BEACHSIDE CT 1869 JOBt 3159 #248 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR
TOP CHORD 2X4 SO. PINE *2 DEN 19% THIS TRUSS IS DESIGNED TO BE USED ON AS ENCLOSED BUILDING
SOT CHORD 2X4 SO. PINE *2 DEN 19X USING THE 1986 AMENDMENTS TO THE 1985 STANDARD BUILDING
WEBS 2X4 SO. PINE *3 19X CODE. DESIGN WIND SPEED IS IIH MPH AT 35.80' MEAN HEIGHT 0
FR6M
THIS TRUSS MAY NOT BE LOCATED WITHIN A 4 .5' END ZONE
UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION THE EDGE OF THE ROOF , r-n
F CID
UPLIFT LOADSs 1090* 940*
X - LOCATION: 2-08-00 31-07-12 NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM co
CHORD BRACING @ 24' MAX. O.C. REQUIRED. ATTACH WITH co
NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING CD
r\j
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL -Ij
TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE CD
CD
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SUPPORT BY ERECTION CONTRACTOR.
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - TC X-LOC L-R: 9.00 6.02 11 .51 17 .Hl 22.50 26.93 31 .35
SINGLE CUT WEB *-BCtl ,8 ;2 ENDSz2,4.6 , 12, 12 BC X-LOC L-R: 0.20a 2.81 6.02 11 .51 17.2(1 22.5ja 26. 93
31 .35
lX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH 12) 8d NAILS. BRACING BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TO INSURE P�OPER ERECTION.
SUITABLE SUPPORT BY ERECTION CONTRACTOR. 34
END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 12
6.0
REFER TO DRAo�INGS A103 AND A104 FOR OVERHANG DETAILS, 2q
ALL TOP CHO�b SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE
LOCATED 'IT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL lroLlucccl by
POINT (,wITHII�, 1211) AND SHOULD NOT OCCUR 45 +1 GRtl�;GER & So _,
,IS,
IN PANELS NEAT-TO A PANEL POINT SPLICE. 2 1 q
11 1180 S011d, Lane
-0. K-
Ph one 7 9,
, I ,
7-0-7 Jacksc),jv-1
24
46
�3 27 34
26 24
2-0-0 2 8_0
O.H/ 1 22-6-0 -1 9-1 -12
R-1619# V- 3.50" 31-7-12 OVER 2 SUPPORTS R-13294 V- 3.50"
PLATE TYPE--WOODLOC SEON-203955 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.2.6 0-IR7
ALPINE ENGINEERED IRCIDUCTS, INC. TRUSSES REOUIRE EXTREME CARE DESIGN CRIT Tpj REF R159-897
**IMPORTRNT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HsNOLINGr ERECTION AND
DEYIATIOW FROM THESE SPECIFICATIONS OR PINI OEYJATION FROM BRRCING.SEE -aWT-76-,(BRRCING �000 TRUSSES:
C= 00N a TC LL 30.0 PSF DATE 0 1�27ku_
THIS DESIGN DR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTRRI AND RECOMMENDFIT IONS--TP I). SEE
WITH THE "DUALITY CONTROL rANUAL' BY Tpl. ALPINE CONNECTORS THIS DESIGN FDA FOCITIONRL SPECIAL PERmA-
wt, TC OL 7.0 PSF DRVG HCUSR159 88027001
C= %
ARE MANLIFACTLRED FROM 20 GAUGE GALVANIZED SIEEL UNLESS NEWT BRACING REOUIREMENIS. UNLESS OTHERWISE V4 t P
OTHERWISE SHOWN, MEETING RECUIREMENTS OF ASIA A446 GRACE R. SHOWN, TOP CHORD SHALL BE LFTERFLLY BRACED m. 34794 BC DL 10.0 PSF HC-ENG
LPINE
APPLI COWNECTORS TO BOTH FPCES AT EACH GINT RNO LOCATE AS WITH PRDPERLY ATTACHED "-YWOOO SHERIHING, 0 PSF O/R L
SHOWN. KARIkG W107HS ARE 4- NOMINFL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGII 1EILING OR URRG -7-12
TOT.LD. 47 . EN. 31
C= I G
T�R AUS 3 DESIGN SrPJCIM CONFORM WITH PPPLICRBLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE THNI OUR.FRC. 1 .33 PITCH 6. 0/12
s "I.,
-NDS AND *TPI (PCT) DESIGN �ITH FIRE RETARDANT TREPTED LUMBER. vo, "
C— C:= = = - -0
.. .......... o--TPI - TRUSS PLATE INSTITUTE, NOS - NqTIONRL DESIGN SPECIFICATION FOR lcf)o CON5T_RUcIIUN SPACING 24 1 TYPE COMN
JOBt 3163 *249 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR
TOP CHORD 2X6 SO. PINE *1 DKO 15K, EXCEPT AS SHOWN TC X-LOC L-Rt 0.29 3.68 6.38 Il .ffff 15.62 18.32 21 .71
'D
0' C 0 P
BOT CHORD 2X6 SO. PINE *2 KD 15%
OT C W 0 BS C:
WEBS 2X4 So. PINE #3 19% BC X-LOC L-R: 0.29 6.56 11 .09 15.44 21 .71 En
;a
X
F,TI-2X4 SO. PINE #2 DEN 19% SINGLE CUT WEB #-TC: 1 ,7 ;2 ENDS:2,4,6
r_n
co
NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY CO
co
1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12" ) AND 0
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE.
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. -4
C:)
SEE DRAWING 13ff FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED CD
PURLINS SPACED AT A MAXIMUM OF 24" O.C. 01
REFER TO DRAWINGS W103 AND Wljg4R FOR OVERHANG DETAILS.
FOR THE HIP TRUSSES SPACED @ 24" D.C. BEHIND THE 11 HIP, USE A SINGLE
+ PROVIDE CONNECTION �OR 1515# UPLIFT. ANCHORAGE MUST BE CONTINUOUS PLY #1 HIP. EXTEND THE TOP CHORD OF EACH HIP TRUSS AND JACK AND CONNECT
TO THE FOUNDATION. TO THE HIP RAFTER. ALL TOP CHORD EXTENSIONS OF HIPS AND JACKS MUST BE
#1 HIP DESIGNED TO SUPPORT 8'0" JACKS WITH NO WEBS. SUPPORTED BY CRIPPLES 0 4' D.C. INTERVALS PARALLEL TO THE MEMBER, THE
HIP RAFTER IS TO BE SUPPORTED BY A CRIPPLE @ 51811 INTERVALS PARALLEL
THIS TRUSS IS DESIGNED TO bE USED ON AN ENCLOSED BUILDING USING TO THE MEMBER. BRACE THE FLAT TOP CHORD WITH 2x4 #3 HEM-FIR OR BETTER
THE 86 AMENDMENTS TO THE 85 STANDARD BUILDING CODE. DESIGN CONTINUOUS LATERAL BRACING @ 24" D.C. FASTEN THE BRACE TO EACH CHORD
WIND SPEED IS 110 MPH AT 0-30- MEAN HEIGHT. WITH (2)16D NAILS.
