF FLORIDA
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Sheet Index
SHEET NUMBER SHEET TITLE
S-1 COVER SHEET
S-2 GENERAL NOTES
S-3 WIND LOAD TABLES
S-4 FASTENING SCHEDULE
S-5 FRAMING PLANS
S-6 ELEVATION PANEL SIDING
S-6A ELEVATION LAP SIDING
S-7 ELEVATIONS AND
SECTIONS
S-8 SHORT SIDE WALL
ELEVATIONS
S-9 DETAILS
S-10 DETAILS
S-11 DETAILS
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
12/30/20
Design Criteria
BUILDING CODE 2018 INTERNATIONAL BUILDING CODE WITH STATE
AMENDMENTS, ASCE 7-16
ELECTRICAL CODE 2017 NEC, NFPA70
BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED
MANUFACTURER COOK PORTABLE WAREHOUSES
AGENCY TOP LINE ENGINEERING, LLC
AGENCY PLAN NUMBER SLIM
CONSTRUCTION TYPE V-B
FIRE PROTECTION B
FIRE SUPPRESSION SYSTEM NO
OCCUPANCY U - UTILITY
NUMBER OF OCCUPANTS 0
ALLOWABLE # OF STORIES 1
WIND INFORMATION
160 MPH ULTIMATE, VASD = 124 MPH, EXPOSURE C,
CATEGORY I; ENCLOSED; +/- 0.18 INTERNAL
PRESSURE COEFFICIENT; 15' HEIGHT
FLOOR LIVE LOAD 75.0 PSF
FLOOR DEAD LOAD 10.0 PSF
ROOF LIVE LOAD 20.0 PSF
ROOF DEAD LOAD 10.0 PSF
WALL DEAD LOAD 10.0 PSF
UNINHABITED LOFT LIVE
LOAD 0.0 PSF
GROUND SNOW LOAD 0.0 PSF
FIRE RATING OF EXTERIOR
WALLS 0
"R" RATING OF FLOOR, WALL,
AND ROOF R-0, R-0, R-0
MODULES PER BUILDING 1
SQUARE FOOTAGE LESS THAN 719 SQ. FT.
EXEMPT FROM ENERGY
CONSERVATION CODE?YES
APPROVED FOR HURRICANE
PROTECTION USAGE?NO
DESIGNED FOR HURRICANE
PUBLIC SHELTER?NO
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
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S-2GENERAL NOTES
SHEET 2 OF 12
GENERAL NOTES:
1. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
2. THE FOUNDATION PLAN IS A SEPARATE SET OF PLANS FOR APPROVAL BY LOCAL MUNICIPALITIES.
3. EXTERIOR DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN AT 2' O.C. BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
4. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY UC4B (GROUND CONTACT, HEAVY DUTY)-SKIDS.
5. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY UC3B (EXTERIOR ABOVE GROUND, UNCOATED OR POOR WATER
RUNOFF)-FLOOR JOISTS, PLYWOOD FLOOR DECKING, AND EXTERIOR RATED WOOD STRUCTURAL PANEL SIDING.
6. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED (G185) OR STAINLESS STEEL.
7. ALL WINDOWS WITHIN 24" OF DOORS, AND ALL GLASS IN DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET.
8. FOR ROOFS WITH ASPHALT SHINGLES AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH
SECTION 1507.2.2 OF THE 2020 FBC OR PER SHINGLE MANUFACTURER INSTRUCTIONS.
9. UNDERLAYMENT SHALL CONFORM WITH SECTION 1507.2.3 OF THE 2020 FBC OR PER SHINGLE MANUFACTURER INSTRUCTIONS.
10. ASPHALT SHINGLES SHALL CONFORM WITH SECTION 1507.2.5 OF THE 2020 FBC ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH 1507.2.7 OF THE 2020 FBC.
11. FASTENERS FOR ASPHALT SHINGLES SHALL CONFORM TO SECTION 1507.2.6 OF THE 2020 FBC.
12. TIE-DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES LISTED ON SHEET S-1.
13. THESE PLANS HAVE NOT BEEN DESIGNED FOR HVHZ REQUIREMENTS AS SET FORTH IN THE 2020 FBC OR FOR USE AS A COMMERCIAL BUILDING.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY AND PLACEMENT OF LAWN STORAGE UNIT TO ENSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT PARTS.
16. NO FIELD REVISIONS TO ANY STRUCTURAL COMPONENTS OR DEVIATIONS FROM THESE DRAWINGS SHALL BE MADE.
17. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS 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.
18. SECTIONS AND DETAILS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS, UNLESS OTHER SECTIONS AND DETAILS ARE
SPECIFICALLY REFERENCED.
19. REFER TO SUPPLIED FASTENING SCHEDULE FOR FASTENING BASED ON CONNECTION AND LOCATION OF MEMBERS AS PER 2020 FBC TABLE 2304.10.1 UNLESS NOTED OTHERWISE.
20. BUILDINGS HAVE BEEN DESIGNED FOR LP SMARTSIDE STRAND SUBSTRATE PANEL SIDING, LP SMARTSIDE PRECISION LAP SIDING SHALL BE USED WITH X-STRAPS OR STRUCTURAL
21. SHEATHING AS DETAILED IN THIS PLAN SET.
22. FASTENERS IN LP SMARTSIDE STRAND SUBSTRATE PANEL SIDING MUST NOT BE INSTALLED IN PANEL SIDING GROOVES IN THE FIELD OF THE PANEL SIDING OR WHEN THE PANEL F
SIDING GROOVES OCCUR AT CUT EDGES OF THE PANEL SIDING.
23. REFER TO THE ICC-ES EVALUATION REPORT ESR-1301 / 3090 FOR ADDITIONAL DATA AND SPECIFICATIONS OF LP SMARTSIDE STRAND SUBSTRATE PANEL / LAP SIDING.
24. MAX OPENINGS WIDTHS MUST COMPLY WITH DESIGN RATIOS AS PER ANSI/AF&PA SDPWS-2015. BUILDINGS HAVE BEEN DESIGNED TO HAVE ONLY OPENINGS WITH MAX WIDTHS
EQUAL TO THOSE IN THE ENDWALL SHEAR WALL CHART.
25. AS PER FBC SECTION 1626.1 EXCEPTION (F): STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF LESS THAN 720 SQUARE FEET
OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE.
26. IN ACCORDANCE WITH FBC 1609.1.2, “STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT
REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE”.
27. BUILDINGS HAVE BEEN DESIGNED TO HAVE ANCHORS DIRECTLY ATTACHED TO ALL FOUR CORNERS OF THE BUILDING TO RESIST TENSION FORCES FROM LATERAL WIND LOADS.
THIS DESIGN CONSIDERATION MUST BE MADE BY INSTALLER WHEN ATTACHING ANCHORING SYSTEM TO BUILDING.
28. UNLESS NOTED OTHERWISE, ATTACH ALL MANUFACTURED PRODUCTS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
29. 2X4 SP #2 PRESSURE TREATED LUMBER SHALL BE SUBSTITUTED FOR 2X4 SPF #2 LUMBER IN WALLS FOR USE IN FLOOD PLAINS.
30. PER APA PRODUCT REPORT PR-N124, LP SMARTSIDE STRAND SUBSTRATE SERIES TREATED-ENGINEERED-WOOD PANEL AND LAP SIDING IS PERMITTED ON WALLS FOR USE IN
FLOOD PLAINS.
31. 19/32" LP PROSTRUCT FLOORING WITH SMARTFINISH IS PERMITTED IN LIEU OF 5/8" APA RATED STRUCTURAL SHEATHING ON FLOOR. INSTALL PER MANUFACTURER INSTRUCTIONS.
32. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION.
33. THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS R101.4.2.4, R402.1.
34. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY
35. REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE.
36. ALL LUMBER FOR CONSTRUCTION WILL BE #2 SYP EXCEPT AS NOTED.
37. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JURISDICTION AND PERMITTING REQUIREMENTS.
38. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED PLANS AND THE FLORIDA BUILDING CODE.
39. IN ACCORDANCE WITH FBC 1010.1.1, EXCEPTION (10.) BUILDINGS THAT ARE 400 SQ-FT 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 THIS CODE. STRUCTURES 400 SQ-FT OR MORE SHALL HAVE AN 80” MINIMUM DOOR.
40. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (1)D, LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT
SUBJECT TO 553.842 (FLORIDA PRODUCT APPROVALS) BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE 2020 FBC 7TH EDITION.
41. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS, PROVIDED THAT THE ADDED
BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP.
42. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7
TH EDITION.
43. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS.
