Permit 522 Cruiser Lane CITY CF ATIAWrIC BEACH
716 OCEAN BOULEVARD
ATLANTIC BEACH, FLORIDA
ADDENXM TO BUILDING PLAN
1. Building loccationti 'Ir91191 /
2. The attached Plan for the above building is, approved subject to Treeting the following
applicable construcition requirements:
a. Footings shall be continuous monolithic concrete under exterior walls, reinforced
with two 5/8" deformed reinforcing rods for one-'story buildings and three 5/8"
deformed reamforcing rods for twc),-story buildings. Reinforcing rods shall be
placed in the lower one-third of the footings, properly placed and fastened on
Tnetal cables with wire. Footings shall be six inches wider on each side than the
wall above, shall be at least 6-ight inches thick and shall rest on firm soil at
least twelve inches below undisturbed soil.
b. in hollow masonry unit constructim, each unit cell shall be reinforced with at
least on No. 4 bar at all corners, poured and tamped with concrete; such reixk-
forcing shall be Properly tied into the footing and spandra�l beam.
c. All wKx:>d truss rafters (roof construciton) , shall be securely fastened to the
exterior walls with appixNed hurricane anchors or clips.
d. construction of nearby one-family dwellings, which are duplicates or intensely
similar, sha-11 be avoided. Such similarity considers the external configuration
and appearance (i.e., roof, outer wall materials, window size and design, and
other like characteristics)- of structures. In- accord with the foregoing, similar
or duplicate homes shall not be constructed within close proximity of each other,
and shall be at least 500 feet apart if any one similar dwelling is visible frcrn
arrj other similar dwelling.
e. The final connection between the house plurbin and the sewer service
connection (at the property line) mmst be before being
covered.
er
The undersigned hereby certifies that he has read the above and understands that this
addendum. takes precedence over any contrary details to the plans and specifications
and agrees to comply with the intent of this addendun.
tractor/Owner
Date
5
�MAIMM"POW,
V4
Fic
L
MA I MIS mi w I Ift"
APPROVED
CITY OF_ATLANTIC BEACH
n n n n n n a n a n n nju a
1=1 C-1:3
3' 3-
X'
4X6 43' 3 4X6 43' 3-1 ------ WEB NOTES ---------- C:=) =2 C=3
Ez-] A cc�]
3X6 3 8' 8" 3X6 38' 0" EBB: 2X4 03 HEm-rrR, FIR-LARCH, OR
F3 X5 3 4, 0_
3X5 34' 8" 3X5 34' 8" SO. PINE. — — —STRNDqRD= cz'
HIGHER GRADE WEB AND CLB REQUIRED = C=3 — / C= r�
WHEN SPANS EXCEEDs = C= L=3
2X4 WEBB C=l
sym 5X6 43' 3: ��ALP I E�
PBGUT� 5X5 38, 0 B-CLB-IX4 CONT. LATERAL BRACE C=3 r=
5X4 34' 0" ATTACH CLB TO EACH WEB W/2-81) ILS
Pl b L H
TiULMLS LU L U U Wi FA T Uss
FT�x65X6 6550 ROOSEV117LT BLVD. ALPINE ENGINEERED PRODUCTStINC.
5X5
� SX'4 43' 3" P.O. BOX 2225
JACKSON_`�'ILLE, FLORIDA 32210 POMPANO BEACH,FLDRIOR 33061
CE
NI TRUll
4 3 3:
4 2 0
1 34, oll
5 xxx=465 3X4 43' 3' 305-781-3333
2.5X4 49' 8" LOCATE TOP CHORD Ofr-PkNEL SPLICE
WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI
TC LIVE LOAD - 38.0 PSF
DASHES SHOW TC DEAD LOAD - 7.0 PSE
1.5X4 143' 3" DIRECTION OF E
BC DEAD LOAD - 10.2 PSF
1.5X3 134' 8" ELONGATED TOTAL - 47 .0 PSF
HOLES IN I DUR. FACTOR 1.33
PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.0" OC
OVERALL SPANS
so
4.00 PNE 2X4 TC 2X4 BC
- --Gall
SS DEN XD 43' 3- 43' 3:
SS DEN 42' 3" 43' 3
6 EQ. TC PANELS SS XD 41 ' 6" 43' 3"
4X8 43' 3: 4 EQ. BC PANELS SS 40' 6" 43' 3"
3X8 48' 4 3X4 43' 3" MEASURED FROM
3X7 34' 8" 2.5X4 39, a" 3X8 43' 3' INSIDE SCARPS #1 DEN ND 42' 1" 43' 3"
3X7 48, a" #1 DEN 48' 9- 43' 3:
3X6 34' 5" #1 KD 40' 0" 42' 0
%x� 3X5 29' 9" MIN BRG SPAN #1 38' 3" 48' 2"
BE I i- #2 DEN XD 39' 2" 41' 8"
6x8 43' 3" 5xg 431 3" 'HOLMES LUMBER COMPANY #2 DEN 37' 2" 39' 5
5X8 40' 4" 5X7 42' 0: 3.50" 43' 3" #2 KD 36' 8" 37' 5"
5X7 34' 0" 1 5X5 34, 0 6550 ROOSEVELT BLVD. #2 34' 5" 35' 0" .
4X6 43' 3" JACK%SO NVI LLE, FLORIDA 3Zf]lr— LOADING SPACING
3X5 34' 0" q3l 31, MAX ro. 47 .0/1 .33 24 .091
PLATE TYPE--ALPINE 2X4/2X4 PITCH
GENERRL NOTES UNLESS THESE SPECIFICATIONS FUR LUMBER AND WFRNIN(; TRUSSES REOUIRE EXTREME CARE IN HFOAXANG, L
ALPINE CONNECTORS RREE FOLLOWO AND THE ERECTION PM BRRCING. SEE -UWT-fS' 640S mp 4 .
L
7 0
- A
a
2
34
3
4
3
4 3. 3
4'o. 4
34' jo
[6
LA X41 N
-E, 0/12
TRUSSES BUILT IN LONFOOMINCE WITH -UUALITY CONTROL nFWM.' BY sTPI, (BRACING MOOD FUSSES: COMMENTARY PIND RECOMMENDATIONS 4 VB S
US,
THERE SHOLL BE 40 'APARMNTIES 1* IHIS DESIGN, EXPRESS OR IMPLIED. *TPIl. SEE THIS DESIGN FOR ADDITIONAL SPECIAL apACIwG cal"Irl ATE
1,E. P S
ALPINE COW&CrINS FIRE MFMA*HCIURED FROM 20 GAUGE GA(VINIZED STEEL NEDUIREMENTS. UNLESS OTHERjJISE SHOWN, TOP CHORD SHALL Na. 911
UNLESS 01HER611A SHOWN, MEETING REQUIREMENT$ OF ASIM FAS GRADE R. BE LRTERRLLY BRACED WITH PROPERLY RITHCHED PLYWOOD 10 SPANS TO 43' 3' 1
1
APPLY CONNECTORS TO bOlH FHLES AT EACH JDINT AND LOCATE R6 SHOWN. 6KRTHING, BOTTOM CHORD WITH RIGID CEILING OR BAKING STAT
40 F Y
t*RRING illUllf. AftE 4" NUMINHL UNLESS OTHERWISE SHOWN. DESIGN AT MAXIMUn OF 10 FEET 0.'C. 00 NOT USE THIS L*GIGN COPYRIGHT 1979 4009446
STANDARDS CONFORM WITH OPPLICPALE PROVISIONS OF &NDS-77 PAD *TPI-18 WITH FIRE REIRRCPNT rRERIEO LUMBER.
