1657 Seminole Rd (vault) _`rTY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
All applinginne miictf i-- subrnitted 'Aitb seven 7) co ies and res-pi—A Lday=e
U,U) dUs prior to the scheduled rneetin2 in order to be placed on the agenda.
*INCOMPLETE APPLICATIONS OR INACCURAT RKED Sj
WILL NOT IRF PROCESSED.
-:fAH i�5s D . \,-4'rso..J
APPLICANT NAME ADDRESS TELEPHONE
L-0-r 11 13 L,,2 64-- A o
ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE
3. REASON FOR PROPOSED TREE REMOVAL: /1,J4F_tJ Gjj6,Ce FAt_j I L_�,
4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? 0 YES 0 NO W NOT SURE
5. PROPERTY ZONING: t<RESIDENTLU 13 COMMERCIAL
6. LIST TREES PROPOSED FOR REMOVAL:
SPE IES DIAMETER DIAMETER MITIGEAT17ON
-INTERIOR EXTERIOR
A-W_
Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above arade. To accurately determine
diameter, measure the trunk circumference and divide by 3.14. Dia"meter of multi-trunked trees is
determined by adding together the diameter of each trunk as measured immediately above the
forks.
See attached diagram for determination of interior and exterior zones.
7. SITE PLAN/TREE SURVEY indicating:
a) Location of topography features such as hills and low areas.
b) Existing and proposed structures.
C) Location of all trees with Diameter at Breast Height of six inches or more.
d) Tree species and sizes.
e) Trees to be removed should be clearly marked with an "X".
f) Trees to be preserved on-site for mitigation must be marked with brackets
g) Location, size and species of any proposed new replacement trees marked with a
circle "0".
h) Location of utilities and easements as applicable.
I) Location of trees to be preserved on-site with barricading noted.
8. ON-SITE REQUIREMENTS:
a) All trees identified for removal MUST be marked on-site by RED flagging,
paint or tape.
b) All trees to be preserved on-site for mitigation MUST be marked with BLUE
flagging, paint or tape.
c). The front property comers must be marked by stakes or paint indicating the Lot
9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES
WILL NOT BE PROCESSED.
I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11,
TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF
THE CODE OF ORDINANCES OF ATLANTIC BEACH.
(::::: — �._j ±__ Z_ I b 10-2—
rA li 's Signature Date
OwneaSignature Date
CITY USE ONLY:
Tree Conservation Board Chairperson Date
WAT50N HOMF- INC .
15213� 5AWMIL-L- L.ANC--, PONT'F- VE�rpA [3F-ACH, FL- ]��2082 ( 90-4) 2-7�5-E�52��
5ITr; PL�AN PIP CPLACF-12 13Y:
KATHLF-�W M055
12kAJP-nNCi 5FWVICF.�5
20 ' 5F-TL3ACK
1 0
0
PORCH 10 X 10 C?A K<, 0
B'' OAK X
3 Cr?,epr
_ M,/p
15 j
X 6
31
< PLAN 2141
K5 4 F.F.E.
2 1 PORCH
z
5YCAMOI 2? /*
0
21
:21 1 CF-�,-AR `0 20 ' 15r--T-13ACK
121 ICE�P�
I PJN-m 11
0.0
N6 , ol 01 1 w
THICK
FL-Al;�F -C:2
22 ' WlPr:� CONC.
5F- MIMOL-L'-E-� 13F-ACH P,,CAP
RECEIVED
FLEO 8 200 2
CItY Of Atlantic Beach
City of Atlantic Beach SuildIng aBd Z�Mjj)'g
800 Seminole Rd
Atlantic beach FL 32233
Re: Getting on the tree boards Feb 27th agenda.
Dear Don Ford,
We would like to request a meeting concerning the
mitigation of 4 - (2 inch) caliper Florida #1 live oak trees
in the public right of way or anywhere the tree
beautification committee would like.
Sincerely,
Sherry azo
(904) 246-6494
cc: Courtney Builders projects - 2047 - 2029 Seminole Rd
Rodney Courtney
RECEIVED
FLE B 8 2002
City of Atlantic Beach
City of Atlantic Beach Building snO Zoning
800 Seminole Rd
Atlantic beach FL 32233
Re: Getting on the tree boards Feb 27th agenda.
Dear Don Ford,
We would like to request a meeting concerning the
mitigation of 4 - (2 inch) caliper Florida #1 live oak trees
in the public right of way or anywhere the tree
beautification committee would like.
Sincerely,
Sherry azo
(904) 246-6494
cc: Courtney Builders projects - 2047 - 2029 Seminole Rd
her
Rodney Courtney
Y OF ATLANTIC BEACH
TREUILE:d REMOVAL APPLICATION
All applications must be submitted with seven (7) copies and received by 5 PM on the Fri_day teil
(I U) dqys prior to the scheduled meeting in order to be placed on the agenda.
*INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES
WILL NOT BE PROCESSED.
-.J-AHt5�S D . \,,/k-rso,-J
APPLICANT NAME ADDRESS TELEPHONE
2. L-o-r i I (�L,,2 A oCe5-A-rJ 4:�La-o\/ -
ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE
3. REASON FOR PROPOSED TREE REMOVAL: tA�� J G(-,J6xL-0
4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? 0 YES 0 NO W NOT SURE
5. PROPERTY ZONING: t<RESIDENTIAL El COMMERCIAL
6. LIST TREES PROPOSED FOR REMOVAL:
SPECIES DIAMETER DIAMETER MITIGATION
INTERIOR EXTERIOR
Aw-A
OA-W--
(9Arv- S
Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine
diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is
determined by adding together the diameter of each trunk as measured immediately above the
forks.
See attached diagram for determination of interior and exterior zones.
7. SITE PLAN/TREE SURVEY indicating:
a) Location of topography features such as hills and low areas.
b) Existing and proposed structures.
C) Location of all trees with Diameter at Breast Height of six inches or more.
d) Tree species and sizes.
e) Trees to be removed should be clearly marked with an"X".
f) Trees to be preserved on-site for mitigation must be marked with brackets
g) Location, size and species of any proposed new replacement trees marked with a
circle "0".
h) Location of utilities and easements as applicable.
1) Location of trees to be preserved on-site with barricading noted.
8. ON-SITE REQUIREMENTS:
a) All trees identified for removal MUST be marked on-site by RIED flagging,
paint or tape.
b) All trees to be preserved on-site for mitigation MUST be marked with 13LUE
flagging, paint or tape.
c), The front property comers must be marked by stakes or paint indicating the Lot
9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES
WILL NOT BE PROCESSED.
I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11,
TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF
THE CODE OF ORDINANCES OF ATLANTIC BEACH.
C� '_j Z_ I b
A li 's Signature Date
'2-
OwneiVSignature Date
CITY USE ONLY:
Tree Conservation Board Chairperson Date
TREE PROTECTION
PROPERTY LINE
PRIVATE
PROTECTED
TREE 0 20.00'
——— ——————D 8 JHF�L OR MORE ————
7.50'
PRIVATE
PROTECTED
TREE
10
PRIVATE PROTECTED TREE I.to PROPERTY
I / LINE
10
0 1 D B H OF 20" OR MORE uj
M
PROPERTY _/
1 1
LL_ (D B H OF 10- OR MORE IN
LINE o I COMMERCIAL & INDUSTRIAL PRIVATE
ui > PROPERTY) PROTECTED
co X
0 TREE
om 1A 0,
PRIVATE PROTECTED TREE
D_8 H OF 6" OR MORE _T
o r PROPERTY 0020,10'
LINE PROPERTY LINE
SIDEWALK SIDEWALK
PUBLIC PROTECTED TREE
DBH OF6_ OR MORE
(PUBLIC STREET) (PUBLIC STREET)
A. PRIVATE PROTECTED TREE
1. ANY TREE WITH A D 8 H OF:
SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET
RIGHT-OF-WAY OR REAR PROPERTY LINE.
SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE
PROPERTY LINE AND
TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10- FOR COMMER-
CIAL & INDUSTRIAL PROPERTY)
2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, C�ARTMENT
OF AGRICULTURE.
B. PUBLIC PROTECTED TREE
SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WTHIN
CITY RIGHT-OF-WAY.
C. EXCEPTIONAL SPECIMEN TREE
ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN
TREE.
TREEPRO
WAT50N HOMF,� L3UIL-PF-P,,5, INC .
�25� 15AWMIL-L- LANF-, PCNI'r:- VE�PPA O-E�ACH, ft, -52082 90-4) 27��-E�82!5
51TE� FLAN PPOPU-��12 L3Y:
KATHL-E-:�N M055
M51t'2F-N,nAL t2F51CAN & PkAr—nN6 5r::FMCE�5
5�0-0' 56 - 11 ' 22" L
61
20 ' 5F-1T3ACr,
0 19 9
PORCH 10 ).( 10'' 0,4K< o
OAK X T
153 10'' CPAPF-
316
< PLAN 2141
F.F.E.
K5
7 11"
2 C)
PORCH 0
Z)o�
I i!5 5 YC A M 0 T-- 2?
0
21
12110E�1�;AR 1) 20' 5r--Tt3ACK
121 1 CE;12�
IE�ll PAM III
E2- 0.0
N6 - 010' ' W
E� " THICK
22 ' WIPF- CONC,
5F, MINOL-E� [31�ACH P,,OAt2
PROPERTY DESCRIPTION
Lot # Block # Urk IT
# RECEIVED,
Subdivision:
Street Name
DESCRIPTION OF- WORK
(ZA:PA'D
or Address: (If in a FLOOD HAZARD of At!an-Lir- Peacj�
nd Zoniv
Flood Zone: X area complete page 3) 1 3 1:.-A* Z�
Brief Description Aanj
ij&t oso ca
Class of Work: (New/
Remodel/Addition: "4
ZONING INFORMATION Type of Construction: OM1 'PAJAV,
Zoning Proposed,.--,
District: Use: ____7 Estimated Value $ 0i(e .Lko_Q)
Exceptions or Variances Materials:
Granted:
Solid or Filled
Ground: Roof: 5V114pur—
Method of Heating: j5,
OWNER INFORMATION
Property Owner: QAT%&l V)ping &N%Q941S. i&c. Phone:
Mailing Address IM 5zq, 6Aj'JHtLL_ L4WF_
N)�e_b zip: 5WT)L
CONTRACTOR INFORI-1ATION
Contractor: )A'Mrs-% \APn3b'4 I NJ$hrj%0*1 VoMr t)LALL)AAS Phone: Z7!1't'6b 7--:5
Mailing Address: S'Pk%jr4XLL1 LAOW—
VtwuyA briAc-ij, . r--L� zip: 32052.