44. IF A WALL IS FRAMED FOR FUTURE HVAC UNITS THAT SHALL BE APPROVED BY THE AHJ AND SHALL COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING.
45. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER THAT SHALL BE APPROVED BY THE AHJ AND SHALL COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING.
46. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS.
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
WIND
h
WIND
0.5 h
WIND
h h
0.5 h
3
4
52
1
Փ
Փ
h = 7 FT.
2
3
4a 2
1
5
4
3
2a a
5
4
a
2 2a
2a
3
a = 3 FT.
B
L
WIND
PLAN WIND PRESSURE
h
P0
Ph
ELEVATION
h
BUILDING DATA ASCE 7-16 WIND
WIND VELOCITY VULT 160 MPH INTERNAL PRESSURE COEFFICIENT ± 0.18
WIND VELOCITY VASD 124 (ENCLOSED BUILDING ASCE 7-16)
BUILDING CATEGORY I HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT 1.0
ROOF DEAD LOAD RESISTING UPLIFT (PSF) 10.0
ROOF ANGLE, ° (DEGREES) 12 DEGREES
MEAN ROOF HEIGHT 15
WIND EXPOSURE CATEGORY C
MWFRS - WALL
WIND ON L (FT) B (FT)L/B PO =
Ph, PSF
PRESSURE FOR
DIAPHRAGM DESIGN,
PSF
PRESSURE FOR STUD
DESIGN, PSF
WINDWARD,
WW
LEEWARD,
WI
WINDWARD,
WW
LEEWARD, WI
SHORT
WALL 12 6 2 46.6 34.0 12.6 42.5 21.1
LONG
WALL 6 12 0.5 53.7 33.3 20.4 41.8 28.9
NOTES:
1. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN
ABOVE THE LOAD MAY BE INTERPOLATED,
OTHERWISE USE THE LOAD ASSOCIATED WITH
THE LOWER EFFECTIVE AREA.
2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES
ACTING TOWARD AND AWAY FROM THE
SURFACES, RESPECTIVELY.
3. PRESSURES SHOWN ARE APPLIED NORMAL TO
THE SURFACE.
4. REFER TO PRESSURE ZONE DIAGRAMS
PROVIDED FOR CORRESPONDING ZONES.
5. ROOF COVERINGS, FINISHES, ETC SHALL BE
DESIGNED FOR THE FULL NEGATIVE DESIGN
PRESSURE.
WIND LOAD COMPONENT AND
CLADDING PRESSURE DIAGRAM
WIND LOAD MAIN WIND FORCE
PRESSURE DIAGRAMS
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
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S-3WIND LOAD TABLES
SHEET 3 OF 12
MWFRS - ROOF
LOAD CASE THETA
(DEG)
WIND PRESSURE ON ROOF
ZONE, PSF
WIND ON
LONG WALL
WIND ON SHORT
WALL
12 3 4 5
LOAD CASE 1
9.46 0.0 0.0 -50.1 -44.7 -36.6
14 -49.2 -35.4 -50.1 -44.7 -36.6
12 -27.5 -19.8 -50.1 -44.7 -36.6
LOAD CASE 2
9.46 0.0 0.0 0.0 0.0 0.0
14 7.1 -10.0 0.0 0.0 0.0
12 4.0 -5.6 0.0 0.0 0.0
EFFECTIVE
WIND AREA
(SQ. FT.)
PS, (PSF) - C&C - TABLE 30.7-2
UNADJUSTED, PTABLE
ROOF WALL
INTERIOR
ZONE 1
END ZONE
2
CORNER
ZONE 3
INTERIOR
ZONE 4 END ZONE 5
10
+- + - + - + - + -
27.4 -65.3 27.4 -84.2 27.4 -145.6 55.8 -60.5 55.8 -93.6
ADJUSTED, PTABLE
27.4 -65.3 27.4 -84.2 27.4 -145.6 55.8 -60.5 55.8 -93.6
COMPONENTS & CLADDING
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
FASTENING SCHEDULE
CONNECTION FASTENINGa, k LOCATION
1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (212" X 0.131")
3 - 3" X 0.131" NAILS
3 - 3", 14 GAGE STAPLES
TOENAIL
2. BRIDGING TO JOIST 2 - 8d COMMON (212" X 0.131")
2 - 3" X 0.131" NAILS
2 - 3", 14 GAGE STAPLES
TOENAIL EACH END
3. SOLE PLATE TO JOIST OR
BLOCKING
16d (312" X 0.135") AT 12" O.C.
3" X 0.131" NAILS AT 12" O.C.
3", 14 GAGE STAPLES AT 12" O.C.
FACE NAIL
4. SOLE PLATE TO JOIST OR
BLOCKING AT BRACED WALL PANEL
3 - 16d (312" X 0.135") AT 16" O.C.
4 - 3" X 0.131" NAILS AT 16" O.C.
4 - 3", 14 GAGE STAPLES AT 16" O.C.
FACE NAIL
5. TOP PLATE TO STUD 2 - 16d (312" X 0.162")
3 - 3" X 0.131" NAILS
3 - 3", 14 GAGE STAPLES
END NAIL
6. STUD TO SOLE PLATE 4 - 8d COMMON (212" X 0.131")
4 - 3" X 0.131" NAILS
4 - 3", 14 GAGE STAPLES
TOENAIL
2 - 16d COMMON (312" X 0.162")
3 - 3" X 0.131" NAILS
3 - 3", 14 GAGE STAPLES
END NAIL
7. DOUBLE STUDS 16d (312" X 0.162") AT 24" O.C.
3" X 0.131" NAILS AT 16" O.C.
3", 14 GAGE STAPLES AT 16" O.C.
FACE NAIL
8. TOP PLATE TO TOP PLATE 16d (312" X 0.162") AT 16" O.C.
3" X 0.131" NAILS AT 12" O.C.
3", 14 GAGE STAPLES AT 12" O.C.
FACE NAIL
8 - 16d COMMON (312" X 0.162")
12 - 3" X 0.131" NAILS
12 - 3", 14 GAGE STAPLES
FACE NAIL AT LAP
SPLICE
9. BLOCKING BETWEEN JOISTS OR
RAFTERS TO TOP PLATE
3 - 8d COMMON (212" X 0.131")
3 - 3 X 0.131" NAILS
3 - 3", 14 GAGE STAPLES
TOENAIL
10. RIM JOIST TO TOP PLATE 8d (212" X 0.131") AT 6" O.C.
3" X 0.131" NAILS AT 6" O.C.
3", 14 GAGE STAPLES AT 6" O.C.
TOENAIL
11. TOP PLATES, LAPS AND
INTERSECTIONS
2 - 16d COMMON (312" X 0.162")
3 - 3" X 0.131" NAILS
3 - 3", 14 GAGE STAPLES
FACE NAIL
12. CONTINUOUS HEADER (2) PIECES 16d COMMON (312" X 0.162")16" O.C. EACH EDGE,
FACE NAIL
13. CEILING JOISTS TO PLATE 3 - 8d COMMON (212" X 0.131")
3 - 3" X 0.131" NAILS
3 - 3", 14 GAGE STAPLES
TOENAIL
14. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (212" X 0.131")TOENAIL
15. RAFTER TO PLATE 3 - 16d (312" X 0.162")
4 - 3" X 0.131" NAILS
4 - 3", 14 GAGE STAPLES
TOENAIL
16. 1" DIAGONAL BRACE TO EACH
STUD AND PLATE
2 - 8d COMMON (212" X 0.131")
2 - 3" X 0.131" NAILS
3 - 3", 14 GAGE STAPLES
FACE NAIL
17. BUILT-UP CORNER STUDS 16d (312" X 0.162")
3" X 0.131" NAILS
3" 14 GAGE STAPLES
12" O.C. FACE NAIL
NOTES:
a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.
b. NAILS SPACED AT 6' O.C. AT EDGES, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6" AT
SUPPORTS WHERE SPANS ARE 48" OR MORE. NAILS FOR WALL SHEATHING ARE PERMITTED TO
BE COMMON, BOX OR CASING.
c. COMMON OR DEFORMED SHANK (6d - 2” x 0.113"; 8d - 2 ½” x 0.131”; 10d 3" x 0.148").
d. COMMON (6d - 2” x 0.113”; 8d - 2 1/2” x 0.131”; 10d x 0.148”).
e. DEFORMED SHANK (6d - 2” x 0.113”; 8d - 2 1/2” x 0.131”; 10d 3” x 0.148”).
f. CORROSION-RESISTANT SIDING (6d - 1 7/8” x 0.106"; 8d 2 3/8' x 0.128”) OR CASING (6d 2” x
0.099”; 8d 2 1/2" x 0.113") NAIL.
