Permit 330 Dudley Road CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH FL 32233
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . . 4/29/03
Parcel Number . . . . . - -
Property Address . . . 330 DUDLEY ST
ATLANTIC BEACH FL 32233
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . . RESIDENTIAL GEN 2 FAMILY
Owner . . . . . . . . . BEACHES HABITAT
Contractor . . . . . . BEACHES HABITAT
Application number 02-30023251 000 000
Description of Work SINGLE FAMILY RESIDENCE
Construction type . . .
Occupancy type . . . .
Flood Zone . . . . . .
Approved . . . . . . . �---
Bul ding Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
Book 10187 Page 2488
Thi erg w pr by
lnc200 1118
Pa
P.O. Box 50939 a : 1e: 2441
88
Jacksonville Beach, Florida 32240 Filed & Recorded
10/15/2001 12:32:51 pM
JIM FULLER
CLERK CIRCUIT COURT
NOTICE OF.COMMENCEMENIPUAL COUNTY
TRUST FUND $ 1.00
RECORDING t 5.00
STATE OF FLORIDA Permit No.:
COUNTY OF DUVAL Tax Folio No.:
The undersigned hereby gives notice that improvements will be made to certain real property,and
in accordance with section 713,Florida Statutes,the following information is provided in this Notice of
Commencement.
1. Description of property:(legal descri tion of property and street address if availab .)
2. General description of improvements: To build a single family residence
3. Owner Information:
a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches,Inc.
P.O. Box 50939, Jacksonville Beach,FL 32240
b. Owner's interest in the site of the improvements: 100%
C. Name and Address of fee simple title holder(if other than owner) : N/A
4. Contractor:
a. Name and Address:
b. Phone Number:
C. Fax Number:(optional, if service by fax is acceptable)
5. Surety on any payment bond: NONE
6. -Name of any lender making a loan for the construction of the improvements: N/A
7. Persons within the State of Florida designated by owner upon whom notices may be served as
provided by Section 713.13(1) (a)7,Florida Statutes:
(2- &c> 1-2- 1<� L,--, ALT' ,P.O. Box 50939,Jacksonville Beach,FL 32240
Phone: (904)241-1222
Facsimile: (904)241-4310
8. In addition to himself, owner designates the following person to receive a copy of the lienor's
notice as provided in Section 713.13 (1) (b),Florida Statute(Name,Bank and Address): N/A
9. Expiration date of notice of commencement: 1 year from the date of recording.
Theforegoi�}ginstrument was acknowledged before HABITAT FOR HUMANITY OF THE
me this L '`day of 5CA)b ,!2001,by �ra r� JACK SO I LE BEAZ2juJ44
S.
16ui &v+,who [ ] is personally known to me or
t( as produced � DL. as identification By: (``'
/
10B ADDRFM�J2
-,:-3C TYPE WORE
PROPERTY O Q CLb T ELEMONE
CONTRA R C r TFa_FTHONE t
PERMIT NUMBER '- I DATE Z
INSPECITONS.• FOon7VG
SLAB 70/-z S ��-
TTE BEAM
LEVTEL
NAII.IIV G �
FRAMIIVGICOYER UP
INSULATION
FINAL BUILDING
C EVMC4TE OF OC ANCY L " .G u
ELEG3 IC4L PER11B'3#_ (g — 3.a,eS l
EVSPECHONS ROUGH I03
MECWCWC4L PERMIT#
INSPEMONS ROUGE I
FINAL
M-UAMWGPERMIT# •a�a I
INSPECTIONS ROUGE/UNDER MAB I o f i OlOz-
TOPODT
WATER/SEWER
Fi SAL. J
NOTES.
FLOODPLAIN DEVELOPMENT INFORMATION
Location::
Type of Development: ► �y
Flood Zone:
Required Lowest Floor Elevation:—
If building is located within a flood hazard zone, 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 Acknowledgment: 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 affecting the proposed de to m
Date /'/ r? % rApplicant's Signature
Department Use:
i
Required Lowest Floor Elevation
As Built Lowest Floor Elevation
Survey Filed with Building Department
Building Department Repres ntative
s
MAP SHOWING SURVEY OF:
LOT 2, BLOCK 2, LEWIS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 92 OF
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
DUDLEY STREET
(FORMERLY EDNA STREET) 50' RIGHT-OF-WAY o
(S89'58'28"E 49.98' FIELD) e
FOUND IRON EAST 5 00 PIPE (LB 048) " '
PIPE (NDO CAP) . r"
'
250.00BY PLAT
a �
3 ui N
N N
WOOD POWER POLE
W CONCRETE DRIME
L1
ry a rVl
Q
7.8'
/1 15.2' o C
V J 0 t0w ^
Vf 0 0 r7 O W
C)
U -co
Q � � p � oWo C� 00
LLJ J I LOT 3, BLOCK 2 N Z = W N c LOT 1, BLOCK 2
o {� VF-
(:) o
a d 0
z LA► (A
Z W '`
0 �
17.V
7.8's
<V
0.7' 6' CHAIN UNK FENCE WITH 8AROEI) ?ARE 6'
FOUND IRON WEST 50.00 PIPE" (,D ILLEGIBLE)
PIPE (NOO CAP)
(S89'53'19"W 50.13' FIELD)
UNPLATTED PART OF SECTION 17
NOTES.
1. THIS IS A BOUNDARY SURVEY.
2. BEARINGS BASED ON WESTERLY LINE OF LOT 2 BEING
NORTH.
3. NO BUILDING RESTRICTION LINES PER PLAT.
4, BENCH MARK USED IS NAIL & DISK (LB 3672) 30'f THIS SURVEY WAS MADE FOR THE BENEFIT OF
zria.► CSF SOUTHEAST CORNER OF LOT 9, BLOCK 1, 2398
MAP SHOWING SURVEY OF:
LOT 2, BLOCK 2, LENS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 92 OF
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
DUDLEY STREET
(FORMERLY EDNA STREET) 50' RIGHT-OF-WAY p
a
(S89'58'28"E 49.98' FIELD) e
PIPEFOU ( 1/2- IRON EAST 5 .00, PIGPEN(L8 1048) " '
PIPE (NO CAP) '-
taJ
a 250.00' BY PLAT
N N
W000 POWER POLE
LiJ CONCRETE DRIVE
LJ
L.y ANCHOR CONCRETE
WAUc
O
7.8'
' Q C
17.0'
a Z 0 TO.O' Q
N pM w
d
oco
co O a?
W LOT 3, BLOCK 2 N Z = > N LOT 1, BLOCK 2
S ri S Z f W
L W cn Z f
0)
o " tom 2Z = a
0u, wn 0 0
z Wvt wvi
zw
oo�
17.1'
7.8'g
�i
.X x -
0.7' 6' CMAIN Uw FENCE WITN SARKD "RE .6'
FOUND IRON WEST 50.00 PIPEND 1/2- IRON
(ID ILLEGEI E)
PIPE (NOO CAP)
(S89'53'19"W 50.13' FIELD)
UNPLATTED PART OF SECTION 17
NOTES:
1. THIS IS A BOUNDARY SURVEY.
2. BEARINGS BASED ON WESTERLY UNE OF LOT 2 BEING
NORTH.
3. NO BUILDING RESTRICTION LINES PER PLAT.
4. BENCH MARK USED IS NAIL & DISK (LB 3672) 30't THIS SURVEY WAS MADE FOR THE BENEFIT OF
SOUTH OF SOUTHEAST CORNER OF LOT 9. BLOCK_11_ 2398 TA.,rP%• f" , ...—-. - --- . ..... ...._..
MAP SHOWING SURVEY OF:
LOT 2, BLOCK 2, LEWIS SUBDIVISION AS RECORDED IN PLAT BOOK 24, PAGE 92 OF
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
DUDLEY STREET
(FORMERLY EDNA STREET) 50' RIGHT-OF-WAY o
N
(S89'58'28"E 49.98' FIELD) a
FOUND IRON EAST 5 .00' PPE"(LB 1048) " j
PIPE (NOO CAP)
r
a 250.00'Y BY PLAT W
vi
1 N N..
1 1Nppp POWER POILE
L ' CONCRETE WC
W
CONCRETE ET
AL9
Ln 7.8- 15.2' O C
h 17.
0'
Z 1Q0.0w Q
N QM d w
J I o ti
QW � oo OIR
Ld r LOT 3, BLOCK 2 r— N ZM= W N am) LOT1. BLOCK 2
F-- w F_
OZ Q
D: v U Lo
Q V) w0 O Q 0
z w to o
Zw
Oa:
25.1'
7.84
G2
_xx _
0.7 5' CHAIN UNK FENCE W1114(BARBED "RE 6'
FOUND WEST 50.0 0' pPEN(ID ILLEGIBLE)
PIPE (NOO CAP)
(S89-53'19"W 50.13' FIELD)
UNPLATTED PART OF SECTION 17
NOTES:
1. THIS IS A BOUNDARY SURVEY.
2. BEARINGS BASED ON WESTERLY LINE OF LOT 2 BEING
NORTH.
