330 Country Club Ln 2013 Screen Enclosure SSS CITY OF ATLANTIC BEACH
j 800 SEMINOLE ROAD
J ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 13-00002574 Date 5/03/13
Property Address . . . . . . 330 COUNTRY CLUB LN
Application type description SCREENED ENCLOSURE
Property Zoning . . . . . . . RES SF DISTRICT
Application valuation . . . . 11900
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Application desc
Screened pool enclosure
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Owner Contractor
PARKER EARL W JR & LEYA M ALL PRO ENCLOSURES INC
505 BASSWOOD CT 582 ST JOHNS PARKWAY
JACKSONVILLE FL 32259 ST AUGUSTINE FL 32092
(904) 962-3032
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Permit RESIDENTIAL ALT/OTHER
Additional desc . .
Permit Fee . . . . 110 . 00 Plan Check Fee 55 . 00
Issue Date . . . . Valuation . . . . 11900
Expiration Date . . 10/30/13
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Special Notes and Comments
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
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Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00
DEV REVIEW-SINGLE & 2-FAM 50 . 00
STATE DBPR SURCHARGE 2 . 00
UTIL REV PRE APP >3 HRS 25 . 00
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Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 110 . 00 110 . 00 . 00 . 00
Plan Check Total 55 . 00 55 . 00 . 00 . 00
Other Fee Total 79 . 00 79 . 00 . 00 . 00
Grand Total 244 . 00 244 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
City of Atlantic Beach
Building Department
NUMBERart
ment)
800 Seminole Road '
x
' Atlantic Beach, Florida 32233-5445 � >r�M Phone(904)247-5826 Fax(904)247-5845 3 E-mail: building-dept@coab.usp � -:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING. FORM
Property Address: 133Qmdb�aA [p Deo rtment review required Ye o
`/�� n C` A fiian�ning&Zoninci�
Applicant: ' 1 ll ` sydtS lou,
Tree Administrator
Project: �� Cj`,fublic Works
ublic Utilities
Public 9996
Fire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: proved. ❑Denied.
1 (Circle one.) Comments:
BUILDING
PLANNING&ZONING Reviewed by: _Date: . -02—0
TREE ADMIN. Second Review: .
❑Approved as revised. ❑De
PUBLIC WORKS Comments:
PUBLIC UTILITIES l
PUBLIC SAFETY Reviewed by: Date: !
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07127/10
RPCEIVED P a a
City of Atlantic Beach T � MICATION NUMBER
Building Department MAY 01 2013 ' o be assigned by the Building;Depaitment.)
<. 800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 • Fax(904)247-5845
E-mail: building-dept@coab.usxDati�
City web-site: http://vwm.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 3�0 CC1 I l� �'� 0 09 L 1 __ e a ent review required Yes No
I Pyy)-
c' fI BuilApplicant: { Gnl�) �u �� �� tanning &zoning
�q� r�rTi� -�,nr 1 �cf ' Tree AcIminfstrator
Project: Sy, A�'vyI Cir �, �-x� pub
l'
Pu icUfilities ;
Fire Servi^e5
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept.of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: �Approved. ODenied.
(Circle one.) Comments: _,,n
BUILDING �l/�� l lI
PLANNING&ZONING
Reviewed by: Date: �Z
TREE ADMIN. Second Review:
[]Approved as revised. []Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: []Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07f27110
J City of Atlantic Beach RCFTVED # A�FI� ATION?NUMBER
Building Department :.? n be assigned by to Building Depaitment)
u 800 Seminole Road MAYO 12013
Atlantic Beach, Florida 32233-5445
iI Phone(904)247-5826 • Fax(904)247-5845
E-mail: building-dept@coab.us __ - Daerouted}A' -.t
City web-site: http://www.coab.us
APPLICATION REVIEW AND TP CKING FORD
Property Address: 350 C lU19 D 1 Department eeviiew required Yes No
Buildin
Applicant: ' 'r -Xnc-� 'Planning&Zoning
� Tree Administrator
Project: _ayjC_r
)l�; Public W
'Public
Public e
Fire Services
Other Agency Review or Permit Required Review or Receipt pate
of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Div sion of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
j Reviewing Department First Review: 6pproved. [Denied.