g. FASTENERS SPACED 3” O.C. AT EXTERIOR EDGES AND 6" O.C. AT INTERMEDIATE
SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6" O.C. ON THE EDGES
AND 12" O.C. AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.
h. CORROSION-RESISTANT ROOFING NAILS WITH 7/16” DIAMETER HEAD AND 1 ½”' LENGTH
FOR 1/2" SHEATHING AND 1 3/4" LENGTH FOR 25/32" SHEATHING.
i. CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16" CROWN OR 1" CROWN AND 1
1/4" LENGTH FOR 1/2" SHEATHING AND 1 1/2" LENGTH FOR 25/32" SHEATHING. PANEL
SUPPORTS AT 16” (20" IF STRENGTH AXIS IS THE LONG DIRECTION OF THE PANEL, UNLESS
OTHERWISE MARKED).
j. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2 1/2" x 0.113") ARE THE MINIMUM
REQUIRED FOR WOOD STRUCTURAL PANELS.
k. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16'.
l. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4” O.C. AT EDGES, 8” O.C. AT
INTERMEDIATE SUPPORTS.
m. FASTENERS SPACED 4” O.C. AT EDGES, 8” O.C. AT INTERMEDIATE SUPPORTS FOR SUBFLOOR
AND WALL SHEATHING AND 3” O.C. AT EDGES, 6” AT INTERMEDIATE SUPPORTS FOR ROOF
SHEATHING.
n. FASTENERS SPACED 4” O.C. AT EDGES, 8” AT INTERMEDIATE SUPPORTS.
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
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DRAWN BY:
CHECKED BY:
RD
KMB
S-4FASTENING SCHEDULE
SHEET 4 OF 12
FASTENING SCHEDULE
CONNECTION FASTENINGa, k LOCATION
18. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") at 32" O.C.
3" X 0.131" NAIL AT 24" O.C.
3" 14 GAGE STAPLE AT 24" O.C. AND
FACE NAIL AT TOP AND
BOTTOM STAGGERED ON
OPPOSITE SIDES
2 - 20d COMMON (4" X 0.192") OR
3 - 3" X 0.131" NAIL OR
3 - 3" 14 GAGE STAPLE
FACE NAIL AT ENDS AND
AT EACH SPLICE
19. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148")
4 - 3" X 0.131" NAILS
4 - 3" 14 GAGE STAPLES
FACE NAIL
20. ROOF RAFTER TO 2-BY RIDGE
BEAM
3 - 10d COMMON (312" X 0.148")
4 - 3" X 0.131" NAILS
4 - 3" 14 GAGE STAPLES
TOENAIL
21. JOIST TO BAND JOIST 3 - 16d COMMON ( 312" X 0.162")
4 - 3" X 0.131" NAILS
4 - 3" 14 GAGE STAPLES
END NAIL
22. WOOD STRUCTURAL PANELS AND
PARTICLEBOARDb, SUBFLOOR, ROOF
AND WALL SHEATHING (TO FRAMING)
SINGLE FLOOR, COMBINATION
SUBFLOOR-UNDERLAYMENT TO
FRAMING
12" AND LESS 6dc,J
23 8" X 0.113" NAILI
13 4" X 16 GAGEm STAPLE
19 32" TO 3 4" 8dd OR 6de
23 8" X 0.113" NAILn
2" 16 GAGEn STAPLE
7 8" TO 1" 8dc
118" TO 114" 10dd OR 8de
6" O.C. AT ENDS ABOVE
RAFTER / TRUSS AND 12"
O.C. AT INTERMEDIATE, 4"
O.C. AT COMPONENT AND
CLADDING END STRIP #
ZONE 3 [REFER TO FIGURE
ON SHEET S-3], UNLESS
NOTED OTHERWISE
23. PANEL SIDING TO FRAMING 12" OR LESS 6df
5 8" 8df
6" / 12" O.C. AT EDGES /
INTERMEDIATE
24. FIBERBOARD SHEATHING 1/2" NO. II GAGE ROOFING
NAILh
6d COMMON NAIL (2" x
0.113")
NO. 16 GAGE STAPLEi
25/32" NO. II GAGE ROOFING
NAILh
8D COMMON NAIL (2 12"
x 0.131")
NO 16 GAGE STAPLEi
3" / 6" O.C. AT EDGES /
INTERMEDIATE FOR
STRUCTURAL
APPLICATIONS
6" / 12" O.C. AT EDGES /
INTERMEDIATE FOR
NON-STRUCTURAL
APPLICATIONS
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
5 8" PLYWOOD
FLOOR DECKING
DOOR AND WINDOW
LOCATION MAY VARY. SEE
NOTE 25 ON SHEET S-2
2X4 S.P.F. #2
BOTTOM PLATE
2'-0"2'-0"2'-0"2'-0"
4'-0"4'-0"
6'
-
0
"
8'-0" TO 12'-0"
2'-0"2'-0"
4'-0"
FOR PANEL SIDING 2X4 S.P.F. #2 VERT.
WALL STUDS WITH DOUBLE STUDS
EVERY 48" O.C.
WALL STUD AT 2'-0" O.C. FOR PANEL
SIDING, AND AT 16" O.C. FOR LAP SIDING
MAX. 3'-0" WIDE OPENING AT ANY
ONE END OF 6'-0" WIDE END
WALL
GABLE TRUSS AT
ENDWALLS SEE
DETAIL 1/S-10
2X4 S.P.F. #2 MIN. TOP PLATE
2X4 SP #2
RAFTERS AT
24" O.C.
SL
O
P
E
8'-0" TO 12'-0"
2'-0"6'
-
0
"
9"
54
"
9"
6'
-
0
"
2X4 P.T. S.Y.P. #2
JOISTS AT 16" O.C.
MAX
2X4 P.T. S.Y.P. #2
PULLING BLOCK
4X6 P.T. S.Y.P. #2 SKIDS
BAND JOIST SIZE AND GRADE
SAME AS FLOOR JOIST USED (3) 2X4 P.T. S.Y.P.
#2 FLOOR JOIST AT
END WALLS
4X6 P.T. S.Y.P. #2 SKIDS
8'-0" TO 12'-0"
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
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DRAWN BY:
CHECKED BY:
RD
KMB
S-5FRAMING PLANS
SHEET 5 OF 12
1
S-5
FLOOR FRAMING PLAN
SCALE: 3/16" = 1'-0"
2
S-5
FLOOR DECK PLAN
SCALE: 3/16" = 1'-0"
3
S-5
ROOF FRAMING PLAN
SCALE: 3/16" = 1'-0"
3
S-9
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
29 GA.
PANEL
ASPHALT
SHINGLES
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
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DRAWN BY:
CHECKED BY:
RD
KMB
S-6
SHEET 6 OF 12
ELEVATIONS -
PANEL SIDING
SHEARWALL WITH 19/32" T1-111 OR LP SMARTSIDE
STRAND SUBSTRATE PANEL SIDING2
FLOOR
WIDTH (FT)
OPENING WIDTH (FT.)MAX LENGTH OF
BUILDING
LONG SIDE
WALL
SHORT END
WALL
6'-0"3'-0", 4'-0" OR
6'-0"2'-0", 3'-0"12'-0"
NOTES:
1. 19/32" T1-11 APA RATED SIDING 303-24" O.C. SHALL BE FASTENED USING
8d COMMON OR DEFORMED (0.131" x 2 1/2") NAILS AT 6" O.C. IN FIELD AND 3"
O.C. AT EDGES IN SIDE WALL, AND 3" O.C. EVERYWHERE IN END WALL.
2. 19/32" LP SMARTSIDE STRAND SUBSTRATE PANEL SIDING SHALL BE
FASTENED USING 8d COMMON OR DEFORMED (0.131" x 2 1/2") NAILS AT 6"
O.C. IN FIELD AND 3" O.C. AT EDGES IN SIDE WALL AND 3" O.C. EVERYWHERE
IN END WALL.
3. WINDOWS AND DOORS MAY BE LOCATED ONLY IN THE SHORT SIDE WALL
AND END WALL. LIMITATIONS ON THE TOTAL DIMENSIONS SHALL BE BASED
ON THE SHEAR WALL HEIGHT TO WIDTH RATIO OF 3.5:1 AND SHALL NOT
EXCEED (2/3) OF TOTAL LENGTH OF BUILDING. DOOR AND WINDOW SHALL
BE LOCATED SUCH THAT THEY ARE AT LEAST 2'-0" APART IN SIDE WALL,
AND AT ANY ONE END OF END WALL.
