Permit 1243 Linkside Drive 646.7 ADDRESS /2 41- 7 3 /5" .
BUILDING PERMIT NUMBER r
INSPECTION (.-i FUOTINfi 9 - 9 2- -
SLAB
FRAMING
COVER UP r _ /° ^", -9 _
iNsuLAT 2 a- 2 --
FINAL BUILDING_
CERTIFICATE tICA..
ELECTRICAL PERMIT #__ 9
INSPECTIONS ROUGH_ /0 - -9 L.-
FINAL 3.57 z
MECHANICAL PERMIT #_ Y-4
PLUMBING PERMIT II
NOTES:
F P LACE':
...\
MAP SHOWING BOUNDARY SURVEY OF
•
LOT __ BLOCK AS SHOWN ON MAP OF
$EL 1/4 L /,c%es /O6 /i// T /
AS RECORDED IN PLAT BOOK _44___ PAGES Z e2iO4 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO. FLA.
FOR __ CEWre% A/44MS__ _ Co.aP __ —_ --
NOTE BEARINGS SHOWN HEREON ARE BASED ON THE ABf)VE MENTIONED PLAT
PAgi of 56c7io c/ 17, Tow../s,4 2 .3 ,?09.4.466 ZJ E•9s7"
A/ 83'41'/0 E
500
t `
0
50' e45‘,444 .co,c
DR4,.�•444, Uj /zi /ES ' ' c
f $ si 5. ,, v o
'b i J2v
ti 1 - 4 W e'
• ---: 4.-.0 4e uF II QWQ
V v ^vgrae - 1 3' k W �i o
e ' 1, ± Tor of F,�.9NK. Z I 0 NI; O
k
y I Z
o 4' ct -1
f• i
40'
t
io 4 N.
< t___ 14111 . 1
V
2 5 roRY STUCCO V v
r h, DWELL /NG '
■
61 No. /24.3 I,°
a
o /5 oo Q
0 Q f /N /.5N Pc 00g 2 k 0
V a e�
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3 - , A ( io iQ) 4
\ o. ,, Wi °_ / 't 4 )
k ` \ N ` 9 Qe�
,.y 11 V
t o � 7 0 9 /j a . FEB 1 1 99 3
03" Building and Zoning
•
1 1
/39.Z4' lb , 1/ 45.72' AT 0 /10 5o0
r was I ...I API /f •II i//
1
Cl
Address /,..? 1/3 4 i Al fri S ii r r , (-10 . ( t (ei - PP f T/ 04
C)
Heated Square Footage _________ Ja $L_ per sq ft = $
Garage/Shed () 0 $ e.) per sq ft = $
Carport/Porch /,2 ei 0 $ /y I'O Der sq ft = $ e ; / 0 06
Deck /2) 0 $ 6 per sq ft = $
_
Patio 4.') @ $ 6 per sq ft = $ C)
TOTAL VALUATION: $ a2 r
?,,OLtO 00 / .3 0 r' $ if -.I'. co
Total_ Valuation 1st $ j 000 . 0
0 (/ 0 . 00 / 0 0 . (7. 1 $ t 0 00
i Valuation $3 thousand or
portion thereof
Total Building Fee $ ,;,)- .S 0
ADDITIONAL PERMITS and/or FEES REQUIRED + k Filing Fee $ t' 02- 3
Mechanical
o f Fireplaces @ 15.00 $
-- — BUILDING PERMIT FEE $ 3 -'. SO
Plurbing
Electric/New ___
Electric/Temp BUILDING PERMIT $ 3-0
Septic Tank -
Well WATER METER CHARGE $
_
Swimming Pool SEWER IMPACT FEE $ ------
Sign WATER impAcr FEE $
MISCELLANEOUS $ ---
Water Connection
__
Sewer Connection /,1 0 g4DrAi $
Water Meter $
Elevation Certificate __
GRAND TOTAL DUE $ 7
CALCULATIONS and/or NOTES
CITY OF ATLANTIC BEACII
PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS
DEMOLITION
Owner(s): Gones ( ' !?c , mi t k; 1 A4 i>,6 , St-tit( q C'
/ : 3 .: , (" . , / � ( • 1v � , r' 1 / ,
Addre ��l J�'►�ll ( 1 k `'� a,� ( Phone' D9(0. L-4- '. I / Pl Lot M Block or Unit d__ Subdivision 0 -U ijL&LQi_CtQ_
Cantracfor: 0t/ 1/t i ] 1 1 1 ) C,i ez-) 47.0i96t3 ;43 4' 1 \
Describe work to be done: .- IL) ' ,n do uJe_
Present use of building: --/ 1 ua i n !T L " DO
Proposed use: I 1 1 l." Ile IL 5U( e_, ._
Is this an addition? Z If yes, what are the dimensions of
the added space: f't. X 1?) L ft. Will the added area be
heated and cooled? New electrical (or increase)? /-
New plumbing fixtures ?_ , New fireplace? New Heat/AC? . -
SUBMIT COMPLETE SETS OF PLANS, INCLUDING SITE PLAN AND SURVEY
IF THERE WILL BE AN ADDITION TO THE EXIS`T'ING STRUC d
Signature OWNER: 4+ L% Date; 0" ) -
Signature CONTRAt! ;.,• • ..'ligpvff ■ late: _/0) (--
P• P ? ii l p,N����' 8 F4Nc
0 %'
i / �1 ! ) / kx
Building and 71,i.--;-7
Since
978 A e 4 a -ter
4 :•a
ALUMINUM CONSTRUCTORS
`� , ; of Jacksonville, Inc.
December 1, 1992
To Whom It May Concern:
Aluminum Constructors ni Jacksonville, Inc. is a client of
Lawrence E. Bennett, Civil Engineer, in South Daytona.
Our client ID number appears on his engineering sheets nor
aluminum construction.
I do not currently hare a pad cf raised seal engineering
drawings, but I can ' ;r er as many sets as I need.
If you need a set or ;cats to place in your files with this
permit, please let ru! know.
I am including 11,r only . e t of raised seal plans with this
permit so that yiw may authenticate the copies I have
"attached to the ' . is sets. If possible, I would like
1. }i5 6at back.
Sincer i -, i
David W. Miller )
President /
t� A s � c c s s�D
'o ALUMINUM CONSTRUCTORS OF JACKSONVILLE, INC.
at 11307 Distribution Ave. E. • Jacksonville. Florida 32256 BUI
(904) 260 -4241 FAX (904) 260 -6797 C NTR CTO
CB C040888
Gf iIOR��!
l' 'AILS 1. MAX. 8)30 SPANS 1'0A 0..A80 ROOMS (FANS)
•
A1?.'M1NINU}1 ; It0UDTRY STANDARDS 105' - 11,;4} ):"2'».::
)'A$ SIZE *1309 8144 . "R " 48 8Nt1MN 0W 'POW
2.1'8 12 "0 F?.C' +;t2 Po 0, M. }' 0._ N, 2; 0,
'00 MCP W. E. 06 St 0" 8' - 3'
`Fl f! nAD 7'- 4" 7•- 8'..
»O Mu'H W. iota? 6 " - 9' 7'-
1}..I i'. "3 0 1::6
93 Hi'H SAAU 6 - 0' 8" 9'..
110 11f11 M, LOAD 7'- P' 7'- Ii" 0'-
110 MPH W, LOAD 7'-- 1" 7`- 4" 8'-
2.5 "X 12 "X 0,030
I 93 M 8__ -_ MPH M. LOAD 6'- 7" 8'- IU" 9•-
110 MPH 8, LOAD 7'- 10" 8'- 1" . 8'-
170 MPH E, LOAD 7'- 3" 7'- 6" 8'-
2.5 "1 13 °1 0.032
95 MPH W. LOAD 9' 9" 9'- 11 " - " 10'
/ 110 MPH M. LOAD 8'- 10' 9'- 1' 9'-
120 MPH N. LOAD 1'- 2' 8'- 5" 9'-
2.0°1 12`1 0.026
93 MPH M. LOAD 11'- 3" I1' - - 5" 11'-
110 MPH M. LOAD 10'- 3" 10'- 5" 11'-
120 MPH M. LOAD 9'- 3" 9'- 0' 10'-
3.0 "I 12•0 0.032
93 MPH M. LOAD 12'- 6" ._.�� 12'- .. -..-.- .- .-..
110 MPH W. LOAD II'- 5" 11'- 7" 12' -.
120 MPH W. LOAD 10'- 7• 10'- 9' It ".
3.0'1 12 2.036
, -
X 95 MPH W. LOAD 12'- 11' 13'- l^ 13'-
110 MPH M. LOAD I1'- 9' 11'- 11' 12'-
120 MPH M. LOAD 10'- 10' 11'- 0' 11'-
,00"1 12'1 0,040
95 MPH W. LOAD 14'- S' 14'- 7". 14'-
110 MPH M. LOAD 13'- 0" 13'- 5" 13'-
120 MPH W. LOAD 12'- 1" Sr- 3' 12'-
ROYAL ALUMINUM SVPMR -PAM PAM iIOS -�2Q PAT 8 �
PAM SI78 �R0074 SPAN . "W" AS sum OW DNAIt1N<
2.5 "I 12 "1 0.0_73 N_O_ 0. H. 1' O. H. 2' _0,
95 MYH N. LOAD 13'- 8` 14'- 0" 14'-
110 MPH A. LOAD 12'- 7' 12'- 10' 13'-
120 MPH W. LOAD 11'- 8" II'- 10" 12'-
2.5 "I }2 "1 0.028
00
vS MPH M. LOAD 1 "- - 9 9 10
" I5'- " 14'-
110 MPH W. LOAD 14'- 4' 14•- 6' IA
120 MPH W. LOAD 13'- 3' 13'- 4' 13'-
3.5 "X 17"X 0.030
--- - . _ - ---- " -
95 MPH W. LOAD 16'- 6" 16'- T" It'-
-
110 MPH 9, LOAD 15'- 0" 15'- 3" 15'-
120 MPH W. LOAD 13'- 11" 14 °- 0" 14'-
2.5 "X 12 "X 0.036
95 MPH W. LOAD 17'- 9" 37'- 10" 18
110 MPH W. LOAD 16'- 8" 16'- 3' 16'-
120 MPH W. LOAD 14'- 11" 1S'- 0' 15
• '111,,,,. .11J:..'""i WIDTH . "R" FROM TABLE 2 07 3 a LENGHTB OP '
?AJ,i P 1.8 MAX. ROOF PAN SPANS FOR 07A58 ROOMS
A1111ININ,11 ni,.ov H -38 OR EQUAL YIELD MIN 28,000 PSI
.AN SIZE ROOM SPAN . "W" AS SHOWN ON DRAYI7
' 3,0'0 17'0 7.0201
95 MPH ". LOAD 13'- A____ —_ 13'- 8 " _.___ 14'-
110 MPH W. LOAD 12'- 3" 12'- 5" 12'-
3.; MPH W. LOAD 11'- 4" 11'- 5" 12'-
3.0 "X 12 "X 0.032 _
5 MPH W. LOAD 15' 1' 15'- 3" 15'-
1 10 MPH W. LOAD 13'- 9" 13'- 10" 14'-
120 MPH W. LOAD I2'- 8" 12'- 10" 13'-
3.0 "0 12 "X 0.030
95 MPH W. LOAD 15'- 6" 13'- 7' 1.6'-
110 MPH W. LOAD 14'- I" 14'- 3" 14'-
Mt'. W. LOAD 13'- 0" 13'- . 13'-
3 0') ,2...; 0.040
9; MPH W. LOAD I7'- 4 17'- 5" '' -T'°
1 1 0 MPH W . LOAD 1 5 ' - 9" 1 5 ' - 1 1 ' 1 6 ' -
0 2 0 .MPH W . LOAD 1 4 ' - 7 " 0 4 ' - 9" 1 5 1 -
• 1 : 1 7 0 , 1 ; . . , : : M WIDTH - '8" FROM TABLE 2 OR 3 ♦LENGHTS OF
, '
• ;�- :t, W!:p •C!AD EII'F.EDy LIE£ LOAD REQUIREMENT FOR W!<
;1' r,1 ..A 111 '.F 4186 } FOR SELECTION OP ROOF PANEL.