L *--[Pl - IRUSS PLRlf INsrl7UTE, NOS - NRTIONFK DESIGN SPECIFICATION FOR MOOD CONSTRUClION 3/22/79 DRAW* A424,046
WITOUTCtR b r'rN*V nV WtgTQ rlg'cyf�W — . - 1. — - - -
TOP CHORD 2X 4 30. PINE #2 Dense KD
BOT CHORD 2X 4 80. PINE #2 KD
WEBS 2X 4 SO. PINE #3
This truss designed in accordance with TPI-78
HOLMES LUMBER CONPANY
-6550 ROOSEVELT BLVD.
JACKSONVILLE, FLORIDA 32210
5XG 3X4 5XIO
2X4
12
4.00
4
F r I
3x8 6X8 3Xq
39-0-0
Camber 3/8" @ Midspan
PLATE TYPE--ALPINE
— — — GENERFL NUIES .-- uwLm rw wEcirimiow oN WFIRNING s mLwm wainor DMIGN C RFF
-1 C" r__3 uns asim Fin tumcm nNo arm cartcums TwE rOLLOVED. FIND WREPIE MINE IN WWXrW, ERECTION PAID TC LL 30.0 PSF ORTE 5/18J79
0
R'T
UMLM TW TRAUS FOE WILT III COWWWWI, 911" -MITT AWIN;. Fait g"IW#rf, In 8pWIN;vow 3 F
PS
AG
0
E= E= C= CONINX IT TRUSS FLRTE 98TIfUTE (FFI), THERE SNFILL TRUSSES, fOrr"I'MR1 FOR) Tal TC OL 7.0 PSF ORVG.A
C=3 C= BE 0 WRIORNTIS OF TRIV D"JIGN, EWWS6 00 MAID. FILFINE TIP]). 9FE THIS DESIGN FOR FW IWITIOWL a I PS _42c; jq I
I=n PI c::3 rOWCM W ISINUMEURED FROM GKITINIM STEEL MEETING THE SPECIFIL WXIW RFULITNERFIRTS. MAE 1OP I HIC DL 10.0 PSF ENG. Q.A.N/0AG
C= C:3 9F0PJI'KTlFW IF 1151M nq"6 rRnOr R. fIfl FIRE 20 WAX iftF.SS too WrTUM DaM WE My FULLy flonCE0 4 PV
ITOT.LD. 47.0 PSF O/R LEN. 39-0-0
OIIWRVISF WAIN WO !M 1 81, FIPF't IED TO SDIH rRUE-3 rjr TRVSS RT LFITIMLY IT P"RLY rfft Ito SWATHING
TRI 155 1 FICH JOINI, I"'fU Fig SAN)iffil ON THIS DESIGN. DVFROLL i-EW111S OR RIGID CFIL'[W,, TWT SWtl K MW-Fr)8T JOUR.FFC. 1 .33 PITCH q.0/12
mSto W, WMIR FWJ4[No I 817ARINC VIDt"s UP to I"mill RE n MpAirlun SPKING OF I FfFt ?
r__I C_I I.L'1 1!�'�r i)pf RM I I ING FIN I NERF PSE IF@ Win I I E W,IN UP 10 4 10 FEE t 0 C. WSKETjvfty� EIA �CING ;24.0" TYPE 111 P
TOP CHORD 2X6 SO. PINE #2 ",XXCEPT AS OTHERWISE sHoWN
SOT CHORD 2XI6 SO. PINE 02 DEN KD
WEBS 2X4 50. PINE # 2
#1 Hip designed to support 7 '0" Jacks with no webs
A HOLIMES LUMBER coMPANY
6550 ROOSEVELT BLVD.
2 COMPLETE TRUSSES REOUIRED AS EACH LAYER 19 APPLIED, FASTEN TOGETHER JACKSONVILLE, FLORIDA 3Z210
WITT! 16D NAILS clinche& ry 16" o.c.
TOP CHORD 16D NA^lLs eve
WEBS 16D NAILS AT 12"O.C.
BOT CHORD 2-16D NAILS every 24" o. c.
I -=;=� #1 Hip 7' 0"
f -- I
7XG 3Xq 5x 4 /--"1x4 #2 So. Pine
--I-FF-
2x4 3X9
12
4 Do
r
3X8 8X10 3x4
(3) 16d nails
19-0-0 clinched -------
Camber 1/2" @ Midspan
PLATE TTPE--RLPINE - FURNISH R-COPY or THIS DESIGN TO ERECTION CONTRACTOR
UNLESS 74SE 5 ECIFICAF1014% 111)ISSES EXIAT`tlf� DESIGN CRIT Tpj-7 REF
— — — GENERFL NOTES FDA ILOWN PFAID AI WfIRNING, I IN W*AING, FRFr.T10%
CONNECTORS PRE FOLLOWED AND TW MOSES BUILT IN CONFORM11INCE 1WQBRfXINI SEE -WT-w , (MmInvom TC ILL 30.0 PSF DATE
0 P'F
P 9 F
P'F
PSF
C=3 C= WITH DUALITY COI waft-IT orn , THERE Swu BE NO TRI ff"W TWO RECOWNDAT)ONIS)- 3)' ]
C=� C=:) En WP419KTIE1 OF fHI9OUIIX, UP" OR IMPLIED. TILPINE -fPI.SFF THI19 DESIGN FOR F[IDfTIDNAL SPECIrk TC OL 7.0 PSF QRVG.A j,7 5 75n
=1 M CONNECIum W MANIIFFERINED FROM 20 74M CfXFWIIFD STEEL OWING RMIREPPI UNIESS OTHERWISE C"TIP"CAIC 10 ,
C=3 UNLESS OTHERWISE SHOWN, MEETING RMUIRE?"TS OF FIST" P446 SHONN, TOP CHORD 94ALL BE LPITFITFILLT BRF"D BIC OIL 10.0 PSF ENG. tcH ,
97
I FIND,WITH P#MRLY ATW
GRADE A. APPLT CONNECTORS If 1OT14 FACES AT EF04 RL 'ESS TIDTIOM 'WO PLIVIDOO W""W" TOT.LD. 97.0 PSF OIR LEN. 39-0-()
In I SNI
IIII LOMW AS DOW. IM a ITIOrme fm III, Hamm CHORD VITH RIGID CEILING 00 % 1)
oo rR= OTHERWISE SHOW, OESIO1 STAINI)FIRDS CONFORM 91 TH RI IU*t f I AT M1111MLIM OF 10 FEET D.C. DO NOT UrA TMIS
::3 1 OUR.FRC. 1.3�3 PITCH q.0/12
IMPISIONS OF ONGS-17 Pm.elpf-M. OESIGP@ WITH F RE*RE"WftI TREATED LUMBER EV40 TO St
*-TPI - IN=PLATE I�ffill"JTE owyfoolk DESIGN SPECIFIC91ION FOR V=CUNSTWXTION SPACING 7: bk
