1212 Linkside Dr 2014 Screened enclosure CITY OF ATLANTIC BEACH
s) 800 SEMINOLE ROAD
J ti ATLANTIC BEACH, FL 32233
� INSPECTION PHONE LINE 247-5814
RESIDENTIAL ADDITION
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 14-SCRN-515
Job Type: SCREENED ENCLOSURE
Description: 11' X 22' SCREEN ENCLOSURE
Estimated Value: $4,500.00
Issue Date: 12/12/2014
Expiration Date: 6/10/2015
PROPERTY ADDRESS:
Address: 1212 LINKSIDE DR
RE Number: 172374-5045
PROPERTY OWNER:
Name: CLIFFORD, DALE L
Address: 1212 LINKSIDE DR
GENERAL CONTRACTOR INFORMATION:
Name: ALL PRO ENCLOSURES INC
Address: 582 ST JOHNS PKWY QA WESLEY P. MATTHEWS
Phone: - -
PERMIT INFORMATION: PUBLIC WORKS:
Full right-of-way restoration, including sod, is required.
Roll off container company must be on City approved list and container cannot be placed on
City right-of-way. (Approved: Advanced Disposal, Realco Recycling, Republic Services and
Shapell's.)
FEES:
BUILDING PERMIT FEE $72.50
STATE DCA SURCHARGE $2.00
ENG REV RESIDENTIAL BLD $25.00
PLAN CHECK FEES $36.25
STATE DBPR SURCHARGE $2.00
l+Tit 4iFF;VARFrt6WV`II#4S IP,' -WRDA\CEUI�FHOALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
� `S� CITY OF ATLANTIC BEACH
s) 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
_ INSPECTION PHONE LINE 247-5814
Total Payments: $162.75
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
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PAGE 1268
TREE ON CORNER
CURVE TABLE
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Current tot sae 6770 sit
Post construction imwvious
louse 1665 ift
Driveway 559 Sit
AC Pad 12 41
Patio 160-sit
Total impa-vious area 2395 sit
Total impervious percentage 35 'x'
Pr"-tsed new bupervio-us related to screen enclosure 350-q it
Tmal news impervious after pool installation 2745-q it 40 IX
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PAGE 1268
TREE ON CORNER
CURVE TABLE
"OH)VL�1LER)III RADIUS 1 ORLTA I GHORDBEAR11 )RD BEARINowo-T momm
Ll 77!,(qY 124,1!! -59'24' 97PAVIn 76.25 5771
C2 25,0Y 1 120-Iff i ll'56.25" 80-20-17E 25.0(7 852*1939,r: 25,11'
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imPeuvious calculations 1`or 1212 LirrkA e Drive
urrent lot s i?e 6770 s h
Postirr2pffvious
House 1665 sit
D3'i4°e'4 a,a
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AC Pad 1 2 A
Patio 160 s it
`I'Otal i n ei-v iou:s area 2395 sit
"Total Irapefk,ious percentage, 35 'Y,
Prwsed new buperviou.srelated to l rml enclosure 350 sit
Total .new impervious after pool instaltatWrj. 27454t 40 ay,
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i PAGE 1268
i
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TRf;E ON CORN41t
_ CURVE TABLE
1[N}VG LONG 1 1 ItAl3ri!$ QUI TA CHORE)6fARIN Ci �N()RDCMQRDBEARlNQ(M)Ll 77%� 577"9Z00E Yd, #
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AIV 7
5627 ATLANTJG SOULEV D SuiTE a.JACKSONVILLE FLORIDA 32207- 4 905.0030•-FAX X304 906.9888
P.C. POLES
INT OF CURVATk1RE
IIFAMWOR 511.'�WN 11FREON ARG BASSO ON P.T. POINT OF YANG NCY ys�� ,�~.� n�d�:fy o ru(CPHRALANcta)
Il ii.b.'f%I I HIMANY LINC OF LOT 5 AS PA.C. Po1wrOFREVHRSECURVE ,° /. � T1a�} a NOTH
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Imlffvious c2lCulatims for 1212 Linkside .Drive
Current tots[ze 6770 sit
Post oonstturtiori iftipffv ous
House 3665 At
Driveway 559 stt
AC Pad 12A
Patio 160 s ft
Total imperviousarea
2395 sft
Total hpefvious percentage 35
Proposed new buper ions related to sclevrt etlelosure 350A
Total .new irttlrervious after pool insta-aaaon. 2749—q ft 'Y4
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OFFICIAL RECORDS BOOK 6444 *� 0"p (A1} "w)rNess"
lPAGE 1268
TREE ON CORNEA
CURVE TABLE {'\
"l)I VL L1r#G ) RADR1S I MTA I CHORD WRING CNQRD CMQRD BEARING(M} CHORD(M \
' C1 779'r 120.10 38.59291 377'1813`E 76.25 577-Use
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} 5627 ATLANTIC BOULEVARD SUITE#6.JAC KSONVILLE FLORIDA 32207— 806-00W--SAX 291L805.98a$
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TREE & VEGETATION AFFIDAVIT
City of Atlantic Beach
} - Department of Community Development
Planning&Zoning Division
800 Seminole Road Atlantic Beach,FL 32233
i (P)904 247-5800 (F)904 247-5845 PERMIT#
SECTION I-APPLICANT INFORMATION r Owner(s) (— Legal Authorized Agent*
NAME OF APPLICANT Wesley Matthews
NAME OF COMPANY All Pro Enclosures
ADDRESS OF COMPANY 582 Johns Creek Parkway
PHONE (904)962-3032 CELL EMAIL allproenclosures@yahoo.com
CONTRACTOR CERTIFICATION NUMBER CBC1251370
ATLBCH BUSINESS TAX RECEIPT NUMBER
SECTION 11-SITE INFORMATION
STREET ADDRESS OF PROPERTY 1212 Linkside Drive,Atlantic Beach,FL 32233
If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address.