3. NO BUILDING RESTRICTION LINES PER PLAT.
4. BENCH MARK USED IS NAIL & DISK (LB 3672) 30'i THIS SURVEY WAS MADE FOR THE BENEFIT OF
SOUTH OF SOUTHEAST CORNER OF LOT 9. BLOCK 1, 2398
TAhAC'DA C o^0IAICnhl. LIAMITAT rnn /tai A►u'rli
m J�
CITY OF ATLANTIC BEACH
}, s� 800 SEN 41NOLE ROAD /
+� ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826 j
Application Number . . . . . 02-30023251 Date 4/29/03
Property Address . . . . . . 330 DUDLEY ST
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY
Application valuation . . . . 64342
Owner Contractor
------------------------ ------------------------
BEACHES HABITAT BEACHES HABITAT
----------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . . 150AMPS, 1PH, 3W, 240V,NEW SVC
Permit Fee . . . . 85 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 85 . 00 85 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 85 . 00 85 . 00 . 00 . 00
44
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.
BUILDING OFFICIAL
FROM GRANGER)C PHONE NO. : 9047640038 Apr. 30 2003 10:49RM P1
04/29/2003 iEACHES HABIT47 PAGE 01.
MY OF ATLANTIC BEACH,]PLORMA
APPLICATION FOR ELECTRICAL PERKU 't
TO ITM Crate MECTRICAL VS?f4Toa: DATE �� 20 d�
IZ�ORT.AN7'NOT'ICE;
IN CMSTMATION C*PPMIT OPAN FOR 0=0 THS"WCRk As DEsct M IN Me lt3L1 oW24G,Va FILit my AoRU To
A'ERMM SAID WORK IN ACWTtDA=WITH niE A,TTACIMR" PKIRCATIONS,9JMCH ARS A PART RMCF,
ANDIN ACCOR33ANCE WITH THE ELBCTRiCAL 00MAT MM CAD AND YO COCA WCBS.
ELECTIUCAL F MM: SIONATM.
ca
r
nWls N.gM : AF91 (z—
BLDG.SM
--[/
z—B2.DG.3?ZEE--[/ BETWEEN:,-,�' _ rE <:�A
RES.( APS',( ) CQKK( ) PUBLIC( ) L-wvs.( ) NEW( y OLD( ) REW.(
ADDMON( ) T1tAff..PW ) TEMP.( ) SIGNS( ) SQ.FT.
$ERV='. IOW 'INC3iEAM' FAIU
ONT3 C'TOR Sf A.r'4IPS: COPD -"-,A;.- I- FEES
S'w-lTcmokBl�.HAxER l� AAgS [
I PFI W OLTRACEWAY
Exiv, SERV,S1 AMPS �T-'P=SiW VOLT 14CEWAV
FEEDBMS NO, SIZE NO. SIB NO. SIZE
1
,LIGHT LNG O UTLE i 8 CONCEALED OPEN TOTAL
RMPTACLES CONCEALED i OPEN t TOTAL
a.aokvm 1 3 L100 AMM
swiTcas
ZNCANDESCEN'I'
FLotymc,ENT de .
gI a 1 oo.aaass, ova
A??LL.NCEa I ML MAIM.
AIIt i�.p,RA�I3�G ILP.A MNG G"£I . K1V FEAT
C0O'DTT"OVI NG COMP,MG'COR QTMR MOTORS AMPS ICTAI,T
i
0.1 OYER
MoTops H.P. YOLTAC3E pHs NO. 1Ii.P_ VOLTAGE PHS t
M1SCE LANEflUS
tlNI9ER booI OVER 600V
ntANS.FO&MIRS: '
NO. KVA NO. KVA,
No.NEO".�1 TItANSF. No VA MA MOTOTii SI.T S�WITCE1 FLASHEI+S
EACH SIGN �-
- CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247 +`
t
PERifi{IT fiflRIATEON< LCJCATION II11FOtM ►T#O
Permit Number: 23251 Address: 330 DUDLEY STREET i
Permit Type: BUILDING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 24
Proposed Use: SINGLE FAMILY Lot(s):2 Block: 2 Section:
Square Feet: Subdivision: LEWIS SUBDIVISION
Est. Value: Parcel Number:
Improv. Cost: 64,342.00 -- —� OWI4tER.INFORMATION
Date Issued: 1/03/2002 Name: BEACHES HABITAT j
Total Fees: 3,627.14 Address: P. O. BOX 50939
Amount Paid: 3,627.14 JACKSONVILLE BEACH, FL 32240
Date Paid: 1/03/2002 P 04)241-1222
C _Work Des/ca: CONSTRUCT NM .44
T S 4 —— — —
_ _ -CONTRACT'
BEACHES HABITAT E 0.00
E 280.00
1,250.00
qty 5.0
52 Q
` 7 5.77
x CAMS% 0.30
W AL _P12M 325.00
O 35.00
k� "# � 5.46
WK
1+200.00
1 I
5"°'�" -+x:tom, ,h 3 #2.1N� , 4:fiu iy;a•`=:. i _A
TREE ARRIG n ;:� J,
h i
COVER UP - � ��� x� up DING
CERTIF/OCCUl�Y ' F
x �
NOTICE- SPECTI44 � tliStAT LAST Z4 HOURS tOR T+D 1 PECTION
BUILDING MATERIAL, fi;`�4 R(S FF�CT�tIiWOI#S h�lUST NO _ PUBLIC SPACE,AND
MUST BE CLEARED UP A g HAULfb ` N' ATO O� .
"FAILURE TO COMPLY - ULT IN THE `
PROPERTY OWNER PAYIN �3 t P .' * S"
ISSUED ACCORDING TO APPROVED PLANS'4yh & S PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW,
' CWUlypt: OC k wc: 1
ATLANTIC BEACH UILDING DEPT. ANN 8�1 ��Q 133011,11
'N
l
M C® 6355 !3647.14
f"Ift MO: 9M/12 Tian: 13:26:47
UT )UUUU2 City of Atlantic Beach 2/21/03
Change Service Order Comment Maintenance 10: 59: 33
Ser;ice`Order
Type . . MS METER SET Svc order nbr 87277
Status : COMPLETED Issue date/time: 9/06/02 14 : 03: 35
Location ID 18130 330 DUDLEY ST
City . . . . ATLANTIC BEACH
Meter number .
Service cd/Seq WA 000 WATER
To complete service order type information, press Enter.
4=Delete 5=Display Prt
Cmt Cd Numeric Value Loc
Opt (F4) Alphanumeric Value 4 Decimals (F4)
_ CM PAID FOR 3/4" METER ON PERMIT 23251 . PAID 4
CM ALL WATER AND SEWER CONNECTION CHRGS . 4
4
4
4
4
4
F3=Exit F4=Prompt F12=Cancel F18=Enter readings
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
J v ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 03-00025374 Date 1/13/03
Property Address . . . . . . 330 DUDLEY ST
Tenant nbr, name . . . . . . INSTALL HVAC & DUCT
Application description . . . MECHANICAL ONLY
Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
BEACHES HABITAT OCEAN STATE HEAT & AIR
1476 ATLANTIC BLVD.
NEPTUNE BEACH FL 32266
(904) 249-8251
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc . .
Permit Fee . . . . 91 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----- ------------ ---------- ---------- ---------- ----------
Permit Fee Total 91 . 00 91 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 91 . 00 91 . 00 . 00 . 00
s
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
WIH:U PART OF THIS PE i T SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
BUILDING AND ZONING INSPEl.-.TICN DIVISION
CSTY OF ATLANTIC BEACH-!
ATLANTIC 31AGH.MORIDA 32"S
APPLICATION FOR MECHANICAL. PERMIT CALL-,N NUMBER
(MPC 2TAN T—A�coiicsnT`c ccmpieTe ail Tare; in sec`icns i !I, !II, anc
r ��.C�i iC.y ,Slr.er Addrr u:--/3 .J �J �'-�� •'�
CFf Intersecting Sireut: 3etwaee tC/'7°!/l IZCI'1t And Z1 L>n L r y !
3 ^(4G
I Suh•d(rition
il. ?CENTIRCATICN —-o be completed 'cy nit applicants. I'
in comidaretion of permit giren ?or doinq the wort is ducribed in the above ttal--t�.nveay agree to perform mid work in eeeorCenes
It the attoeitpd plant ane toecificationt witieb are a ?art 'vreoi end in accordance with the G!y of;acitonriilo orainaneas end Standards
of good.praetice iitted therein.
