1184 Hibiscus St ACC20-0080 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
LEONARD ANTHONY JR 1184 HIBISCUS ST ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171012 0020 ATLANTIC BEACH SEC H
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1184 HIBISCUS ST ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY METAL BUILDING / GARAGE $12084.00
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 EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
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: 12/2/2020
PERMIT NUMBER
ACC20-0080
ISSUED: 12/2/2020
EXPIRES: 5/31/2021
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 $115.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.34
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.23
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $353.07
3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL
Notes:
If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to
retention area and retention overflow must run to street.
4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
6 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
7 PUBLIC WORKS TOPO SURVEY INFORMATIONAL
Notes:
Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection.
8 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 12/2/2020
PERMIT NUMBER
ACC20-0080
ISSUED: 12/2/2020
EXPIRES: 5/31/2021
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
ACC20-0080
·~'''. Building Permit Application { :)-J~ City of Atlantic Beach Building Department
,,Ff , !J 800 Seminole Road} Atlantic Beach, FL 32233 ~ ._$
-Phone: (904) 247-5826 Email: Building-Dept@coab.us
Updated 10/9/18
**ALL INFORMATION
HIGHLIGHTED IN GRAY
IS REQUIRED.
Job Address: 1 I 8Y :H:;b;s-c.v.r S'+:-A+l-+>c 8e.,..d,.1FL 1UJ3 Permit Number: _________ _
Legal Description I i:-3':i 3X-~S'-2. 'IE". O"g'G, 4+t,.....+-"'B~ SFC ff: RE# I• I 012..-002..0
Valuation of Work (Replacement Cost)$ L2. O!'i. 0 't Heated/Cooled SF _____ Non-Heated/Cooled ____ _
• Class of Work: 0New □Addition □Alteration □Repair □Move □Demo □Pool □Window/Door
• Use of existing/proposed structure(s): □Commercial 0Residential
• If an existing structure, is a fire sprinkler system installed?: □Yes □No AJ /A
a rate Tree e oval Permit 0f-Jo
Describe in detail the type of work to be performed:
A ,v,e.+·,d l, ... :t).:,,0 /jA.'""'-(.. ...,;11 be.. f~ss:0,, ... 1(
1
Florida Product Approval # __________________ for multiple products use product approval form
Property Owner Information
Name A-"'-t-ho"<:1 ~"'-rJ.
City A+ \_..+-:e,\J f>t,,>...c-h
E-Mail .,.'1\f""J e-. ,: I
Address lliN H-:lo:.sG-... ..S s+-.
State FL Zip 32-2....31 Phone ( .:r o"i) (o ~ I -.::, et "'t "I
,.._..._;I. c..o"""
Owner or Agent Agent, Power of Attorne r Agency Letter Required) __________________ _
Contractor Information
Name of Company Ce---r:ro.-+s A";t .... 1-U""t.. Qualifying Agent ~°""'J.: It OL>.Se,. ..t Jo..cJ<...1"0 ~ .. -:1\e,,
Address 'l 10O Ph:l :.o.s ff...,~. U City J""~""":llL State FL-Zip 32-2..'-t (,,
Office Phone @o~ ir., I -:?t.YI.J 18:ri)'H>'B'-II I(, Job Site Contact Number ______________ _
State Certifica t ion/Registration# ~C 12Sl't'\S-E-Mail k,k;,.4@ e-,r(o~..,"'a .... ~U"!,,. (..oil,,
Architect Name & Phone# ______________ __.,I,)_.__ _________________ _
Engineer's Name & Phone#----------------------------------
Workers Compensation lnsurer _______________ 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 ofthis
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
RECO~~ £~,COMMENCEMEN_T. _____________ _
(Signature of Owner or Agent) {Signature of Contractor)
his / Zday of Signed and sworn to (or affirmed) before me this __ day of
----------~ by __________ _
Owner Builder Affidavit
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
0 ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.
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 UNLICEN SE D PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST
BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS.
IT IS YOUR RESPONSIBILITY TO M AKE SU RE THAT PEOPLE EMPLO YED BY YOU HAVE LIC ENSES
REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LIC ENSING ORD I NAN CES.
11. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT
SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED ..
111. 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.
JV. 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 IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904-
247-5826 OR BUILD ING -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: ! 18'::I H-:l,:s-c. .. s SI-.
Phone Number: 60 4) '2 31-9'M't Owner Name : ,4.,-HtoJ L6,......rzl.
