Permit 1927-1929 Mary St (vault) JOBADDRESS
PROPER TY 0 WNER
PERMITNUMBER DATE
INSPECTIONS: FOOTRVG
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LINTEL
NAILLVGISHEA THrJVG
FRAMiNGICOVERUP
LVSULA TION 1.-2
FVVAL BULfDVVG 2- IA 3 -9
CERTIFICATE OF OCCUPANCY,-
:5-:2 3
ELECTRICAL pERMIT# 7 7-P 712- S7
INSPECTIONS ROUGH
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MECHANICAL PERMITO
VVSPECTIONS ROUGH
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PL umB.LvG PERmiT# /-7 9 9S�
INSPECTIONS ROUGHIUNDERSLAB
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WATERISERER -7-,Is
FINAL 3-
NOTES:
MAP SHOWING BOUNDARY SURVEY OF
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AS RECORDED IN PLAT BOOK 24 PAGES OZ OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
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ON THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS ON THIS COUNTY.
THE-LA2.�- SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE AS Sl'-JOWN
ON FLOOD INSURANCE RATE MAP 02'416-FOR THE CITY OF JACKSONVILLE, FLORIDA. DATED 0-45-8'�.
ALL AMERICAN SURVEYORS, INC.
L4VD SUM&YORS - 8789 SM JOSE iMM.. SUlyr MI - WKSONWIL& FLORIDA 32217 - 90417J9-22t7
L THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS
r-4
CONC CONCRETE P.R.M. - PERMANENT REFERENCE EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS
MON. MONUMENT MONUMENT THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA
I.P. IRON PIPE P.T. : POINT OF TANGENCY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO
I.R' RON ROD P.C' POINT OF CURVE CHAPTER 472.027 / CHAPTER 6IG17-6. FLORIDA, STATUES. ALL
CH CHORD P.R'C* ' POINT OF REVERSE CURVE AMERICAN
A ARC UMTH P.C,C. - POINT OF COMPOUND CURVE
R RADIUS B.R.L - BVLOiNG RESTRICTION SURVEY NOT VALID UNLESS EMBO5,SED BY SEAL SURVEYORS,
T.) - ACTUAL UNE JAMES D. KAMSON, JR.,,/W/2647
P) : PLAT U.D.E - UNOBSTRUCTED DRAkAoGE INC.
RADIAL
rR EASEMENT
CENTER LINE L.S.j - LAND SURVEYOR NUMBER SCALE 'zo,
RIGHT-OF-WAY P.I. POINT OF INTERSECTION
—x— - FENCE Eow EDGE OF WATER 1=-9
(W) - WITNESS TOB TOP OF BANK DATE F I GISTERE2!JtRVEYO�RAW
E '�,WPER 81
f'.B. FILE- A)14 oRo,-R No.
I MAP SHOWING BOUNDARY SURVEY OF
Ve z�trZorOBLOCK AS SHOWN ON MAP OF
6c-k-V15 5u5o1v1'51ov
AS RECORDED IN PLAT 806K 24 PAGES 00 OF THE CURPENT PUBLIC RECORDS OF DUVAL CO., FLA.
CERTIFIED TO:
_zz
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THERE MAY BE ADDITIONAL EASEMENTS ANID/OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY, BEARINGS BASED ON PLAT AS SHOAN
THE (/-07- SHOWN HEREON IS IN THE SPECIAL FLOOD HAZ.ARD ZONE -X-" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0041/6FOR THE CITY OF JACKSONVILLE. FLORIDA. DATEO-e-15-8,3.
ALL AMERICAN SURVEYORS, INC.
LMO SURWYORS - 8789 &W JOSE BLW, SU17F .301 - .0CXSM1U& FLORICIA 322F7 - 90�1739-2217
Lc!F<:?dmm THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS 4
EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS
CONC CONCRETE P.R.M. - PERMANENT REFERENCE THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA
MON. MONUMENT MONUMENT
p. IRON PIPE P.T. - POINT OF TANGENCY BOAPD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO ALL
-.R. IRON ROD P.C. CHAPTER 472.0271 / CHAPTER 61G17-6, FLORIDA, STATUES.
CH CHORD P.R.C. : PP001INNTT 00F CRUMRN"ESE CURVE A MERICA N
A ARC LENGTH P.0 C, — POINT OF COMPOUND CURVE
R RADIUS B.R.L. . BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURWYORS,
�ACT.) - ACTUAL LINE JAMES D. HAIMSON, JR., t44. 2647 INC.
�RP� PLAT U.D,E — UNOBSTRUCTED DRAINAGE
RADIAL EASEMEW
CENTER UNE L..S 0 - LAND SURVEYOR NUM13ER SCALE 'ZO
R/W R(GHT—OF—WAY P.I. — POINT OF INTEPSECTION
—x— - FENCE EOW - EDGE OF WATER
(W) - WITNESS TOB - TOP OF BANK DATE FL D S;IRVEYOR AND ;7PER
1 91
qoo : 69 F7L F oRDER No. q0-104-4
CITY OF
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
TELEPHONE(904) 247-5900
FAX (904) 247-5805
SUNCOM 852-5800
May 28, 1999
TO WHOM IT MAY CONCERN:
Please be advised that the City of Atlantic Beach owns and maintains the streets,
water, drainage and sewer at the following location:
1 1929 Mary Street
If you require additional information please call 247-5826.
Sincerely,
C/ / t
George Worley, 11
City Planner
GWII/pah
cc.- City Manager
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
��-' LOCA�,T[Ott,[NFORMATtOI4:�'
Permit Number: 19284 i Address: 1929 MARY STREET
Permit Type: FENCE ATLANTIC BEACH, FLORIDA 32233
Class of Work: NEW Township: 0 Range: 0 Book: 24
Proposed Use: TOWNHOUSE Lot(s):8 Block: 3 Section:0
Square Feet: Subdivision: LEWIS
Est. Value: Parcel Number:
Improv. Cost: 800.00
s A
Date Issued: 12102/1999 Name: RODGERS BUILDERS
*Fees: 10.00 Address: 794 FOXRIDGE COURT DRIVE #109
oue Paid: 10-00 ORANGE PARK, FLORIDA 32065
a
a e Paid: 12/02/1999 Phone: (904)272-6211
Work Desc: ERECT FENCE PER PLANS
PROPERTY OWNER PERMIT 10.00
ild
[ILI
2-1
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
Date: 12/87/99 01 $10.0014
CHECKS Receipt: 0016804
ATLANTIC BEACH BqLDING-DEP-T-- 001@0003221000 996
*now iocaxion ana ne19n% OT Tence as wen as iocaxion aT streexts).
CEI V
NOV 2 1999
CitY of Atlantic Beach
Building and Zonii.lP
VEY OF
MAP SHOWING BOUNDARY SUR
,qoU7-116ny OF IM5 OLCO� AS SHOWN ON MAP OF
5U,5 IDI V1510V�
AL CO
AS RECORDED IN PLAT BOOK PAGES OF THE CURRENT PUBLIC RECORDS OF DUV FLA
CERTIFIED TO: 1&06c-gs
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THERE MAY BE ADDITIONAL EASEMENTS AND OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY BE FOUND IN 4E PUBLIC RECORDS ON THIS COUNTY.
THE-(.�7- SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE_jK.�_AS SHOWN
ON FLOOD INSURANCE RATE MAP 0041C-FOR THE CITY OF JACKSONVILLE, FLORIDA, DATEO-8-iei-6'�)!.
ALL AMERICAN SURVEYORS., INC.
LMO SUM&yoRS - 8M9 SM XSE &M. wff W1 - ACXSo*VX, FLOR04 32217 - 9041739-2217
L4sgond THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE 1-51
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS 4
EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS
CONC CONCRETE P.R.M. - PERMANENT REFERENCE THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORILj
MON. MONUMENT MONUMENT A
'Y To
I.P. IRON PIPE P.7. - POINT OF TANGENW, BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT ALL
I.R. IRON ROD P.C' POINT OF CURVE CHAPTER 472.027 / CHAPTER 6IG17-6, FLORIDA, STATUES. CRIC
CH CIAORD P.R'C' POINT OF REVERSE CURVE AMERICAN
A ARC LENGTH P.C.C. POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOWED BY SEAL SURVEYORS,
-MBO
RADIUS B.R.L BUILDING REMICTK)N C
ACTUAL LINE JAMES D. KAIRRISON, JR._K/2647 INC.
PLAT U.D.E UNOBSTRUCTED DRAINAGE
RADIAL EASEMENT
CENTER LINE L.S.f LAND SURVEYOR NUMBER SCALE
R,AW RIGHT-OF-WAY P.I. POINT OF INTERSECTION
� r , - 91
FENCE EOW EDGE OF WATER
(W)- WITNESS TOB TOP OF BANX DATE IDA ISTEREb URVEYOR MD PER
x
qoo : (09 F7LE ORDER NO. q.0 1044
)-Z 2) 4�tp el o,2- /— o j,n e)l-
L L- 4!�7 1
4,-L. 151',
C' 4,1 4�
WALLS AND INTERIOR PARTITIONS, NONCOM BUSTI 13 L�E /
SYSTEM DESCRIPTION SKETCH AND DESIGN DATA
GA FILE NO. 2 HOUR 50 to 54 STC
FIRE SOUND
VENEERPLASTER,GYPSUM VENEER BASE,METALSTUDS
Base layer 1/2'type X gypsum veneer base applied parallel to each side of 21/2'metal
studs 24'o.c. with I'Type S drywall screws 24' o.c. Face layer 112*type X gypsum
veneer base applied on each side parallel to studs with 15/a'Typo S drywall screws
J q �t�'111 ml
12'o.c. No screws in runners. Apply 3/32* gypsum-vencor plaster over each face.
Stagger joints 24"o.c. each layer and side.Sound tested with 1'mineral fiber in stud
space.(NLB)
Thickness, 43/4*
Limiting Height: Refer to Section VI
Approx. Weight, 10 psf
Fire Test; UL F15085-7,P4142,12-1-6r)
Design U303
Sound Test, CK654-66,12-29-65
GA FILE NO. WP 1570 PROPRIETARY 2 HOUR 0 to 54 FSTO
FIRE SOUND
GYPSUM WALLBOARD,METAL STUDS,MINERAL FIBER
One layar 3/4' proprietary type X gypsum wallboard applied parallel on both sides of ....... ......-'.
3112" metal studs 24"o.c.with 11/4' long Typo S drywall screws 8'o.c.at edges and I M
12'o.c.to intarmediate.studs.Stagger joints 24'o,c.each side.3'proprietary mineral
fiber batts, minimum 2 pcf, friction fit In stud cavity. (NLO)
PROPRIETARY GYPSUM BOARD
United States Gypsum Company 3/4'SHEETROCKO Brand Gypsum Panels,
5.
ULTRACODEO Cora Thickness:
I-ImItIng Height, Refer to Manufacturer
Approx.Weight: 7 psf
Fire Test: LIL R 1319.91 NKI 6132,11-18-91
Design U491
Field Sound Test: USG-910617,6-26-91
GA FILE NO. WP 1615
FIRE . sqq�
GYPSUM WALLBOARD,METALSTUDS
Base layer 1/2' type X gypsum wallboard or veneer base applied parallel to each side
of 21/2'Metal studs 24'o.c.with 1'Type S drywall screws 24'o.c.Face layer 1/2'type
X gypsum wallboard or veneer base applied parallel to each side of studs with 15/a'
Type S drywall screws 12"o.c. Stagger face layer joints 24' from base layer joints.
(NLB)
Thickness: 41/2.
Limiting Height: Refer to Section VI
Approx. Weight: 9 PSI
Fire To st, UC,9-7-64
ULC BOT499,3-26-81,
ULC Design W414
Sound Test: NG02250,1-3-68
-451��:49 §TC�'
GA FILE NO. WP 1625--]-- EPROPRIETARY", .27HOVR
FIRE SOUND-
GYPSUM PLASTER,GYPSUM LATH,
METAL LATH,METAL STUDS
Nil*thiCk propriolary gypuni Inth appilod horlZ nt.Ily o 1/ 2 o, ool
8'1�e Inyor 'All 2' g
slud';�Jmo(-Al 16*o("'.with V lonij lypo S ftwall wfows 0'o.c. 3.4 lb/yd.5olf funing
kilaillond mosh rnolill 111111 appliod ovor gypsum loth to framing with 1' long Typo S
scrows. OL)tional minoral fibor batts In stud cavity. Face layer 3/4' thick scratch and
brown coats of 1:2 sanded proprietary gypsum plaster with a finich application of lime
gntiging p4-g;tar. Sound tostod With 2'minoral 11t)or batts. (NLO) Thickness: 43/4*
PnOPMETARY r.YPSUM LATH Limiting Hoight: Rotor to Manufacturor
11mitoo "ttifw; (.yp�aim Compnny -1/o'NOCKLATHM Pinsforl.3aso Approx. Wolght: 16 psf
Fire Tost. UL n 1310.2-28-90.Dosi$)n LAR4
S'oundl'w,st: CK(30-1.17,4-1-66
0(66-1-18,4 Ci-66
Infolm"ItIon (III
Zr-7-3W
W-1 1-4W, IZ&Vr
OTO
MIN 2XIO LEDGER BY BUILDER
L Z
TRA29 HANGER
ATTACHED TO LEDGER
W44W
6'0" 23-4" 6-0- 35'-4"
I-T
(D
I I J IL AL J[ J L AL J IL J L JIL AL AL IL AL AL AL I I
< AJ A2
U U U
2
ATLAS 35-4* 35-4"
TRUSS Building&Compon.rds,'Inc.
