523 Cruiser Lane - Mech Permit CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5M-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
-Pi-rmit Number: 24638 Address: 523 CRUISER LANE
Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233
Class of Work: ALTERATION Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision: SEASPRAY
Est. Value: Parcel Number:
Improv. Cost: OWNER INFORMATION
Date Issued: 8/14/2002 Name: TINSLEY
Total Fees: 25.00 523 CRUISER LANE
0 C BEACH, FL 32233
Amount Paid: 25 ""00
Date Paid: 8/14/2002* Pb
Work Desc- REPLACE AlaAANKER
ION FEES
ff, APPL
CONTRACT I �-V,
P. " . I W 25.00
-A-IRPRO SERVICE CO.
Vo
-Wa�
71
NOTICE 2'500 CT 0 USTBE�REQUESTED AT.L"A T HOURS R_TO,IN ECTION
'N
RKMUST N
kTERIAL, SH, UBLIC SPACE,AND
BUILDING W
MUST BE CLEARED Up HA ITHERCONT NER
"FAILURE TO COMPLY HE, NS T16 L N ULT IN THE
PROPERTY OWNER PAYING B Sig
ISSUED ACCORDING TO APPROVED PLANS���F%1, %jr- THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
0 - Clow TM: OC Drow:
D0.KW*- 6/14142 61 MWI?t 110:
14 PIWTS-101UTS 1
0 41010=1011
A TIC BEACFVBUILDIRG-DEPT.- 5n cRUISER
%,a %M&%~
TFAnA data: 8/14/62 Tise: 14:27:13
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLAuNTICBEACH, FLORMA32233
APPLICATION FOR MECHANICAL PERMIT
LMPORTANT—Applicant to com2lete all items in sections 1, 11, 111, and IV.
Street Address: 6-�z � C 1- I-S'er 4-h
LOCATION OF latersecting Streets:Between And S r, J,
BUILDINIG Sub-division
H. INDENTIFICATION-To be completed by ail applicants.
In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in
�s which are a
accordance with the attached plans and specificatio part hereof aad in accordance with the City of Atlantic Beach
ordinances and standards of good practice I isted th orein.
Name of Mechanical I Contractors
Contractor(Print) C Master 0 L4/J
Name of Property
Owner
Signature of Owner Signature of
Or Authorized Agent Architect or Engineer
III. GENERAL INFOrRMATION
A. -Type of heating fuel: B.
Electric IS OTHER CONSTRUCTION BEING DONE ON THIS
Gas: LF Natural —Central Utility BUILDING OR SITE?
C2 oil
.0 Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION
PERMIT
IV. NATURE OF WORK
MECHANICAL EQUIPMENT TO BE Residential or Commercial
INSTALLED C3 New Building
(Provide complete list of components on back of this forin)
�r Existing Building
Floor
Heat Space _Recessed enti al — Replacement of existing system
XC I tral X
Q Air Corid—itioning: Room Cen Q New Installation(No system previously installed)
Q Duct System: Material Thickness_ C2 Extension or add-on to existing system
Maximum capacity cfEn C2 Other- Specify
C3 Refrigeration
C2 Cooling tower Capacity _______gpm
0 Fire sprinklers' Number of heads THIS SPACE FOR OFFICE.USE ONLY
C1 Elevator: _ tvlanlift_Escalator_(Number) (Received)
Q Gasoline pumps _(Number)
Q Tanks _(Number) Remarks
C3 LPG containers —(Number)
0 Unfired pressure vessel Permit Approved by Date
0 Boilers
Cl Other—Specify Permit Fee
LIST ALL EQUIPMENT
AIR CONDITIONING AND REFRIGERATION EQUIPMENT
Number Units Description Model Number Manufacturer Capacity Approving
(Tons) Agency
HEATING—FURNACES,BOILERS,FIREPLACES er Capacity Approving
Number Units D c Model Number Mam;#Lctur
L,-1,EH,4—Z�,T Q2TU) Agency
Cob e- /9
TA14M
How Many Nominal Capacity Type Liquid Nameof Serial Approving
And Dimensions Contained Manufacturer No. Agency
A-Ari"
r� C= =3
3 X 6 34- 6-1 ---------- WEB NOTES ----------
X5 34' 8" WEBS: 2X4 #3 HEM-FIR, FIR-LARCH. OR
c:3 c___ 2DSTHNDARD� c::'
X4 3.9' 0 50. FINE. r� 1-=
r� C-1
f. -ALP I I
HOLMES L U M B E R C 0 MPANNY E
61250 ROOSEELT BLVD,
C= X-.-�TRUSS
5 Y.M
JACCCNVILLE, FLORIDA 32210
HLPINE ENGINEERED PRODUCTStINC.
5X5 34' 6" P.D. BOX 2225
5X4 134, ff" POMPRNO BEACH,FLORIDR 33061
3N]C
L SPLICE 305-781-3333
5X4 34' 0" WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI
5X5 34' 6" LOCATE TOP CHORD OFF-PANE
4X4 30' ft" TC LIVE LOAD - 30.0 PSF
I.SX4 34: 6- DASHES SHOW TG DEAD LOAD = 7.0 PSF
F
I.5X3 34 0" DIRECTIC)� OF BC DEAD LOAD 10.0 PSF
IX3 3,0' 8- 1 ELONGATED cg:l TOTAL 47.0 PSF
HOLES IN ag DUR. FACTOR 1.33
PLATESON TYPICAL CONTINUOUS JOINTS SPACING 24.0" OC
OVERALL SPANS
so .