Mailing Address : I 1<ay U.:1.:.u~ ... -t ~ City: i4-t-(Ovl"lt,·c., Be,p..c..1-i. State: FL--Zip: 3 2.2..3 3'
Notarized Signature of Owner __ __.,{)~;__-· --.r,,,,.L-....i:eco-""~=--· ~--------------------'
Th ~:oing-u ment was acknowledged before me this r ~ay (\_J ~v I 26Z \-'tn the State of Florida,
of --l...J 7~ Q;\_ -.,.,------
Signature of Notary Public ., ~
[ ) Personally Known OR [ ] Produced Identification
County
Type of Identification,~: ;;;;;~·(l'\~~f~L~~-~~~~=!!!!l!T---------
..... ;;;:•••··· TON\ GINDLESPERGER
{~:1:f-· .. ~t;, MY COMMISSION U GG 3~3178
,•: :.,, EXPIRES· Oclober 6, 2023 .... ~-' ---"
":}f,,,. ····o<i./ Bonded Thru Notary Public Und"'""'ers ·• .. ~~ .. !;;\,
Upda ted 10/24/.18
NOTICE OF COMMENCEMENT
Sta te of __ f:-__c_(o_,'--~-J_.._ ______ _ Tax Folio No. _l_i ....;,___;_/ _0_(..:.....J__-_O_l)_1.D __
County of D-..i 11-. I
To Wh om It May Conce rn:
The undersign ed hereby i nforms you that improvements w ill be made to certain real property, an d in accordance wi th Section 713
of t he Florida Statutes, the following informa tion is stated in this NOTICE OF COMMENCEM ENT.
Lega l Description ofproperty be ingimproved : ('K-1~ 3'[-.2..,S'-2°1e-.o v<.i A-rLAN.TIC Se'Acit se-c... #
Pl LJ>T~ 2.., 1 t.E"Cb off-l'fl.4'12.-111 3 BLK I~~
Address of p rop erty bei ng improved; ______________________________ _
Gen era I descri ption of improvements: _-r_.-...;.......;;..s+--...;...........:.l \;_;....;."J-+----'"-c=..__;2.:;;....;;~----'+rc'-'---,.......:;.l,Q"+---'l'--~:..__:_+t"'.....:.....:... ___,S:<..:r__,t.A-=-.,__I ----""b --="'--~-'-l J._;;;_::_,"-.c;;AC\--0 _,... __ _
c.-. .... c.,ek(.,. V
Owner: A"'¼o":7" Le..o"'"'-nl Ad dress: 1181.{ l+:b;&c,.i ~ ~ A-tl.,_+-r<.,. ~e,p..d, .FL-,n,:2,33
Owner's interest i n si~ of the Improve ment: __ O==~'-~-------------------• ____ _
Fee Simple Titleholder (if other t han owner): ____________________________ _
Name: _____________________________________ _
Contractor: J 0\,-"'uS Pl 1 e..r-
Address: P. 0 . B • ~ -71 ~
Telephone No.: 3S"2..-41> &' -I I I l,
S+-.-.-k.L Fl-3 2..o q I
J
Fax No: --=i -=:s-;2.......:c......._-_'1.:....::~'-'~'---__,_1...:..1 ..:...;I 3=-----
Surety (if any) ______________________________________ _
Address: ______________________ Amou nt of Bond$ ________ _
Teleph on e No: _________ _ Fax No: ___________ _
Name and addr ess of any person ma ki ng a loan for the construct io n of t he imp rovements
Nam e: _____________________________________ _
Addre ss:-------------------------------------
Phone No· ___________ _ Fax No: ___________ _
Name of p erson withi n the State of Flori da, other tha n hi ms elf, designated by owner upon whom notices or other docu me nts ma y
be served: Nam e:-------------------------------------
Address :-------------------------------------
Telepho ne No: __________ _ Fax No: ___________ _
In addition t o himself, owner designates the following pe rso n to receive a copy of t he Lie nor's Notir.P "" n~n .. :..1,., · ~
713.06(2) (bl, Flori da Statues. (Fi ll in at Owner's opti on) Doc# 20202519 38, OR SK 19449 Page 11 90•
Na me:___________________ Number Pages: 1
Recorded 11 /12/2020 01:R1~ ~RC UIT COURT DUVAL
Addre ss:------------------RONNIE FUSSELL CLE
couNTI
Telephone No:___________ Fax No: RECORDING $10.00
Exp iration date of Notice of Comm encem ent (th e exp ir atio n date is one (
spe cified):---------------------------------------
THIS SPACE FOR RECORDE R'S USE ONLY
_4itA~;~t'."•. JACK SCABAROZI
f:(~'\.l Commtsslon#GG247126 '-:':..~l! Expires August 9, 2022 ••.. , . I,··•· Bonded Thro TIO'f Falll lrusur1nca 800-385-7018
OWNER _ n
Signed: a · ~ ._,,.Qa te: I I t.2. Z...0 1-0
Before me t his \::i day of 'N ovtm \., e<™'Vfrithe Count of Duva l, State
Of Florida, has persona lly appeared Y\,:p t½ n n '{ \ £ oaP-~ ¢.
Notary Public at Large, Statel f Flori da, County of Duval.