LEGAL DESCRIPTION Lot 8,Selva Linkside Unit 1,ORI 6974/1333
LOT 8 BLOCK Unit 1 SUBDIVISION Selva Linkside
f REAL ESTATE NUMBER 172374-5045 LOT OR PARCEL SIZE: 6770 SQ FT AC
RESIDENTIAL X COMMERCIAL OTHER(SPECIFY)
1
f 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,FL and/or/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 andior removed
r
from the above-described or adjacent properties in conjunction with this project.
rkh4- i�N(s�l�4.
SIGNATURE OF OWNER SIGNATURE OF OWNER
Signed and sworn before me on this 1 day of December 14 by State of FL
3 {JES LG-y .yt�Nl-7y S County of Duval
Identification verified: Personally Known
Oath sworn: r Yes r No
r`�r�+ RANI)y SOMNrn
Notary pubs
Notary Signature �°`, omm.ExPtraa Feb Y5 201d
Commtaaton 0 FF oa152t
REV-TVA-v 10.12 My Commission expires: 2/25/18
R1 `!` City of Atlantic Beach
Ir Building and Zoning
800 Seminole Road
Atlantic Beach, Florida 32233
=° Telephone(904)247-5826
Jf3`y� Fax(904)247-5845
http://www.coab.us
December 1, 2014
1212 Linkside Drive Zoning Review Comments
1. Setbacks: Please show the distance between the proposed structure and the side and rear property
lines.
2. Tree Removal: Please submit a Tree Removal Permit Application if any trees are to removed from the
property within six months of construction. If no trees are to be removed, please fill out an Affidavit
of No Tree Removal. Both forms are available on the city website under"Planning and Zoning" and at
City Hall.
Derek W. Reeves
Zoning Technician
BUILDING PERMIT APPLICATION
FILEI L PY I CITY OF ATLANTIC BEACH
__ _ 800 Seminole Road, Atlantic Beach, FL 32233 N 2 6 014
-- Office (904) 247-5826 Fax (904) 247-5845
Job Address: - 12d2 Lrtvu St PS7 pI2. Permit Number:
Legal Description Lvr S sjrjLv4 jZ&6toli F a NeT ! Parcel # 1723 71/- 50 VS
Floor Area ot Sq.Ft. Sq, t
Valuation of Work$ ,ySO d Proposed Work heated/cooled o non-heated/cooled �2Y4
Class of Work(circle one): New TA-d-d-i—tion-_1 Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial Resi
If an existing structure,is a fire sprinkler system installed? (Circle one): es No N/A
Florida Product Approval # Ft- '7561 9u-re 1200.0
For multiple products use product approval form
tt X 22�
Describe in detail the type of work to be performed: 5c2e-ek) t:�u-osttr�� liJ� �uTE eo�eP�stT F l200�
Property Owner Information:
Name:G t etLi-� 17r c),e r E2 Address: 1212- L tNKst V E t7R
City t3rig,vn a l3EkCsr State r Zip3ZA 3 Phone__333- 0735'
E-Mail or Fax#(Optional) ias� mr 11-er I r e-oone s f ne+
Contractor Information:
Company Name: A u Feo g-mce-os u2 e s Qualifying Agent: Wcs-iE-y AiA7-j-s-..r s
Address: "2 o+ew y City sr. State " Zip 37-o IF Z
Office Phone 462-3-032 Job Site/Contact Number weste—y Fax# qb2 3o3z
State Certification/Registration#Cf3C 12 5.13 70
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address 5,At
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby mode to obtain a permit to do the work and installations as indicated. 1 cert that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void work is not commenced within six(6)months, or if cost truction or work is suspended or abandoned for aperiod of six6)months at any time after
work is commenced 1 understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereb certify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this
type of work will be complied with whether speci eed herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,state, or local law regulating construction or the performance of construction.
Signature of Owner Signature of Contractor
4�
Print Name G)L( .E2--....S.f.....�!.�re 'z?...._-�f2.. Print Name 1Fs v...Nt. fl.?�1..s............................................._........
Sworn to and subscribed before me Sworn to and subscribed before me
this 1br Day of v this �26 Day of ov 0 I /
RANDY SOMNITZ
Florida RANDY SOMNITZ
Notary Public Comm.Expires Feb 25.2018 Not Pu is ? Notary blit- tate of Florida
Wmal-VCommission#fF 081521 My Comm.Expires Feb 25.2018
EOF� visedo6�ktR&i(0FF081521
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PAGE 1268 �
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TREE ON CORN!',R
f�
• CURVE TABLE �
r:{#tV6 LENG1.1 RADWS MTA CHORDSFARIN+G CHARD
_ CHQRDB ARING(M} CHQRD(M
E Ll 77'SI f20.tU 36.592IJ 877'q$73E 76.25 877'r}F612E YG.52
E._.