RUE T 104 TYPE #1 HIP
IF-
TOP 7RD 2X 4 SO. PINE #2
BOT CHORD 2X 4 30. PINE #2 Dense
WEBS 2X 4 80, PINE #3
This truss designed in accordance with TPI-78
'HOLMES LUMIBER cOMPANY
6550 ROOSEVELT BLVD.
JACKSONVILLE, FLORIDA 32210
15 , 011
3-X 4 5XG 5x5 op t
sp
3X4
12
2X4
12
81
12
4 3X7
GX8 3Xq
4x6 opt. 3xa no
spl . spl.
PLATE TYPE----RLPINE
GENERRL NOTES --,xm THE qTcrimum ON WRRN I NG --- mug%%1%F"s"Eau tof UESIGN CR REF
In' T
1"(3 U(Vrk FrA I l"7111 FM rtrill CDP*'rFyUr#q FIRF FOLI-011M, nW I'llff-PIE EIW IN MWXIW., ERECTION EW f TC LL 30 PSF DATE
-P&E"THE FAUSS(I W 811OLT IN COPF1111PIRINGE VITH 'Q1^1TV MCING, FtW GUJDFW�E, %-T -MMING VOW 7.0?SF
0
C--,z r=j C=1 = CWMX MWPX ' if TRIM I'l-FRIF 11RE11111117f (17]), THERIF On L T%X3[S: IDFWWTW FM WFVyWNMI(DN9' Cgorl"I'l TC DL 7.0 PSF 13RVU a 4-2-5 7
t:zl 1= = HE NO WEIRl"If 119 OF THIS VIN10s, UMS6 at IM IED. EILPITIE ITPI). SEE 191S DfSjr,%FOR FW ADDI tIONRIL No 911 94
C-73 = rOWCM. WE~W,TIMED F010" Will."WIMP 9TE111 MEECT SMIFL IIIIIAl*FTjJIW?lEWS 8C DL 10.0 PSF ENG. O:T,,.*N.
.0 PSF
0 33
QU.-JI4014M OF VITI'll FM" 17.91FIFIE A. 7MFV(W m 9kx tWS1 Im SEPTIC"0"m Pof Mot rIX-L!"E:I;r-
L 0,qAC, 7
1)'Ill mm;Il oF,FA,un IT)mum rnus v TmAs or t RTEnruf 51 POW11111 I VIET TEO "ING
Swnf TOT.LO. 47.0 PSF O/A LEN. 39-0-0
FnVI A)INT, ON 71,111;(XSIIN. 1`1111111fil I k'ATIC, rA AIGIO 1AILING, 44IFY SWOLL qF
IT"s 4011PUE)Elf
fI"7D"-V I' rrIll"FIM;FFf"'FIFFr '0FnUjfZ IfITFIFFS LIP 10 4' PNIY 1' 11 "IPW q;PfA-IW, OF '3 FfFT NU fo f OURSAC. 1.33 PITCH q.0/12
.0
r-7) I )WWP-IF IN rwFwq I FEW,,"lip In U f'' IxSl smc i NG 2q.O" TYPE li'l
TOP CHORD 2X 4 SO. PINE #2 KD
BOT CHORD 2X 4 SO. PINE #2
WEBS 2X 4 SO. PINE 03 This truss designed in accordance with TPI-78
BOLIMES LUMBER COMPANY
,6550 ROOSEVELT 'BLVD,
JACKSONVILLE7, FLORIDA 32210
A
171 0"
5xlo 5XG 5X5 opt .
Spl.
3xq
12 3x4 no
S p
- 4 .'no
SX4
12
1.2
4
3X(3:
-------------I-A-
3X4 3X8 5X8 1 .5X:3
5X8 opt.
Spl .
SCALF-n WWI
PLRTE TYPE--RLPINE
c- — — — — — GENERRL NOTES UNLBS RIE SPICIFIEMIUM mo WFIRNING mums nirn Rfr.0)IRE DES I GN C REP
i:115 DF�IW FOR L�;'lflfll AMI n rpt VWf.tr*S FINE FIRLIMM), ANT) 11Y" CIIAW IN WOMIN9, EM71M PC TC LL 30,0 PSF DATE
TIR'
SF
3 0�Op
7 0 P--F
0 0 PSF
PSF
7 0]
733 -2
WLSS III[ TAUWS WE BUILT IN COWMMW-[ WIIH WALIVT MKIW. FOR 9UIW#rf, WE -MMING VFIDD
=3 C=l C�D r=l CNIM MMOX - IT TRUSS PLATFE INSTITUTE (TVI), FWW SWIL TRUSSM COPWNTARY FM KtL0m"WFlTJ!)WS' lica TIE TC DL 7.0 PSF DRVGA A 4 2 5 795
4
c_-:] r73 C-1 K No TANNOWItE9 OF THIS 0"Jul, r EXPWSS fA RKIM ALPIW IlPf,'. SET Imfl;01SIGN FOR FW fmillrAa 10.0 pSF ENG. D.A.W
CONKCITIA'S FW ~ACILWO FIRM GALMNIZE0 SIM, RE(TIM THE SPEtIfl. BRICING RFflUI0FnFW-9 W�J:Rf TTV ac DL OAG
tZ-3 1--D RIOUIR(M 41,OF F",fM F144r rAW A INF? PINT 70 GITAW IMFSS Me WTIOM Clqn" AW Wf FI&I, 81IF00
r)fmr I Z I 5;CTllIITWWGl OF" 70T.LD. 47.0 PSF D/A LCN- 39-0-0
I'V rW*W FW40 q'FH L 8C(IFTY ITT) IT)DUTH r RLES Or IMM AT LOTERMLY IT PNME4LY APPLIED
TRUSS f It :1;WSIGH, (TWERAIL IFICT45 tA lllr�U r,'FILINC,jT4T SWCL AT ARAM W
jk IT.
XINI' I Ur"'IFF nq!'44M r PITCH 4.0112
, err*W,olf)TI6 LIP fo 1_Mnf PIT rl ri�X M)M r
n—,,xv 14' otrVIN" li X, I I OW.FFC. 1.33
5rW w, OF I FIT qW to t .0.