4. EDGE NAILING SHALL BE PROVIDED AT TOP PLATE IN ALL END WALLS.
5. PROVIDE BLOCKING AT ALL UNSUPPORTED EDGES OF WALL SHEATHING.
1
S-6
SIDE WALL ELEVATION WITH PANEL SIDING
SCALE: 1/4" = 1'-0"
2
S-6
ENDWALL ELEVATION WITH PANEL SIDING
SCALE: 1/4" = 1'-0"
SAMPLE UNIT WITHOUT OPENINGS SAMPLE UNIT WITH 3'-0" DOOR
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
29 GA.
PANELASPHALT
SHINGLES
2'-0" MINIMUM WALL TOP PLATE
WALL STUD AT 16" O.C.
(2) SIMPSON CS18 (43MIL X 1-1/4", GRADE 40 STEEL, G60 COATING)
X-STRAP OR EQUIVALENT ON INSIDE FACE OF WALL STUD.
ATTACH STRAPS TO WALL TOP & BOTTOM PLATES WITH 0.131"
x 2-1/4" NAILS STAGGERED - (4) NAILS IN SIDE WALL, (6) NAILS IN
END WALL WITHOUT OPENINGS AND (10) NAILS IN END WALL WITH
OPENINGS. STRAP MAY BE WRAPPED AROUND
WALL TOP & BOTTOM PLATES.
ALTERNATE: 7/16" APA RATED SHEATHING ON OUTSIDE FACE OF
WALL STUD FASTENED WITH 8d COMMON OR DEFORMED (0.131"
x 2-1/2") NAILS AT 6" O.C. IN FIELD AND 3" O.C. AT EDGES IN SIDE
WALL, AND 3" O.C. EVERYWHERE IN END WALL.
WALL BOTTOM PLATE
BAND JOIST
4X6 SKID
BOTTOM PLATE
BAND JOIST
WALL STUDS
FLOOR JOIST
FLOOR SHEATHING
SIMPSON CS20 STRAP ON INSIDE
FACE WITH (3) 0.131" X 1-12" MIN.
NAILS EACH INTO BOTTOM
PLATE AND STUD
1/4" x 4" HEX LAG SCREWS WITHIN 3" ON EITHER SIDE OF STUD AT
X-BRACE END LOCATIONS AND CENTERED THRU
BAND JOIST - (2) SCREWS IN SIDE WALL AND END WALL WITHOUT OPENINGS, AND
(4) SCREWS IN END WALL WITH
OPENINGS SPACED MIN. 1" APART. PREDRILL MAX. 1/4" DIA. HOLE THRU
BOTTOM PLATE AND 0.15" DIA. HOLE THRU SHEATHING AND BAND JOIST.SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
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DRAWN BY:
CHECKED BY:
RD
KMB
S-6A
SHEET 7 OF 12
ELEVATIONS -
LAP SIDING
1
S-6A
SIDE WALL ELEVATION WITH LAP SIDING
SCALE: 1/4" = 1'-0"
4
S-6A
ENDWALL ELEVATION WITH LAP SIDING
SCALE: 1/4" = 1'-0"
2
S-6A
ELEVATION WITH LAP SIDING
SCALE: NTS
PARTIAL SIDE WALL / END WALL FRAMING
3
S-6A
WALL STUD TIEDOWN FOR X-BRACE OPTION
SCALE: NTS
NOTES:
1. MIN. 0.45" THICK LP SMARTSIDE 12" BOLD PROFILES DOUBLE 5" FIBER
SUBSTRATE LAP SIDING PER ICC-ES ESR 3090, TABLES 2A, 2B, AND 2C.
2. ATTACH LAP SIDING TO STUD / SHEATHING WITH 8d SINKER NAILS
(0.113"X2-3/8") AT 3/8" FROM EACH END, AND 3 NAILS PER STUD / 16"
SPACING -- 3" FROM TOP EDGE, IN THE MIDDLE AND 1-1/2" FROM BOTTOM
EDGE.
3. NO OPENINGS SHALL BE IN THE TALLEST SIDE WALL.
4. WINDOWS AND DOORS MAY BE LOCATED ONLY IN THE SHORT SIDE WALL
AND END WALL. LIMITATIONS ON THE TOTAL DIMENSIONS SHALL BE BASED
ON THE SHEAR WALL HEIGHT TO WIDTH RATIO OF 3.5:1 AND SHALL NOT
EXCEED 2/3 OF TOTAL LENGTH OF BUILDING.MAXIMUM OF ONE DOOR AND
ONE WINDOW SHALL BE LOCATED SUCH THAT THEY'RE AT LEAST 2'-0"
APART IN SIDE WALL, AND AT ANY ONE END OF END WALL.
5. EDGE NAILING SHALL BE PROVIDED AT TOP PLATE IN ALL WALLS.
6. PROVIDE BLOCKING AT ALL UNSUPPORTED EDGES OF WALL SHEATHING.
SHEARWALL WITH LP SMARTSIDE LAP SIDING1
FLOOR
WIDTH (FT)
OPENING WIDTH (FT.)MAX LENGTH OF
BUILDING
LONG SIDE
WALL
SHORT END
WALL
6'-0"3'-0", 4'-0" OR
6'-0"2'-0", 3'-0"12'-0"
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
4X6 P.T. S.Y.P. #2 SKIDS
5 8" PLYWOOD
SHEATHING
2X4 S.P.F. #2
BRIDGING
2X4 S.Y.P. #2 RAFTERS
AT 24" O.C.
2X4 S.P.F. #2
SOLE PLATE
2X4 S.P.F. #2
VERT. WALL STUD
2X4 S.P.F. #2
TOP PLATE
2X4 S.P.F. #2
RAFTER
12'-0"4X6 P.T. S.Y.P.
#2 SKIDS
2X4 S.P.F #2
SOLE PLATE
2X4 S.P.F. #2
VERT. WALL
STUD
CORNER POST
SEE DETAIL
4/S-9
2X4 S.P.F. #2
TOP PLATE
GABLE TRUSS
AT ENDWALL
2X4 S.Y.P. #2 RAFTERS AT 24" O.C.
NOTE:
FOR ALL FASTENING OF FRAMING
MEMBERS NOT NOTED ON THIS
SHEET REFER TO FASTENING
SCHEDULE ON SHEET S-4.
4'-0"
6'
-
3
"
2'-0"2'-0"2'-0"
PRE-ENGINEERED
TRUSS
2X4 S.P.F. #2 TOP
PLATE
2X4 S.P.F. #2 TOP
PLATE
2X4 S.P.F. #2
VERT. WALL STUD
2X4 S.P.F. #2
SOLE PLATE
2.55
12
3'-0" DOOR
9"
2'-0"
PRE-ENGINEERED
TRUSS
2X4 S.P.F. #2 TOP
PLATE
2X4 S.P.F. #2 TOP
PLATE
2X4 S.P.F. #2
VERT. WALL STUD
2X4 S.P.F. #2
SOLE PLATE
2.55
12
UPPER GAMBREL
TRIM BY
CENTRAL STATES
MANUFACTURING,
PART # GTU OR
EQUAL - BEND TO FIT
RESIDENTIAL
EAVE TRIM BY
CENTRAL
STATES
MANUFACTURING
PART # RET
OR EQUAL
29 GA PANEL-LOC
PLUS ROOF PANEL
BY CENTRAL STATES
MANUFACTURING OR
EQUAL
6'-0" WIDE
OPTIONAL METAL ROOF
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
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DRAWN BY:
CHECKED BY:
RD
KMB
S-7
SHEET 8 OF 12
ELEVATIONS
AND SECTIONS
3
S-10
1
S-7
FRAMING ELEVATION OF TALL SIDE WALL
SCALE: 3/8" = 1'-0"
2
S-7
CROSS SECTION
SCALE: 3/8" = 1'-0"
3
S-7
ENDWALL FRAMING ELEVATION
SCALE: 3/8" = 1'-0"
5
S-7
ENDWALL FRAMING ELEVATION
SCALE: 3/8" = 1'-0"
4
S-7
ENDWALL FRAMING ELEVATION
SCALE: 3/8" = 1'-0"
5
S-11
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
12'-0"4X6 P.T. S.Y.P.
#2 SKIDS
2X4 S.P.F #2
SOLE PLATE
2X4 S.P.F. #2
VERT. WALL
STUD
CORNER POST
SEE DETAIL
4/S-13
2X4 S.P.F. #2
TOP PLATE
GABLE TRUSS
AT ENDWALL
2X4 S.Y.P. #2 RAFTERS
AT 24" O.C.