(Circle one.) Comments: !!!
BUILDING
PLANNING&ZONING Reviewed bY: Date: ' 3
TREEA MIN. Second Review:
J ❑Approved as revised. ®Denied.
P ORKS Comments:
P LIC UTILITIE
PUBLIC SAFE Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
I _
Reviewed by: Date:
ii
Revised 07/27/10
City of Atlantic Beach
I�CSATION��NUMBER
Building Department (To beassigrred5b thW Building Depaitment)
r 800 Seminole Road71
Atlantic Beach, Florida 32233-5445b �;� .
Phone(904)247-5826 Fax(904)247-5845 ,� £t` 1 ' zQ
E-mail: building-dept@coab.usD'atefouted`
City web-site: http://www.mab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 3 3rd C ' ( 6 l► J O LW L+) De&artment review required Yes No
_ Build'
Applicant: 6 ' '�� � �-�C/, ing &Zoning
afor
Project: u, Public orks
ublic Utilitse
-Pt�blie-Saf
Fire Services
.00
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept.of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcohoiic Beverages and Tobacco
Other: —
APPL CATION STATUS
Reviewing Department First Review: Approved. QDenied.
' (Circle one.) Comments:
PLANNING&ZONINGDate: �01
Reviewed by: Date: / 248
TREE ADMIN.
Second Review: QApproved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. []Denied.
Comments:
i
Reviewed by: ....�. Date: — I
_ ,.__.__-.�_..�..._�._._.._..._..� �
Revised 07/27/10
rzt.,,...... ..." BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
E1 i. E COPY 800 Seminole Road, Atlantic Beach, FL 32233 APR 30 2013
Office (904) 247-5826 Fax (904) 247-5845
ILJY
Job Address: 330 (foun C 1 l_ ate Permit Number: 1 _2_52 t'
Legal Description a?-G /G —2 S —24 E Se1$2c, M ei U '*�,Z Parcel#
Floor Area ot q. t. 'q F't
Valuation of Work$ 1/1 f 00 Proposed Work heated/cooled non-heated/cooled /RAL/
Class of Work(circle one): New ddition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) circle one): Commercial
If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: SC r-ejo0n\ enc lckS uf'k
Property Owner Information:
Name: !Po.r V_eq- Fog- L Address: 5o S Qa S5 wood C4-
City 31- U-it. n 1 State _Zip _D4.5 Phone G t - 52Y71
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: 40 Pro AclaSaresF 27nr- Qualifying Agent: W(-S<<y M,t h'he )-5
Address:5-9.2- 3_oh4 Creek PCity 5h State Fz- Zip 320 92_
Office Phone Job Site/Contact Number qo% 96 2-36 3 2, Fax# Z3o-�/Y8 3
State Certification/Registration# C&_12,51370
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address SAMC
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installati�Oda
s 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 standarlllawthis jurisdiction. This permit becomes null
nd void ifwork isnotcommened withinix(6)monthsorif constructnork is suspended or abandoned for a period of stx6)months at any time after
work is commenced. 1 understand that separate permits must be secured for Electric Work,Plumbing,Signs, Wells,Pools, Furnaces,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.
1 hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this
type o work will be complied with whether sped ted 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 Owne Signature of Contractor
Print Name L- r ✓ Print Name
.......... ........a.......�G ................................................................ ti,/ .Cp ..... I .th e�v ...........................................
Sworn to and subscribed before me Sworn to and subscribed before me
th', �1 O'Day of If/0h,� 20 �� this �Day of -1 20 !3
EN MARY MCLEOD Nota IC-SUr rL
Notary Publicnrly, Somnitz
'= MY COMMISSION#DD984996 `Commis ion#DD96588tevised 01.26.10
EXPIRES April 25,2014 E; .' Fprey FEB.25,201
(407)388 015 FIaWalloter Service mr, CBONDINGCO-,INC.