Palat)(a.Florida
Customer Name:Rodgers Builders
Job Name Duplex#1203
Job Address
Date or Drwg 07-17-1998
Drwg Number :M97
Designer :SFP/98
jo—ots9b-1JUplex #1286 - Al 17'2" Floor Truss) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
BOT CHORD 4x2 SP #2 N
WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
SPECIAL LOADS
------ (LUMBER DUR.FAC.—I.00 PLATE DUR.FAC.=1.00) THE ARCHITECT or ENGINEER OF RECORD SHALL EVALUATE AND APPROVE
TC - From 323 PLF at 0.12 to 323 PLF at 17.04 LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS
BC - From 10 PLF at 0.00 to 10 PLF at 17.17 ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS.
22.5" Typ
W3X3=— W=W2.5X4=— W3X3=—
WlX3(R)=— W2X4111 W2X4111 W2X4111 W2X4111 W2X4111 W2X4III W1 .5X4111 W1X3(R)
1 4-0 1-4-0
LP 8-1-2
W2X4UI W3X3=— W=W2.5X4=— W3X3=— W 2 X 4 111
i0E 17-2-0 Over Continuous Support
R-328 PLF W-17-2-0
Note: All Plates Are W1X3 Except As Shown.
PLT TYP. Wave TPI-95 Design Criteria: TPUS D) 18.2e6 FL/-/I/-/E/-/- Scale =.375"/Ft.
**WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOLING, SHIPPING, INSTALLING AND
BRACING. R EFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 68 P TC L L 40.0 PSF REF R012- -19472
INSTITUTE, 583 O-ONOFIO DR., SUITE 200. 0 '6311�)�Dlft SAFETY PRACTICES PRIOR TO ......I,nU4". TC DL 10.0 PSF DATE 07/20/98
E S 0 U "I. A
P RFORMING THE E FUNCTI NS. NLESS OTHER:'ISE I C'T1D TO C RD SMALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
—IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J�1 2NO,221 B C D L 5 .0 PSF DRW HWSR012 98201012
PRODUCT HE INC. SHALL NOT BE RESPONSI BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L 0.0 PSF HC-ENG MSD/WPF
BUILD TS' TRUS S ES I N CON FO R HANCE W ITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR
BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of 140S (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT.L D 55 .0 PSF SEON - 26908
CONNECTORS ARE MADE OF 20GA AST% A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS To
EACH FACE Of TR SS AND KLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER *" FROM SFP
40RO-." I DUR.FAC. 1 .0
AJpi-En&eercd Products Inc
Haizie—iCity,FL 33844 DRAWINGS 1 30 10 �KD 16UO A-F. All E4AGITHEER'S SEAL ONOTKIS DRAW INGEAP PLIES ONLY TO THE DESIGN SPACING 24.0
OF THE TRUSS DEPICTED HERE AND SHALL 0 8 f RELIED UP N I N ANY 0 1 H R WAY.
(8-6896-Duplex #1286 - A2 17'2" Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 4x2 SP #2 N + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2.
BOT CHORD 4x2 SP #2 N
WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
++ SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF
BEARING. ANCHORAGE TO BE DESIGNED AND FURNISHED BY OTHERS.
7-7-0 J. 24" -L 7-7-0
15" Typ.
i -
W4X4iai W=W 2.5 X 4=— W3X3m W3X3=— W3X3=— W3X4=— W4X4m
W1X3(R)=— W3X4=— W3X3—= W I X3(R)=—
T V T
1-4-0 1-4-0
+ ++ +8-1-2
'I Y Am W3X3=--= WlX3111 W 1 X 3 111 WM�
MPNW 4 X 5 W3X4m W3X4= W4X5=—
W2X4N W=w2.5X4=— W2X4111
17-2-0 Over 2 Supports
R=936 W-3.5" R=927 W=2'.,,
PLT TYP. Wave TPI-95 Design Criteria: TPHS D) 18.2e6 FL/-/l/-/E/-/- Scale =.375"/F- .
-WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC L L 40.0 PSF REF R012- -19473
INSTITUTE. 583 D'ONOFIO DR.. SUITE 200, MADISON. WI 01 Pp
53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEC TC D L 10.0 PSF DATE 07/20/98
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
STRUCTURAL
*;IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ay B C D L 5.0 PSF DRW HCUSR012 98201r----'
RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 0 F -
:OIL D THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLATION OR B C L L 0.0 PSF HC-ENG MSD/WPF
RAC I NG 0 FTRUSSES. THIS DESIGN CONFOR MS W TIN APPLICABLE PROVISIONS OF NOS (NATIO:AL DESIGN TOT
PIC E EN A N P LD. 55.0 PSF SEON 26875
5 IFICAT ON PUBLISHED BY IN AM IC N FOREST A 0 PA ER ASSOCIATION) AND TPI ALPI E STATE OF
C OWN EC 1 0 R S ARE MADE OF 20GA ASTH A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Owl*-- DUR JAC. 1 .00 FROM SFP
Alpine Engineered Producu Inc EACH,FACE OF IN U SS;.A"l UNLESS OTHERW ISE LOCATED ON THISIDESIG CO:NECTORSHPER
DRA NG 30 1 16 0 A-F. A ENGIN E 0 N TH S OR APPLI I I DESIGN
A:.NPOSITION
HaiXZ%City,FL 33944 1 E S I 1 5 0 D S N TE R'S SEAL I G IS 0 Y I
OF TH TRUSS DEPICTED HERE AND HALL NO 8 E R E LI E 0 UPO N IN AN Y OTHER WAY. SPACING 2 4.0
.(8_6896-Duplex #1286 - A3 10'2" Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
BOT CHORD 4x2 SP #2 N
WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
++ SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF
BEARING. ANCHORAGE TO BE DESIGNED AND FURNISHED BY OTHERS.
—4-1-0 .24" 4-1-0
15" Typ.
i -
W2.5X4=— W3X3=— Wl X3 III W I X3 III W3X3—= W2.5X4�
WlX3(R)=— WIX3(R)—=
T T
1-4-0 1-4-0
++ +8-1-2
W3X4=— W3X3=— W3X3m W3X4=—
W2X4111 W2 X 4 111
—1
10-2-0 Over 2 Supports I
R=551 W-3.5" R=542 W=2"
PLT TYP. Wave TPI-95 Design Criteria: TPHS D) 18,2e6 FL/-/l/-/E/-/- Scale =.375"/Ft .
-WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 40.0 PSF REF R012- -19474
INSTITUTE. 583 D'ONOFIO DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO eR P
TC DL 10.0 PSF —DATE 07/20/98
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. BC DL 5 .0 PSF DRW HCUSR012 9820101"
**IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED du
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO -ENG MSD/WP.F
BUILD THE TR SS E S I BC LL 0.0 PSF HC
CONFORMANCE ITH TPI; O:IFABRAICATINAG� HANDLIIG,,SIIPPING. INSTALLATION OR
S E 0 R S IS b,
BRACING F TU U SSES.N THI D SIGW C NFO M I H P PLIC 8 E PROV I S OF NOS (NATIONAL DESIGN I
SPECIFICOTION P UBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT LD. 55.0 PSF SEQN - 26878
A
CONNECTORS ARE MADE OF 20GA ASTH A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S
inC. EACHFACE OF TRUSS AND UNLESS OTHERWISE '.400t. DUR.FAC. 1 .00 Fl?
Alpioe 1 16 N E G ELOCAT ED THTISIDESRIG:.NPOSPITIOIEISCONNILfECTORSHPER ..........
DRAW NG S 1 30. 50 "0 0 A,F, A ' I" ER'' 'EALONON 11 5 1) A I G A 111 0 Y TO T E DESIGN
OF T ME TRUSS DEPICTED HERE AND S HALL NO T 8 E RELIED UPON IN A N Y 0 H,R WAY. SPACING 24 0
18_6896-Duplex #1286 - Cl Mono Hip Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
BOT CHORD 2x4 SP SS
WEBS 2x4 SP #3 THE ARCHITECT or ENGINEER OF RECORD SHALL EVALUATE AND APPROVE
LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS
ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS.
SPECIAL LOADS
------ (LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.—l.00)
TC From 54 PLF at -1.46 to 54 PLF at 3.00
TC From 100 PLF at 3.00 to 100 PLF at 13.65
BC From 10 PLF at 0.00 to 10 PLF at 13.65
TC 220 LB Conc. Load at 3.00
TC 1024 LB Conc. Load at 3.29
W4X 1210-- W2.5X4(R) lll
6 F__ W2.5X4m W1.5X4111 W3X5=— W4XlO=—
P T
1-4-0
L___j +8-1-2
W3X6—= W2.5X4=— W3XlO=— W4XlO=— r
W3X8( 1)—= W1 .5X4111
1024#
L_-1-4-OJ
1— 3-0-0 J— 10-7-12 _j
< 13-7-12 Over 2 Supports _�l
R-1692 W=3.5" R=991 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (S D) 18.2e6 FL/-/I/-/E/-/- Scale =.375"/Ft .
*-WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO RIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 40.0 PSF REF R012--19475
1 STITUTE 503 O'OKOFIO DR.. SUITE 200�R:AIE 53719). FOR SAFETY PRACTICES PRIOR TO es P. 7/20/98
E FUNC I MS. NLESS OTH IS I P 0 S L A
8 T 0 U SO:;.CATE. TC D L 10.0 PSF DATE 0
PIRFORMIN� THIS TO CH RD HA L H VE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
..I MPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE BC D L 5.0 PSF DRW HCUSR012 98201015
BC L L 0.0 PSF HC-E�G MSD/WPF
ILD THE TRUSSES IN CONFORMANCE IT TPI; OR FABRICATING HA:DL I 1%.SHIPPING. INSTALLATION OR
RACING OF TRUSSES. THI E GWN HNFORM S ITH APPLICAB�E P OVI S I S OF NOS (N TIONAL DESIGN
RODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
:U
S PIC IF C I SHED BYS D SI CO F TOT.LD. 55.0 PSF SEON - 26882
I AT ON PUBLI THE AMERICAN OREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF
CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO DUR.FAC. 1.0 ROM SFP
Alpine EngineeIed wwnm,inC. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER .........
HaLaZiCity,K 33944 DRAWINGS 130. 150 AND 1 60 A-F. A N E NGINEER'SSEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN
OF TH I T R USS DEPI C TED HERE AND S HALL NOT 8 E R LIED UPON IN ANY OTHER WAY. SPACING 24.0"A-
(8-6896-Duplex #1286 - DI Mono Hip Floor Truss Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS 14FR.
TOP CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
BOT CHORD 2x4 SP SS
WEBS 2x4 SP #3
SPECIAL LOADS
------ (LUMBER DUR.FAC*—1.00 PLATE DUR.FAC.-1.00)
TC - From 54 PLF at -1.46 to 54 PLF at 3.00
TC - From 323 PLF at 3.00 to 323 PLF at 13.35
BC - From 10 PLF at 0.00 to 10 PLF at 13.35
WH6iO-�
6 f—
n n A A T
lul lul lul 11 lul I L11 1 1-4-0
P rl Q Iq
U u U u u H R +8-1-2
W2X4 1 W2.5X4—=
L<1-4-OJ
1— 3-0-0 j— 10-4-4
FIE 13-4-4 Over Continuous Support
R-278 PLF W=13-4-4
Note: All Plates Are W1.5X4 Except As Shown,
PLT TYP. Wave TPI-95 Design Criteria: TPUS D) 18.2e6 FL/-/I/-/E/-/- Scale =.375"/Ft.
**WARNING** TRUSSES REQUIRE EXTREME CARE N FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING* REFER TO "1 0.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 40.0 PSF REF R012--19476
8 .1 eR P
INSTITUTE, 5 3 D'ONOFIO DR SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 10.0 PSF DATE 07/20/98
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
—IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5 .0 PSF DRW Hr&USR012 98201016
PRODUCTS, INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To BC L L 0.0 PSF HC-ENG MSD/WPF
: ILD IN E TRUSSES IN CONFORMANC E ITH TPI; OR FASRICATI NG. HANDLING, SNIPPING, INSTALLATION OR
RACI N G 0 F TR USSE S. THI S 0 1 SIGWN CONFORM S WI IN A PPLICABLE P ROW ISI 0 N S 0 F NOS (NATIONAL DESIGN Rol TOT LD I SEON - 2
SP ECIFI C ATIOR PU BLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF 55.0 PSF 6888
CONNECTORS ARE MADE OF ZOGA ASTM A653 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
Ajpjnj4,� �ACHIACIOF.TR�ISWAND NLESS OTHERWISE LOCAT NOTHTISIOESIG . POSITION CONNECTORS PER DUR.FAC, FROM SFP
U ED 0
Ci Ft�ft.Ine. DRAW NG 3 0 150 D 160 A-F. AN IN GINEER'S SEAL 4 H S DRA:ING APPLIES ONLY TO THE DESIGN
OF T H E TR U SS DEPICTED HERE AND SHALL NOT Of RELIED UPON IN ANY OTHER WAY. SPACING 24.0"
,- - - -unKnown - Ll 16'8"4 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF.