Name a4 Mecnanicsi I -••_ _ Cantractors
Cnj
eeaatar jPr(nt� �C' v / Master
Herne ai _
Sigaanre of Orn
ar A Agen/ Arehilect ar -ngineer
I1. CeNBUL INFO a N
Type of healing fei:
v
IS OTHER OONSTRUCrON SEIN OONf,0
'C THIS 3UILJING OR SITE?
C: yes— U C Nantrsi Q• Contra(Wilily
C Cx IF
PERMST GIVE 4UMBERR YXTRF)11
Q C•Mer—Specify �d �l
IV. )A CNANICAL 3OUIPfAMT TO 11 INSTAUFD NATURE OF WORK
Ip 9.40 canpiete fid e(comoot mm as beck of this me
is feI !7 Resicientlat or L.. Cammerotal
�Ftsat ❑ Speu = Reesel" me/Canhsi a Aoer rZ 1Vew ewidlnp
/,Vr CanddteRfeg: a ReerR �CeMee{
Existing Building .
�f 3trct Syelem: Mefariti �(ck•••a i� Reolacement of existing system
Me■iewnulsrch ��� e(re Ei New Installation(No system preriouaiylnstaliad►
G C Extansion or add-on to existing syetom
C. other—3oaadty
C Coel(eg fewer. Gp&6h g o+R
(,.^ prw speinklare: Nentber r 4eed`
C He►ete. ❑ ►AeRJ(ff C 6r lefer ;/Nslrtter► THIS SPAC1 FOR OFF=AJM ONLY
Q.Wadies perR" ------ rber) (R'e�+seA)
C. Tara je.Rrb.r) Rantarks
Q
UQ wade— (—tear)
Q Wa(ttNti prewwe wool
Penni► APpr'eeed Sy Der1
Q Were,
'LerPamtif R..
Otis..—iveeity
LIST ALL SQUIPMENT
AM CONDMOMMG AND REFRIGERATION 3:QU211MIT
Caaeesty A
Mmmbse Units D-wiption Yodel Number mAnutaettuse (1`ons) >1ei .
n/" J lv
MAT=-FURNACES. 3011ER& FMY2LI=
CaywrlLY wOpseebs
Ttmmber Vnita lleesriPtlos Yodel Nbmber Yaaulaacam (2m) Aiwey
f. 1T-w 6 r , oc)
It-
TANKS
now XmT :famteai CapsmCl 170s L4+>id Iitttaaa of Seckel Ap�rarr{nt
sed Dlmeaadaas Contained leammxaotww Na Aw—r
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
j ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
yJ;31�A
Application Number . . . . . 02-00025018 Date 10/18/02
Property Address . . . . 330 DUDLEY ST
Application description . . ELECTRIC ONLY
Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY
Application valuation . . . . 0 -
Owner Contractor
-------------------- ---- ------------------------
BEACHES HABITAT CMA ELECTRICAL CONTRACTORS
8814 DARLINGTON DRIVE
ATLANTIC BEACH FL 32233 MYPT FL 32228
(904) 765-6262
----------------------------------------------------------------------------
Permit ELECTRICAL PERMIT
Additional desc 60AMPS TEMPORARY POLE
Permit Fee . . . . 70 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 70 . 00 70 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 70 . 00 70 . 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.
BUILDING OFFICIAL
f
/ Ll CITY OF ATLANTIC BEACH, FLQRIDAil
APPLICATION FOR ELECTRICAL,]PERMIT �
TO THE CSF ELECTRUCAI.INSPECTOK DATE:
If4FOIITANT?40TjC2;
IN CONSIDERATION OF PERhGT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLO .WE HEREBY AGREE TO
PMRFORM SAM WORT(IN ACCORDANCE WITH THE ATTACHED PLANS AND$MIFICATirjN$,
ARE R PART NbItEOF,
AND IN ACCORDANCE WTM THE ELECTRICAL RBOULATIONS.CODES AND CITY OF ATLANTICCH ORDINANCES.
ELECTRICAL FIRM: MA ER ECTRICIAN; 1
hC AFI.
OWNERS NAME: C �„ 4- ADDRESS: UL?�l a RF"OX_
BLDG.SIZE . BE N: _
RES.( ) APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD(J) REW.( }
ADDITION( ) TRAILER( ) TEMP.( SIGNS( ) SQ.FT.
SERVICE: NEW INCREASE REF
C NDUCTOR SIZE AMPS: COPPER ALUM. pggg
SWITCH OR BREAKER (06 AMP$ PH W VOLT SWAY
EXIST, SERV,SIZE AMPS PH W I VOLT SWAY
F13EDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
CEPTACLES CONCEALED OPEN TOTAL
0.30AMPS 3 i.I00 AIv>PS
SWITCHES
II'CANDESCENT
FLOURESCENT&M.V. s
FWD 0.100 AMPS, I OVER
APPLIANCES BELL TRANSF.
AIR H.P.RATING H.P.RATING I CEIL. KW-HEAT
CONDITIONING COMP.MOTOR OTHER MOTORS AMPSI HEAT
al OVER
M TORS KP. VOLTAGE PHS NO. I H.P. V0LTA2 .j PHS
SCELLANEOUS
UNDER 600V OVER 600V
XPANSFORMERS.
NO. KVA NO. KVA
N .NEON TRANSF. NO VA MA I MOTOR SIZE SWITCH FLASHE i
EACH SIGN
41
Up&wd sa=m
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
r
Application Number . . . . . 02-30023251 Date 10/09/02
Property Address . . . . . . 330 DUDLEY ST
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . RESIDENTIAL GEN 2 FAMILY
Application valuation . . . . 64342
Owner Contractor
------------------------ ----------- -------------
BEACHES HABITAT BEACHES HABITAT
------------ ----------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . . INSTALL 11 FIXTURES
Permit Fee . . . . 112 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 112 . 00 112 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 112 . 00 112 . 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.
C
BUILD G OFFICIAL
CITY OF ATLANTIC BEACH
APPLICATION FORPLUMBING PERMIT
JOB LOCATION: Q u A`
OWNER OF PROPERTY: �116-T TEL.
PLUMBING CONTRACTOR:
CONTRACTOR'S ADDRESS: 0, �
STATE LICENSE NUMBER: (,�C..� S-6 4F 7 TEL.
HOW MANY OF THE FOLLOWING FIXTURES
RE-PIPED OR NEW
SINKS SHOWERS
--,2_LAVATORY _WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS -WASHING MACHINE
FLOOR DRAINS SHOWER PANS
_SEWER _WATER
RE-PIPE (LIST FIXTURES BEING REPIPED)
OTHER
TOTAL FIXTURES: X $7.00+ $35.00= t
MINIMUM PERMIT FEE: $35.00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR: �J
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS -(904) 247-5826.
330 DUDLEY Page 1 of 1
Harris, Patricia
From: Ford, Don
Sent: Wednesday, January 02, 2002 7:36 AM
To: Harris, Patricia
Subject: FW: 330 DUDLEY
-----Original Message-----
From: Walker, Chris
Sent: Wednesday, December 26, 20011:36 PM
To: Ford, Don
Subject: 330 DUDLEY
Don,
They will have to pay for a water tap and a sewer tap. The sewer tap will cost them $ 1,200.00.
You have the set price for a water tap it will be a long tap. Chris
1/3/02
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address-3 -30 j�-j F—�
Date
Heated Sauare Footage oer Sn f
Garages/She sq,
D e Der s cr
10
TOTAL VALU t'-IT I )i
'3 LVZ
Tr;tal Valuation is t
Remaining Vaiue per thousand
or the--eot
TOTAL BUILDING FEE
F iL
ling Fee
Fireplaces
BUILDINv PERMIT FEE S
WATER IMPACT FEE
SEWER IMPACT FEE J-0
WATER METER/`?'AP
CAP ITRL ThPROVEMENT
SEWSR% TAP
,12-1J) RADON (F-FS ' Cs05
SECTION h PAVING
i'llyzRAUILIC SHARES
CROSS CONNECTION S—'
61
SURCHARGE 15
01" 1
P H E R
GRAND TOTAL DUE
ADDITIONA-', PERMITS OR FEES; .
w, min P.a P a a
E 1 e c z.r c T emir
S
-ept-1c Tank We-. an F4nJ-
s' F1 oar E , evat.L.on
-L
S u r"T f:--v Other
CT
-AL C.IU,1AATIONS and/ or NOTE',:'� :
wD
PROPERTY DESCRIPTION
Lot # Block # 7 , Section # Ayet 1
Subdivision:J"�o, .� .A �
Street Name '33 7-3 6) b DESCRIPTION OF WORK
or Address:
(If in a FLOOD HAZAR
Flood Zone: area complete page 3)
Brief Description j ��'y ��- � Jj
Class of Work: (New/
Remodel/Addition: N
ZONING INFORMATION Type of Construction:
Zoning Proposed /2&-1
District: Use: 51 F&m�), Estimated Value $
Exceptions or Variances Materials:
Granted: /y
Solid or Filled /
Ground: Roof:
Method of Heating:
OWNER INFORMATION
Property Owner: ` Phone: Z 7—
Mail
Mailing Address G E
Zip: 223
CONTRACTOR INFORMATION
Contractor: Phone
Mailing Address:
Zip:
Expiration
STATE LICENSE NO: Date:
I HEREBY CERTIFY THAT I HAVE READ 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 COMPLIED 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 PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE
ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND
THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED.