4.00
PINE 2X4 TC 2X4 BC
55 DEN KD 3 4 6" 34' 6"
55 DEN 3 3 8" 34' 6"
A EQ. TO PANELS SS KD 3 3 ff" 34' 6" l
3X5 34' 6" 3 EQ. BC PANELS SS 3 2 Z" 34' 6'
3X4 32' 6" 14EASURED FROM
2.5X4 25' 5" 3X6 34, 6" INSIDE SCARFS #1 DEN KD 33' 4" 34' 6"
2X8 34' 2" #1 DEN 32' 6" 34' 6"
2X7 30' 8" #1 KD 31' lffr 34' 6"
2X6 25'19" #1 30' 9" 34' 6"
MIN BRG SPAN
#2 DEN KD 31' 4" 34' 6"
#2 DEN 30' 2" 34' 6.
5X6 34' 6" 3.50" 34' 6" #2 KD 29' 8" 33' 3:
5X4 30' ft" #2 127' 9 f 31, 3
X6 34' 6. LOADING 8PACING
3X5 34' ff" If I
3X4_ _1301 0" 47.0/1 . 33 24 .0
1.9 - -_ - - -34, G" MAX
PLATE TYPE--ALPINE 2X4/2X4 PITCH
[3
L
G r Itklls THESE SPECIFIEF11IONS FOR LUMER AND TRUS�IS RE".'JIRE EXTRErk CFRE IN HANDLING,
ENERAL NOTES ALFINE GDNNEETORG PRE FOLLOWED AND THE WRRNING EACTION Ft�C BRACING. SEE 43WTS 4.0/12
T RJ5U5 BUILT IN CONFORMLE WITH OUBLITY CONTROL MF"JFL- 8*1 OTPI, LORKING WOW TUSSES. COMMENTHRf AND RELOtlrZNDHl IONS
I
1HERE SHALL BE 40 WPRHRNTIES OF THIS DESIGN, EXPRESS OR IMPLIED. TPI). SEE THIS OESIGN FOR ADOITIC��OL SPECIHL BRACING CIUMPICA E
ALPINL CONNECTDRS PRE MR"ACIURED FROM 2D GFVji',E 6FCVBNIZE13 STEEL REOUIREMNIS. UkLESS CT�tRWISE SifNN, TOP CHORD SHALL No oil
U UNL 1:9 SPANS TO 34' Gv '
NLiss DlHEiZJlSE SHOWN, METING REUIJIREMLNTS OF HISIM R946 GRKE R. BE LATERKLY ORKED WITH PRGPER.LY RTTHCHED PLYWOOD AT
APPLY LUNNECIDRS 10 901H FACES AT EREH JMNI AND LOCATE AS SH(NN. SHEATHING, BOTTOM CKA3 YITH RIGID CEIL ING OR BRFiCING PLO I
UEBRING W101H5 ARE 4' NDMINFt UNtISS UTHERWI&E SHOWN. DESIGN AT n 0 EET 0. C. DG NOT L�SE !H,S UESIGh COPYRIGHT 1979 000443
STRV)#ft�i COWDRM W11" WPLIEBBIE PROVISIDWS OF "S 17 Htk *TPT 7B, WITHTFIRMEU RE()FTAR0lANTFTRERTEf) LUMBER.
TPI - TRU�S Pt RIE INS i i IIJTL, NOS - NAUDN'Rt DESIGN SPECIFICAT1,14 FCR WDW CONSMUCTIDN 3/22/79 DRAW# A424,043
o
6" Less Over 6" to 1 ' 2" Over 1 ' 2" to 1 6!' Over 1 ' 61' t
2x6 2.xs 3x10
Use Ix4 o i
Common 3x8 1x4 or Toenail 1x4 or Toenail
Truss -3x9 'A,-
J-
2x ,
2x8 -
Wedge 1 1
We d rye 1 6,, 1 2 0" Wedge � � 1011 011
Max. Max. Max. Max. Max Ma x.
Over L/6 to L/4 Over V10" to L/6
This Dwg. to be used in conjunction 5xlo(Splice ) Ad d I*x4 Con' t'- . Lateral
Bracing if web over
'with Dwg. :';�'A10310. See �A10310 for X1 4 , 2,'
x4 Lumber and'' Plates not shown .
14i
— '-'�x4 Same grade
12 as R o Cbcrd
]�x8 W/Splice
4 -.;x4
5x8
3x5
i 3x8 lover
12 1
2 101?
12 12 1
Max.
3x4
NOTE : Where 2 ' 0'? max. Rake
Overhang is permitted, up to
4 '0" Overhang with level
3x5 5x5 I 3x5 return is also permitted
Over L/6 2 ?0'! provided the level return is
solid butted against the
to L/4� M a x.
L 3310" Max. wall or equal .
ALPINC D Chkd.Bv RWB Date 8/4/71
g. 2:1:
Mt.. Sba b
C�!�TTING ..d I I P-4—
Lt_NG $1, Loa ing
Drwg. A10310VC
P 1� ord psf
T OP C 1, 45
PTO:,. NO,—.1 D F-11-41
I TT'
-D—ff. 3P.:1 r f 11:- i. —t th,
tr....