SEE DWGS S10015E & GAB98117 FOR ADDITIONAL REQUIREMENTS.
SPECIAL LOADS *
- -- - -- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
TC From 93 PLF at 0.00 to 93 PLF at 16.69
BC From 20 PLF at 0.00 to 20 PLF at 16.69
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
6 F—
(A) 8-4-6
W 5 X 415r-
W 2 X 4 D 1
n n 101 101 101 101 Ini
o-6-4 U u Ul -A� 8-1-2
y
W5X4—=
16-8-4 Over Continuous Support
R=112 PLF W-16-8-4 U=110 PLF
Note: All Plates Are W1.5X4 Except As Shown.
PLT TYP. Wave TPI-95 Design Criteria: TPUS D) 18.2e6 FL/-/l/-/E/-/- Scale =.375"/Ft.
**WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE en P TC L L 20.0 PSF REF R012--19477
INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO �n'
PERFORMING THESE FU:CTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 PSF DATE 07/20/98
STRUCTURAL PAN ELS. OTTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIGID CEILING.
. MPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INGINEERE BC D L 10.0 PSF DRW HCUSR012 98201025
I D j 0 1 2 CNCI,
PR ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE JO B C L L 0.0 PSF HC-ENG MSD/WPF
BUILD THE T R US S ES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLATION OR
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN 26891
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT LD. 37 .0 PSF SEON
CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .0
Alpin EACH FACE OF TRUSS NO NLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR.FAC 1 .25 FROM SFP
jEn d Prodo,Inc. DRAWING 1 1 D
FL 33 S 30. 50 �.' 6UD A-F. AN INGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 24.0"
OF TH E TRUSS DEPICTED ME R E AND S HALL NOT BE RELIED UPON IN ANY OTHER WAY.
6897-DuDlex #1286 - E2 16'8"4 MONO) THI S DWG PREPARED FROM COMPUTER I NPUT (LOAUS & DIMENSI UNS) SUbM1 I I tU b T I Ku�)�> vir K
TC CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBC,
CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
.WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF.
H — RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES.
1X4 STRESS RATED CONTINUOUS LATERAL BRACING CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN
EQ�-ALLY SPACED. ATTACH WITH (2) 8d NAILS. INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
W1 .5X4111
W2.5X410�
6P jr—
W5X40 (A) 8-8-5
+8-1-2
W1 .5X40 W5X4=— W3X3=—
W2X4(Al)=—
R=602 W-3" U=430 H=Alpine HM26
wl (4)10dxl-1/2_NAILS in Truss
w/ (6)10dxl-1/2_NAILS in Girder
Girder is (1)2X12 min. SP
LI-4-1
16-8-4 Over 2 Supports
R-714 W=3.5" U=320
PLT TYP. Wave TPI-95 Design Criteria: TPHS D) 18.2e6 FL/-/l/-/E/-/- Scale =.25"/Ft.
**WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R012--19482
INSTITUTE. 583 D'ONOFIO DR., SUITE 200 0 ,FOR SAFETY PRACTICES PRIOR TO P
P E S U T 0 U L 'S'l:�.CA'TED,"TG'P") ... .. TC DL 7.0 PSF DATE 07/20/98
RFORMING THE E F NC I NS. N ESS OTHiN."'ISE C RD SMALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
*;RIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j U BC DL 10.0 PSF DRW HCUSR012 98201009
ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 0.1
BUILD THE TRUSSES IN CON FORMANCE W ITH TPI; 0:1FABRICATING�EHARNDLISNG HIPPING,(,INSTALLATION OR BC LL 0.0 PSF HC-ENG MSD/WPF
BRACI N G OF TRUSSE S. THI S 0 E SIGN C ON FOR M S TH AP PLIC AB P 0 VI I�NSS OF DS ATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT L D 37.0 PSF SEON - 26901
CONN E CTORS ARE MADE OF 206 A ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS T:
EACH FACE Of TRUSS
Alpine Fngin=W Pmducts Inc AND NLESS OTHER ON THIS DESRIGN OSPITLIONSCONNECTORSHPER ....... DUR FAC. 1 .25 FROM SFP --
S 30 5 0 D 1 0 A '. AN GIN IN I SE L I IH S 0 AW G A P IE ON L Y TO I f DESIG SPACING 24.0
FairZsCity.FL 33944 DRAIING I . I �m 6U ':ISE,LO�ATE DA 0 1 i.P
OF j HE TR U SS DEPI CT,D HERE AND SHALL NOT 8, R,L I,D UP ON I N AN Y 07 H E R WAY.
ra-6897-Duplex #1286 - E3 16'8"4 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBC,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF.
H — RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES.
(A) IX4 STRESS RATED CONTINUOUS LATERAL BRACING CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN
EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
W1.5X4111
i
W 2.5 X 4-,-�
6-
W5X40 (A) 8-8-5
+8-1-2
W2X4(Al) W1.5X4# W5X4=— W3X3=—
R-429 W=3" U=350 H=Alpine HM26
W/ (4)10dxl-1/2_NAILS in Truss
w/ (6)10dxl-1/2_NAILS in Girder
11-4-0.., 3-4-0--J Girder is (I)2X12..min. .SP
16-8-4 Over 2 Supports
R=887 W-3.5" U-420
PLT TYP. Wave TPI-95 Design Criteria: TPUS 0) 18.2e6 FL/-/I/-/E/-/- Scale =.25"/Ft.
—WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R012--19479
INSTITUTE. 583 D-ONOFIO DR., SUITE 200 "All 11119),UFOR,SAFETY PRACTICES PRIOR TO ER P P.
P E RF ORMING THE S U 0 S U E E'1.' TOP C RD HALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 07/20/98
E F :CTI N . ML SS OTHiRWIS I CITED,
STRU CT OR AL PAN I L S. OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
';IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i U BC DL 10.0 PSF DRW HCUSR012 98201008
RODUCTS, TINC. SHALL NOT BE RESPO:SIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE T 1 .1
I M 0
NN!- BUILD T HE RUSSES N CONFOR AN CE ITH TPI; OR FAB III CATING HANDLING. SHIPPING, INSTALLATION OR - BC LL 0.0 PSF HC-ENG MSO/WPF
BRACING 0 F TR USSE S. TH is DESIGN N FORMS W IT" APPLICAB�E PROI I SION S OF Nos (NATIONAL DESIGN .1. Y) "I TOT SEON - 26904
_q%k SPECIFICATI P LISHED B T E MER'OA F OREST A." PAP ER ASSOCIATION) AND TPI. ALPINE STATE OF AD. 37.0 PSF
ON UB Y h A IC N
CONNE CTOR S ARE MADE OF 20GA AST% A653 GR37 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
ine F EACH FACE OF TRUSS AND NLESS OTHERWISE LOCAT THIS DESIGN POSITION CONNECTORS PER
Alp XX&=td prodUCtS IW DUR .FAC. 1 .25 FROM SFP
DRAWINGS 1 30 1 50 N D 1 U A-F. AN EN GIN E ER'S EDE L 0 N TH I S DRAW;N G A P P L I ES 0 NL Y TO T ME DES GN
HainEsCityFL 33844,' ; 60 AOM I
I Of,THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. [ SPACING 24.0
'---6897-Duplex #1286 - F1 24'7'14 Gable) THIS DWG PREPARED FROM COMPUTER INPUI (LUAU:� & UIMtW>IUNZ>)
CHORD 2x4 SP #2 N 100 MPH WIND, 20.17 FT MEAN HGT, SBC.
CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
WEBS 2x4 SP #3 WIND TC DL 5.0 PSF, WIND BC DL 4.0 PSF.
s:�:E-IIAL LOADS
- -- ---- (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.26)
TC From 93 PLF at 0.00 to 93 PLF at 27.78
PC From 24 PLF at 0.00 to 20 PLF at 24.66
From 4 PLF at 24.66 to 4 PLF at 27.78
DWGS S10030E & GAB98117 FOR ADDITIONAL REQUIREMENTS.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
W4X4�
d
6
6
W 5 X 4--,-
W2X4(Dl)=-
0-0-4 u U 0— 17-7-0
W5X4=- W2X4(Al)=- 0-6-0 +16-1-9
SUPPORT REQUIRED
0-3-8 AT END OF OVERHANG
L-3-3-6 TT
12-8-2 -L- 11-11-12
27-11-4 Over 2 Supports
R-120 PLF W=24-7-14 U=110 PLF R-133 W=3.5" U-830
Note: All Plates Are W1.5X4 Except As Shown.
PLT TYP. Wave TPI-95 Design Criteria: TPUS D) 18.2e6 FL/-/I/-/E/-/- Scale =.25"lFt.
**WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING INSTALLING AND 20.0 PSF REF R012--19484
BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISH(O BY TP'I (TRUSS PLATE TC LL
INSTITUTE, 583 D'ONOFIO DR.. SUITE 200 MAD IS' " 111I1),O10R'1A11TY PRACTICES PRIOR TO TC D L 7.0 PSF DATE 07/20/98
PERF 0 RHf N G THE S E F U NCTI 0 N S. U NLESS OTH�RWISE IIIATIO TOP C RD HALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 PSF DRW HCUSR012 98201010
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMA ITH TPI: OR FABRICAT HANDLING, SHIPPING. INSTALLATION OR B C L L 0.0 PSF HC-ENG MSD/WPF
IIRAC�NG OF TR - N'S D S I C '0 M TH PILIC B 1 0 10 S F N S TIONAL DESIGN
SPEC F1 A O:EPU I TOT.LD. 37.0 PSF
7— US" T ON R S WI A IN R VIS N 0 D (MA SEON - 26936
S ECEGW AG�E
OL 111111 BY THE AMERICAN ICHIIST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF
CONN I C JUR S A MADE Of 206A ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DUR.FAC. 1.25 FROM SFP
Alpine Eagineered Products,Inc. DRAW E f
HairZs City,FL 33944� TIENGSR130.OE150 AND 160 A-F. AN ENGINEER'$ SEAL ON THIS DRAWING APPLIES ONLY TO TH D SIGN
OF H T USS PICTIO HERE AND SHALL NOT Of RELIED UPON IN ANY OTHER WA-Y. SPACING 24.0"
c�---6897-Duplex #1286 - F2 24'7*14 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & UIMENSIUNS) SU8MI I ILU bf IKL14�. nrK.
T�,:- CHORD 2x4 SP #2 N :T3 2x8 SP #1 Dense: 100 MPH WIND. 20.53 FT MEAN HGT, SBC,
6,:— CHORD 2x4 SP #2 N ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF,
WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SP:7'IAL LOADS
- - - :__ (LUMBER DUR.FAC.-1.25 PLATE DUR.FAC.-1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
TC From .154 PLF at -1.46 to 54 PLF at 27.65
BC From 4 PLF at -1.46 to 4 PLF at 0.00 (A)(1) 2x8xO7-06-06 SP #1 Dense SCAB AT RIGHT END.
BC From 20 PLF at 0.00 to 20 PLF at 24.66 ATTACH SCAB TO FACE OF CHORD WITH:
16d—box—nails @ 8" OC, PLUS ADDITIONAL NAIL CLUSTERS AT:
BRG. : (5) , HEEL: (11) . Ist T.C. PANEL: (7) .
W4X4=—
W2.5X40 W 2.5 X 4---,
W 8 X 8---,
r-
6
W2X 1 Oir--
T3
(A)
17-7-0
W3X7=— W2.5X4=—
W5X4= W5X4=—
WU5(Al)� W7X6 (A2)=— 0-6-6 +16-3-1
LL-4-0 L-2-11-14-J
12-8-2 11-11-12
27-7-12 Over 2 Supports
R-1108 W-3.5" U-640 R=959 W-3.5" U-540
PLT TYP. Wave TPI-95 Design Criteria: TPUS D) 18.2e6 FL/-/I/-/E/-/- Scale =.25"/Ft.