Owner Signature F/T 3� DATE
Contractor Signature—#/:---. to DATE
i4
SWORN TO AND SUBSCRIBED BEFORE ME BY THIS DAY
OF
NOTARY UBLIC �,. � Carol AMMrcello
•is*My Commiss�w CC943449
P
fiwpaws June OB,2
WATER IMPACT FEE WORK 314EET
ADDRESS:— '3 3 Q a p L y , , I3r--
DRAINAGE
FIXTURE UNIT
FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS
Automatic clothes washers, commercial 3
Automatic clothes washers, residential 2
Bathroom group consisting.of water closet, lavatory, /
bidet, and bathtub or shower 6
Bathtub (voth or without overhead shower or whirlpool
attachments) 2
Bidet 2
Combination sink and tray 2
Dental lavatory 1
Dishwashing machine, domestic 2
Drinking fountain 1/2
Floor drains 2
Kitchen sink, domestic 2
Kitchen sink, domestic with food waste grinder and/or
dishwasher 2
Laundry tray 1 or 2 compartments 2
Lavatory 1
Shower compartment, domestic 2
Sink 2
Urinal 4
Urinal, 1 gallon per flush or less 2
Wash sink (circular or multiple) each set of faucets 2
Water closet, flushometer tank, public or private 4
Water closet, private installation 4
Water closet,public installation 6
TOTAL NUMBER OF UNITS
MULTIPLIED x 20
TOTAL$ FO
PLAN REVIEW CHECKLIST
PROPERTY DESCRIPTION:
OWNER:
[ ] 1. Determine Occupancy Classification of the structure. Select occupancy classification
which most accurately fits the use of the Building. (Chapter B3)
[ ] 2. Determine actual physical properties of building.
[ ] a. Determine building area each floor. (Area definition Chapter B2)
[ ] b. Determine grade elevation for building. (Grade definition Chapter B2)
[ ]
C. Determine building height in feet above grade. (Height definition Chapter B2)
[ ] d. Determine building height in stories. (Story definition Chapter B2)
[ ] e. Determine separation distance from exterior walls to assumed and common
property lines. (Property line definition Chapter B2)
[ ] f. Determine percent of exterior openings per floor.
[ ] 3. Determine minimum Type of Construction necessary to accommodate proposed structure.
(Chapter B6)
[ ] a. Determine maximum allowable heights and floor areas for Types of Construction
and Occupancy classification. (Table B500)
[ ] b. Check allowable height and area increases permitted. (Chapter B5)
( ] 4. Check detailed Occupancy requirements. (Chapter B4)
[ ] 5. Check detailed Construction requirements
[ j a. Fire Protection of Structural Members (Chapter B6&Table B600)
[ ] b. Fire Protection Requirements(Chapter B7 and Table 8700)
[ ]
C. Means of Egress Requirements(Chapter B10)
[ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF
are applicable only where specifically adopted by Ordinance)
[ ] 6. Review design as related to standards. (Chapters B16-B26)
[ ] 7. Check other requirements as necessary.
[ j a. Construction projecting into public property(chapter B32)
[ ] b. Elevators and conveying systems(Chapter B30)
[ ]
C. Sprinklers, standpipes and alarm systems(Chapter B9)
[ ] d. Use of combustible materials on the interior(Chapter B8)
[ ] e. Roofs and roof structures (Chapter B15)
[ ] f. Light,ventilation and sanitation (Chapter B12)
[ ] g. Other
CITY OF ATLANTIC BEACH BUILDING DEPARTMENT
Date
By:
Don C. Ford, Building Official
don/sb.1
PRE-APPLICATION REVIEW SUBMITTAL
City of Atlantic Beach- 800 Seminole Road- Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 • FAX (904)247-5805• http://www/ci.atlantic-beach.fl.us
Pre-Application Number: SF-2001-08 Date Routed: 12-05-01
Project Name: 330 Dudley Street (Habitat) Submittal No. 1
❑ Commercial ❑ Multi-Family ® Single-Family ❑ Other
Departments Routed:
® Building (Don Ford 247-5813)
lLKPlanning and Zoning (Sonya Doerr 247-5817)
Public Works (Bob Kosoy 247-5878)
ublic Utilities (Donna Kaluzniak 247-5834)
❑ Other
Date Review Comments Due: Tuesday, December 12, 2001
Additional Information: Please enter any comments in the appropriate department
folder. (F:\Development Review Comments\)
If your department has no comment on this submittal, please enter "reviewed, no
comment" by the date comments are due, or it will be assumed your department has no
comment.
SF-2001-08
330 Dudley Street (Habitat new SF )
December 11, 2001
Pre-Application Number: SF-2001-08
Date Due: 12/12/01
Public Works Dept.
Plan Review for
330 Dudley Street (Habitat)
Reviewed, no comments.
Plans returned to Building Dept. on 12/12/01.
Atlantic Beach — Utility Dept.
No comments on SF-2001-08. No water/sewer information shown. Water& sewer is
located in the area.
Donna Kaluzniak
12/6/01
Planning and Zoning
Reviewed; complies with zoning district and setbacks.
sbd/12/06/01
0
PRE-APPLICATION REVIEW SUBMITTAL
City of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800• FAX (904)247-5805• http://www/ei.atlantic-beach.fl.us
Pre-Application Number: SF-2001-08 Date Routed: 12-05-01
Project Name: 330 Dudley Street (Habitat) Submittal No. 1
❑ Commercial ❑ Multi-Family ® Single-Family ❑ Other
Departments Routed:
® Building (Don Ford 247-5813)
® Planning and Zoning (Sonya Doerr 247-5817)
® Public Works (Bob Kosoy 247-5878)
® Public Utilities (Donna Kaluzniak 247-5834)
❑ Other
Date Review Comment
Additional Informatio
folder. (F:\Developme
CA�
If your department h
_12MUpiC by the date
comment.
3
Atlantic Beach—Utility Dept.
No comments on SF-2001-08. No water/sewer information shown. Water & sewer is
located in the area.
Donna Kaluzniak
12/6/01
vz) !�_�
.J
F4r,
PROPERTY DESCRIPTION
Lot # G Block # , Section #
Subdivision n, ►;T 4" � ��"�` � G "'-
Street Name ] DESCRIPTION OF WORK
or Address:
(If in a FLOOD HAZAR
Flood Zone: area complete page 3) �-' g-�i�
Brief Description 5 � ��C= M I ''�►
Class of Work: (New/
Remodel/Addition: /U
ZONING INFORMATION Type of Construction:
Zoning / Proposed
District: ! Use: ) Estimated Value $ 4'1 ,
Exceptions or Variances Materials:
Granted: G
Solid or Filled
Ground• x�l L Roof:
Method of Heating:
OWNER INFORMATION
Property Owner: • Phone: 2 7—
Mailing Address
� Zip: 97_2- '3
CONTRACTOR INFORMATION
Contractor: S Phone:
Mailing Address:
Zip:
Expiration
STATE LICENSE NO: Date:
I HEREBY CERTIFY THAT I HAVE READ 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 COMPLIED 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 PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE
ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND
THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED.
Owner Signature n DATE //lu /
Contractor Signature DATE l/ Z � r�
SWORN TO AND SrUBSCRIBED BEFORE ME BY THIS ot+� DAY
OF
0
NOTARY UBLI C Carol A M&M000
i�4
t,�;i*my Commissj*n CCS43413
:,„„r” ENpirea June 08,2004
304814
MAP SHOWING SURVEY OF
LOT 2, BLOCK 2, LEWIS SUBDIVISION, AS RECORDED IN PLAT BOOK 24, PAGE 92 OF THE PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA.
4 4V4/11 t/NK FENIE 721 L/NE
/=�,e�^/p�L%Roj✓ � . FddND%2"/.tem P/iE
-_ AME (.vo
250.00
.4'PNA/N
i L/NK FENCE—.�,� N
Or
°od o
K: LOT 3 cor i
�� BLOCK Z VACANT BLOCK Z
Q O
� C.J
Q
)'eo^' 4.41E -vye 'T" 50.00
CUA/AI L/NK f4wee
�,�,p�fl7Tcv P4rzr o/— 5.t-47T/OW 17
NOTES:
1) THIS IS A BOUNDARY SURVEY.