'Bo Chord 10 psf LENGTIi 3-3 ' 0"
P;'f�.......... .—d-v 1.3 t Load 59 P s f
.2 , , , - , P,
P I T(I'If 4/12
cat 14.
c r- 3 31
.rt r
-r F;b I a V� 97� 777 17) V,
LAI
I)OOL JOE)"r 0 3 A 0 7 0 6 L-"
0'7—"' )00 40- 3
TOP CROPr 2X E SO. PIPE #2 KI),EXCEPT AS OTHERWISE SHOWN
BOT CHORD ;X 6 SO. PINE #2 DEN This tru,�,s deslgrled- ifl accordance with Tr11-73
WESS 2X 4 60. PIPE
This 4',1 flip is de—i-gned to carry 7 ' 0" Jacks no webs
L i
F L
:L 1!T P 7 0 S TB K
GX 12
2 X_�', 2 x"1 2 K D S o P-i n F,
�,X 12
12
8XB 6x4
PLATE TYPE--ALPINE
GENERRL NOTES 7pr IrFINFIMT111r, IN WRRNING -",-7�7ccz P w"l-, OESIGN CRIT Tpj REF
NIV3 C011 WIFIA rM 11KNE MYEIETIPS FAF F0110WEV, W, 'R!IM Cr.RF IN Mr�1 NG, ERIC, �'s rNC TC LL 30.()PSF DnTE 5L18 79
02. A4,
CLI r__3 r__ 1�1 TRUS^,FS ME OVILT 10 C0NFDT7*+CE VITR 'DUMITY r1qnCIW FOR GUICF-W.E, ;FF 'ERPF.1-0;i'M
0
E-:3 r__l ':,'ATRrk MWAn. * 11 MM PL.IRTF ItATITUTE (TPD, tIfFRF 'WkL '4��'C'l r.0rff'4TrR1 PqO RFI'r��Ir.1110.M' JERTIOCICATE TC 13L 7.0 PSF 0RV%h2_5_,j_k
. r) G
r�--3 13F Ng vl-RRn�ITIES or ttsjS DF11GN. EXPRESS OR IMPLIED. ALPINE f!P]). qFF IH15 Il(�j,,4 F,�R r.Ny 911
19NUfCM-S PRF MNlrflEtA10 FROM GM"IlVt)STFF1_ MFE71W, THE PORCIN4. RF1jL:v"E41q 'F 'u, 8C OL 10.0 PSF ENG. W.R.R.ZoAg
r___) -!M rj 0"Im h"Aq r.qriT R, TW Y rRF 7D r,�jr.r I"r R, fjP_V)� 1191 NnT rU'Ll qRFrr,) Fr A -1 �1 LEN. 25-0-0
"q 141)t f" p�"Tfn Tr'0�7 T I-.F^l rr 101�"_' Tfr?rl-1 BY M7t f110 C"PTI;lSf 10T.LD. q7.0 PSF 0/'
CH q.O/I1)
TRUSS L�'�J'�rU n, CN T�1jr;C'-,j-,,;. C,,tr1m,,j i qlrrr)�rTt 1W, T;f IF 57 OUR.FRC. 1 .33 T
-1 It# E
r--i 1 1- RIIM7'0� FrC)l";0 VrMI-jr.W-,,rO-, IM To Mr.y R- WIXJ�J" -4,. jr I F�;7 1 c*T—
r r�n�rjm,� �-4 1-4 frr.-,7 ta r-rti-i i r I N�' 7 P 11K
TYPE-
"la Ll
TOP CHORD 2X 4 SO. PINE #Z
BOT CHORD 2X 4 SO. PINE #2
WEBB 2X 4 SO. PINE #3
This t russ is designed in accordance with TIPT-73
6jj
IX3
X3
_12 7
2X7
Ila-
15 x 6 2.5XQ
25-00 -0—
PLATE TYPE--RLPINE GESIGN CRIT Tpl REF
GENERTIL NOTES ---t*LE'5S Tit WRRNING TMJS-,-g P11IT19 OF7AW
PLA
. 1 r7o r_--1 Tv!-,nr�,iri Fp i i:-rp. i),4D rirm rotpr TC LL 30.0 PGF ORTE
n��-M,nVM, E V;Ir?f r RNCI
pq� rN WWA JW, o-t
9
c-3 c_:] E:,l t-1 >&M I,,( IRMIFS fo�c elllilr im crlwnplpw.r WIN - Uirkill W11W, "R G"'Tow'E, �eF -IRAr IV, lorll� 'l/
'0
TC OL 7.0 PSF DRVG A 4 2 S �d
C-71 r 7j C-1 r--:3 :PmfR"l M%VX , ey MISS 71�.nE Jw*,ljTU([ (IP11, TWRE IjilSIFS: uir"NIPAI MD RMTI-EW V,I-N11- -7h 4
W VW9NUES nr TW�,0�!,GM, EXrRF55 1A 11"AM FU PNF OPI), SFf 114:9 OESMN F,,)R nNr 1110DITFATIf
,f,w
r---) MrNJF FE I I�-11 CP YPM:,-,0-,lEl
APE nEETIW T�' r,,Fl 111 Pglrl I BC DL 0.0 PsF ENG. 0-A-N A G
r; Jk
rr4)rF ')M 00!1*1-firmfl, Nqr An r 't I 1 -0
TOT.LD. q7.0 P&F O/R LEN. 25-0
,,Ti,r vmF r:,iowv I- et ,rrt i�U JU',1W 4 1 OF Tl�j .1 n,F :i i�y P11
Cli 4.U/1