13 46 4r,-el Produced 'BY
TL 7.rVA�GET� & '�[�'ONS'
6.00 13 3180 South Lane A',7e'lue
__t I i 6
Phone 78T
Florid"
26 T1 26
26 29 56 29 26
6-6-3 8-11-10 6-6-3 2-0-0
O.H.
-22-0-D OVER 2 SUPPORTS
R-23504 W- 3.0" R-235D4 W- 3.5D"
PLRTE TYPE--WOODLOC SEON-203960 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.2.8 SME -0.3750
w� ALPINE ENGINEERED PRODUCTS, ING TRUSSES REQUIRE EXTREME CARE DESIGN C REF R 159
**IMPDRTANT** SHALL NOT BE RESPONSIBLE FOR PNY* WARNING it, HANDLING, ERECTION AND SION tj I
DEYIRTION F"THESE SPECIFICATIONS OR MY DEVIATION FROM BRACING.SEE '8VT-76',CBRRCM WOOD TRUSSES: "4, 1-17��Paw
I,F- TC LL 30.0 PSF DATE 01/27/88
r_'� r= THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RFCCMMENDRTIOmS--TPI). SEE z k,
M'M ,
0' 0 REF
R SE 3 , TE:
US S PSF A
E
P E 7 7 0 PSF DRWG HMAR I
' I'E 0
RACE, 0 PSF HC_ENG
4 PSF O/Fj LEN
P I TCH
Type
I ING, Ul
H 7 0
"'ING -
r THIS 1
WITH THE� -DUALITY CONTROL MANURL- BY TPI ALPINE CONNECTORS THIS DESIGN FOR POOITIONAL SPECIAL PERMS- 0 W.-41 TC DL 7.0 PSF DRVG HWSR159 88027008
ARE MRVffRCTLRED FROM 20 GAUGE GALYPNIZED STEEL UINI-ESS; NENT SRRC)Nr REOUIREMENTS. UNLESS OTHERWISE 34794
OTHE VISE SHOWN, MEETING REOIJIREMENTS OF ASTM R446 GRACE A. S�DWN, TOP CHORD SHALL BE LSTERFLLf BRACED BC OL 10.0 PSF HC-ENG
I
C
LPIN APPLY ONNECTORS TO BOTH FACES AT ERCH XINT FIND LOCATE R9 WITH PROPERLY ATTACHED PLYWOOD SHEATHING, TOT.LO. 47.0 PSF D/R LEN. 22-0-0
SHOVN. BEARING WIDTHS RRE R* NOMINFL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR B Cl 0 R I A0,$
OUR.FPC. 1 .33 PITCH 6.0/12
TRUS,
RUSS DESIGN 9 ANOMOS CONFORM WITH APPLICABLE PROVISIONS OF SPECIFIED ON DESICN. DO NOT US THIS
SIGN WIT
I I'.'
INDS AND TPI [PCT). H FIRE RETARDANT TREATEMO LUMBER
N
TPI - TRUSS PLATE INSTITUTE,_ NOS -_NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIO] SPRCING SEE ABOVE Type HIPS--
-JOB-.- 3 16 1 *248 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR
TOP CHORD 2x4 SO. PINE #2 DEN 19X THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING
BOT CHORD 2X4 SO. PINE *2 DEN 19X USING THE 1986 AMENDMENTS TO THE 1985 STANDARD BUILDING
WEBS 2X4 So. PINE *3 19X CODE. DESIGN WIND SPEED IS Ilff MPH AT 32.93' MEAN HEIGHT, Lr)
kom
THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.51 END ZONE Fl
UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO' FOUNDATION THE EDGE OF THE ROOF . r-n
UPLIFT LOADSi 7 6Rr* 869* '0
X - LOCATION: Z-90-90 22-99-00 NOTE : 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM a)
CHORD BRACING @ 24" MAX . O.C. REQUIRED. ATTACH WITH CID
NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING CD
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMiERS. - IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL
TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE CD
CD
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIG'HTAND SUPPORT BY ERECTION CONTRACTOR . r-n
iTOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
I
,SEE DRAWING 132F FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - TC X-LOC L-R: 0.29 5. 76 11 .99 16.24 21 .71
SINGLE CUT WEB *-TC: 1 ,3 BC:2 BC X-LOC L-R: 0.29 11 .00 21 .71
REFER To DRAWINGS W193 AND W104R FOR OVERHANG DETAILS. ALL TOP AND BOTTOM CHORD SPLICES' OCCURRING BETWEEN
PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY
34 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12" ) AND
SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE.
1.2
9.00 -Produced By
RaNGER & SONS, rNo
South Lize jivel U
-781-4,,6
25 25
—1--f F
q7
L 22-0-0 OVER 2 SUPPORTS
R IDD74 V- 3.5D" R-10074 W- 3.5D"
TYPE--WOOOLOC SEON--203958 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.�.B SCALE 0.3750
04GINEEREO PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE -fr- OESIGN CRIT Tpi REF R159- -Bq28
**I MPORTRNT** FWLPTNENOT BE RESPONSIBLE FOR ANY WRRNING1 N HRNOLINQ, ERECTION RNO "j,
DEVIATION FRM THESE SPECIFICATIONS OR ANT OEVIATfON FROM ORRCING.SEE -SiT-76-,[BRACING WOOD TRUSSES:
TC LL
.............. 30.0 PSF DATE 0112718e
THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE CUMMENTRRI RHO RECOMMENDAT[ONS-.TPI). SEE
WITH THE 'OURLITr cowm nR#-ft- By rpi. RLPINE CONNECTORS THIS DESIGN FDA FCQITIOWL SPECIAL PERMA, TC OL 7.0 PSF ORVG HCUSR159 U9027005
Cm ARE MR-WFRCTUREO FROM 20 GAUGE GRLVRNIZEO STEEL UNLESS NENT BRACING REOUIREMENTS. UNLESS OTHERWISE
OTHERWISE SHOWN, MEETING REWIREMEN'rS OF ASTPI R446 GRRDE A. SHOWN, TOP CHORD SHALL BE LATE 34794 BC OL 10.0 PSF
LPIN r� RF#_Lf BRACED t
APP'Ll CONNECTORS TO BOTH FACES RT EACH JOINT ANO LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING,
TOT.LD. 47.0 PSF O/A LEN. 22-0-D
SHOwIN. BEARING WIDTHS ARE 4-NOMINAL UNLESS OTHERYISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR 0
TRUSS r— ARCING
DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE NIS .......... OUR.FAC. 1 .33 PITCH 6.0/12
-NOS RiND oTPI (PCTI.