2) NO BUILDING KESTRICTION LIN�: .SHOWN ON PLAT, 4) BEARINGS ARE BASED ON THE SOUTH
THERE ARE RESTRICTION LINES BY ZONING AND RIGHT-OF-WAY LINE OF DUDLEY
THERE MAY BE EASEMENTS THAT AFFECT THIS STREET AS BEING DUE EAST BY PLAT.
PROPERTY THAT ARE RECORDED IN THE PUBLIC
RECORDS OF THIS COUNTY THATYARE NOT SHOWN
ON THIS SURVEY._
3) THIS PROPERTY LIES IN FLOOD ZONE 'T' WHICH
IS THE AREA DETERMINED TO BE OUTSIDE THE PREPARED FOR THE BENEFIT OF.
500 YEAR FLOOD ACCORDING TO FEMA FLOOD
CInd
tlantic Beach
t1 Planninoning Department
This approval vs c omplienc a with applicable
y J zoning, subdiand other local land
development rens, but does not constitute
approval for thece of permits. Compliance
with FI 'da Builode and all other applicable
local, ate and rat permitting requirements
must b verified lure of the it•of Atlantic
Beach uilding prior to the ' u nce of
Buildin Permit
oil By:
Comnity velopment D ector
Date:
z
4
e 1
1 ^ �
k
i
i
j... ;
it
f
Z
a
D 5 c
�z� 1
Wq
1
f
HOLMESLUMBER
TRUSS CO .
6550 Roosevelt Blvd.
Jacksonville, FL 32244
Phone (904) 772-6100 Fax(904) 772-1973
JOB
CUSTOMERC
LOCATION ID v D G ey .S 7'
BUILD SET
I. Truss Takeoff
II. Layout'
III. Engineering
IV. Framing Details
V. Simpson Strong-Tie Hanger Details
VI. HIB-91 Summary Sheet
Holmes Lumber Co. Policy re:Repair,correction or rebuilding of faulty trusses. This company is not liable
or subject to any backcharges levied against it by a customer unless that customer so notifies Holmes Lumber
in writing of the existing problem and allows Holmes Lumber a reasonable amount of time to correct,
alter or remake the truss or trusses to solve the existing problem.
24" OC THRU T5
TO FACE OF T1
F® 42 ' ^I
38
I
w N
J4 .14
01)
CY) J2-
J 1Em
�C
Ul J5
J4
N N
m C 00
07
J2 C J2
J3 J3
'y J4 J4
4ct,- wc-
® i 38 ' _I
�� 24" OC THRU T5
Job: (9-0691) LOT 11 T1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 01 Dense : T2 2x6 SP 02 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #1 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
WEBS 2x4 SP #3 WIND TC OL = 5.0 PSF, WIND BC DL - 5.0 PSF.
RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS.
#1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
W5X12 W X3 W5 12
T 5p
m m
mti m
W4X7(A2) W4X7(A2)
_ ---IVB, „z
W1.5X4 HS412 W1.5X4
28'
f--2 2B' 2 --I
7' 14' 7'
432# 432#
Rv=2129# U=1030# W=3"B Rv=2129# U=1030# W=3"B
TAG = T1 SEQ = 56143
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0.2424
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF
*IMPORTANT**SHALL NOTBE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN cT per_ TC DL 7•0 PSF DATE 03/11/99
FAILURETOBUILDTHE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REot
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °t 42319 A BC DL 1 0 •0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 6C LL 0 •0 PSF JDM
CONNECTORS PEP DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 5+A r E 0-F W
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 9�°.F <Og10'oc e TOT.L D. 37 .0 PSF 0/A LEN. 2 8
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'' +r OUR.FAC. 1 . 25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR. rs/•cn-D oE1,1�jS
•--TPI - TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION "YC SPACING See a b o v e T VPE h i os
Job: 9-0691 LOT 11 T2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
10' 8'
W4X5(R) W X4 W4X R)it
T
12 1
5 L-- W1.5X3 W1.5X3
v
vv W3X5(A1) W3X5(A1) 8 1 '2
W3X7 W3X4 W3X7
28'
Rv=1144# U=590# W=3"8 Rv=1144# U=590# W=3"8
SEG = 56147
PLATE-WAVE TPI95 TPI-95 (STD) OTY= 2 PLIES= 1 TOTAL= 2 REV. 1B.2c4 SCALE =0.2424
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF
t
*IMPORTANT** SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 5 ` p�_ TC DL 7 .0 PSF DATE 03/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REF� BC DL 10 0 PSF DRWG
ALPINECONnECTOFIS aRE MADE OF 20GA GALV. STEEL MEEtInG ASTM OUIREMENiS. UNLESSO7MERNISE INDICATED, TOP `E 42319�fA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T BC L L 0 0 PSF JDM
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE s T A TE 0'F W
4 TOT.LD. 37 .0 PSF 0/A LEN. 28
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C`:�* 40R L0 Q.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �',fsT�r o'�Z DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, Fr.�_ ET,T('j
x--TPI - TRUSS PLATE INSTITUTE NDS 1991 NATIONAL SIGN SPECIFICATION FOR WOOD CONSTRUCTION "T[U SPACING 2'4 �rTYPE h i p s
Job: (9-0691) LOT 11 T3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL = 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
6 11 -----�
WAX5(R) WAX6
T
12 T
5 p WI 5X3 W1.5X3
v v
W3X5(A1) W3X5(A1)
W W2
3X7 W3X4 W3X4
28'
�—2 28 2
Rv=1144# U=580# W=3"8 Rv=1144# U=580# W=3"8
TAG = T3 SED = 56151
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0.2424
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF
*IMPORTANT** SHALL NOT BE RESPONSI8LE FOR ANYWARNING IN HANDLING. ERECTION AND o
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN s T M_ TC DL 7.0 PSF DATE 03/11/99
�1 \\UvAV�AV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Q�� .1 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP ct g2319'F `lam BC DL 1 0 •0 PSF DRW G
O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER p
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF JD M
CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s r A t E as v OT.LO. 37 .0 PSF D/A LEN. 28
[DUR.
CONFORM./APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER .Q <ORIO Q.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ��'j f' o H FAC. 1 .25
IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR•--TPI - TRUSS PLATE INSTITUTE NOS - i 91 NATIONAL ESI GN SPE IFICATI N F WOO CONSTRUCTION PACING 24.0" TYPE hips
Job: 9-0691 LOT 11 T4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
13' -�- 2' 13' —-1
W4X5(R) W4X
W3X4 W3X4
5 p 12 _
al m
in in
v W3X5(AI) W3X5(AS)
W1.5X3 W3X7 W3X4 W1.5X3
W3X4
28'
�--2 282 --�
Rv=1144# U=5BO# W=3"B Rv=1144# U=580# W=3"8
TAG = T4 SEQ = 56155
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= i TOTAL= 2 BEV. 1B.2C4 SCALE =0.2424
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND
[FAILURE
EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �r� T Jam. TC DL 7 •0 PSF DATE 03/11/99
TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RELPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREI NTS. UNLESS OTHERWISE INDICATED. TOP 1 2319f � BC DL 10 •0 PSF DRWG
446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC L L 0 •0 PSF JDM
CONNECTORS PER DRAWINGS 130. ISO 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 5 T A T E Of ,^ TOT.LD. 37 •O PSF 0/A LEN. 28
CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.
FURNISH A COPY OF THIS �' F1, .wo`'� �e DUR.FAC. 1 .25
JN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. Tjryo EZ
•--TPI - TRUSS PLATE INSTITUTE NOS 991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" TYPE hips
Job: (9-0691) LOT 11 T7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.
LOAD CONTINUOUS LOADS LOAD CONC. LOADS
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
0 T 54.0 54.0 0.0 5.0 0 T 51 2.6 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
0 8 20.0 20.0 0.0 5.0 0 B 44 2.6
1 B 1.B 1.8 0.0 5.0
1 T -81.1 -B1.1 0.0 2.5
1 T -81.1 -81.1 2.5 5.0
-- 2'6"12 511
2'5"4
2.6" 2.6"
W4X4
12
5 �
m rn
v v
W2X4(A1)
T
B
5'
5'
W1.5X3
2'6"12 2'5"4
44
Rv=231# U=200# W=3.8 Rv=234# U=200# W=3"B
TAG = T20 SEQ = 56194
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =1 .4002
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE
*IMPORTANT*)( SHALL NOT BE RESPONSIBLE FOWARNING ANY IN HANDLING. ERECTION AND 03/11/99 T C LL 20 .0 PSF REF
1 \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN V-S T pn_ TC DL 7.0 PSF DATE 03/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE "�9
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL NEEIING ASTM OUIRENENTS. UNLESS OTHERNISE INDICATED. TOP d23f9f �l� BC DL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF JDM
CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A r E os „ 3 7•0 PSF DEQ LEN. 5
TOT.LD.
CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER S + <ORTO
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Frr '"off DUR.FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY, DESIGN TO THE TRU55 ERECTION CONTRACTOR, Cr`r/F ,D AEjt
x--TPI - TRUSS PLATE INSTITUT NDS 1991 NATI A SIGN SPE IF AT10N FOR M LONS TRUCTI SPACING see above TYPE c o m n
Job: 9-0691 LOT 11 J1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP M2 N WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. REACTION OF 157,09.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv-157N NAILED
11'0"6
m m
m 12 m
5p
W2X4(AS)
4'1
B'1"2
7'1"8
Rv=399N U=240# W=3"8 Rv-70# U=200* NAILED
TAG = T17 SEG = 56164
PLATE-WAVE TPI95 TRI-95 (STD) QTY= 16 PLIES= 1 TOTAL= 16 REV. 16.2c4 SCALE =0.7740
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 03/11/99 TC LL CO 0 PSF REF
*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
+ \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ss'71cp�_ TC OL 7.0 PSF DATE 03/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FON ADDITIONAL SPECIAL PERMANENT BRACING RE —'9
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP '4;1 F�� BC DL 1 0 .0 PSF DRWG
\U\\ A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF JDM
CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A T E OF
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER 9. 9�F<PRto' T 0 T,L D. 37 .0 PSF O/A LEN. 7
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �',fs Frr o'4 A C. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR. 1.c,.__ ET,1('jS
A--TPI • iRU55 P ATE INSTITUTE NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOO CONSTRUCTION �"�tL1 SPACING 2 4 O�� T YP E spec
Job: (9-069 1LOT 11 J2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC OL = 5.0 PSF, WIND BC OL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. REACTION OF 99.64.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv=100# NAILED
10'2"6
TU 12 fU
5 p
W2X4(AS)
v B'i"2
2' 5'
Rv=334# U=220# W=3"B Rv=441# U=200# NAILED
TAG = T7 SEG = 56168
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= 1 TOTAL= 8 REV. 18.2c4 SCALE =0.9735
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF
M IMP 0 R T A N T** SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND
n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c, T per. TC DL 7.0 PSF DATE 03/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP gz31gF BC OL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSF JDM
CONNECTORS PER DRAWINGS 130, 150 6 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE s T"r E o r; TOT.L D. 37 .O PSF D/Q LEN. 5
CONFORM M/ppPL ICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER "�'.�4 TOR tG Q.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISOUR.FAC. 1 .2 5
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. sT E 'L .1
"--TPI " TRUSS PLATE INSTITUTE NOS " 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4.o- T YPE s p e c
Job: (9-0691) LOT-11 J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. REACTION OF 27.62.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv=280 NAILED
9'4"6
12
W2X4(A1) 5
T
Q e•1••z
�-— 2' 3,
Rv=288# U=220# W=3"8 Rv=17# U=20011 NAILED
TAG = T18 SEG = 56173
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= 1 TOTAL= 8 REV. 18.2c4 SCALE =1 .3116
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/11/99 T C LL 20 .0 PSF REF
*IMP0RTANT** SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO ,rDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN cT M. TC DL 7 •0 PSF DATE 03/11/99
ut
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR AOOITIDNAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP ` 42319rf �� BC DL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JD M
CONNECTORS PER DRAWINGS 130. 150 6 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 5 T A T E OF
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER Zk�.��Dg10'q�- Q, TOT.L O. 37.0 PSF D/A LEN. 3
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'f E+r �"' DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
.--TPI --TRUSS PLATE INSTITUTE MDS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION "'1tU SPACING 24.0" TYPE spec
Job: 9-0691 LOT 11 J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -156# OCCURRED ON A
BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED.
WEBS 2x4 SP #2 N
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF.
REACTION OF 317.16.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
2x4(A i) B'6"6
12
c 5 �
8' 1"2
1'1"8
2
Rv=3570 U=250# W=3"8
Rv-%*15lA620(NRILNMLED
TAG = T9 SEQ = 56186
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 12 PLIES= 1 TOTAL= 12 kEV. 18.2c4 SCALE =1 .9005
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 03/11/99
TC LL 20 .0 PSF REF
t
*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN cT M. TC OL 7•0 PSF DATE 03/11/99
FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 42319` iBC DL 1 0 •0 PSF DRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T BC LL 0.0 PSF JDM
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOT70M CHORD
CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 5 T A`E'' TOT.L D. 37 .0 PSF 10/A LEN. 1
CONFORM N/APPLICABLE PROVISIONS Of NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '.��foR 1� uv Q,
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �',r Err , DUR.F Ac. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA-'-. Sl�fO of t
•--TPI - TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL ESIGN SPECIFICATION FOR WOO CONSTRUCTION SPACING 2 4 " TYPE spec
Job: 9-0 91 LOT 11 J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI.
BOT CHORD 2x4 SP 112 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP 112 N WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. REACTION OF 17.07.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv=6N NAILED
9114
rn m
v o
W2X4(A1) 12
5 C7
T
Q
8'1"2
2'7"8
2' 2'6"
Rv-276N U=21011 W=3"8 Rv-S1N U=20011 NAILED
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 bEV. 18.204 SCALE =154364
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/11/99 TC LL 20 .0 PSF REF
t
*IMP0RTANT** SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION ANpDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN cT M. TC OL 7 •0 PSF DATE 03/11/99
FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,� 10 .0
O\\\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP "%2;31 BC DL 10 •0 PSF DRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF JDM
CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTLRITSIDEILING -- SEE sT r E P RCONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL 1) FORPROPERR � T 0T.LD. 37 .O PSF 0/A LEN. 20600
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATICOPY OF THIS �' f� �` DUR.FAC. 1 •25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUONTRACTOR. Sl S`•--TPI - TRUSS PLATE INSTITUTE N S" 1991 NATIONA ESIGN SPE IF CATI N F TION SPACING 24.0"
TYPE spec
Job: 9-0691 LOT 11 J6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF.
LOAD CONTINUOUS LOADS LOAD CONC. LOADS
CASE SIDE L-PLF R-PLF START ENO CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
0 T 54.0 54.0 0.0 12.7 0 T -314 3.5 REACTION OF 260.94.
0 B 20.0 20.0 2.8 12.7 0 T 28 6.3
1 B 1.8 1.8 2.8 12.7 0 T 100 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
1 T -74.4 -74.4 0.0 3.0 0 B -37 3.5 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
1 T -33.1 -33.1 3.0 9.7 0 B 17 6.3
1 T -74.4 -74.4 9.7 12.7 0 B 44 9.1 CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv=146# NAILED
1 5"7 -31 / 2'9"15 28- - 2'9"15 100 -2'9"8
�- 9'10"13
�11 09
W3X3
W1.5X3
M 3.54 p '^
m m
W2X4(A1)
vT 8' "2
1
9'10"13
�- 2'9"15 9'10"13
1'5"7--}- 2'9"15 2.9"15 2'9"8
-37# 17J 44
Rv=317# U=270# W=4"15 Rv=261! U=200# NAILED
TAG = T6 SEQ = 56198
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 4 PLIES= i TOTAL= 4 PEV. 18.2c4 SCALE =0.5915
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/11/99 T C LL 20 .0 PSF REF
t
MIMP0RTANTH* SHALL NO1 BE RESPONSIBLE FOR ANY A RN I N G IN HANDLING• ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9f BY TPI. SEE THIS OESIGN cT q�_ TC OL 7 .0 PSF DATE 03/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °`42319` I� BC DL 10 0 PSF DRWG
CHORE)GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOSHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSF JD M
CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WItH PROPERLY ATTACHED RIGID CEILING -- SEE 5 T A T E 0 F
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER <ORT�' - T 0 T.L D. 3 7 .O PSF 0/A LEN. 91013
SEAL ON THIS DRAWING APPLIES i0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISC,f��f, . . �y DUR.FAC 1 25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. S"�A`.._D BET,jGti
"--TPI • TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL ESI N SPE 1FICATjON FOR ND CONSTR TION �^2 SPACING S e e a b o v e TYPE spec
Job: (9-0691) L 0 T 11 J7 THIS DWG. PREPARED BY THE ALPINE OB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. REACTION OF 22.42.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv=22# NAILED
9' "13
m rn
c Q
0
W2X4(A 1) 3.54
v 8' "2
-3'7"15
2'9"15 3'6"7
Rv=376#
1=310# W=4"15 RY-16# U=200# NAILED
TAG = T21 SEQ = 56190
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 16.2c4 SCALE =1. 1280
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 03/11/99 TC LL 20 0 PSF REF
t
I MPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HAMMING. ERECTION ANO 7 .0 PSF DATE 03/11/99
[FAILURE
EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 5 T Rn. TC DL TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` 1LPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP o 423 9' lBC DL 10 •O PSF DRWG
446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL DE LATERALLY BRACED WITH PROPER
RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM
CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s T•*a or^^
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER °��+<OgIO'o�-hQ. [DUR.