JACK
STUD
3'-0" TO 6'-0"
VA
R
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27
"
T
O
3
6
"
1'-0" MIN.1'-0" MIN.
2X4 S.Y.P.
#2 RAFTER
2X4 S.P.F. #2
LAID FLAT
(TYP)
SIDEWALL
2'-0" NOMINAL WINDOW HEADER AND SILL
3'-0" DOOR OPENING
3'-0"
(2) 2X4's S.P.F.
#2 WITH 12"
FLITCH PLATE.
SEE DETAIL
4/S-11
SIDEWALL
6'-0" DOOR OPENING
(2) LAYERS OF
1-3 4" X 3-12"
1.9E MICROLLAM
LVL BEAM OR
(2) 2X6's S.P.F.
#2 WITH 12"
FLITCH PLATE
(2) - 2X4 S.P.F.
#2 JACKSTUDS
SIDEWALL
4'-0" DOOR OPENING
(2) 2X4's S.P.F.
#2 WITH 12"
FLITCH PLATE.
SEE DETAIL 4/S-11
1'-10 1/2"
2'
-
5
"
VA
R
I
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S
3
'
-
0
"
2X4 S.P.F. #2
LAID FLAT
6'-0"4'-0"
2X4 S.Y.P.
#2 RAFTER
1
S-8
FRAMING ELEVATION
SCALE: 3/8" = 1'-0"
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
TH
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DRAWN BY:
CHECKED BY:
RD
KMB
S-8
SHEET 9 OF 12
SHORT SIDE WALL
ELEVATION
2
S-8
FRAMING ELEVATION
SCALE: 3/8" = 1'-0"
3
S-8
FRAMING ELEVATION
SCALE: 3/8" = 1'-0"
5
S-8
FRAMING ELEVATION
SCALE: 3/8" = 1'-0"
4
S-8
FRAMING ELEVATION
SCALE: 3/8" = 1'-0"
5
S-11
7
S-11
7
S-11 7
S-11
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
1/4" X 4" X 30" STEEL
SPLICE PLATE ON BOTH
SIDES OF SKIDS WITH (12)
5/16" X 2-1/2" LAG SCREWS
3 EACH END OF PLATE
VARIE
S
4X6 P.T. S.Y.P. #2 SKID WITH
1-1/2" WIDE BY 3/4" OR 1-1/2"
DEEP NOTCHES AT 16" O.C.
ENTIRE LENGTH OF SKID TO
ACCOMMODATE FLOOR
JOISTS (TYP.)
SIMPSON H-3 AT
EVERY JOIST.
ATTACHED TO SKID.
REFER TO FLOOR
FRAMING PLANS16" O
.
C
.
16" O
.
C
.
DEEP
WIDE
FOR END NOTCH
SEE DETAIL 2/S-12
4X6 P.T. S.Y.P. #2 SKID WITH
1-1/2" WIDE BY 3/4" OR 1-1/2"
DEEP NOTCHES AT 16" O.C.
ENTIRE LENGTH OF SKID TO
ACCOMMODATE FLOOR
JOISTS (TYP.)
2X4 P.T. S.Y.P. #2
PULLING BLOCK WITH
(2) 0.131"Ø X 3"
GUNNAILS INTO EACH
SKID
2X4 P.T. S.Y.P. #2 FLOOR
JOIST 16" O.C. WITH (2) 0.131"Ø
X 3" GUNNAILS (1) INTO EACH
SKID TOENAILED
2X4 P.T. S.Y.P. #2 FLOOR
JOIST ATTACHED WITH 10d
NAILS AT 8" O.C.
STAGGERED
5
1
/
2
"
2"
3
1
/
2
"
5/8" PLYWOOD
DECKING
2X4 P.T. S.Y.P. #2
FLOOR JOIST
4X6 P.T. S.Y.P.
#2 SKIDS
(1) H3 SIMPSON HURRICANE
ANCHOR OR EQUAL AT
EVERY JOIST WITH (8) TOTAL
0.131"Ø X 2-1/2" NAILS (4)
INTO JOIST AND (4) INTO
OUTER SKIDS ONLY
(ALTERNATE:
0.131"°Ø x 1 1/2" NAILS)
(2) H3 ANCHORS AT X-BRACE
END LOCATIONS FOR SHEDS
WITH LAP SIDING.
END WALL
SIDING / SHEATHING
SIDE
WALL
SIDING /
SHEATHING
2X4 S.P.F. #2
VERT. WALL STUDS
2X4 S.P.F. #2
VERT. WALL STUDS
SPLICE LOCATION
(8) 10d NAILS
EACH SIDE OF
SPLICE
48" LONG 2x
SPLICE CONNECTOR
CONTINUOUS 2x
TOP PLATE
RAFTERS AT
24" O.C.
2x SPLICE
CONNECTOR
BELOW
CONTINUOUS 2x
TOP PLATE
ABOVE
SPLICE CONNECTION DETAIL
PLAN VIEW
1
S-9
ISOMETRIC SKID DETAIL
SCALE: N.T.S.
2
S-9
END WALL JOIST DETAIL
SCALE: 3" = 1'-0"
3
S-9
SKID CONNECTION DETAIL
SCALE: 3" = 1'-0"
4
S-9
CORNER CONNECTION DETAIL
SCALE 3" = 1'-0"
5
S-9
SPLICE CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
NOTE:
FOR ALL FASTENERS OF FRAMING MEMBERS
NOT NOTED ON THIS SHEET, REFER TO
FASTENING SCHEDULE ON SHEET S-4.
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
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S-9DETAILS
SHEET 10 OF 12
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2X4 S.P.F. #2
WALL STUD
SIDING / SHEATHING
PRE-ENGINEERED GABLE
TRUSS AT ENDWALLS ONLY
2X4 FLOOR
JOIST
2X4 S.P.F. #2
TOP PLATE
7/16" OSB OR PLYWOOD
SHEATHING (UNBLOCKED)
FASTENED WITH
2-3/8" X 0.113" NAILS AT 6" O.C.
IN FIELD AND ENDS ABOVE
RAFTER / TRUSS
0.131"Ø X 3" GUNNAIL
TOENAILED RAFTER
TO TOP PLATE SIMPSON LTS12 WITH
(12) TOTAL (6) EACH
END OR SIMPSON H8
WITH (8) TOTAL (4)
EACH END 0.148"Ø X 1-1/2"
GUNNAILS OR EQUAL
INTO RAFTERS AND
STUD WALLS / TOP PLATE.
STRAP MAY BE BENT AROUND
TOP PLATE IF WALL STUDS AT
16" O.C.
ALTERNATE: 0.131" X 1- 12" NAILS
2X4 S.P.F. #2 VERT.
WALL STUD
SIDING / SHEATHING
SEE SHEETS S-6 AND S-6A
2X4 BAND
JOIST
29 GA. PANEL-LOC PLUS
ROOF PANEL BY CENTRAL
STATES MANUFACTURING
OR EQUALATTACH PANEL TO SHEATHING
WITH #10 KWIKSEAL II
WOODBINDER SCREWS WITH
SEALING WASHER OR APPROVED
EQUAL AT MAX. 24" O.C. ALONG
THE SLOPE AND 6"-3"-6" ACROSS
THE PANEL AT ALL LOCATIONS
SIMPSON LTS12 WITH
(12) TOTAL (6) EACH
END OR SIMPSON H8
WITH (8) TOTAL (4)
EACH END 0.148"Ø X 1-1/2"
GUNNAILS OR EQUAL
INTO RAFTERS AND
STUD WALLS / TOP PLATE.
STRAP MAY BE BENT AROUND
TOP PLATE IF WALL STUDS AT
16" O.C.
ALTERNATE: 0.131" X 1- 12" NAILS
2X4 S.P.F. #2
TOP PLATE
7/16" OSB OR PLYWOOD
SHEATHING (UNBLOCKED)
FASTENED WITH
2-3/8" X 0.113" NAILS AT 6" O.C.
IN FIELD AND ENDS ABOVE
RAFTER / TRUSS
0.131"Ø X 3" GUNNAIL
TOENAILED RAFTER
TO TOP PLATE
SIMPSON CS20 20 GA. X
1-1/4" GALV. STEEL STRAP
WITH (10) 0.131"Ø X 2-1/4"
NAILS OR EQUAL (5) INTO
RAFTERS AND (5) INTO
STUD WALL
ASTM D 7158 CLASS H OR ASTM D
3161 CLASS F ASPHALT SHINGLES
OVER APPROVED UNDERLAYMENT,
METHOD OR DESIGN AS DESCRIBED
UNDER GENERAL NOTES 10 THRU 13
ON SHEET S-2
NOTE:
FOR ALL FASTENING OF FRAMING MEMBERS
NOT NOTED ON THIS SHEET, REFER TO
FASTENING SCHEDULE ON SHEET S-4.
