Permit 1223 Jasmine Street JA51 C
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MSULATION
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-IN LOR .A FLORIDA DEPARTMENT OF
ENVIRONMENTAL PROTECTION
NOTICE TO PROCEED
Permit Number: DU-345
Permittee: Permit Expires: June 3, 2005
Kyle and Kristin Brady
c/o Mitch Brown Construction, Inc.
1223 Jasmine Street
Atlantic Beach, Florida 32233
You are hereby granted final authorization to proceed with the construction or activities authorized
by the permit number referenced above. Authorized work must conform with the detailed project
description, approved plans, and all conditions including preconstruction requirements included in
the final order. A brief description of the authorized work follows.
Project Description: Construction of a seaward deck addition.
Project Location: Between approximately 20 feet north and 40 feet south of the Department of
Environmental Protection's reference monument R-41, in Duval County. Project Address: 2221
Alicia Lane, Atlantic Beach.
Special Instructions: A preconstruction conference is required.
Questions regarding the perinit or this notice should be directed to the undersigned at:
Bureau of Beaches and Coastal Systems
3900 Commonwealth, Blvd. - M.S. 300
U0,V,16LI Tallahassee, Florida 32399-3000
Date of Notice Williarn S. Will6nson, E.S. Telephone (850) 487-4475
WSW/jg
cc: Permit File
Permit Information Center
Bobbie Nelson, Field Inspector
Kyle and Kristin Brady, Property Owner
City of Atlantic Beach Building Official
DEP Foffn 73-131(Rev.0 1/97) Post Conspicuously on the Site
1NT OF
FLORIDA DEPARTME
22! FL R
ENVIRONMENTAL PROTECTION
NOTICE TO PROCEED
Permit Number: DU-345
"ittee: Permit Expires: June 3, 2005
Kyle and Kristin Brady
c/o Mitch Brown Construction, Inc.
1223 Jasmine Street
Atlantic Beach, Florida 32233
You are hereby granted final authorization to proceed with the construction or activities authorized
by the permit number referenced above. Authorized work must conform with the detailed project
description, approved plans, and all conditions including preconstruction requirements included in
the final order. A brief description of the authorized work follows.
Project Description: Construction of a seaward deck addition.
Project,Location: Between approximately 20 feet north and 40 feet south of the Department of
Environmental Protection's reference monument R-41, in Duval County. Project Address: 2221
Alicia Lane, Atlantic Beach.
Special Instrtictions: A preconstruction conference is required.
Questions regarding the permit or this notice should be directed to tile undersigned at:
Bureau of Beaches and Coastal Systems
3900 Commonwealth Blvd. - M.S. 300
Tallahassee, Florida 32399-3000
Date tice William S. Willeinson, E.S. Telephone (850) 487-4475
WSW/jg
cc: Permit File
Permit Information Center
Bobbie Nelson, Field Inspector
Kyle and Kristin Brady, Property Owner
City of Atlantic Beach Building Official
DEP rom 7X)31 fl(m 0)/97) Post Conspicuously on the Site
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
IN ft—ft 10 RMAW
Permit Number: 20910 Address: 1223 JASMINE STREET
Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 18
Proposed Use: SINGLE FAMILY Lot(s):1 & 2 Block: 203 Section:
Square Feet: Subdivision: SECTION H
Est. Value: Parcel Number,
Improv. Cost: 1,800.00 W—Nf-'OR �-� 11
Date Issued: 11/07/2000 Name: FRICK, PATRICIA
Total Fees: 30.00 Address: 1223 JASMINE STREET
Amount Paid: 30.00 ATLANTIC BEACH, FIL 32233
Date Paid: 11/07/2000 Phone: (000)000-0000
Work Desc: SCREEN ENCLOSURE !� NOR 1
010M,,'''!:
KEN GREENE CONTRACTOR, INC., PERMIT 30.00
:i1ilmopnq c
FOOTING FINAL BUILD 14G
NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
sX.91 14
11/13/98 91 Reftipts 9819234
Z�, CKC" 15775
ATLANTIC 9EAjH BUILDINC-DEPT.
RECEIVED
CITY OF ATLANTIC BEACH OCT 2 7 2000
PERMIT APPLICATION REMODEL, ADDITIONS, ch
MOVING, DEMOLITIONS 0" INA A I I"tho"t 9
Owner (s) : �� A '
- lklk-C_A.