" BONDEDTHRIJ ATLANTIC
NOTICE OF COMMENCEMENT
State of !` �Tax Folio No.
County of ✓dl,
FILE COPY
To Whom It May Concern: +�. .
The undersigned hereby informs you thatu�r:�ra�# ��d+� ay real property, and in accordance with Secrion 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved: N l 60 A&Ck A-1VA 1YI&I—II 64G f 2-
Address of property being improved: >C3
General description of improvements: P061, Ehd 65 c-rZ-it
Owner: Address: So,5 Ras,S WG4 O"• 3
0"rk 7CL 2 255
Owner's interest in site of the improvement: rLe 5 t l e
Fee Simple Titleholder(if other than owner):
Name:
Contractor: A\\ ere-,
Address: 5q2 5okn-5 Cr:eC)e—' Pik-tlja5 V sfvrf2 E FL .3Z�I Z
Telephone No.: %dy-Q6 2—3 3 Z Fax No: qOq- 230
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:
Address:
Telephone No: Fax No:
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: 'ti Date:
Before meth is day of in the County of Duval,State
Of Florida,has
74-
"°cumber Pages: 1 vly personally appeared Y
Doc#2013106806,CR B;{1 - PNotary Public at Large,Sta of Florida,Co uval ✓1/L; �
Page`"g4 Commission expires:
Recorded 04/30;2013 at 10:41 AM, ?ersonall own: fJ(CLEOD
Ronnie Fusseil CLERK CIRCUIT COURT DUVAL ro uced Idenf cat}..
COUNTY
( ! EXPIRES April 25,2014
RECORDING$10.00 *: MY C()A, 4 , 153 FlaiAeNde Servia.com
EXPIhz. I
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PLAN VIEW Revisions: Parker Cleve E.Dryden,PE
IIIIIo Count Club Lane 3518 Fortuna Drive
33 n' Orange Park.Florida 32065
Atlantic Beach,F132223
sc•a:maoma Deaipn:cED 904.9556302
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A ELEVATIONS Revisions: Parker Cleve E.Dryden,PE
3518 Fortuna Drive
330 Country Club Lane orange Park.Florida 32065
- Atlantic Beach,A 32223
904.955-6302
s,me:As rroreo Design:e¢o
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STRUCTURAL DETAILS Revisions: Parker Clave E.Dryden.PE
K c o Coun Club Lane 3518 Fortuna Drive
33 1� Orange Park,Fonda 32065
Atlantic Beach,Fl 32223
904.955.6302
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STRUCTURAL DETAILS Revisions: Parker Cleve E.Dryden,PE
° 330 Country Club lane 3516 Park,rtuna Drive
Orange Park.Florida 32065
Atlantic Beach,Fl 32223
scar.:�s R)TED D••i•n:cm 904.955.6302
Dow:4r2111] D—:RWD
Parker
Design Calculations
BEAM SPAN TABLE Eave l►t(lt Mansard Return 00
Material Specifications Full Man 10 4 0
Aluminium Extrusion 6005-T5 Purlins 6.07
Materials based on E= 10,100,000 psi
Ftu= 30ksi (ATM Part 1ATable 3.3-1) Code: 2010 FBC ASC:7-10