DESIGN WITH FIRE RETARDANT TREATED LUMBER.
---TPI - TRUSS PLF17E INSTJTVTE, NOS - NATIONAL OESICN SPECIFICATION FOR VOOD CONSTRUC71CIN SPACING 24.0" TYPE COMN- -
,JOB: 3169 #248 SEDA THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR
TO'P CHORD 2X4 SO. PINE *1 DEN 19% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING
c_-)
BOT CHORD 2X4 SO. PINE *2 DEN 19% USING THE 1986 AMENDMENTS TO THE 1985 STANDARD BUILDING
WEBS 2X4 SO. PINE *3 19% CODE. DESIGN WIND SPEED IS liff MPH AT 32.93' MEAN HEIGHT,
THIS TRUSS MAY NOT BE LOCATED WITHIN A 4 .5' END ZONE FROM
UPLIFT CONNECTION - ANCHORAGE CONTINUOUS Td FOUNDATION THE EDGE OF THE ROOF . Ln
UPLIFT LOADS: 490* 1110* 282* cc
LOCATION: 9-90-09 14-11-12 30-09-09 NOTE; 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM m
CHORD BRACING @ 24" MAX, O.C. REQUIRED. ATTACH WITH cc
,NO WANE, KNOTS , SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING CD
,THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL
TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE
CD
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT- AND SUPPORT BY ERECTION CONTRACTOR. 1-4
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " TC X-LOC L-R: 0.29 5. 76 Il .ffff 14 .83 22.97 29.71
SINGLE CUT WEB *-BC:3 ;2 ENDStl ,5,7 BC X-LOC L-R: 0.29 5.76 11 .00 15.00 22.07 29 .71
BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FASRICATOR SHIM ALL SUPPORTS TO SOLID BEARING.
TO INSURE PROPER ERECTION, Ix4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY
REFER TO DRAWINGS A103 AND A104 FOR OVERHANG DETAILS, SPACED. ATTACH WITH (2) 8D NAILS. BRACING MATERIAL TO BE SUPPLIED
2P 2B AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION
CONTRACTOR.
ALL TOP CHORD SPLICES OCCURING BETWEEN PANEL
6.00 6.DO POINTS ARE TO BE LOCATED AT APPROXIMATELY
24 44 1/4 OF PANEL LENGTH FROM PANEL POINT
(WITHIN 12") AND SHOULD NOT OCCUR IN
PANELS NEXT TO A PANEL POINT SPLICE.
�3 ��2�7
3.26
12
ProdUced By 13 2q
GRANG-ER & SONS, INC
SOUth Lwe Avenue
a i-41 r6
iEei IDA)ridia 70- 15-2-0
17-o-o--1-19-0-0 - 7- J
14-ii-t2 15-0-4
30-0-0 OVER 3 SUPPORTS
R-6910 W_ 3.50* R-1383# W- 3.5D" R-6914 V- 3.50'
PLAT TYPE--WOOOLOC SEQN--203961 FURNISH A COPY OF THIS DESIGN TO ERECT-ION CONTRACTOR REV L3.2.8 0.2500
ALPINE MINEEREO PRODUCTS, INC. TR=iES REDUIRE EXTREME CAREE DESIGN CRIT TpI R 159- -8430
**IMPORTANT** %ftL NOT bE RESPONSIBLE FOR ANY WARNING I N HRNCLING, ERECTION AND [RE
F
OAT
ORV
HC
0/
C= C=) DEVIATION FROM tHESE SPIECrIFICRTIONS Olt ANY DEVIATION FROM BRACING.SEE 'BWT-75',[BRACING WDOO TRUSSES: ON 8
......... TC LL 30.0 PSF DATE 011271BB
C_� C� THIS DESIGN DR ANY FAILURE M BUILD THE TRUSS IN CONFORMANCE COMMENTARY FWD RECOMMENDAT IONS-TP I). SEE N
C-1 WITH THE MLIFL[Tt CD9rROL MR%k- BY tpl.
ALPINE CONNEL-TDRS THIS DESIGN FOR RDOITIONRL SPECIAL PERIMR. TC OL 7.0 PSF ORVG HCUSR159 88027007
_'_14
= ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REOUIREMENTS. UNLESS OTHERWISE
W Va.34794
= OTHERWISE SHOWN, MEETING RECUIREMENTS OF PISTM R446 GRACE R. SHO N, TOP CHORD SHALL BE LATERALLY BRACED t 6C OL 10.0 PSF HC-ENG
A
AP
PLY CONNECTORS TO BOTH FACES FIT EACH JOINT AND LOCATE AS WITH PROPERLY ATTRCHED PLyqOOO SMERTHIWG,
C= -0-0
SHOVN. BEARING WIDTHS ARE q-
TOT.L.D. 47,0 PSF O/R LEN. 30
�RU��
r'�Aus s WNOMINAl_ UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING lot-
DEsic-N srp*g)FADs comFoRm ItH APPLICROLE PRDVISIONS OF AS SPECIFIED ON OESICN. DO NOT USE THIS
-NOS AND -TPI IPCT). OUR.FRC. 1 .33
r= C= I DESIGN VIIH FIRE RETRRCRNT TRERTEO LUMBER.
= I r� = I __�_P_AC I N G 24.0' TYPE SPEC
*--TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR VDIGO CD11------------
S TRC T I
008s 3173 #248 SEDA THIS DESIGN HAS -BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR
TOP CHORD 2X4 SO. PINE #2 DEN 19% THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING
C-3
B.OT CHORD 2x4 SO. PINE #2 DEN 19X USING THE 1986 AMENDMENTS TO THE 1985 STANDARD BUILDING
WEBS 2X4 SO. PINE *3 19% CODE. DESIGN WIND SPEED IS 119 MPH AT 31 .72' MEAN HEIGHT, Lo
;lD
THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.5' END ZONE FROM
UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO TOUNDATION THE EDGE OF THE ROOF . Ln
UPLIFT LOADSi 679* 540* CID
X. - LOCATION: 0-00-00 12-ff4-ffg NOTE : 2X'4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CC)
CHORD BRACING 0 24" MAX. O.C. REQUIRED. ATTACH WITH In
NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING CD
Nj
THE PLATE CONTACT AREA OR SCARFED AREA OF WES MEMB-ERS., IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL li
TO BE SURPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE c:)
C:)
A*L PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SUPPORT BY ERECTION CONTRACTOR. co
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION,
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - TC X-LOC L-R: H.29 6. 17 12.ff4
S INGLE CUT WEB #-BC: l BC X LOC L-R: 0.29 6. 17 12.04
REFER TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN
PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY
1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12" ) AND
SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE.