M y com mission exp ires: f"'-'!6 d & ~ Cj J l.-v 1., ~
Personally Kno wn:--;:;-.----,:-:---:---------------or
Produced ldentiflcation :''.f-,__._,_l ..,..,__.\ .... ~~L""---------------
...,.:
rug so:mi 1/ 2 m· .LOl' 2 AND ,._ PN'{'J' OF r...ar 3, f3LOCK 196, SEX:'l'IOO "H" ATI,Am'IC SIW:H J>.S Ra:'ORDP..O
IN PLAT ro:>K 16 PAGE: 34 Of' 'lliE CURREIVI' PUS UC RECORDS Of' DI.NAL COUNTY, FWRIDA. ( SEE ATTACni:.D
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HAZARD BCXJNDARY MAP FOR ATLANTIC BEACH, fWRIDA,
I HBR£8Y CERTIFY 'L'O JOHN TSAr, O.TRlNA D., ~zo 0. AND AC.LAA o. ALDA'{, CCM-O.',Wl".AL1'H LMD
TI'l'L.E: THAT I HAVE SURVEYED 'n-IB !..ANOO AS SHCWN IN 'lHE AJY.YVE CAPTION AND 'IiiAT nus MAP ts A
TRUE. ,11,NO CORRECT REPRESE:m'ATION OF 'rnA'r SURI/E:Y AND THAT '!HE SURVE'f REPRE.5E/'-II'f.D liERE'D'l MF.h'l'S
'!'HE MIN!MJl-t 'I'EX:HNICAL STI\NDARJ:lS op· n<E f'I.DRIDA AJ:MINISTRATIVE mm:: CHAPl'ER '1-HH-6 AND 'll{l::
• ., .'"l!HrlA r,ANn 'l"T'T'f.F: A.',SO:::t.\'l'ION.
Revision Request/Correction to Comments
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
*"'ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: A C..C'lJJ-00 'irO
D Revision to Iss ued Permit OR ~Corrections to Comments Date: 11 /2-3 /:z_aU)
i
Project Address : 11 8'.:( H-,1.;s,..,.S -::n-A+\#...,-t-:c. 8e,.....d,,FL 3Z.2...33
Cont ra ctor/Contact Name: =-r:;:~ LL<>,'\~
Contact Phone : (;oY) C.,3 I -9t:l '14 Email: ::fpu f.e.un~rJe.-""' '@J.J""""'·;f. C.oM..
Description of Proposed Revision/ Co rrections:
f ro f4::rl-O w .,,_\n,,J.Q k.t,;\ J,v«J.ope.!.. :C i. ... ve. .J.s-o s-1.o...,,.. -+4 st,.~....,.te,r~~•~•••J, ~r~,tt.,i...., pl --" .
..4"'½-ko,..~ Lt....J affirm the revision/correction to comment s is inclusive of the proposed ch an ges.
(pted nam e)
• W)JI proposed revision/corrections add addi tional square footage to o riginal submittal?
E'I No D Yes (addit ional s.f. to be added: ___________ _,
• WjW'proposed revision1,c_orrec~ions ad~ addi_ti~nal increase in building va lue to o rigina l submittal?
f1No O•ves (add1t1ona l increase m building val ue:$ ________ ) (Contractor must sign If Increase In val uation)
*Signature of Contractor/Agent : ______________________ _
(Office Use Only)
~pproved D Denied D Not Applicable to Department Permit Fee Due$ _____ _
Revi sion/Plan Review Comm e nts _____________________________ _
Depa r tment Review Required:
Building
Planning & Zoning
Tree Ad ministrator
Public Works
Public Utilities
Publi c Safety
Fire Services
Reviewed By
Date
Updated 10/17/18
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Comp. By: SW
Date: 2/28/2020
Public Works Department
City of Atlantic Beach
Permit No: SW
Address: 1184 Hibiscus Street
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires
that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows:
V = CAR/12
Where:
which is the Modified Rational Method for estimating stormwater runoff
V = Volume of Runoff to be stored (cubic feet)
C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0)
and undeveloped conditions (C=0 .08).
A= Impervious Area (square feet)
R= 25-yr / 24-hr rainfall depth (9.3 inches for Atlantic Beach)
Onsite Storage Volume Reguired for lm ~ervlous Area:
Lot Area= 4,00"2 tt2
Impervious Area (A) = 450 ft2 = 11.2%
V= 0.92 X 450.0 X 9.3
V= 321 f t3
Provided Storage:
Area 1 • Relative Elev. Area Storage Sides lope: 2 :1
{ft) {ft2) {ft3)
0.0 72 156 BOTTOM size: 36
1.0 240 TOB size: 40
Area 2 • Relative Elev. Area Storage
(ft) (ft2) (ft3)
0.0 0 0 BOTTOM size: 0
0.0 0 TOB size: 0
Area 3 • Relative Elev. Area Storage
(ft) (ft2) (tel
0.0 0 0 BOTTOM size: 0 o.o 0 TOB size, 0
lnground Storage: = A*d/pf
Total Storage Area at TOB (A) = 240.0 ft2
Depth to ESHWT from BOTTOM (d) = 2.0 ft, default is 2.0 ft, verify onsite ESHWT
Pore Factor (pf) =
lnground Storage Provided=
Required Treatment Volume=
Supplied Treatment Volume =
0.4
192.0
321
348
default is 0.4
ft3
ft3
ft3
X
X
X
X
X
X
12
2
6
0
0
0
0
Retention W.R. Copy for Sending -Revised 04-16-19 -Copy 2/28/2020
FBC APPROVED PRODUCTS LIST
PRODUCT APPROVAL QA
CATEGORY SUB CATEGORY MANUFACTURER
No. & DATE EXPIRATION
DATE
MAX. DESIGN
ALLOW. PRESSURE
WIND (psf) SPEED
STRUCTURAL COMPONENTS ROOF DECK UNION CORRUGATING COMPANY FL9555.2-R4 09/07127 100 ~A/-47.2
26 Gauge t.lasterRib Panel 12112/17