Flc 25ksi WS from Chapter 16(Cat 1) Atlantic Beach,Fl
'Wind Speed I fltimate/LRFD Design Pressures RF ASD Mesh
Design I,oad 120 MPH Exposure Factor 0.6 0.88
Location Design Pressures B Separate Analysis for all Pri►n uy Structural Members
Windward Wall 20 psf 300 LBS Concentrated Livel oad
LCC%%'u-d Wall 1 5 psf (No combinations)
Root' 6 psf 1 1 200 lbs pt.load on purlins
Veritcal Solid 17 psf Risk Category I (1604.5) Using 18x11•x.013 mesh o►n Rool'
Allowable Spans
SMB Sections(Stitching at 24"to 2x8) (2x9&2x10 @12"Stitching) SMB Sections
Bending Stress(ksi)
Vertical Uplift O► Spans(Moment fb)
Size 28 30 32 34 36 38 40 Fb (Allow)
2x,I 25.1.5 29.21 33.21 37.52 12.06 46.87 51.9:1 9.300
2x5 16.85 19.34 22.01 24.85 27.86 31.0.4 34.31 10.100
2x6 13.09 15.03 17.10 19.30 21.64 24.11 26.71 9.100
2x7 10.49 12.0.4 13.70 15.47 17.34 19.32 2 1.4 1 9.400
2x8 5.73 6.58 7.48 8.1.5 9.47 10.55 11.69 16.300
2x9 4.16 4.77 5.4.3 6.13 6.87 7.65 8.48 20.180
2x 10 3.01 3.15 3.93 4.1•,9 4.97 5.54 6.11-1 20.660
Point Load(300 lbs Live Load) @ Center of Beam
Size 28 30 32 34 36 38 40 Fb(Allow)
2x,4 2,5.20 27.00 28.80 30.60 32.40 34.20 36.00 9.300
2x5 16.69 17.88 19.07 20.26 21.46 22.65 221.8 4 10.100
2x6 12.96 13.89 14.81 15.71 16.67 17.59 18.52 9.100
2x7 10.39 11.13 11.87 6.89 13.36 14.L 0 1 I-A t 9.400
2x8 5.67 6.08 6.49 6.89 7.30 7.70 8.11 16.300
2x9 4.12 4.41 4.70 5.00 5.29 5.59 .3.88 20.180
2x 10 2.98 3.19 3.1.0 3.62 3.83 4.04 4.25 20.660
Ib- FcOly
l7,c•y- 30 ksi Analysis Based on 6005-T5 Aluminum Material
fly= 1.65 Isize I 2x6 2x7 2x8
Determine Allowable Bending Stress AlloNmble bending Stress 9.1001 9.400 16.300
18.18 ksi S<S 1 Allowable Shear Stress- 1 3.281 5. 21 7.57
12.5 ksi S 1<S<S2
Specific Calculations ASD Loads Beam Bending
Load Width(fl.) Span (11.) Load(lb/It) M(K-in.) Total(MI' Iwil., ► ►
6.83 36.50 Bending(V00 21.64 13.24 .53. 4°
6.83 36.50 Liveload(lbs) 300 32.85 32;,68 2.9 .S xC
5.83 9.83 Bending W 18.47 2.68 1:3 NX5�
5,83 9.83 Liveload(lbs) 300 8.85 84 ;5'2. .3
•.
n Calculations ���f�//o��sSi'ONiAI�����`���
Page
Design `����I1111111111t1N�����
Parker
Design Calculations
7.85711 28.33 1 Bending(W)1 28.29 1 34.05 1 44.711 10.07 0.3,=1SX8
7.851 28.331 Liveload(lbs)1 300 1 25.50 25.50[_ 5.74 3.46 1 S2X8
Mansard
Preferred Stiching for 2x9SMB is 12 inches.
Beam Support Allowable A Actual A Sire(SMB)
Point (,Airld) 5.48 In 3.14 In S2X8 Wind Load Fixed F,nd
Dead Load 1.00 Lb/ft. 1.63 lu weight of material= 1 lbs/ft.