E C2 2s.OTi o-ur W5625" I S53°20'13"E 25.00 552'1959 E 25,11'
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X17 Atr ��o../ •
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' 5627 ATLANTIC SOULEVARD SUITE*e•jACKSPNVILLE FLORIDA 32207 4 805-0030-FAX 904 805.9888
} lot
E Nrtcrl r Irs- LEf''``� ,Ug
IIFAREM{;$$1 i7WN I IFREON AR6 BASED ON RT POINT of CURVATURE 1RE ti, f- r
{ •• P.T. POINT OF COMP CV 1�'� ,✓ ... f'� o�Vol
tCE �nraca.e)
I Ill.Wk ti 11,011NII/'•ItY ZINC OF IOT AS P.R.C. POIN!'OF REVERSE CURVE ! '•Ap��l of-oTI1 `
i't;:j61 t:?'•';V fri 11 Ell h/. P.L.G i6xvY OF COMOGvrvL CVAVE � $ h,5^. w'f•G~I"y l,.t•�". M40Rt5: ..
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'ki! FILE COPY .
Impervious calculations for 1212 Links ide Drive
current tots site 6770 sit
Post constLuction impervious
House 1665 sit
Driveway 558 sit
AC Pad 12 sit
Patio 160 s It
Total impervious area 2395A
Total impervious percentage 35 ';x¢,
Proposed new impervious related to screen enclosure 35O sit
Total new impervious after pool installation 2745.sft 40%
AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE
TO: Building Inspection Department,City of Atlantic Beach, 800 Seminole Road
HomeOwner:• 6IL)3612T SN�NNGN /K/GLE72��irL
Namepz.w::,
/z/7— 44WA-S<DE j>,e
Street Address
City. State and Zip Code•
Contractor: �✓ESGC y
Permit Number i IV s'/ S
As the Contractor for the proposed new structure located at the above address,I have personally viewed
with the above named home owner those portions of the existing structure on which portions of the
proposed new structure are to be attached for structural support.I am confident that the drawings and
details included with this permit application depict the existing conditions of the host structure, and the
members of the existing structure upon which the new structure are to be attached are sound with no rot
or deterioration. The home owner has been advised by me that, in my best judgment based on experience
and knowledge of structural adequacy,the members of the existing structure upon which the new
structure are to be attached are sound with no rot or deterioration and will support all structural loads and
forces imposed on them.By signing below,I hereby-declare that I will hold the City of Atlantic Beach
harmless and release it from any responsibility and liability for any adverse consequences or failures
resulting from this work, and further that I will not initiate,execute or enjoin any legal action against the
City of Atlantic Beach for such consequences or failures.
A copy of this document will be recorded as an official record with the Building Inspection
Department permit history so that any and all future buyers/owners of this property may be made
aware of the status of work performed on this structure.
Signed ,1, _ / Dated/_26/_Ly
Beforeme this ; Uo day of itloVeW3672 -2-0/V
In the County of Duval, State of Florida,has personally appeared
InI�5 t,F�I
&4-77— herein b himself/herself and
Affirms all statements and declarations herein are true and accu
o RANDY SoMMTZ
Nufery P*k-Stafe of FIorlda
Awa MY Comm.UPIMa Feb 25.2018
� :. ��'"�`` Conmifi�ton•
Notary Public t£t Lar e, State of L , County of Oa FF 081521
Personally Known or Produced Identification
ID Type
F:building/affidavit for attaching a new structure to an existing structure.docx 7/21/09
M, SCREEN ENCLOSURE, AND/OR SCREEN ROOM AFFIDAVIT
F I L MCITY OF ATLANTIC BEACH
'JOB ADDRESS:_ l2 I Z uAfg-e.,ot= t72 a A-T6. 13CH. . FL 37-833 PERMIT#/y-SCRA-1
INSPECTION REQUEST PHONE LINE(904247-5826
The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence.
The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category
requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing.
The property owner is hereby notified that should any form of temperature control system be added to a Category I, II, or III
Sunroom or the removal of the doors separating any Category I thru IV Sunroom from the host structure occur, the room shall
become non-compliant and must comply fully with all of the requirements for habitable/conditioned spaces as mandated by the
Florida Building Code,The Florida Model Energy Code and State Statutes.
Green Room Sunroom and Screen Enclosure Re uirements
Category I II III IV V
Habitable Space No No No Yes Yes
Foundation Walls<200plf can Walls<200plf can Walls<200plf can Walls<200plf can have Walls<200plf can have
have 8"Wx12"D ftg have 8"Wxl2"D ftg have 8"Wx12"D ftg "Wx12"D ftg 8"Wxl2"D ftg
r 3-1/2"slab if no or 3-1/2"slab if no or 3-1/2"slab if no
concentrated load concentrated load concentrated load
7501b >7501b >7501b
Exit Lighting Not Required Required Required Required Required
Interior Electric Not Required Not Required Not Required Required Required
Outlets
Emergency Escape Egress from exist. Egress and Exit must 3gress and Exit must gress and Exit must Egress and Exit must
Openings structure allowed if meet code neet code. Other neet code. Other meet code. Other
pen to atmosphere or esistance esistance requirements resistance requirements .
considered screen equirements for or forced entry,air for forced entry,air
nclosure and has orced entry,air eakage and water leakage and water
Green door leading eakage and water enetration also apply. enetration also apply.
way from residence. enetration also apply.