35 ±',r oul u c c y
Ll Lant Ave.--�u,
12 12 -4
G.QD 6.00
45
24 4.00 4.00 2q
12 12
5-2-0 B-2-0
D-2-0 16-2-0
R-567# V- 3.50- - 12-4-0 OVER 2 SUPPORTS R-5S79__W- 3.50*
PLATE TYPE--WDODLOC SEQN-203963 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.2.8 SCALE - 0.5000
= = r— = C= , FLPINE ENGINEERED FROOMIS, INC TRUSSES REQUIRE EXTREME CARE -I'll 0--ii4jil" DESIGN CRIT Tpj REF R 15 9- -8 4 j I
C= -n **lMP0RTRNT** %lRLL NOT BE RESPONSIBLE FOR ANY' WRRNING IN HANDLING, ERECTION AND -"�QN 8
r= DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVISTIDN FROM BRACING.SEE -50T-76-,[BRFICING WOOD TRUSSES: �ci. ..... 49. TC LL 30.0 PSF DATE 01/27/89
0
THIS DESIGN OR ANY FAILURE M BUILD THE TRUSS IN CONFORMANCE CDMMENTRRI FOOD RECOMMNORT IONS--TP 1). SEE
c::3
C= r= WITH THE 'DtftjTY CDNTROL MANUAL' BY TPI. FLPINE CONNECTORS THIS DESIGN FOR RDOITIONRL SPECIAL PERMR-
:-4k *w TC DL 7 .0 PSF ORVG HCUSR159 88027008
aRf mF#4UFACTURE0 FROM 20 GAUGE GRLVRNIZEO STEEL UNLESS NEWT BRACING REDUIREMENIS. UNLESS OTHERWISE
7
OTHERWISE SHOWN, MEETING RECUIREMENTS OF FISTM A440 GRACE Ft. SHOWN, TOP CHORD SHALL BE LATERPLLY N 34 94 BC OL 10.0 PSF HC-ENG
LPIN BRACED
APPLY CONNECTORS TO SOTH FACES RT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWDOO SHERTHING,
TOT.LO. 47.0 PSF O/R LEN. 12-4-0
UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH
f A�RU�S SHOWN. BEARING WIDTHS ARE 4'NDMINFL RIGID CEILING OR BRACING
T Uss DESIGN STANDARDS COWFORM 'i IN APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS cl�lr........... OUR.FRC. 1 .33
NOS AND *TPI tPCT) DESIGN WITH FIRE RETARDANT TREATED LUMBEA.
C=
*--TPI - TRUSS PLRTE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WLrjl) CONSTRUCIIUN SPACING __24.0' TYPE SPEC-
MA
Building and Zoning
3 - ) Z
421-
X, r�
L
IL
V)
0 V&:
CITY r)
i3(JIL0jj\f,3'" � : ��ACH
e*C/o M-AR Q inon
r n*-2-1.
Z_ Z- "0.14
TC-'-r 4 e,, oL-
z
I MIAPORTANT!
D AND
WILL
CHECK
S.
THIS DRAWING MUS BE APPROV j
'U T' ED AND
RETURNED BEFORE FABRICATION WILL
P O�.
0 Y,
BEGIN. FOR YOUR PROTECTION CHECK
ALL DINAENS!"' 1 IINS.
-)AT E
Y
I Y
3
"0
�01 9E AcCEPTED,
BACKCHARGE%I Wl" , DO N
H It- ' WFAULT, WITHOUT PRIOR
FREGARDLESSOOF j ANY UNALITHOR'UP MO:�DIFICATION
_r - N By u
NOTIFICATION�;By CUSTOMER WITHIN VOI )NSISI
48 HOURS AND INVESTIGATED BY WILL VOID 41.� RESPONSIBILITY
CTU,
Z
H. J. r�o- SONS INC,
OF TRUSS MANUFACTURE]
CITY OF ATLANTIC BEACH, FLORIDA
App-v"bY APPLICATION FOR ELECTRICAL PERMIT
-jejo 2V 19/)?
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:
IWORTANT NOTICE:
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.
urd JOURNEYMAN
ELECTRICA FIRM: MASTER ELECTRIGIAN SIGNATURE
ADDRESS: 96 2 S; 0 t C-"f' RFD-----"X
NAME S Q' 1)OL
BLDG.SIZE BETWEEN:
RES.�x) APT. COMM. PUBLIC INDUS. NEW�>l OLDI I REW.
ADDITION ( ) TRAILER I TEMP.I SIGNS ( ) SO.FT.
SERVICE: NEW K) INCREASE( REPAIR FEE
CONDUCTOR SIZE !V,/O %&P AMPS ?-OZ) COPPER I ALUM.(>0
SWITCH OR BREAKER 2,oz Amps PH -3 W 1--30VOLT RACEWAY
AXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE I NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPE.N ITOTAL
0-30 AMPS. 3 1.100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0.100 AMPS. 0111R
APPLIANCES BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0-1 OVER
MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS
910LIANEOUS
CITY OF ATLANTIC BEACH, FLORIDA
Approv"bV APPLICATION FOR ELECTRICAL PERMIT
I I u�
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:— It, 19-ed-
IMPORTANT NOTICE:
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.
ELECTRICAL FIRM: NMER ELECTRICIAN SIGNATURE JOUBNEXMAN
NAME- LLt2d —ADDRESS:-- IOQ)-) 28�s'w-c r-�- RFD—BOX
BLDG.SIZE BETWEEN: -8epe S-"'o, i)(-. -+ z)- kF-
RES.tA APT.( COMM.( PUBLIC( I INDUS. ( NEW( OLD( REW.
ADDITION ( TRAILER ( TEMP.OQ SIGNS SO. FT.
SERVICE: NEW 04 INCREASE( REPAIR ( FEE
CITY OF
&4.ft &4d-q&,ad4
Office of Building Official
REQUEST FOR INSPECTION
Permit No
Date
A,M.
Tim' P.M. District No.
R.,.&"d
Locality
Jobi Address 17
Owner's 25. Contractor
Name PLUMBING MECHANICAL
BUILDING CONCRETE ELECTR.ICAL Air.Cond.& 11
Framing 0 Footing 11 Rough 0 Heating
Re Roofing M Slab 0 Temp Pole Top Out 0
X, 0 Fire Place
Lintel 0 Final 11 Sewer Pro Fab
R Y FOR INSPECTION A.M.
Thurs. Friday—PM.