STRUCTUAALCOMPONEITTS STRUCTURAL WALL UNION CORRUGATING COMPANY Fl9555.2-R4 09/07127 180 +NA/-47.2
26 Gauge MasterRib Panel 12112/17
STRUCTURAL COMPONENTS FLOOD VENT FLOOD SOLUTIONS, LLC FL175BUR1 03/31118 NIA NIA
Model F S-1608 0111911 B
EXTERIOR DOORS SWINGING ELIXIR DOOR ANO METAL COMPANY FL 179S6.5-R1 09114120 170 -t<I0.0/-450
Series 407 01129/18
EXTERIOR DOORS ROLL-UP AST A INDUSTRIES INC. FL8B88.1-R5 12131116 180 ;{;5.B /-556
Model 203 10106/17
EXTERIOR DOORS ROLL-UP JANUS INTERNATIONAL CORPORATION FL 12765.8-R5 12131/16 130 +19.4 /-227
Series 750 10/07117
WINDOWS SINGLE HUNG Ml WINDOWS AND DOORS FL17499.1-R2 10/17/lB 1BO +55.0 1-55.0
Model 185SH 12/29/17
TABLE 1
RAFTER FRAME, END POST1 GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
FASTENER SPACING
ON-CENTERS ALONG RAFTERS OR
MAXIMUM PURLINS, AND POSTS OR GIRTS
WIND ULTIMATE NOMINAL POST I RAFTER (INCHES)
EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END RISK
CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS
C 120 93 5.0 9 9
NOTES: 1. Specmcalions applicable to 26 gauge metal roof and wall panels fastened direcUy to 12 or 14 gauge steel tube framing, or 16 gauge hat channel roof pu~lns.
2. Specifications applicable only for mean roof height ol 20 feet 01 less, and roof slopes of 7" to 27° {1.5:12 to 6:12 pitch). Spacing requirements for other roof
heights and/or slopes may vary.
GROUND ANCHOR SCHEDULE
ULTIMATE WIND SPEED (mph)
110 120 130 140 150 160 170 180
CONCRETE:
Concrete Shall Ha~e a Minimum Specified Comp,essi~a Slrenglh of 2500 PSI al 28 Days.
COVER OVER REINFORCING STEEL
For fou ndalions, minimum concrele cover over llllnlon:ing bars sha!I be:
GENERAL NOTES:
1.
2
THESE PLANS PERTAIN ONL YTO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CL.ADDING, AND BASE RAIL
ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRfS8/EGRESS, PROPERTY SET-BACKS, FINISH FLOOR
ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQU IREMENTS ARE THE RESPONSIBILITY OF OTHERS.
THESE STRUCTURES ARE DESIGNED AS NON-HABIT ABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I} CAPABLE OF SUPPORTING DEAD LOAD OF THE
STRUCTURE AND APPLICABLE LIVEAND WIND LOADS. IMPROVEMENTS NOT SPECIFICAll V ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER
COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS UST (THIS SHEET), AND NOT PROVIDED AND lt>ISTALLED BY CARPORTS ANYWHERE, INC., WHICH
EXERT ADDITIONAL LOADS ON THE STRUCTURE SHAll BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR
STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4. All COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTALlATION INSTRUCTIONS.
5. FRAMl~G AROUND ROLL-UP DOOR OPENINGS SHALL m:: (a) 12 GA TS POSTS AND 12 GA TS HEADERS (ASTA INDUSTRIES), OR (bl 11 GA (118') TS POSTS AND 11 GA
TS HEADERS (JANUS INTERNATIONAL CORPORATION). 11 OR 12 GA FRAMING SHALL HAVE ACROSS SECTION MATCHING REMAINDER OF BUILDING FRAMING.
6. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 314' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHAU
BE WELDED.
7. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2!i00 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE
SL.AB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 .4XW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 165, OR WITH SYNTHETIC FIBER
REINFORCEMENT COMPLYING WITH ASTM C1116.
8. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT.
GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRU CTION. SEE GROUND ANCHOR SCHEDULE {THIS SHEET)
FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
9. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD WT 1/2" x 5' OR EQUIVALENT.
10. POST/RAFTER BRACING: BRACE ON EVERY POSTiRAFTER CONNECTION, EXCEPT FOR END WALLS.
11. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 Ml L VAPOR RETARDER FER SECT 100 R318.1 OF l}jE FlCJl.lDA BUILDING
CODE SIXTH EDITION [2017) -RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017)-BUILDING. MINIMUM ALLOWABLE
FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,00)PSF IS ASSUMED.
12. 14 GA FRAMING IS 2-1/2' x 2·112" TUBE STEEL(TS). NIPPLES ARE 2-114" x 2-1/4.TS FOR 14 GA FRAMING. 12 GA FRAM ING IS 2-114" x2-114"TS. NIPPLESARE2' x 2" TS
FOR 12 GA FRAMING, EXCEPT AS NOTED IN NOTE 5ABO\IE.