<6.45 Inches-OK
Beam Support Allowable A _Actual A Si%C (SMB)
Point(LI.) 1.97 In 0.06 Ia
Uniform (Wind Load) 0.02 In Bcarrr/Post S2X8 2x5SMB
Total Verticil Pressure
UFO WOO Ali(sl) Load(psl) POW
47.83 36.50 1745.795 3.6 6284.9
Vetical Reactions(lbs)-Front Wall
747.9
Vertical Reactions (lbs)-Interior Beams
L(lt) Pv Pdl V-Reaction
36.50 6.00 0.7 747.885
Vertical Reaction(lbs)Corner Column
747.89
Non-Flow Thm Loads
Horizontal Reaction Summary
Host 972.2.5 First Two Host Beam Connections (Couple)
Front 0.00 Force In at each Return Wall
Horizontal Pressure
Ht.(ft) W(ft) L(ft) Man(ft) Ain Awn Avn
10 18.33 17 4 240.66 70.66 311.32
Total Horizontal Non-Flow"Ilim Load(lbs) Supports
4047.16 5.41 lbs/support 747.885
Horizontal Forces at Middle of Front Wall
h
F111 273.20 13 3551.60
1-h2 546.40 12 6556.80
x113 887.90 6.25 5549.38
Ft(Ibs) 1707.50 1957.22
Hf(lbs) -249.72
Summary of Host(H)and Front (F) Horizontal Non-Flow,rhru Loads(lbs)
H1 112 H3-H10 H11 H12
972.25 0.001 19.37.22188 0 972.25
Fl Fl F3-F10 F11 F12
0.00 -499.44 Z 19.72 -4,99.44375 0.00
Flow 1 hru Horizontal load
Page 2 Design Calculations
Parker
Design Calculations
Vertical Projected Area
Awf AS Avf
183.30 54.99 238.29
Phf 3574.4 lbs 'Total Flow Thru load
Fir-host 1374.75 lbs
Moment 0.00 lb-ft
V-Rea(ion 0.00 lbs
Vertical Reaction Summary-Flow'Tluu(lbs)
Location Windward Leemuxl
Middle 0.00 0.00 lbs
Pull Out Force on Existing Structure at Each Connection Point
Post Connection to Concrete
Load Uplift Load Width (pst) Lo-,ml Limit(lt) "Total(Lbs) 4-1/4" SF
F-up 6.83 6 9.165 375.6 3200.0 9
F-OT 6.83 20.00 5 683 4,000 6
Vertical Wind 630.00 lbs /connection 5040 Total Vertical Force
Shear 300 lbs 2700 Lave Load
Front Post Support Design-Axial Compression+Bending
Type Height(lt.) 101) Ht.Total Sim
2x5SMB 10 -1• 14 2x5 2x6 2x7 2x8
Area- 1.23 sq.irn. lb(ksi) 8.1 1, 6.32 5.07 2.77
Colurnrn Stress I fa(ksi) 1.82 1.64 1.36 0.91
Desigu Loads k spall(11.) Total Def-(in) 1.52 0.54 0.36 0.18
P-Max 0.75 36.50 3346.7 lbs
Max.Moment 12.3 In-Kips Def.Allow 2.10
ft-lbs
Max.P 1673.35 lbs Allowable
k= I Fc(allow)- 14 Fb(ksi) 9.30 9.10 9.10 16.300
ra 2.99 2x4 Fa(ksi) 1.151 1.538 1.517 2.200
la 120 fc(act)- 2.139 Fc(K) 1.056 1.571 INA 1,06.1.
kl/r- 40.1
60m
Carry Beam 2x7 SMB Vertical Load 3.2 lb(ksi)
23.04 in-kips 0 ksi 9.50
Span 16 ft Max Mo.
Load Width 8.000 It Allowable 2.40 inn 0
Horizontal Mtot(in-k) Beams Beaun M lby(ksi)
Page 3 Design Calculations
Parker
Design Calculations
60 23.010 15 1.51 1.26
Allowable
Fh= 0.000 lbs Ream 20 2x8 2x9 2x 10
Allowable rb (ksi) 9.400 15.013 20.180 20.660
Mlia 0.000 in-kps Stress 11)(ksi) 9.50 .5.19 3.76 2.72
LL def(iii) 0.52 0.26 0.16 0.10
Wiud-Vcrt dcl*(in) 0.83 0.42 0.26 0.17
Check Buckling rcy= 35 ksi
S I3c Dc Cc
ny- 1.6.5
FC- 15.152 ksi Allowable S<S1 8.596 8.7 0.031 185
Fc- 3.05 ksi
fc= 0.18 ksi A
S 1- 64.35047852
S2= 13369.14063
Posts provide adequate resistance to the applied load conditions.