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, REGULATIONSf 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 DATE 2-7 /0 2-
Contractor Signature DATE 7 LO Z_
SWORN TO AND SUBSCRIBED BEFORE ME BY —THIS DAY
OF Ee Lk-4 k v -a-9.9— .
NOTARY PUBLIC
DIANNE WILLIAMSON
Notary Public, State of Florida
My comm. exp. Mar. 30, 2004
Comm. No CC923744
"--We CITY OF
yq&4ft4.c ze"
�.4- -?3 9s;
Office Of Building Official
Date 3 -C) REQUEST FOR INSPECTIO V1 '2 9
Time
Received -------- Permit No, 4B
I'll A90ress;
Owner's
BUILDIN CONCRETE Contractor ality
Framing
RE?Roofing Footing 0 PWM IN
insulation Slab 0 Rough Wiring 0 Rou - MECHANICA
Lintel 0 Temp Pole 0 Top out 0 Air
Final L� Sewer 0 Heating 0
0 Fire Place
Mon. Tues. READY FOR INSPECTION Pre Fab
Wed,
inspection Made IL or Thurs. P
A.M.
,ector P
' Spec Jo
Certifica Of Occupancy
Date
CITY OF
PA off ice of Building Official
JUN 18 20 R UEST FOR INSPECTI
o" Permit
Date A.M.
Time P.M. jj�,
Receiv
_x Locality
i2V '
Job Address
Owner's Contractor
Nan. (CE—C—HANOCA—L�,
(��ELE��RIC�AL�
h
CONCRETE A,,C0n—d7&7--',';t—'
�BU I I N�,
L Footing Rough Wiring Heating
glnl� e 0 op U 0
U X—
,56 ing Temp Pol Fire Place
Re Roofing Slab [I Sewer
insulation Lintel Final Pre Fab
R INSPECTION
Wed. poll-)i Thurs Friday
Mon. A.M.
P.M.
Inspection Made Final Inspection 0
Inspector Certificate of occupancy
Date
CITY OF
4&4r14& 111344CA-'V&UA
office of Building official
REQUEST FOR INSPECTION
Date i3j -2-01 Permit No.
Time A.M.
Received I P.M.
kLocality
Job Address afe��� ID A
Owner's Contractor
Name PWMBING MECHANICAL
BUILDING CONCRETE ELECTRICAL
Framing 11 Footing 0 Rough Wiring Ej Rough Air Cond. &
D Temp Pole 0 Top Out [I Heating
Re Rooting D Slab 0 Sewer Ei Fire Place El
Insulation El Lintel D Final Pre Fab
READY FOR INSPECTION Thurs. Friday//*—
Mon. Tues. =Wed::� A.M.
P.M.
Inspection,Made Final inspection El
inspector Certificate of occupancy El
Date
BUILDING, PL4NNINGAND ZONING INSPECTIONDEPARTMENT
CITY OF A TL4NTIC BEA CH, FL ORJDA
CER TIFIC4 TE, OF OCCUPANCY
WORKSHEET
Date Requested:
Building Contractor:
Building Permit Number: -3 Y / 7
Addzess : 1
-Iec-=! DescriPtIon:
improvements to the above described property have teen comp'Leted
in accordance with the te-=,s of the pe=it and is cerzi-f-Jed to te
reA-dv for occupancy as
Lowest Floor Elevation:
reauired as built
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOKING MUST BE COMPLETE
BY
DEPARTMENT DATEz7ZIE0 DATE APPROVED
Fire
"
Public Works S-/o f
a n n-i n g
Building /0/7
10/03/2002 15:56 9047784366 PAGE 01/01
Y fir
MAp SHOWING BOUNDARY SURVE UP
LOT 11, BLOCK 4, AS SHOWN ON MAP OF
OCEAN GROVE, UNIT No. 1
AS RECORDED IN pLA-r gOOK 15, PAiSfS 82� OF THE CU;?RENT pUjXiC PECORDS OF- DUVAL CO., FLA.
CEj?rjpED 70. WATSON HOME BUILDERS, INC, / FIDELITY NATIONAL BANK
CL -ITLE INSURANCE COMPANY ALAN S. ALMAND, PA-
,,yMONW'vALTH LAND 1
SIFEET
R/W)
0
ca RECEIVED
OrT 3 2002
L 0 V2
FN A;I.P.
FN0.1/2* t48412'00"E
N. 1046 gig
05, c) 3
4,5'
0 55-3'
rn 0. 211, 90 c') rA
Z' 7- OR 70
0 co
0
c) Z
CO
DISK
N CCNC. BASE
4' 00 FENCE 0wo.OW OR FENCE POST
1045
Sly
0.5' WILY
.72, IE1111 01011 0
FNO 1�2"1,P,
No, 040
L 0
LE�C-WW
mAIL IN W PALIA LOCAYED IN F"'
of TH6 LOT,ELEVAIYON: (it.86)
ELEVAIIONS 5p"'THUS" (111.50)
AND AUER 10 N-a"' or 9"
r"DAnQN: 01-926-4: 04-27-02 (FIELD)
L07 & HMSE S/0 (00m); 01-926-3; 03-12-02 VIELO)
TKE: 01-926-2: mmm"ASV.WED
MAy 13E ADDITIORAL EASEUENTS AND/90 RL�,IRIICTOINS THAT Al?E hAEtNaTS N(Q9T
THERE PECORM or'.M's"'r Mz
M,�.n W THr PUBW - — ,!g
THks SAM*y -8 StIOWN
SPECIAL FLOOD HAZAKJ 'Cum DATE 4-17-89.
ON FLODD 11
!0O0*lD"FJtR"THE CITY Of A7LMT'C KACN� FL NC-
#-VEYORS OF FLORIDA, ft J07
ALL AMERICA osm's
SWMftW AWOW- r5l
S4�1) U.
TEC
THE AkO4 LgapS WERE
qffltpMioN A"D ORE TMI 7HERE AK e
ExCEPT AS SH !EHt HE
F m�ey lmE FLORw
f"o =It P.R.M. pu%014"'lmrfmma THE MIW"* Rs pu 10
COK m 'AND
MR PROF V�
Lp. 0 F 4 7?2p 00r2p7 Xg"166 1 GMI 7'-,6;F L STATUTES.
Ut mm POD P.C. I
CH PAX. SVWEY,NOT VAW UNLESS EMWSSED By SM 04FF
JM7
Lt k0w PA.C. PQ"Qf emala.*0 cupvc 2847
WLS PALO"ReSTRwick jwfs L tKwqmm. At.
AVIUAL Led Kcflo WNW=
PLA umom
"0" 01 L." EAMUtWr HAW SME
rof�x F6 Q4 FRIEG
cm!
mde 01 IRMPSEPON
108 of WEP DATE SLOWEYOR AND
lop or lmw ORDER NO.
_�70,51 DR. By, jwc ME
10/03/2082 10:46 9047784366 PAGE 02/02
MAP SHOWING BOUNDARY SURVEY OF
LOT 11, BLOCK 4, AS SHOWN ON MAP OF
OCEAN GROVE, UNIT No. I
AS RECORDED IN PLA7' BOOK 15. pAGES 82. Or THE CURRENT PU&IC RECORDS OF DUvAL COUNTr, FLA.
CCR7'lf'IED TO. CHERYL B. -9AUCHER & TIMOTHY D. DAuCHER / MrLrry NArIONAL SANx
COAMONWEA4 TH LAND TITL f- INSURANCE COUPANY ALAN 8, AL UAND, PA
SHELL STREET
(40' R118)
P,"F,C
FIVFD
-4 nr.T 3 2002
L 0
Do 00'(p) fN3 1/2-I.p,
0 CAP
FND 1�2 t484-j2'WE
1,.. 048
4.5- 0.5, Q
i CE 2 1 all
Sp 0
rn 0,6'
Ac PAD 2 STORY
C,
FRAME
z RESIDENCE
0 jj657
ED
EN"y z
bL 10
Qmvd5w
3'
rmo NAP DISK
No. 3857
D FENCE IN CONC, BASE
4 HJOM4N INK loo.ow rNo 112"'.p. FOR ENCE POS7
S84012� Nix 1048(W)
0.5. y
FND W :.p. BASE) �L
N. 048 (SE 14G 11 FENCE ON LINE 0
L 0 _4
FINAL: 01-926-5t 8-29-02 (FIELD)
FOUNOKFION: 01-T26-4: 04-27-02 (FIELD)
LOT & HOUSE S/O (0000): 01-926-3; 0-12-02 (FIELD)
TREE: 01-D25-2;
THEK M0kY BE ADOFtN)hAL EASEMENTS AND/OR RESTRICUONS THAT ARE HM SHOWN BEAR14GS ASSUMED
ON THIS SURVEY THAI LAY BE FOUND IN THE PUBLIC PCOORDS OF 7tgS OUM47Y. L*"RCPOuND ENCPCocmmENTS NOT LOCATED
THE LOT SHOWN HEREON IS IN IK SPECIAL FLOOD HAZARD ZONE -X-(L*GSWAXD) AS SHOWN
ON FLOOD INSURANCE RATE MAP DOOID FOR THE CITY OF ATLANTIC BEACH. FLORIDA, F.I.P.M. MAP DATE A-17-89,
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
IAW S~yMS W" M7WMr pAwWAy, SWE j - .44�_ SOMJLE, FLOR04 32216 - SjX1279-oaw - LCr)wsE0 MISWESS hic. 3057
LIPE KmE mT$ : 4
FPO FOILOV XCLPT AS SHOWN AND INAT 1K,StJPVF-Y SHOVM HEREON mEETS
THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
S RMiON AND DWECTOK THAI THERE ARE NO ENCRW
CONC COWME E
PAX- Mm"147 REFEREWCE 'THE MIN"M TECHNCAL STAkDAXDlA-zSIET FORTH BY THE FLORIDA
IMAL MONUW-M MER"EMI PUR5UANT 7
I.P. om PIPE pl. - PON,iY 7mGENCY BOARD or PRorESSKINAL SkAVEYMS 0 ALL
L
Lp. IRON Rm Pr- or CURVE CHAPTER 472,027.;' CkAMtt-ow'l iT STATUTES� AUERICAN
I
Vr Rl
cm chm PA-C: PMO OF REXRSE CURVE '.- III
IJR S
S VEYOR
A ARC LINMH P-CC POW OF CaLWOmb MOVE SLW4EY NOT VALID LINLIMIS ft"SSEO BY SEAL OF"Fi ORIDIA
* &-saps psi, ppiwou myw" IPIC
ACIJ AClkft AMES 0. HARRISON;LOZ-An. 2647
UNK INC.