TRUSS plill, Prl"I"k-4 IN N-11,W-111N, Ill—mll A 1 11 19 nl OUR.FPC. 1 .33
2�llp 1 xriqv;T: vi,-,, r,r v n r�Xfml� E"o
n r-I P�flIll I:!,I, 1� L tF'JIll l,r TO in �"l D c TV, f S P r-C I NG 2-4.0 iypF 11 1 P
TCF A 0 RD 2X 4 to. FIVE #2
BOT CHORD 2X 4 5C. FINE #2
WEBS 2X 4 50, PINE #3
This truss is designed in accordance vAth
L�' L
TPI-78
A i�lj�Q L L
q xel X
x -Y3
12
2XG 2X6
5X5 11,6
-01-0
PLATE TYPE--PLPINE
GENERFIL NOTES ftu—, 7w ;vmrrn-io�r IN WRRN I NG -munsf S r,v; 1FIE OESIGN CRIT 1pl �RLF
1"I'l fZL��N rlp tilfll�r�q�`;�rvivE moarrims r.lE ra,,ovm, po;, VXT;ErE f:`IE 14 PnNULI'ir�, �M TC LL 30.0 Pi-F— ORTE 5/ IST 79
7 9
L:Lj UlkE33 714E Tlr�IST, III,- r,,;LT 14 Cr,�W0nrrqCF WITH *ou'U'l �R;�rjl qG. r7I 011�-%U, VE 7.0 PSF 0RVG. A 4 2 5
r---1 C-3 C!IXTRM rW7X ' IT TFMS PLPTr 114771TUTE (TPI), THERE SHPU mr, TC UL 374
f7--1 r-:3 !!E CF TH;5 0FSl^,-J, E(ME35 OP. VVILIED. kplwc ftpl), �;Er 1PIS T,)I;F�Nl V�:;" tic 911
10.D PSF
BC DL ENG. Q.A.N
11"*� 20;111 mr) mwrm, r:irif'n ME N:) T`J�Ll T XT TOT.L0. 47.0 PSF O/R LEN, 25-0-0
4 12]
"011 41-T ":0,"N II)131TI,I n7r7 V T-;-,� o,' 1� prlD'F-,Lf 1,171 IFI 0A
IT
r" ::,N C" nr,1 �;P'.L NG I C9 RILI", F 1,1 Nr, 141 �—I� q�
V �MC4-flf;i F�- m7vl.f.UIDTHS ur To o-opf ?I n mollm;n sprq. I li;l f 1 .33 P I TU
if T_
1: l9r-�,, N [EPATH 0 1 10 1-,-I D r. T��G 24.0 TYPE If T P
--11S/0 029 00000000000 4006 0008 S T 037 10 010 33 00 A 00+07 04+04 0
POP CTIORD 2X FI SO. PINE: #2 DEN RD EXCEPT AS OTHERWISE:
BOT CHORD 2X 6 SO. PINE #1 RD
WEBB 2X 4 SO. PIVE
This truss has been designe' d in T�' j s 01 HIT' iS desiqried to car--y 7' 011 rj�-, W.1
accordance with TPI-78 .
rl 1 71
0
k.;1 f
L C, Fj 0 R;D j
JACKSONVIL I. rL
HIP 7' 0" -,�TBK
3x4 2X4 8x 0 2x4 #2 Dens(- KD So. pillp
QX15
12 2
-,Block 4 ---77- 74.00
T
i f-Ix I q t2xlq
12xl4 opt. 6 Y4
Spl .
4xa no 4x12 no
Spl . Spl.
W-M -
Camber 3/8"
PLMIT ly"F--FLPINE
GENERnL NOTES ,,e 5rvc,rTUI'lrM NIWRRNING qIry I,,; UESIGN CRIT REF
r )N-1 11 r--1 TC LL 30.1) PSF 5 1 8__/7 9
1 PSF
.0 PSF
PSV
J-IIIES' IIIE TRLS-,I`3 WF SUILt IN rI'Nrwrr-CF WMI OnIl', T!Wr I W, �QW V)01.' l0n
7.0 PSF -�42
��14r%L FW"n IT T�IJSL3 PtPTE IWfjrUTE fim, T4K qnL 7 a u,,,,r, "Wj Rfrtrrklo�ft rl j"*VCATl'q IC DL DRVG
R
r!JWF I)PS rJ?F 11FC11MID FR')M GRYW73 5TUR ITU I-., JW "Pf r.I Fj 1:W, vqlk VIP W.
I,*,ri DL 10.0 PSr FNG.
-17F I' 7"FT t7f ;"�I Fjr,-,
Ij 1,� I:v 1,14 rl 1 13� III IF�'� fl)FIrl*14 1 MJ-1 rX Al 1, 117.0
I!f ;J` 1 415 F4M,S OR llrl IED 11�1`110 ITPI)- 5f I �-O'i"1, "F -0-0
r I;Pvl ,P1.1 TOTAD r, 6IR LEN. 29
ps It,:-, NIP',, qT
�"l L I'l, 1 1 .111 PITCH 4.0/12
a
P11%- PFORIN"; C",
t,It7I4 r 4- 1 NIIC- -7 ' STS I I PE 11 T F
4,
TOP CHORD 2X A SO. PINE *2
BOT CHORD 2X 4 50. PINE #2
WEBS 2X 4 50. PINE #3
This truss hns been designe' d in accordance with TPT -78 .