Misc.Window and Jost structure Removable windows emovable windows ost structure windows Host structure windows
Door Requirements windows/doors shall allowed in sunroom. lowed in sunroom. doors shall not be doors may be
of be removed. Host structure os
structure -emoved. emoved.
windows/doors shallwindows/doors shall
of be removed. not be removed.
ind Borne Debris Not Required Not Required Not Required. Required Required
eninj Protection
Energy Sheets Not Required Not Required Not Required Required Required
I hereby acknowledge that I have read and understand all the above on this Day of ,
Gil,,O eW 7— s. /*4!`t-t-7L j2.
Home Owner's ignature Print Name
STATE OF FLORIDA, COUNTY OF DUVAL:
The foregoing instrument was acknowledged before me this ?r day of 4 0%1 , 20 1 y ,by
G r 1,BCMT S- Att L?-,F� J2 herein by himself/herself and affirms all
statements and declarations herein are true and accurate.
RANDY SOMNITjFlorlda NOTARY P LIC, STATE OF FLORIDA
?� •c= Notary Public-State ofMy Comm.Expires Feb 2Print Name:Commission#F FF 08
❑ Personally Known/0 Identification: IB L
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3.Oy x (11 D N cL r N 01 N — O
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s PLAN VIEW Revisions:
_ 1V1111CC Cleve E.OryAen.PE
(n t
1212 Linkside Drive3518 Fortuna Drive
Orange Park.Florida 32065
Atlantic Beach,FI 32233
D—
r� :MNow D•nen:CED 904955.6302
D•b:EMM4 Drawn.
—*tNo: CnacM•tlCED
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F ELEVATIONS Revisions: Miller Clew
D,yeen.PE
AS-BUILT 1212 Linkside Drive 3518 Fortuna Drive
(kange Park,FWnda 31065
� Atlantic Beach,Fl 32233
sc.bW.AS NOTED o..wo CED 9049556902
oamdi24H1 mm.
,l CED -. w
m
n �
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m , N
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STRUCTURAL DETAILS Revisions: Miller Cleve E
Dryden.PE
(n 1212 Linkside Drive 3518 Fortuna Drive
Orange Park.Florida 32065
WScab AS NOTED o.,a ceo Atlantic Beach,F132233 904 955 6302
Dai..illtNll
CED 1
14x3/4"SMS SCREWS EACH
SIDE/ENO OF BEAM BACK BEAM
1. Maximum Mansard PURLIN (See Table for Number Retltlir" (ANGLE OR FLAT)
is 39 '. (See Plan)
2. Apply 2 screws w S
along splicer4zPlate Thickness (See = ,y
centerline. Toble Below) g r
3. Splice plate to be
6061T6 Allow.
4. Minimum spacing - S
is 5/8", edge dis isSTITCH LAP BEAMS W/ (2) `
3/4". {�} #5xi dr2 BOTTOM® 24-O.C. PURLINS TO SIDE WALLS OF
T SELF-FASTNING BEAM WIH (2)
1 #10x2" S.M.S. EACH 1/2 OF BEAM
} TABLE INTO EXTERNAL SCREEN GROOVES
BEAM SPLICE FASTENING OR 2x2x125 ANGLE CLIP w/ (4) N
19 REQUIREMENTS #10x5/8' TEK SCREWS EACH SIDE
, L sdelbA SP"V OF BEAM. .0
Beam Thickness Le toL Height 914 s10 Ho, vert. a
O � PURLIN TO BEAM
2x7 r 16" 6 18 3 3 'b m
2x8 3/8" 18" 7 20 24 4 3 SCALE: 3" = 1'-0"
2x9 d 18 8 18 24 4 4 a
M
4 BEAM TO BEA 2x10 1 20 9 22 28 4 6 n
SCALE: 3" = 1'-0" Tante Appimpb b 120 MPH Q
V*W speed
Self Mating Post
491 Osms farm inside face of post into sc
splines of hollow girt OYz minimum
embedment)
-/f14d'ama ^c GIRT TO POST CONNECTION
"12.�So 03roc (Internal Connection)
vi 1
C �
7 CHAIRRAIL TO POST CON EC ION '
b.t tree SCALE: 3" 3x2 Girt
(Ghttwrtetq � S
a•a o.oso srp a Eaa twn.a 1rz
leMW*Mo.a00eo, WM#14 2x2 TOP PERIMETER 2"x2" PU N 2 9
.w SMS CHANNEL ANG I ~ ~ u
1ArW, coneaao.noonrm.a.pp aeerp PERIMETER SCREWS E �e a�T pEN s E o
t4 .ee2 ey tbaaee... NOT HIZOOD a
5.40•Gott«
a£aa afo SMS Eaa Siaaern 33-#10 x 3/4'vn4:No aoc^ 1"x2 1" n
t1 s.p«et �.1 x2 PERIMETER SNAP ❑ o #lox / V
Rao PLATES TO 2x2 ? a al L 0 3 2
Conrad to Cult«to ams- t/27 rV> eaU+
PERIMETER SNAP -
rA " o
0a ea roar 24'w swear read a 2.SMB ed "�L '"^J• �.'