VIONVIR)CIED
CEWR LINE Lif LAND StFV"KAMP SCALE '""20'
jt/w 11104-or-WAY pi, Cnom 91
ow of WE
COW fDGC or VA7
wntit% im 7or Ior Rww DATE DA REQST LpED=ry7Q)F—AN-V&6WER
&*PER NO.
.a 970:51 Op. Sy IIAF DJA FILE 04-925
FLOODPLAIN DEVELOPMENT INFORMATION
Location::. -r I Zf oe*x� �-izo-,V
Type of Development: L__4
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 propos lopment.
Date Z/Vt�01-- _Applicant's Signature
Department Use:
Required Lowest Floor Elevation—
As Built Lowest Floor Elevation
Survey Filed with Building Department
(� ---- ( q"\,
A
Building Dep&tment Representative
i4k'"aren 5&a4& eom0aw*,lova,
6858 Phillips Parkway Dr. S.
Jacksonville, Florida 32256
(904) 268-4203
ER-7498
City of Atlantic Beach
Department of Building
800 Seminole Road
Atlantic Beach,FL 32233
Attn: Don Ford
September 6,2002
Mr.Ford,
This letter is to request temporary power for the house located at 1657 Seminole Road,being built by
Watson Home Builders. We will assume all responsibility for the electrical in this house and hold the City
of Atlantic Beach harmless in any way regarding the electric. They need temporary power as soon as
possible and are trying to have an open house this weekend. if you have any questions,please call me at
(904)268-4203. Tbank you.
RespeqfUlly,
4–'tg'V1 N—t-'t�
Robert D.Hunter
President
APPROVED
(;ffY. OF ATLANTIC BEACH
BUILDING OFFICE
SEP 10 200
n ?999
City ot Atlantic Beach
Building and Zoning
/ e
di
06
Ann 0611,
Ne
At
C C"
ID!f
800 SEMINOLE Ro,,,D
-ANTIC BEACH, FLORIDA 32233
'�o x1p TELEPHONE(904)247-5800 -5445
0 FAX(904) 247-5805
00 SUNCONI 852-5800
JEA Construction & M,
2325 Emerson Street
Jacksonville, FL 32207
Attention:
Dear Connie.- Re: Final Electrical inspections
Final Inspections on the following locations have been completed and approved:
PERMIT No.
ADDRESS
4/0
�93
Please call me at 904-247-5826 if YOU have any questions.
Sincerely,
10/03/2002 10:46 90477843&6 PAGE 01/02
Q wq
Date 1013/02
Number of pages including cover sheet 2
To: From:
Pat Dale Waldron
City of Atlantic Beach Operations Manager
Building Dopt,
MP-838.4615
Phone Phone 904.573.1687
Fax Phone 904-247-5845 Fax Phone 904.778-4366
CC:
7El urgent For your review Reply ASAP Please comment
Finalsurveyy for BP# 23817-1657 Seminole Road
Please call it any questions.
THANKS!
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in
compliance with the various ordinances of the City regulating building construction or use- For the following:
Address: 1657SEMINOLE ROAD Owner: WATSON, JAMES
ATLANTIC BEACH, FL 32233 325 SAWMILL LANE
PONTE VEDRA BEACH, FL 32082
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 23817
Date: 9/06/2002
DON C. FO D, C.
Post in a conspicuous space
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in
compliance with the various ordinances of the City regulating building construction or use. For the following:
Address: 1657 SEMINOLE ROAD Owner: WATSON, JAMES
ATLANTIC BEACH, FL 32233 325 SAWMILL LANE
PONTE VEDRA BEACH, FL 32082
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 23817
Date: 9/06/2002
C
DON C. FO D, C.13-0.
Post in a conspicuc)us space
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
compliance with the various ordinances of the City regulating buildi tifying that at the time of issuance this structure was in
This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code cen
ng construction or use- For the following:
Address: 1657 SEMINOLE ROAD Owner: WATSON, JAMES
ATLANTIC BEACH, FL 32233 325 SAWMILL LANE
PONTE VEDRA BEACH, FL 32082
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 23817
Date: 9/06/2002
DON C. FOID, C.
Post in a conspicuous space C.
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in
compliance with the various ordinances of the City regulating building construction or use- For the following:
Address: 1657 SEMINOLE ROAD Owner: WATSON, JAMES
ATLANTIC BEACH, FL 32233 325 SAWMILL LANE
PONTE VEDRA BEACH, FL 32082
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 23817
Date: 9/06/2002
Post in a conspicuous space DON C. FO D, C.e.0.
13
CITY OF
13-,cA- 9&u*da
office of Building Official
REQUEST FOR INSPECTION
Date Permit 0
A.M.
Time P.M.
Received -------------—
nOU,
KV Locality
Job Address
Owner's octs M-)I rontractor
Name MECHANICAL
BUILDING CONCRETE ELECTRICAL pLUMBING Air Cond. &
EI Rough Wiring Li Rough Heating
Framing 11 Footing El TOP Out
Re Rooting El Slab 0 Temp Pole Sewer Fire Place
Final Pre Fab
Insulation Lintel
READY FOR INSPECTION �M
Mon. Tues. Wed. �Drs Friday
4- A.M.
Inspection Made RM.Final Inspection F-
Inspector Certificate of Occupancy
I
'Dr,V,--e WA ij Date
CITY OF Lj
e.,CA-
Office of Building official
REOUEST FOR INSPECTIO
Date 2- 0 — Permit No.
A.M.
Time P.M.,
Received -�015q Locality
Job Address
Owner' Contractor
Name PLUMBING MECHANICAL
BUILDING CONCRETE ELECTRICAL 0 Air Cond. &
o Footing 11 Rough Wiring 0 Rough El Heating
Framing Slab 11 Temp Pole El TOP Out [I Fire Place
Re Rooting E] Sewer
Insulation Lintel D Final Pre Fab
READY FOR INSPECTION /--rl-
F"13 r.M.
a
Mon. Tues. Wed. Thurs. lay
A.M.
P.M.
Inspection Made Final Inspection D
Inspector Certificate of occupancy El
Date
NOTICE
TO: Water Department
FROM: Building Department
DATE: &ii- &-" --0---2-
Please be advised that the final building inspection has been completed on
each of the following addresses and construction water is no longer needed; Also
included below is the ERU number for each location:
Permit Number Property Address
ERU Number
------------- �;-12 2- - --------------------
--------------------
------------ ------------------- --------------------
--------------------------- -------------------
-- --------------------------- --------------------
Sincerely,
Pat Harris
Building Department
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
//84'scinole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: :2-3-888 Address: 1657 SEMINOLE ROAD
Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision:
Est. Value: Parcel Number:
Improv. Cost: — OWNER INFORMATION
Date Issued: 4/17/2002 Name: WATSON, JAMES
Total Fees: 50.00 Address: 325 SAWMILL LANE
Amount Paid: 50.00 PONTE VEDRA BEACH, FL 32082
Date Paid: 4/17/2002 Phone: (904)545-8805
—Work Desc: NEW 200AMPS 1 PH 3W 240V RESIDENTIAL SERVICE
CONTRACTORAS)-- APPLICATION FEES
HUNTER ELECTRIC PERMIT 50.00
Inspe0ions, Required
ROUGH ELECTRIC——
NOTICE - INSPECTIONS-MUST-BEREQUESTED 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 O-R--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.
ATLANTIC BEACH BUILDING DEPT.
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
SEWHOLE ROAD-ATLANDC BEACH,FL 32233-TEL: 247-IZ26-FAX: 247-5877
LOCATION INFORMA N
PERMIT INFORMATION ------ ------
j Address.
2, 5 C-4 657 SEE-IM-NOLE'ROAD
Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233
Township: Range: Book:
Class of Work: NEW
P.-L-posed- Use: SINGLE FAMILY Block. Section-
S ion:
quarefeet:
Est. Value: mber.
-;WNER INFORMATION
Improv.
7/31/2002 VATSON, JAMES
Date-Issued;
Total Fees: 25-r"' 0 15 SAWMILL LANE
INTE VEDRA BEACH, FL 32082
Amoun,t Pmd:
Z �)545,-.8805
Date Paid:
Work Desc-
'PLICATION FEES
.25
7�
01
-0 A 74.
0
110
o'
-a
;�Vj 0
0
C— 0 rip
Np-
s.......... 0,
0
1-0 % )N.
NOTIQ .1
0
'�o ACE, ANDI .
BUILDING MATERIA.
MUST BE GUEA RED Wk,LA- �0'
'PAILURE iro coM,
PROPERTY OWNER--
ISSUED ACCORDING TO APPR UBJECT TO RC-'VOC-ATION
FOIR VIULATION OF APPLIQABLE P'i
T OC kuw' I
-WIN
if
ATLANTIC BEACH UILDING DE
�A-
3
1W
C1 is$ 02L*
TM 4111101 VVIIN Tin: 13:21.-22
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOBLOCATION: 1�os-1
OWNER OF PROPERTY-bn;�A,'_-bf', �\5tAq' TEL.
PLUMBING CONTRACTOR:
CONTRACTOR'S ADDRESS:
STATE LICENSE NUMBER:
HOW MANY OF THE FOLLOWING FIXTURES
RE-PIPED OR NEW
SINKS SHOWERS
LAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS —WASHING MACHINE
FLOOR DRAINS SHOWERPANS
SEWER WATER
RE-PIPE(LIST FIXTURES BEING REPIPED)
OTHER qNSV\��
TOTAL FIXTURES: X $3.50+$15.00=
MINIMUM PERMIT FEE: $25.00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR:
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904) 247-5826.