1
CONVENTIONAL HOME CONSTRUCTION
TADLE I: MAX. ROOF AREA FOR ALUMINUM POST FOR A HOUSE PO
FOR ALLOWABLE ROOF AREA USN "AREA' . S X (9/2 4 0.9.)
EXAMPLE: "S". 7' , 8 . 12', 6 O.H. ♦. 2' THUS: "AREA'"
POST TYPE MAX. ALLOW. ROOF AREA FOR VARIOUS TYPE POS
3 ", 3 "80.060 " SCALLOPED* _., DESIGN LOADS AND WIND 1 1EL0cLT
POST NGT POST MA; • WA1ION 6 UP TO 120 MPH 0.122
UP TO 11' -10" 8,760 167 SF
3"8 3 "■ 0.040" ROLL. FORMED"
._ _ _ _. 7'- 9" ! 0
UP TO 0,000 190 9P
3 UP " e 3 "8 0.90" TUBE'
TO 111• -10" 14,580 247 SP
1"x_1"[ 0.125" TILT SEAM"
PP TO !t'- 0" 19,440 370 bf
4 "0 4"e 0.12;" T017 DEAN
UP 718 13'- 9" 26,190 . __.. __... 499 AT
-- „ xxxxx...----,...-j--...---....--....,
. e
... J 3
1 . 18610 e : P10. 61206 :woo FoR 8CPEE 9 A 61,588 WOOMM TABLE A: 7, . 0 01 1 . 11; 8 1A BEAM MPA83 NC9E09 4 GLASS ROOM:
• 1
ACUMIMINVM IMPONTPY MIAND
1 • COPE 91.0
COM/4 VANVI4 101-41 Wi 1 5 A .101 t
9 000 SPAM . 'iv AM 800 09 upA4tml,s ;T:kri L " TI=6:1:3PLTL...25?la - 11. 73 -%17A:r;p(17, : .
PANEL 412.1
0 M 2
11 44 r „,.,, 40 D. M t' ' 0 P
to' C 10' 7 11 :, ,,,04,, rxt MPH W. 1'..1) 210 Mill W. LOAD 22)) 017" 9 21280 9 1 M00 m, i 621 5•
Iv • - I 5' 'Y' .
110 Hili M. IOAD R'- 11" 6' EXAMPLE L • 6:- 0:: 5'- a:*
- ,■; 120 MIll W 10AD l• A 5' t
8- 4'1 49"0 0.02* 4' 2'
I"
55 MPH W. IDAD It'- 5" P. .4'- It' a•- 6" i
110 MPH W. LOAD 10'- 5' 10°- 7 ' 10' 1 - 11'
9 10'
--6" 110 MPH W. LOAD
10' X.1 49"X 0.012 i•- ;" • .
3" 95 MPH 9. LOAD 12'- 4" ------iJ:. T
b" I- o" 6' 1
110 MPH W. LOAD 11 3" 11•- 5" 11 II' 7'
MPH W. LOAD 10 5' 0- 7" 11'- 1" 0' 4.- 10' i
9'
4"1 13-8 0,024 9' A•- 4"
I' 95 MPH W. LOAD 12°- 3' 10.
110 MPH W. LOAD II'- 1" 11 4" 11'- 10 2"x 2"A 0.06" EVE
11' 120 MPH W. LOAD 10'- 3' 10 6" tl'- 0' 5' „. i „. : .. i,--- I
0" 4 " 4° " 0 ----- --...... ....—...------------------i; 6' 7,- 6°- 2"
3"
So 95 MPH W. LOAD 14°- i' 14'- 3' 7' „ 5'- 8" a
110 MPH W. LOAD 12 10" 15'- 1" 13 5" 5' 6.- 4 A.- 97 3°- 4"
2* 110 MPH W. LOAD 11'- 10" 12'- 0" 12*- 6" 4' 5• - 11' 5• - 5" 5'- 0" I
I" 10' 5 8" 4 0"
3° ELITE COMPOSITE PAN PS COEE pgrim 3"
ELS 3105 m-1* F il E s s 2"s 0.05" E1T 1
PANEL SIZE ROOM SPAN . "8" AS 844099 oi DRAwimos • 5' 6'- 6"-- 7'- 0"
- I I ' 1:X 48"X 0.026 NO 0, M, r g‘ H, 7 ' 2, 1 1, 6' 6'- 5" 3.1'- II"
5" 95 MPH W. LOAD •• I5'- 7" 15•- i- ii.- 1" 7' 6'- 6" 5'- 11"
7" 110 MPH W. LOAD 14'- 2" ii'- 4" 14'- 4" 8' 6'- 1' 5'- 7" 5'- 3"
120 MPH W. LOAD 13'- I" 13•- 3" 13'- 8" . 9' 5'- 9" 5°- 3" 4°- 10'
- a; 1-x ±e-x o,o12 10' 5'- 5" t
9 ' 95 MPH M. Oa 17'- 7" 18'- 1 ' Iv- 5" 5"X 2 "0_ 0 .A1:_EXT__ __ __-_-________
1' 110 MPH W. LOAD 15'- 6" 16•- 6" 16'- 10" 3 4.- 74•---5- 8'- 4" i
120 MPH W. LOAD 14'- 6" 15 3" 15'- 3" 6' . 9'- 0" 8'- 3' i'- 7" e
4"X 48"X 0.026 7' 7'- 7"
9 . 95 MPH W. LOAD 18'- 0' 18'- 1" 113': 5' 8'
U
- -- 110 MPH W. LOAD 16:- 3" 16'- 6 10'- 1.0" 9'
5' 120 MPH W. LOAD 15 2" 15°- 3" 15°- 3" 10' 5'- 11"
3' 4"2 48"X 0.032 2", 3°1 0 05' 711.T BEAM
4. 35 01F21 W. LOAD 19'- 12" 20'- 1 - .. , 6'- 4" • 7• 10"
..... ino MPH 9. LOAD 16'- 2" I8'- 3" le 5' 6'
120 MPH w. LOAD 16' 9" 16° 11" 7' 7 '... 10"
10 6"0 40 0.020 0. 0-1'
IC' 95 MPH W. LUAD 22'- I" 22"- 2 3'
110 MPH W. 1 20' I" It 3" 2U'- . 0' 4 11'
120 MFH W, LoAD 10°- 7" 18' 2" I9'- 0° 1"x 0,C5 1•13.7 27E01
6'
5' --
68401 0.0fl I1'- 1" 17- •
95 M1 W. 2.!,AD 14'- 7" 6'
110 MPH W. LCAD 22'- 4" 21 - r.- 7' 5' C"
120 MPH W. LOAD 20'- 17" 20'- 6" 2I'- 6" 9' 8'- 11"
9*
• TOTAL P,OM w!D70 • "9" FROM TABLE 2 OR 3 41.EN0H03 01. OVEPHAN 10'
., ,, ,,... 97 Mi” 1 EXCEEDS LIVE LOAD PE(1019FMENT FOC WALE '0' POOF
O SP CREATE! 21 480 LOAD FOP 01E01108 OF 800! PANEL. • 110 Mr0 6IN8 !,OAD EXCEEDS liVE LOAD nER FOE 062.4 PO'OF
USE THIS 1)OLUM4 FOR SELECTION OF BEAM FOP WAI( ON FOOF
.GS • TABLE 3. MAX1Mom REMITS MP SCREEN OR 01.4 ROM u1161WIs
ALUMINUM 6063 7-6 ALL076
11 MDR: 5CREI24 EOM cunt 'V FROM MATING SELEC1 SPAN 'if' SHOWN C.0 DRAW:NG
n .8AX18811 SPAW 'IC
crax '11" . 3 0: 6.2•.! Sr. .4.
- 60: 06: 72' 79'
Emus IONS
1 2', 0.04'" 6'-10' 6'- 4' 5'-11" 5'- 6' 5'- 4' 5'- 1' 4'-10" ,.- 7'
4
1 rx 0.06 8'- 3" 7'- 7' 7°- I" 6'- 9 6• 4' 6'- I" 5'-16" .6'- 7
--"
8'
2'x 2": 0.05° 10' 2 9'- 5' 8 8'- 2' 7' 7'- t* l'- 2' !, -I!"
.- -
2'x 232 0.06" 21'.. 1' UM- 3" 9'- 7' 9' - 1" 8'- 7" 8' - 2' 7• 7 , - 6' .
3'31 232 0.05° 10' 8' 9* 9' 3* 8' 9' 8' 3' 7'. 7' 6 7' 3'
OTT!. 7!.09
,:..i , , , F 2'1 7'i! 0.0"." 12 11!--11' 11'- 1' 10-6' 9 9'- 6' 9'- 1' e'- 1
232 rx 0 0 13' 8' 12° 6' 11 II' 2' 10* 6' UP 1 9' e" P' T
0T9' nrE MAYITTTI :PAN Tun. 100M: WILL 0686 cm mil A.409021 ! 27X!;.M 4
A240!!!!!,. N0 L.T..!!! 'MAN 7' O.C. .4w0 AN:200119 INTO ('2, '6311. 0E6F 1071ii4 6" 1)8 .7 01
1:11:1,7011. 940 01' 2' 0 C. 112911.0.
>,.):::•., ; !,,;!...:. 22 AD;: OF ME 0,_ 03'_, 0,',') 24 .619)" 49
2,30 ,,,:;;,•.7,1,, - ;1:1 ,Th11,0"r 00 v2q03 A: 1 P'9601.. A:,0',"T :;..1:.' V. P_ TT tio"E, 4 ;:, a G7 , ..0;, , :3:.! ! .,..!, !_!,.., 0c06!
i9
00,0911) ,1'19 wIN:T 0 U101767 AND 8282074 'OT""" SUP1 ,)4 2, 'i ) • •• C.Cii:' (.' 1;31111 i00,17 due 1,, ,,, vt;:6:.!€.:
ETTPIrs104 "20 TIM Fiti,f(r •NALL. BEAM AND 2,00!2.ifT5 All SWAN 0!. 701. !:(9661.'; ,-„o0;
DRANINcS AND PKLATED TATITL. ADDITIONAL 2'X 2' II 0.09' SIM> SHALL 161. AICED
UNDE.2 THE 9111 SUPPORT RAIL. , 9 2 - 1? 0 1 6 6
,,
2. ',INT', ROOKS: THE !!AME STPUCIIIRAL LOADING A3 SCREEN ROOM APPLIES'. 1) 416 AI.1 °4308mA110N AND DLEAII.33 Cc74 o% :MIN „.1."..2 1" 10
SCREEN TEE VINYL WILL BLOW WE AT NED VELOCITY Or 65 TO 70 PIPH. 61436I04T1 OF LAwIRENCE E. BENNETT AND MAI t, or !]] i“i'iOL,
UN 01j:0 IN ANY MANNER WITHoOT HIS WHITTEN 0ER01 '4. 2.0090111))- 22
IS NOT VALID WITHOUT Mr. BENNETT'S SIONAIMPE AN0 F21008611 SEAL 04
A MASTER FILE COPY BELONGING TO Tun PERLioN USING A GoPY OF THIS.
/.
MICt
LAWRENCE E. BENNETT
, I t■ ,F
A.4,P CIVIL ENGINEER a DEVELOPMENT CONSULTANT
PO Box 4368 South Daytona , Fl. 32121
ji
_ SaG
DRAWN
I SH
1 5 r'
EET 2 OF 2
I.
..............,,,
, . , .