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE
STATE OF FLORIDA
PREPARED FOR:
MASTER PERMIT
PLAN
,.,v ,v ---· IF¥-lMA-.-·H-t!i<GAl,W1w•l¼ll:.II~'~ ... -~·w.i.."~ __ _,
SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, ANO ARE IN
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF
THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS
ARE VALID UNTI L THE NEXT REVISION OF THE FLORIDA BUILDING
CODE.
12
14
j 16
~ 18
Q 20
30" Ancilor
Delall 1D
3 inches In loundalions where lhe concrete is cast againsl and permanenUy in contacl with lhe earth or exposed lo ll1e eanh or wealhe.,
and 1-112 Inches elsewhere. RelnfoJClng bars embedded in grouled cells shall have a minimum clear dslance of 114 Inch for fine groo!
or 112 inch for coarse groul bei-n reinforcing bars and any face of a ceO. Reinforcing bars used in masonry walls sha! have a
flli!sonry cover (lnctudlnggroul) or nol less than 2 inches for masonry unlls with face exposed 10 ear1Jl oc wealher 1-1/2 lnche1 for
masonry u nl\s nol exposed to earth or '!'lealher.
CARPORTS ANYWHERE
P.0.BOX776
STARKE, FL 32091
PREPARED BY:
~ 22
t---+---+--48" Anchor
Detail 1C
z 1----1--+--+--+--f----+--l----t g 24 5 26 t---+---+--+--+--l-----+--+---11
Ill
28 t---+---+--+--+--1-----,--1 60" Anc11or I 30 Delail 1 C ,I
REINFORCING STEEL
The relnlorcing sleel shall be minimum Grade 40.
GALVANIZATION:
Metal 8Ccessories for use in exterior wall cons1J\ICllon and not directly el(posed to 1he ~ather shall be gal'lanlzed in accordance lli!h
ASTM A 153, Class B-2. Melal plate conneclors. screm, bolls and nal15 exposed directly to lhe wealher shall be slalnlesssteel or hot
di pt)ed galvenized.
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED:
1. All reinforcemenl Is bent cokl;
BECKTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
c C'i\'~Yi!te•f(AuthQrizaJlon No. 00005492
: \ 11· \ '. 1 , , · • ·
l l i \ j i ' ! : ·
•L I
CARPORTS ANYWHERE, INC.
DETAILS 1C AND 10 SHOWN ON SHEET 3 OF 4 2. The diamelerof fhe bend, me;u;ured 011 lhe inside of lhe bar, Is no! less lhan six-bar diameters; and
3. Reinforcement parttally embeddea in concrete snail nol be field benl
MASTER FILE -ENCLOSED BUILDING -FOR USE IN DUVAL COUNTY, FLORIDA
EXCEPTION:
Where bending is necessaiy le align dowel bars wilh a venlcal cell, ham partiiilyembeddedlnwncreleshall be
permllle<j lo be ben\ al a slope of nol mo~ than 1 inch of horizonlal displacement lo S Indies of vertical bar lenglh.
~ BECHTOL ENGINEERJNG -a:=:f ANO mmHll. lno.
.....
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4/11/le
-NTS
--G18002
SI-IEET1 OF4
BOW FRAME RAFTER ENCLOSED BUILDING· HORIZONTAL ROOF
ROLL-UP DOOR
(As appllcallle)
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOTTO SCALE
TYPICAL
NOTTO SCALE
28 GA. GALVANIZE O MET Al ROOF PANELS FASTI:NED
TO RAFTERS WITH #12-14 x 1' SOf'c 'MTH COITROI.
SEAL WASHER @ MAXIMUM !I' O.C. SPACING
24' 16 GA U-CHANNEL BRACE
FAS TE NED TO RAl'TER 'MTH
(2) f12· 1• 13111' SOF's AT
EACH ENO 14 PER BRACE)
24' MAXIMUM RAFTER SPAN ON SINGlE AAFTER
>2!' TO 30' RAFTER SPAN REOUIRESA TRIJSSEDAAfTER
AS SI IO'Mi ON Till$ SHEET
INTERIOR RAFTER/POST FRAME SECTION -BOW FRAME
NOTTO SCALE
LENGTH VARIES DE~ ON
NUMBER ANO SPACING OF RAFTERS
SEE
TABLE 1
SHEET
jB 10F4
/
'-" TYPICAL SIDE RAFTER/POST FRAMING PLAN -BOW FRAME
NOTTO SCALE
TYPICAL SIDE WALL OPENINGS FRAMING PlAN
NOTTOSCALE
OPENING FOR SWINGING
DOOR WITH NON-STRLJCTlJRAI.
HEADER
BOX EAVE FRAME RAFTER ENCLOSED BLDG· HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG. VERTICAL ROOF
0 ...