—WARNING— TRUSSES REGUIRE EXTREME,CARE IN FAD RICATION, HANDLING, SHIPPING. INSTALLING AND REF R012- -19487
BRACING. REFER TO HIO-91 (HANDLING NSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 PSF
I M STITUTE. 583 D'OMOFIO DR.. SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO ES PIP,
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 07/20/98
. �k c4l
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTAtLATION CONTRACTOR. ALPINE EN
GINEERED J. 8 BC DL 10.0 PSF DRW HCUSR012 98201011
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMA WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR 1 BC LL 0.0 PSF HC-ENG MSD/WPF
F S T OS�T�ATI'OF'
N
IRACI G 0 TRUSSI HIS DES I G CD FORMS W IT" APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 97,
..CI,I""I ON PUB,IIHE.BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.LD. 37.0 PSF SEON - 26930
CONNECTORS ARE MADE Of 20GA ASTM A653 fR37 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO
Alpine Engineered Pwd [W EACH FACE OF TRUSS AN *LESS OTHERWISE LDCATED EST POSITLION CONXE%:TORSHPE% DUR.FAC. 1.25 FROM SFP
- - WU ' ' DR
City,FL 33844 FATW NG 130, 1 50 N D I OEA'F, SANLL NIN EE-SESE L PN,TH,S DRA GEAP 0 LY TO T E
Ilan= S 6U ING I t AONOTHISID i N P I IS N DESIGN
------ 0 JIJETRUSS DEPICTED N ER AND HA NOT 9 R.L IE 0 N N ANY OT" R WAY. SPACING 24.0"
Qablo 8nd -Details WITH OUT OXUS Wave Lhe Same 2-to-o 0-co. foe sin(110 -outlookeva
lumber and plate -requirements -as 'Pable Ends 4*0 0 o'#C4 fol, Wuble outlaaktra
HITHOW OUTLOOKUMS except as Aetall4d.
. 3XG
Both Itkitl plateo
Sheathln9 Outlouker_7. to match common
truss.
lor12 So.Pine, Fir-Laech or Ilen%-F1'c-
N -- ( t)PIcal)
4 sf 2-8-0 .1-4-0-0 to 6-0.0
7-P
SS psf 2-7-0 Dimension "A06
'Ito ba a,t least CABLF'.' CNU H&C1, IDCTA I L WITH OUTLOOKERS
Dimension "B"
% of Dimension j*I I
CABLE CNO so 6
LOAOING
Hallers between 5S 47
trusses Double Tr I udn when TC LL 30 psf 30 psf
J)Im. "A" Is over 2-0-0 . TC DL 1S psf 7 psf
Lath or Furring BC DL 10.psf 10 psf
—5 -T73s f
Strips TOT. 5 Psf
Sheathing outlooker Wit.FAC.1. 31 1. 3
Cable end
E2'x:6 11 or j2 so.Pine, Fir-Larch or Hem-rlr 2x4 0 6" O.C. or 24"o.c. ,4
Double Tru4a
47 psf - 4-2-0 2-0-0 to 6-0-0 when Vlin."A*
55 PST - 4-Pu 4 niruansion OEM-(to 10 over 2-0-0
W or lx4 Q 24"o.c. ,
U-1pension "a" lbe '6t least 001 OC
01menslon "B" 4-4 Rcontinuouc running in oome
01� "alle' r dLractlon as truss
00
CADLE HOMO 11 bottom chords.
Nallor haLween 1-6a6l oc -1sath or furring strips
trusses furrbiq strLpu AIAVINATC' CSILING FMI41tIG
%=At—' cm
= rz
= WJI I.M. P.D. Box MS
CM MSTRWAROG C) =
V-3 r-j FOWIWO BE�011�cnjDn 32001
9= ca r
sib = r*%) I-In 20J 70 1
I=$ =01 113
ro 101-ILY I EM W OUTL.00KERS
C.10 = C-11 C.3
r.-s TRUSS Q A109/3 11/10/78
FURNIN11 A C011Y %)V 1311S
A Itt
f ACI
WO 00�1 /
A , �4
105'
Scale V 20'0" 10'4 Prop.Ln.to House 7.5'BRL
.................. ....................................................................................................................... -----
26 P Ln.to fro t f o e
ous'�
Use
56 Co Co
CN Co
C
0
Flare 0
C14
to 27 > 56
Lr)
Co
CO
2
C
LL
LL 2
L>—
CIO 474
-------------------------------------
................................
m -------------------- --------------- .............../
10'4 Prop. Ln.to House 7.5'BRL
Lot 8 Lewis Subdivision
Atlantic Beach, FL
Drawn by B.R.Rodgers,PhD
August 6, 1998
Qlatifiratt of Orruparg
(fitu of
Atlantic lhac4 — Jflariba-
Department of 'Nuilbing Inspection
This Certificate issued pursuant to the requirements of Section 103.8 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 Townhouse Bldg.PermitNo. 17042
Group ---Y.-f raMe Type Construction sfa Fire District Atlanti ach
794 Fox!�rtidge Cr.Dr.#109
Owner of Building Rodgers Builders 1d,ess Orange Fl-,34 22 0 06 5
1-13u^Add�rass 1,92 ary Street Locality Atlantic- Beach- 'FT. 37233
By: DON C. FORD
ildin ial Date: 13
POST IN A CONSPICUOUS PLACE
Tertifirate of Mrrupanq
4.
Tity of
Atlantic igtac4 — 31oriba
10epartment of Nuilbing Inspection
This Certificate issued pursuant to the requirements of Section 103.Wfh_e�othern 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 Townhouse Bldg. Permit No. 17041
Group w.f rame Type Construction s f a Fire District Atlantic Beach
794 Foxridge Ctr.Dr.#109
Owner of Buildina -Rodgers Builders Address 0tange PRV- -5
1947 M -H 32233
BC,ng Address Street Locality Atlat&i�'iea��,
By: DON C, FORD
2 . 2 V� 9
Building Official Date:
POST IN A CONSPICUOUS PLACE
..........
Z
0.1trit-firate of Mrruvanru
Titu of
Atlantic lh# — Ylariba
19parttuent of Nuithing Inspertijan
This Certificate issued pursuant to the requirements ofSection 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
varl.ous ordinances regulating building construction or use. For the following.
Use Classification Townhouse Bldg.PerrnitNo. 17041
Group w.frame Type Construction s-,c a Fire District Atlantic Beach
794 Foxridr Ctr.Dr.#109
Owner of Building Rodgers Builders Address —3 Fz 3;1965
Building Address 1927 Maj:y Street Locality -��J"q�tI�'BeaL�,'�L 32233
za/ By: DON C. FORD
Building Officibli Date:
POST IN A CONSPICUOUS PLACE
—10-Amp—
Film
011crit-firate of Mccupunru
Titu of
Atlantic ISear4 — glariba
Bepartment of Nuilbing 3nspertion
This Certificate issued pursuant to the requirements of Section 103.8 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 Townhouse Bldg. Permit No. 17 0 4 1
Group w*�rame Type Construction s Ic a Fire District Atlantic Beach
OwnerofBuilding _Rodgers Builders Addre 794 Foxridr Ctr.Dr.#16-9—
ss FT j�
3?065
BuildingAddress 1927 Mary Street Locality— iantic Beach, FL 32233
"— � � a/ By: DON C, FO
Building Off iAl Date: 2 - 2
POST IN A CONSPICUOUS PLACE
..........
V -firatt of
IM W
(fitu of
Atlantic leaiil — 31oriba
Bepartment of Tguilbing �niipertivn
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certil�ing 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 Townhouse Bldg. Permit No. 1701.2
Group w.i:ra eType Construction Sfa Fire District At-Inntir 'RP;3rh
794 Foxrid e Cr.Dr.#109
Owner of Building Rodgers Builders Address 0,
,Lci1L,-,tZ: Park, Ft 32065
Bi Addres eet Locality At-Innt-ir R,-,qrh. F1 39933
By: DON Q. FORD
73
Buildin—g-Off�ial Date:
POST IN A CONSPICUOUS PLACE
............
AMINN ,
MIN 11
%p,mittratt of Myrruvanru
Titu of
Atlantic leac4 — 3lariba
Departvatnt of Tkilbing 3miVertion
This Certificate issued pursuant to the requirements of Section 103.8 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 TownhQu-- Bldg. Permit No. I 7nZ.?
Group w.i:ra e Type Construction ,,'ic a Fire District At-lnntir Rpnoh
794 Foxrid e Cr.Dr.#109
Owner of Building Rodgers Builders Address PU4, Ft 32065
Bui Address 1922 Mary Street Locality Atllgnt-ir Rpnrh, F1 39933
By: DQN Q. FORD
- (/" :3 - 2
Mijuirlybi,juial '*-� Date:
POST IN A CONSPICUOUS PLACE
------------ - ------------
CITY OF
V()SEMINOLE ROAD
ATLANTIC BEACH. FLORIDA 32233-544;
TELEPHONE (904) 2.47,5800
FAA (904) 247-5805
NOT i CEE
Water Department
FROM: Building Department
"D M-
Please be advised that 'khe f--inal building insz)ect-- cr., has been
cc-.np et ed on each o f-' the F o 11 owing add ress es and c ons�z--:c-. c:i wa er
is no langer needed:
Permit Number Address
IV, Z 7 -
IJ
Sincerely,
I
Building Department
BUILDING, PL4NNl.NG AND ZONING INSPECTION DEPARTVE.VT
CITY OFA TLANTIC BE4CH, FLORIDA
CERTIFIC4 TE OF OCCUPANCY
WORK SHEET
Daze Requested:
Building Contractor:�
Euilding Permit Number :
Address : 7- -29
: Z, y- J
Descriction
1mcrovements zc the above described property have teen comcletet
n accor-4ance w4
th the terms of the permit and is cer7 d t e
ready for occupancy as
Lowesz Floor Elevation:
recruired as builz
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DEPARTMENT DATE NOTIF17-D DATE APPROVED BY
Fire ' 14
Public Works 0
3 2
3-u, 1 d i n g
1 3-4 C,
CITY OF
A
g
/7C Yl-Y2-
Office otil ing fficial 6
lorr
3
REQUEST FIOR PECTIOfii2�� 3
73 Z I - -2
Permit No.
Date C,
Time A.M.
Received P
�',2 7-
Job res Locality
Owner's ) -
Name Contracto
AUrLDING CONCRETE KCEMIMTt—� P WING N MECHANICA
Ro._gT_W-,r—,ng'Ej Ro.g El Air Co
F,-,Wrn-g' El Footing
Re Roofing D Slab 0 Temp Pole E Top Out E Heating
Insulation 7-1 Lintel 0 Final Ll Sewer El Fire Place El
Pre Fab
READY FOR INSPEMON ca)
Mon. Sue Wed. Thurs. Friday—P.M.
A.M.
inspection Made P.M.
Inspector—
cupancy>(
-----------
Date
LAN
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
9 Nr,� S,-, V -
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
C_
L
ALF-------
7nV rT 4
LEI-$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
'inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday. BL!�,JC,0/Z_0
CITY OF
4&614a BWWA-
Office of Building Official
REQUEST FOR INSPECTION t176`41
Date Permit No.
Time A.M.
Received PM.
—----------
Job ess Lo ity
Owner's
Name Contracto
BUILDING CO RETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing Rough Wiring E Rough 0 Air Cond.& D
Re Roofing 0 Slab E Temp Pole EI Top Out E], Heating
Insulation 17, Lintel E Final E Sewer Uj Fire Place 0
Pre Fab
READY FOR INSPECTION
A.K
Mon. Tues. Wed, Thurs. Friday-RM.
(A:.M_)
Inspection Made '01 -I<
Final I
Invector
Certificate�dfl Occu
Date
FLOODPLAXR DEVELOPMENT XNFORKATZ014
Type of Developments ----------
I
Flood Zone3--a/--------------------
Required Lowest Floor Elwvationv___Ili� ------
If building in located within a flood hazard zonap a aurvey wus;t
be iade AFTER THE SLAB HAS BEEN POURED, certilyIng that the
LOWEST FLOOR ELEVATION In equal to or above the ban& ilood
elevation established for that zone.
No linal inspection will be made and no certificate of Occupancy
will be Issued until the survey In on -Sfiq� with the Building
Department.
COMMENTS3.
Applicant Acknowl*dge"nts I understand that the issuance OS
this permit. to coutift-g&nt upon the abovo information being
corr*6t and that the pie" and supporting date have boon or =hall
be provided an requirodo I agree to comply with all applicable
provisions of Ordinance No. 25-7-11 and all other lava or
ordinance= aflactIng the proposed dev*lopment.
Date---- /_:gt�_A�plioantls Signatur�:�-Z.2:z -----
------------------------------------------- --------
Department Us&
Oequirod Lowest Floor Clovatlon
As Built Lowest Floor elevation
Survey FLIed with Building Department ----
-ullding Dep sont;z
a twent Rvp-r'=';Z;Z ve
PQUU 3
MAR-23-99 TUE 01 :15 PM RODGERS CONSTRUCTION 904 272 8984 P.01
MAP 11511110WING BOUNDARY SURVEY OF
sourme —AS SHOWN OA1 MAP OF
vi.-I 112 oF lor5 .etxce—j
46-W15 .60501VI,5101,1 -
AS RECCORDED W PLAT L900K 24t pACES q0 OF 7'HE CURRENT PUBLIC RECORDS OF DUVAL CO., f
CERTIFIED TO.-
/.W?o
PE" CEIVED
44ARY 57�?&E-T i MAR 2 3 iggg
1 54-00 , ity of Atlantic Beach
NA,1�111 f 05K
Building and Zoning
0
Q)
J
10.
FRAW
%3
EJ
AtC AP
'71
7'
0 C Tcall
a3,01UAdZ,',*A1611
&45-5-
C'.��o-
THERE mAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY.