1
S-10
GABLE TRUSS DETAIL
SCALE: 1-1/2" = 1'-0"
2
S-10
METAL ROOF FASTENING DETAIL
SCALE: 1-1/2" = 1'-0"3
S-10
AND FLOOR FASTENING DETAIL
SCALE: 1-1/2" = 1'-0"
WALL STUD TO RAFTER / TRUSS
4
S-10
RAFTER AT TALL SIDE WALL DETAIL
SCALE: 1-1/2" = 1'-0"
WALL STUD TO
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
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S-10DETAILS
SHEET 11 OF 12
5
S-10
RAFTER DETAIL
SCALE: 1-1/2" = 1'-0"
ALTERNATE WALL STUD TO
6
S-10
SHINGLE FASTENING DETAIL
SCALE: 1-1/2" = 1'-0"
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
VA
R
I
E
S
SIMPSON CS20 20 GA X 1-14"
GALV. STEEL STRAP
1 1/4"
18 GA. GALVANIZED STEEL WITH
(12) TOTAL (6) EACH END
0.148"Ø X 1-12" NAILS OR EQUAL INTO
RAFTERS AND STUD WALLS
12" FLITCH
PLATE
1 1/2"1 1/2"
3
1
/
2
"
(2) 2x4 SPF #2
2X4
TOP PLATE
1
1
/
2
"
1
1
/
2
"
12" FLITCH
PLATE
3 1/2"
(3) 0.131"Ø X 3"
GUNNAILS
EACH END OF
HEADER
(1) - 2X S.P.F. #2 WITH
1/2" PLYWOOD FILLER
SEE DETAIL ON 3/S-14
FOR MAX 2'-0" WIDE
WINDOW
2X4 S.P.F. #2
LAID FLAT
SIMPSON CS20 20 GA. X 1-1 4"
STRAP WRAPPED OVER
HEADER WITH 0.131"Ø X 2-1/4"
UP TO 4'-0" DOOR HEADER
USE (5) GUNNAILS
6'-0" DOOR HEADER USE (6)
GUNNAILS ON EACH END OF
STRAP
(2) - 2X S.P.F. #2 WITH
1/2" PLYWOOD FILLER
SEE DETAIL ON 4/S-11
OR (2) LVL BEAMS
PER DETAIL 5/S-8
3
S-11
HEADER SECTION
SCALE: 3" = 1'-0"
4
S-11
HEADER SECTION
SCALE: 3" = 1'-0"
2
S-11
STRAP DETAIL
SCALE: 3" = 1'-0"
1
S-11
SIMPSON LTS12 DETAIL
SCALE: 3" = 1'-0"
SHEET:
DATE:
SCALE:
12/08/20
AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
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S-11DETAILS
SHEET 12 OF 12
5
S-11
WINDOW HEADER AND SILL DETAIL
SCALE: N.T.S.
6
S-11
HEADER WITH STRAP
SCALE: N.T.S.
12/30/20
2020-12-31 TOP LINE ENGINEERING APPROVAL PLAN # Slim-V *** NOT HVHZ APPROVED
NOT APPROVED FOR HVHZ
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
SHEET:
DATE:
SCALE: AS NOTED
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F-1GENERAL NOTES
KMB
RD
TIEDOWN PLANS
COOK PORTABLE WAREHOUSES
100 DOUGLAS ST. VALDOSTA, GA 31601132 CENTRAL INDUSTRIAL ROW, PURVIS, MS 39475
SHEET 1 OF 6
1398 HWY 95 NORHT, BASTROP, TX 78602
STATE OF FLORIDA
----
12/21/20
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502
GENERAL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND
ELECTRICAL DETAIL AND DIMENSIONS. ANY DISCREPANCIES BETWEEN SUCH DETAILS AND DIMENSIONS SHALL BE REPORTED
TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION PROCEDURE AND SEQUENCE TO INSURE THE INTEGRITY OF THE
BUILDING AND ITS COMPONENT PARTS DURINGCONSTRUCTION.
4. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 7TH EDITION, 2020 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 WRITTEN CONSENT -
A COPY OF WHICH WILL BE FILED WITH THE CONSTRUCTION OFFICIAL.
5. ANY CHANGES TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE WITHOUT WRITTEN CONSENT FROM THE
ENGINEER.
6. THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED WITHOUT HIS CONSENT. DRAWINGS
SHALL NOT BE USED FOR ISSUE OF BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ENGINEER.
7. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS 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. THE DRAWINGS SHOW THE GENERAL ARRANGEMENTS AND EXTENT
OF THE WORK. AS THE WORK PROGRESSES, THE OWNER AND THE CONTRACTOR, AT NO EXTRA COSTS, SHALL MAKE THE
MODIFICATIONS TO MAKE THE PARTS ALIGN.
8. ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF LOCAL AND STATE CODES AND THE SPECS OF THE
NATIONAL BOARD OF FIRE UNDERWRITERS. CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND
CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. HE SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER FOR
CORRECTION PRIOR TO BEGINNING ANY WORK. THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WORK WILL
BE EVIDENCE OF FAULTY WORK. AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DO NOT SCALE DRAWINGS . ALL
WRITTEN DIMENSIONS GOVERN.
9. THE CONTRACTOR FOR THIS 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 WORK.
10. THE DOCUMENTS SHOW AN OVERVIEW OF THE WORK REQUIRED UNDER THIS 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 NECESSARILY SHOW ALL DETAILS AND
CONDITIONS. ALL NEW INTERIOR CONCRETE SLABS AND FOUNDATION WALLS AND FOOTINGS SHALL HAVE SOIL POISONING
UNDER NEW WORK AND SHALL BE INSTALLED BY A LICENSED CONTRACTOR.
11. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE AND DEPARTMENT OF AGRICULTURE, STRUCTURAL PEST
CONTROL DIVISION REGULATIONS, RULES DEFINITIONS AND REQUIREMENTS.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL EXISTING SETBACKS, EASEMENTS, AND
ANY DEED RESTRICTIONS.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP AND SHALL INCLUDE THE SITE, AND THE BUILDING. THE
ENTIRE PROJECT SHALL BE LEFT IN A NEW, CLEAN CONDITION.
14. TIEDOWNS SHOWN INCLUDING STRAP AND ANCHOR, AND BEARING PADS ARE BASED ON AN ALLOWABLE BEARING PRESSURE
OF 2500 PSF. ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
15. THE CONTRACTOR IS RECOMMENDED TO USE A SOIL TEST PROBE TO DETERMINE THE SOIL CLASS. WHERE SUCH TESTING IS
NOT CONDUCTED, IT IS RECOMMENDED TO USE A 60" GALVANIZED ANCHOR WITH STABILIZER PLATE.
16. CONCRETE PADS UNDER SKIDS ARE OPTIONAL AND SHALL BE LOCATED ON UNDISTURBED SOIL OR PROPERLY COMPACTED
FILL MATERIAL. COMPACTED SOIL SHALL BE TESTED TO A MINIMUM OF 95% PROCTOR IN ACCORDANCE WITH ASTM D1557. FILL
MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL.
17. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE. PROVISIONS SHALL BE MADE TO PREVENT
SOIL EROSION UNDER THE PAD AND DIRECT WATER AWAY FROM IT.
Sheet Index
SHEET NUMBER SHEET TITLE
F-1 TIEDOWN GENERAL
NOTES
F-2 TIEDOWN SCHEDULE FOR
EXPOSURE B
F-3 TIEDOWN SCHEDULE FOR
EXPOSURE C
F-4 GROUND
ANCHOR SCHEDULE
F-5 TIEDOWN SECTIONS
F-6 OPTIONAL
PAD DETAILS
This item has been electronically signed and sealed by Kent M. Bice P.E.
on 12/21/2020 using a Digital Signature. Printed copies of this document
are not considered signed and sealed and the signature must be verified
on any electronic copies.
Engineer: Kent Bice
FL License #: 50421
FL COA#: 30468
TIEDOWN SCHEDULE FOR UP TO 110 MPH WIND SPEED, EXPOSURE "B"
BLDG
WIDTH
NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH (FT)
8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0 26'-0" 28'-0" 30'-0" 32'-0"
7'-11" 1/2" 2 2 2 2 2 2 2 2 2 N.A. N.A. N.A. N.A.
9'-11" 1/2" 2 2 2 2 2 2 2 2 2 2 2 2 N.A.