Ply
6550 T
a
flip STBK
qV
12
4 L �00
5 X7 2.5X4
- - 3x5 orJ-
47 no
SPI.
PLnTE TYPE--nLPINE
c-L3 177--1 r-_-1 r--3 02SIM MT REF
GENERAL NOTES tX ESS 717 v; WARNING R,Tj?q.-
C--7 r:7, lwS 1:171C9 rW 017'Ml MO UtrM IMF f 7 101,-1) 114", �TTRFT FTIRE IN w4vfNr. f7Q1-,JT')N PN� 1C LL 30. P3F DRTE 5/ 18/ 79.
r_-I '711M ME Mr.V1 ARF 611ILT till r,0Wr10'VW.1 VIT" L?jrXITT FUR GUT004-.E, qEE Cfjf,
L
n
T
L
L
IG
RL
�0 P3F DR 9
7711 P�F
c L
�T,:F,�,)LL P�F B
TOT 0 " _T
7.0 PSF
c::] 17-1 I:7�j c-i :wort ryw)r4 9f iqvsi rLn!;7 rAwiturF (tri), T14PF rkr4L �QIASFI! C?)?V-.F4TF"V PNU RV-T)M-FNtPlfj�iq- TC DL DRVG j\4 25 . 75
3
C-73 V-.-3 c-3 ---�3 qr,No w-nw,Es nr *,itts ms,,�N, EXPFK;,;Uq jnj,IF0 III P 14F UPI), 1;;F 1HIq M;�I.q FFITI r FC,,-,I
40
9C UL M.0 PGF ENG, 0 R.N A(:
P.1 N r 7-1 GAIV,9N:7T)
r--) r1r f�T"r,11 r.Plnf A, T�y M� X)M, ,f;E IMFS, Ili#) Mnft"rlfrTrq FIRE WT I Ill 1 y FjqMro �TAT F TOT.LO. V.0 PGF 0/n LEN. 29-0-0
rA
Y4 4', Fll,� 'I"'!I rF (11'P,ji'l W`,`H Tlrr�', ill AlIrIftLy 01 PIMAMY AM 1F0 Yf rl'l OX FL,
-N
TRUSS Tr.:J,"M�T�9,r'�—1'fl�,' lll�Oj r),N Till r1r nif V,I q I U T!Im" I'll, 1 33 .0/12 1
P
'!I 'j- r-j -4p 13FI-11141 0-1- 01 T 8"llrlj f, MIIX ,F-ll,�. Pr 3 Fr
f I . PITCH q
I fi F IN�j�Uf.,I -I,r, :11 Tr, 8- SPKING 2 .0 1 YPE H 1 11
�j
TOP CHOPD 2X 4 50. PINE #2 DFt4 KD
BOT CHORD 2X 4 50. PINE #2
WEBS 2X 4 SO� PINE #3
This truss has been design�d in accordance with TPI-718 .
E.R C o
65�n T
4 STBK
UB 4xil
1_1X
f tl
12.
12
4 up,
3X5
_DX5 5xr,
3x5 no jx4 pt. 3 x6 no
Spl, pl . Spl.
PLATE TYPE--ALPINE
C-) I ---1 [7-7 r-_�] r-'--1 GENERFIL NOTES IK -,r!Clr frPT I'M rA, WRRNING Vfl P-Pn, 11 ITSIGN CRIT REF
'PI-3 7"A"I Fr"U'l'I'll'? r"I I rr%l Tll.,Urll� ,7F f V,,, n,:: Tnn r,oF N ir 4�1
r-1 r— r--,n ,, E 'N N, TC LL 30. PSF DRIE
M E SS TPE fQ`J",[S W f IN CONFORMOKE WITil *M"t I I Y mc M. F r" .11 / ,
R r 'A425 754
T F
clv
.1 r-i rr)mjj0,,$ tR"mM IT TRtl9q F�$17 IWTITUTF UPI) T4W 9"L TRUS�F� �Lv" TDPT F1 F?Frl"rF'j,vfl 'i- If-it TC DL 7,0 PS DRVG.
NF DF� N 1 0.0 PS
FRIA Gni VAN17 MEFTINC. Tfif ',FEC I R nRW_fy; VjAal 14 F
4 !, , BC OL ENG. W.A.R._/L,
W, !:i, p;:A /I"" TOT.LO. V. PSF N. 29-0-0
PIN STFFI , 'I,
r- i n-ml r,7—r p rlQ, f'� )l0i", Q MlTr" �,nonS 4pr t Ll 919-0
U 7'r O/A LE
R. mix; OUR.FRC. 1 ,33 PITCH
T,'n C I N T Y."F 11 T P
TOP CHORD 2X 4 SO. PINE #2
BOT CHORD 2X 4 50. PINE #2
WEBS 2X 4 SO. PINE #3
This truss hns been in accor&mce TPI-78 .
13 0
t;XF 41 x 4
2�5'01
.........
_J4
2X5
2.5X4 5xE IX3
3x4 oF.t. 3x6 no
Spl. Fpl .