-7 C, rJr)FIR11ITT!'r,F#4 rWRFrl',F f%#jyjPflj fFWIH UP If) I-, IF) O�T 0. C. ;K*MFrIjVrIT miNr 2 TypE HIP
2q.O"
TOP CHORD 2X4 50. PINE #2 DE14 KD
BOT CHORD 2X4 SO. PINE #2
WEBS 2X4 SO. PINE #3
This truss designed in accordance with TPI-78
HOLMES LUMBER COMPANY
A 6550 ROOSEVELT BLVD.
JACKSONVILLE, FLORIDA 322.10
I V n1v
2.5X4 1�.5X4 5X9
5x4
0 0
�b'
�W
2.5X4 3X8 2.5X4
5x7/spl. 5x8/spl.
39-0
SCALE -D.VSU
PLRTE TYPE--RLPINE FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR
U&M, Tit% W-EICIFIC11T[ONS RLIqSES RfgluiRF EKIRFM
FAF 1,,,fM jNG, rKr DESIGN CRIT TpI REF
GENERFIL NOTES Fm wwo Fm num WARNING r' �Tlnq
SF
JSF
C'-
-S
)SF
SF
C=3 c::3 c:71 mmcrmi FIRE FOLLOWEI)FM 71HE MASCS BUILT IN COMFORFMCE IN FOXING. SEE -%T ra- (MING WOW TC LL 30. PSF DATE
I I M
C= = VIIH 'MAIlT CONIMIL MMIJAL'IT 61PI , THEN IM-L BE W IMIJSSES: CommENTAR ANT)RFCO: W)- 05117179
— we"110
r= = C:= WMAMNTIE9 OF THIS 0"100. EVWSS IF IMPLIED. ALPINE GYPI.S[f THIS OESIGN FOR FIX)(110WIL 9VPECIRL ICArff TC OL 7.0 PSF DRWG- iih25 793
M,
= CM rMEMNS ARE nWACTUNFI)FIRM M GMMW CALWANIM STEEL FOXING Rr[M)TRUIFNIS. LN&ESS WHERVISF 6911
� I
UNLESS OIWRWI'W WM, MEETING MEMIREMNIS OF MIT" AM SFM, TOr CWM 4ftL ME LAURFUY OMCF0 HC OL 10.0 PSF ENG. - QCH'
C_ , _WAIN)w"
= GRMF A. "T COMMECIUMS 10 BOTH FACES Of EACH MAT FM 111H PWWFItY AtITICK0 R YMOM TOT.LO. q7.0 PSF O/R LEN
I PL
r---3 TIM = LOME PS SIVA. MOUNT;WIMM ARE q, M"?Wk MESS 10710M CIM0 WITH RIC.10 VILING On MmiNKC 01 39-0-0
OWN 'A Smm- 0"INSIMMOMSCM0MVItH AFrLICMF AT Wxlmum oF LIT'rFET D.C. 00 Nor irA MIS
IPMISTONS OF MS r? FM OF 148. X3104 VITH FIRE REF.' T.".LL,.,. OUR.FFIC. 1 .33 PITCH q.0/12
*-IPI - TMA"TE 114TITUTE. WS-NATIONAL DESISM SPECIFIEVION FOR VOM CL16=M�LCTID�ri spmm 24.0" TYPE
TOP CHORD 2X 4 90, PINE 2 Dense KD
BOT CHORD 2X 4 SO. PINE 2 Dense KD
WEBS 2X 4 SO. PINE #3
This truss designed in accordance with TPI-78
A HOLMES LUMBER COMPANY
'6550 ROOSEVELT BLVD.
JACKSONVILLE, FLORIDA 32-2.1
2x4 no
-0
3X4 5XG 5XID
I rh I
L I
2Xq
12 12
4F-' - 4.00 3X71
5X8 3X8 5 x B
3x6 no
Spl .
PLATE TYPE--PLPINE
17-3 17-3 17-1 GENERFIL NOTES ---Lwm rw vFtrrjEmyiw im WRRNING --- mums w,w-,q wenriF DESIGN C REF
r- jH's INSID,FLa LINKA TIM R-PINE ILOWUM ME I'TILLOWM. FW EXTREM r.rWIE M TC LL 30.0 P9F
P
'T
C= c-_] 1=1 0 0 PSF DKE 5/1U.7.
0 PSF
0 PSF
0 PSF
WE" THE TMJS%! FWW NUAT 10 COWMF*CF VIIN WRITY MMIW,, FOR GUJAW.E, 9FT 'PKIM;"M 7
1 0
9 7
1 33
0
cm C-71 CON1111111 VW*A" * IT 11111M FUff 10811TOTE (TPI), FWK-AWL TRUS71! r0rW4TMRf W RIFTWENMIlf415- "04TI14CA-TIE TC OL 7.0 PSF ORVG,A 4 2 5 13
E r-:3 17-7�3 VE NO W"qMfttq OF ?"Fr 0`316k, FVWSS ON IWIED. FN,FIW IrPI). qFF THM MqIIIN FM FINT "(110141 No 91,
1�vmwcmlr W WAAWKIWO FIM W"ININD STM PKIFT1019 IK 71MR. flancloc.Nfullweir-ws vifaf for BC DL 10.0 PSF ENG. A.N./OAG
r 1",Ifimmr,ar rim#"qs ilm P. lity Fw ?o rim ljwrs ltpn mnrrr)m D#" FIRE W)T I'L&LY @Wff0 11TArl v
I - 0
n I"�RU IV, %~06'1"L BE WM ItO TO TWA"v Wf S or Mils R I I AlEfIrl IJ eT WPE41,1 OI`PtIF0 VIEW01W TOT.LD. V.0 PSF O/R LEN, 39-0-
I- TM�S FFCH JOINT, jrX-I fr%am(p luls OESMA. OWIn-L
E-- TMES M "A RIGIO MI.ING, TIIEY SHRI. OF MW-I`O Of OUR.FPC. 1.33 PITCH �q�.10)il 21
ns"PF 4- Lflula,IMi END. B(MIN4 1110114%UP TO Ill'PM W ;� 1114)(IMPI'l SPTV:)W OF I FrFT APIO l4ro ivAc'
(--7 C-1 I)CEDI'MMITIM M IWWn� (NOWFOI. IFWTgtF TO 11% IF) FFFT f) r- RI'll'frTlYFLY. qpRc i NG 24-0" TYPE
FOR OFFICE USE ONLY
Date------ 6�......................19
CITY OF ATLANTIC BEACH Permit #30,e I�.(O......Fee
Valuation $....4�_
'4S ..................
FLORIDA House #.t5W ... ..
'y.Z)L....��n
............. ......
APPLICATION FOR BUILDING PERMIT Z12-) Zin-'4
.......(0..Ln....
...........................................
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 verihed.
Date.../0.....6..............................................1 19.
New M.F�-r .... .......
- --------------- ---------_--1!�. ...... ;5 - !,a './
Owner... ----_----_-----------------------.-Addre e....17APEW014.)...Telephone Na..S.Y: _44
Architect...............................................................................................Address,...........................................................Telephone No.............................