Address:. A A IY** I kk, b 16 1 P hone:
Lot 0 11ira Block or unit 01�) Subdivision:
Contractor:
State License
Address:301;C1y3- ::n Phone No: Is Cl —a 6OZ11
city �A-ihOLw. (3state �7 i Q Code
I
Describe work to be done:
Present use of building:
Valuation of Proposed Construction: -
Procosed use:
Is this an addition? If yes, what are the dimensions of the added
s ace:
p ft. X ft. Will the added area be heated and
cooled? New electrical (or increase) ?,A-0
New plumbing fixtures�� New fireplaceZ/Y-GNew Heat/AC?^k�
SUBMIT TMUZ (COM�WMRCIAL) TWO (RESIDENTIAL) COWLETE SETS OF PLANS, INCLUDING
SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF CON4ENCE$ffiNT, AND
OWNERICONTRACTOR AF71DAVIT, IF OWNER IS CONTRACTOR.
sign re OWNER: Date: lo-19.00
Signature CONT Date: 10- R-on
Sworn to and subscribed before me this ay of a&—0D
Tracy L. Huffman
"Cortunission#00949475 L"A:na�-�
Expires Jutie 21,2003 TA Y PUBLIUWTI OF.FLORI04)AT LARGE
Bonded Thru
Atlantic Bonding Co.,Inc.
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address— 3,t S
Date llr,- 1- 66
Heated Square Footage @ $_per sqft = $
Garage/shed A @ $_per sq f t = $
V
Carport/Porch AIP� @ $
_per sq ft $
Deck @ $_per sq ft $
Patio @ $_per sq ft $
TOTAL VALUATION : s
You Cu $
Total,Valuation 1st $
(ro 0 $
Remaining Value per thousand
or portion thereof
TOTAL BUILDING FEE s ,—Ic)
+ 1/2 Filing Fee $
( ) Fireplaces @ $15 - 00 $
BUILDING PERMIT FEE
WATER IMPACT FEE $
SEWER IMPACT FEE
WATER METER/TAP
CAPITAL IMPROVEMENT
SEWER TAP
) RADON (HRS) . 0050 85
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $
) SURCHARGE . 0050 $
OTHER $
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing
Electric/New Electric/Temp_; SwimmingPool
Septic Tank Well Sign Finish Floor Elevation
Survey Other—
CALCULATIONS and/or NOTES:
I A 1 32 L,
MAP SHOWING SURVEY 014-
LOT�51Q., E)LXK 203
-5ECTIOWH" OTL(�QTI (- 5 F-0(-H
Re corded in Plat Book—A-6-----------Page....3.4-----------------------------------of...6,us
R
rJA_r...........Public Records of Duval Co., Fla.
EO
................................................................
LEGEND
* N-noles Iron R. L. CROASDELL & COMPANY NOT INC.
*—)c—x— Denotes Fence CIVIL ENGINEERING SURVEYING Date...JuuFjlj.9.82...........
T1.R.M. Denotes Permanent
Reference Monument 429 East Adtanis Street Jacksonville, Fla. Scale 1" 30.................
RecerliFoeA: Oc+. 18, ),)62
C.ERTIFICATION: This survey meets the minimum technical standards Fofz-. George 5fonsell
for a boundary survey as set forth by the Florida Board of Land
',urveyors, pursuant to Section 427.07, Florida Statutes.
/7
S IGNED:
x,�r A10 V 17 RECEIVED 'I'
/--�-Z:e 1--OAIS A-Oi�IAIO
V,: MAIZCM 16, 19.57
OCT 2 7
1 71�4 City I Of Atlantic Seach
4 "D' T R L UT a#11 91119 Qng ,,,,nj
CITYA6PP R 0 V E D '
F ATLANTIC BEACjq
BUILDING OFFICE
NOV 0 12000
b
LOT r6
E)LO(.K 2Z3
�j
I
Q
—j
102.0'
0
AlueNnumAesoclition of Florida-Northeaot Flat-Ida Chap Uer 15t.JokmCounty/Clay County/5pecialty5tructure Dee*-�y dvVrn-8/29100
DESIGN /COMPONENT SELECTION FOR A
PATIO ROOM wl a SOLID ROOF - Screened or Encloseg -Side I of 4
Using as Reference: Aluminum Structures Design Manual, 2000 Edition by Lawrence E. Bennett, P.E.