Mon. Tues. t-A—M--�>
Inspection Made Final inspection 0
Insoector Certificate of Occupancy
Date
C" OF
ATLANTIC BEACH No. 0334
FLORIDA
Jnn 19
NAME Seda Construction
ADDRESS
CITY
Credit Acct.01-369-9000 P
AID
JAN i
Re-inspection fee 1869 Beachside Court $10.00
AV
When Signed, Dated and Numbered, This Becomes an Official Recei0
MAKE CHECKS PAYABLE TO Received Payment
ale
CITY' OF ATLANTIC BEACK FLORIDA TREASURER
47,59111
CITY OF ATLANTIC-.13EACII
APftICATION. FOR PLUMBING PERMIT
LOCATION
Au
PLUMBING CONTRACTOR 'nflo'L-
A-1 LICENSE NUMBERS
OWNER
J);.
BUILDING CONTRACTOR
P
;! TYPE OF BUILDING
S
SHOWER
SINKS
WATER IIEATERS .'.j;,;'1
LAVATORY
BATH TUBS DISI)WASUERS
URINALS DISPOSALS *
CLOSETS WASHING MACHINE
'J"
1,.,,":,-FLOOR DRAINS OTHER
A
�LTOTAL FIXTHE COUNT
t
fit
It NSTALLATION OF PLU11BING 'AND, FLXTURE S 11UST.*, BE. IN' ACCOIWANCE WITII !�t
140ST RE,CENT EDITION OF TILE SO UTHE RN STANDARD PLUMBING CODE.
Q.
FA
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO_9376
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
Date December 28 ig 87
Valuation$ Fee$ 52.00 -3 5 1 1 A 1 /19/01
9376 onnCAV
This permit not valid until above fee has been paid to City Treasurer,and is 3510 1 A 1 /19/1 ,
Innn
subject to revocation for violation of applicable provisions of law.
This is to certify that Claude Jacobs Olumbing,Inc. CFCO22587
has permission to install 121timbing -
Classification New Residential Zone RG-2
Owned by Neal Kinx
Lot —Block S/D_Rr&Db5idft_
House No. 1869 BeachsAde Court
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
0 Building material,rubbish and debris
ZA from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
t.raciq* or owner.
I ing Official.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV.
Street Address: flo
LOCATION
OF Intersecting Streets: Between A 4.iA. 'C 0
And )&AItAtsloA 95kid-T
BUILDING
Sub-division
11. IDENTIFICATION — To be completed by all applicants .
In consideration of permit given for doing the work as described in the above statement 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 City of Jacksonville ordinances and standards
of good practice listed therein.
Name of Mechanical Contractors
Contractor (Print) Master 0 R12
Name of
Property Owner '0
Signature of Owner Signature of
or Authorizeid Agent Architect or Engineer
III. C64ERAL INFORMATION
A, Type of hosting fuel: B.
IS OTHER CONSTRUCTION BEING DONE ON
4 Electric THIS BUILDING OR SITET
(3 Gas—(3 LP (3 Natural 0 Central Utility 0
IF YES, GIVE NUMBER OF CONSTRUCTION
93 00 PERMIT
13 Other — Specify
IV. MWH�NICAL LQUIPMONT TO BE INSTALLM NATURE OF WORK
(PmvW*complete list of components an back of this form) 0 Residential or El Commercial
41. Most [3 Space [3 Recessed 0( Central 0 Floor 13 New Building
10 A;r Conditioning: [3 Room at Control 11 Existing Building
0 Duct System: Material Thickn*u— 11 Replacement of existing system
Maximum capacity c.f.m. El New installation(No system previously Installed)
(3 Refrigeration 0 Extension or add-on to existing system
F-1 Other — Specify
0 Cooling tower: Capacity
C] Fine sprinklers: Number of h"d---
Elevator C) Monlift 0 Esicalato (number) THIS SPACE FOR OFFICE USE ONLY
Crosolins,Pump@ Inumber) (Be- I I
13, To .11number) Remarks
LPG containers- (number)
13 Unfired pressure vessel
C3 Illoillers Permit Approved Dets.-
13 Othair — SP*cifY Permit Fee
L19r ALL EQUIPMENT
AM COND111111ONING AND REFRIGERATION EQUIPMENT
capacity Appr*VbW
Number Units Description Model Number Manufacturer (Tons) A&VW
DEPARTMENT OF BUILDING 9375
CITY OF ATLANTIC BEACH,FLORIDA PERMIT No.
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
Date December 28 19 87
Valuation$ Fee$ 44.00
144,01`1 T(
44*OOCKTr
This permit not valid until above fee his been paid to City Treasurer,and is '7 1',9
subject to revocation for violation of applicable provisions of law. P/"?P/
OCA
This is to certify that GRIMMS HEATING & AIR CON#B;O=Nq P/P!3/q
100111
has permission to J-nstall hpstt/air
Classification New Residential Zone RG-2
Owned by Neal King
Lot 11 Block S/D_�Sachside
House No 1869 Reachside CouTt
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
"n AFTER DATE OF ISSUE
0 Building material, rubbish and debris
zq from this work must'not be placed
in public space, and must be cleared
up and hauled away by either con-
or owner..
ilding Official.
FOR OFF CE PERMIT DATE CONTRACTOR
I(
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
--------------------
ADDRESS 4e
Z_ -----dz�--
7
CONTRACTOR___,�d
........................
OWNER
BUILDING-J-3-2v- MECHANICAL_�'_3 PLUMBING- '/-37&
ELECTRICAL 516V TEMP POLE__6��O MISC-----------
ELECTRICIAN__JAO
DATE FAILED DATE PASSED
TEMP POLE JEA
FOOTING
ROUGH PLUMBING
SLAB
FRAMING jz2-ILL
MECHANICAL/FIREPLACE
TOP OUT PLUMBING
ROUGH ELECTRIC
FINAL ELECTRIC
FINAL BUILDING ----------- ZA
ELEVATION SUBMITTED
CERTIFICATE OF OCCUPANCY
DATE ORDERED
DATE ISSUED
BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT
CITY OF ATLANTIC BEACH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORK SHEET
Date Requested: ADril 28, 1988
Building Contractor : Seda Construction Co.
Building Permit Number: 9374
Address: 1869 Beachside Court
Legal Description : Lot 11 Beachside
Improvements to the above described property have been completed
in accordance with the terms of the permit and is certified to be
ready for occupancy as Single Family
Lowest Floor Elevation: ---------- ---------- --- XXXXXX
required as built n/a
'�t�. Zcec �
Sales Tax Certificate: ----
)
1�/u:bmitted
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY:
, t*2 0
Fire Chief 4/28/88 1
Public Works 4/28/88 --------------- ---------
Planning Director 4/28/88
Building Inspector 4/27/88
fit
v.krrtl*f tratr of (Orravattry
CITY OF
oftival . h"k- Rai&
EppartmPut of 'Nuilbitto 3nopprflott
This Certificate isstied pursuant to the requirements of Section 109 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following.