MAP SHOWING BOU.NDARYA SURVEY OF
L.C.1 1 BLOCK ___.", . AS SHOWN ON MA1 OF
. .. _____.___ _..Arrlase_g___z_ie_4x5;eoioicL_p:v77___:__z_____.___
AS RECOF1 ED IN PLAT VOC'K 1 .._ PAGES __,.__ O THE 71791T PUBLIC RE¢Oap$ OF DUVAL CO.. FIA.
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PANEL .,I2E , Oul TAH . ''9' :: dlowN oN , 294ING3 •
lEAM .11:40 :XAMP!: FOR "A"“ 5' • l'. 6' 0 TO •I' +TOTH 'A"
, . 21 40"7 3-724 ':0 3, A. I' .1, H. I' 9, N. 4I7:13I - A' 15 !PH 1. LOAD 110 rartt W. LOAD 120 MPH 5. LOAD"
1. 95 MPH 4, LOAD 10'- 0" 10'- 7" 2"y :"x0.04" 7.XT
110 MPH W. LOAO 0 II" o"- 2" 4'
120 MPH W. LOAD 9.- 3 9'- 6" 9'- 2" 6' 7XAMPLF, L . 61, 0" 5'- 6' 5 3 9 :
in 1"X 48"x 0.,124 _
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95 MPH W. LOAD 11' 7" --127------17 3' 4 9
110 MPH 41. LOAD 10 5" 11' 1" .' 11" ,' 2"
10' 5" 70' 4
). 3"X 46"1 0.032
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95 MPH W. :.00---TT...-=-----•'------ 1 4 " 111'- 0" 6'- i ----
110 mP4 Y. LOAD !I'- 6•
120 MPH W. LOAD 10-5" 10- 7" 11'- 1"
41 120 o.924
,.'- 10"
1. 95 MPH 4. LOAD - 4." I2'- 10"
F 110 MPH 4. LOAD 11-10" ;0'
. 120 "169 4. LOAD 10 3" 10 6" 11' 0" 2": 2".1. 0.06''XT
1" 4 48"I 0.032
1 95 MPH W. LOAD --- I4'- ." 14 71" ------ ,' _. .,
110 MPH 4. LOP' 12'- !0"
17 120 MP)) A. LOAD II 10"
F" ELITE COMPOSITE PANELS 3105 8-14 2.0 g EPS CORE DENSITY 10'
4'- 9"
.;
1)9861 .:1.7.2 ,2.C3 ..;PAN . 4" .W.3 :HOWN ON jAA4INGS ' 7 ' 1 .25" OXT
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.
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95 86)) W. LOAD 0 * 15.- 7 15'- 8" 6'
5'- 11"
-
110 MPH w. LOAD 14' 2" 7'
. 170 MPH W. LOAD 13' 1" I3' 3" 13' 8" 3'
''« 2"
- 7.
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3"X 48"X 0.032 9
5 3" 4'- 10"
95 MPH W. LOAD 7" I8'- 1" 10'
EXT 5'- 0"
3"x 2"x 0.07
110 MPH W. LOAD 15' 6" 16' 6" 16' 10"
5'
120 MPH w. LOAD 14'- 6" 15 3" 15'- 3"
'
4"X 48"X 0.026 6
•
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95 MPH W. LOAD
a.
110 MPH W. LOAD 16'- 5" I6'- 6" 16'- 10"
'
120 MPH W. LOAD 15'- 3" 15'- 3"
10'
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4"X 48"X 0.032 6 - 4
- 11
5 i
2" 3" 0.05" TILT REAM
95 MPH W. LOAD 19'- 11" 20'- 4" .
4
110 MPH W. LOAD 18'- 2" 18'- 3" I8'- 5"
6' 7 ' 77-
7'- I"
. 120 MPH IN, LOAD 16'- 9" 16'- 11" 17'- 3"
7' 7 10"
6"3 48"X 0.026
0.
95 MPH N. LOAD 22'- 1" 22' 6"
9' 6' 10" 5' - 10"
'7.. 110 MPH W. LOAD 20'- I" 20'- 3"
to
120 MPH W. LOAD 18'- 7" 18'- 8" 19'- 0" 2"x 4"4 0.05" TILT DEAM
i
.. 6"X 48"X 0.031
5 10'- 3"
95 MPH W. LOAD 24'- 7" ---- 14*- 16' ,
6' I0'- 3"
F 110 MPH W. LOAD 22'- 4" 22'- 5" 22'- 9" ,
r- 120 MPH w. LOAD 20'- 17" 20'- 6" 21'- 6" 9' 0' 11" 7 ' -
5
9'
7'- 1" . 1
• TOTAL ROOM 4/0TH . "4" FROM TABLE 2 OR 3 , LENGHTS OF OVERHANGS 10.
H. "" 95 MPH 4103) LOAD EXCEEDS LIVE LOAD REQUIREMENT FOR WALK ON ROOF
/
USE GREATER OF 4IND LOAD FOR SELECTION OF ROOF PANEL. • 120 MPH WIND LnAD EXCEEDS LOAD REQUIREMENT FOR WALKON ROOF
OSE THIS COLUMN FOR SELECTION OF aEAM FOR WALK ON ROOF. 1
6
TABLE 3: MAXIMUM IMIMITS FOR SCREEN OR CLAsS ROOM UPRIGM
ALUMINUM 6063 T-6 ALLOY6
. 1. 7
USING SCREEN EANFI 4I10114 'V' FROM DRAWING SELECT SPAN '0" SHOWN ON DRAWING
0"
MAWILK SPAN "H"
WIDTH 'V" . 36" 9.. 48" ..'_. 60" 66" 72" 70"
7. =rams
i
1"x 2'x 0.04". 6 6'- 4" 5 5'- 6' 5'- 4' 5'- 1" 4 4-7"
F
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rx 2"x 0.05' 10.- 7'- 6' 7'- 2' 6'-11"
i
rx 2"x 0.06" 11.- S'- 2" 7'-10'
0.05' 10' 8' 9 9' 3' 8 9' 3' 3"
1).HANG3
:N onF rx 3"P (LOS' 12-10" 11-11' 11 I' I0'- 9.-11" 0'- 6' 9'- 1' 7-0"
1
2"x 3"x 0.07' 13'- 0" 01-0' 11-10" II'- 2" 10'- 6" I0'- 1" 9'- 41" 9'- 3"
• DENOTES 111E MAXIMUM ::PAN THE EXTRUSION WILL SPAN WITH 4 5J0 ANCHORS, I RECOMMEND WALL
ANCHORS 80 LESS THAN 2' O.C. , ND ANCHORS INTO CONCRETE DECK WITHIN 6' EACH SIDE GF
UPRIGHTS AND AT 2' D.C. 41810311.
moms: 1. ;LASS ROCKS, TIE ADDITION OF TIM ALUMINUM W1N19)W FRAME AND THE STRUCTURAL
SUPPORT ADM) TO THE 'WRIGHT '10 WINDOW .ND DOOR FRAMES ALLOWS GLASS ROOKS TO NOTE All ;pans cnd capac;ties are Lased on worst
BE FRAMED 4S14G '1191179 4PRISHT '.47) a i4r9)8 'NYTTOM sUPPOZT oR 2.4 2'3* o.2,.. 3034 of Uplift Icoos cue to wind veicc,t.es
573355117 m E 7'M FRONT 4A1,0 3E.AM 140 ,,aalcaTs AS r.HOwN ON 711E CORRESPONDING
7 RAW01C:3 AND 2E1A3E53 - 101272. AJOITIONAL 2'X 23 X 0.04' STUESS SHALL 2E ADUED
..140102 rHE 41141:011 312P1'OW5' RAIL. 9 2 - 0 0 1 6 6
ALL iNFONMAIION AND DETAILS CONTAINED ON THIS DRAWING IS THE
2. 714YL 7.00'..S: :TM 5AMETRIK7URAL LOADING AS SCREEN 019515 APPLIES. LIRE
PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE HEPHODUCED/COPIEI.
SCREEN THE 61805. 8115. 0106 OUT AT 81)50 00119)175 (2f 65 TD 70 MPH,
oN oSED 19 ANY MANNER wITHOUT HIS watrrra PERMISSION. INFORMATI'M
4; - - /S NOI VALID 4 I3H0UT Mr. DENNETT'S SIGNATURE AND EMOOSED SEAL M
A MASTER IILE , TTY BELONGING TO THF PERSON USING A COPY OF THIS
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AS RECOI1DEU IN PLAT BOCK_ PAGES C-.? 2 l ,4 OF THE OUAR'!IT PUBLIC REQQf1O$ OF DUVAL CO., FLA.
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_ 2 , x 2„ , - a n , 1
Kick mate oath sides 1 "W :ones Cu,
1 I " x 2 "x 0
ski 1)1 112''.(2.1! :17" -24" ,� TO
,Overnang varies 2' max. Tc
I .
Slab 3 Ii2" min (see aered) "° teem See Table 4 WJ
a
1:C -E • Aluminum trome at window Cads
sufficient strength to 2 "x2 "x0.04" 1 i 2 x
See chart I USE
a e I ,,, ,, fr m I i $. columns.- -------I ��` y
i H :, 1 t "tit 4eo, 2 ' s 2 " u I 1
i T _ cr m asst `•1oz orghtl
YP1CAL SEC i',CN '5L ;ASS. R' i✓t j � pooh table 1ibrace., i lhght. T AB411
i
1
Vanes no max. (Elev SIOD or on grade.)
�� —Solid roof Structural or pair.
1 iy_r / Al sneetin both sues 0 024'' wall thickness
minimum. !f •erwrea ^c• �^d '"
�" •'" • " ^ s ter.
Typical screened Daho with metal can roof. Typical front
I not regwred if corrtect:ng window girectly to heaaer. All spans are max based on wind load ;205 of SBC 191
`N \
ineow frCminO -
con cnccn airectty / t
to Header �� \3/4" Kick plate U• bead Ground sheeting. 1 ------
2" x extrusion NOTE Self tapping
no. 8x •l /Z "S ?dS 3/4 15" on center. i -\ per Span lablp. hex Head screws
---:-- - 1 1 /2" n•.IO acc_etaDle ott.
I "x 2 extrusion • _ nto ?crew slots
for .',MS /wash.
1 1 ' g• sneer 2
2xiru ; S t 1 1 •J lnyi or Gtass w,naaw nstail der manf7 ctur2 r5 �7ecs. - r ,7Dies
1 1 i� : er span tool..
1 '1 \
i Cc .tractor
i '_ I/ n• I�Ct,15
— �.� nail verify
Iota crews slots
. 1
1 the o nsirUC-
Aluminum 70,51:00 or vinyl on oath sites foam on cf he
1 { f Interior cotianhl � 204 !n4 :near ,ome as ~ —!.tin 3 !-. sonnet?
I �/ _ intone home
j' 4DOVe. Aluminum aneenna w.Gll be .).025" -l with 576-'V,I0 , I,� ce
1 ,1C--: 'NW M or fiber mesh anccnea to
-- M l
`.� - ,R - ( "__`1 I 7C ^,:1 E_T_ CONNECT
E/-i,;(_ r,V D ' P`.l.11 TO - .am NIL IVIC
i
A
1
t
1 i - ^ -
1 , ? WWF
i :..IUmmum atacnment_ ;ancrete r.lab oxo'ICx10
i _" x 2 or x .'A 0r _ M 9 bast _ = a ricer mesh ^.cncrere
1 -a ~ . - �a
_ 3 i /2 Mm
•
i . z _ x I/9' Hale •acn tide r,ftncn to n --,.•
usr end cant acsrr.lnq 1 sc nerv,e. v. __
-+ -. ,aoilen. /moor ):1:11/1P1 Under slogs
'1OTE :in • •xotinq r•+•. u r 4 "<C'Ct when " Structure 400v1
' ^round :rnun t tr scture y rl
:1 - : m - own uatecenr ,Veil camooctea cleon fill over sar
y
--..- ::coo .Here - ' � ' ' -may : atura■ sou
�, 1 Z" '2.3. :vcl,able. .+_
— ) Ooncrere 1,11(.0 block stem wall
� • i l. jhn tl a. 'nln �., - - .I —
w — �'��. :i • 12 " ^- onorete !noting with I r
i-7-7.7--j cant ,,cote un unatsit.woeo natural
,_-.'Ca,l .:ant m with oxri - ! OxIU Ic
...toed win ,:• t,Oor m:s Concrete
•
i I '741.i . '40. 'O():' 9'N:1 OR 1..1: ' 'r56:14
.1._::11:11.71'0 '11D1IRTRY ': T.5NDAMIU:1 1 10! -+'14,
■
'AN '1;:5 .11OM '(PAN .3 ■'HUWN I,W .