5 SUPER BUTTER CONNECTION µ sae Pan �. „IONA
a, ,a s .-
?s]3e
SIDEWALL CONNECTION DETAILS S-4
�/
PURLIN T n!.'„6"raa o"sl MIUi"SOU
t 9 i 4 9 jI a
2.1
6
Sa"a 'b q L
SKSaa !;?
0
g2
N
o w 4"s
� p
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o 88 $
�m s ��
�r
s
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0
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STRUCTUR L DETAILS Revisions: Miller cleveE
Dryden,PE
1212 Linkside Drive 3518 Fortuna Drive
Orange Park.Flomia 32005
Atlantic Beach,F132233
V■ sur AS -0'.coo 1 904 955.0302
D.1.:11IM4 or.w,,:FIND
Prolecr No.. ch-kc d CED
Miller
Design Calculations
BEAM SPAN TABLE Composite Shed I air hl(li Gable Rrittru iu
Material Slxcifications \!ono Roof lace 8.17
Aluminium Extrusion 600.;=F.; Pu 15 5.5
Mateti.-lc based on E= 10.100.000 psi
Fitt- 30ksi (ATJI P;o IA Table 3.3-1) Code. 2010 FBC 1SCE7-10
Ftc 25ksi WS lrom Chapter 16(Cat 1) All:unic•Reach.Hl
Wind Speed Ultimate LRI'D lksii;n Pressures RF ASD Jicslt
Design Load 130 MPH Exlx)sure - Factor 0.6 0.88
Location I)esign Pressure. R Sep mle Amilysis lux all Prinvu-y Structural.Icn)bers
Wuid and Wall 32 lxf 3On LIS Conccutrtted Livel oad
Leenard Wall 2(i pst (No c•on)bivalions)
Roo 9 psi 200 Ibs pt.lo.-ul on purlins
Veritcal Solid 27 psi Risk Category I (160 1.5)
Allowable Spans
S\IR Sections(Slitc•hug at 2 t'to 2x8) (20 K 2x10 1?'Stitching) s\Ill Sections
Mending Stress(ksi)
Venical Uplili Ot Spans(Moment!b)
Size 16 18 20 22 2 t 26 28 Fb(Allow)
2x 1 9.12 11.55 l t.26 17.25 20.53 21.09 27.91 9.300
2x.; 6.0 4 7.6; 9.14 11.12 13.60 15.96 18.50 10.100
2xti t.69 5.94 7.33 - 8.87 10.56 12.39 11.37 9.100
2z7 4.76 5.88 7.11 8.1(i 9.93 11.529.400
- -
2x8 2.05)- 2.0 3.21 3.88 1.62 5.t3 6.29 16.300
2x9 1.I') 1.89 2.33 2.82 3.35 3.93 1.36 20.180
2x10 1.018 1.36 1.(18 2.))t 2.13 2.8.; 3.30 20.660
Point Load(3(X)Ibs Ir%•c load) it CCntl`r of Rearm
Svc lti 18 20 22 2t 26- 28 Hb (Allow)
2x t 1 1.10 16.20 18.00 19.80 21.60 23.10 2.3.20 9.300
2x:; 9.51 10.73 11.92 13.11 1 t.30 15.50 16.69 10.100
2x6 7.t l 8.33 9.26 10.19 11.11 12.0-t 12.96 9.100
2x7 5.9 t 6.68 7.t2 t.tri 8.91 9.6.5 10.39 9.400
- -- - .).6i 16.300
`Lx8 3.`L t 3.63) U).; t.1(i 4.86.5 .51.27 -
20 2.3.i 2.65 2.9 t 3.23 3.53 3.82 t.12 20.180
2xIO 1.70 1.91 2.13 2.3 t 'x..;.; 2.77 2.98 20.660
I•b� Fcy'ttc
Fc�=
30 ksi Analysis!lased on W)5 l'3 Aluntinun Materia
IW- 1.65 Isize 2x6 2x7 2x8
Iktennnte Allo%%.tblc IleIldins;Stress Allovi.tble bending Stress 9.100 9.to O 16.300
Hb= 18.18 ksi S<SI Allowable Shear Stre„ 1 3.28 ;.t2l 7.57
Hb= - 12.5 ksi S 1<S<S 2
Specific Calculations ASD Loads Been Bending rtaL ''tom
Load NVidth(ft.) Spsut(ft.) Loml(lb/ft) X1(6-in.) Tota (NI) Il
i..iU lending(N\) 81.00 3.68 11.52 lPkW.;
5 ;..;(► j%-Cload(lbs) 30O 195 t 95, t. J 0.90 S2
2.5 .;.(N►knding(fit) 40.50 1.52 9.36
2.5 5.00 A-Clck-td(lbs) 300 1 1.50 L;(
Page 1 Design Calculations `S's`��A�, o',
Miller
Design Calculations
6.62)j 29.67 udiug(\\')I V,.18 17.21 ..;.u8 12.1(► 0.29 1 52X8
6.6251 29.671.iceload(lbs) :ZOO 26.70 1 26.7101 6.01 1 2.11 1 S2X8
NI.ursa d
Ptt.len-ed Stiching for 2\9SNIB is 12 inches.