ContractorBuilder-_-------- .........................................Address............................................................Telephone No------------_-----------
Lot No.......a.3................................Block No----------4Z--------------Sub Division......... ......%1!�_ .y---------------- ..........Zone................
-----------................................................Street----__-------.........Side Between.....................................................and......................................................sts.
Valuation $.5'101 14.41........For what purpose will building be use401,41420_.A4w#"_Vype of constructiongRa-F6 �_-.M_ 404
�V 4r' r V �._Ar f 16 ##
Dimensions of Building---_6---A!�e�------------Dimensions of Lot-_;RX." 00#..........................Size of Footings........8.1t-)....................
Size of Piers---..........—-----------------�Size of Sills----------*...........------Greatest Sill Span in ft.......?:=.............Type Roof.X&O 4.1p........
How will Building be Heated?_er_APTRWA�-----Il"T---f-At .....Will Building be on Solid or Filled Ground?.....X"I.AD...............
Size of Ceiling Joists------------%--—------------------------ Distance on Centers............................................ Greatest Span------------............................. Pr
Size of Floor Joists-----------�%-—-----------------............Distance on Centers........... . ...................... Greatest Span.......................................
Size of -------------------------- Distance on Centers------42. /00..................... Greatest Span.........319../....................
This rectangle is to represent the lot.
Locate the building or buildings in the
right position. Give distance In feet from
all lot-lines and existing buildings.
AC REAR LOT LINE
Two copies of plans and speclitio
be submitted with application.
Inspections required.
1. When steel is in place andWY QAxATIANTIC B
2. When steel is in place and ready to pour columns and/o
3. When steel is in place and ready to pour beam.
4. When framing Is completed. or
5. When rough plumbing is completed,-and ready to cover up.
APPRONJED
6. When septic tank drain field or sewer is laid but beb"ib,os M- 8FACH
7. Electrical inspection by City of Jacksonville. Bull NG OFFICE W
8. Final inspection.
Note: In case of any rejection,re-inspection MUST be called r
corrections are made.
FRONT OFJ LOT
In consideration of permit given for doing the wc ilf we hereby agree to perform said
work in accordance with the attached plans and -ationst are a part hereof, d In accordance with the building
regulations of the City,41NAtIantIqXea4. &,o&,e,^nr4lD8 W' -r
Signature of Builder* _2:0
6k........t-"OOW4................................... Address.0 W. 0----- F&ffl'&rft--J0----AW-V-----5............
Signatureof Owner.................................................................a................ Address....................................................................................................
Mf OF ATLANTIC 2EACh
60
VA t
c"
STER
EU41011 OR
17PE OF BullmVic-
or swM-,
SURGEARS BINK (3 units;
(3 REM SM TBUMS)
SINK ANO TRAV (5 units) SINX TRAP STANA (3 units)
ONO my wipap") uadq�
paomm, mmoo jo,
DENTIL UNIT OR %plool larts)"
, .-JENIAL LAVAEORY (I WALL th 14 VMO
till MINAL SYM, VASM00 (4 units!
DAYOKING FUMAIM
ON
URINAL TRDUQH EACM T-Ff. SECTIO
units
DRAINS (I
SINK Q uphs) �jlkfmync mgmimc REV (3 uplosli
WASH SINK EACH SET OF FAUM
jJ00SM SXMX WOOD WASTr-, "--? units
ATTER CLOSEFS, TANK OP 14 units)
_-JAMAITRY (I My,: CLOSETS, VAUVE OP 0 obts)
LAMM, BARBER, BEA171 PAMI�
LAMMURY TPA! (2 wits)
DEPARTMENT OF BUILDING 4529
CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO..
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
DateA)ctoher_2_q_19W_
Valuation$21umbing Fees 9-00
This pennit not valid until above fee has been paid to City Treasurer, and is
subject to revocation for violation of applicable provisions of few.
This is to certify that Don Harris Plumbing Co.
has permission tub,2 closets,
I shwoer,l water heater,1 washnig Machine.
Classification RA24-d-asaltal __zo e
Owned New Met
23 2 Sea Spray
Lot Block— S/D
House No 597 Cruiser Lanis
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
4 10 4-10- 0 Building material, rubbish and debris
from this work must not be placed in
public space, and must be cleared up
and hailed away by either contractor
or owner.
Bill M. Davis �i-OU
91100CATP
441 1 A " $
.':� BiIdi;g1XAffif'9n
ff 2r:
4 It d
FOR OFFICE PERMIT CONTRACTOR
USE ONLY NUMBER DATE
PLUMBING
ELECTRICAL
SEWER
WATER
CITY OF ATIANTIC BEACH
APPLICATION POR PLUMBING PEI:WT
Da,
Location.
Plu-rbijjq Firm 0
Master Piz
City/County Occupational License No.
State Certificate No.— - boo- L
Builder or Contractor
Type of Building
__LSINKS-
I-AVATORY VLATER, HEATERS
BATH TUBS DISILZ%SBERS
URINALS DISPOSALS
CLOSETS MSHING MACHINE
FLOOR DRAINS
OTHER
—9-TOTAL FDnU:ZF, COUNT
INSTALTATION OF PLUMBING AND FIMTRES MUST BE IN ACCORDANCE WITH THE MST
RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
-------------
Wool" '
40"
T3frl
WO
OF-PARTMIE14T OF BUILDING 4506
CITY OF',ATLANTIC BEACH, FLORIDA PERMIT NO.
PERMMTO BUILD
THIS PERMlit MUST BE POSTED ON JOB
Dat� 10/
Valuation 6.3.85"l Fee S 164.21
This permit not valid until above fee has been paid to City Treasurer, and is
subject to revocation for violation of applicable provisions of law.
This is to certify that New Met Co.
has permission to build a saingle family dwP]Ii-n5Z QCCrirdjnA tn plan-C
submitted. No similar dwelling 500' from each other)_
Classification Residential 7.nne'-
Owned by New Met Co.
Lot 23 Block 2 S/D Sea Spray
House No 522 Cruiser Lane
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
.4 0. 4-10- 0 Building material, rubbish and debris
Zfrom this work must not be placed in
public space, and must be cleared up
and hatiled away by either contractor
or owner. I�"4'92 I TL
Bill 14. .Davis 164*0 1010
I ;� I o/14/0
Building 01"Mc 45
USE ONLY NUMBER 66
FOR OFFICE PERMIT DATE CONTRACTOR 6 1
PLUMBING
ELECTRICAL
SEWER
WATER
low,
FLORIDA MODEL ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
BOB GRAHAM SECTION 9 GOVERNORS ENERGY OFFICE
GOVERNOR LEX HESTER.DRECTOR
POINTS METHOD
PREPARED BY:BRABHAIV, KUHNS DEBAY-CONSULTING ENGINEERS .01
...mow�
LPROJECT NAME -75006y CROWN INSULATION, INC.
ROJ' c
AND NUMBER 2903 Burke St.