110 MPH N. LOAD 7'- 4•
120 11PH X. LOAD 6' 9" 7'- 0"
2.5 "1 12_! 0_016
95 .MPH E. LOAD 8'- 5" 0'- 0"
110 MPH W. LOAD 7'- 8" 7'- 11"
120 MPH W. LOAD 7'- 1' 7'- 4'
2.3'7. 17•2 0.030
95 1PH A. LOAD +1'- 7' 6'- l0"
110 ((041 9. LOAD 7•- 10" 1'_ 1"
120 MPH Y. LOAD 7'- 3" 7'- 6'
4 r5
g 2 "T (P ; H a 2'! . '1_0 32
i.O '1'-
110 MPH W. LOAD 8'- 10' 9'- 1"
120 .MPH x. LOAD 8'_ 2' 8' - 5"
3.0 '7 2'T 1.026
4 3 .PH V. LOAD 11'- J" 11'- 3"
110 MPH V. LOAD 10'- J• Ip._ 3'
:20 MPH '1. LOAD 9'- 5" 9'- 8'
.:. -_ 7 1.:;32
75 `!PH " !. LOAD 12 6 .. 17 ._ 9 '
1 10 'YH 4. LOAD 11'- 5' 11'- 7'
i 120 ;'PH 9. i0A0 10'- 7• 1p•_ 9 •
3.0 "; :2'! 0.036
)3 .•,PH 4. -uAJ 12'- 11" 1J'- 1"
110 MPH V. LOAD 11'- 9" 11'- 11'
120 MPH X. LOAD 10'- 10' 11'- 0"
3.0 "' 12 "! 9.040
95 MPH 7. LOAD 14'- 3" 14•_ 7"
110 MPH W. LOAD 13'- 1" 13'- 3'
120 MPH W. LOAD 12'- 1' 12'- 3'
ROYAL ALUMINUM SUPER-PAN PANELS 3105 -H28 PAT 6 4,918
PAN SIZE ROOM SPAN . "W' A8 SHOWN ON OR
2.3"7 12 "' 0.022 1 O. H. 1' 0. N_
95 MPH W. LOAD 13'- 8" 14'- 0'
110 1PN 9. LOAD 12'- 7" 12'- 10"
120 MPH X. LOAD 11'- 8' 11'- 10'
1_3'2 (2 "T 0.028
95 MPH W. LOAD 15'- 9" 15'- 10'
110 MPH W. LOAD 14'- 4' 14•- 6"
120 MPH W. LOAD 13'- 3' I3'- 4'
3.3 "T 12'T 0.030-
. 95 MPH V. LOAD 16'- 6" 16'- 7'
110 MPH W. LOAD 15'- 0" 15'- 2'
120 MPH X. LOAD 13'- 11' 14•- 0'
7.3"X 12'1 0.036
95 MPH W. LOAD 17'- 9" 17•- 10'
110 MPH 9. LOAD 16'- 6" 16._ 3"
• 120 MPH W. LOAD 14•- 11' 15'- 0'
• TOTAL ROOM WIDTH . "V' FROM TABLE 7 OR 3 . LENGHTS
" TABLE !.a MAX. ROOF PAN SPANS FOR GLASS ROOMS
ALCOINTNUM ALLOY H -38 DR EQUAL YIELD MIN 28,000 P30
PAN OIZE ROOM SPAN . 'W" AS 98064 ON DI
3.0 "1 12 "1 0.026
95 0P44 W. LOAD 13•- 6" 13'- 8"
110 hPH '.v. LOAD 12'- 3" 12'_ 5"
120 MPH W. LOAD 11'- 4" 11'- 3"
95 MPH W. LOAD 15'- 1" 15'- 3"
110 MPH W. LOAD 13'- 9" 13'- 10"
120 .MPH W. LOAD 12'- 8" 12'- 10"
3.0 "X 12 "T 0.036
95 MPH W. LOAD 15'- 6" 15'- 7"
110 MPH W. LOAD 14'- 1" 14'- 1•
120 MPH W. LOAD 12'- 0" 13'-
3.0 "T 12 "T 0.040
93 MPH W. LOAD 17'- 4' 17'- 5"
110 MPH W. LOAD 15'- 9" 15'- 11"
120 MPH W. LOAD 14'- 7' 14'- 9'
TOTAL ROOM WIDTH . "'v" FROM TABLE 2 OR 1 +LENGHTI
•• ;5 CPH v1)!D LOAD 2 20_2 EDS LIVE LOAD REQUIREMENT F1
USE GREATER OF w150 LEAD FOR SELECTION OF LOOR PANE.
CONVENT ZNAL f"1(.J'U E CO S I RUC I CN
TABLE :: 040. ROOF AREA FOR 3LUMI911M POST FOR A NOUS
"111 ALI.GXAULE R00P AREA U39 'AREA" . 3 X (8/2 • U
. 06. 4 0 4 .::: - .1 . .. .4 7' • 12'. 6 744
. 0.d. .. 2' 119: "AR
IMST 7YPE MAX. 11.LOW. 7COF AREA FOR /ARIOU9 TYPE
3 "4 'u..10_ _iCA1.1.:)PF.D• _.3091419 LOADS 1ND 4130 YF.L
POST ''I T -- .'11S5 161 NALXON 4 UP TO (20 MPN W
'JP 70 :1' -10" 4.760 167 S/
3'4 4 7.940' 7014, MRMED "•
: :;P 'O ! " P10,000 170 7/ ____ -
3 - 4 1.4 0.90" TUBE.
z UP TO l0 - 10" :4.581 277 SF -
3 "4_ 0.123' TILT 1060•
OP .0 .1' 1' 49..49 - -- -. 370 SP
4 "4 1.5 0.115" TILT ' ".1"
UP 73 15'- 9" 16.190 499 3F
1
L = -----
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:
-
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-
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r•i"...C.IY.SS 02Lot) 644 •
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. —../71 ----------------7: ..111
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, .
—7'7 RD tN1. e C, .PN a =.– )■..1 \AIL. 1 .... L - , .
•
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-
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• I
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•
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•
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...... I Jc5..= . ....._.
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141
4
1
1
1 i . . , _
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2 )1
1..... 4. , N
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r i
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c s
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+ - 4_
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7
i
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,-
3120 4" 1nd •
Header , Sloe wall header tender wasners cer , , • , 1.1 • .
---_, ----.'"--- wwx2.x0 4 ,0nel across the
4 x" -
. ' i . . .. ,tructural
,,__ w ' toco - d to . '
---- - --....--- "n v., min - ,., 1 no 10x front cod 24 lc insult:71ra alum
" I I/2 srns along the sides. - - root ('0101 it - on)
;•-•*"'- .--';'"'.--
---- 2 0 04 ••$ ri r -------- _ - -7-leaaer attoched
r '.:CrIt ...,4.4.1 .-
1 ''l ,... i c • ' loen
-' P.ocs ottochwd to .
to post with min
....-..., 2s 2 2"-• 3" --- --; " 1 1
1 ll 4
' front post .viin no 10 hniiow see roan 2 no 11)x I t/2" 1
x2' :ms max a ' tome; reciaer "11 i ,t in screw bosses 1
t 111
Post .. , from eacn puriin or
24 .1c. 1 i;: 2x2", 0"x3".
Ctoir i 011 ono A p -..._
?_'.. ,.0110*
: • , Side ..voil cur,,ns 2"1 0. 0 , :t a ---- .
---- - ee noon !notes
---.4. '
, i ----
1ttocnoK7 to i x2 hoi low ,waii —.,. ....... — — 00515
...-- 7
t cn
or ;eh to onnel with 3 ...;--,.1: ________./
. ,--- _ aoen COCK with min — — ''''''1 1 ,
D • ,/:: 01.1S xitn vOnr Front wt.ii puriin --....: „ — — - 2 :." 104 1/2" :rns ,-;uri.ns ottconed
. , . •— --- — — in screw bosses. to pots w,In
s i
leoprene gaseets /If of i • 1 1 1 11
. ,_ min 2 no 10x
5 oan 3 aiuminum header Pest attached to -
• ' Ill .. bottom with m,0 -. . 1 ,},.,..' 1 t/2,n screw
LOT can anchor wt th 3 : :t 2 no 10 x I !•2" in ---_,, 1 17 i
bosses
x 1 'won washers per ..I .! :1
wall screw bosses !II 11
:. i .
1........-4 _-- Front and side bottom .." n1 1"v2"x004
m " 1
b. cam and columns -._0L r ,Ity-_ rails „attached 'to cOnc ocieneacic
cOlumn spacing see --
: • --te-- —.-- — won min 5/16 x bottom rail = - , rtvosonory
5/IS x 2 /
n .1.54 i . • ' . ii ', , 14
1 4 autclt set at 6 from Mosonary auiCk set • . •
, ' . •
er nor. • .. • . . ' each post end 24 at 6 from each -
• o c max oncl walls post and 24" o.c .
- • ;
mai Conc. Dario exist. or , pIoceO a min of 1" max •
. sioo on slob on groae from edge of cunc I ......
elect front wall beam from
use larger "A value of ANCHORING DETAIL
or W12 o h
0 75"x , C19 cover
T / , R,cva nsulotion fil I
t.o 10x 1/2' - i2"cc hex I '
_L.___ - , 1 ---.. head :crews */ coulKing / B=.11,w 1 • I
1 . I _.11 I ! ■ p 1 i il on top / tit- r! ".....
r■11 ' ' f ' I ' ' ''
. . ,
. - ' I' /
. . ' ....,..
1 ,- Aitemate 3 i i i , i . • , , i / ` '
- I •i 1 I
I i
:/4" thru Poll .7 '
il i SIOD on qrode. , ! ,ag bolt 21/ post. . .. :
. , 4 1
i"x2", i i. ,.. , .2 ' i /' l' '1
i ' 11 ii
1 = Aluminum Casting -' 11 Post 3
_1 12"x :••"-.< 7 1•ID - H14 RI PANIE rt ■nse i ,
1 17
VVITH INSULATION AND COVER .
if '1 4
in trCrning I 1
•
i'59 Rev r : •
NOTES Install rigld boar a fm insuiation,nto aluminum roof pan
Cover :nsuionon won 0:9" protector panel won overtaapmg searrts i
I/8"A 2 or 3" roil n
1
formea receiving cn
, .w■wow,„. ,...s\\
anchored to mooile
with 2 no 10x
1-3/4"SMS insulation aianei snot i te c;osea with oiurninum end coc to secure
lost .. not ■on :toce rr en) ono '0 cliscouroae the nesting cf wildlife ond/
or insects 1 1 1 4
if 1 , „...- 1/4" thru boll
. •
‘ won wTS,Mer5 .q.F.........-
........, P;roctector aorei v,,i ce se:urea Dv no :C -! stainless steel —
0'0" . n.I . S urs C
- ' - :Crews •F nenn ,osners . . • 1 1/4 rnCISOnr
i 1
5010 11. cjx .-.; ' • '
anchor oer ost
:•:01t.•rn 12 nn C11 nerTneters and 24 on
. t.f ■--. r
anchored to concrete
cerween lruSS Center 7,eia on eccr. pone! .