"'
TYPICAL SIDE ELEVATION
NOTTO SCALE
26 GA. GALVANIZED METAi. ROOF PANELS FASTENED
TO RAFTERS M™ #12-14 1 1' SDF'S WITH CONTROL
SEAL WASHER@ MAXIMUM 'I O.C. SPAClr.lG
24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2)#12-U I~ SOF'sAT
EACH END (4 PER BRACE)
24' MAXl/dlJM RAFTER SPAN ON Sl~Lt RAFTER
>24' TO JO' RAFTER SPAN REQUIRES A TRUSSED RAFTER
AS SIIOVVN 0111111$ SHEET
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION -BOX EA VE-HORIZONTAL ROOF
N01TOSCAI.£
LENGTH VARIES OEPOOING ON
NUMBER ANO SPACING OF RAFTERS
SEE
TABLE 1
SIEET
lffi IOF4
/
~
TYPICAL SIDE RAFTER/POST FRAMING PLAN -BOX EAVE
WOTTOSCALE
TYPICAL
END WALL OPENINGS POST/RAFTER FRAMING PLAN
NOTTO SCALE
ROLL-UP DOOR ROLL-UP DOOR SWINGING DOOR
(As eppflceble) l.1-~a~-(As applicable) (As appli cable)
TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TOSOAlE NOTTOSCAI.E
6' ....
26 GA. GALVANIZED MET Al ROOF PANELS FAS~EO
TO PURLINS WITH #12-14 x 1" SDF'& 'MTH COHTROl
SEAL WASHER@ MAX II.IUM 9' O.C. SPACING
24' 16 GA LI-CHANNEL BRACE
FASTENED TO RAFTER mTH
(2J #I 2-14 x 314" 5llf's Al
EACH END (4 PER BRI\CE)
24' MAJIIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO JO' RAFTER SPAN REQUIRES A TRUSSED RAFTER
AS SHOWN ON TlilS SHEE1
TYPICAL INTERIOR
RAFTER/POST FRAME SECTION· VERTICAL ROOF
NOTTO SCALE
/: " 6 LIGE Fl/RRING CH
EACH RAFTER l'IITH 12) #12-14 • 314' SELF-ORIUING
FASTENER SPACED NOT MORE THAN 48' O.C.
1 1 GA ANl>IEL FASTENED TO
I ,.
~6'
SEE
TABLE I
Sl!EET p 1 OF4
/"
LbiefTH VARES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
SIDE POST/RAFTER FRAMING PLAN -VERTICAL ROOF
SEE
TABLE 1
SHEET
10F ◄
TYPICAL END WALL POST/RAFTER FRAMING PLAN
NOTTO SCALE (BOX EAVE RAFTER SHQv.,,i, APl'llCADLE TO SOW FRAME 'RAFTER)
NOTTO SCALE
WELD All CHORD
CONNECTIONS,
BOTH SIDES
v.1:LO AU CHORD
CONIIECTIONS,
BOTH SIOES
OPTIONAL24'-1" TO 30' TRUSSED rf,,~1iAr~9~ EAVE
CARPORTS AN A~ I INC.
MASTER FILE· ENCLOSED BUILDING -FOR USE IN DUVAL COUNTY, FLORIDA
~ BECHTOL ENGINEER/NG iiilft::::::j AND l'S7lr«I, Inc.
cam.ullQ ~~Me ~TISTla .....
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--•---•-...a«DITS
4111118
NTS
--G1S002
SHEET2 OF4
--------, INSTALi. 112' x ~ TAPCON LDT ANCHOO
THROUGH BASE RAIL WITHlll 6' Of EACH
RAFTER POST ALONG SIDES AND El«l WAU.S
MONOLITHIC CONC. FOOTING (2500PSI MIN.)
REINFORCED l'IITI! 2 #S's CONTINUOUS
1 A ~
1
~~RETE MONO. SLAB BASE RAIL ANCHORAGE
MINIMUM 24' 111 GA W:tlAN.~B.
BRACE (5' TO 7" RAFTER POSTI
OR
48' 15 GA U·CHANNEl. BRACE
18 TO 14' RAFTER POS"TI
BRACE ANGLE SHAU BE '"45'
fROM HORIZONTAL
NOTE: NOBRACEATENOWAU.
SET BRACE AT 1ST POST /RAFTER
CONNECTION FROM GABLE.
(SEE BRACE SECTION)
-----MINIMUM 6" LONG TS NIPPLE
SECURE RAFTER ANO POST
TO NIPPLE WITH (4) #1~14 l 314'
SELF•DRIUING FASTENERS
TS RAFTER POST
BOX EAVE RAFTER/CORNER POST ® ~~~~
1
~CTION DETAIL
TS POST
(12GAFOR ROLL-UP DOOR FRAME)
2• • 't 1 2' 16 GA ANGLE Ct.IP
SECURE TO POST ANO TOP OF
HEADER. OR BOTTOM OF Wll>EOW
RAIL/GIRT WITH #12-14 1 314' SOP&
TS HOH.SlRUCTURAL HEADER
(11 OR 12GAFOR ROLL-UPIJOORFRAME.