Designer: AA,6ts
Jobsite Address:
Owner:
Contractor(if other than Designer): Date: CC) Wind Zone: mph
Ema
Ascreen(only) - H Vinyl Room [.-I Glass Room(HomeOwner Affidavits as Req'd by Bldg Dept Jurisdictions)
Overall Room Size: Length: Ft. by Projection of: Ft.
Overhang on Host Structure: Attached Aluminum Cover(Clear] Spans:
Room Height @ Roof Attachment:
I LP and, @ Roof Bearing Wall:
A)13oof Panel Selection: (for Standard 3" Riser or Composite Pans per Section 7, Table 7.i.x, Pages 7-14–717)
Q".�k 3" Riser by 12"Wide by *A.026" or, 0 .032" thickness by 3105H 14 Alloy Panel (see Page#7-14), OR,
0 3* Industry Standard Composite Panel Roof w/ o .024" or, H .030" Skin(see Page#7-17), OR,
0 Other Specialty Panels, per
B) Intermediate Beam:)4 NO El YES (per Section 2, Table 2.1.3, Page 2-22 OR Section 3, Table 3.1.3, Page 3-119)
Spacing Span Member Selected
C) Edo Begffl 0- Roof Bearing (per Section 3, Table 3.1.x, Pages 3-17/18)
Tributary Load Width('A Span + Overhang) (Ft) - Round Up to: AFt)
Select Extrusion: a X__a_XJDWA_wi Maximum Allowable[tabular] Span of:
D)ColuLnns (Posts, Uprights) in Roof Bearing Wall: (per Section 3, Table 3.2.x, Pages 3-20/21)
Typical Spacing& Load Widtfi("W): LP (Feet)Rounded to Nearest Tabular Value of: 01 OL (inches).
Wall Height: & Post Span is: to' Selected & Using: . a %*kp6c�
E)Columns ftsts. Uvrights) in NON-Bearing Wall: (per Section 3, Table 3.2.x, Pages 3-20/21)
Mark( P I )-Width of: LP y height& span of: Selected/Using
Mark( P2 Width of: by height& span of. Selected/Using
F)Wall Hoirizontals(Secondary Screen Wall Members): (per Section i, Table 1.4, Page 1-46)
(Note: Maximum vertical spacing of wall horizontals(aka girt)i_-T-0")
1)Height(from sold plate) (ft) Load Width (ft) Span (ft) Using %.f'2`X2 Hollow ou
2)Height(from sole plate)_(ft) Load Width (ft) Span (fl) Using —2X2 Hollow or
G) Miscellaneous Elements:
Exterior Comers/ Intersection of Bearing and Bearing Walls: 2X2 Hollow and 1 X2 OB(Composite 2X3)
Sole Plate: I X2 OB Top Plate of Non-Bearing(Side)Walls: 2X2 Hollow
AltranumMeoclation of Florida-Northamt Florida Chaptar/51;.Johns County/Clay County/Spe6im(ty5t;ructurat)aoi,3n-i�-ydwm-&i29/oo
crREENED ENC-ICSURES. C
SCKEEN/VINYL WALLS�40 SOLID C-Irz.R
FASIUM DETUANNO PAN OR MMP= PAWAS, USE wwam ltmvm
IaD am CDRSVWCMN =Z- PAM AKWC " PDRIM 3/F�AW`
liftoT ZIVICI=P9PJwf-7l-.k%%IALA- or Hm SIRUCTUK *70 ECDOX OWNCL AM I fID-112-0 WOM CAP
----—--- CDOCUM 7D XW" DIAMiEL COOT=PAWMS
—A ta WAq:MM So"7tltoM
RECINAK' CHANC rROU UP. CALtK Aa M*CCVD6
r OR FADA
t
tD@CC71CW REWIRED
EXTRUD-M OR WAXW IAL HEADt-R 01.1,r sw
(SEE DrlAQ
CONNECTION 70 HOSI STRUCTURE
HOSI STRUCIUR,' OP TACJA & SU.---rACIA CWN.'VnLs� FZOLIP[M-ENTS FOR VAA(YJS
rA - ----- -7L- LOAD CONDIT)CHS
Zi
LOAD Coom
Who %a=Ty LUZ MAD* UW� LOADS
CLASS R0065
r MOST MUC7M IDD UPH 110 UPS 12D Ift :21/7 321/31F 57#/SF
Zq awmLm, CONOCTE SMWS 0 !'�' 0.�-->2 0 1* Or-
n AUr I/A-X2- LAC SCKTIS 0 C 0 11' DX�
2- WOOD FP
SMEEK. YWIL " CARPORTS
rl MUCTURE 100 MPH 110 MPH 120 kft 221/7 32t/SF - 571/7
12' (L-->2 0 V DZ
rr .j 2 W= MAME 1/4x2* LA;S m IE 11 0 12' D.C.—>2 o I' az
_V,
-4 L HDIM WM SMCMES SMOJLD WWCCT TO MJSS W-M OR TtE SM FADA
gj
FRAUK *M PC=j WT=OF =WS CAN BE MM TM-r
0-
t) ft"M BurM/VA FAQA AND lKW AWS-%A,.L WE DaW Axoi=
!< ALI SM'WS bM 7HE M=SIMCM HAWWH 1-114* WA,9M
CIR &IALL OE VA90 t-CADD 4 S
25M PS CoHr-
OUCK SLOPE VM & 3r 6 VEM-)
ow OR MR W-
TIPrJ-' ALL S-AES 1 0 SAP W.