---t - butts ot 12- •
••,.:-..,
; , zon • •: n :05 w,11 ■IIr: ottacned wit^. 3 no 3 - , / 2 " zIaIntess 1
;-.. ioxi/2"SmS
ot 750
..................„
L'ieci ail screws : 41th L". ALUMINUM :12Cts/VENTiONAL
,.11y1 ruober cculoISq ?.
CONSTRUCTION PORCH
p03T C0 ;‘1NECT2 — 0 0 1 6 6
E/JsT:NG - , - ,,,, 7,- 7" .".-:. --y/de .:III, •^Ct ioe 4
: -.7. '''.C • "..! -••--7...! - 1v.i,c1:. =,:a.:0 .7! ,AI,I, INFORMATION ,, 14 1) t) ET A I L; CoNTAINEn ON l'11 ['PAINING 11; THE
•r, 7Ir ‹nCoir1 I,Mov,e, !tome Or cOnven- 1 P0PFRTY , 1F :AiNNENGE. ',':. lititierrt• AND mAy 40T 1E REVRODUCF.D/COPTEn.
Itt) :::"Str OP ( :4 ANY IANNEN NITIMIIT ill 9 01111rTEN 1-,11111719 ION. INFORMATION . •
IS NOT vA1.10 w11 Mr. MFMNFT1 9IGNATDFI: AND EMeOSED SEAL ON
1 MISTFP FILE ,, IPY IIFLUNGIW.: 10 IDE PFASON .'SING A COPY OF 71119.
( '
4 1 1
1 ,
t .■.. .1,1., , \ , \ , .1,■• ampos GM.10111
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•
"■1!1_3 "90. ! 111F: 1 '895 :i : I:;I1:1.N . 11.'1.1) '41)!`13 TABLE 4: "A7. - .'9047 ..).L 3F.AM APAN9 �C11LAN 4 (:10:19 100m4
. .1063 7 -n )LL.Y
414A1 • 11.151111'11M 74PII:ITOY "T.INOA1)1:5
':`99413 FT:i '4 NF.:i 1101 -.11+ i. e I'9 COME :1 F.69115 ,TR . • '. 2N 71)601011 11 L ARG1:'R 11F! "9" . W . OVERHANG
op "W'
7..' j; PANEL 412E - ROOM ;PAN . - v" 4H SHOWN I)N '1118015GS • SEAM .112E :IXAMP! FOR "9 "•. 5' • 1'. 6' 9a TO 6' 479711 "A"
", 4• I "7 "N'•T 0_014 :70 O_ II. 1' a_ %1. ' Q_ 9. vt0TH _4: /5 .'PH 1, LOAD Ito MPH W, LOAD 120 MPH 0, LOAD'
7'-10' - 95 MPH v, WAD 9'- elf" I1)'- 0" 16.- 7" 2"x 1 "x0.04_ 7.XT__
110 MPH W. LOAD 8'- 11" 9'- 7" 10'- 7" 5' n'- T• 6'- 0" 5'- 7"
9•. 4'7 120 MPH W. LOAD 8'- 3" 8'- 6" 9'- 2" 61 EIAMPLE: 1. . 6•_- 1) 'f•- 6• 5'- 5
8' - 8" 7 "X 48 "1 0.021 _ - S' 1 4'- N"
iv- 1" __ 4s HP11 w. LUAU 11'- 5" 1l _ 1" 12' -1" 8' ''- 2'• 4 9" 4'_ 5"
110 MPH W. LOAD 10'- 5" 10'- 7" 11'- 1" 9' - 1l" - h'• 4• 1"
7•- n• 120 MPH r (CIAO 9. 9'- 10" 10'- 5" 10• • 3" .4' 1" 7' 11"
8'. 10" 3_7 48 "4 0._032 ____ 2 "c : . 'c0.J5" EXT
8'. 0 3" 95 MPH 8, LOA l',T- 12•_ 6" 1J'- 0"
110 MPH 4. LOAD 11'- 1" 11'- 3" I1'- II" h' 5'- ' 1•. 6•- 5' - 8•'
O. 0 120 MPH v. LOAD 10'- 10- 1l'- 1" - 2" 5'- 7" 5'- 3"
9'- 9" 4 "3 1 1•'7 0.274 _ ___ _ 9 I 5'- 1" - 10"
9'- I' 95 MPH w. LUAU i J" 1,_- . 12'- 10" 7 ' _ 5 ' - 0 "
110 MPH v. LOAD 11'- t" 1l' 11' 10" 10' _ a'_ 0^ 4• 4"
377 120 MPH W. LOAD 10'- 3" 10'- 6" 11'- 0" 2 "1 1 "x_0.J6" - :'XT
-
I '_
0• 0" 4 "X 4 0.072 .4' 6' '1" 6'" 2"
D'- - MPH 3' vS MPH '• 7 .
LUAU '4 -_ - " 1 - ;J •• 14•_
110 MPH z. LOAD 11'- t0" 15' 13' 5" 7. - 7" 6 _ 5. 3 "
3'- 2 120 MPH a. LUAU 11'- 1U" 12•- 0" 12'- n'• �' - ' 5' - 5'- 4"
24. I . Q. ' - :1" 5,_ 5 "
1'- 3" eL ITR CCMP09IT8 PANELS 7105 H -I4 2.p >* EPS CURE DENSITY 10' _ - 3" 5'- 2" 4•- 9"
PANEL .; : - - ':CL'.`1 JPAA ._ i•• - .'.3 7H0'AM ON J7AMlYGS • _ _ _ _
3 ' - 6 " 7 "I 48"X 0,.226 NO O_ N_ I' 0_ H. 7' 0_ H. 5 7'- 9•' 7'- U" 6•- 6"
2'. 5" 95 MPiI M, LOAD •• 15'- 7•' 15 8•' 16•- 1'• 6• 7'- 0" 6'- 5" 5'- 11"
1 '' 7 " 110 MPH W. LOAD 14' 2" 14'- 4" 14'- 4" 7 ' 6'- 6" 5'- 11" 5'- 6'
120 MPH v, LOAD 13'- 1" l3'- 3" 17'- 8" 8 I 5 7" 5' 2"
4'- 11" 7 "X 48 "X 0.032 9' 9'• S'- 7" 4•- 10' '•
3'- 9" 95 MPH W. LOAD l7'- 7" ie.- 1 - - -- t8 - - -5" 10' t•_ S" 5'- 0" 4'- 6"
3' N" 110 MPH W. LOAD 15'- 6" 16'- 6" (6'- 10" 7 "z 2 "x_0_07 "_EXT ____.__
120 MPH W, LOAD 14'- 6" 15'- 3" l.5'- 7" 9•- l0" 9' 0"
898 4 "X 4 8 "X 0.026 6' �'_ p" p'- 3" 7• 7
WINGS • _ _ __ U" ___ _ _ _ 18'- 5" ___ _ 7. d• 4'• 7' 7" 7•- 0"
95 MPH w, LOAD 18'- IB'- I" 9 7•_ 9•' 7•- 1' 6'- 5"
0, Hy 110 MPH 9. LOAD 16'- 5" 16'- 6" 16'- 10" q• _ 4 6 B" 6'- 5"
1�- 5" 7• 120 MPH W. LOAD IS•- 2" 15'- 3" 15'- 3"
3.- 3' 10' 7•- 0" 6•_ q^ 5•_ 11"
2 4• "X 48 "% 0_037 _ __ _�__ 2 "x 7 x_0.05 "_TILT_OEAM
1"
95 MPH W. LOAD 19'- 11" 20'- 20'- 4" 5"
.- 9•_ 3^ 8'- S" 7'- 10 "
6•- 3• 110 MPH W. LOAD 18'- 2" (8'- 3" 18'- 5" 6' 8'- 5" 7'- 8' 7'- 1"
1'- l0' 120 MPH W. LOAD 16'- 9" 16'- 11" 17'- 3" 7' 7' 10" 7' 1" 6'- 7"
3'. 10 . 6_X AB "I 0.026 -- -- 8 ' 7 '_ 3., 6' 8" 6.- 2•
95 MPH W. LOAD -- 22'- I" 22'- 2" 22'- 6" 9' 6' 10" 6' 7" 5• t0"
6'- 11' 110 MPH W. LOAD 20'- 1" 20'- 3" 20'- 6" 10'. 6'- 6" 5'- 11" 5•- 6'
S'- 6" 120 MPH W. LOAD 18'- 7" 18'- 8" 19'- 0" 2 "1 4'•x_0, _TILT BEAM_ _
4'_ 3' 6_X 48"I 0_032 ___ _ 5' 11'- 1" 10' 3" 9•- 6"
95 MPH M. LOAD 24' 6" 24'- 7" 24'- 10" 6' 10'- 3" 9'- 15" 8'- 8"
S•_ 2' 110 MPH W. LOAD 22'- 4" 22'- 5" 22'- 8" 7' 9' 6" 6'_ 8" 8'- 0"
6.- 7" 120 MPH W. LOAD 20'- 17" 20'- 6" 21'- 6" 8• 8'- 11" 8•- I" 7'- 6"
3._ 3" 1 ' 8 ' - 5'. 7'- 8 . 7'_ I"
• TOTAL ROOM WIDTH . "v" FROM TABLE 3 OR 3 4•LSNGHTS OF OYEAHANGS 10' 8' 0" 7' 3'
DI p il, •• 95 MPH WIND LOAD EXCEEDS LIVE. LOAD REQUIREMENT FOR WALK ON ROOF
U5E GREATER OF WIND LOAD FOR SELECTION OF ROOF PANEL. • 120 MPH WIND LOAD EXCEEDS LIVE LOAD REQUIREMENT FOR MACRON ROOF
USE THIS COLUMN FOR SELECTION OF BEAM FOR WALK ON ROOF_
1WTNG3 • TABLE 3: MAXIMUM HEIGHTS FOR SCREEN OR GLASS ROOM UPRIGHTS
ALUMINUM 6063 7-6 ALLOYS
4'- t'
11" USING SCREEN PANEL WIDTH '1' FROM URAWING SELECT SPAN 'H" SHOWN ON DRAWING
2'- 0" MAIJMUM SPAY "H'
61D11 'W' " 36' 42" 48" 54' 60" 66' 72' 78'
3' - 7" EXTRUSIONS
4'- 4" 1'z 2'x 0.04" 6' - 10• 6' - 4' 5' - 11" 5' - 6• 5' - 4" 5'- 1" 4' -10" 4'- 7'
3'. 4"
1'z 2'z 0.06 "' 8'- 3' 7•- 7' 7 1" 6'- 9' 6' 4" 6'- 1' 5' -10' 5' - 7'
6' 0"
4' - 8" 2'z 2"x 0.04' 9'- 2" 8•- 6' 7•_11• 7'- 6" 7'- 1' 6'- 9
3'. 7"
2 "z 2 "x 0.05' 10'- 2• 9'- 5• 8' -l0" 8'- 2" 7' -11" 7'- 6' 7'- 7" 6' -11'
7' 9"
6' - 7" 2x 7 "z 0.06' 11' l' 10' 7' 9'- T 9'- t' 8'- T' 8'- 2" 7' -10' 7'- 6'
.5' 1'
3 "x 2 'x 0.05' 10'- 8" 9' -11' 9'- 3' 8•- 9' 8'- 3" 7• -11' 7'- 6' 7'- 7'
0_p OVERHANGS
I WALK GN :i009. 2'x 7 "f 0,05' 12' -10' 11' -11' 11'- 1' 10'- 6 9 -11' 9'- 6" 9'- 1" 8'- 9'
2'x 7'x 0.07' 17' 8• 12' 8' 11• - 10" I1' 2' 10' 6' 10' 1" 9' 8' 9' 3"
• DENOTES THE MAXIMI'71 SPAN 711E EXTRUSION WILL SPAN WITH OUT ANCHORS. I RECOMMEND WALL j
ANCHORS 40 LESS THAN 2' 0.0. AND ANCHORS INTO CONCRETE DECK WITHIN 6' EACH SIDE OF
UPRIGHTS AND AT 2' 0.C. MINIMUM.