BUILDER 904-387-5572
OW
OWNER [Prepared By:
STATISTICAL DATA
ZONE, FLOOR AREA ROOF R-VALUE HEATING SYSTEM TYPE
17e
sqft R- STRIP, [OIHTPUMP;[Jl GAS- Q OIL$ SOLAR-
EPI WALL AREA WALLR-\ALUE HOT WATER SYSTEM TYPE
101V R-MI JELECTRICtZ HT REC.:0 GAS$ 0 OIL- [3TsOLAR, C3
zasctf t
AJC SYSTEM GLASS AREA WALL CONSTRUCTION NUMBE OF UNITS PER STRUCTURE
EER-7 )W,_75q.fI.j CBS- FRAME- 0 SING.FAM.--Ul-DUPLEX: [3 JTRIPLEX' El I OVER 3 C3
THIS DATA TO BE SENT TO THE GOVERNOA'S ENERGY OFFICE
TOTAL HOUSE POINTS CERTIFIED BY
EPI- 610,
DATE
%,Fewor total points mean greater snorgy savings. 11
SOLAR WATER HEATER CALCULATION
NUMBER OF BEDROOMS IN HOUSE
HOT WATER TANK CAPACITY
TANK CAPACITY PER BEDROOM(=tank capacity-i.number of bedrooms)
DCR OF COLLECTOR (dolly collection rate in Btu% at 122*F,from Mfr-data)
DCR PER BEDROOM (=DC R-. number of bedrooms)
HOT WATER POINTS (from toble9c)
�LAItoch copy of collector rating certificate. Collector must be mounted vAthin 300 of south.
HEAT RECOVERY UNIT CALCUL&TI
NUMBER OF BEDROOMS IN HOUSE X.
%4OT WATER TANK CAPACITY
-ANK CAPACITY PER BEDROOM (-tank capacity - number of bedrooms)
HRU CERTIFIED RATING (in Btuh per ton)
BACK-UP SYSTEM (electric or gas)
HOT WATER POINTS ( from table 9c)
�A"och cq_p_y_qt_H_gUs_ rating certificate indicating output n Btuh/ton when operating with proposed_A/C systam.- Od'
B-1
FLORIDA MODEL ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
r HOUSE POINTS CALCULATION
to..FORM 900-123 ZONES-123
WINTER WGROSS SUMMER 1.0.�SL
NTER
COMPONENT AREA-TW-PM POINTRS11 COMPONENT AREA SPM
w RO-23 31s4 w RO-29 l6s2
aw '4 R3-3.9 w R3-3.9
U JrjV;;z, 8 s 3 Elc, 1019
0 it 1101
_3 R4-52 L) 0 R4-5.9 919
z lSo6 z -j
0 0 CD
U ' JR6aup 13ol -�-6a up 9@2
w�d cr. R 0-10.9 26ol RO-IQ9 20sO
m2w RII-183 7o8 22ww R11-18.9 -37�-7 9.2
<crw 2ms
co z <Crz
w Rigaup 4* 9 cr-in w Rigaup S@6
LL GO> LLCIO>-
cn SOLID WOOD '9- 7 247.7, Cn SOLID WOOD 3-7 36.4
cc INSULATED R5 23SsS INSULATED R5 l4oS
0
0 STORM DOOR 124s4 0 STORM DOOR 29sO
0
STORM DOOR R5 I -5TORM DOOR R5 , ls6
R 0-10.9 63s4 RO-10.9 32*9
R11-18.9 8s3 R11-18.9 8#8
w R19-21.9 1170 S 10 R19-213 SIS
0 R22-29.9 4@1 R22-29.9 540
z z z
z R3oaup 3@3 n R30auP 3#71
R 0-5.9 6394 -J RO-52 32e9
co
w 2 R6-7.9 l4o2 w m 2 R6-Z9 14s9
F-
R8-9.9 1019 R8-9.9 lls3
w RIO-11.9 9*2 0 RIO-11.9 98sl
-j 0
0 z R 12-18.9 60 . CD z .R 12-18.9 7o0
Z 3
rn R19aUP sool 4W U) IRigaup__ SISI
R 0-65,9 1sts RO-6.9 4s8
w 0
0 R7-10.9 6's S w R7-KX9 2ol
3:
a.
(n x
R11-183 Soh, 0- R11-183
Riga up cr
4.,01 lRigaup ls3
0 0
z RO-2.9 19,4 w RO-2.9 hiol
0 w 0 1-- -
U R3-5.9 1294 W R3-5.9 3@7
z w -j z
tj. =1 fr.
R6-10.9 9@3 L) R6-10L9 2o6
cr z z
R11-18.9 6s2 w R 11-18.9 2@2
0 > 0
0 Rigaup 4e4 0 U R19aUp 1661
jw B-2 4W16
w ir I EDGE INSULATICN PERIME I E R W P K1 Gwp
w 0;
...........
-cVw_)j cop Ir R6 a UP 46s4
49 �_ R 0 – 2.9 92. 7
cc w
R 3 5.9 69sS
z
SINGLE DOUBLE
R AREA SINGLEDOUBLE WOF GWP OR AREA SOF GSP
CLR. TIN. CLR. TIT
N 1S.7,4 120s8 N 146 123 120 101
NE 1S7 a 4.120,8 NE 221 186 190 1S9
' E q2ES 1 S 7.4 12 0 s 8 E_ CT25 28-9 242 2S1 209 P
SE 1S7@4 120s8 SE 1261 219 226 189
T 157s4 120s8 s 1911 160 -160 134
sw 1S7@4 120,8 SW 261 219 226 189
W V.3:41S7,4 120,8
NW 12�1 < W ';3q. 289 242 2S1 209
1S7s4 120@8 �W 221 186 1q0 MCI
–J H 46s4 79@3 _j H 1489 408143 3601
(D
(S-J5 0574
I 19t
Hz HORIZONTAL GLASS GHTS) FO -ASS SEE SEC.902.2(d
C--FA'LGROSS WINTER POINTS TOT7C GROSS SUMMER POINTS
I— I"FIBERGLASS 1.15 1"FIBERGLASS 1. 15 6q-7
1�.=12 0 P CL 1.5"FIBERGLASS 1.12
1.0 0
DUCT IN COND.SP DUCT IN COND. SP 1.00
L
1.5"FIBERGLASS —
1.00
"Romp"
"H M from table 9A _��x IqCf�'Z) 11 CSM from table 9B (pq7254��x
44W
(FLOOR EA (DIVIDE) FLOOR AREA (DIVIDE) IV.W7'5+
Aw
L WINTER POINTS (WP) _,=,U=SUMMER POINTS (SP) _Ml
CCRLEDIT POINTS' CEILING FANS MULTIZONE A/C VENTILATION OTHER TOTAL CP_
IT PO
f f rom
rom table 9D NOT MORE THAN 10 TOTAL CREDIT POINTS.