OT.LO. 37 .0 PSF OSA LEN. 30607
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS FAC. 1 .25
IN ONLY, ANO SMALLNOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. S/kT., jS• TPI - TRUSS PLATE INSTITUTE NOS - 1991 NATIONA DESIGN SPECIFICAT FOR WO DCONSTRUCTION PACING 24.0" TYPE spec
SINGLE FAMILY RESIDENCE
HVAC LOAD ANALYSIS
fo r
Beaches Habitat
P.O. Box 50939
Jacksonville, FL 32240
oftwale
RRmUNIALHVAC.
HVAC LOAM
Prepared By:
Jeri Boxx
Ocean State Heating&Air Conditioning
1476 Atlantic Boulevard
Neptune Beach,FL 32266
(904)249-8251
06-29-00
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C Single Family Residence
Neptune Beach, FL 32266-1798 06-29-00 Page 2
Project Summary
Project: Single Family Residence Company: Ocean State Heating &Air Conditioning
Client: Beaches Habitat Representative: Jeri Boxx
Address: P.O. Box 50439 Address: 1476 Atlantic Boulevard
City: Jacksonville,FL 32240 City: Neptune Beach, FL 32266
Phone: 241-1222 Phone: (904) 249-8251
Fax: Fax: (904) 249-8949
Design Data
Project Name: Single Family Residence
Reference City: Jacksonville, Florida
Daily Temperature Range: Medium
Latitude: 30 Degrees
Elevation: 26 Feet
Elevation Sensible Adj. Factor: 1.000
Elevation Total Adj. Factgr: 1.000
Elevation Heating Adj. Factor: 1.000
Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference
Winter: 27 N/A N/A 72 N/A
Summer: 96 78 50% 75 51
Check Figures
Total Building Supply CFM: 811 CFM per square foot: 0.668
Square feet of room area: 1,214 Square feet per ton: 628.917
Building Loads
Total heating required with outside air: 25,232 Btuh 25.232 MBH
Total sensible gain: 17,836 Btuh 85 %
Total latent gain: 3,175 Btuh 15 %
Total cooling required with outside air: 21,011 Btuh 1.751 Tons (based on sensible + latent)
1.930 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
Thursday,June 29,2000
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C Single Family Residence
Neptune Beach,FL 32266-1798 06-29-00 Page 3
Total Building Summary Loads
Component Area Sen. Lat. Sen. Total
Description Quart Loss Gain Gain Gain
3C Window Double Pane Clear Glass etal Frame 150 4,894 0 6,728 6,728
10D Door Wood Solid Core 38 787 0 430 430
12C Wall R-11 + 1/2"Gypsum(R-0.5) 934 3,783 0 2,068 2,068
13C Part R-11 + 1/2"Gypsum(R-0.5) 64 130 0 92 92
16G Ceiling R-30 Insulation 1,214 1,802 0 1,802 1,802
22A Slab on Grade No Edge Insulation 149 5,431 0 0 0
Subtotals for structure: 2,549 16,827 0 11,120 11,120
Active People: 4 0 920 1,200 2,120
Inactive People: 0 0 0 0 0
Appliances: 0 0 0 2,400 2,400
Lighting: 0 0 0 0 0
Ductwork: 0 1,202 0 1,622 1,622
Infiltration: Winter CFM: 145.6, Summer CFM: 64.7 188 7,203 2,255 1,494 3,749
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0
Sensible Gain Total: 17,836
Temperature Swing Multiplier: X1.00
Building Load Totals: 25,232 3,175 17,836 21,011
Check Figures
Total Building Supply CFM: 811 CFM per square foot: 0.668
Square feet of room area: 1,214 Square feet per ton: 628.917
Building Loads
Total heating required with outside air: 25,232 Stuh 25.232 MBH
Total sensible gain: 17,836 Btuh 85 %
Total latent gain: 3,175 Btuh 15 %
Total cooling required with outside air: 21,011 Btuh 1.751 Tons (based on sensible + latent)
1.930 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
Thursday.June 29.2000
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C
Single Family Residence
Neptune Beach, FL 32266-1798 06-29-00 Page 4
System #1 Summary Loads
Component Area Sen. Lat. Sen. Total
Description Quan Loss Gain Gain Gain
3C Window Double Pane Clear Glass Metal Frame 150 4,894 0 6,728 6,728
10D Door Wood Solid Core 38 787 0 430 430
12C Wall R-11 + 1/2"Gypsum(R-0.5) 934 3,783 0 2,068 2,068
13C Part R-11 + 1/2"Gypsum(R-0.5) 64 130 0 92 92
16G Ceiling R-30 Insulation 1,214 1,802 0 1,802 1,802
22A Slab on Grade No Edge Insulation 149 5,431 0 0 0
S u btota Is fo r stru ctu re: 2,549 16,827 0 11,120 11,120
Active People: 4 0 920 1,200 2,120
Inactive People: 0 0 0 0 0
Appliances: 0 0 0 2,400 2,400
Lighting: 0 0 0 0 0
Ductwork: 0 1,202 0 1,622 1,622
Infiltration: Winter CFM: 145.6, Summer CFM: 64.7 188 7,203 2,255 1,494 3,749
Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0
Sensible Gain Total 17,836
Temperature Swing Multiplier: X1.00
System Load Totals: 25,232 3,175 17,836 21,011
Check Figures
Supply CFM: 811 CFM per square foot: 0.668
Square feet of room area: 1,214 Square feet per ton: 628.917
System Loads
Total heating required with outside air: 25,232 Btuh 25.232 MBH
Total sensible gain: 17,836 Btuh 85 %
Total latent gain: 3,175 Btuh 15 %
Total cooling required with outside air: 21,011 Btuh 1.751 Tons (based on sensible + latent)
1.930 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
Thursday,June 29,2000
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C Single Family Residence
Neptune Beach, FL 32266-1798 06-29-00 Page 5
Room Load Summary Reports
System #1 Room Load Summary
Htg ; Htg Run Run Clg Clg Clg Zone Clg Air
Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM
---Zone 1---
1 Bedrms 322 5,283 69 0-0 0 3,637 820 165 1.00 165 165
2&3
2 Bedrm4 322 7,808 101 0-0 0 5,145 950 234 1.00 234 234
Living
3 Bedrm1 322 4,517 59 0-0 0 2,963 482 135 1.25 169 135
Bath
4 Kitchen 248 7,624 99 0-0 0 6,091 923 277 1.00 277 277
Dining
System 1 1214 25,232 328 17,836 3,175 811 845 811
Totals
Main Trunk Size: 12x12 in.
System #1 Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 1.751 85%/15% 17,836 3,175 21,011
Recommended: 1.930 77%/23% 17,836 5,328 23,164
System #1 Equipment Data
Heating System Cooling System
i
I .
Thursdav June 7.Q 7nnn
FORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: Beaches Habitat Spec 1214 Builder: Beaches Habitat
Address: Permitting Office:
City, State: Permit Number:
Owner: Jurisdiction Number:
j Climate Zone: North
1. New construction or existing New - 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr
3. Number of units,if multi-family 1 _ SEER: 10.00 _
4. Number of Bedrooms 4 _ b.N/A -
�. Is this a worst case? No
6. Conditioned floor area(ft2) 1214 ft2 c. N/A -
7. Glass area&type -
a. Clear-single pane 0.0 ft2 _ 13. Heating systems
b. Clear-double pane 150.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr
c. Tint/other SC/SHGC-single pane 0.0 ft2 HSPF:7.00
d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _
8. Floortypes
a. Slab-On-Grade Edge Insulation R=0.0, 149.0(p)ft - c. N/A -
b. NIA
c. NIA 14. Hot water systems
9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _
a. Frame,Wood,Exterior R=11.0,934.0 ft2 _ EF:0.92 -
b. Frame,Wood,Adjacent R=11.0,64.0 ft2 - b.N/A _
c. NIA
d. NIA _ c. Conservation credits _
e. NIA (HR-Heat recovery,Solar
I 10. Ceiling types - DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1214.0 ft2 _ 15. HVAC credits
b.NIA _ (CF-Ceiling fan,CV-Cross ventilation,
c. NIA HF-Whole house fan,
11. Ducts _ PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier,
I b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.12 Total as-built points: 19283.00 PASS
Total base points: 21411.00
1 hereby certify that the plans and specifications covered Review of the plans and
by this calculation are in compliance with the Florida specifications covered by this yo. 0
Energy Code. calculation indicates compliance
PREPARED BY: Ocean State HVAC with the Florida Energy Code.
Before construction is completed
DATE. this building will be inspected for 1
I hereby certify that this building, as designed, is in compliance with Section 553.908 X01)WE
compliance with the Florida Energy Code. Florida Statutes.