i
NOTES: 1. GLASS ROOMS: 751E ADDITION OF THE ALLMINUM WINDOW FRAME AND THE STRUCTURAL
SUPPORT ADDED TO 7112 UPRIGHT BY v18008 AND ODOR FRAMES ALLOWS GLASS ROOMS 79 NOTE All 59005 and Capacities are based an worst
OE FRAMED 1.::146. 916(72'1 ' 19610HT .4140 01400w WITCH ::IIPPORT :R 2 "X 7 "1 0.04' case of upnft 19095 Cue t0 weld velCC111eE
F3^1,SICN FOR 77 FRONT WALL 3EAN AND UPRIGHTS AS :Holm ON '5710 CORRESPONDING
36061462 10 v1 AND 100009 `48113. 600111CNAL 2 "X X 0.04' 5'1183 SHAM 0E ADDED 9 2 0 0 1 6 8 •
UNDER :7 N078 2199367 RAIL. }h'1 `/�1 4
•
2. VINYL 7onMS: 7'HE SAME TITILMITAL !LADING. .4S SCREEN ROOMS APPLIES. LIKE ALL !'IFUIUTA f1UN AND DETAILS CONTAINED ON THIS DRAWING IS THE
.".CREW THE VINYL WILL BLOW OUT AT WIND VELOCITY OF 65 TO 70 KOHL PROPERTY OF LAwNENCE E. BENNETf AND MAY NOT HE REPRODUCED /COP :E1.
oft 09F.0 IN ANY MANNER WITHOUT HIS wRITTF.N PERMISSION. INFORMATIIN l
• 13 N)10 /0111) wITI Mr. BENNETT'S 41CNATURE AND EM009F,D SEA1. 00, 1
A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS
i
1
[ L . I V FENC E �.1� r " 1 1 � # \'1 j1 1
/ .
C. B E 7 J I E
'O3T 14 F
:177 L060S
'° L°- "° Ci`✓IL ENGINEER & DEVELOPMENT CONSULTANT
_ PC' Box 4368 South Daytona , Fl. 32121-43S6 /t A / //J .
1
• Phone no ( `904') 253
E
i - , . ,
1
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC UEACU, FLORIDA 3a233
APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER
IMPORTANT -- Applicant to complete all items in sections I, II. III, and IV.
/ -4/� _ 6 %
LOCATION Sheet Address: -
OF Intersecting Streets R•■••• And
wILOING 5 —
Srb•divisiOn
II. IDENTIFICATION — To be completed by all applicants
In eonsideretion of permit gi.en (or doing Ih• wort as described in the abr statement we hereby agree to re•rc•m sa.d wo . 1 --�e :e
.th /he Wicked plans and specifications which ,are • pert hereof and in ac cordance w.tn ts,e C of Jackson..4'e ord.^aece, a .
of good prechce listed therein.
Next.* of Mecheeicel Contractors
Cen$r•cter (Print) es: pi/4,C Master
New e(
Preprfy Owner _ e•
Sige•ture el Owner S;gnatrre of
es Authorized Agent ' / Architect or Engineer
111. GENERAL INFORMATION
A • Type-of beefing feel: B.
15 OTHER CONSTRUCTION BEING OONE ON
Q &Writ THIS BUILDING OR SITE 1
O Geo -- ❑ LP ❑ Nabors! ❑ Central Utility
IF YES, GIVE NUMBER OF CONSTRUCTION
O Oi PERMIT
•
❑ Spec*
— Spec
)V. NSCHANICAL EQUIPMENT TO II INSTALLED NATURE OF WORK
(Pravda complete Sst of compe.ents em beck of Skis form) Residential or I) Commercial
O Host ❑ Specs ❑ Recessed 0 Central 0 Flow (.4 - '"New Building
❑
AkC.omlitionktip ❑ Risen ❑ Central L-) Existing Building
❑
NO, Syshw; bteteriet Tfiick•••• ❑ Replacement of existing system
M.sirswws ap.e(fy am. ❑ New Installation (No system previously installed)
❑ Rekigewtie. ❑ Extension or edd•on to existing sy em
❑ Coolie, town Cepeci�r 1 Other — Specify - --
❑ Fare sprinklers: Number of heeds __ -- __ _ —_ _
❑ Berea ❑ Msmlih ❑ Escalator (iwmber)
Q 6.eoS.e pimK THIS SPACE FOR OFFICE USE ONLY
(rwmb.r) (Received)
❑ Ted Inumber)
Remarks
❑ LPC c*.$ i .I. _(numbed
O U.rirad peeawe ..tees
a
❑ Milwe Date
O Other — Specify
Liss""!' ALL SQUJP► {
! AJ>R CONDIflO ►•
Mae
• Ins , . H.
'. ` • A •
,•,r•• °PLICATION
MECHANICAL PERMIT
CITY OF NEPTUNE BEACH; FLORIDA
.. -PERMIT NO.' :,
•
•
DATE 1/ �5 --cia .
' • Location: / ;43 Lin ks Jc br i v
Legal: Lot No.,7' Blo ckSub- Division , f.filleC L /nieS /c/
•
' Owner: L-
Mechanical , Finn : HOLMES . LUMBER COMPANY Li c . N o . FP
•
Master Name and No.: 2394
•
• Journeyman Name and No.:
Builder or Contractor: Permit No. . •
RES . X APT • COMM.PUBLIC NEW X OLD
• Rte'. .ADDITION 7< REPAIR
• A/C RESIDENTIAL - NUMBER TONNAGE COST
•.• A/C COMMERCIAL - NUMBER TONNAGE COST
HEAT PUMP .. - NUMBER TONNAGE COST
• WATER SOFTNER a�� UMBER COST
t ,
• s
' BOILERS •• ,BTU • • COST '
. COMMERCIAL REFRIGERATION COST _ .
'•• PREFAB FIRE
LACE P LACE 1 .
MASONARY • . COST •
DUCT WORK COST •
.HEAT STRIPS - NUMBER BTII ICW COST
AIR HANDLER - NUMBER COST
OTHER: .. .
COST '
�:3�, ;. :: ,: • ; ISSUE FEE $ 10.00 •
i ,� TOTAL FEE
TO CHIEF MECHANICAL INSPECTOR: IMPORTANT NOTICE: IN
CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS
DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID
WORX IN ACCORDANCE WITH THE ATTACHED PLANS AND
SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE
WITH THE MECHANICAL REGULATIONS, CODES AND CITY OF NEPTUNE
BEACH ORDINANCES
E x o c 1 :9 � .i
• ��o Z�
_.-
5949
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
` PERKIT INiFORMATON ..__ - - LOCATION INFORMATION: -
Pearmit Number : 5949 Address: 1243 LINKSIDE DRIVE
Permit Type: MECHANICAL A TLANTIC • BEACH FLORIDA 3223
Cl ma of Work: NEW _ -__ - LEGAL DESCRIPTION - - --
Condtr. Type: WOOD FRAI'IE
Lcat ;_ W Block: 3eatic:n
Pr pts e Use: SINGLE FAMILY ?oitn chip: RNG: O
DwellinGgt: 1 Code: 0 Subdivimion: SELVA LINKSIDE
Eetimtated Value: $0.00
Imparov. Cost: *0.00
: Total F` e,a: $47.00
r *47 00
p
,: Dmt . 0I > 541 92
l i
x
Wo:irk I : "0, . ' Y YNTRAL HEAT AND AIR IN NEW RESIDENCE
:: - - .- - - ... � APPLICATION PEES
_� K ,: ' P ERMIT . *47.00
i .: A . r IL?E DRI VE WA IM FEE ,, *0.
� � Add ``+�"� z " LMPA� FEE � ,� � ISCt., Q� ..
I CTS, FL. 0RID.1 3 SE ,�
Ph a � �e �, RADIAN GASH. R. S. $0.00
a
.. —. —
.. ' � , � El °�, NFORMA �tN — — RADON GAS - 5% � 00
tse: Ali Vt � Ki ` AT E, AI WATER TAP O 00
' N *0.00
p E i r wh° .. e _ ... >.
Adda eat- ,, - 51' 'B �
-UAii floA N.e` SEWER TAP
JACK' , '" L ILLE,, FL 32257 HYDRAULIC SHARE *0.00
,ACA t T ype „, 0 RE- INSPECT FEE ,a Q 00
SEC. H IMPACT FEE ; *0.00
{ 80 ea
NOTES:
1
NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILDING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE
r CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
” "FAILURE , TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAVING TWICE FOR BUILDING IMPROVEMENTS."
WLIDATIItI T : 1 4145 / 92
02:24 PMT
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ i4 • �a REVOCATIt'i Is47.
7.160 R
� : ,
� . .,
VIOLATION OFAPPLICABLE PROVISIONS OF LAW. ►�i
r
ATLANTIC BEACH BUILDING DEPARTMENT
,,,, / -,,,,
4
-, - •
4,, I 1 11111.4. ■ ■ t t... , ,r...•.•
• I • ••••
. I
, ,':.., .'1.!., :* a' . ■
. . /
BUILDING AND ZONINOIINSPECTION DIVISION
. . . giTY OF ATIAN .13EACH .
.. . .. ATLANTIC lig■tclitAVAIDA 3 4 1 4 3 t 59 4 9
- APPLICATION FOIV'MWHANICAL PERMIT
.. ' ' ' '''" ' ' • , .' '
IMPORTANT 4--• Applicant to copIt.Il itoms in sections I, If, HI, and IV:
.,.Vt'' 1.24J L i nks i de ' Divi've ' .‘• 4"'' ' * ,
LocATIoN tTles, Asstaitt, ,
. . . , . Linkside Drive
SUILDI
ole Road. - • . • And
1Aitt s•stf a s Itt•4141 sow..4 Semi n tromayammar.....T.■••■■•••••■••■••■•••■•.waNal....oftwaneramoft•
. . ,
NG ' .
+ . ''' t' * 44; :l . ., ' '' I 1 • V a •••••■......e.on
1 b 41111 A Lot 78 1 .—--7------ e_va L 1 nkS 1 ,..... ,., „ .,_________ _____ _____
• —.........
• ,4.
1r IDENTIFICATION . To be completed by'all opplitonts ,• . .
•■•■■■■■•••••■•■••■••■•
we
,, j g y A L.r Li_ , • s . IY • ■ •
. " i 1104 Of pi fljt divite for dein° the work es in mor *pees Itelement litttor agree to edsom said 10'04 1, s..s e
•se s
CO$1 Ote - r 1 - - . • k I tin cordons, with the City of J k
Wifil stlocksd 001144 Specincelionl which VS 4 pett esee AR .6C -ae..tonvIl's old■APIes 440 14•31•Cli •
of geed plactice litte.d therein. ....
Notatt'el Meattlalcs1 v'' .. . - 14 , Cannot:tor* • . .
golkosifflpfbit),, , • -i. arrak. r.i n • 1-i ea ti n • : i •-F. ' • 444111 • • - CACA - .23
•0111/amodi.•■••■•■••■■•••••••■••■••••■■•••••
Namii411"'" -.., , , - .r..
PloPIIIII'O`Olfr ' .1 - nlii ' 4 • Agt!.1 08•■■•■•■•••■■•
,Slitihif. el Qii let ■ ' , , ''',:,:,' . * ..' ■• ■:,'4 ' Signaler* of
.w Asiketitid Agent • ' '... • ,;* A141111.41 or Engineer
. .