Bemu Support Allomable A Actual A Svc(SNIB►
POillt(«vxl) 0.83 In 0.01 L► S2X8 Wind l.a►cl Fixed Fa►d
I)Cad Load Loo I.1)1i. 0.00 L► wei;i1n of nuiterial s I ]b,lt.
<(i.Li hrcl►es-OK
-
Beam Support Allo-table A .Actual A Size(SNIB)
-
Point (I.L) 1.00 111 0.02 In
t'nilonn (Wind Load) (�A d In Beam/Post S2X4 2x l Nmb
Total Wilic•al Pressure
L(li) WdO All(SI) Load(p>l) P%-(Ibs)
22 11.00 212 i.1- 1306.8
Vetical Reactions Obs)-Front Wall
123.8
Verticd Reactions(lbs)-Interior Beams
1A) Pc Pdl V-Reaction
5.50 9.00 0.7 123.7
Vertical Reaction(lbs)Corner Col unn
123.7:1
ou-Ilow Thrix Loads -
Horizontal Reaction Summary
Host 160.88 First Two Host Beam Co►nrections (Couple)
Front 0.00 Force In at each Return Wall
Horizoutal Pressure
HL(ft) - -----WOO ---- 11,00 Man(1't)-- -- -- Ain Awn V.-Ii
8.17 11.00 22 0 179.71 0.00
otal Horizont:d\on-Ilocc--Il►n►Load (lbs) Suppc)rts
233(1.(12 18.88 lbs support 123.7.1
Horizontal Forces at Middle of Front Wall
b
1.111 0.00 8.17 0.00
1.112 0.00 8.17 0.0)
I'M 10 W.0() 3.U3 --X".11
wl)s) 10 10 6-0
Hf(Ibsl
606.L-)
Summary of Host (I f 1 and Front(I) Horizout.-d\on-flow 71uu Loads(lbs)
Hf 1112 JHXHIO I H11 1 1112
161).11810.001 0 1 1(io.88
F1 F_' F3-FIO FI1 F12
0.0011212.9(1 06.1) 1212.9 o.m
Ilrnc 11uu Ho►izotutcd I oad
Page 2 Design Calculations
Miller
Design Calculations
Vertical Projected.Vea
AM - --:1i1 Ail-
.89.87 0.00 89.87
I'h1 2336.6 lbs Total Flow 11tru Load
Hr-host 1168.31 His
Moment 00) Ib-ft
V-Reation 110) lbs
Vertical Reaction Sunmiln--Flow'11tnt(lbs)
Win(kaid I.eenvYl
\fuddle 110) 00) lbs
Pull Out Force on Existing Structure at Etch Connection Point
Post Connection to Coni-rete -
I'1>lift Load Width Lckid(psi) 1.c>ad Irtnit Ob Tota fibs) 1-1/1' 11=
1•-up i 9 .3.3 217.5 3200.0 13
F-0-1- i 320) t.OKi 1i.i3.6 •10X6) - 6
Vertica Wind 00.00 lbs /connection 50 t0 Totd Vertical For(.
Shear 31x0 lbs 2700 Iive Load
Front Post Support Design-Axial Compression+Bending
T,Ix flei;htlft.) 100 Ht.Tota Size
2x4 smb 8.17 0 8.17 2x4 2x6 2x7 2x8
- - .1tea 1.23 >q.iu. Ib(ksi) 9.61 1.91 3.96 2.16
Column Stress fa(Ls 0 1.51 1.16 0.96 0.6-1
l)esisgr Loads k Slxuu 00 Tota Del-.611) 0.79 0.28 0.19 0.10
PAUX 0.12 3.50 2.369.3 His
Maa.Moment 9.6 In-Dips -Def.Allow 1.23-
ft-lbs -
Max.P 118110 lbs Allowable
k- 1 Fc(.111occ)= I t 1l)(ksi) 9.30 9.10 9.10 111„„31X)
�- 2.99 2xr3 Fa(ksi) 1.151 1.538 1.517 2.200
1= 98.01 ti•lac0= 1.•;1:; Fc(i;) 1.056 1.571 1.864 4.0611,
klir-- 32.7
Carty Beam 0.0 S\1B Vertica Load 23 lb(ksi►
Spvu 0 li \Iax\lo. 0.00 in-kips 0 ksi 0.(x)
Load Width 7.500 ft Allovi1ble 0.00 in 0
112,i izonta Mtot Gn-k) 13c.•uns Beam\I Iby
Page 3 Design Calculations
Miller
Design Calculations
56.25; 0.000 1.; n.) ) 0.00
Allowable
Ilr= 0.000lbs Bead, 2x7 2x8 20 2x10
Allowable Ib(I:si) 9.400 1.;.013 20.180 20.(1(10
�Ih= 0.000 in-kps stress lb(ksi) 0.00 0.00 0.00 0.00
I.I. def(in) 0.00 00) 0.00 0.00
Rind-Vcrt def(in) 0.(N) 0.00 11.1x► 0.00
Check Bucklml- Fcc_= 3:; ksi
u} l.fi:; S N. Dc Cc
Fc 15.152 ksi Allowable S<S I 7.023 8.7 0.031 185
Fc 3.79 ksi
fc- 0.10 ksi ok
S1 (;1.3:;01,7852
S2- 13369.1 V)63
Posts provide adequate resistance to the applied load conditions.