SEE NOTE 5, PAGE 1 OF 4)
TS \'flNDOWRAIL (OR GJRT
FOR VERTICAL Sllltf\lG OPTION)
NON-STRUCTURAL HEADER OR WINDOW
RAIL TO POST CONNECTION DETAIL
Nol To Scale
DRILL 5.'a' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EVE WITH 1U DIAMETER
THROOOIUIOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYE ANCHOR
:«R0O4rLOHG
WITll6"t£1.IX
OR
518" ROD 60' LONG
WITH 7" HELIX,
2'WASHERS
AS APPLICABLE-----'
® BASE RAIL DEEP ANCHORAGE
NotToS<alt
TS CO/'lTINUOUS BASE RAIL
RAFTER POST/ 0 BASE RAIL CONNECTION DETAIL
Nolfe Scale
2'XTx2' 16 GA ANGLE CUP
SECO.O.E TO POST AND
RAFTER WITH #12-14 • 314"
SDPc. (ZI ON TOP AND
(2)01-!SIDE
OR
2',;f16~PlAiE
SECURE TO EACH SIDE OF
POSTRAFlER CONNECTION
WITH (4) #12·14 x 3/4" SDF'1.
(~ ON POST, (2) ON RAFTER
END POST/RAFTER CONNECTION DETAIL
Not To Seale
DRILL 518' HOLE THROIJGHT1£
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/1" DWETER
THROUGH-BOLT
TOP OF ASPHALT PAVE~NT
OR STABLE GROUND SURFACE
EVE ANCHOR
5/8" ROD 30" LONG
2' WASHERS
WITH DBL 4" HEUX:------11
® BASE RAIL ANCHORAGE
NolToScalQ
Hll'Plf TO ll1r
!Wl61Wl.
Nol To Scale
NIPPLE TO llt6•
DBL HEADER
MINIMUM 6' LONG TS NIPPU:
SECURE WITH [◄) #12-14 • 314'
SELF-DRILLING FASTENERS
TS RAFTER POST (CORNE!lj
DBL HEADER/POST CONNECTION DETAIL
Not To Scale
NO SCREWS
REQUIRED
INBOWBEND
MINIMU M 24' 16 GA U-C!W\tlEL
BAACE (5' TO 7" RAFTER POST)
OR
48' 16 GA U.CIW4'E. B~
l•To 14'11>.FlcRPOSTI
BRACE ANGlE SHALL BE 1,IH. ~•
TO t.W(, 60' FROM HORIZONTAL
NOTE: NO BRACE AHND WAI.L.
SET BRACE AT 1 ST POSTIW"TER
CONNECllON FROM GABLE.
(SEE BRACE SECllONJ
-----MIIIIMUM 6" LONG TS NIPPI.£
SECURE BOW RAFTER 00 POST
---TS RAFTER POST TO NIPPLE 'M IH tt #1.2-14 1 311(
SELF-ORIUDIG FASTENERS
BOW RAFTER/CORNER POST @ ~~~~;CTION DETAI L
TS TRI./SSED RAFTER CHORD,
OR NON-STRUClUIW.1£AOER
TS END POST OR OOQR.I
WINDOW FRAME POST---'
TS IIOII-STRUCT\M. HEADER
(11 DR 12GA FORROU.-uPOOOR
FAAME. SEE NOTE 5, SHEET 1 OF 4),
SASE RAIL, OR \WIDOW RAIL
2'x2'x2" 1 S GAANGL£ Cl.IP
SECURE TO POST {EACH SIDE) 00
RAFTER CHOIIOIAAII. 'h'ITH(411112•1h 114"
SOF's, (2) ON BOTTOM ANO (2l ON SIDE
NOTE AT ROLL·UP DOOR OPENINGS,
POST SHOULD BE FLUSH 1/VITH RAIL
EHC. CUP POST TOFWLONt.YON
SIDE OPPOSITE M OPElltlG.
POST TO NON-STRUCTURAL HEADER, BASE
RAIL, OR WINDOW RAIL CONNECTION DETAIL
CARPORTS ANYWHERE, INC.
MASTER FILE -ENCLOSED BU ILDING· FOR USE IN DUVAL COUNTY, FLORIDA
l!!!!!llli=l BECHTOL ENGINEERING lililt::::::f AND~-
CCNJIA1M OlOK.CMCW.. ~ ... ....UlB'IIIII OlaCIJI
o.ia. ............ --
....
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NTS
_.., G1&002
SHEET50F4
..
1/11'
r TS RAFlER POST
1/ -MINlMVM 6' LONG TSNIPPI.E
3116'
SECURE WITH (4) #12-14, 314"
SELF-DRILL ING FASTENERS
11 OR 12 GA DBL TS HEADER
(SEE NOTE 5, PAGE 1 OF 4)
NIPPLE TO
BASE RAil
RAFTER POST/DBL HEADER
0 CONNECTION DETAIL
Not To Scala
1" 16 GAUGE FURRlNG CHANNEL FASTENED TO EACH
RAFTER WITli (2) #12-14 K 314' SELF•DRllLING FASTENER
SPACED NOT MORE THAN 4!' O.C.