Use Classification —Bldg.Permit No.
Group--Type Construction Fire District—'"
Owner of Building
Address
Building Address Z
By;
Building Official Date;
POST IN A CONSPICUOUG PI-CM
FLORIDA ENERGY EFFICIENCY C6DE FOR BUILDING CONSTRUCTION
FORV 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3
Small Additions,Renovations&Building Systems Department of Community Affairs
pliance with Method C of Chapter 6 of the Florida Energy Efficiency Code maybe demonstrated by the use of Foritt 60OC-97 for additions of 600 square feel or less,site-installed components
of manufactured homes,and renovations to 4ngle and multifamily residences. Alternative methods are provided for additions by use of Form 60OB-97 or 60DA-97.
K-,
PROJECT NAME: A,�a_ BUILDER: -a id Irk ly,
AND ADDRESS: PEqMITTING ;-r" CLIM TE
Ib 'gal"
J7L 0 0 4.E,iz- 4'.
IFFICE: ZONE: 71F�2 []3
OWN R.M PERMIT NO.
E JURISDICTION NO.:
SMALL ADDITIONS TO*EASTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1.6C-2 and 6c-3 apply only to Z.
components of the addition,not to the existing building. Space heating.cooling,and water heating equipment efficiency levels must be met only when equipment is installed
specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must
meet the prescribed minimum insulation levels, RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building).
Prescriptive requirements in Tables 613-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only site-
installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please.Print C K
1. Renovation,Addition, New System or Manufactured Home I. N 1-4'4�1 7 14
2. Single family detached or Multifamily attached 2. /ty,-14:
3. If Multifamily-No. of units covered by this submission 3.
4. Conditioned floor area(sq. ft.) 4.
5. Predominant eave overhang (ft.)
6. Glass area and type: Single Pane Double Pane
a. Clear glass 6a. sq. ft. el sq. ft.
b. Tint, film or solar screen 6b. sq. ft. sq. ft.
7. Percentage of glass to floor area 7. 110 110/0 :11
8. Floor type and insulation:
a. Slab-on-grade (R-value) 8a. R= Y J lin. ft.
b. Wood, raised (R-value) 8b. R= sq. ft.
c. Wood, common (R-value) 8c. R= sq, ft.
d. Concrete, raised (R-value) 8d. R= sq. ft.
e. Concrete, common (R-value) 8e. R= sq. ft.
9. Wall type and insulation:
a. Exterior:
1. Masonry (insulation R-value) 9a-1 R= sq. ft.
,,2?) Wood frame (insulation R-value) 9a-2 R= sq. ft.
b. Adjacent:
I. Masonry (insulation R-value) 9b-1 R= sq. ft.
2. Wood frame (insulation R-value) 9b-2 R= sq. it.
c. Marriage Walls of Multiple Units* (Yes/No) 9c
10. Ceiling type and insulation:
a. Under attic (insulation R-value) 1 Oa. R= _,?D -3y sq. ft.
b. Single assembly (insulation R-value) 1 Ob. R= sq. ft.
11. Cooling system*
(Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: X 2 bi
SEER/EER:
12. Heating system*: (Types:he�t pump,elec.strip,natural gas,L.P.gas, 12. Type:
gas h.p.,room or PTAC,existing,none) HSPF/COPIAFUE:
13. Air Distribution System':
a. Backflow damper or single package systems* (Yes/No) 13a.
b. Ducts on marriage walls adequately sealed* (Yes/No) 13b.
14. Hot water system: 14. Type:
(Types:elec-, natural gas, other,existing,none) EF:
Pertains to manufactured homes with site installed components.
I hereby certify that In(?plans and specifications covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance
compliance with the%nda Energy Code. with the Flonda Energy Code. Before construction is comp4eled,this building will be
PREPARED BY: ' I /", inspected for compliance in accordance with Section 553.908,F S.
_S1 i -_._t P'VA DATE��
1.4 r__ -- - --
I hereby certify that this buiid'tn�is incomphance with the Florida Energy Code BUILDING OFFICIAL:
OWNER AGENT: 4
_7,*
DATE DATE
Revised 1998
In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clew and legible manner.
1. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures,temporary and permanent,including setbacks,building height number of stories and square footage. Identify
any existing structures and uses.
3. If required by the Department of Public Works,a pre-construction topographical survey.
4. Any significant envirom-nental features,including any jurisdictional wetlands,CCCL,natural water bodies.
S. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pool$
may be excluded from total Impervious Surface.
6. Other information as may be appropriate for individual applications.
I hereby certify that all inf�Mation provided Nyjth this application-is.correzf.'
Signature of owla,er: Date:
I hereby certify that haevAcad and examined this application and know the same to be true and correct All provisions of the laws and
ordinances governing this type of work will be cumpl_'.�J with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the
governing of construction or the perfo c of construction of the property. I understand that the issuance of this permit is contingent upon the
above information being true and corr and that the plans and supportinodata have been or shall be provided as required.
Date:
Signature of Contractor: z�
Address and contact information of person to receive all correspondence regarding this application(please print).
Name:.
4
Mailing Address /0
- : /- Ole - . I 1�)t�Z,,�,C , F�, , —
Telephon� Fax:1/7"z�'-/ E-Mail:
AS TO OWNER:
Sworn to and subscribed before me this day of N
State of Florida,County of Duval
W .1 1 NJ Notary's Signaturell�
LAURA DZAMKO
1.4 60] Personally known
2"!74
4.My COMMISSION#DD 460774
duced identification
Pro
EXPIRES:December 3, 2001,1,1�
Type of identification produced
E
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of . )CVk_6, ,rV_'�_V)kLk' 20
State of Florida,County of Duval
Notary's Signature:
mcauti HUM= F� Personally known
II4ftYPuhk-9kftdFkft [Q--Trr`oduc:ed identification
C EON Nw 1. Type of identification produced EL DL_
0
C*MWM*W4*W
- - - - - —�:Jnole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 -Fax: (904)247-5845 -bttp://www.cLatiantic-beach.fl.us
Page 3 Revised 9/04
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
(Alterations&Additions)
Date:
_e
r T t6m r,' !"