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
F
PERMIT INFORMATION LOCATION INFORMATION
-0-erff fit-Number. 24232 Address: 1657 SEMINOLE ROAD
Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): . . Block: Section:
Square Feet: Subdivision:
Est. Value: Parcel Number:
Improv. Cost: OWNER INFORMATION
Date Issued: 6/10/2002 Name: WATSON, JAMES
Totalfees: 25.00 Address: 325 SAWMILL LANE
Amount Paid: 25.00 PONTE VEDRA BEACH, FL 32082
Date Paid: 6/10/2002 (904)545-8805
Work Desc: LP6-CONTAN 2,50 GAL PR1`11,i,
CATION FEES
CONTRACTOR(S
25.00
-8-A--WYER GAS COMPANY
J
0
4411
;Mcl-gired
0
CTI INSPE515TION
NOTICE�� iNSPE TI ST BE REQUESTED AT LEAST 24 HOURS PR10,A
qD
BUILDING MATERIAL,,RUBBISH A DEBR,tS FRQM.THtS:,WORK MUST F XCED IN P LIC SPACE, Al
Weft' ww' 'K
MUST BE CLEARED 6�AND HAULEQ AWAOh" ----------
'"FAILURE TO COMPLIWITH T SL IN THE
PROPERTY OWNER P E FOR
ISSUED ACCORDING TO APPR V HICH AREoPAJ'T T�$WPE AND SUBJECT To REVOCATION
FOR VIOLATION OF APPLICAB E PROV S dr-t!!KW,'
Oper: DMITH Type: OC Drawer: I
Date: 6119102 01 Receipt no: 63701
14 PSKIrrIVILDING 1 Q5.00
AT IC BEA H UILDI PT.
1657 SUINIZE RD
CA C" V5.90
TfIN dote: 6/16/12 Tise: 16:14:42
6
BUILDING AND ZONING INSPECTION DIYISION
CITY OF ATLANTIC BEACH
ATLANTIC RVACtI. ILoniDA 32233
CALL-IN NUMBEF1
APPLICATION FOR MECHANICAL PERMIT
IMPORTANT -- Applicant k) complete all items in sections 1, 11. 111, and IV.
Add,@ii- 163`7 JbV- 1,A-)-64-&7 eA.4
LOCATION
OF lnl@rtocl;ng Sl,eols: 8@1�orn_ A97UAArZe— 414 a40f And
BUILDING 0119N�714- k4c&
11. IDENTIFICATION — To be complefed by all applicank
In coms;doral;om of porm;l q;ven lor e4n;nq Ibm —0,1 fit CIPICr4'ed ;M Ilip mbo�e 11100-0-1 -0 hereby Al,ee to perform SA;d -0A ;. acrordanco
-;Ih the allactLed plans and jpec;f;caI;onj �hich are h part hereof and in accotdancr w;lh the C;Iy of Jacksonv;lle ord;nances and standards
of good p,mcl;co 1,*Oed
Nome of Mothomical Contractor$
Comh4elor JPrinI) Mallet
Name of
Preprorly O-nor
SlImsfure of 0�nqr s;9nolure of
or Aulllio?lved Agent Architect or Fmq;,*@r
Ill. GENERAL INFORMATION
A, Type of healing fuel: 13, 19 OT14ER CONSTRUCTION BEING DOMF ON
(I B"fric THIS BUILDING OR SITF?
C1 Goo—0 LF Natural Control Ufllify
IF YES, GIVE NUMBER OF CONSTRUCTION
PERMIT 2.1 AJ I
C] OfNer — Specify
IV. MVICHANICAL FQUIPMf#4T TO It INSTALLED HATUTIF OFwonK
jPrev;dq complete lift of compomomh on bect of this form) flegIder-Illal or [I Commercial
U "gal [I Space El Ito-col"41 11 Control tj Ftoof New Building
[I AJr Conditioning! [I It oe m 0 Control IJ Existing Building
Duct System: MotorW T'hiclInt,ts, H neplscemenl of existing system
MINIMUM copecify Iq New Installation(No system previously Installed)
0 UJ Extension or add on to existing system
coolimg fewer: cope6l'y 9-P.M. U Other — Specify
0 Fire tpr;m1lori: Number of hoodt
C1 Elevator C1 Memliff 11 FicAlefe Inumborl THIS 5?ACF 0011t OFFICE US# ONLY
Gasoline pumpt —Inumborl
likernsrit
XLPG eantalme -Inumbetj
C] Umfirod pretiure votool
C] sellorl Fermi) Approyod by Date—
Cl Other — sp-ify Permit Fee
LIRT ALL FQUIPMENT
AIR COKDI]1ONIiqG AND REIF-RIGERA-fllorsi r.QuirmENr
C"Taelty A reTtng
Nurnlimir UnIts Dfterlptlon Model Number Manufactu"r (TIOW =ey
CITY OF 5395
li��, 4&4a& BwcA-4&u-k
<51 office of Building Official
REOUEST FOR INSPECTION
--) 2 43
Date Permit No.
Time A.M.
Received PM.
ize�15 )1 0
Locality
Owner's Job Address is Id r-7- -S
Name t4�Contractor -
ELECTRICAL PWMBING MECHANICAL
�BUILDING CONCRETE D Rough 0 Air Cond.& L3
0 Footing 0 Rough Wiring [] Top Out 0 Heating
Re Rooting El Slab 0 Temp Pole El Sewer El Fire Place
Insulation 0 Lintel El Final Pre Fab
READY FOR INSPECTION
Tues. Wed. Thurs. Friday-P M
0 A.M.
Inspection Made P.M.Final inspection El
Inspector Certificate of occupancy F-1
Date
-— —-------------------
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION I FORMATION
1 Permit Number: 24179 Address: 1651 SEMINOLE ROAD
Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Lot(s): Block: Section:
Proposed Use: SINGLE FAMILY
Subdivision:
Square Feet:
Est. Value: Parcel Number:
Improv. Cost: OWNER INFORMATION
Date Issued: 5/31/2002 Name: WATSON, JAMES
Total Fees: 51.00 Address: 325 SAWMILL LANE
Amount Paid: 51.00 PONTE VEDRA BEACH, FL 32082
04)545-8805
Date Paid: 5/31/2002
Work Desc: INSTALL HVAC
�. l C A�
CATION FEES
51.UU
T f
AIR SYSTEMS
CONTRAC kL
XF
X
t�7
AM
om�
—AF
ared
A 4W vp
7
,mrz
NOTICIN"', INSPE-CT-1, i I ST BE,REQUESTED AT LEAST 24 HOURS-,PR!RR 10 INS' CTION
IN POBLIC SPACE, AND
CEDI
BUILDING MATERI
MUST BE CLEARED
J1-
"FAILURE TO CO 4�ANI RES14T IN THE
PROPERTY OWNER PA 5 . -Sit,
ISSUED ACCORDING TO APPROVE t IT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVI
.0per: DMITH Type: OC Drawer: I
Me: 5/31/92 Od Receipt no: 62008
14 P91111IMMILDING 1 $51.90
AT IC BEACH BUI. DIN DEPT. 46101111118=40 i
lis -
CK CIM 13449 $51.00
Tratis datv: 5/31/02 Time: 16:21:46
jai__
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items in sections 1, and IV.
Street Addrsss: 14650.7 I'Kv le - R&4-S
LOCATION
lk4 - —And
OF InI@rjqcjlnq Sirgsfs: Between_ As..+;
BUILDING SuIP-divislon od ecA k 600ve
1111. IDENTIFICATION — To be completed by all applicants , rk in accordance
In consideration of permit given for 'doing the work as described in the above statement we hereby agree to perform said wo
;Ih the offactIjid plant and specifications which are a part hereof and in accordance with the C;fy of JackionvRie ordinances and standards
practice listed therein.
of good
Contractors
Home of Mechanical Mailer
Contractor (Pinq +EP P45 The R44
Name of
Property Owner Aofwa�64;tlheo Signature of
Signature of Owner Architect or Enginaer
or Authorized Agent I
lit. GENERAL INFORMATION
E3.
A. Type of hosting I'velt IS OTHER CONSTRUCTION BEING DONE ON
THIS BUILDING OR SITE?_y95
0 Gas—13 LP 0 Natural 0 Control Utility IF YES,
PERMIT
E3 03
13 Other — Specify
IV. MliM"ICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
1K Residential or El Commercial
Provide complete lost of components an 64clk of this form)
:d':N.11 X Central 0 Floor New 13,11,11rig
tjogt [3 Space 0 Rocessid Existing Building
A;r CondiConing, E3 ROOM )9. Contra' Repiricemont of I existing syq1tem
Duct System: Moleful �r� & o system previous
Miisimum capacity 6 Now Installatio th, ly Installed)
C1 Extension or add-on to existing system
0 Refrigeration 0 Other — Speclly
13 Cooling tower: Capacity 9-P.M.
[3 Fire spr;nklors: Number Of
E3 Elevator 13 M$Aliff 0 Escalator_ -Inumbild THIS 51-ACE �`Olt OFFICE USE ONLY
E3 -Gosolino Purn— -(Runtwe)
Tank- (number) Remarks
E3 LPG conlslnort�(numl:ior)
E3 Unfiod Ist"ur'""s' Pormil Approyed b Dot-
13
Permit
E3
LIST ALL EQUIPMENT
AIR CONDITION61G AND PLEFRIGERATION EQUIP�IENT Ca arAty
NumbisrIVnIts E"cription Model NUTWf1'!r Manufacturer (Was) Anpreving
'L?
CITY OF
BearA-
office of Building 0 ic' I
REQUEST FOR INSPECTION
Date A.M. Permit No.
Time P.M.
Received Locality
42 IAA I
Job Address
owner's Contractor
Name ELECTRICAL ING MECHANICAL
CONCRETE Air Cond.& 0
BUILDING Rough Wiring El ou o Heating
0 Footing Temp Pole 0 Top er ut o Fire Place El
Framing Slab Final Se Pre Fab
Re Rooting 0
0 Lintel
�-U
0.MBING
9
insulation READY FOR INSPECTION A.M.
�,j�gll oue.. Wed. Thurs. Friday--P.M.
Mon. A.M.
P.M.
ln��Ctln M e Final Inspection 0
Certificate of occupancy
inspector ate -------
-7:2—P-1 -T 0�
CITY OF
low P JAL a,=4
office cif Building official
RE UEST FOR INSPECTION
RIF Permit No.
6�-
Date A.
Time P.
Receive ality
owner Is Job Address Contractor PLUMBING CHAMCAL
Name CONCRETE ELECTRICAL Rough Air Cond &
BUILDING Rough Wiring Heating El
0 Footing Temp Pole Fire place
Framing Sewer Pre Fab
Re Rooting El Slab L Final
insulation Lintel READY FOR INSPECTION A.V
Thurs.
Mon. Tues. A.M.
P.M.