A
PLATE TYPE--nLPINE
GENERnL NOTES - W-7- TW WnRN I NG LILGIGN Ull T REF
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TYPE I Ip
r SPOCING 211.0 TYPE 11
i�� iL
twj-
..........�
b��)i�[V Ct,'T?D� �Ay BL R-EINFOiACED WITH EMUS = L-M L7:) L
G I S 1 NGLt--- PLLF
fill t-rijvE HL�:MjWifll- L0hD CoPat;IiY HE
L[�;GTH I t-SEPa 2-S-'PB I F,-- 2-SD13
�'f A1114M IN TPLLE AT RIGH1. SCPidS M jl,",-
ST BE
0 --STANDI92,01
cf: shmE SIZE 6NO 6R,90E HE 601 rOM C�!WD 14' 0- 26 8-if 31' 3-R 33' 6-R `10' 0'P ��Q: 0-i� 0"p 0-,,1 !io' 0"ri 'if
15' 0' 24' G*P 29' G-R 31' 1-11 40 O-P 40 o 0 p �0' O'N 40, 0 O-N
FiND SkIft-L BE 91MCMED IN THE SliU" TO 16' 0' 22' VP 25' a'R 28' 5"R 40' 0'? IiD' C-p Lil�, 0-p !fY o"IN L40' o tic, O'N
f
GIRJER FIG PER SCHEFULE BE!B'd SPHN MOLE, =1 L
IF SPLICE IS RECUOIRED IN scfia, IT is 17' 0' 21' ti'P 24' 9-H ?6' 5'R 40' O'P 40' P 0' 0'? 40' O-N 40' 0"N 40' O-N ALP I N17
-P 23' I"R 25' Q-R '0' 0 f� �TQ' 0-
TO LOCHIE Spj P 143' G-P tip 0-N io, 0 l?0" 0"'1
_ICE q, [),.j rfoHc IU' D- 19' 8-P 21' -R 23' c.�R 7 Q-N 404 O"N
fRL�,j HQjTGjJ Ch,040 SPLICE. CONNECTOR 19' 0' 18' 4 6 3 5 p �01 0-P J' 0? ti 0 0"N
TRUSS
F`Lfi-,5 Hi?F REGUIRED ON FHEES OF 20' 0' 17* 3'P 2f)' 4'R 122' 1-R 35' 2-il -t') 3, O'N 40: 0,-.N1 qO' 0'N
C U-P 40' O-P
SUB FIT SPLICE AND SHHLL BE A /'^3 21' 3' 16' 3"P 19' 2-P'20'10'R 33' -'-P �0 3:P -P �3' 0"?,
PRO 5,
22' 0' 15' 47 18' 1'P 13' 8'T? 31' J-P 33- 3 [1 40' o'p 0, 3-p 40, 07 ALP 1 NE ENGINEER"Ei UCJ-�
8EFR1% RNO SLOC.1 PEO'JIREMENTS P.O. BOX 2 2,2
- 93' 0' 14' 6'? 17' 2'P 16' 8'R 29' 7'?i3t�' 1 q-? �0' 0 4j, 01? qC 1 0'? P Olfli Pi-i N 0 Fj E A CH,FL C R I C 5 3 3
14 RX4 V M # ONE BLOCK 0- 13- 9-P 16' 4-P 17' 9-R 28- 1-P 11-)2' 7"P 1 7'P Q, 0-6 140: u--P 45, O-p 305-761-3333"
f, ?A 6 X M f ONE BLOCK 25' G' 13' I-P 15' 6"P 16'11'R 26' B'P 31' 1'P 132'i 1"1" 40' 0'1' `40, Olp 40, O-P
R 2X4 * ONE BLOCK y 2XG t TWO SLOCAS 26' 0' 12' 5"P 14' 9"? 15' I'R 25' 5'? 29' 7'? 31' 5-P 40' 0"P 110' O'P 40' 0 p DESIGN f-'RITLR--,A P1
T 2xB Z 2XB * TWO BLOCKS 97' 0' 11*10-P 14' 1"P 15' 4'R 24' 3'P !25: 4:P IS,- O-P 33' 4-P I
140' 0-,-' 40' O-P TC LIVE LOAD - 3 Z 0 .1 S F
A 2X4 + TWO 81-�)CKS �8' 0- 11' 4-P 13' 6-P 14 S-R 23' 2-P 27 1 P 3 5'P 3S' 8' 39'iO"P qO1 a-?
TC DEAD LOAD - I 'a PEE
LETTEHS +-fER TftSS SPRN DEFINE BC DEJ-,D LOAD F
25' 0" 10' 9"P 12'11"P 14' 1'R 22' 2"P 25 v
Btrfi"Nr, ;-M 8I.Cr-111 REUJIREMENFS L 1 1? 7-P I'P.33' 3"P 40' O'F TO T AL 4 7 J
SCE --,RRjj 7,,,3 A I i 7 FOR 9LCCK NA I L I NG P;2,j C-P 33' B-P 8';' 38` 9'P IDUR. FA�:TOR
30' 0' 10' 4'P 12' 5-P 13� G-,q �I' 21-P 2;1 IC"
31' 0" 9'11-P 11'10"e 13' 0"R 20� 'i"P 23 -P 5-P 32' 4-P 135- -3-P �7' 3-P
321 0" 5' 6'P 11' 5"P 12' 5"R 19' 0.-P 123' O'P 6"P 31' I �33-u 3-5-1 10-P
33' 0' 9' 2"P 11' 0"P �2' 1"R 18' 9-P 122 2-P 12-1 7-P 29'10-P�32; 7-P 34- G-P
34' V 8'10"? 10' 77 1- 7-R 18' --P j21 4 2 2 311r,
31P 26' 3-P i3l' 57 30
ERN P I NE
SCUTH�L-
TRUSSES MUST ELZ ON
E30LT
r7,
HIND t T6P CHCRD 2X f #i
2�,
BOTI ---,IDRD 2X 8 #1 DEN ED
3Y9 N H '-j
ScHh. Ni
WE B 5 2X 4 J!