11'-0"2 2 2 2 2 2 2 2 2 2 2 2 2
TIEDOWN SCHEDULE FOR 111 TO 130 MPH WIND SPEED, EXPOSURE "B"
BLDG
WIDTH
NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH (FT)
8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0 26'-0" 28'-0" 30'-0" 32'-0"
7'-11" 1/2" 2 2 2 2 2 2 2 2 2 N.A. N.A. N.A. N.A.
9'-11" 1/2" 2 2 2 2 2 2 2 2 2 2 2 2 N.A.
11'-0" 2 2 2 2 2 2 2 2 2 2 2 2 2
TIEDOWN SCHEDULE FOR 131 TO 160 MPH WIND SPEED, EXPOSURE "B"
BLDG
WIDTH
NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH (FT)
8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0 26'-0" 28'-0" 30'-0" 32'-0"
7'-11" 1/2" 2 2 2 2 2 2 3 3 3 N.A. N.A. N.A. N.A.
9'-11" 1/2" 2 2 2 2 2 2 2 3 3 3 3 3 N.A.
11'-0"2 2 2 2 2 2 2 3 3 3 3 3 4
SHEET:
DATE:
SCALE: AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502 TH
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F-2
SHEET 2 OF 6
TIEDOWN SCHEDULE
FOR EXPOSURE B
12/21/20
1. PROVIDE A MINIMUM OF ONE TIEDOWN STRAP AND ANCHOR AT EACH END OF EACH OUTER
SKID. EVENLY SPACE THE REMAINING TIEDOWNS.
2. WRAP THE STRAP AROUND THE SKID AND ATTACH TO ANCHOR.
3. MAXIMUM PERMITTED ANGLE OF STRAP FROM VERTICAL IS 45 DEGREES. LOCATE ANCHORS
VERTICALLY INTO THE GROUND.
This item has been electronically signed and sealed by Kent M. Bice P.E.
on 12/21/2020 using a Digital Signature. Printed copies of this document
are not considered signed and sealed and the signature must be verified
on any electronic copies.
Engineer: Kent Bice
FL License #: 50421
FL COA#: 30468
TIEDOWN SCHEDULE FOR UP TO 110 MPH WIND SPEED, EXPOSURE "C"
BLDG
WIDTH
NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH (FT)
8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0 26'-0" 28'-0" 30'-0" 32'-0"
7'-11" 1/2"2 2 2 2 2 2 2 2 2 N.A. N.A. N.A. N.A.
9'-11" 1/2" 2 2 2 2 2 2 2 2 2 2 2 2 N.A.
11'-0" 2 2 2 2 2 2 2 2 2 2 2 2 2
TIEDOWN SCHEDULE FOR 111 TO 130 MPH WIND SPEED, EXPOSURE "C"
BLDG
WIDTH
NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH (FT)
8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0 26'-0" 28'-0" 30'-0" 32'-0"
7'-11" 1/2" 2 2 2 2 2 2 2 2 2 N.A. N.A. N.A. N.A.
9'-11" 1/2" 2 2 2 2 2 2 2 2 2 2 3 3 N.A.
11'-0" 2 2 2 2 2 2 2 2 2 2 3 3 3
TIEDOWN SCHEDULE FOR 131 TO 160 MPH WIND SPEED, EXPOSURE "C"
BLDG
WIDTH
NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH (FT)
8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0 26'-0" 28'-0" 30'-0" 32'-0"
7'-11" 1/2" 2 2 2 3 3 3 4 4 4 N.A. N.A. N.A. N.A.
9'-11" 1/2" 2 2 2 2 2 3 3 3 3 3 4 4 N.A.
11'-0" 2 2 2 2 2 3 3 3 3 3 4 4 4
SHEET:
DATE:
SCALE: AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502 TH
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F-3
SHEET 3 OF 6
TIEDOWN SCHEDULE
FOR EXPOSURE C
12/21/20
1. PROVIDE A MINIMUM OF ONE TIEDOWN STRAP AND ANCHOR AT EACH END OF EACH OUTER
SKID. EVENLY SPACE THE REMAINING TIEDOWNS.
2. WRAP THE STRAP AROUND THE SKID AND ATTACH TO ANCHOR.
3. 3. MAXIMUM PERMITTED ANGLE OF STRAP FROM VERTICAL IS 45 DEGREES. LOCATE
ANCHORS VERTICALLY INTO THE GROUND.
This item has been electronically signed and sealed by Kent M. Bice P.E.
on 12/21/2020 using a Digital Signature. Printed copies of this document
are not considered signed and sealed and the signature must be verified
on any electronic copies.
Engineer: Kent Bice
FL License #: 50421
FL COA#: 30468
GROUND ANCHOR SCHEDULE
MODEL # PART #DESCRIPTION SOIL
CLASS
M12H5/8 59080 /
59081 48" X 5 8" ROD WITH (1) 6" HELIX 4A
M12H3/4 59085 /
59094 48" X 3 4" ROD WITH (1) 6" HELIX 4A
M1423/4 59128 42" X 3 4" ROD WITH (2) 4" HELIX 4A
M1483/4 59086
48" X 3 4" ROD WITH (2) 4" HELIX 4A
M12H64 59250
36" X 3 4" ROD WITH (1) 4" HELIX AND (1) 6" HELIX 4A
N/A 59065 EYE ANCHOR - 48" X 5 8" WITH (1) 6" HELIX 4A
N/A 59045 EYE ANCHOR - 48" X 3 4" WITH (1) 6" HELIX 4A
M607 59099
60" X 3 4" WITH (1) 7" HELIX 4B
N/A 59040 EYE ANCHOR - 60" X 3 4" WITH (1) 8" HELIX 4B
NOTES:
1. ALL APPROVED ANCHORS LISTED ABOVE ARE MANUFACTURED BY TIE DOWN ENGINEERING.
2. THE CONTRACTOR MAY USE AN APPROVED EQUIVALENT WITH APPROVAL FROM THE EOR.
3. ANCHORS SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS.
SHEET:
DATE:
SCALE: AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502 TH
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DRAWN BY:
CHECKED BY:
RD
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F-4
SHEET 4 OF 6
GROUND
ANCHOR SCHEDULE
12/21/20
This item has been electronically signed and sealed by Kent M. Bice P.E.
on 12/21/2020 using a Digital Signature. Printed copies of this document
are not considered signed and sealed and the signature must be verified
on any electronic copies.
Engineer: Kent Bice
FL License #: 50421
FL COA#: 30468
REFER TO
DETAIL 4/F-5
FOR FASTENING
REFER TO SCHEDULES ON
SHEETS F-2 & F-3 FOR
TIEDOWN SPACING
WOOD STUD
WALL
REFER TO SHEET F-4
FOR ANCHORS
INSTALL VERTICALLY AS SHOWN
FINISH
GRADE P.T. WOOD SHIMS
AT BOTTOM OF
SKID, IF NEEDED
OPTIONAL CONCRETE PAD REFER TO
SCHEDULE SHEET F-6 OR WOOD
SHIMS TO LEVEL OFF BUILDING.
USE UP TO 3 BLOCKS TO LEVEL
REFER TO DETAIL
4/F-5 FOR FASTENING
REFER TO SCHEDULES ON
SHEETS F-2 & F-3 FOR
TIEDOWN SPACING
WOOD STUD WALL
FINISH
GRADE
OPTIONAL CONCRETE PAD
REFER TO
SCHEDULE SHEET F-6 REFER TO SHEET
F-4 FOR ANCHOR,
INSTALL AS
SHOWN
REFER TO
DETAIL 4/F-5
FOR FASTENING
REFER TO SCHEDULES ON
SHEETS F-2 & F-3 FOR
TIEDOWN SPACING
WOOD STUD
WALL
FINISH
GRADE
OPTIONAL CONCRETE PAD REFER
TO SCHEDULE SHEET F-6 OR WOOD
SHIMS TO LEVEL OFF BUILDING.
USE UP TO 3 BLOCKS TO LEVEL
FINISH
GRADE
REFER TO
DETAIL 4/F-5
FOR FASTENING
REFER TO SCHEDULES ON
SHEETS F-2 & F-3 FOR
TIEDOWN SPACING
WOOD STUD
WALL
STABILIZER PLATE #59286 BY
TIE DOWN ENGINEERING OR
EQUAL. AT ALL ANCHOR
LOCATIONS EACH SIDE OF
SHED.