LENALTY POINTS Wall IN COND. ERABLE WINDOWSr, OTHER TOTAL PP
am table 9E
fpr"
0 RM900-1 3 TOTALS ZONES-123
I
rWINTER POINTS SUMMER POINTS VWER P( r POINTSTPENALTY POINTS
;5� tE I p I
-$5) (cr3 _�3770
FEWER TOTAL POINTS ARE ENCOURAGED FOR MAXIMUM ENERGY SAVINGS
Z"900-123 ZONES-123)
WIN TER OVERHANG FACTOR '"--9F SUMMER OVERHANG FACTORS (SO F)
FEET N NE E SE I S SW W NW FEE-r N NE E SE I S SW W NW
0--99 1s000s98 0,99 004 0013*82 @93 1*0111 0-29 lsOOLsOO 1 1 1100 110011 -11
1s000.98 0,99 LLM 0,73 3.da aLa JLal 1-1.99 1,00L900 0,99 0 9 98 0,97 0,98 0 s 99 , ,
2-2.99 1*00 0@98 0:M-0j-72 0 e 76 1 JLaL 2-2-99 .111 0,980*94 Os92 0v91 0*920v94 qA
3-3.99 1, 10,98 0 99 U;-8-1-0;:9 8 s 4 1s00 3-3.99 1s001 scIESAK]s891 @86, 098S10s860e89 0#95
4-499 is 10,98 0 s 99 0 a 84 0,83 a 9 0994 jua 4-499 091 84,0,_M n 8P 984
_LLL80 984 0s91
5-5.99 ll josqq le001 098710s87 s92 099S JvQQ 5-5.99 1 s[10 @ .76 s79 Ov88
0
0
0
0
7
8
6
3 NF
FE61T
0_.99 i
'8,4
87 019 76
7 7S 0"8S
70 72
s
S jn_
6m6e99 ILM 0 s 99 1s001 0sCU10s9Q 99310s96 1,[U 6-699 0,990s8S 7 0173 0178Q@73 s7S 068S
7-799 1.00 0,99 1.0010.9310-94 s9610s97 1s00 -r-7.99 Oo990s83 v72 000 0*77 000 0210a83
8-8.99 11 Cl a 199 11al M n,CgEs I n.cA H-� 8-829 Os990s8l n.�,8 n.77 970 0s81
9-9-99 1@0111#00 1900 0s9711o98 s98 Oe98 1s00 9-9.99 0#98 Us 068lOs6710*7610967 968 0s79
0 6
iO
10-10.99 1900 1600 1,00 0899[32 1 199 0199 I's V-1099 .11998 0*77 9'6610,6610,76lOo66 s66 0072
110011000 10001111003 000 19110 1*00 11-11.99 Os97 Os76 s6410:6410*7610s64 @64 006
lII!%UP ism - 1 0 0*75
128 up FO a 9-7 10,7S -o6310 6410@7610v64
9A HEATING SYSTEM MULTIPLIER (H S M)
HEAT PUMP COP 2.0-2.19 12.2-59 2.4-2.5912.6-27912.8-2.99 13.0-3.19 13.2-E39*UP
HSM 0.50 1 0.115 0.42 -j 0.38 1 0.36 1 0.33 1 0.31 0.29
SOLAR HEAT (1-%CAPACITY)X (BACKUP SYSTEM HSM)
GAS HEAT 0.50
OIL HEAT 0.70
ELECTRIC STRIP HEAT 1.00
9 B COOLING SYSTEM MULTIPLIER (CSM)
EER 6.".99170-7.49 75-7.99 8.0-tt4918.5-89919.0-c)4919.5-9.991100-40.491105-10.991 11.0-11.99 12! P
ELECTRIC - 9P
CSM 1.00 1 0.93 , 0.87 OJ-I 1 0.76 1 0.72 0.68 1 0.65 1 0.652 1 0.59 0.54
COP 040-0.44 045-0.49 0.50-0 5 ±0.515.0-90.59 0.60-065 0.65-0.69 0.70 a UP
GAS CSM 1.50 1.25 120 1.00 .92 .89
Its. Note,EER a cooling mods COP x 3.413*ARI ra led cooling output in Btuh+lot al w offs consumed.
1,9C HOT WATER CREDIT POINTS (HWP)
Eh&CTRI 040
GAS 7-1110
MINIMUM CERTIFIED DCR OF 6.000 BTU PER BEDROOM AND 15 GALLONS STORAGE PER BEDROOM 16sS
SOLAR MINIMUM CERTIFIED DCR OF 9POO BTU PER BEDROOM AND 20 GALLONS STORAGE PER BEDROOM 19* 3
WINIMUM CERTIFIED OCR OF 12,000 BTU PER BEDROOM AND 27 GALLONS STORAGE PER BEDROOM 20*6
AJC HEAT MINIMUM CERTIFIED RATING OF 1500 BTUH/TON F- 1318
RECOVERY -MUM CERTIFIED RATING OF 2500 BTUH/TON I 1S11
UNIT Minimum hot water sloroqe ank with HRU-40 gallons
_L_
Note,0311y collection rate (DCR)Is measured at 1220F using FSEC Standard Florida Solar Day
SPECIAL DESIGN CREDIT POINTS C P)
FCEILING FANS IN CONDITIONED SPACE-5POINTS MAX. I PER FAN
Si
M MULTIZOENING A/C(Zones must be separated by operable door.)-5 POINTS MAX.PER RESIDENCE 5
U ILI IZO -A
LT r
W OWS 0
INDOWS ON TWO OR MORE SIDES OF A ROOM (Excluding Inoperable or corner windows and bathrooms.)-5 POINTS MAX. I PER F' A
F9E SPECIAL DESIGN PENALTY POINTS ( PP )
WASHER (k DRYER IN CONDITIONED SPACE. 3
W
MAXIMUM OPENING OF GLASS LESS THAN 4 0%OF TOTAL GLASS.AREA
B-4
7Z2
jog
,c P
R Value Needed Z Glass Area R Valup Needed., 7, Class A. (:a
77
TO
4. 1 —�'.43
3.b
5.0 4.2
IS-4 4.
3
-2'2 4.
6 23 4. 3
24 4.5
7
pea(%, �Wzr 11,21K looc%41" 7" oll
4�K
2 2�`
xz COA? _-q,leg
'lAoo"
71OLO
5
WdZ4 A-�1974"ZIA4 Z-1 6--'. I.-Y
CITY OF A��IC BEACH
APPLICATION FOR SEWER 001Z=IONS
ACCOUNT
DATE 7 :]�7 -SLI
LOCATION- 5�;?r2
LOT' NO. ;:?�3 BLOCK NO. ,2 SUBDIVISION
MZR 7
TYPE OF BUILDING3
MASTER PLUMBER
DATE
INSPECTED BY
CITY OF ATLANTIC BEACH
APPLICATION FOR WATER CLII-IN
APPLICATICN IS FDMEBY NADE FOR WATER CUTL-IN AT
THE MLLOWING ADDRESS FOR UNIT (S)
CUT—IN CHARGE OF
STREET NO.
S UB D IVI S ION-AL�
ACCOUNT NO.