26 GA. METAL ROOF PANEL
lSRAFTER
ROOF PANEL ATTACHMENT
Nol ToScale
~---;,MINIMUM 6' LONG TS NIPPLE
S!:CURE EACH WITH f4)#12-14x 314'
SELF-DRILL ING FASTENERS
11 OR 12 GA TS POST
(SEE NOTE 5, PAGE 1 OF 4)
TS CONTINUOUS BASE RAIL
RAFTER POST/BASE
NIPPLE TO
BASE RAIL
RAIL CONNECTION DETAIL
Not To S~ale
2-1/4'FOR
12 GA FRAMING
2-1/2" FOIi
14 GA FRAMING
16 GAUGE U-CHANNELBRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4" SOPS
AT EACH END (4 PER BRACE)
BRACE SECTION
NotToScaa
24' 16 GA U,CHANNEL BRACE
FASTENED TO RAFTER 'MTH
(2) #12· 14 • l/4' SElf-ORIWNG
SCREWS AT EACH Em>
(4 PER BRACE)
ROOF EX TENSION CPTllN MAIN STRUC'!\JRE
MINIMUM 24' 16 GA U-CHANNEL
BRACE (5' TO r POST)
OR
49' 16 GA U-CHANNEl BRACE
(B'TOWPOSTI
BRACE ANGLE SHAU. OC ~45•
FROM llORIZONT AL
NOTE: NO BRACE AT END WALL
(SEE BRACE SECTION)
MINIMUM 6" LONG TS NIPPLE
SECURE POST TO NIPPLE
IWTH 14) #12-14 x l/4' SOF's
SIDE EXTENSION RAFTER/
CORNER POST DETAIL
Nc\ToS .. (BOX EAVE RAFTERS CINL't)
MASTER PERMIT
PLAN
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)
NOT TO SCALE (BOX EAVE RAFlER SHOWN, ONLY STANDARD LEAN,TO ISAPPUCA8lf TO OOWFAAME RAFTER)
TS RAFTER POST
2'x4" 16 GA PLATE(Ol£REOUll!EO)
SECURE TO EITHER SIDE OF
POST !RAFTER CON NECTION
WITH #12-14 • 3.'4' SOPs,
(2) ON POST AND (2) ON RAfTER
TS L£AN-TO RAFlER
~2'12"x2' 16GA ANGLE CL
SECURE TO POST AND
RAFTER WITH #12-14x 314' SDF's,
121 ON RAFTER, (2) ON POST
LEAN-TO RAFTER TO RAFTER POST ® ~o~~~~TION DETAIL
BUILDING PLANS EXAM INER
REVI EWED .~OR
CODE COMPLIANCE
KEEP THIS PLAN ON JOB
2018
Ion Division-Jax, Fl
CARPORTS ANYWHERE, INC.
MASTER FILE -ENCLOSED BUILDING -FOR USE IN DUVAL COUNTY, FLORIDA
.a:::::; BECHTOL ENGINEERJNG iil/ilc:::j AND ~tmNa, i;,o.
alltP.A.'JMI ~ ~ AlfJ ~ 1'ISlliD DfGNDs c.a..,,,....._ .. ~
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4/11 /18
.._ NTS
_.,, G1e002
$HEET40F4
TREE & VEGETATION AFFIDAVIT
City of Atlantic Beach
Community Development Department
800 Seminole Road Atlantic Beach, FL 32233
(P) 904-247-5800
SITE INFORMATION
FOR INTERNAL OFFICE USE ONLY
PERMIT# ______ _
ADDRESS I l S ~ +t-; 6; Sc.us S+-: __ _____::c..._ _ ____.:._ _ ___;_ ____________________________ _
SUBDIVISION O 2> f I '1 ArL4Nnc.... BC-A-Cit Sec. I+-
RE# 1 1 I o l ::L--o o 2...0
APPLICANT INFORMATION
NAME A ,,..+koe o Le..,"-~
ADDRESS I l 8 L{ +f-; b is cus s+
CITY A-+l~+-:c_ is~~
EMAIL +o"'"o 1€.A;,""-o-..r-Je.,""'...__;[ G, ()M"'-;/, CoM...
BLOCK r;? LI( ! 'l ~
l'T "-':>Tj
LOT 2 3
~SIDENTIAL 0 COMMERCIAL 0 OTHER
PHONE# {§ o'-j) lo 3 / -"f ~ i~
CELL# (i:to"f) l, 5 I -<} 9 9 4
sTATE FL z1P cooE 3 ,z_:z_5 3 ---------
~OWNER 0 LEGAL AUTHORIZED AGENT
I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of
the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre-
application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated
trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described
property and/or adjacent properties including right-of-way.
ATION PROVIDED 15 CORRECT: Signature of Property Owner(s) or Authorized Agent
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PRINT ORTYP AME DATE
SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME DATE
Signed and sworn before me on this I J._ day of __ _,_(c..._;) _I ____ _, 'JJJJ. C) by State of __ f_L-____ _ A Ai h'7/\,/ Li'-Clft (f,. ( d,
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Identification verified: FL bl. L Sb) r, l b 3o J 8 0 0
County of ----')),___v_J_(J\_}'-----
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Notary Signature
My Commission expires _o_. _1,__,_/_l _6-+/-'i~r:}_1_.2.. ___ _
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