————————— --
7773-m WME- FIM WSM CORMT M
N07 ftCWE WW MESM
MODWIE RDPr F001K.
FLAI SLOPE /NO F007ING S=rp 9XPE roo7w
>
SLAB DETAILS ADDRESSING EROSION
7w AIIXMW ASSWX'IIDN OF FLOMDA, OC.
ZXAF 0 KAM%lq WALL P.0, BOX 140=
ORLMM. rLORDA 32814
...................... ............I..................... ...... .. .. .......
51AC 2 of 4 Fermit Plan 5et - Deolon anA ComporeM-67 Typical Flaman616Unr�ar� DetaiI6
5-t. Johm CoLx1t;y f Clay�ourlty North&ast Florida Chapser -AlLiminurnAc-5oclasion of Floricla-, ha
57 RLIc-P- M CAPO-NTL RAT PMW,�)-tt)LL _WLC ITLM I A)
Aq
Q
4A—
FOR 5�RltZA"Of PAW-1--t,Utr- ad W11-1 I
------ 5/6 0 WANLR a 4"oc (��LAcif Pca PAWL) 0
C)
0 LACA I-'A WW-T -fAz COWO-'qL PAW-L-5 Wf-
W 0 LAq DOLT!�WITI I 1W 0 fL"-R WAbWZ.!)
a iz oc(4 LAW PcR PAWL) 0
-i7% E
is: ilk: LPqL MAhJ-(-')LL ITCM I C)
FW- -'CLf-M4TWj PO-5T-5.f A-bTLN W-04
14-'VL POtT 14TO NTLPJUL 6ML\V -14J�L6 >1 :3
OF MAki Wl 40 ,5hi-fA(2 LAW 0 ft-ar,
FM I,WLLO\V PO-')Ttk fA61114
Tt"Top q"14TO NTLRW"L -,)CRL\v
-�PuL6�f Po,�5T W/ 00 (2 LACI I
4R f PQtTRATW RfO 150,56)
ROOF MARW WALL CaAM4--')(-tLL -tK-C ITLM IP)
z
7S
r-
"L M "OLLOW(XL .U�C JTLM# f)
U
W 0 TAPca4 OR LaiVxl-* WiTIN oF V!
LAcW P06T AW 2&OC.kJAX(TYWAO M
_l a A r-Ac.Y- VA-L R-A'FL
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v F01 AM
to
TYPICAL -'50LV 1ZOOf-t!LA1Z14a WALL 5F-C-000 -
"04 JSWM'jW Of ftAM-"IltA31 ft.V"A ClkP%iL-aff or uo!-.sm� sT.-wills cotwfy/a.Ay C"fy I�KaU,J-y tjRWpja(,FC-491-by 0*,4 M
A
if
if
-- ---- ------ ----
---------- ------------------------------------ 11 '1 �
I If <
CLI-IT"M a PLAIT zPal. r.
--i Lp
C04=j- v wt)Tzot'ri-\VAL
PAW PAW
RDPF 2049F
PA,-m z0or ar,--cr.-TV OLT-W-r --v.-
PLaYLAI - 5cZLLN ZOOM - ZOOIF A=Ac�t-p -10 F4,.5(nA
(t4L-/T-10 t.= r --N�. TIC)
-SITE SPECjElQ-FRANffNG PLAN - TIQ ROOM w/-SOLID ROOF
:�c 4 Of 4 - Perritpilan 56t - Ponolign an? compon"Prt-'a 51toop 5ppclf.1c Plarl YiPW
Johm county I Q?y Courity Northeast Florida Chapter AJumimurn h6rpociat-ion offloridA bir.