111';',111ENERA . LINFORMATION '
• :
.,• - • ..• ' - 11.4.:
A '''' Type 01 1411114 faiti 4,., * /5
, /' ' II OTHER CONSTRUCTION ICING DONE ON
• ,';' ,THIS BUILDING OR SITE T Yes
l ..., m ij ki . 1 n e.. .. 1 u
•
''''''''''944A-'79•:':Ii't';-.4--81. ''''' -----e. - IF TES, GIVE NUMBER Of CONSTRUCTION
• , . ttc, i r ,': , k,' „ : ,..." . .• ,., PERMIT ,, ,. 5858
.. •
, ,..
Noilibl•WiehOP■1111•1■11111111111•10.
.... , • . , . .
IV'''tieW14■44'19111PHIINT TO U INFrAL120 ...',"` ' '' . 4. :: . ' , NATURE OF woRK
' ' Imirkt, mops* iist of coogipowhh on bed of Ma tom) . ' '' .:,'''' s°, al Rooldorttlor or f 1 comme(cial ,
, .
, , ,
10
it
0 a ..* 0 it$44$44 4 CORINli : 0 ROW - ",' ; CA ' NSW RIIII0Ing
- 4 • , ' ..'. 0 Existing Building
. . '01 ` Ott4141anktotv, C!, Aeon ' 8 Coat& *.::1::: s. ';'.;,, ,
, fr
,-,',", ‘ . i.' 0 Replacement ot existing system
-'-' , 0' Otid .SysfoeseSielorio Tiligimeswwwkawwwworon -: t•*..' ' .
• 'f •'..,11). t .e ',- O., i --.04*- 1 einn nsa
, , ,' a . : ' '‘ . (10 Hew Itllation (No syetem previously Dwelled)
v . ...`AL ,, ' , ' ':. • i• ..... t c.L1__.. •.-. ,.. fillli'A., ' ' . .-:
*i.
., „ ' ,. Ait,''''4* . ' !?. ' Q Extension Of add .on to existing system • • • '.. . : '', ::: .. tj Other — Stioolty _
, 11; • 19.00•11'igglittipailfy .
4 .c. ,-,;,71 '..; :4; ..- ..' ,- . 4 .*° ' • '
. • 06u:tv;. tiou 01 hofL:........,:.................. -...... ,,,.. ... . _ __ _--..—...„---.
t,w,. ,4 •, . ..',..„:,7pv''.
gt.:: cr mmot : 0 .• isegoeri----- ,1, ..' THIS VAC & POR OFfICI US/ ONLY
:1 , i:Na n t:,: 1 , '' ` . : . . •
. ' " '''',‘,..,•;,,-, ,. . ',.'''',:,,.." ''' •
\ .","=',, '.'• , '... ,-,:e„,. ,.,.., 114111441f:41 ett.temout................................-................................................... '
•
• ..., . 1. it t
• '''4' '
. ,
tr•V
■ 7
• \
e 7/4 ,,,i'' / -, /hi / /- ice cJg
CITY OF ATLANTIC BEACH, FLORIDA
A
. t
APPLICATION FOR ELECTRICAL =RIRMIT
•
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_,__1 - 2
IMPORTANT NOTICE: ' 19"` ".2_
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
4,I ''&70 E? - * C ■ ∎ 4.kA A ' r v
' ' •�- I F � // ;$.1 NSosa
ELECTRICAL FIRM: • , ER ELECTRICIAN SIGNATURE
�` '
NAME.. �!� ! � � -y /n� JOURNEYMAN ® AADDRESS:�Ziej '''A Q/C ,Gl, RFD
BOX „_,_,_„_
BLDG. SIZE
/ BETWEEN:
RES. ii APT. ( 1 COMM. ( ) PUBLIC,( ) INDUS. ( ) NEW (I.K OLD
1 1 REW. ( 1
ADDITION 1 ) TRAILER ( 1 TEMP. ( ) SIGNS ( )
SO. FT.
SERVICE: NEW 1"1 INCREASE ( 1 REPAIR 1 1 FEE
CONDUCTOR SIZE - AMPS 452) COPPER ( ALUM. (14
SWITCH OR BREAKER 1.5/) AMPS / PH 3 W 7 AI,T RACEWAY
EXIST. SERV. SIZE AMPS PH _. W VOLT RACEWAY
FEEDERS NO. SIZE I NO. SIZE 1 NO. _ SIZE
•
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED ,OPEN TOTAL
l O SWITCHES 040 AMPS. 1 01.100 AMPS. l
INCANDESCENT
FLUORESCENT & M. V.
FIXED 1 0.100 AMPS. I OVEN 1
APPLIANCES I BELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP. MOTOR OTHER MOTORS I AMPS 10EIL HEAT:I KW-HEAT
0.1 (
MOTORS H.P. 1 VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS
'MISCELLANEOUS
a
DEPATMENT OF BUILDING
CITY OF ATLANTIC BEACH
�» PERNTT INF`t I NA O I , -- ---,-:- _ -- .CAT INFORNATTON __
er it t umber: Address: 1243 LIN>;NSI DRIVE
Tier ,t `YPe :. pLUN I ATLANTIC BEACH, FLORIDA 32233
C..aea of Work: NEW __w...: LEGAL DESC% RIPTIQN
Con t.r. Wore: WOOD PRANE L �' B lock x Section
Prc►pca: a c3' LI: :
SINS-
.FANIL.Y Tawn h ip: R NG: a
Dw ellings* 1 Code : O Subdivision: SELV LINK SIAE
D e mate € - value : ` *0. # a
�eprovr. Coat :. *0.00
Tot.eal, : �a a •
Amain 2 � ', , *7 .5a
, �� �'� : NEW SItG;,LE FAMILY RESIDENCE
m
. __ `° „ ~ NA'I~Ia N -rr *- « m ay. „,,,44,,,,,,,,,.,,,, r- APP'L T F.EN F'EESyY�
9 i' 6 A }) 'k *JII i+4.i � 3 ''' ' ' PERMIT *7a.
d
Add .. b 4 �� , � S IDE . DRIVE WA 'D'ER IMPACT FEE a as
, T f - ' , ` ttoR /a � 9 FA - F"E Sat act
M
'41a,,,,. < ,�,� �� n, RA GA � R. 5. no 00�
s . T N OR1AT ON - - RADON G - �� *0.00
N m : " ° R PLUN8I. ` WATER TAP t7. tla
a• u�...., *a.
A�ta������.� . � . ,� _ SEWE - � °-
CK > :' I `, . FLA. 32210 HYDRAULIC 'SHARE Eta. as
Lice .. Q 2 C 0a z : Type: 4 R FEFEE '' ,,rya. !'
s ►t . 00
Latex t : L.ETtiER, gym «.«
':, . : NOTES: • N O110E , AL CONCRE AND FOOTINGS MUST BE INSPECTED BEFORE POURING
P ERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
F
BUILDING MATERIAL, RUBBISH ANb DEBRIS F'
ROM THIS WORK• MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE
CLEARED UP AND MAUL AWAY BY EITHER CONTRACTOR OR OWNER.
FAILURE TE3;CO PLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE.PROPER Y C ►WNER PAVING TWICE FOR B UILDING IMPI OVEMEN� : '
' I S S UED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ= � ,,� REVOCATI R
I VI OL 11 T ON OF•Ai>pl �E PROVIStQ1 OF' LAW. b
` ATLANTIC BEACH BUIL DEP
By" a *
575
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
ZO/Yi
JOB LOCATION :12/i___thl
PLUMBING CONTRACTOR: '.297)
LICENSE NUMBERS: g
OWNER:
•
BUILDING CONTRACTOR: /
TYPE OF BUILDING: l, ai
___ SINKS __ SHOWERS
%.5 LAVATORY WATER HEATERS
BATH TUBS
/ DISHWASHERS
URINALS / DISPOSALS
j CLOSETS / WASHING MACHINE
FLOOR DRAINS OTHER
TOTAL FIXTURE COUNT
INSTALLATION OF PLUMBING AND FIXTURES•MUST BE IN ACCORDANCE WITH THE MOST
RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING
s 5858
EPARTMENT OF BUIL.DINCG
I CITY OF ATLANTIC BEACH
i
PEEMI' ' II FORMATION - LOCATION INFORMATION - - --- -
Poerait Numbers 5858 Addreoa: 1243 LINKSIDE DRIVE
Permit Types : BOILDIAiG ATLANTIC BEACH, FLORIDA 32233 , a
Cissnog of Work :. NEW - - - - ---- -- LEGAL DESCRIPTXOH - _ -. - - -_-
Constr. tr. TY s WO9D `FRAME Lots 78 Block I Section s
Pro se I SI °. ,- FANILY Township: RNB; 0
D whinge • s 1 C .�'
w r Subdivritoion I SELVA LINKSIDE
E threat++ Value ., ,, 78.
I* prow. Coat I *43. co
Total F , , *23 01.19
Ainou : .:xp,, ,
xn *2301.19
Dat :'.$ ° , 9/ ,8/9'2 / It
Woes ` 1 . ,,. f . , ` EW SINOLE F'AMILY RESIDENCE PER PLANS HSF 1516
tee::
: ,, .ATION l ' ry c 43,
i� ', :� - - -- APPLICATION FEES -- - --
N� ' a : ti .� :: -. , , , ,, � PERNIT *639.00
Add Ilss r x * , ' - i INT DRIVE SOUTH MIATER IMPACT FEE „,, $530.00
FLO ILI 3 " � E 4 M AC''' FE
r E �
gay ' , A @ ' y, � / ' 035► 00.
, .}
pie .' a J . alb `,,, § R 1, ..: t ut I ' ( ,. it w ' ' 7 '„ ®' ' ' ,.4 i, ` ;r
� R,AD 3N .SAS -H..R. S. *11.58 � �
_...., -.,. R O ,, FORMATII;IN - ,, RADON i AS .- 5% $0.61
s
Nae s ' =' NT - EA ' ''' - ' r E TA" E ,. WATER TAP $0.00
AIdx
TE NT -. a �,w SEWER' TAP .w. „ *0.00
JACK . ,„ CLE ft 32216 HYDRAULIC SHARE EC. 00
Lim', C s. -4 Types 54 RE - INSPECT FEE w.�,ap.00
SEC. N IMPACT FEE 41 *O 0O
° ," fi r + „ .w �,„.„ " ON� ... „ a, y , �, v e , � q
ti
NOTES:
r 'r
NOTICE -ALL CONCRETE FORMS Atli) FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ,
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PU AND MUST 8E
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER.
'' @la '
lik
‘‘FAILURE TO COMPLY WITH THE MECHANICS .... SILT IN
THE PROPERTY OWNER PAYING TWICE FOR B LDI IMP Q VEMENTS.
, , ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERT , . 0 U13J1fIVALTO REV* . R ' ' ;
VIOLATION OF APPLICABLE.PROVISIONS OF LAW. T 'f Etf:79
m,e
ii RIFT MA: > ,
ATLANTIC BEACH BUILDING'DEPARTMEI .
Address igz-7:5 „1./k)(,CS 106 --i(--- __
Heated Square Footage /S76 @ $ SL 0 0 per sq ft = $ 80, .S±a_______
cGaragethed @ $ / r C 0 per sq ft = $
Carpogn2f a9 / 6 @$ ( 7_ 0. 0 per sq ft = $__________„2_1_,2,_
Deck @ $ --- per sq ft = $
Patio 7 Ci @ $ 1 7 , 60 per sq ft = $ 3 ;JD
TOTAL VALUATION: $ t.35,578
Total Valuation 1st $ 3C Ce>
3g 2, 7g /6 $ / c7
, c - a-
Remainder Valuation $4/. per thousand or
portion thereof
Total Building Fee $ 1
ADDMONAL PERMITS and/or FEES REQUIRED + k Filing Fee $
Mechanical (/ 1, Fireplaces @ 15.00 $ /5
Plumbing L4, BUTT DING PERMIT FEE $ 659 c77)
Electric/New
Electric/Temp .,
Septic Tank BUILDING PERMIT $
Well
WATER METER CHARGE $ SC(D Svinming Pool _
SEWER IMPACT FEE $ /6:3 3 6
Sign WATER IMPACT FEE $ S3 0.