BUILDING SKID REFER TO
BUILDING PLAN FOR SIZE,
LENGTH, AND LOCATION
TIEDOWN STRAP - 0.035 x 1-1/4" GALVANIZED
STEEL QQS-781-H 1 FINISH B, GRADE 1 BY
MINUTEMAN PRODUCTS INC. OR EQUAL. STRAP
AND CONNECTION HARDWARE SHALL HAVE 4725
LB. MIN. ULTIMATE CAPACITY
TIEDOWN ENGINEERING
DOUBLE TENSIONER
PART NUMBER 59100
1
F-5
VERTICAL ANCHOR SECTION
SCALE: N.T.S.
ALL SKIDS ON GRADE 2
F-5
ANCHOR UN-LEVEL GROUND SECTION
SCALE: N.T.S.
SKIDS ON GRADE & CONC. PADS VERTICAL
3
F-5
VERTICAL ANCHOR SECTION
SCALE: N.T.S.
ALL SKIDS ON CONC. PADS
SHEET:
DATE:
SCALE: AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502 TH
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DRAWN BY:
CHECKED BY:
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F-5TIEDOWN SECTIONS
SHEET 5 OF 6
12/21/20
6
F-5
ANCHOR UN-LEVEL GROUND SECTION
SCALE N.T.S.
ALL SKIDS ON CONC. PADS VERTICAL
4
F-5
DETAIL
SCALE: N.T.S.
5
F-5
PLATE DETAIL
SCALE N.T.S.
STABILIZER
This item has been electronically signed and sealed by Kent M. Bice P.E.
on 12/21/2020 using a Digital Signature. Printed copies of this document
are not considered signed and sealed and the signature must be verified
on any electronic copies.
Engineer: Kent Bice
FL License #: 50421
FL COA#: 30468
4X6 SKID
4X6 SKID
4X6 SKID
8'-0" TO 23'-9"
7'
-
1
1
1
/
2
"
SW1 SW2
16"X16"X3/4" ABS PIER PAD OR EQUAL
16" X 16" X 4" CONC. PAD OR
(2) 16" X 8" X 4" CONC. PAD OR
16"X16"X3/4" ABS PIER PAD OR EQUAL
(TYP.)
8'-0" TO 32'-0"
8'-0" TO 29'-9"11'-0" WIDE
9'-1112" WIDE
9'
-
1
1
1 2 "
11
'
-
0
"
SW1 SW2
4X6 SKID (TYP)
FLOOR JOIST (TYP)
16" X 16" X 4" CONC. PAD OR
(2) 16" X 8" X 4" CONC. PAD OR
16"X16"X3/4" ABS PIER PAD OR EQUAL
(TYP.)
16" X 16" X 4" OR (2) 16" X 8" X 4" PAD SCHEDULE FOR ALL WIND SPEEDS,
EXPOSURES, AND 40 PSF FLOOR LOAD
BLDG WIDTH
NUMBER OF PADS REQUIRED BY BUILDING LENGTH UNDER EACH SKID
8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0"
SINGLE
WIDE
UNITS
7'-11 12" 3 3 3 4 4 4 5 5 5 N.A. N.A. N.A. N.A.
9'-11 12"2 3 3 3 3 4 4 4 4 5 5 5 N.A.
11'-0" 2 3 3 3 3 4 4 4 4 5 5 5 5
NOTE:
1. 4" MIN. THICK, 2500 PSI MIN. CONCRETE PADS ARE OPTIONAL.
2. DIMENSIONS SHOWN ARE NOMINAL.
3. TIEDOWNS ARE REQUIRED MIN. (4) PER BUILDING, (1) AT EACH CORNER SHEARWALL (SW#).
4. REFER TO SCHEDULES ON SHEET F-2 & F-3 FOR TIEDOWN SPACING AND SCHEDULES ON
THIS SHEET FOR OPTIONAL PAD LOCATION.
5. SPACE OPTIONAL PADS AT EACH END OF EACH SKID AND EQUALLY IN-BETWEEN.
6. LOCATE PAD CENTERED UNDER THE SKID.
2
F-6
(2) 16"X8"X4" PAD DETAIL
SCALE: N.T.S.
3
F-6
PAD LOCATION PLAN
SCALE: N..T.S.
1 & 2
F-6
SHEET:
DATE:
SCALE: AS NOTED
1552 6TH ST., WINTER HAVEN, FL 33880
(863)865-6502 TH
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DRAWN BY:
CHECKED BY:
RD
KMB
F-6
SHEET 6 OF 6
OPTIONAL
PAD DETAILS
12/21/20
1
F-6
16"X16"X4" PAD DETAIL
SCALE: N.T.S.
Engineer: Kent Bice
FL License #: 50421
FL COA#: 30468
This item has been electronically signed and sealed by Kent M. Bice P.E.
on 12/21/2020 using a Digital Signature. Printed copies of this document
are not considered signed and sealed and the signature must be verified
on any electronic copies.
3
F-6
16"X16"X3/4" ABS PIER PAD DETAIL
SCALE: N.T.S.
NOTICE OF COMMENCEMENT
1
State of
Q ` Tax Folio No. S 51 O D 00
County of tL)\ r,
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713
of the Florida Statutes,the following information is stated in this/NOTICE QF CCIMMENCIEMF NT.
Legal Description of property being improved: S t i h A -y4N-A 1.7`r
5-el" l J I-t& 2S-L9E fp FrioT las1/4(AL. PAMPAS uN l 2R l-6 6 tik 11
Address of property being improved: LI 141 J kc--1-4z, Rot A+ G/s1-1L \-Sf 4 X 1, S 22-33
V SQ cl rGeneraldescriptionofimprovements:i2.. X s 1 6.-G- IAC y41'
L i .e skIo,r4 . ( 0—YJ<)
Owner: /1 )1(--11 , 114 Qr ?A 9:^ Address: 4--1 It IcA•, ,i na/)- %
tiGIh7>
L 5223
Owner's interest in site of the improvement: "S+ v 4.4 e•,r}r- S'f"9 rage s i tr1.1'SR.— i {S t'igvvi 45 5f vcf
Fee Simple Titleholder(if other than owner):
Name:
11I
Contractor: c \< °4-417 W 66 ov y-S MgrL kkIv\iLrZZ9-Zc1I- Rif o5 r o•,S (I VQ(
Address: 100 jo1k5 s. / \Ja1do51]" ,(iP 3 10 C1
22 -2ctl-S-o
Telephone No.: ,k)9.-1-M-1,5)0'1,5)0 or (,\ -163.211`
ax No:
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may
be served: Name: kQ 1)y ,4 tiI 1
Address: L1143 S C4 e R - A+ to 1)k. x4
1,
1, c L 72.133
Telephone No: '?13—Lill`,331 Fax No: Nfr
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b), Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed:Date: ?/2.3/2
Doc#2021201537,OR BK 19848 Page 87, Before me this a day of T1.41 a Do in the County of Duval,State
Number Pages. 1 Of Florida,has personally appeared 1,11; k. \ ?k14 Fl AS-V\
Recorded 08/05/2021 01:44 PM,
JODY PHILLIPS CLERK CIRCUIT COURT DUVAL Notary Public at Large,St. e.f Florida,Co • y of
COUNTY My commission expires: V.,"
qui?'''•
RECORDING $10.00 Personally Known: 7579
Produced Identification: !CL p 1. 4.5 • ••,,,.,• ,
Ff`O•' Bonded Tlru Notary Public Undmwiters
L,iRevision Request/Correction to Comments ALL INFORMATION
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
V 800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: C2 i.— OOL14
0 Revision to Issued Permit OR Corrections to Comments Date: 31 ‘112-
Project
12-
Project Address: Hi-k3 S Ree KJ.- piA-1 „4;C se4LAr‘ T L 32.233
Contractor/Contact Name: A4l Vl e ( / 1‹r+j,nso,r,
Contact Phone: 1-1(;— q2.5-- 6 (7
J Email: WI Sri nS WI 1-4- (14"'\U /1'.'\41 I
Description of Proposed Revision/Corrections:
vv-‘4-$ ;fvvir-, f\-€)3r* 0; -4Ax., StNit,j iS
Zk-- i" 4b A S G,.c) sp9cs oxlip& excA ot_ is ;
In-gps : // cook stvcc.caw4st,eJ-s-I-yks/si ,.-sl, 01/
I Midi, ( M 4r I
lOS'"\ affirm the revision/correction to comments is inclusive of the proposed changes.
printed name)ECEIVE
Wi I proposed revision/corrections add additional square footage to original submittal? AUG 1 1 2021
No I 1 Yes (additional s.f. to be added:
BY:
I proposed revision/corrections add additional increase in building value to original submittal?
o Q*Yes (additional increase in building value: $ Contractor must sign if increase in valuation)
Signature of Contractor/Agent: /i
6/ LL
Office Use Only)
El Approved Denied Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18