00
7able 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28
;D
3"x 12"x 0.019"Riser Panels
V Open Buildings Enclosed Buildings
0
0 Wind Applied Overhang Condition Wind Applied Overhang Condition
M One and Three Max Oneand Three Max
Region Load Four Span Region Load Four Span
Two Span Span Cantilever Two Span Span Cantilever
102 M.P.H. 17 111-5* 14'-l" 14'-4" 5'-D" 102 M.P.H. 30 9'-S" 11-8- 11'-11' 4'-5-
I 10 M.P.H. 20 IV-10" IT-5" 13'-8" 5,-0" 110 M.P.H. 35 1 V-4' 4'-3"
T 120 M.P.H. 24 10'-31 12'-8" 12'-11 4'-10" 12D M.P.H. 1 8'-6- 10'-6- 10'-8' T-1 I'
130 M.P.H. 28 91-81 11--11- 12'�3- 4'-7- 130 M.P.H. 48 8'-1" 91-11. 10'-2' 3'-9"
140 M.P.H. 32 9'-3- 11*-5" 1 V-7" 4'-4' 140 M.P.H. 56 T-8- 9'-5" 9'4' 3'-7* 0
150 M.P.H. 37 81-1 D" 10'-11" 1 V-1" 4'-2* ISO M.P.H. 64 7*-4" 9'-0" q'-3" 3771 0
n
4 3"x IF x Row Pi"r Paitew
0 Open Buildings Enclosed Buildings >
$ z
Wind Applied Overhang Condition Wind Applied Overhang Condition M
One and Three Max One and Three Max
LD Region Load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever
1
M 102 M.P.H. 17 12'-9" 15'-g" 16*-l" 6-0" 102 M.P.H. 30 10'-7" 13*-1" 131-4" 4'-11-
z
M 110 M.P.H. 20 12'-2" 14'-11" 16-3" 51-0* i'lo M.P.H. 35 101-11, 12'-5" 12'-8* 4'-9- 0
M I.-S. 0
;D 120 M.P.H. 24 1 14,-21 14'-5" 5'-0* 120 M.P.H. 41 9*-6" 111-91 111-11" 4'-6-
K C
W D r- 130 M.P.H. 28 10*-10" 13'-5" 13'-B" 51-0" 130 M.P.H. 48 9'-0-- 1 T-2" 11'-4*
Cn PC Q) - _, 4-3*
0 0 140 M.P.H. 32 ',0'-4- 12'-9- 13 4'-10- 140 M.P.H. 56 81-7- 10'-7" 101-10' 4'
z -n
0 150 M.P.H. 3-7-7 9,15- 12'-2" 1 Z-5" J__��-8 150 M.P.H. 64 8'-2' 101-1" 10'-4- U)
"n
0 3"x 12"x 0.032"Riser Panels
(D Open Buildings Enclosed Buildings
Co 0
0 'n M
M A Wind Applied Overhang Condition Wind Applied Overhang Condition
F,
I t, � a)
One and I Three i Max One and Three Max
M > CD Region Load Four Span Region Load Four Span
xTwo Span Span Cantilever Two Span Span Cantilever
A =
102 M.P.H. 17 13'-8' 161-11* 17'-3" 51-0" 102 M.P.H. 30 1 l'-4* 14'-l" 14'-4' 51-0*
> (D I 10 M.P.H. 20 13'-0* 16'-1" 16*-5* 51-0* 110 M.P.H. 35 101-10" 13*-4" 13'-8* 5'-0'
120 M.P.H. 24 12'-4" 15'-2' 151-6" 5-0* 120 M.P.H. 41 10'-3" 12'-7" 12'-10" 4'-10'
130 M.P.H. 28 111-81 14'-5" 14'-S* 51-0" 130 M.P.H. 48 91-8" 12'-2' 4*-r
140 M.P.H. 32 1 1,_J" 13'-g" 13'-11' 5'-D* 140 M.P.H. 56 9'-2- 1 1-5. 11'-7" 4'-4-
ryi �—= 1- 37 10'-7' 13'-l' 13'-4* 4'-11" 150 M.P.H. 64 8*-1 D'— 10'-10" 11'.1' 4!-2* CD