OWNER/AGENT: �� � 1A_
ILDING OFFICIAL:
DATE: ! O DATE:
EnergyGauge®(Version: FLRCNA-200)
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS. , , , PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1214.0 33.05 7223.1 Double,Clear N 1.5 6.0 15.0 19.22 0.94 270.6
Double, Clear W 1.5 6.0 15.0 36.99 0.91 506.7
Double, Clear N 1.5 6.0 30.0 19.22 0.94 541.2
Double, Clear E 1.5 6.0 30.0 40.22 0.91 1101.4
Double, Clear W 1.5 6.0 15.0 36.99 0.91 506.7
Double, Clear s 1.5 2.0 6.0 34.50 0.57 117.0
Double, Clear E 5.5 6.0 30.0 40.22 0.54 649.0
Double, Clear S 1.5 4.0 9.0 34.50 0.74 228.9
As-Built Total: 150.0 3921.6
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adajcent 64.0 0.7 44.8 Frame,Wood, Exterior 11.0 934.0 1.70 1587.8
Exterior 934.0 1.70 1587.8 Frame,Wood,Adjacent 11.0 64.0 0.70 44.8
Base Total: 998.0 1632.6 As-Built Total: 998.0 1632.8
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8
Exterior 38.0 6.10 231.8
Base Total: 38.0 231.8 As-Built Total: 38.0 231.8
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Under Attic 1213.8 0.60 728.3 Under Attic 30.0 1214.0 0.60 728.4
Base Total: 1213.8 728.3 As-Built Total: 1214.0 728.4
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 149.0(p) -37.0 -5513.0 Slab-On-Grade Edge Insulation 0.0 149.0(p) -41.20 -6138.8
Raised 0.0 0.00 0.0
Base Total: -5513.0 As-Built Total: -6138.8
INFILTRATION Area X BSPM = Points Area X SPM = Points
1214.0 10.21 12394.9 1214.0 10.21 12394.9
EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT#:
BASE AS-BUILT
Summer Base Points: 16697.7 Summer As-Built Points: 12770.5
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
12770.5 1.000 0.974 0.341 1.000 4244.0
16697.7 0.3573 5966.1 12770.5 1.00 0.974 0.341 1.000 4244.0
EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points
.18 1214.0 9.76 2133.8 Double, Clear N 1.5 6.0 15.0 14.30 1.00 215.1
Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3
Double,Clear N 1.5 6.0 30.0 14.30 1.00 430.1
Double,Clear E 1.5 6.0 30.0 9.09 1.04 282.4
Double,Clear W 1.5 6.0 15.0 10.77 1.02 165.3
Double,Clear S 1.5 2.0 6.0 4.03 2.27 54.8
Double,Clear E 5.5 6.0 30.0 9.09 1.26 344.7
Double, Clear S 1.5 4.0 9.0 4.03 1.35 49.1
As-Built Total: 150.0 1706.7
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adajcent 64.0 3.6 230.4 Frame,Wood, Exterior 11.0 934.0 3.70 3455.8
Exterior 934.0 3.70 3455.8 Frame,Wood,Adjacent 11.0 64.0 3.60 230.4
Base Total: 998.0 3686.2 As-Built Total: 998.0 3686.2
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4
Exterior 38.0 12.30 467.4
Base Total: 38.0 467.4 As-Built Total: 38.0 467.4
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Under Attic 1213.8 1.20 1456.6 Under Attic 30.0 1214.0 1.20 1456.8
Base Total: 1213.8 1456.6 As-Built Total: 1214.0 1456.8
FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 149.0(p) 8.9 1326.1 Slab-On-Grade Edge Insulation 0.0 149.0(p) 18.80 2801.2
Raised 0.0 0.00 0.0
Base Total: 1326.1 As-Built Total: 2801.2
INFILTRATION Area X BWPM = Points Area X WPM = Points
1214.0 -0.59 -716.3 1214.0 -0.59 -716.3
EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT#:
s
BASE AS-BUILT
Winter Base Points: 8353.8 Winter As-Built Points: 9402.1
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
9402.1 1.000 0.990 0.487 1.000 4532.2
8353.8 0.5340 4460.9 9402.1 1.00 0.990 0.487 1.000 4532.2
EnergyGaugeT"" DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200
FORM 60OA-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT#:
s
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
4 2746.00 10984.0 50.0 0.92 4 1.00 2626.61 1.00 10506.4
As-Built Total: 10506.4
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
5966.1 4460.9 10984.0 21411.0 4244.0 4532.2 10506.4 19282.6
PASS
�yo��HE
* a
r�GOD Wv
EnergyGaugeT°^ DCA Form 60OA-97 EnergyGaugeWlaRES'97 FLRCNA-200
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area.
Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility
penetrations;between wall panels&top/bottom plates;between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from,and is sealed to,the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases,
soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter,at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a
sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from
conditioned s ace,tested.
Multi-story Houses 606.1.ABC.1.2.5 Air barrier on erimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences.
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools
must have a pump timer. Gas spa&pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed,insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min.insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides.
Common ceiling&floors R-11.
EnergyGaugeT"' DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3
The higher the score,the more efficient the home.
1. New construction or existing New - 12. Cooling systems
2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 kBtu/hr _
3. Number of units,if multi-family 1 - SEER 10.00 -
4. Number of Bedrooms 4 - b.N/A -
5. Is this a worst case? No - -
6. Conditioned floor area(ft) 1214 ft2 c. N/A -
7. Glass area&type - -
a. Clear-single pane 0.0 ft2 _ 13. Heating systems
b. Clear-double pane 150.0 ft2 - a. Electric Heat Pump Cap: 100.0 kBtu/hr -
c. Tint/other SC/SHGC-single pane 0.0 ft2 - HSPF:7.00 -
d.Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A
8. Floor types - -
a. Slab-On-Grade Edge Insulation R=0.0, 149.0(p)ft ` c. N/A _
b. N/A - -
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap:50.0 gallons
a. Frame,Wood,Exterior R=11.0,934.0 ft2 _ EF:0.92 _
b. Frame,Wood,Adjacent R=11.0,64.0 ft2 - b. N/A _
c. N/A -
d. N/A - c. Conservation credits -
e. N/A (HR-Heat recovery,Solar
10. Ceiling types _ DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1214.0 ft2 _ 15. HVAC credits _
b.N/A (CF-Ceiling fan,CV-Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts _ PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed(or exceeded) o�THE S7.4
in this home before final inspection. Otherwise,a new EPL Display Card will be completed p
based on installed Code compliant features.
Builder Signature: Date: - a
Address of New Home: City/FL Zip: c01)we
*1VOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating.Ifyour score is 80 orgreater(or 86for a USEPAIDOEEnergyStar7lfdesignation),
your home may qualify for energy efficiency mortgage (EES incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487-1824.
EnergyGauge®(Version:FLRCNA-200)
304814
MAP SHOWING SURVEY OF
LOT 2, BLOCK 2, LEWIS SUBDIVISION, AS RECORDED IN PLAT BOOK 24, PAGE 92 OF THE PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA.
O.vOL F Y 5
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(4/0/A)
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vo BLOCK 2 VACANT BL oCK Z
h
Q
ou��%2 vZoN pv,� WEST 50 00• \}FOUNQ%2 i�oi✓P/PE
6 CNA/N 1./NK FENCE
5. e rlV✓ /7
NOTES:
1) THIS IS A BOUNDARY SURVEY. 4) BEARINGS ARE BASED ON THE SOUTH
2) NO BUILDING RESTRICTION LINE, SHOWN ON PLAT, RIGHT-OF-WAY LINE OF DUDLEY
THERE ARE RESTRICTION LINES BY ZONING AND
STREET AS BEING DUE EAST BY PLAT.
THERE MAY BE EASEMENTS THAT AFFECT THIS
PROPERTY THAT ARE RECORDED IN THE PUBLIC
RECORDS OF THIS COUNTY THAT-ARE NOT SHOWN
ON THIS SURVEY. .
3) THIS PROPERTY LIES IN FLOOD ZONE "X" WHICH
IS THE AREA DETERMINED TO BE OUTSIDE THE PREPARED FOR THE BENEFIT OF:
500 YEAR FLOOD ACCORDING TO FEMA FLOOD
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BUILDING, PLA NNINGAND ZONING INSPECTIONDe.P tRT:NE.VT
CITY OFA TLANTIC BEACH, FLORIDA
CER TIFIC4TE OF OCCUPANCY
WORKSHEET
Date Requested:
Building Contractor: r' % � ¢ - ----
°uilding Permit Number: 02_- j ," PJ-.(
'address :
Legal Description :
Improvements to the above described property have been comcleted
perm.- it accordance with the terms of the penit and is certified to be
ready for occupancy as
9-
� .
Lowest Floor Elevation :
required as built
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DE2ARTMENT DATE NOTIFIED DATE APPROVED BY
Fire e--------- -
Public Works � - 2 3' , a3 L�--�,��v� �ep ,
Planning �/,/-`?O' 03
Building