Girt Member Design (Chairrail)
Horizontal WindLmad
\1-«Ix01^2-he,2► 2t+w20I^2-kx2` ) 21
wl (in-lbs) w2 (in-lbs) L(in) al (in) a2(in) sl (in) s2 (in) p(psf) M (In-k)
1.62 1.87.; (ii► l.i..;l 19 31.02 36 1.; 1.10
30011)Iiveload
L•u-gcst
1' I. NI (in-k) Largcst Sbcar
2(N► ti(1 3 0.3
RI:L( Iltla)
S' d MOLL
..
2i_ 0.088 0.19 0.119 &IE-W) 0.122 0.319
2x3 17:1t).t I(; 0.082 0.17 0..;90 LIE-10 0.087 0.227
X0.18
1.27t 2.5L+1(► 0.01O i).1fG)
Deflection Check .11kn,able
u.7.;U In.
2093MW 22.33 0.07 t68992110.57
20On 0 21.tU 0.13 323169280
-- -- 992161390.57
Page 4 Design Calculations
Miller
Design Calculations
Purlin Clicck
Horizontal'WindlA)ad
M=tc1 x(.3I_'2-W2) 2 1-%%2(30 2-la2") 21
wl (in-lbs) w2(in-lbs) L(in) al (in) a2(in) sl (in) s2 (in) p(psn M (In-k)
O.W O.W 66 16.5 16.5 33 R3 t 0.tri
30011)I i-Wtkracl (.oncennated IAkld
I.tr*st
1' I. M(in-k) L'twst Shear
yin) 66 3.3 0.i
REQ2UIRED
TF) _L♦� .029 t►.tl9 lI°
2s3 17.2 tr.11ti 0.027 0.19 tr.:i4 l.tl:-1u (r. ):,1 tr.au,
8696751 -- 22.50 0.06 196220,512.13
8(596)7:51 22.50 0.06 1962'205 12.1
392 t t 102 t.`)i
Deflection Check Allonable
0.825 In.
Foundation Load
Design Criteria as per FBC 1605.3 ASD Desip Nicthexl
"I'urn done section
Load.Lea IA&aI.1rea D+I. Lbs li F0x0tilig Arca IAxt(1(1bsM
\'ertir:d[A)ad 12.5(1 10.5 1337.; 33..; - 39() Stress on 1 unulotnt Section
M MI 1A).-rd 1250.00 9 112.)0 33.50 336 Stress added by Wind
Max Stress 73.5 PSF
Horizont-tl-IA)MI
Windload PSF
Hor-Wind F Ht. \V LANA AM.1 R'L(Lbs.►
Hor Supports 58 8.17 5 40.8.3 2369.3
F(miting Stress
1)CIA1 Widtlrllir I.cugth(ft) Stress(psl) Allonablc(psl)
0..; 11.()() 22 - -- 1.6 2(N)O
Check i-I)liti Weight (IbO Length(f) Width l)Cpth
Page 5 Design Calculations
Miller
Design Calculations
Footing 1595.00 __ 1 0.5
Slab 11180.10 11.00 0.33 Patin Slab
Structure 2000
- --
Total I.1/7.1.10 Length(ft) Width Uplift(psll Connlx)sitc
Uplift: 130(1.80 22 11.00 .i.l 0 I► 0
2182.36OK SF= 6.77 17 0
Check Iaterial 000 1- 0 Suppoll
Shear
Slicer 9(N) /:ichor
[ 1�lili 800/anchor 1 t'mth 2 1 T embed(T edge cicuancc)
900 lbs-:ux-hor s:unc
Sliding
W Ill. Load IP.SI-) F-s Connections Resistance
28.12 11 28 11110.6't 3,WX) -
Resisting Lbs
Concrete 11180.1 SF 1.7 3.0
Slruct 1.1(X)
Host 3500
Tot;d 19 180.t
Ovellunting -
F-ot (I)SO Ht.((t) Arca(sl) Nfo(It-lbs)
28.0 20 .370.1 L59712
Resisting Mo(i-lbs) SF
Slab 122.98-1.40 1
Connection 277.21W.00 2
I'se 1 8-I)ironcter SS Cable Rated Strenght a 2100 Ibs
RACKING LOADS _-
Cable Needs
Corner Cable Loads Parallel Host
H Width(ft.) Vindmard(ps Lecccard(I)sp Dist. Ill",
8.17 1 1.00 32 2(i 0.25) 7 81.8 7
Corner Cable Lckd parallel to host
781.87 0 cables required SP 1.6
ALLOWABIX, 1/8-CABLE 1 100 LBS OK 1-required
Sidewall Support Post Check
�t nxll o.►cl (Horizontal) Windload(Vettic.d)
H= 8.17 ft. IAI Width- 5.00 li.