8x sp r i u R/L Zl R/.;:-G
L
U� I� K C PR�T=RN)
2x4 wedge + 5x14 + 3x4
AS EPCH LAYER IS PP?L U:D co
Z-ndER G IRDER S.
CLISDi AU NHILG IN 2
INIR I�-S z T C' G"D.C. VE83 I G"O,U.
5---1f71L5s C fl, D :;R S-rF`-5 3.5'0. WtHAM g
P 21
C NP 11-1,3 4 C 2 j Q r, SM-55 ho"'O.C.
L-j
0--Y),1 L 1� a D 2.U:
)X I OX-1 0 -8 x 8 x 8� 3 7 E--NA I LS&; BC 2.O'D C. S
10 s 1)1 *F-DNE .5' -j[jRj '3f"Ll MAY BE SU,-,)STI�LITED ......
FOR :-:vc:,'iY 2 10,11 NRIL SPR*- LOADING
iB' no x; , i,�i- MIN. bf;ITC11 ED-1E DIST.
1101r, G--ROD .5' THRU �LICLTS f1f ERCH BC PNIL PT 47.0/1 .33
I RDER LFr,41r,III- heel RMI) ERLii SIDE: OF 8- SPLICES. NOT REO.
ht. -EL r
FOR BC IF SCHEDULE IS USP
t R 1-111 d w/8" Nom Brg. 2XG/2X8 PITCH
1111�� (JR -12 R'D TPL"'; P-5f
E WARNING pp
tpit.� UM 11.0 -T16 F, -1, 16
GENERHL NOTES �iSL�t I 'I f4ND' 1� ERE!-— I' NO' 6 SMITS 4 .0/12
tit,10 IN 1,FMfbR1jfjF IFH -Wtti-IIY (,rNTRc, M,;�,L- t, -TRI, IBNRCM, 4LIC0 fft�,SES: DMIL N' 1
C li4fR 4�T
f)L.3 �4i;� DR 11 -7 P,�� -4� CEFMFIC.&TE.
Nt) Wiflitif,N1 SEE THIS 0-GICN1 FOR .)I' ,�:V;
I n.d ;llilt ft H3 IrA I Milt I E 0 Hn_ ;,'JlL 5P, L
1k PINL LUNNLCIUR� i�AE I L,R�u �H(;rl 20 Gf4ju, SfiiEL f(�lJLJ1RLrLNf`S. UN�E'-�� Gi�iiRml`E �,Ij,N, "Ot, C,,,A;j i6h I N. SPANS TO 34 ' 01 1
Ofrlt�JIU bi4)WN, r*�j TI , R IAJ R-MLW'i Eff R'jIll fi'f�b GRMGf H. ZIF LRTER�LLY
I 6,"UICED WITh FQPENLf- h!Tf`(,i!;' P L)
f y UNNt Tj U0,11i Fhas l�! EFI�.�l J,.�IN� HN, I UHT1, H6 SlibWN '�i!ERTIOW, BOTTOM EFG'�f) VITIH RI-TD UL',It., �-,w L,j� F
vi iii(il'.�, .i J�11,6 Fiplk: 4- MA1 11,14t LM�Sf, i,i"k R.I ,,OWN- OES I A F,i MHX I Mutl OF 10 FEEi 0. C. LA" NO r FLCRI�A OPYRIGHT 1979 4000695
!Ili Pfft.IFHE�f, PR�);!;1,)N, T 0.11; il Wit) -IP1 18 irlifi FIRE REIR�401til TREMEO u,,IME-R�
101 - FRUSS PLMiL 1'.;[fh;ii NUS - NfilliAk! fAlii�N '�?LAf[Dii!JN FL)R ki'-G Djf,�1aCIjCN ED 1," 10/11/7 9 DRAW#A4-,5,"
k'!Ji�14113H A CUPY OF THIS DESIGN TO ElcE,�Tluli ---J A-M I C-M'4- 4 7/I� 3 3 7 ,10-
DEPARTMENT OF BUILDING 4533
CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO.
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
D te 11/4 19 80
Valuation AA 9AI-7n Fee $ 177- 10
This pamit not valid until above fee has been paid to Citr Tre"urer, and is
subject to revocation for violation of applicable provisions of law.
This is to certify that New 1�1- '111111derS
has permission to build a sAngle f-aFAIY dwall4as as"r-ding tio-plarks
submitted no similar house wibhin 500' of each bther.
Classificatio
Owned
Lot_________-15—Blo 1, 2 .-S/T) S!easpray
House No 521 Crui.-gpr Lanc-
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
x
44—loo 0 Building material, rubbish and debris
Zfrom this work must not be placed in
public space, and must be cleared up
and haiiled away by either cmtractor
or owner. W17*10 TL
Bill M. Davis 277.1 1XX Tr,
Bildi.,Of
FOR OFFICE PERMIT CONTRACTOR
USE ONLY NUMBER DATE
PLUMBING
ELECTRICAL
SEWER
WATER
AM*
4, FOR OFFICE USE ONLY
Date.... ................19 ZtO
r
007 T_ Permit ....Fee
CITY OF ATLANTIC BEACH Valuation ..................