TM-4a7- !�HOWN H N IS ;PECLAL FLOOD HAZARD ZONE
ZED THE r/5-79
0_
ON FLOW INSURANCE RATE d FOR THE crry OF IACKSONVILLE, FLORIDA, DATED.
ALL AMERICAN SURVEYORS, INC.
LAND SURWTORS - 87H SW JOSE&M. wor mi - 44CKSOI%*JZ fLOIKK sofl�'34-2.217
THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
SUPERVISION AND DRECTION,THAT THERE ARE No ENCROACHMENTS
CONC CONCRETE P.R.M.- PERVANENT AVEAEKI EXCEPT AS SHOWN AND THAI THE SURVEY SHOWN HEREON MEETS 4
WON mo�w WOkVbdE-?f THE MINIMUM TECH14WAL STANDARDS SET FORTH BY THE FLORIDA
P.T. - P(ANT Of TANCORCY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO ALL
::'1,. 0"ON R"001 P.C. POINT Of CURVE CHAPTER 472-027 f CHAPTER SIG17-6, FLOA*k STATUES.
';� NMI) #.A C. POINT Of RrvEw CUR4 AMERICAN
ARC LE"Orm -.C�C. Paw or COmp*jw cuWA SURVEY NOT VAUD UNLESS EMBOSSED By SEAL
^.&.2 8, .1 A� E�TxwV SUR VEYORS,
ACIVIL IK JAMES D. WMSON. 2047
PLAT Vol QW09s"NCTO ORA-AIX INC
"'DOL E-sched � 0
MNRR UNE L3.1 LAM WROEYOR NVIASER SCALE
NNW P.I_ POWT OF NTIr*s[Crx)N
FENCE r,*W M OF WAM
.T%rq.,q TM TOP Or ANNX DATE GiSTERE��URVEYOR AA(r'p#'PER
IOA- I�
r.8, q0q;(09 mr ORDER AID. 190-1044
RECEIVERlTy OF
AN 13 1998
,::L ---Bleck 8........Swction 0........ A I I.AN 1'1('Ilt U'll.F1 0 R 111" 4:-'t% -
City of Atlantic Beach n-j.m-iiom.1q(14j -,,47-5,%jxj
Building and Zoning tjkX
;Ur
DESCRIPTIOU OF WORK
jr Adz.,roan
If Ln I FLOOD HAZARD
--------&iron complato pug* nrief
Classe of Works
OnING INFORMATION
Type of
o;,2nq Proponed,
Eatimatwd Value
xceptiona or ft a t*r I a I a I Q_Ine�12,M-1
arlancen Grent*ds------------------—----
Solid or
------------------------------------- JrAllvd
Grounds, t F-1A, r, �_-4,6
OWNER imrORHATZON
4)
Hothad of Houtingti-11�i.-
Property Owners ------------ Phones------
Mailing I
Addrwwa ------------
---- zipis.
--------------
CONTRACTOR INFORMATION
Contractor t Z(4) P'hona:
, - ------------------
MaIllng
Add rtpa
k�4
-- .6�- ,3,;:) ----- zlpt.3� ----- -
Cd -7 e_1�,5�- Expiratily.,,, I '
License Humbert - �1 C Y
................. ----------- Dates-----
I "111911Y CCRTIrY TWAY I MATC lICA0 AM* CKA11111911, THIN APPLICATION AND 014OW INC ':;AMC Tr I I* r
AMID COXXrCT ALL, "OV9111011111 Or INC LAWN AND OWINANCts Davcnwino vjjt,. TypE
C JNPLICO WITL' wNXI'malt orcarswD pgxKim on Nor. INC CX4MTIMtl or A PLnMIT WL'; N-jr 0 1 i
OIVC AUTWORITY TO VIMATS 04 CAMCSL 111k rROYSSIONS or ANV VOKMAL. 2TATC 004 LCI:At
"COULATtONS. OADINANCIII, 04 LAWS 101 ANY HANNICK. INCLU01"n 'rill: COVFNNTXn (IV CONSTAt-f ?I("-
rcarosmAuct or cuummTsom or vuc pnnjgcT. I UNUCOILTAND 111A T TUC 3 V11 t I-t
CONVIkUK"T UPON INC ASOVS SUMMATION 499840 INUe &xv coaaccr Amv ruar INC il.AX1 AND
DATA MAVC nrrx an SMALL 21C PROVID90 AS 11COUS1190-
owner 5icrnatiorep - - -----
A
Cotitroator 9igisattire-
._7 0
BNM THRU TROY FAJN Wsu�
;XPM
my COMMON
August 27.20C
MAR-23-99 TUE 03:1� PM RODGERS CONSTRUCTION 904 272 8984 P.01
MAP SHOWING BOUNDARY SURVEY OF
1,6er#,o;qj-y Veo.A-I6o7'bBLOCK 5 AS SHOW,'; ON MAP OF
RECEIVEur"'
AS PLECOPOF0 IN PLAr BOOK fig PAGES_ff—OF NE CURRENT PUBLIC RECORDS OF DUVAL CO- FLA.
CE'9T]ITIED MR 2 3 1999
TO: '�boeec'es 8U//-'0F'v5
City of Atlantic Beach
Building and Zoning
44ARY -57-1�&E-T
--112.0,
Avo.�11"/p
11077 k,7Z
IL.b)
N
T\
C
R)
7-7--W"
Ale
0 V p
115'o' 0
0 C 7TA4P
8,rAxA(A.4*o,v.'Ix1:'wtsY
Fw LorM,6JU-
&cy(/-5-I-OA14.vo-
THERE MAY BE ADDITIONAL EASEMENTS AND/00 RWRCTIONS THAT ARE N,-)T SHO*N
ON THIS SIj(?VE`Y THAT MAY BE FOUND IN THE PUSUC RECORDS ON THIS COUNTY. BEARINGS WED ON PLAT AS SHOwN
THE EREON IS IN THE SPECIAL FLOOD HAZARD ZONE ks -N
0?41C FOR _a,,
ON FLOOD 'N 'U,AP ?ME CerY OF JACkSONVILLF. rL.;IfA7 EDS?/5-e1,
ALL AMERICAN SURVEYORS, INC.
LAMP SURVEYOon - 8789 SW JOSt VCM, SUIT JVI - j4CK-10VIIUr. rLOR04 J22f7 - 9041739-2217
L THE ABOVE LANDS WERE SVRVEYEO UNDER MY RESPONSIBLE
S S-ONON AND rKAT THF SURVEY SHOWN HER
CONC copcRVE . VC�(WT REFCRIE�Cj 5UPERVI ION AND DIRECTION. THAT THERE ARE NO ENCROACHMENTS z
P EXCEPT 5 IEON MEETS
mmkmcky THE MIN IMUM TEC:mNICAL STANDARDS SET FORTH BY THE FLORIDA
P.T, - V0—Or TANCEw-' 80APO Of PROFFSSjONAL SURVEYORS AND MAPPERS PURS.T To ALL
9, IROW ROO PX - POINT OF CURVE CHAPTER 472.027 / CHAPTER 6IG17-6, FLORIDA. STATUES,
C. CIO" V.Wc�- -0*vT C'fto4itm CURA AMrRICAN
MIC t r r. P. C PONT OF comecu-0 cu�4
K.Ow SUL&NO AISTR-CI.C. tUAVEY NOT VALID UNLESS CU90PED Dy QFAL SURVEYORS,
CT.) ACNAL LWE A4MES D. HAAMSON, JR.. N4F, 2647
V.0,E 0"097TRUCTIC0 DRAPIAGA INC.
"2'AL EASEKNI
Memo U-E .SO VAIQ 5v.."Qp..wa(p SCALE
PONT
WAII 0
T(W�. IIA- j\&II
I'LORIOA RECISTEREV SURVEYOR AND LWPER
1 81
FR na- ORDER A10. -90-1044
5 r-T WING BOUNDARY SURVEY OF
MAP Sh 0
LOT BLOCK AS SHOWN ON MAP OF
66WI5 50301 10ki
AS RECORDED IN PLAT BOOK-24 PAGES 00 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
CERTIFIED TO: evO&Eg5 6ull-O&Rs
-zz
RECEIVED
r6ol,?Iw�AR , n 1999
A4ARY 57-1�&C-T u
CitY of Atlantic Beach
Buildi�)J.Smd ZOning
Vo Avo.h-1-12
Q)
/0' -3A51�331 /0-33
�j
156P 0
0
6 0 XAlf
nW Z07-0 &.453,
aev(/3 1
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. BEARINGS BASED ON PLAT AS SHOWN
- THE t'-07- SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE_��AS W
ON FLOOD INSURANCE RATE MAP
_OZ416-FOR THE CITY OF JACKSONVILLE, FLORIDA, UATED19!-15�dl.
ALL AMERICAN SURVEYORS.. INC.
LMO SURn"yMS - 870 SW j0M &VD., suar Jot - ACKSOMEM FLORIDA 32217 - 9041739-2217
Ldr-q THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE 51
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS 4
EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS
CONC CONCRETE P.R.M. - PERMANENT REFERENCE THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA
MON. MONUMENT MONUMENT BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO ALL
P. IRON PIPE P.T. : POINT OF TANGENCY I I
i-R. IRON ROD P.C. POINT OF CURVE CHAPTER 472.027 / CHAPTER 6IG17-6, FLORIDA, STATUES.
CH CHORD P.R.C. - PONT OF REVERSE CURVE AMERICAN
A ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOS$ED BY SEAL SURVEYORS,
R RADIUS D.R.L. - BUILDING RESTRICTION JAMES D. KAMS0141 JR., 2647 INC.
ACTUAL LINE
P PLAT U.D.E - UNOBSTRUCTED DRAINAGE
R� RADIAL EASEMENT
1j CENTER LINE L.S.j - LAND SURVEYOR NUMBER SCALE
R/W RIGHT-OF-WAY P.I. - POINT OF INTERSECTION 9
—x— - FENCE row - EDGE OF WATER �*D�AE61�TEREI,�URVEYOR ER
(W) - WITNESS TOD - TOP OF BANK I DATE I=1 I
B. q00 . (09 FILC 7/4 ORDEER No. 99-1044
CITY OF
4&a^4'c heacA A;4U#4:&
Office of Building Official
REQUEST FOR INSPECTION
/ 70
Date Permit No.
Time A.M.
Received PM1
_-9- 0(
Job Addrew Loc lity
Owner's
Name Conlractor
BUILDING CON ETE ELECTRICAL PLUMBING MECHANICAL
Framing Footing E Rough Wiring C Rough E Air Cond.&
Re Roofing Ell Slab Tamp Pole E� Top Out Heating
Insulation 7j Lintel C Final E Sewer Fire Place
P Fa
.1 re b
ING CON�ETEELE( MECHANK
READY FOR INSPECTION
Mon. Wod� Thurs. '�,Ddy
&�"&, 24 A.M.
Inspection Made
Final Inspection 7—,
Inspector—,_—_
Certificate of Occupancy E
Date
LAN
0 R
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
12- LP
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
1-,Z'7�71-
6
$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve thp installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBiNG
ment for an inspection. Field Inspectors
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday. BLDG ��W
LAN
19RI
NOTICE
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS r� DATE
12- /- f P
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted,
Co %J 1:)�e_7�-
1 1 $15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday, BLDG
CITY OF
Office of Building Official
lCial
REQUEST FOR INS7PEEION.
Date Permit No. -7
Received P.M.
Job Ad Zr,,� Locality
Owner's
Name Contractor
BUILD�ING PWMBING MECHANICAL
CONCRETE
ELECTRICAL
Footing Rough Wiring Rough E Air Cond.&
Slab Ej Temp Pole C Top Out 0 Heating
Lintel El Final C Sewer LE Fire Place E,
Pre Fab
READY FOR INSPECTION
rA,M.
Mon, Tues. Wed. Thurs. Friday
(El 2
A,M�
Inspection Made -PM,
Inspector- Final Inspection D,
Certificate of Occupancy E
Date
CITY OF
4&6^4-c BwaA-0%
Office of Building Official
REQUEST FOR INSPECTION 176V2,
Date 11-3 0- 9� � Permit No.
Time 7 A,M,
Receive
Job ress
Owner's
Nam Contra tor
BUILDING CO RETE ELECTRICAL PLUMBING MECHANICAL
El Footing 1-1,11 Rough Wiring E-,, Rough 02 Air Cond.&
Re Roofing 1-1 Slab
t1-1 Temp Pole E� Top Out 2 Heating
Insulation >9'— Lintel C Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Wed, Thurs. Friday
A.M.
Inspection Made P,M.
Inspector Final Inspection F-
Certificate of Occupancy E,
Date
LAN
OR
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
MBADDRESS OATE
._2 _
Ma7 M,2� 3-7�
THIS JOB HAS �OT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted/-)
Z
A)6
All,
7;�
14
$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been PLUMBING
made, call 247-5826, Building Depart-
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00 11-4
p.m. Monday through Friday. BL"
LAN
c')
0 R
110M
OF
JOB ADDRESS
F,
L
THIS JOB HX9 NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will e accepted
V
�DO 44)A)
en-A)
-1 6a. -5-' '0 'eI2
$15.00 REINSPECT �EE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation,
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
T).M.Monday through Friday. BLDG.