Inspection Made -------- Final inspection
Certiticate of occupancy 0
Inspector Date
31
CITY OF
BearA
Office of Building Official
ISPECTION
00i REQUEST FOR IV
61 Per t No.
Date A.
P.M.
Time
Received YUJ Locality
Jo Ad ss
owner's r PLUMBING MECHANICAL 0
Name LECT Air Cond. &
ONCRE Rough Wiring ,,,Rough Heating 11
BUILDING V, -Temp Pole Top Out 0 Fire Place
0 Foo ing 0 Sewer Pre Fab
Framing 0 Slab 0 Final
Re Rooting Lintel A-M
insulation 0 READY FOR INSPEMON Thurs. Friday
Tues. A.M.
Mon. P.M.
Final Inspection 13
inspection,Made Certificate of occupancy
inspector Date
U - )
CITY OF 'Ja
official
Office of Building
REQUEST FOR INSPECTION
Permit No.
Date—1 -M-
Time P.M.
Received my
5. ...... 6yy,\k5
owner's Job Address Contractor UMBIN ECHANICAL
Name ELECTRICAL /Air Cond. & El
C CR
BUILDING Rough Wiring TOP Out Heating
0 0 —4 Temp Pole Sewer Fire Place
Framing SI Final Pre Fab
Re Rooting Lin el A.
insulation READY FOR INSPEMON Friday------
/Thurs.
Thu'
Wed.
Tues. \
A
Mon. P.M.Final inspection
Inspection Made Certiticate of Occupancy
inspector Date
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road - Atlantic Beach, FL 32233 - Tel-. 247-5826 - Fax-. 247-5877
PLUMBING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Address: . 1657 S I LE ROAD
_Pe__ffnjt Number 23956 ATLANTIC BEACH, FL 32233
Permit Type: PLUMBING Township: Range: Book:
Class of Work: NEW ck: Section:
Proposed.Use: SINGLE FAMILY Lot(s): B10
Subdivision:
Square Feet:
Est. Value: Parcell Number:
Improv. Cost: I OWNER INFORMATION
Date Issued: 4125/2002 Name: WATSON, JAMES
Total Fees: 78.bo Address: 325 SAWMILL LANE
PONTE VEDRA BEACH, FL 320182
Amount Paid: 78.00
Date Paid: , 4/25/2002 , Phone: (904)545-8805
Work Desc: I STALL PLUMBING IN N HOME
APPLICATION FEES.-,
CONTRACT
DARLIEE YSPL�UMBING INC 78.00
----- ..........
�_9
wl
�r7 wt
51.1
P A
Ein
F
Z
R
-M
Oil
G S
E-v
A�_
........................... .........
........................
'tt;-f.- mi
ERME g
A�
X,
QX
ON
NOR,
_T_ MIM,
Z7.
C
NOTICE- I E TION
"w
IN-PUBLIC
BUILDING MATE
R OWNER
SPACE, AND MU
"FAILURE TO COMPL IN THE
PROPERTY.OWNER PA
ISSUED ACCORDING TO APPROV AND SUBJECT TO .REVOCATION
FOR VIOLATION OF APPLICABLE PRO
ope" CHERYLE Type: OC DTaver:
Date: 4/25/o2 @I Receipt no: 53144
14 PERNITS-BUILDING 1 $78.N.
1657 SEN RD
AT C BUILDI , DEPT. CK CHECKS 9815
TTans date: 4/25/92 Time: 16:01:22
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION:
TELEPHONE NO.
OWNER OF PROPERTY: \A/�f
PLUMBING CONTRACTOR
CONTRACTOR' S ADDRESS : jg"h -
'r'_ 6vay
STATE LICENSE NUMBER: CEc_ C256702 TELEPHONE: lJ;7-1JWY__
HOW MANY OF THE FOLLOWING FIXTURES
RE-PIPED OR NEW
SINKS SHOWERS
LAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS WASHING MACHINE
FLOOR DRAINS SHOWER PANS
SEWER - WATER,
RE-PIP E (LIST FIXTURES BEING REPI PED)
OTHER
TOTAL FIXTURES : x $3 . 50 + $15 - 00 uo
MINIMUM PERMIT FEE - $25 . 00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR:-
-----------------------------------------------------------------
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
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number 23888 Address: 1657 SEMINOLE RO)k_D_____
i
C Cf Pe 7it I
f V
PermJtType: ELECTRICAL ATLANTIC BEACH, FL 32233
fass of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision:
Est. Value: Parcel Number:
Improv. Cost: ER INFORMATION
1 Date Issued: 4/17/2002- Name: WATSON, JAMES
Total Fees: 5&00 Address: 325 SAWMILL LANE
Amount Paid: 50.00 PONTE VEDRA BEACH, FL 32082
Date Paid: 4/17/2002 Phone: (904)545-8805
Work Desc�: NEW 200AMPS 1 PH_ V-240VRESIDENTIAL SERVICE
TPARS
CONTRAC
APPLICAT16N 1:---
HUNTER ELECTRIC
50.00
..........
U.
;5-___
EC
s4. PECTION
NO I IL;L IN Z
�AS
X
BUILDIN
G IVIA i f_-K[A IC SPACE, AND
MUST BE CLEARED
---------------------------------
MPI
IN THE
PROPERTY OWNER
IL
"FAILURE TO CO
df
ISSUED ACCORDING TO APPRID,
JD SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PIR
NX
Oper: CHERYLE Type: OC Drawer: I
Date: 4/18/02 W Receipt no: 51399
AT 14 PERMITS-BUILDING 1 $50.08
1657 SEN. RD
CK CHECKS 2848 $58.08
Trans date: 4/18/62 Tiar. 16:32:11
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
247 - Fax. 247-5877
800 Seminole Road-Atlantic Beach, FL 32233-Tel. -5826
"00 '
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
PFRUI
SEMINOLE ROAD
Address: 1657
Permit Nu riber. 23887
ATLANTIC BEACH, FL 32233
PermitType: ELECTRICAL Township: Range: Book:
Class of Work: TEMPORARY POLE
Lot(s): Block: Section:
Proposed Use: SINGLE FAMILY
Square Feet: Subdivision:
Est. Value: Parcel Number: ---
OWNER INFORMATION
Improv. Cost:
Date Issued: 4/17/2002- Name: WATSON, JAMES
Total Fees: 25.00 Address: 325 SAWMILL LANE
Amount Paid: 25.00 PONTE VEDRA BEACH, FL 32082
Date Paid: 4/17/2002 Phone: (904)545-8805
Work Desc- 1,6 j , i,,
� �� i � 111;� 'I;7fPH 3W 240V TEMPORARY PULE
.ji A 1 101— - -_1.-_.__ APPLICATION F 'S
CONTRACTOR(S
HUNTER—ELECTRIC
Va,
NOTICE - IN PECTION
IC SPACE, AND
BUILDING MATERIAL--
MUST BE CLEARED L)
"FAILURE TO C L THE
PA
PROPERTY OW1
ND SUBJECT TO REVOCATION
RO\o
ISSUED ACCORDING TO APP
E R
FOR VIOLATION OF APPLICABL P
OpeT: CHERYLE Type: OC Drawer: I
Date: 4/18/02 @1 Receipt no- 51398
14 PERMITS-BUILDING 1 $25.80
1657 SEN. RD
ATLA TIC EACH'BUILDING-DEPT. CK CHECKS 2848
Trans date: 4118/62 T ise: 16:31:29
04/18/2002 01:34 FAX 9048860073 HUNTER ELECTRIC 1001
p
CITY OF ATLANTIC BEACH, FLORIDA
APPLICATION FOR ELIC'TRICAL PERMIT
,41171.p-
TO T'"g CH14F EL-ECTRICAL IkWWTOft: 0 AWL
04PORTAfirr NOTICE.
IN Cal4sluERA-noN Or PtSMIT t&IVZN FQ)t 001146 THE WORK AS OPESCRI,010 l?f THC FQ41.9m?iC- WE
HF-RESY AGREE TO PERFORM S4110 WORK 114 AC=RQA,4C;C WrM THE AVAC-64CO PLMS AND SPl;CJlrlr-A'n`OHS.
WHICK ARE A PART HEREOF. AND IM'ACCOROAN W H rHE F-LI!CTRICAL RECULATIONY5. CCIM�j AND CM OF
ATLAtiTir.i3CACH OR0tNAmC!!S.
W&STFA Et tC lClAr4 ltl;'.W TURF
N AM 1. ld4- V*m'� mpo Box_
-7-
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RM AF r.( I comm.( I Pusuct --p/ O'.Q t T4.f
A001TION I TRAH�A" r Tw4p't 6fe afroo4z I FF.
SEFIVICE� New I ImmxAme( I REPAIR
ca"ft'leyook ssze 610 lws rco-"LGA r kQv—M I
I _%I XqD
WATCH Oft SAOLAX904 AfArS PH VOLT RAC AY
V4( RACZWPy
VEEMIERS ma. 31ZV INC. SIZE kc. SIZE
LICHTINQ QUYLEIM CMftr-FALEn Opm^
ICOMCLALZO TOTAL
PLUORENCEAT&
"LL TRAP43F.
AIR ".p.AATI M.P.RATI"C
2;�yornomitwc; CONW.AMC OT14EFI MOTORS &mp,4 JCFIL HEAT: rdV-HEAT
W.P. VOLTAGE
VOLTAGE pl*�
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TTIA"rommepLs. uy#nE^ow 0%4ww smv.
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SIGN
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p. 2
CITY OF ATLANTIC BEACH, FLORIDA
APPUCATION FOR ELECTRICAL PERM17
I 4�b_S
TO T'Pir:;M-ilF-F EIECTRICAL IN-SPECTOR: DATE:
IMPO13TANT NOTICIL
IN CiONSMERATtON OF P�RIVIIT CIVEN FOR DOING THE: WORK AS-o8SC.JJSED )h THE: FOLLOWINC. Wt
HERESY AGREE TO PERFORM SAID WORK 114 ACCORDANCZ lNt7H T'HE Al rACHEO PLANS AND SPFCIFICATIC14s,
WHIC4 ARE A PART HEREOF. ANO IN'ACCOROAN WITH rHF, ELECTRICAL RECULATIONS, CODES AND CM OF
ATLAj,47iC BEACH ORDINANCES.
MA.TrES F.LECTA�CIAN S-IG'.YaTURF, QRNErAAN
N AM t
BLOG.51
R C-�f A.F7. COMM.I PUBLIC I INDUS. NEW OL.0 REW.
A100ITION TRAII�E-K t TEMP. smius SC, FT.