FLORIDA House
/70.
................
APPLICATION FOR BUILDING PERMIT eA��
.............. ...
0/22�17X.....................0"Oe
.........
Application is hereby made for the -approval of the detailed statement of the plans and specifications herewith submitted for the
building or other structure described. This application is made in compliance and conformity with the Building Ordinance of
the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida,all ordinances of the City of Atlantic
Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether
herein specified or not.
The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub-
contractors engaged by him are duly licensed in the City of Atlanfic Beach,Florida. To prevent delay or embarrasment regard-
ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can
be verified. Date.../ g
0 -..47e2_ 4 6
....... ..... ........................................ 19............
Owner..W� ....A0�......C-0-----.......................................Address)/'Vs....'.:.�
_.......... Telephone
Architect...............................................................................................Addres&...........................................................Telephone No.............................
Contractor Builder-----_----------- >-#+ F...................................Address............................................................Telephone No......................._...
Lot No..........:5----<--------------------------Block No........�9----------_-...Sub Division-AF .*_AQ4.K.......................................Zone.................
.....................................................----Street............___.......Side Between....................................................and......................................................Sto.
Valuation ......For what purpose will building be used--40.(eAF...640Y�-hype of construction---41*$Poo klv
fol
Dimensions of ----------Dimensions of Lot.....;7x..�..xe_cm.......................Size of Footings....... ......A...........
Size of Piers.--------------............---------Size of Sill's-..----------_--------.......Greatest Sill Span in ft...........................Type Roof_Shfe*6,e.E:----------
..pej ----%lawl.. ..................
....Ar
How will Building be Heated?e,.i7d .i. .......Will Building be on Solid or Filled Ground?
Size of Ceiling Joists--------__---------__----------- Distance on Centers............._=........................ Greatest Span-------................................
Size of Floor Joists------------------- ................ Distance on Centers.......... ............................ Greatest Span...... ..................e/-------------
Size of ------- .......... Distance on Centers.......a.Lf.."..................... Greatest Span........ ................... ..
This rectangle is to represent the lot
Locate the building or buildings in the
right position. Give distance In feet from
all lot-Unes and existing buildings.
Two copies of plans and specifications shall REAR LOT LINE
be submitted with application. 1980
Inspections required. OCT
1. When steel is in place and ready to pour footing.
2. When steel is in place and ready to pour columns and/or l"Tly OF Z
tic IBEACK
3. When steel is in place and ready to pour beam. ATLAN
4. When framing is completed.
5. When rough plumbing is completed,-and ready to cover up.
V E:D
060 e JG BEAG"
6. When septic tank drain field or sewer is laid but bef
7. Electrical inspection by City of Jacksonville. ra
S. Final inspection.
Note: In case of any rejection,re-inspection MUST be called fo
corrections are made.
FRONT OF LOT
In consideration of permit given for doing the workB1111111 the ove statement, we hereby agree to perform said
work in accordance with the attached plans and speeifi tions, -a part hereof, and in accordance with the building
..._Vch are
regulations of the City "lantic_Beaffi. owo"
e3r� Alxl��.......................... Addrew4/4"es
Signature of Buildei ................................................................%b ..... ......
Signatureof Owner................................................................................ Address....................................................................................................
CITY OF ATLANTIC BEACH
WATER CONNECTION CHARGE
DATE
LOCATION
OWNER
PLUNBING FIRM
MASTER PLUMBER
BUILDER OR CONTRACTOR
TYPE OF BUILDING
BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC ( 2 UNITS)
WATER CLOSET,LAVATORY AND BATH-_
TUB OR SHOWER STALL.(6UNITS) SHOWERS GROUP PER HEAD ( 3 UNITS)
BATHTUB ( WITH OR WITHOUT OVER SURGEONS SINK ( 3 UNITS)
HEAD SHOWER) (2 UNITS)
BIDET (3 UNITS) FLUSHING RIM SINK ( 8 UNITS
SERVICE SINK TRAP STAND ( 3 UNITS
COMBINATION SINK AND TRAY ( 3 UNITS)
POT,SCULLERY SINK ( 4 UNITS
COMBINATION SINK AND TRAY W/FOOD DIS.
4 Units) URINAL, PEDESTAL,SYPHON JET
BLOWOUT. ( 8 UNITS
DENTAL UNIT OR CUSPIDOR ( I UNIT)
DENTAL LAVATORY ( I UNIT) URINAL, WALLL LIP ( 4 UNITS)
DRINKING FOUNTAIN (',, UNIT) URINAL STALL, WASHOUT ( 4 UNITS)
URINAL TROUGH EACH 2'SECTION
DISHWASHER ( 2 UNITS) ( 2 UNITS)
FLOOR DRAI NS 1 UNIT) WASHING MACHINE RES. ( 3 UNITS)
KITCHEN SINK 2 UNITS) WASH SINK EACH SET OF FAUCETS
( 2 UNITS
KITCHEN SINK W/WASTE GRINDER
3 UNITS) WATER CLOSETS, TANK- OPERATED
4 UNITS
LAVATORY ( 1 UNIT
WATER CLOSETS, VALVE OPERATED
LAVATORY,BARBER,BEAUTY PARLOR 8 UNITS
2 UNITS
LAUNDRY TRAY 2 UNITS
LAVATORY, SURGEONS ( 2 UNITS)