LAN
12 R
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
/ _y
oa�" '5 �/ _Z 7il
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted I
J/ra ee- 'P , c
$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00 EILDG C&
p.m. Monday through Friday.
ATE; Z- 5 - 9S
-----------
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY:
L-7/3 7 ---------------------
ZZJ,,7, 1 g.;2 9
------------ - - ---
- --------------------------------
-------------------------
-------------------------------------------------
-------------------------------------------------
Enclosed are the blue copies of the permits.
SINCERELY,
BUILDING INSPECTION DIVISION
cc: FILE
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233 � I 1'�
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV.
Street Address: ';7 192
LOCATION
OF Intersecting Streets: Between And
BUILDING Sub-division
II. 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 attac4d 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 McGowan ' s Heating & Air— Contractors
Contractor (Print) Cond . Inc. Master CACO-18970
Noms, of M-48
Property Owner 113z_1_'1L
Signature of Owner Signature of
or Authorized Agent
49(z2z__40_�� Architect or Engineer
III. SWERAL INFORMATION ( )I _N11
A. Type of hosting fuel: \Ij El.
IS OTHER CONSTRUCTION BEING DONE ON
�C 3 0 L P 0 Natural 0 Central Utility THIS BUILDING OR SITE?
IF YES, G16E NUMBER OF CONSTRUCTION
13 Oil PERMIT
Other — Specify
IV. MICH�NICAL E9UIPMENT TO 11E INSTALLED NATURE OF WORK
fIP vide Complete list of components on back of his form) Residential or El Commercial
Host 0 Space 0 lltocol)w �9 Control 0 Floor _?0New Building
Air Conditioning: E3 Room 'VI—C ti C3 Existing Building
"Duct System: mater6l icin, 144 Replacement of existing system
I / Z�I )SIL-L4_—
Maximum cap '9L —c.f.m. �100 Now Installation(No system previously Installed)
U Refrigeration Ino Extension or add-on to existing system
0 Cooling towor: Capacity 9-pin. 0 Other — Specify
C) Fire sprinklers: Number of heads
C) Ellovistor (3 Monlift 0 Es"14to (number)
THIS SPACE iOlt OFFICE USE ONLY
E3 Gasollins,pumps Inumber)
C). Took. .(numb*r) Remarks
E3 LPG contain* (numbisr)
C) Unfired pressure vessel
Permit Approved by
E3 1016" Do
0*-W Specify Permit Fee
UIST ALL EQUIPMENT
AUt CONDITIONING AND REFRIGERATION EQUIPMENT
A
NumberUnits Description Mollial Number Manufacturer ASIOW
IMATING - FURNACES, BOILERS, FIREPLACES
Sells
NUMbliwVnits Description MW Number _T4 M—W,
'q_:;, eo 5,
TANKS
MW many Nanaw capactity Ty" UqW4 NAM*at saw A Win
and DIZU11111141101111111 Contained Manuf"tUXIIIIr No. 9
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
CALL-IN NUMBER
APPLICATION FOR MECHANICAL PERMIT
IMPORTANT — Applicant to complete all items in sections 1, It, III, and IV.
Street Address.
LOCATION
OF Intersecting Street$, Between And
BUILDING Sub-division ��4
11. IDENTIFICATION — To be completed by all applicants .
In consideration of permit (liven for doing the work as described in the above statement we hereby agree to perform said work in accordance
with the attack9d 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 McGowan I s Heating & Air— Contractors
Contractor (Print) Cond. Inc . Master CACO-18970
Name of M-48
Property Owner /3,,�a
,q
Signature of Owner Signature of
or Authorized Agent or Engineer
Ill. GIENERAL INFORMATION
A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON
Electric THIS BUILDING OR SITE?
X
C) Gas—0 LP 0 Natural 0 Central Utility
IF YES, GIVE NUMBER OF CONSTRUCTION
13 Oil PERMIT _ )�Q'
13 Other — Specify
IV. MIICI�IANICAL VOUIPM04T TO It INSTALLED NATURE OF WORK
(provide complete list of compononh on back of this form) Residential or El Commercial
Host [I Space 0 Recessed >dl Control 0 Flow Now Building
Air Conditioning: [3 Room Control El Existing Building
ct syoorn. Mofo Thickness.!n Aw 0 Replacement of existing system
I C.f.m. Now Installation(No system previously Installed)
Maximum capacity
0 Extension or add-on to existing system
E3 Refrigeration 0 Other — Specify
0 Cooling towisr: Capacity
CI Fire sprinklors: Number of head-
C) Elevator [3 Monlift 0 Escalato (number) THIS SPACE POR OFFICE USE ONLY
E3 Gasoline PumP4 —(num6orl
[3, Tom I .1numbor) Remarks
[3 1%containis (number)
C) Unfirod pressure vosso
Pormii Approysid by Dole
0 sours
b O"w Specify Permit Fee
L119T ALL EQUIPMENT
Ant CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Avirmwar
NumberUnits Description Model Number Manufacturer (TOM) ASOW
12
HEATING - FURNACES, BOILERS, FIREPLACES
xun*w units Description MoOM Number wanufacturlif
A!P- q�4_ C1�5— �7
TANKS
now Many Noobw capacity Type Liquid Nme at serial Approving
and DInandons Contained Manufacturer No. Apocy
_y
'7- "_>
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
Date
Permit No,
Time A.M,
Received
Permit No,
P cal't
Job Adore calit
Owner's
Name _7m Contractor
BUILDING N(AETE ELECTRICAL PLUMBI 'MECHANICAL
E�, .g
Framing 0 Footing --I Roug�h Wiring El oug Air Cond. &
Re Rooting Fj Slab 0 Temp Pole (7, Top Out [I Heating
Insulation 1-1 Lintel 1--i Final 0 Sewer 10 Fire Place
Pre Fab
READY FOR INSPECTIPW--,,� A.K
Mon. Tues. Wed. T h�., Friday_47�11
,- 10 1 kK
Inspection Made
Inspector Final Inspection 0
Certificate of Occupancy,--,
Date
CITY OF
Office otdin;!cial
I CT
REQUEST FOR INSP CT N
76 Date ermit No.
Time A,M,
Received Pk
Job Addre y
Owner's
Name Contractor
BUfLDING ONCR E ELECTRICAL PWMBING MECHANICAL
Framing El fE Rough Wiring E Rough E Air Cond,& E
Re Roofing Slab Temp Pole C Top Out Heating
Insulation L—' Lintel Final 11 Sewer Fire Place Ej
Pre Fab
READY FOR INSPECTION M)
Wed.
Mon. x;:', ) Thtir� Friday
AC
Inspection Made PM.
Inspector Final Inspection F
A -T all,4- 5 Certificate of Occupancy 11
f6 T It Date
LAN
OR
OF
I' ve sea
JOB ADDRESS DATIE
THIS J013 HAS NOT iEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepte
sy lew)�
�1 5.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any partof the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been PLUMBING
made, call 247-5826, Building Depart-
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00 BL
p.m. Monday through Friday.
LAN
OR
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
92 ;7 �-2 2: lVoAl-J)" , 9 ,179F]
THIS JOB HAS NOT B�LN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
rck
A- In I I*f
u:74 ci
t
$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been PLUMBING
made, call 247-5826, Building Depart-
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday.
DATE: _
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
Z13 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTIOMS ) HAVE BEEN MAGE AND Aka
SATISFACTORY :
-------------
77
- - ---------------------------
-------------------------------------------------
--------------------------------------------------
Enclosed are the blue copies of the permits.
SINCERELY,
ILDING INSPECTION DIVISION
cc :FILE
CITY OF ATLANTIC BEACH, FLORIDA
Appro-d bV APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:--
IMP013TANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, wl.
HEREBY AGREE-TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS.
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE H THE ELECTRICAL REGULATIONS, CODES AND CITY CA
ATLANTIC BEACH ORDINANCES.
ELECTRICAL FIRM: WASTER ELECTRICIAN SIGNATURE
NAME. —ADDRESS:D-21iffic-l—q-sif V�lp RFD__ BOX
BLDG.SIZE BETWEEN: S�l i f-y-)g "t
RES.le�APT. ( I COMM. ( PUBLIC INDUS. I I NEW OLD REW.
ADDITION I I TRAILER ( I TEMP. (-K'SIGNS I I SO. FT.
SERVICE: NEW r-)' INCREASE ( I REPAIR ( I FEE
CONDUCTOR SIZE i LIA (PD AMPS COPPER I ALUM. (,-I'
SWITCH OR BREAKER 6�pp AMPS 3 W L��T RACEWAY
EXIST.SERV.SIZE AMPS PH W� VOLT RACEWAY
FEEDERS NO. SIZE INO. SIZE I NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0.30 AMP6. 31-100 AMP
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0.106—AMP68. ov
APPLIANCES I I BELL TRANSF._L__
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 N-P- I VOLTAGE1 PHS
MISCELLANEMS L-)-77iX TT7rT7 .pc72__
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. KVA I I NO. lKVA
NO.NEON TRANSF. NO. VA. __]_MA. MOTOR SIZE SWITCH
EACH SIGN 1 11
FORWARDED
$
TOTAL FE�1--
CITY OF ATLANTIC' BEACH, FLORIDA
F- Approv"bv PPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:--
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, ft4
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.
th:� V- E)92;1IL, �-zo't
ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE
NAME� ADDRESS: RFD--bOX--
BLDG.SIZE BETWEEN: Lau)is <�t.Lt�y i
RES. �-� APT. ( COMM. ( PUBLIC I INDUS. NEW G4-' OLD ( f
ADDITION I TRAILER ( TEMP. ( SIGNS I
SERVICE: NEW( INCREASE ( REPAIR ( --FEE
CONDUCTORSIZE AMPS COPPER I ALUM,
-)IOLT
SWITCH OR BREAKER AMPS PH W1 .24- RACEWAY
EXIST.SERV.SIZE AMPS PH IN VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED- OPEN TOTAL
0.30 AMPS. 31-100
SWITCHE
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0.100 AMPS.
OVER
APPLIANCES BELL TRANSF.
AIR H.P.RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS JCEILHEAT: KW-HEAT
OVER
MOTORS H.P. VOLTAGE PHS No. I H.P. VOLTAGE PHS
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. KVA NO. lKVA
NO.NEON TRANSF. 0. VA. MA. SWITCH FLASHER_____
EACH SIGN MOTOR SIZE
FORWARDED
$
LTOTALFE
CITY OF ATLANTIC BEACH, FLORIDA
Appro"d by PPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:�— .19
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 'a)
HEREBY AGREE-TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IWACCORDANCE Wl H THE ELECTRICAL REGULATIONS, CODES AND CITY ui
ATLANTIC BEACH ORDINANCES.
EL?CTRICAL FIRM: ELE RICIAN SIGNATURE 4Quflbliylylp'
NAME. ikDDRESSJ cr��t
BLDG.SIZE BETWEEN: Le v4 i'7�->
RES. APT. ( I comm.( PUBLIC INDUS. ( NEW( -+-'OLD REW.
ADDITION ( ) TRAILER ( ) TEMP. ( I SIGNS ( ) 5 (4? SO. FT.
SERVICE: NEW(--�INCREASE I REPAIR ( FEE-
CONDUCTOR SIZE 2-
AMPS COPPER I ALUM
SWITCH OR BREAKER AMPS PH -3 W OVOLT RACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE INO. SIZE I NO. SIZE
LIGHTING OUTLETS CONCEALED- OPEN TOTAL
RECEPTACLES CONCEALED OPEN TO L
SWITCHES 0.30 AMM 31-100 AMPSJ
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0.106-AMPS, ViR
APPLIANCI BELLTRANSF.
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. I H.P. VOLTAGE PHS
MISCELLANEOUS
r-Sl�R 177T)14 Eti
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. K VA NO. lKVA
N EACH SIGN 0. VA. IMA. 11 MOTOR SIZE SWITCH FLASHER_________-_
0. NEON TRANSF.
FORWARDED
$
TOTAL FEES
Of
0A
oitlee,
Olk
I f �Ao
?�ea,)e'5
PJA.