Girt Member Design (Chairrail)
Horizonl;d WindLoad
M-w I x(3L.^2-,la^2)/2,1+w2(3L^2-4a2^)/24
wl (in-lbs) w2 (in-lbs) L(in) J al (in) a2 (in) sl (in) s2(in) p (psfl
2.19 1.875 81.96 21 18 42 36 15 3.15
300Lb Liveload
largest
P I, M (in-k) Largest Shear
200 81.96 4.098 0.3
R -QUIRED
Size F)(ksi) Sx(in^3) Sx-Wii i SX-Ll. I�t (111^j1) I)OAV tin) 1A.1•-1.1.
,2\2 Ui 0.2 1, 0.197 0.2(i � t►.11!t 't.11:-u!) l
2\,117.'2 o, Ift 0.183 0.21 � rl..;!>�� l.lt�. In o-36.1) 0,177
R� �)
2%1 0.193 0.` 5, 1.271 2-;l- Ill 0-169 t1,?(i7
lti.:3 ti 1. -
Deflection Check Allowable
bmw 1.02.5 In.
98708797 22.37 0.07 2215317,1.91.21
84607541 23.07 0.01 19.5.5103964
4170421455.15
Page 4 Design Calculations
Parker
Design Calculations
Perlin Check
Horizontal WindLoad
M-wl x(3L^2-Oki^2)/2d,+w2(3L^2-,i,a2^)/2,1
wl (in-lbs) w2 (in-lbs) I,(in) al (in) a2 (in) sl (in) s2(in) p(psf) M (In-k)
0.51 0.51 72.84 18.21 18.21 36.4`2 3(1.42 4 0.62
3001,6 Liveload Concentrated load
Largest
p I, M (in-k) Largest Shear
200 72.81. 3.642 0.3
Ri )UIRI:1)
Sec 1•b (ksi) Sx(iri^3) Sx-Winn �c-LL i l(i L1^4)
t)rf t1 (111) D.
2\2 1 .038 0.`23 U,Ii�) ?t,lh. t1�1 i�.11i`1 T _
0.036 0.21 (L,;it 1.tV-t;t
,,, 0.22 -
14239253 22.50 0.06 321273136.18
14239252.57 22.50 0.06 321273136.2
642546272.36
Deflection Check Allowable
0.911 In.
Foundation Load:
"burn down section
Load Area Load Area D+I, Lbs/ft Fooling Area Load(lbs/II)
Vertical Load 1250 10.7 13375 33.5 399 Stress on Tunidoam Section
Wind Load 1250.00 6 7500 33.50 224 Stress added by Wind
Max Stress 623 YSF
Horizontal-Load
Windload YSF
Hor-Wind F Ht. W Load Area WL(Lbs-)
Hor Supports 35 14 6.83 9.5.62 3316.7
Footing Stress
Depth Width(ft) Length(It) Stress(psl) Allow�il�le(psl)
0.67 0.67 17 35.1 2000
Check Uplift Weight(lbs) Length(ft) Width Depth
Page 5 Design Calculations
Parker
Design Calculations
Footing 54.5.01 17 0.67 0.33 NR
Slab 28667.10 17 36.50 0.33 Patio Slab
Structure 2500
Total 31712.11 Length(ft) Width Uplift (psf)
Uplift 2233.80 17 36.50 3.6
0.tiD+\\'. 3730.4.55 OK SF' 8.50
Check Laterial
Shear
shear 900/anchor
Uplift 800/anchor 1/4"with 2 1/2"embed(3"edge clearance)
Tension
900 lbs/anchor same
Sliding
W L It. Load(PSF) F-s Connections Resistance
28.42 I L 28 11140.64 33600
Resisting Lbs DL
Concrete 14396.4 SF- 2.0 3.0
Struct 4500
Host 3500
Total 22396.4
Overturning
r1-0t(p50 Lit. (ft) Area(sl) Mo(ft-lbs)
28.0 20 570.4, 159712
Resistittg Mo(ft-lbs) SI'
Slab 122,369.25 1
Connection 214,200.00 1 2100 lbs
Use 1/8"Diameter SS Cable Rated Strenght
RACKING LOADS
Cable Needs
Comer Cable Loads Parallel Host Dist. (lbs)
H Width(ftJ \'indward(psl Leeward(ps0
10 36.50 20 15 0.25 1916.25
Corner Cable Load parallel to host SF- 1.6
1916.25 1 cables required
ALLOWABLE 1/8"CABLE
1400;LBS OK 1-required
SidcwapSupport Post Chcck
Windl,oad (Horizontal) Wiudload(Vertical)
10 ft. Ld Width= 3.42�ft.