Note: Total roof panel width room width plus wall width plus overhang. M
T
M
z
-4
SCREEN, VINYL & GLASS ROOMS SECTION 3
Table 3.2.2 Allowable Upright Heights Screen,Vin yl and Glass Rooms
Aluminum Alloy 6063 T-4
3-"-X-r fas"Hwlaw ul-rusJon
Wind Zone
Load 102 M.P.111. 10 M.P.".I ISO M.P.Ifl.-
Width Applied Load
9#)Sq._Ft. i9#1Sq.Ft. 12#1Sq-Fl `I5#)ScLFt- 16#1Sq.FI
36" 12'-6- 111-8* 101-8" 91-101, a,-'I I" a'-6*
42" 1 V-7" 101-9" -F EF— 9--l- 8'-4- 7'-11"—,
48" M-1101 M-111 W-3" &-a" 7,-g" T-5-
54" iW-3* 9'.6- V-9. W-0. 7'-4- 6'-11"
60" 9.-B. W.0. 8413* T-7" V-11 V 6'.7-
66" V-3" W-7' 1 7'-11* T-3- V-8. 6-4-
72" 81-10" 8'.3* 7'-7- 6!-11* V4* V-0-
781, 8'-6" 7'-Il- 7-3- 6'-8' 6--l' 5'-9"
84- 8'.2- 7'-7" 7'-0- 6'-5- 51-10" 5--7-
. - 6_9.
gr 7'�l 11- 7'-4"
2"x 3"x 0.045"Hollow Extrusion
VWn3 zone
Load 102 M.P.H.1 110 M.P.H.1 120 M.P.H.1 130 M.P.111. 140 M.P.H. 150 M.P.H.
Width Appil Load
8 0/Sq.Ft. 9 0/Sq.Ft. if)0/Sq.FU 12#/Sq.Ft. 15 0/Sq.Ft. F'
7" 1—12'--2—"--- 11'-2* 10'-3* 91.9.
36- 14*-3" 713'-3" -
i . 91-0.
42" IT-3% I'I'A" 10'4" 9'-6- i)-
48" 12'4" 111-13" 10'-7" 91-8" 81-10" W-5"
54' 1111-8* 91-11, 9'-2n 8'4" RT-1 V
60" 111-1* IW-3" W-5' 8'-8" 7'-1 V T-6"
---1 91.0.
66" 91-10" 81�3' 7'-7- 7'-2"
72" 9-5" 8.-8. 7'-111" 7'.3- 6'-10'
78" 91-8" 9..0. 8-4- T-7- 6'-111" 61-7"
84- 9-4" 11,-a. l'-11" 7'-4- ra.-B. 6-4"
gr 9--0-- 8'-5- 71.9. 7-1—" 6'-6- 6'-2*
2"x 4"x 0.050"Hollow Extrusion
Wind Zone
Load 102 M.P.H. '110 M.P.H. 1120 M.P.H.1 130 M.P.111. 140 M.P.H. 150 U-11.
Width Applied Load
9#/Sq.Ft. i001Sq.Fl. 5TWo- ft
36" 19'-7" 18'-2" 16-41" 13'-4"
42" 181-1* 16'-10* 15'-6* IT-1111" 12'-4"
Ft. 12 S Ft. 501go.1-1. i6#/Sq.F
4'-110" =8= I�ZB IT-V- 1 1101-110"
48" 16'411" 15'-9" 13'-3* V-6"
54"
60" 15'-2" 14'-1" 112!-11* 11 VAG" iv-10" i IV-4"
66" 14'-5" f-3FS-"— 1174" -11'40 91-10*
72" 131-10, 17-110" 1 I*-io* 101-10" 91-11. 9'-5-
781, 13'-3* U-4" A 11'4" 91-1.
117-11W 11-11, 101- 81.9.
12-4- 1 V-6 10'.7*
Notes:
Glass Rooms: The addition ol aluminum frame windows with glass panes that are designed
to 1110 M.P.ti.wind load requirements to the above upright sizes Increases the strength so
that additional framing is not required.
Using scrabn panel width*W"(See typical glass room drawing.),select upright required
Irom the maximum height allowed for each extrusion.
Screen Splines on 3*side. extrusion turned with 3"side parallel to sole plate.
Lawrence E. Bennett, P.E.