IC,
Pk�
\Ae \ace
gake opt"
ed
I�o-ll
ess 10 0\0
Se*e�
�kooq\\qoXe
co \014
0,N'."s 6 1 Dldm �'
lAavf\e —
66ke,
f-T,av6\nq \Ned- e&on r
0�*�Ocj \�\Sq 'Opan,�
\A'V�o 1) "1 or,
\061j'alX0
17005
DEPARTMENT OF qUILDING
CITY OF ATLANTICBEACH
------ LOCAT
ER141T I PORMAT ION A dress 1519,1 HART $TjkXZT
M
R
ert rj.Di nk 'll
or NuImb ATL
it T L
-------- DESCRIPTION
Block 3
-of Work,* EW 'T"
L 0 t
OOD FRAME
�col, tr. Type t, Subd.:'92
0
seotion:
6so
d Use.170"WHOUSE
v on:
Subdi
ings 0
0.00
cost:1 0,010
ov
Sa.So'
otai Fees,
53 ,50
unt pai. �;11,
a pa,
98:
to
P Deffic, 'IN NEW , RESIDINCE
it
ON' 'FEZ$ -------
0 LtdATI
53.50
ODO
J
h6 e, hiod",
TION
ON
GAT, K
am
9 IN , NORT_
"W:1
—1-1 '113
C? 037187
t ITO
' N
N
T
0IN
N 0'ME ON$ MUST�PE OCTIO
INSPECTI, REQUESTED AT LEAST,241
f
IC PAC,E,,AND MUST SE
RIAL,R ORK MUST L�1N PUBLI,
-CONTRACTOR OR
AWAy�By�jqkEk
A, 40,HAUL90
A,
IBUILDWO Uj3,0IsH,,ANb DEBRIS FROM THIS W
OVV14
'AR9D UP
SULT IN
ECHANICS! LIEN LAW,
TO ,COMPLY WITH THE M
"'IFAILUK FEMENTS.,
THE PR , ERTyOw ,
NO TWIte FOR bu' moiq M
NER,PAYI
'AND.,SUBJEC'
i,TO REVOCATION FOR
ARE PART OF TH
'j,%UED ACCOf OING
To APPROVED PLANS WHICH ISLI -,14
IONS OF LAW.
OF APPLICABLE PROVIS
1�'J
re"
. 3
locl 011
Soot
subdivi
E T
N
Elyl
17
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
INFO
------ LOChT ON,
Omp T 1014
IT IN?
pZP14
917
dress
17094
t Nur
,aber ATLANTIO BEACH
Pt #wit Type:1PLUMBIRG' ------- Olt
LE'dAL :DES 11PTION- ------
of workk MW
Lot a
B I ock,*. 3
�c RAME Rhq
0 Type v;�400D r Sectiow. ,
NVIOUSE
pr "psed Use'. rOW 'Subdivision: VIS
oiling$.. 0
0, 00
Valun
0.00
cost *
53. 50
unt paid
Ate 'PA,
RESIDENCE
-------------
Deac a IN N04
------- 14 'rats
------ A041CATIO
OW
001"i-15' NKI 53, 50
0 110 9
R,
fie
T
44
TION
�CON,
ORAN(
Lo
Ad : � qq IN , 0ORTIV;
' 't 'dPC037,1 7
PAIORTO INSPECTION
ir E REQUESTED AT LE 1
N E PEtTION,S'MU$ AST
IN PUBLIC SPACE, AND MUST BE
IS WORK MUST NOT BE
AL,,,Rt4f��91SH AND DEBRIS,FROM TH
a&AT
WING T
R OR OWNER
HAULED,,�OAY,9YEITHER CONTRACTP
ARE
�1�* f MAIL
TO,.,C MPLYWITHTHE MECHANI(; DA!
7 sl US N RESULT IN
1M?$, OVEME
Y
0 PAYING TWICE
PR Rt -
-A
NO SUBJECT T0:'REVOC TION FOR,
ISSU 'PROVED PLANS ART OFTHIS PERMIT A
DING,TO AP.
WHICH ARE P
ED'ACCOR
'k*A
s ONS,OF LAW.
PLICABLE PROVI I
d
;
Se
Su
N"r EN ,
T
sy
CITY Of BEACH
APPLICATION FOR PLUMLBIN6' PEFJ�IT
JOB LOCATION:
G,
OWNER OF PROPERTY:-
?L'JM3'LNG CONTRACTOR:-
(701111TRACTOR' S ADDRESS: L-cx)19 1q,
A-I-
_"C ' �;? �3 T E L E P 110 N E cq—o
STAt'E LICENSE NUMBER. Ct 0_!!;
H0 �4 t-ANY OF THE FOLLOWING FIXTURES INSTALLED
_--LAVATORIES __LWATER liFA'l'ERS
BATH TUBS DISHWASHERS
DISPOSALS
I�T
WA S 11 T�j(; XIACH
FLOOR DRAINS S'�DWER PAN5
J-HER_-
TOTAL FIXTURES: X 3 .50 $15 u
MINIMUM PERMIT FEE $25 .00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR:�/'
------------------------------ ---
INSTALLATION OF PLUMBING AND FIXTURES ',4UST 91,-'. IN
STANDARD PLUMBING CODE .
(�ALL �� DA'l AHEAD TO ")"C"HLIDULE
SEWER CONNECTIONS MUSI BE CALLED I-N !'�i W(jk'-'�S 1,0W
TO COVERING UP - (904) ' 47-5834.
CITY OF AT',ANTU, BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: /9
'01
7
OWNER OF PROPERTY:—
PLUMBING CONTRACTOR: C_'
CONTRACTOR' S ADDRESS:. 99 _J
'r
STATE LICENSE NUMBER: Ct-�05"U?-�3 TFLEPHO,,,,E:((q
T,
HOW MAPY OF THE FOLLOWING FIXTURES INISTALLL)
A--LAVATORIES -WATER HEA-FR�)'
BATH TUBS DISHWASHERS
_i��Ri INAL S D�'SPOSALS
—a__ _FL()0R DRAINS PA':,-
01HER
TOTAL FIXTURES: X 3.50 + $15.00
MI
INIMUM PERMIT FEE = $25.00
SIGNATURE OF OWNER;— v i
SIGNATURE OF CONTRACTOR
------------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE IN AC'(:GF__ A,,'!CE, WIT,
STANDARD PLUMBING CODE,
A L'-,,
� DAY AHEAD To SCHEDULF
�;EW"R CONNECTIONS MUST BE CALLED 'N UO PUBLIC WOR"KS
-0 COVERING UP — (904) 4247-5834.
MAP SHOWING BOUNDARY SURVEY OF
LOT- 6 BLOCK AS SHOWN ON MAP OF
� C-hI15 5u6olvl5lov
AS RECORDED IN PLAT BOOK 24- PAGES '90 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
CERTIFIED TO: '(101D6ER5
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THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBILIC RECORDS ON THIS COUNTY. BEARINGS BASED ON PLAT AS SHOWN
THELL.12� SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE 'X " AS SHOWN
ON FLOOD INSURANCE RATE MAP 09416-FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED
ALL AMERICAN SURVEYORS., INC.
LMD SUffAYORS - 87M SiAV JOW &M. SWE MY - WKSOMI& FLORIDA 32217 - 9041739-2217
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS 4
THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS
CONC CONCRETE P.R.M. - PERMANENT REFERENCE THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA
MON. MONU ENT MONUMENT
I.P. IRON= P.T. - POINT OF TANGENCY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO ALL
I.R. IRON ROD P.C. - POINT OF CURVE CHAPTER 472.027 / CHAPTER 6IG17-6, FLORIDA, STATUES.
CH CHORD P.R.C. - POINT OF REVERSE CURVE AMERICAN
A ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBW
R RADIUS S.R.L. - BUILDING RESTRICTION JAMES D. HARR", JR., L�76IY SEAL SURVjEYORS,
(ACT) - ACTUAL LINE INC.
r . PLAT U.D.E - UNOBSTRUCTED DRAINAGE
itl - RADIAL EASEMENT
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F ERE6�URVEYOR Ak-jAOPPER
(W) , WITNESS TOB - TOP OF BANK DATE W�26 �'IIDA-T�EdIST
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CITY OF ATLANTIC BEACH PER14IT CALCULATION SHEET
Address— lie �5 J'A'N" SZ—
Date 'd -2 '4 -Ll,
Heated Sauare Footage @ T)e r s q f t
Garage/Shed @ $ p
Carport/Porch @ ft = $
Deck @ per s t = $
Patio @ per s ft = 8
S�y"' - ce
TOTAL VALUATION :
XO-
6c—), P-6 0 , 0 0
Total ' Valuation 1st !E-t) cc 0
$
Remaining Value $ Dd) per thousand
0 portion thereof
TOTAL BUILDING FEE
+ 1/2 Filing Fee
Fireplaces @ $15 . 00 $ — 0
BUILDING PERMIT FEE $
WATER IMPACT FEE $
SEWER IMPACT FEE
;2 S-0,o�o
WATER METER/TAP
CAPITAL IMPROVEMENT
SEWER TAP
RADON (HRS) . 0050 S
SECTION - H PAVING
HYDRAULIC SHARES
CROSS CONNECTION 0 0
L,', SURCHARGE . 0050 82 ,2 :? C
OTHER $
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FEES : Mechanical Plumbing_
Electric/New Electric/Temp_; SwimmingPool
Septic Tank well_ Sign Finish Floor Elevation
Survey other
CALCULATIONS and/or NOTES :
CITY OF ATLANTIC BE.ACH
Fixture Unit Worksheet for Water I=pact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER OE.�AND FOR
EAC2 WATER FIXTURE UNir INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE, WATEi SUPPLY CHARGE IS HEREBY FIXED AT -, ;E,4-.y DOLLARS
PER FIXTURE UNIT CONNELTED TO THE CII: WATER SySTE.-f.
BATHROOM GROUP CONSISTING OF SER'llCt- SINK 'r?,.kP STAND
WATER CLOSE-r. LAVATORY & BATH (8)
TUB OR SHOWER STALL (6) 6
WAM CLCSET, TANK OPMATED (4) WATER CLOSET
VALVE OPER-kTED (8)
BA7HTUB/SHCWER (2) 41U' RINAL WALL L:? (4)
SHcwM GROUP PER HF-AD (3) FLOOR DRAIN (1)
SHOWEI STALL DCMJESTIC (2) LAUNDRY TRAY (2)
LAVATORY (1) CC143INATION SINK AND TRAY
WASHING MACHINE (3) POT, S=LEERY SINK
DISHWASHER (Z) WASH SINK -TACH S-77 OF
KITCHEN SINK (2) FAUCZTS (2)
-DENTAL LAVATORY (i)
KITC3 SINX WIT3 WASTE
RINDEX (3) -OF-NTAL UNIT OR CUSPIDOR (1)
BIDET URINAL STALL, WASHOUT (4)
FLUSHING 1124 SINK (8) -CO142INATION SIN]K AND TRAY WITH
FOOD DISPOS. (4)
URINAL, PEDESTAL, S`Y?HON JET DRINKING FOUN7AZN (1/2)
BLOWOUT (2)
LAYATORY, BARZER/BEAU7.y ICE XAKER (1/2)
SHOP (2)
SURGEONS SINK (3) LAVATORY, SURCZCNS (2)
JACUZZI (2) URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS
EAc'.'j
JOB INFOR14ATIQN
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address / 52
Date
Heated Square Footage $_per sq ft
Garage/Shed
$. ip-e r s
p
Carport/Porch @ ft' =
Deck @ $ �,J--;)er s t =
Patio per sDft = 8
TOTAL VALUATION :
6c), ox ;-- �-6, 0 , 0
Total ' Valuation is t $ C)
Remaining Value $ ')Z) Per thousand
9
0� portion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $
Fireplaces @ $15 - 00 $ 0 —
BUILDING PERMIT FEE $
WATER IMPACT FEE $- zlio- po
SEWER IMPACT FEE $ 1 ;2 �ro u !:�C
WATER METER/TAP
CAPITAL IMPROVEMENT
SEWER TAP
RADON (HRS) . 0050 S
SECTION . H PAVING
HYDRAULIC SHARES $
CROSS CONNECTION $
t, ! ;-) SURCHARGE . 0050 8 2 ,
OTHER $-
GRAND TOTAL DUE $
.ADDITIONAL PERMITS OR FEES : Mechanical Plumbing
Electric/New Electric/Temp_; SwimmingPool
Septic Tank Well_ Sign Finish Floor Elevation
Survey Other
CALCULATIONS and/or NOTES :
CITY OF ATI-kNTIC BEACH
Fixture Unit Worksheet for Water I=pacc Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASURL14ENT OF WATER DF_A�.AND FOR
F_AC3 WATER FIXTURE UNIT IUSTALLEI) A24D CONNECTED TO THiE C:TY WATER
SYSTEM. THZ� WATER SUPPLY CRAIRGE IS HEIEBY FIXED AT OCLLARS
?ER FIXTURE UNIT CONNECTED TO THE C=: WATER SYSTF-11.