Job Address: :4 :1
P.UAI� d,
Owner of Property: U
2 6'
Telephone: $/1�2i
Address: 1r7
Legal Description: Block Number: Lot Number: Zoning District:
Contractor: um (/"'
f9 -r 7�t .9iVeState License N her: --
Contractor Address: /2"C—e'. I fe P x
Telephone:6"�'9,4,4
a�:
nor
0 GA j
Describe proposed use and work to be done: 0"� ,Ce �f
, � �f/I - -4,
-t C,
Present use of land or building(s):
Valuation of proposed construction:
What are the dimensions of the added space: L, r1v'feet x feet
Will the added area be heated and cooled? New electrical or increase in service? )J2
Add plumbing fixtures? Add fireplace? Add heating/air conditioning? J,)
Is approval of Homeowner's Associatior- or,�41ier private entity required? If yes, please submit with this
application.
Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or inere to
the original impervious area or the removal of any trees?
_,E�NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this
project.
El YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
NO. Applicant certifies that no trees will be removed for this project
YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree
Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as al)p_roi)ria
Incomplete applications may result in delay in issuance of,permit.
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please
contact the Planning and 4gWag.Dcpgqm
_qgt_W,_?04-24.7-J&26. In order to correctly verify zoning designation, please have
Property Appraiser's Real Estate Nurnl�ej qy4ilable.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
STEP 3. Subatit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Notice of Commencement, Owner/Contractor Affidavit if
owner is contractor,and four(1)complete sets ofconsUu,tio -to the Building Department which is located at the Atlantic
c n plans
Beach City Hall,800 Seminole Road,Atlantic Beach,Fl, 32233 Telephone:(9'04)-247-5826
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.attantic-beach.fl.us
Page 2 Revised 8/04
Irrigation Meter 1861 Beachside Court
Lot # 10
MATERIAL AND LABOR RECORD
OUANTITY t- tl
MATERIAL USED PnicE AMO T
1 4 11 x 3 4 SPDDLF, 1
121 45 12 45
1 3/4 CORP STop R . nn -CLO-
1 - 3/4 CUPB STOP 8 00 R on
2 314 i%LS ApApTEgq 3 20 6 40
SFP.3/4" PVC 2n 1 no
1 900 L 20 20
==p LNmg 1 Sn 'I nn
M=.R CYAMP 12 00 _.U_ 00
42 (-,z -r)TT)E 66
27 72
Sub-Total
$7R 77
10% O.H. 88
TQ Flatprial
2 Trucks ($10.00/TRUCK for 6HPS) 20 00 120 00
JOB
COMPLETED? YES 11 NO 0
DATE BILLED 19
DATE MECHANIC On HELPER YvonK DONE lins. RATE AMOUNT
Four (4) men H dig (6 hrs' 24 51 147 06
30% 0. H. 44 J,?__
Tnt-al T,ahnr C'nqf 1 $191 1p
ct
APR 2
TOTAL MATERIAL COST 86165 RI
TOTALLABORCOST 1911 1 p
Equip. COSTS
OTHER DIRECT COSTS 85 00
—TOTAL COST --$482 83
/4/
ZZ �7
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT APPLICATION
Date: 6t—1 �Oz
4
Property Address: -j sco I rh<'I Q —cl
Owner: ellwte�--h Telephone #:
Contractor: Telephone #-Z44q PLE9
Contractor Address: OIL (�)l A! 1�h Fax 4: E4Q-�Mt
In consideration of permit given for doing the work as described in the ab-ove statement,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 City of Atlantic Beach ordinances and standards of
-good practice listed therein.
Type of Heating Fuel: If other con�-�ction is�being�done on�this building
/IElectric or site,list the building permit number:
F G a s: —LP —Natural _Central Utility
• Oil
• Other-Specify
MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
Heat _Space Recessed entral —Floor Residential
Air Conditioning: Room Central
*—C �b
Duct System: Material—Thickness D Commercial
Cl Refrigeration Maximum capacity_cfin U New Building
Z3 Cooling Tower: Capacity gpm Existing Building
El Fire Sprinklers:Number of Heads
• Elevator: Manlift Escalator (Number) Replacement of Existing System
• Gasoline fu—mis (Number)
• Tanks (Number) 0 New Installation
• LPG Containers (Number) (No system previously installed)
• Unfired Pressure Vessel Q Extension or Add-on to Existing System
El Boilers
Ll Gas Piping El Other-Specify_
ci Other—Specify_
LIST ALL EQUIPMENT
AIR CONDITIONING,REFRIGERATION EQUIPMENT 8k CONDENSOR'S Approving
Number Units Description Model# Manufacturer Ton's Azency
HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving
Number Units Description Model# Manufacturer BTU's Agency
-Z, le `**' �Q
_ zD - CL Adft-�
TANKS Nominal Capacity Type Liquid Serial Approving
How Many &Dimensions Contained Manufacturer No. Agency
800 Seminole Road- Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 - Fax: (904)247-5845- http://www.ei.atiantic-beach.fl.us
V
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00028193 Date 5/03/04
Property Address . . . . . . 1861 BEACHSIDE CT
Tenant nbr, name . . . . . . REPLACE AIR HANDLER ONLY
Application description . . . MECHANICAL ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
CAREY, EDWARD OCEAN STATE HEAT & AIR
1861 BEACHSIDE COURT 1476 ATLANTIC BLVD.
ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266
(904) 249-8251
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc - .
Permit Fee . . . . 55 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- -------- -- ---------- ----------
Permit Fee Total 55 . 00 55 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 55 . 00 55 . 00 . 00 . 00
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
,Q), C -
BUT51NG OFFICIAL
CITY OF
off Ice of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received R 5�1, District No.
Locality
Jqb Address I
Owner's
N Contractor
BUILDING CONCRETE PLUMBIN <::SM CHANI
m e'K_
Ming Footing Roug El Air.dond.& X,
a Roofin 0 Slab El Temp Pole 0 Top Out Heating
Lintel 0 Final El Sewer Fire Place k�;
READY FOR INSPECTION Pre Fab /�
A.M.
Mon. Tues, Q—�1Y"" Thurs. Friday—PM.
A.M.
Inspection Made RM.
Inspector Final Inspection 0
Certificate of Occupancy
Date
PLANS REVIEW CHECK LIST
17
Address �a -
tv�-, Owner
Legal Desc r i pt ion -Cont r act 'or
License Number ,
-------- ------- --------------------- ------
License on File
NO
Section 24-101 * Zoning aRgulgtions
Zoning District Proposed Use ,,�-,l
'6
Required Lot Size ,/
Actual Lot Size
Setbacks Required Provided Section 24-17
front CORNER LOT IOR LO-E,
rear
Flood Zone 0,0
side-I
r Required Elevation
side-2
Max. Height Allowed--,L----- Proposed Height_
Section 24-82 * Minimum Lot Coveragg
Required Heated Area Proposed Area ,,', C.,Y
Section 24-161 * Offstreet Parking
Number Spaces Required__2i--- Spaces Provided----;-�------
Section 24-82 * Duplicate Buildings
Is there a similar building within 500' of proposed building?YES LNJO
Utilities
Water and sewer service is to be provided by:
Buccaneer Utilities
City of Atlantic Beach Utilities
----- Private Sour e SEPTIC TANK WELL
Plans Reviewed ----------Date_J4
Building Permit
I-SSUED DENIED
DEPARTMENT OF BUILDING 9374
CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.