NASTER PLUMBER
NAILING ADDRESS
DATE
NETER No.
DATE INSTALLED
Ckc
DEPARTMENT OF BUILDING PERMIT No.4752
CITY OF ATLANTIC BEACH,FLORIDA
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
Date JUNE 29, --19 3J—
Valuation s. 750-00 —Fee$ 5.00
This permit not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation of applicable provisions of law,
This is to certify that CHARLES L- SCOTT
522 CRUSER LANE. ATLANTIC BEACH FLORIDA 32233.
has permission to build and install a 6' FEET HIGH FENCE CYPRESS.
_AS PT.AN.-, 1.qjjBMT=R1)- PER RONNTF VT qTA
Classification 61 FENCE ADDITION _Zone RESIDENTIAL Rnp
COTT. 522 CRUSER LANE- ATUMIC B9=7W/8
Owned by CHARLES L. S
75 OOCAC
Lot Block #2 P OF;-f 1 2 ,
House No.r,*),7 Cjtjj9R9. LANE- All-ANITC ARACM PIA)RTIIA 12113 crin
According to approved plans which are part of this permit
NOTICE�7-AL,.', ONCRETE FORMS
E/A
- L
AND FOOT GS' MUST BE IN-
T
SPECTED B, RE POURING.
_P M
ERME OID SIX MONTHS
AF DATE OF ISSUE
;U al
0 Buildin aterial rubbish and debris
-24 from this'work must not be placed
in public space, and must be cleared
up and hauled away by either con.
! It
WTTN8' MY-MANAC-ER,
CAU F. STTJCKI
Building Official.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
WER
FOR OFFICE USE ONLY
"FAILURE TO COMPLY WITH THE MECHANIC 0S Date..... ..............19
LIEN LAW CAN RESULT IN THE PROPERTY Permit #...V-7 .Fee
OWNER PAYING f*TYC1PfeVM UTIMACH Valuation $....M to
------------------*......
NPROVEMENTS.P1 FLORIDA House
APPLICATION FOR BUILDING PERMIT
............................................................................
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 Atlaniie 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 verihed.
Date.....................................................................1 19............
Owner.... —---------------Addre,,...4�23 Crc.-t(%Se_r_,L;1...Telephone
............................................-
Architect----_-_------_---.................................. -----------------_-----...Address,.........................................................Telephone No..........-------------_---
Contractor Builder..........---------------------------------------- ------_------------Address...........................................----------------Telephone No--------------_-------
Lot No._------;2_4-----------------------------Block No------4F;;k_--------------Sub Division....... e r a,, _?
........ - --_------------_----- Zone_�..Z.X.3_
------------------------------------------------------....Street_-.-------------------Bide Between............................... ...............a Z...................................................Sto.
Valuation $-------r2 __-d—W.__.For what purpose will building be used...............__------------------_Type of construction-----Fehize--------
.............. ....
Dimensions of Building---------- ........Dimensions of Lot------................................................Size of Footings----.................. ---------
Size of Piers----_----------------------------Size of Sills.-------_.....--------------Greatest Sill Span in ft...........-------------_Type Roof_...................................
How will Building be Heated?-------------------------------------------------------......Will Building be on Solid or Filled Ground?......................................
Size of Ceiling Joists----------------------------___...... Distance on Centers............................................, Greatest Span........................................... *1
Size of Floor Joists..... -------------------------------------Distance on Centers-........ ----_-----------_------...... Greatest Span-......._................................. "
Size of Rafters__------------__--------------__--------- Distance on Centers........ .............-------------------, Greatest Span............................................ tv
APPRoVED This rectangle is to represent the lot.
CITY OF ATLANTIC BEACU Locate the building or buildings in the
BUIL-DING OFFICE right position. Give distance in feet from
all lot-lines and existing buildings.
Two copies of plans and specifications shall JUN 2 9 1981 REAR LOT LINE
be submitted with application.
Inspections required. B'
1. When steel is in place and ready to pour footing. 11�9� W 5 e e
2. When steel is in place and ready to pour columns and/or lintel.
3. When steel is in place and ready to pour beam.
4. When framing Is completed.
5. When rough plumbing is completed,and ready to cover up.
6. When septic tank drain field or sewer is laid but before it is covered. Q
7. Electrical inspection by City of Jacksonville.
8. Final inspection.
Note: In case of any rejection,re-inspection MUST be called for after
corrections are made.
FRONT OF LOT
In consideration of permit given for doing the work as described in the above statement, we hereby agree to perforin said
work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building
regulations of the City of Atlantic Beach.
Signature of Builder...... Address..........................__.........
------------*-----------I-------*-------
Signature of Owner----- .............................. ........./-----_-_----_- Address.....S.22- (f I
.....................................................4'.o.,.........................
CITY OF. ATLANTIC BEACH
716 OtEAN BOULEVARD
ATLANTIC BEACH, FLORIDA
ADDENDUM TO BUILDING PLAN
I Building Location:
2. The attached plan fo'r the above building is approved subject to meeting the following
applicable construction requirements:
a. Footings shall be continuous monolithic concrete under exterior walls, reinforced
with two 5/8" deformed reinforcing rods for one-story bui'ldings and three 5/8"
deformed reinforcing rods for two-story buildings. Reinforcing rods shall be
placed in the lower one-third of the footings, properly placed and fastened on
metal cables with wire. Footings shall be si'x inches wider on each side than the
wall above, shall be at least eight inches thick and shall rest on firm soil at
least twelve inches below undisturbed soil .
b. In hollow masonry unit construction, each unit cell shall be reinforced with at
least on No. 4 bar at al-I-conrners, poured and tamped with concrete; such rein-
forcing shall be properly tied into the footing and spandral beam.
C. All wood truss rafters (roof construction) , shall be securely fastened to the
exterior walls with approved hurricane anchors or clips.
d. Construction of nearby one-family dwellings, which are duplicates or intensely
similar, shall be avoided. Such similarity considers the external configuration
and appearance (i . e. , roof, outer wall materials, window size and design, and
other like characteristics) of structures. In accord with the foregoing, similar
and shall be at least 500 feet apart if any one similar dwelling is visi"ble from
any other similar dwelling.
e. The final connection between the house plumb.ing drain and the sewerzservice
connection (at the property line) must be inspected by the City before being
covered.
City Manager
he undersigned hereby certifies that he has read the above and understands that this
ddendum takes precedence over any contrary details to the plans and specifications and
grees to comply with the intent of this addendum.
Contractor/Owner
Date
N,,,i,AP SHOWING SURVEY OF
LOT-2-3 BLOCK AS SHOWN ON N,iAI:D OF
AS I,- ECOR DED IN PLAT ROOK HJULIC IRLCU�D'-, OF DUVAL CO , F LA
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_.,g 174,
5,2-
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tn
141
5- ,:� 70
APPROVED
CITY OF ATLANTIC BEACH
BUILDING OFFICE
JUN 2 9 1981
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