H9
Ld Width6.07 11. Span= 6.07 ft.
Page 6 Design Calculations
Parker
Design Calculations
VIm.Lx.- 0.80 Ft.-Kips fmax.- 124.4 lbs
9.61 In-Kips
Size Allowable Fb(ksi) lb(ksi) Fa(ksi) la(ksi)
2x4 9.300 9.61 0.58 0.159
2x5 10.100 6.37 1.06 0.136
2x6 9.100 4.95 1.57 0.122
2x7 9.400 3.96 1.86 0.101
Not Part of this cicsitm 0 Mlnax. (in-k)
Support Column for Cant'Beam 0
Y(lbs)
178 lbs From Carry Beam (.300 lb LL)
300 lbs From SideKa ll Support Point Load Reaction Over Column from SW
478 Total
Size Allowable 11)(ksO lb(ksi) Fa(ksi) fa(ksi)
2x4 9.300 0.00 0.58 0.611
2x5 10.100 0.00 1.06 0.521
2x6 9.100 0.00 1.57 0.-468
20 9:100 0.00 1.86 0.389
Alternate Design(Fixed Moment at Beam to Column Support) Not consider for this site
Beam Design
LI.- 300 WindLoad
mi- 20.53 21.32 Center of Beam
Mtiktx- 24.64 43.24 At Fixed Pouu
Section at Centerline of Beam
Sze fb
2x7SMB 10.03
`2x8 SMB 5.18
Page 7 Design Calculations
Parker
Design Calculations
Compression Force on Horizontal Beam
Comp 683 lbs 18%
Bend 74%
Total 93%
Shoulder Reaction= 683 lbs
Bending M (k-in)
683 Ft-Lbs 8.20
Leeward
204.9 2.46 Full Mansard Only
Subtotal 10.65
SMB Properties for Design Major Axis
b I d I tw tf A Ix Sx n Iy Sy ry
S2X4 2 4 0.046 0.100 0.78`2 2.000 1 A00 1.600 0.470 0.171 0.775
S2X5 2 5 0.0501 0.116 0.917 3.644 1.510 1.993 0.592 0.592 0.800
S2X6 2 6 0.050 0.120 1.022 5.660 1.94:4 2.354 0.685 0.68.5 0.819
S2X7 '2 7 0.055 ; 0.120 1.229 8.472 2.425 2.626 0.849 0.850 0.831
S2X8 2 8 0.072 0.224 1.847 16.557 4.441 2.994 1.215 1.215 0.8109
S2X9 2 9 0.082 : 0.306 2.357 27.16 6.123 3.395 1.524 11.526 0.804
S2X10 2 10 0.092 0.374 3.013 42.28`1 8:462 3.746 1.926 11.926 0.8
6005T5 Results
Member Fc Fa Fbx Mx Fby My
52X4 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 1.517 1.86 9.19 22.29 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
S2-X10 2.512 7.57 20.66 165.41 1 20.71 39.88
Page 8 Design Calculations