FEE
SERVICE- N EW REPAIR [
C:omc�uclrok sIZE AJ&PS CC#9-1!A
SeATCH OR mAEAKFEA 00 AIPS PH V<)LT RACEWAY
EMST.SERV.SJZE AMPS fl"
FEEDERS No. slzl� N C. SIZE NO-, SIZI!
UGmTiN(Z ouTLzTn CONC-F-ALED TOTAL
RECEPrrAoCLES CONCF-AL401 -'Fra 11 TOTAL
INCA'NOIESCENT
FLUOR ESCENT nm-V.
#-IXE .. ..... L&ELL rRAIN45fF.
AIR K.P. RATIP4C K.P.RA71 IIG
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[NO, I K%/A I�HIN(3. -- —7XVA
NO.NtQN TRANSF. No. VA. MA. MCTGFI SIZE SIOP17CH FL.A4mle
EAC-4 SIGN I- I ��:17
FORYYAACED
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 2T817 Address: 1657 SEMINOLE ROAD
P mit Typ IL[
ermit Type: BUILDING ATLANTIC BEACH, FL 32233
C lass f�V� V
lass of Work: NEW Township: Range: Book:
Proposed
Use: SINGLE FAMILY Lot(s)- 11 Block. 4 Section:
Square Feet: Subdivision:OCEAN GROVE UNIT I
Est. Value: Parcel Number: PB 15, Page 82
Improv. Cost: 175,044.00 OWNER INFORMATION
Date Issued: 4109/2002- Name: WATSON, JAMES
Total Fees: 5,209.99 Address: 325 SAWMILL LANE
Amount Paid: 5,209-99 PONTE VEDRA BEACH, FL 32082
Date Paid: 4/11/2002 Phone: (904)545-8805
Work Desc: BULD-NEW SINGLE FAMILY HOME Rad on-1009 schg 2587
CON TRACTOR(S) APPLICATION FEES
WATSON HOME BUILDERS, 11� E 510.00
1,250.0.0
525.00
4.80
.0.25
325.00
35.00
X.
11.65
. .........
1.29
1 j047.00
RN
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NOTICE
AND
BUILDING MATERIALVj�.,W.
$a r1p, Z---.......
MUST BE CLEARED
N THE
L
a!d. A
"FAILURE TO COMP
PROPERTY OWNER P .111EDIRSAMP
vnl.
E
I%T
D SUBJECT TO REVOCATION
ISSUED ACCORDING TO APPR
-FOR VIOLATION OF APPLICAB Er
Oper:- DS
2/0 legif
Date: 4 N
Total te eraeOR S52 .99
Total Da� ept S52
CK#!
A C BEACH ILDI
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address /(6 -57 -7z- 'S"6all—U0 e C tv cc--) S F�q
Date L� - 6 - 02--
Heated Square Footage @ $ per sq ft = $ 15qZJZ—
Shed 411Y6 @ $ per sq ft = $ 4
C a r p o r W-P-0 r-c-�) -3 $ per sq ft = $
Deck @ $ per sq ft = $
Patio @ $ per sq ft = $
TOTAL VALUATION :
oe $
Total aluation 1st $ 00 0
'77 Oyq i-,2 2�T $—
Remaini(ng Va'lue per thousand
or portion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $
(I ) Fireplaces @ $15 . 00 $
BUILDING PERMIT FEE $
WATER IMPACT FEE
SEWER IMPACT FEE
WATER METER/TAP
CAPITAL IMPROVEMENT $
SEWER TAP $
qpif-L-) RADON (HRS) .0050 $ Z=L
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $
SURCHARGE . 0050
OTHER
GRAND TOTAL DUE $ 3 t ,� 9
ADDITIONAL PERMITS OR FEES : Mechanical_; Plumbing
Electric/New Electric/Temp_; SwimmingPool
Septic Tank Well Sign Finish Floor Elevation
Survey- other
CALCULATIONS and/or NOTES:
Book 10111 Page ,917
PREPARED BY& RETURN TO: Dook 10094 page 838
Alan B. Almand,Esquire
ALAN B. ALMAND,P.A.
6810 St. Augustine Road Doc# 20011131072
Book: 10094
JACKSONVILLE,FL 32217 Pam 838
01- Mo Fi d & Recorded
Permit No. NOTICE OF COMMENCEMENT 08/02/2001 03:05:32 PM
JIM FULLER
CLERK CIRCUIT COURT
DUVAL COUNTY
State of Florida TRUST FUND S 1.00
COPY FEE $ 1.00
County of Duval CERTIFY $ 1.00
RECORDING $ 5.00
To whom it may concern: be made to certain real property, and in
The undersigned hereby gives notice that improvements wi rm hi e of
accordance with Chapter713, Florida Statutes, the following info ation is provided in t s notic
commencement. Lot 11, Block 4, ocean Grove Unit 1, according to plat thereof recorded in
Plat Book 15, Page 82, of the current public records of Duval County, Florida.
General Description of Improvements: construct single family dwelling RE-PECOFM
Owner information: Name: WATSON HOME BUILDERS,INC. Doc# 20012038-77
Book: 10jLj I
Address: 325 Sawmill Lane, Ponte Vedra Beach,FL 32082 P 9 17
Recorded
Owner's interest in the site of the improvements (if other than fee simple title holder). Fi
-- 35:40 PM
Name of the fee simple title holder(if other than owner). JIM FULLER
CLERK CIRCUIT COURT
Name: W111AI
TRUST F
FW----4
Address: COPY EE 1.00
$ 1.00
Contractor Name: WATSON HOME BUILDERS,INC. CERTIFY S 1.00
Address: 325 Sawmill Lane, Ponte Vedra Beach, FL 32082 RECORDING $ 5.0o
Surety on any payment bond:
Name:
Address: -
Amount of Bond:
Name of any Lender making a loan for the construction of the improvements:
Name: FIDELITY NATIONAL BANK
Address: 10151 Deerwood Park Blvd., Suite 103 Building 200,Jax,FL 32256
.-es G'Lhc.- docurn-cuts may bc sc-.;c,'- aG
Persons within the State Of F!orida designated by o,�vner upor,whom notic 0
provided by Section 713.13(l)(a)7,Florida Statutes:
Name:
"A
CITY OF ATLANTIC BEACH
Al 800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE: (904)247-5800
FAX:(904)247-5805
SUNCOM:852-5800
http://ci.atiantic-beach.fl.us
7 7
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WATER IMPACT FEE WORK SHEET
ADDRESS:
DRAINAGE
FIXTURE UNIT
FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS
Automatic clothes washers, commercial 3
Automatic clothes washers, residential 2
'§-a-throom group consisting of water closet, lavatory, 6 2L
bidet, and bathtub or shower
ff-athtub (with or without overhead shower or whiripool
attachments) 2
Bidet 2
Combination sink and tray 2
Dental lavatory 1
Dishwashing machine, domestic 2
Drinking fountain 1/2
Floor drains 2
2
2
Kitchen sink, domestic
Kitchen sink, domestic with food waste grinder and/or 2
dishwasher
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
Wa n
fash sink (circular or multiple) %ach set of faucets 2
s s' " 'c
Water closet, flushometer tank, public or private 4
A
W W t I s 4
r closet
ate E, private installation
W W t Jos 6
ater closet, public installation
ITOTAL NUMBER OF UNITS
tMULTIPLIED x 20
TOTA:L $
WAl-50N HOME- iNC -
5AWMIL_L_ L_ANF, rONTI�; VU�pr?A c3j�AC—H, FL, i�,2062 904) 21i�
.;5D�
51TI� PLAN MOULY-1W r3y:
KAT�-U��W M055
M5jt2F,N-nN_
F(D�r 5YTDACK
I I W6 X8 0
35 0 0
0 2
52
41
PLAN 20?
Q�\ FFE.
d)6 o
[I 5YCAMO 14 10
22 0
20' 5C-Tr;3ACK
12''CE�
12 C PAP
13�0,01
N6 - 0101 , w
- �� Il THICK
22 ' WIPF- CONC,
5F, MINOL-F- r-,�I�ACH
REcAll � jf
1 4:.7 i:u
PLAN REVIEW CHECKLIST
PROPERTY DESCRIPTION: s-rtz2
OWNER: h 9&rs n J 14 o ef
1 Determine Occupancy Classification of the structure. Select occupancy classification
which most accurately fits the use of the Building. (Chapter 133)
2. Determine actual physical properties of building.
V1, a. Determine building area each floor. (Area definibon Chapter 132)
b. Determine grade elevation for building. (Grade definition Chapter 132)
C. Determine building height in feet above grade. (Height definition Chapter 132)
d. Determine building height in stories. (Story definition Chapter 132)
e. Determine separation distance from exterior walls to assumed and common
property lines. (Property line definition Chapter 132)
f. Determine percent of exterior openings per floor.
3. Determine minimum Type of Construction necessary to accommodate proposed structure.
(Chapter 136)
a. Determine maximum allowable heights and floor areas for Types of Construction
and Occupancy classification. (Table B500)
LA b. Check allowable height and area increases permitted. (Chapter 135)
IV.r' 4. Check detailed Occupancy requirements. (Chapter 64)
[IJ 5. Check detailed Construction requirements
v, a. Fire Protection of Structural Members(Chapter B6 &Table B600)
kf b. Fire Protecton Requirements (Chapter B7 and Table B700)
C. Means of Egress Requirements (Chapter 610)
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 B1 6-B26)
7. Check other requirements as necessary.
a. Constructon projecting into public property(chapter B32)
b. Elevators and conveying systems (Chapter B30)
C. Sprinklers,standpipes and alarm systems(Chapter 139)
d. Use of combustible materials on the interior(Chapter 138)
e. Roofs and roof structures (Chapter B1 5)
f. Light,ventilation and sanitation (Chapter B1 2)
9. Other
6 -0 ?— CITY OF ATLANTIC BEACH BUILDING DEPARTMENT
Date By:_ L'Q , ( , 4' k
Don C. Ford, Buildng OfficiaT -,-
don/sb.1
DESIGN LOADS
TCRoof Loading (Cd= 1.25) ko
Top Chord Live Load 20 psf
Top Chord Dead Load 7 psf
0
Bottom Chord Live Load 10 psf C*
Bottom Chord Dead Load 5 psf
CV
Floor LoadinLy (Cd= 1.00)
Top Chord Live Load 40 psf
Top Chord Dead Load 10 psf PMUEnUSS
Bottom Chord live Load 0 psf W A NVIIIIIWIIIII CW
Bottom Chord Dead Load
5 psf
RECE >
Wind Loading (Cd= 1.60)
APR U 1 ASCE 7-98, 3s Gust 120 MPH
Exposure Category B
Importance Factor 1.0
City of Atlande Oaal-- 111
Partially Enclosed
BU'li'dinc-1, an- d ZO
SRecial Floor (Game Room) LoadinLr (Cd= 1.00)
0
Top Chord Live Load 60 psf
Top Chord Dead Load 10 psf CQ
Bottom Chord Live Load 0 psf
CO
CY-) Bottom Chord Dead Load 5 Psf CO '5�
Maximum Floor Truss Spacing 16 0.C. Ell. r.