IAd Width 5.5 ft. Span- 5.5 ft.
Page 6 Design Calculations
Miller
Design Calculations
\imax. 0.713 Ft.-Dips 1'111ax. 217.,) lbs
9.30 In-Kips
Size Allocable 1.1) (ksi lb (ksi) Fa (ksi) 1.1(ksi)
2x4 0.13300 9.3(0 O.,iB 0.316
2x.5 It►.I()0 (i.16 1106 0.270
2x()' 9.100 1.79 1..17 0.212
2x7 '.).100 3.81 1.86 0.201
\R
Supltotl Column for Can} llcanl 19.1.3 \lulax. (in-k)
P(lbs) (►
179 lbs From Cam Beam (300 Ib I.I.►
300 lbs From Side«all Suppocl Point Lead Reaction Over Culuntn from S\\1
178 Total
Size Allomable 1-1)(ksi lb (ksi) Fa (ksi) la (ksi)
2x 1 9.300 O.(H) 0.38
2\5 IO.I(H) 0.00 1.06 0.521
2x6 9.100 (),O(► I..i7 O,I68
2x7 9.100 0.00 1.86 0.389
Altentate Design(Nixed\content at Beam to Column Suplxni) Not consider for this site
Beam lesiop
LL 300 \\'in(ll.)ad
\11- 3.09 2.07 Center of lieant
3.71 3.68 At Fixed Point
Section at Centerline of Beam
Sze Ib
2x7S\I1; 0.85
2v8 S\113 0.17
Conllx)site Suppoll Beam
Alternate 1 -Continuous Simple Span-Only Corner Supports
1. Uniform Load From Composite
LL 30 psf 2003.7.3
dDL 5 psf NR
Uplift 17 psf 2002.4
Vertical Load
Beam Loads Point Loads Load Widtl Beam Length Reaction
1 3.75 5 20.25 183
2 6.25 6.625 20.25 242.55
Page 7 Design Calculations
Miller
Design Calculations
3 7 7 12.2 153.72
4 7
4
Uniform Load 180 plf
R1= 2501 lbs R2= 0
Defl.=11.5 inches
Mmoment 0 ft.-Ibs
181.2 In-kips
Alternate 2
Place a support midspan-Simple Span 0
R1= 1246 lbs
R2= 1339 lbs
DO= 0.763 in
Mmax= 3827 ft-lbs
Page 8 Design Calculations
Miller
Design Calculations
Compression Force on 1-iorivoutal Beam
Comp (i.;3.ti lbs 17'Y,
Bend
"Total 33'�.
•
Shoulder Reaction= 653.6 lbs
Bcnding, NI (k-iii)
N.;3.6 Ft-Lbs 7.81
Leeward
t1 0.00 Full\lans u-d Only
Subtotal 7.81
SMB Proper>7cs for Dcsign Iajor.\pis
tl .1 Ix Sx rN h S\ n
S2X t 2 1 0.01ti 0.100 0.782 2.000 1.0rn) 1.600 0.170 0.171 0.77.;
S2X.; 2 i 0.(15(1 0.116 0.9 1i 3.6 11 1..;111 1.993 0.592 0.592 11,8011
S2Xti 2 (i 0.050 0.120 1.022 .).f i(;() 1.411 2.3.51 0.68.; 11.68.; 0.819
S2X7 2 7 0.055 0.120 1.229 S.t72 2.125 2.62ti 0.81) 0.8.30 0.831
S2X8 2 8 0,072 0.221 1.817 16.537 1.111 2.99 1 121.; 1.22 0.8109
S2.X''► 2 9 0.092 0.306' 2.337 27.16 (1.123 3.39.; 1.521 1..;3 0.801
S2X1t1 2 10 (1.1192 0.371 3.013 12.282 8.t62 3.71(; 1.926 1.93 0.8
6005T5 Results
Member Fc Fa Fbx Mx Fby My
S2X4 0.742 0.58 8.74 8.74 5.38 2.53
S2X5 1.151 1.06 9.20 13.90 6.08 3.60
S2X6 1.538 1.57 8.96 17.42 5.03 3.45
S2X7 1 1.517 1.86 1 9.19 22.29 1 4.72 4.01
S2X8 2.200 3.78 16.30 72.39 11.10 13.49
S2X9 2.300 5.42 20.18 120.97 16.45 25.10
S2X10 2.512 7.57 20.66 165.41 20.71 39.88
Page 9 Design Calculations
/At-t-LIUA I ION NUMBER
800 Seminole Road
'76 be assigned by the Building Depa -nent
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Phone(904)247-5826 - Fax(904)
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APPUCATONI REVNEVV AND TROXMG FORM
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BUILDING
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APPUCATRUN REVNEWAY AN -P�ACKNG FORM
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Buflding11 �-t'ILIUA I ION NUMBER
'76 be assigned by the Building Department.)
800 Seminole Road ng
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5845 1
City web-site: hftp://www.r-:)ab.us
Date routed:
APPUCATWN REVNEVY AND TRACKPNG FORM
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TREE ADMIN.
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Reviewed by: Date:
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City web
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APPL, CATION REVWW AND TRACKONG FORM
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Cornmenis:
Reviewed by: Date:
[SED 0925201,