CIVI ENOINEER-DEVELOPMENr CONSUL TANT
P.O.BOX 4365.SOUTH DAYTONA.FL 32121
TELEPHONE(904)787-4774
FAX(004)7674556
PAGE
COPYRIGHT 2000
NOT 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT 7HE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. 3-21
SCREEN, VINYL & GLASS ROOMS SECTION 3
Table 3.1.1 Allowable Beam Spans -Hollow Extrusions for Screen
and I or Vinyl(Open) Rooms with Solid Roofs
luminum Alloy 6063 T-6
Wind Zone
102MPI,I I 1—iOMPif I 120MPI-1 1-130MPII I 114-0fiFFI-I I 15OMPII
Applied Load
TI—S I Sq.11`1.120�1§9.Ft 124 X I Sq.Ft'128915 Fl-l12-#1Sq.Fl.l37#19q.Ftm
LoadWi—dth 2"x 2**x 0.036"
5' 5.-1. 4'-9" 4-A- "1" 3!-8- Y-6-
6. 4--8- 4-4- Y-1 I" X-8- T-5- Y-2-
T. 41-4- 3*-1 11- 3--8- Y-5" 3--2- F 1 P
8. 4--0- 3--g- X-5- Y-2' 2'411" 7-9"
9. Y-9- Y-6- X-21" 2%1111" 2--9- 2*-7*
io, Y-7" 3'A' 3--l- T-16" —2-s-
111 3--5- 3'-2* T-1111- 2*-B" 2--ra- 2--4-
12* Y-3- 3--l- 2--110- 2'-7" 2'-5' 2'-3- 1
Load Width 20 x 0.044m
5. 5!-7" V-2" 4#-9- 4*-5" 4'-14 Y-10*
6. 51.1.
4--9- 4--C 4'-0- 3--g- Y-6*
7. 4--9- 4'-S" 4'.0- 3--g- 3--5- T-3-
84 4'-5" 4--1- X-9- 3',6' 3*-3" X-0-
91 4'-2" 3'-1 V X-7- X- 3--1- 7-1Lr
10, Y-11" Y-8- 3-A- 3--1- 2'-11" 2--8-
111 3 1-9" X-6" 3*-3* 2'-11" 2'.9- 2'.7*
I T 3-4- ZIA- Y-i- 7-110- 2--6-
Load Width 2"x 2"x 0.055"
5- 61-1. 5--8- 5--2- 490" 4*-5* 4--2-
fil 5'-7- 5--2- 4--g- 4--5- 4--1- 3'-9*
7. 5'-2- 4--g- 4'-5" 4--1" 3'-9"
1—0" 4'-6* 4'-1- 31-9. X-6- X-21"
9. 4'.7- 4-�3- Y-10" T-7- 3-4- 3--l-
10, 4'-4" 4-�O- 3%8" X- - 31-2" 2'-11"
11111 4'-1" 3'-10* 1 �3- 1 2'-11" aZ- 0-
12' 1 Y-1 11" 1 Y-11" 1 T-4- 1 3--1- 1 2'-10- 7-8-
Example:
For 2"x 2*x 0.044"Extrusion beam span Is distance between uprights;to enter table root panel projection of
14'-0"find load width;
L.W.= 11472+X0.1-1.=W Enter table on left under load width. Load Width=W-O*. Read span under
appropriate load;
Live Load @ 17#I Sq.Fl./102 M.P.H.Load
Note: Beain Span
Glass Rooms: The addition o(aluminum[tame windows with glass panes that are designed to 110 M.P.H.
wind load requirements to the above uptight sizes Increases the stiength so that additional framing Is not required.
Tables assume extrusion oriented with longer extrusion dimension parallel to applied load.
Lawrence E. Bennett, P.E.
CIM ENOINEER-DEVELOPMENT CONSULTANT
P.O.BOX 4398,SOUTH DAYTONA.FL 32121
TELEPHONE(904)767-4774
'FAX(9041787-6556 SEAL
COPYRIGHT 2000 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART Wit HOUT THE WRITTEN PERMISSION OF LAWRfiNCE E.SENNEU,P.E. 317
CITY OF ATLANTIC BEACH
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PLUMBING PERMIT
P MIT INF-M-AW-Te":
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FINAL
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ip .
6486
CXTY OF ArLMrXC BEAC9
APPZXCATXCN FM FLUNBZNG PJ2Mr
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L ly?)� (oa
Lo /
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now blAxy OF Tm Imiwowm v7xTums
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