Water Connection MISCELLANEOUS $
Sewer Connection t/QA 0 0 pi? 0 $ //es
Water Meter / $ , &/
Elevation Certificate ‘,//
GRAND TOTAL DUE $
CALCULATIONS and/or NOTES
MISTY DE CITY OF
•
e° s
Wa e e ecad - 7(a ; c'da
..ot • Zr Block 1 Section I y it 716 OCEAN BMA EvARU
"' P.O. RUX ZS
,/ 1 i.e..,.,,, . R , , „ BEA
. ' ATLANTIC C it, FLnRIDA 22231
iubdivisions__ ___ ____ _ r 4"
Btr,�et N --- / �.1L5� _ __ _ _ € �s + sid iU 3 DESCRIPTION OF MORK
•( __ D
sr Address: __ •
If in a FLOOD HAZARD
7 . 'load Zones erns complete page 3. Brief
• Descriptions "" I / - ii(A.)14.
•
Clasen -Of Mork: i
t Nev /Reodel /Addition, '
:MING INFORMATION ���/rr,,�9�
• Cope r of
• / ^�`'�` &
Constructions
zoning / � Prop osed
�istrict 3 _,ZZ/ ✓ Uses_ ____ �__ / f�
� 7`�' ..G.� Estimated Value •___ �( � ____
:xceptione or Materialss_ t:r`=! _erCth
ariances Oranteds •
_
Solid or ,/ • '
Filled
Grounds 1.01_, /__Root: _
OWNER INFORMATION •
M i ��p
/ ethod of Heatings
Property Ovners__ __ / _ or Phone s„Q��l1 ,_ � �
Moiling z - / y � 'I .. -
Addreee -- -- • 1. _ .22 .._ -- //
�, - 21ps • �� 6
CONTRACTOR INFORMATION
/
Contractors _ Phone:
• Mailing
Addr.pa s •
Zips
1 ?.� 3.?4 -6 -- / Expiration /
License Numbers__ ��(/ l 'z Dates �C
I HERESY CERTIFY TWAT I MAT( READ AND CHAMINEO THIS APPLICATION AND KNOW TIC SAKE TO et TWA
AND CORRECT. ALL PROVISIONS OF THE LAWN AND ORDIMANCCS GOVERNING THIS TVPC OF WORY. _1!L et
? COMPLICD WITH, WNCTNER SPECIFIED NEREIM OR NOT. Tilt GRANTING OF A PERMIT DOES NOT ? L., t To
r GIVE AUTHORITY TO VIOLATt ON CANCEL TNC PROV :9IOMS OF ANT FEDCRAL, STATC OR LOCAL. F.�L.t :.
l x REGULATIONS, ORDINANCES, ON LAWS IN ANY MANNER, INCLUDING TUC OOVERNINO OF CONSTRUCTION OR ''t
.ems , 7' ; PERFORMANCE OF CONSTRUCTION OF TMC PROJECT. I UNDERSTAND THAT TN( ISSUANCC OF THIS PERMIT I:
'1 ..•
'i• y CONTINGENT UPON Tilt *NOV* IMFORMATIGM SEIKO TRUE AND CORRECT AND THAT TMC /LAMS AND Su► ►ORt1NG
> >. }!, � S fJ • • , DATA MAYS MX OR SMALL SE FROVIDZD AS EOUIRED.
:;.� .s
.4 O wner Si __ 4 Date 06;4
r . I,. J
1 N ! ; =''. Contractor Signature___ _ •� Dstr! l�
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6) / 2-
WATER CLOSET
WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
J BATHTUB/SHOWER (2) URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) el FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) ' LAUNDRY TRAY (2)
2- (1) - COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) 3 POT, SCULLERY SINK (4)
DISHWASHER (2) WASH SINK EACH SET OF
FAUCETS (2)
KITCHEN SINK (2) DENTAL LAVATORY (1)
KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET (3) URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2)
BLOWOUT (2)
LAVATORY, BARBER /BEAUTY ( ICE MAKER (1/2) -
SHOP (2)
SURGEONS SINK (3) LAVATORY, SURGEONS (2)
JACUZZI (2) OURINAL STALL, WASHOUT (4)
f CC � �1,
TOTAL FIXTURE UNITS 26 @ $ 20.00 EACH $ \ma ` �-` '`%
JOB INFORMATION i /9: 2 (3 //(/(/c f
fotice of ltommencement
t IM QJ .ICATCI
To whom it may concern:
The unrlcrsigncd hereby iuforms you that improvements will be made to certain real property, and in
accordance with section 713.13 o' he Florida St ^lutes, the following information is stated in this NOTICE
OF COMMENCEMENT. ! �� , 1 L,+ E l!
• ,,/ f / - i c } (
Description of property ____
/A? . t "Lilt. " —• L `� -
ACCORDING TO PLAT THEREOF RECORDED IEFLAT_,ROLIK, PAGES
OF THE CURRENT PUBLIC RECORDS OF DUVAL C..QUNLTY,__EL0R.JDA.r
Construction of Single Family Residence with Garage
General description of improvements / •y!�'"`
on Concrete Slab �",!7 'jy 725.
1�C �f'
Ov. ncr CENT L- RF.AL- ESTATE - C0RPORATI0N
Address 5730 BOWDEN ROAD SUITE 201 JACKSQIyVILL£.,_F1.._32216
Owner's interest in site of the improvement
Fee S imple
Fcc Simple Title holder (i1 other than owner)
Name
Address _ •
Same as Owner
Contractor
Address
Surety (if any)
Amount of bond $
Address
Name and address of any person making a loan for the construction of the improvements.
Hume
•
Address
Maine of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents
may be served:
Richard Schwalbe ROGERS TOWERS BAIVEY_,1QNLS_AND_GAY
Name
Address 1300 Gulf Life Drive JackWAYI~lle.,._FlaxisA__
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as
provided in Section 713.06 (21 (b), Florida Statutes. (Fill in at Owners option).
Name
Address
THIS SPACE /OR RECOROCR•t VSE ONLY j
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AS RECOR ED IN PLAT BOCK 4 PAGES Zi OM OF THE CURRENT PUBLIC RECORDS OF DUVAL CO.. FLA.
FOR: CeA/ri'it A• eiso"
' NOTE, BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONEC PLAT.
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MAP SHOWING BOUNDARY^ SURVEY OF
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AS RECORDED IN PLAT BOCK 4141 . PAGES Zlielf,A OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
FOR: CeA/rex NoM .fS Co/a'
NOTE: BEARIP:GS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONEC PLAT.
,o d4 ®t 3J (-rAav In t"ow.✓sav p. Z .tea , ,d g,vas 2. L,4sr
I I AI $3•41'/a •
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•
FL.00DPLAIK DEVELOPMENT INFORMATION
•
Type of Developments "Vd
Flood Zones _- ....._ - -..
d
Required Lowest Floor Elevation s -_ .._. 1.,..
If building is located within a flood hazard zone, • survey must
be wade AFTER THE BLAB HAE SEEN POURED, certifying that the
LOWEST FLOOR ELEVATIOM is equal to or above the base flood
elevation established for that zone.
No final inspection will be *wade and no certificate of occupancy
will be issued until the survey is on file with the Building
Department. •
COMMENTSs
•
Applicant Acknowledgements I understand that the issuance of
this permit is contingent upon the. above information being
correct and that the plans and supporting data have been or shall
be provided as required. I agree to comply with all applicable
provisions of Ordinance No. 23 -7 -11 and all other laws or
,;•� ordinances affecting the proposed development.
Date__ 02'_Applicant s Sign
store - --
•
r .
Department Use
Required Lowest Floor Elevation
As Built Lowest Floor Elevation
Survey Filed with Building Department
Building Department Representative
•
page 3
z s� .
TREE REMOVAL
SECTION.A APPLICATION MUST BE RECEIVED BY NOON OF THE WEDNESDAY BEFORE THE MEETING:
1.
Property Owners Name Address Telephone
2.
Location of Tree Removal / Ske Alteration
SECTION B (To be completed by applicants whose property is zoned residential, Includes
an existing dwelling, and which is tot presently owner - occupied)
1.What changes are proposed b the . • - , • : « ' ed e?
2. What 1s the purpose ,43' po 114\
= s?
_.... 1 .; \ \.:) , -, :, At. , ,..... j \Sc)1 . . .-
3. • - •• tr - : s • opo - : • r removal as follows:
TR • OU T SP S (DBH x HEIGHT) CONDITION
4. WiN these trees be re ted on the same property?
5. H not, will replacement trees be planted?
6. Specify proposed replacement trees as follows:
TREE COUNT SPECIES SIZE (DBH x HEIGHT)
I
,
7. Attach site plan.
(SKIP SECTION C AND COMPLETE SECTION 0)
•
SECTION. C (To be completed by al other applicants)
1. Ske zoning:
2. Required attachments:
Site Plan indicating:
sting:
(a) proposed sbuctures
(b) utilities and utility access/easements
(c) vehicle ingress and egress corridors
(d) staging areas for equipment and material storage
(e) location of signage and posting of pemtks
(f) type and location of grade changes
(g) ail alterations to natural drainage pattern
(h) temporary tree protective barriers
(i) location of sprinkler/irrigation system (commercial only)
•
Tree Survey indicating:
(a) aN trees with a DBH of slot (6) inches or greater
(b) species and size of al such trees .
(c) all trees of special or unique characteristics
(d) each individual tree to be removed
(e) each individual tree located k tmediately adjacent to construction areas
(Le., construction occuring within area of drlpline or within 10 feet of stem)
(f) ail trees to be relocated on same site
(g) proposed replacement trees
(h) description of tree protectiorvpreservatlon measures
(1) schedule for implementing protection/preservation measures
� ) landscape maintenance plan (oom merdal only)
SECTION D
1 agree to abide by the tree protection practices required by Cky of Atlantic Beach Code of Ordinances.
Property Owner Signature Date
4
FOR CITY USE ONLY
Applicant has been issued a tree removal percnk and has complied with as provisions, limitations and
notations of said permit.
Community Development Director,. Date
(Required prior to issuance of Certificate of Occupancy)
NOTE: Refer to 'Tree Protection for Builders and Developers" available at City Hall or
contact Division of Forestry. 8719 W. Beaver Street, Jacksonville, Fl 32220, 904 -781 -1434.
.,, \
.?-- r T erftf.trair of (art g ..
1, CITY OF �r� '
\ *" rn# td 1inilaing Jnsprrtilm
ttr#m
This Certificate issued pursuant to the requirements of Sect 109 of the Southern Standard
Th f
Building Code certifying that at the time of issuance this structure ol�out� c ompliance with the
* �"►
various ordinances regulating building construction or use. For the t � 1
r" Bl Permit No. _ _ $�— ,
Sin—le ^ " 5 e }'cl i 1,r Res iC.eI C.i g
UxClassitication .�:lt' �. J Atlantic Beach __
S f 3 Fire District Drive () W I 11E ■Type Construction_— -- 0 SGuttt )O:_S: ' VC
li 1"t""r , Group — "'___'— 3 Fi c - — ,
II idr.....�.yx�•y ( iis.- ' ._Add -� c'�.0 :'t1V i -� s c
I Building of Building — L� ty -Fst_-c*P` ` -s*** V t � 1V I oca i ! , ,,
Building Addtess _
DO �. __. T3 _ -_.__ Date: -'G) — f� ~
[ -- -- 7 __. - ---_
Bui idi Building Official
1 . . POST IN A CONSPICUOUS 'LACE i
\ 4....., t \ / I Nt. el t \ / i 11', , ± \ / l
1 \ i \ i \ I