HATER" GROU? CONSISTING OF SERVICE S:NK TRAP STAND
WATER CLOSET, LAVATORY & BATH
TUB OR SHOWER STALL (6) 6
WAT F.I C"0 S
WATn CLOSE:T, 'r.UM OPEUTED (4) VALVE OPER-kTED (8)
SATHTUB/SHOWER (2) URINAL WALL =n
SHOUT-It GROUP PER HE.AD (3) FLOOR DRA:N (1)
SHOWEl STALL DOMESTIC (2) LAUNDRY TRAY (2)
LAVATORY (1) CCM2:NA:ION SINK AND (1)
WASHING hACHINE (3) POT, sc"JIT-L-TRY SiNK
DISHWA.SaER (2) WASH SINK _TACH SET 07
rITC3n Sin (2) FAUCETS (Z)
DENTAL LAVATORY (i)
KITC3 SINK WITZ WA.STZ
GRINDE2 (3) DF_NTAL UNIT OR CUSPIDOR (1)
URINAL STALL, WASHOUT
—.±—B ID ETT. (f) —
FLZSHIXC XL4 SINX (8) —COMB:NATION SlNlK AND TIR-AY WITH
FOOD DISPOS. (4)
URINAL* PIMESTA.I., SYPHON JET DRINKING FOUNTAL.11 (1/2)
BLOWOUT (2)
LAVATIORT. RAR3ER/BEAUTY ICE MAKER (1/2)
1 SHOP (2)
SURGZONS SIR% (3) LAVATORY, SURGEONS (2)
JACTIZZI (2) URINAL STALL. WASHOUT (4)
TOTAL FIXTURE UNIT:; $20.00 EACII
JOB INFORMATION 9 to Is
FORM 60OA-93 'IN 1.'3-1
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Residential Whole Building Performance Method A
Project Name: DUPLEX 1286 Builder: RODGERS
Address: Lot: , Subdiv: Platbook: Permitting Office:
City, State: Permit Number:
Owner: Jurisdiction Number:
Climate Zone: North
1. New construction or existing New - 11. Cooling systems
2. Single family or niulti-family Single family - a. Central Unit Cap:24.0 kBtufhr
3. Number of units,if multi-family I - SEER: 10.00
4. Is this a worst case? Yes b.N/A
5. Conditioned floor area(ft') 1286 ft2
6. Glass area&type c. N/A
a. Clear-single pane 0.0 fl2
b. Clear-double pane 98.0 f12 - 12. Heating systems
c. Tint/other SC-single pane 0.0 ft, - a. Central Heat Pump Unit Cap:24.0 kBtu/hr
d.Tint/other SC-double pane 0.0 ft2 _ HSPF:7.00
7. Floortypes b.N/A
a. Slab-On-Grade Edge Insulation R=0.0,85.0(p)ft
b.N/A c. N/A
c. NIA
S. Wall types 13. Hot water systems
a. Frame,Wood,Exterior R=I 1.0, 1059.0 ft2 a. Electric Resistance Cap:50.0 gallons
b.N/A EF:0.86
c. N/A b.N/A
d. NfA
e. N/A 14. Hot water conservation credits
9. Ceiling types (HR-Heat recovery,solar
a. Under Attic R=30.0,794.0 ft2 _ DHP-Dedicated heat pump)
b. Under Attic R=19.0, 142.0 ft2 - 15. Infiltration practice(1,2,or 3) 2
c. Single Assembly R-19.0,51.0 ft2 16. HVAC credits
10. Ducts (CF-Ceiling fan,
a. Sup:Uncond. Ret:Cond. Sup.R=6.0,75.0 ft CV-Cross ventilation,
b. N/A HF-Whole house fan,
RB-Attic radiant barrier,
MZ-C-Multizone cooling,
MZ-1-1-Multizone heating)
Glass/Floor Area: 0.08 Total as-built points: 25691.00
EPI 99.5
Total base points: 25826.00
I hereby certify that the plans and specifications covered Review of the plans and
I-114E.S714
by this calCUIation are in compliance with the Florida specifications covered by this 0
4V
Energy Code. calculation indicates compliance
Ix with the Florida Energy Code.
_"P'".�
PREPARED BY:
Before construction is completed
DATE: C/ this building will be inspected for
I hereby certify that this building is in Qorn!�cie with the compliance with Section 553.908 0
Floridi Energy Code. Florida Statutes.
BUILDING OFFICIAL:
OWNER/AGENT:
DATE:
-7 DATE:
FORM 60OA-93
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: , Subdiv: Platbook: PERMIT#:
BASE AS-BUILT
GLASS TYPES
.15 X Conditioned X BSPIVI = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPIVI X SOF Points
.15 1286.0 65.80 12692.8 Double, Clear W 1.3 5.5 20.0 79.70 0.88 1402.7
Double, Clear N 1.3 15.0 9.0 38.30 0.95 329.2
Double, Clear E 4.0 7.0 34.0 79.70 0.68 1855.0
Double, Clear E 1.3 5.5 20.0 79.70 0.88 1402.7
Double, Clear N 1.3 8.5 15.0 38.30 0.92 531.4
As-Built Total: 98.0 5521.0
WALL TYPES Area X BSPIVI Points Type R-Value Area X SPIVI Points
Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1059.0 1.70 1800.3
Exterior 1059.0 0.90 953.1
Base Total: 1059.0 953.1 As-Built Total: 1059.0 1800.3
DOOR TYPES Area X 6SPIVI = Points Type Area X SPIVI = Points
Adjacdnt 0.0 0.00 0.0 Exterior Insulated 20.0 4.10 82.0
Exterior 20.0 6.10 122.0
Base Total: 20.0 122.0 As-Built Total: 20.0 82.0
CEILING TYPES Area X BSPIVI = Points Type R-Value Area X SPIVI = Points
Under Attic 836.0 0.60 501.6 Under Attic 30.0 794.0 0.60 476.4
Under Attic 19.0 142.0 1.10 156.2
Single Assembly 19.0 51.0 1.80 91.8
Base Total: 836.0 501.6 As-Built Total: 987.0 724.4
FLOOR TYPES Area X BSPIVI = Points Type R-Value Area X SPIVI = Points
Slab 85.0(p) -37.0 -3145.0 Slab-On-Grade Edge Insulation 0.0 85zO(p) -41.20 -3502.0
Raised 0.0 0.00 0.0
Base Total: -3145.0 As-Built Total: -3502.0
INFILTRATION Area X BSPIVI = Points Type Area X SPIVI = Points
1286.0 8.00 10288.0 Practice#2 1286.0 8.00 10288.0
FORM 60OA-93
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: , Subdiv: , Platbook: . . . PERMIT
BASE AS-BUILT
Summer Base Points: 21412.5 Summer As-Built Points: 14913.7
Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
21412.5 0.37 7922.6 14913.7 1.00 1.07 0.34 1.00 5446.4
FORM 60OA-93
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: , Subdiv: Platbook: . . . PERMIT
BASE AS-BUILT
GLASS TYPES
.15 X Conditioned X BWPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points
.15 1286.0 -10.60 -2044.7 Double, Clear W 1.3 5.5 20.0 -9.20 0.67 -123.3
Double, Clear N 1.3 15.0 9.0 7.30 1.07 70.1
Double, Clear E 4.0 7.0 34.0 -9.20 0.13 -42.1
Double, Clear E 1.3 5.5 20.0 -9.20 0.67 -123.3
Double, Clear N 1.3 8.5 15.0 7.30 1.11 121.5
As-Built Total: 98.0 -97.0
WALLTYPES Area X BWPIVI Points Type R-Value Area X WPM Points
Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1059.0 3.70 3918.3
Exterior 1059.0 2.20 2329.8
Base Total: 1059.0 2329.8 As-Built Total: 1059.0 3918.3
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjac6nt 0.0 0.00 0.0 Exterior Insulated 20.0 8.40 168.0
Exterior 20.0 12.30 246.0
Base Total: 20.0 246.0 As-Built Total: 20.0 168.0
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points
Under Attic 836.0 1.20 1003.2 Under Attic 30.0 794.0 1.20 952.8
Under Attic 19.0 142.0 2.00 284.0
Single Assembly 19.0 51.0 2.00 102.0
Base Total: 836.0 1003.2 As-Built Total: 987.0 1338.8
FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM Points
Slab 85.0(p) 8.9 756.5 Slab-On-Grade Edge Insulation 0.0 85.0(p) 18.80 1598.0
Raised 0.0 0.00 0.0
Base Total: 756.5 As-Built Total: 1598.0
INFILTRATION Area X BWPM = Points Type Area X WPM Points
1286.0 7.40 9516.4 Practice#2 1286.0 7.40 9516.4
FORM 60OA-93
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: , Subdiv: Platbook: . . . PERMIT#:
BASE AS-BUILT
Winter Base Points: 11807.2 Winter As-Built Points: 16442.5
TotalWinter X System Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
11807.2 0.55 6493.9 16442.5 1.00 1.07 0.49 1.00 8570.6
FORM 60OA-93
WATER HEATING AND EPI SUMMARY
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: , Subdiv: , Platbook: . . . PERMIT#:
BASE AS-BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 3803.00 11409.0 50.0 0.86 3 1.00 3891.44 1.00 11674.3
I As-Built Total: 11674.3
EPI SUMMARY
BASE AS-BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water Total
Points Points Points Points Points Points Points Points
7922.6 6493.9 11409.0 25825.6 j 5446.4 8570.6 11674.3 25691.2
EPI : . 99 . 5
't,TfLE Sr4
0, H
ME
ENERGY PERFORMANCE LEVEL DISPLAY CARD
For detailed information
of the EPI rating number Lot: , Subdiv: *Platbook:
or for any ITEM listed,
ask your Builder for
DCA Form 60OA-93
or Form 60OB-93 I ?EP I=
0 10 20 30 40 50 60 70 80 90 100
excellent good acceptable
The maximum allowable EPI is 100. The lower the EPI the more efficient the home.
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS................................................ Double Clear F--
INSULATION............................................
R-1 0 R-30
Ceiling R-Value............................. . 30.0 #
R-0 R-7
Wall R-Value.............................. 11.0
R-0 R-19
Floor R-Value.............................. 0.0 ------------------
AIR CONDITIONER...................................
10.0 SEER 17.0
SEER...................................................... 10.00 1 ----]
9.7 EER 16.0
HEATING SYSTEM...................................
6.8 HSPF 12.0
Electric HSPF........................................ 7.00 -1
WATER HEATER.....................................
0.88 0.96
Electric EF...................................... 0.86 #
0.54 0.90
GasEF...................................... N/A --]
1.0 5.0
SolarEF...................................... N/A
OTHER FEATURES.................................
.............................................................
.............................................................
I certify that these energy saving features required for the Florida Energy Code have been installed in this house.
Builder
Address: Signature: Date:
City/Zip:
Florida Fnorgy Code for Building constniction-1993 Florida Department of Community Affairs FL-EPL CARD 93
I A 1,
ResmanuJ (c) 06-27-1998
WHOLE HOUSE
HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES (c) DATA FILES
(BASED ON A.C. C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C. C.A. )
Project name DUPLEX 1286
Address
City/State
Owner
Builder RODGERS
HVAC contr. McGOWAN' S
Cond Flr Area: 1286 SF * GLASS/SF RATIO 8�; * House Faces : West
* Climatic Conditions & Design Conditions *
----------------------------------------------------------------------------
Geographical Location : Florida I Jacksonville
----------------------------------------------------------------------------
North Latitude / Elevation 30 Deg. / 24 Ft . Above Sea Level
Outdoor Winter Dry Bulb 32 Deg. F
Indoor Winter Dry Bulb 70 Deg. F
Winter (Actual) Temp.Diff . 38 Deg. F
Winter Temp. Diff . (wTd) 35 Deg. F
Outdoor Summer Dry Bulb 94 Deg. F
Outdoor Summer Wet Bulb 77 Deg. F
Outdoor Summer Hum. Ratio Gr/Lb 114
Indoor Summer Relaltive Hum. 5*501
Indoor Summer Design Gr/Lb. 42
Indoor Summer Dry Bulb 75 Deg. F
Summer Daily Range 19 Deg. F - M
Summer (Actual) Temp.Diff . 19 Deg. F
Summer (User Sel) Temp.Diff . (sTd) 20 Deg. F
----------------------------------------------------------------------------
* HEATING SUMMARY * DUPLEX DAT * COOLING SUMMARY *
SUBTOTAL 15076 . 82 -STRUCTURE SENSIBLE 10277 . 68
MECH.VENT- 80 Cfm 1672 . 00
SENS. + MECH.VENT 11949 . 68
TEMP.SWING @ 3 DEG. 1 . 00
OCCUPANT/APPLIANCE 3000 . 00
DUCT LOSS
753 . 84 DUCT GAIN 1494 . 97
TOTAL LOSS/BTUH 15830 . 66 TOTAL SENSIBLE 16444 . 65
TOTAL LATENT 5596 . 88
SENSIBLE + LATENT 22041 . 53
200-. OVERSIZE FACTOR 3166 . 13 20-0. SENS .OVRSZE FTR: 3288 . 93
ACTUAL + 2001 OVERSIZE: 14949 . 68 SENS . + 20*-. OVERSIZE: 19733 . 58
HTG FTR = 37 . 8 CLG FTR = 22 . 7 CLG DESIGN CFM 725 . 07
EQUIPMENT SELECTION *
EQT MANUF JANITROL CU MOD # CPE24-1A AHU MOD # A24-05
11TG INP/BTUT4 TITG OUTP/BTUH AFUE/HSPF 7 . 0 TYPE HP
SENSIBLE BTUH 16400 LATENT BTUH 6400 TTL CLG BTUH 22800
TONAGE 1 . 9 (S) EER 10 . 0 CLG CFM 800 HTG CFM 800
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August 13, 1998
'Ro,ldgers Builders certifies that no trees will be removed from this property:
Lot 8,' Lewis Subdivision
B.R.Rodgers
President
R'ECEIVED
AUG 13 1998
City of Atlantic Beach
Building and Zoning