PERMIT TO BUILD q75*37 Tt
THIS PERMIT MUST BE POSTED ON JOB 1715.370M
Date December 28 19 87 9 7 4 $00CArr
Valuation s 102,017.40-Fee$ 375.57 b I 15/101
loon
This perroit 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 Seda Construction Gomparly.
2120 Corporate Square Blvd. ftcksonville-�12216
has permission to build singla amily
REAR SETBACK VARIANCE ISSUED 1412180. ---- ---
Classification New Residential
0 wned by Neal King ....
Lot— Block .1_.__s/DB*achS&de "I
House No. 1869 side urt
According to approved plans which ate part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
1-0. 0 Building material,rubbish and debris
z from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
t aei, or owner.
r
Building Official.
�C..TRACT.//
FOR OFFICE PERMIT DATE
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
Address- V,r,.-
11�ated Square Footelye per.sq f
Garage/Shed �5' per sq �t
Carport/Pordi OY er sq ft 00
Wck er sq'-ft 4,593. 96
Patio per. sq ft $ -
I .
TOIAL VALLMIONt 61,7, �16
IF
Ist 0.60
a qS
Rolmi'der ValUaLion ?.,rpe Ulous 0-r -
portion thereof '
- --------------------------------------- ----- Total.Building Fee . L;71
AUDITIONAL Mains mid/or EMS mqul!m . Filing kee .-
$ 1,1J.
e
U--clianical replacis @1 151.00 $ 16 cc
Flulbjllg BU.ILD.ING IFEIMT F M 75,37
Electric/Nm4
-------------------------------------------------
Electric/Tell)
Septic Taik BUILDING PERMT $ 7,53 2
Well MIER M-IE-R CI VML,
SEWE R IMPACr FE E 1Z) 3,5, 0
n4billdlig Pool
Sign WMER. DTACr FEE-
Water Ommectiou msc.;aaNkous ..,
Sewer Cmuiection
Water Meter
Elevation Certificate*
GRAND TUIAL DUE,
--------------------------------------------------------------- --- ---------------------------
CALCULATIONS and/or UCrj-ES
FLOODPLAIN DEVELOPMENT INFORMATION
Type of Development:............................................
Flood Zone:
Required Lowest Floor Elevation:...............
If building is located within a flood hazard zone (Zone A), a
survey must be made AFTER THE SLAB HAS BEEN POURED, certifying
that the LOWEST FLOOR ELEVATION is equal to or above the base
flood elevation established for that zone.
No final inspection will be made and no certificate of occupancy
will be issued until the survey is on file with the Building
Department.
COMMENTS:
Applicant Acknowledgement: 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. 25-7-11 and all other laws or
ordinances effecting the proposed development.
- ---------
Date-a - Z--Z- -Y7 __Applicant's Signature ------
----------------------------
Department Use
Required Lowest Floor Elevation .................
As Built Lowest Floor Elevation
Survey Filed with Building Department ...........
-----------------------------------
Building Department Representative
page 3
CITY OF ATLANTIC BEACH
APPLICATION FOR BUILDING PERMIT
Owner Address zip
......phone_7,?V-/foe
Architect /qg Address--------------------zip......phone7!��-39yq
_j
_3�A�phone 7'lq-Z9L
Contractor V/1 6A)SI �V" A5dress-21 69ip ------
ContractorTe License number <. 66,0 tVn------------
-25-4 _expirat on
Lot--L/----Block or Section---------Subdivision...............Zoning........
Street-------------between--------------and ................Bide-----------
Type Construction_/l/Ftj--------No. Units-j-------No. Fireplaces...I-------
Est. Valuation $ 1 A-)
Purpose of Building------ ---------------- ----
Utility Method - Water__4 Sever
Lot ----
Dimensions - Building__ _ ?,,5 ' J� Size Footings
Sz. Piers --------Sz. Sills-------------Greatest Span Sills---------------
Sz. Ceiling Joists---------Distance on Centers---------Greatest Span.......
Sz. Floor Joists - Distance on Centers Greatest Span___ 'I --
Rafters Distance on Center -7-i-I
Sz. 8- Greatest Span_
Method of HeatingXJ6*-�- Solid or Filled Ground_j Roof
jj&D ---- ----------
Flood Zone If located within a FLOOD HAZARD ZONE complete page 3
In consideration of permit given for doing the work as described
in the above statement, 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 building regulations of
Atlantic Beach. The contractor agrees at its expense to provide
the necessary access to the properties being developed over
dedicated City rights-of-way and to clear, clean, grade, and
drain said right-of-way to City
specifications.
Signature Owner ---- Date-----------------
Signature Contractor]�,��-
page 2
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 TEN
DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSIST ING OF __CI-SERVICE SINK TRAP S*TAHD
-----WATER CLOSET, LAVATORY & BATH (8) ...
TUB OR SHOWER STALL (6) . , WATER CLOSET VALVE
--WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
C--BATHTUB/SHOWER . (2) - -----URINAL WALL LIP (4)
_-j, -SHOWER GROUP PER HEAD (3) CJ--FLOOR DRAIN (1)
-L--SHOWER STALL .DOMESTIC (2) -(:�--LAUNDRY TRAY (2)
- .�---LAVATORY (1 ) --/--COMBINATION SINK AND TRAY (3)
--[--WASHING MACHINE (3) (2--POT, SCULLERY SINK (4)
--/ --DISHWASHER (2) -0` --WASH SINK EACH SET OF
FAUCETS (2)
-KITCHEN SINK (2) DENTAL LAVATORY ( 1)
-L-XITCHEN SINK WITH WASTE
GRINDER (3) -(-' --DENTAL UNIT OR CUSPIDOR (1)
C--BIDGET (3) --URINAL STALL, WASHOUT (4)
C--FLUSHING RIM SINK (8) -L) ,COMBINATIOH SINK AND TRAY W11
& FOOD DISPOS. (4)
PEDESTAL, SYPHON JET ()
BLOWOUT (8) - -----DRINKING FOUNTAIN (1/2)
C,--LAVATORY, BARBER/BEAUTY
SHOP (2) -----LAVATORY, SURGEONS (2)
SURGEONS SINK (3) ICE MAKER (1/2)
TOTAL FIXTURE UNITS 3 �2- @ $10. 00 EACH
0�z
JOB INFORMATION— -- ------------