0
LO V)
>
Design loads were provided by the building designer 6
Z
.4 0
This drawing is not sufficient alone for installation. U
Additional instructions accompanying this drawing, W
0. — Q)
including HIB-91, should be used in conjunction u
with the architectural and structural plans during
installation. If HIB-91 has not been shipped to 0
the site with the components shown on this page,
please contact Apex Technology for a free copy. 0
z
0
The Design Loads above were provided by the 0
Engineer of Record. -.4 C)
P4 0
The Engineer of Record is instructed to sign the U) z W M 0 L)
CO C) W
singature block to the right indicating his �D 2 M M = =
C4 00 C1
E- z
favorable review of the truss documents in 1:4 P
3-1- 0 0 9 �i z :I E- M 0
accordance with Board Rule 61GI5-30.006(3). He W Z M
C:1
shall also indicate his license number and address >- P4 E- C,
on this page. 0 E- ED WQ 0 DO
Permanent bracing of the roof sytem, including
gable truss bracing, is the responsibility of the
Engineer of Record for the structure or the
building designer.
All trusses (including trusses under valley framing)
must be completely decked.
All valleys are to be conventionally framed by
LU builder.
r--� I
All trusses are designed for 2' o.c. maximum
spacing, unless otherwise noted.
WO%10%%. z
UIRE HANGERS. All walls shown on placement plan are considered
to be load bearing, unless noted otherwise.
DO NOT SCALE THIS DRAWING 0
U
3/8/02
WARREN v. r-ARRIGAN III
P.E. No. 4e803
35- 0
Q0 m CQ
Q�, 0 0 0 0
0 ---.) -D E- E- E- E- E- E- E- E- E- E- E-
Jol Jol
J02— 2) J02
J03
CD
Lf., J03 J03
J02�=;? J02
Jol �= Jol
TO�� T05
T O'�7:
Hill 11 1 T05
TO
T02�=
c TO 2
I
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T02�=�
C\� TO
T02��
TO<'�=
TO
.1,01
21- 0- 0 13- 4-0
Project NAME: OCEAN GROVE
Lot: 11-4 Subdivision: OCEAN GROVE County: Duval
Building Code: SBCCI Computer Program Used MiTek 4.201 SR1
General Truss Design Loads
Gravity -Roof: 42 psf Total Load
Wind:120 mph from ASCE 7-98
Individual Truss Drawings Show Special Loading Conditions
This package includes 16 truss design drawings with individual date of design.
With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance
with Rule 61 G1 5-23.002(2)and 61 G1 5-31.003 of the Florida Board of Professional Engineers.
Notes: The seal on this index sheet indicates acceptance of
professional engineering responsibility solely for the Truss Design
Drawings listed below and attached. The suitability and use of each
component for any particular building is the responsibility of the
Building Designer, per ANSI/TPl 1-1995 Section 2.
Name: Warren V Carrigan III License#: 48803
Apex Technology is a fictitous name owned by Jax Apex Technology Inc., a Florida
Corporation. Florida Engineer Business No.7547
333 Jacksonville Drive,Jacksonville Beach, Fl. 32250 904-241-5200
TRUSS PLACEMENT PLAN
0102016 ROOF PLACEMENT PLAN
NO TRUSSID# DATE
1 0102016-CJ01 03/07/02
2 01 02016-JOl 03/07/02
3 0102016-JO2 03/07/02
4 0102016-JO3 03/07/02
5 0102016-JO4 03/07/02
6 0102016-TOI 03/07/02
7 01 02016-TO2 03/07/02
8 01 02016-TO3 03/07/02
9 0102016-TO4 03/07/02
10 01 02016-TO5 03/07/02
11 0102016-TO6 03/07/02
12 01 02016-TO7 03/07/02
13 01 02016-TO8 03/07/02
14 0102016-TO9 03/07/02
15 01 02016-Tl 0 03/07/02
16 01 02016-TI 1 03/07/02
ROOF TRUSSES 0102016
PROFILE CITY PITCH TYPE BASE
FTLT ID O/A REACTIONS
GIRDER 09-10-13 Joint2 Joint 5 Joint 6
4 4.24 2.1 Ciol 09-10-13 610.5 lbs. 246.1 lbs. 222.2 lbs.
1 -750.2 lbs. -279.2 lbs. -462.5 lbs.
JACK 01-00-000 J.int92 Joint 3
8 6.00 3.00� Jol 01-00-0 27 5, lbs. 197.8 lbs.
-409.4 lbs. -86.6 lbs.
JACK 03-OD-00 Joint 2 Joint 3 Joint 4
"-o 8 6.00 3.00� J02 03-00-00 283.4 lbs. 22.5 lbs. 40.3 lbs.
-307.3 lbs. -113.5 lbs. 0.0 lbs.
JACK 05-OD-00 Joint 2 Joint 3 Joint 4
1-01e: 8 6.00 3.00� J03 05-00-001 346.1 lbs 97.9 1 bs. 70.3 lbs.
-300.9 bs'. -216.8 lbs. 0.0 lbs.
INVERTED 07-00-000 in 2 Joint 4 Joint 5
0 .1 ,
22 6.00 3.00� J04 07-00- 1 J042t .5 lbs. 253.0 lbs. 7.8 lbs.
-387.4 lbs. -274.3 lbs. 0.0 lbs.
0.00� GABLE 21-00-001 Joint 2 Joint 12 Joint 14 Joint 15 Joint 16
1 6.00 T01 21-00-00 280.4 lbs. 280.4 lbs. 324.9 lbs. 100.1 lbs. 187.3 lbs.
-287.9 lbs. -316.3 lbs. -302.1 lbs. -148.2 lbs. -193.6 lbs.
FAN 211-00-000 Jo nt 2 Joint 6
6.00� 0.00� T02 2 -00_ 0 1 i6O8.5 lbs. 1608.5 lbs.
1 -850.4 lbs. -850.4 lbs.
SPECIAL 21-00:000
0 Joinot82. Joint 6
2 6.00� 0.00� T03 21-00 16 5 lbs. 1488.0 lbs.
-850.4 lbs. -671.0 lbs.
00� 0.00� GABLE 13-04-0000 Joint 2 Joint 8
1 6. T04 13-04_ 667.1 lbs. 667.1 lbs.
-617.0 lbs. -617.0 lbs
0.00�QUEEN POST in Joint 4
T05 3-0 - 0 Jo
13
2 6.00� 1 044-000 66t625 I b s. 666.5 lbs.
-600.8 lbs. -6 0.8 lbs.
2 00� GIRDER 34-0 11-00 Joint 2 Joint 10
6.00� 3. T06 34-0 -00 3104.3 lbs. 3104.3 lbs.
-3083.8 lbs. -2839.3 lbs.
SCISSOR HI 344-001-00001 Jointt42. Joint 9
2 6.00� 3.00� T07 3 _ 1_ 1 5 lbs. 1534.5 lbs.
-1376.6 lbs. -1152.3 lbs
SCISSOR HI 344:001-000 Join3t42. Joint 8
2 6.00� 3.00� T08 3 1_0 1 5 lbs. 1534.5 lbs.
-1356.1 lbs. -1187.6 lbs.
SCISSOR HI 34-01-00 nt 2 Joint 10
2 6.00� 3.00� T09 34-01-00 Joli534.5 lbs. 1534.5 lbs.
-1331.5 lbs. -1218.8 lbs.
SCISSOR HI 34-01-00001 Join3t42. Joint 9
2 6.00� 3.00� T10 34-01_ 1 5 lbs. 1534.5 lbs.
-1302.8 lbs. -1245.8 lbs.
VALL, 344-0011�000 Joint 10
T Jont2
4dak-�-,� 2 6.00 3.00� Tll 3 li534.5 I bs. 1534.5 lbs.
-1269.3 lbs. -1269.3 lbs.
Job russ Tru s Type ly 11-4 OCEAN GROVE
0102016 JOI ROOF TRUSS 8 1P
Q'y
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. (optional)
1-0-0
1-0-0
SmIe 1.7.3
3
2 1
T1 3x4
3.0(
100
1-0-0
Z-U-U 1-O-u
LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.02 4 >720 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.07 1-2 >344
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TQ 0.00 3 n/a
BCDL 5.0 J Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:7 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.21) BOTCHORD Rigid ceiling directly applied or6-0-0 ocbracing.
REACTIONS(lb/size) 3�87/Mechanical,2=280/0-4-0
Max Horz 2=1 17(load case 4)
Max Uplifl:3�87(load case 1),2=-409(load case 4)
Max Grav3=198(load case 4),2=280(load case 1)
FORCES(lb)-First Load Case Only
TOP CHORD 1-2=46,2-3=-74
BOT CHORD 2-4=-7
NOTES
1)This truss has been designed for the wind loads generated by 120 mph winds at 30 ft above ground level,using 5.0 psf top chord dead
load and 0.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition 11 partially enclosed building
,with exposure B ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are
exposedtowind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60
2)Refer to girder(s)for truss to truss connections.
3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 409 lb uplift at joint
2.
5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria.
LOAD CASE(S) Standard
Job Truss Truss Type ty Ply 11-4 OCEAN GROVE
0102016 J03 ROOFTRUSS 8 1
--(optional)
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc.
5-0-0
5-0-0
Scale 1:15,3
3
&00F12
c�
TI
B1
9
2
3.00 ill—2
3x4
5-0-0
b—u—u
2-0-0 b-U-U
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) Vdefl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.02 2-4 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) 0.13 1-2 >201
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 5.0 Code SBCISBCCI (Matrix) I st LC LL Min I/defl=240 Weight:20 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc;purlins.
BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS(lb/size) 3=98/Mechanical,2=346/0-4-0,4=70/Mechanical
Max Horz 2=236(load case 5)
Max Uplift3=-217(load case 5),2=-301(load case 4)
FORCES(lb)-First Load Case Only
TOP CHORD 1-2=47,2-3=34
BOT CHORD 2-4=14
NOTES
1)This truss has been designed for the wind loads generated by 120 mph winds at 30 ft above ground level,using 5.0 psf top chord dead
load and 0.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition 11 partially enclosed building
,with exposure B ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed towind. If cantilevers exist,they are
exposedtowind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60
2)Refer to girder(s)for truss to truss connections.
3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of beadng surface.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 lb uplift at joint 3 and 301 lb uplift at
joint 2.
5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria.
LOAD CASE(S) Standard
Job Truss Tru s Type aty Ply 11-4 OCEAN GROVE
0102016 T01 ROOFTRUSS
(optional)
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc.
10-6-0 21-0-0
10-6-0 10-6-0
S�le 1:30.9
4x5
7
Z�4 11
6.00 F1—2 2K4 11
2X4 11 9
10
4
T! -r:
T
3 11
2 ri ni 12
U tl
13
4X8 W 11 2X4 11 N4 11 20 11 3x4 Z(4 1 20 11 4x8
21-0-0
21-0-0
21-U-U
Plate Offsets(X,Y): [2:0-4-0,0-2-1],[12:0-4-0,0-2-11
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) n/a - n/a M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TQ 0.04 1-2 >592
BCLL 10.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.01 12 n/a
BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:106 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 10-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or6-G-0 oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS(lb/size) 2=275/21-0-0,12=275/21-0-0,17=6/21-0-0,18=212/21-0-0,19=189/21-0-0,20=99/21-0-0,21=323/21-0-0,16=183121-0-0,15=100/21-0-0,
14=323/21-0-0
Max Horz 2=201(load case 4)
Max Uplift2=-288(load case 4),12=-316(load case 5),1 9=-1 95(load case 4),20=-1 52(load case 4),21�293(load case 4),16=1 94(load case 5),15=-1 48(load case
5),14=-302(load case 5)
Max Grav 2=280(load case 6),12=280(load case 7),17=7(load case 6),18=212(load case 1),19=1 93(load case 6),20=99(load case 1),21=325(load case 6),
16=1 87(load case 7),15=1 00(load case 1),14=325(load case 7)
FORCES(lb)-First Load Case Only
TOPCHORD 1-2=48,2-3=37,3-4=115,4-5=76,5-6=92,6-7=87,7-8=87,8-9=92,9-10=76,10-11=115,11-12=37,12-13=48
BOT CHORD 2-21=-58,20-21�58,19-20�58,18-19�58,17-18=-58,16-17=-58,15-16=-58,14-15=58,12-14=-58
WEBS 7-18�158,6-19=-120,5-20=-70,4-21=-196,8-16=-120,9-15=-70,10-14=-196
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 30 ft above ground level,using 5,0 psf top chord dead
load and 0.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition 11 partially enclosed building
I with exposure B ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are
exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard
Gable End Detail"
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 2-0-0 oc.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 288 lb uplift at joint 2,316 lb uplift at joint
12,195 lb uplift at joint 19,152 lb uplift at joint 20,293 lb uplift at joint 21,194 lb uplift at joint 16,148 lb uplift at joint 15 and 302 lb uplift
at joint 14.
7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria.
LOAD CASE(S) Standard
Job Truss Tru s Type Qty Ply 11-4 OCEAN GROVE
0102016 T03 ROOF TRUSS 2 1
(optional)
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc.
10-6-0 21-0-0
10-6-0 10-6-0
SmIe 136.9
4x5
4
6.00 FIFT 2�4 11 2�4 11
3 W2 W2 5
N1
2 B1 82
L4J :4
3x4 7 U5
4.5 7A
21-0-0
2 1-U-u
Z-U-U
Plate Offsets(X,Y): [7:0.4-0,0-4-81
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) Udefl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.30 7-8 >825 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TQ -0.35 7-8 >717
BCLL 40.0 Rep Stress I nor YES WB 0.57 Horz(TL) 0.03 6 n/a
BCDL 5.0 Code SBC/SBCCI I st LC LL Min Ildefi=240 Weight:115 lb
LUMBER BRACING
TOP CHORD 2-X 4 SYP No.2D TOP CHORD Sheathed or 4-0-1 oc purlins.
BOT CHORD 2 X 6 SYP DSS BOTCHORD Rigid ceiling directly applied or8-11-5 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS(lb/size) 6=1488/0-4-0,2=1609/0-4-0
Max Horz 2=242(load case 4)
Max Uplift6=-671(load case 5),2=850(load case 4)
FORCES(lb)-First Load Case Only
TOP CHORD 1-2=26,2-3=2411,3-4=-2404,4-5=-2404,5-6=-2411
BOT CHORD 2-8=2150,7-8=1276,6-7=2150
WEBS 3-8=-263,4-8=1287,4-7=11287,5-7�263
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 30 ft above ground level,using 5.0 psf top chord dead
load and 0.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition 11 partially enclosed building
,with exposure B ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are
exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 671 lb uplift atjoint 6 and 850 lb uplift at
joint 2.
4)This truss has been designed for both TPI-85 and ANSVTPI 1-1995 plating criteria.
LOAD CASE(S) Standard
Job Truss ru s Type Qty Ply 11-4 OCEAN GROVE
0102016 T05 ROOF TRUSS 2 1
(optional)
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc.
6-8-0 13-4-0
6-8-0 6-8-0
S�fe-1,27.8
US
6M[1-2 W1
2 4 '7
3x4 31A4
13-4-0
Z-u-u Z-U-U
LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.04 2-6 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TQ -0.06 2-6 >999
BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 4 n/a
BCDL 5.0 Code SBC/SBCCI 1 st LC ILL Min I/defi=240 Weight:54 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS(lb/size) 2=667/0-4-0,4--66710-4-0
Max Horz 2=-1 57(load case 5)
Max U plift2=-601(load case 4),4=-601(load case 5)
FORCES(lb)-First Load Case Only
TOP CHORD 1-2=24,2-3=-593,3-4=-593,4-5=24
BOT CHORD 2-6=526,4-6=526
WEBS 3-6=195
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 30 ft above ground level,using 5.0 psf top chord dead
load and 0.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition 11 partially enclosed building
,with exposure B ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are
exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60
3)Provide mechanical connection(by others)of truss to beadng plate capable of withstanding 601 lb uplift at joint 2 and 601 lb uplift at
joint 4.
4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 11-4 OCEAN GROVE
0102016 T07 ROOFTRUSS 2 1
(optional)
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc.
9-0-0 25-1-0 34-1-0
9-0-0 16-1-0 9-0-0
scwe 1:61.6
08
2�8 5x5
4 6 7
3.4 1� b
3X4 1� 314-1
a
6.00 Fl-2-2 3 W1 W4 10 W4 I v 1�� W4 W1 a
V V. V_
V2 W2
F; 62 0
2 16 is 14 13 12 11 9
SX8 3A 5.8 20 11 3x8 fts
3.0
3.DOF12
27-9-0 34-1-0
6:4--[) Zl-b-U 0-.%-U
Z-U-U ;34-1-U Z-u-u
Plate Offsets(X,Y): [2:0-2-12,0-1-8].(4:0-5-8,0-2-4],[7:0-2-8,0-2-4],[9:0-2-12,0-1-8],[14:0-4-0,0-3-01
LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) Ydefl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.71 14 >568 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.80 13-14 >509
BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TQ 0.47 9 n/a
BCDL 5.0 Code SBCISBCCI 1 st LC LL Min I/defl=240 Weight:167 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or2-6-10 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-6-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS(lb/size) 2=1534/0-4-0,9=1534/0-4-0
Max Horz 2=-1 86(load case 5)
Max Uplift2=-1377(load case4),9�11152(load case 5)
FORCES(lb)-First Load Case Only
TOP CHORD 1-2=23,2-3=-4729,3-4�3354,4-5=-3833,5-6=-3820,6-7�3057,7-8=-3354,8-9=-4729,9-10=23
BOT CHORD 2-16=4315,15-16=4089,14-15=3036,13-14=3817,12-13=3817,11-12=4089,9-11=4314
WEBS 3-16=1 187,3-15=-1315,4-15=851,4-14=909,5-14=-282,6-14=4,6-13=156,6-12�879,7-12=1290,8-12=1315,8-1 1=1 187
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 30 ft above ground level,using 5.0 psf top chord dead
load and 0.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition 11 partially enclosed building
,with exposure B ASCE 7-98 per SBCISBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are
exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60
3)Provide adequate drainage to prevent water ponding.
4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TP1 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1377 lb uplift at joint 2 and 1152 lb uplift at
joint 9.
6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 11-4 EAN
0102016 T09 ROOFTRUSS 2 1
(optionao
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc.
13-0-0 21-1-0 34-1-0
13-0-0 B-1-0 13-0-0
Scete 161.6
5x5
3x4 5x5
5 7
L
4X5 4x5 z�
6.00 r1-2 4 W5 W5 V�' 8
W3 V W3 t4x5, 2-0
214--
3 1
16 15 14 13 12 10
.8
6.8 3x8 W 3x8 1
4.8, �4xg�
3.00F1-2
61-8 27-9-0 34-1--0
r - i -T
:,:4-0 21-t)-o
Z-U-U 34-1-U
Plate Offsets(X,Y): [2:0-2-12,Edge],15:0-2-8,0-2-41,[7:0-2-8,0-2-41,[10:0-2-12,Edge],[13:0-0-0,0-D-0]
LOADING(psf)I SPACING 2-0-0 CS1 DEFL in (loc) I/defi PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.54 15 >755 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TQ -0.73 13-15 >555
BCLL 10.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.42 10 n/a
BCDL 5.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:177 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or24-10 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-5-5 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS(lb/size) 2=1534/0-4-0,10=1534/0-4-0
Max Horz 2�242(load case 5)
Max Uplift2=-1 332(load case 4),1 0=-1 219(load case 5)
FORCES(lb)-First Load Case Only
TOPCHORD 1-2=23,2-3=-4773,3-4=-4610,4-5=-2477,5-6=2240,6-7=2240,7-8=-2477,8-9=-4610,9-10=-4773,10-11=23
BOT CHORD 2-16=4337,15-16=3008,14-15=2320,13-14=2320,12-13=3008,10-12=4336
WEBS 3-16=-95,4-16=1706,4-15=-975,5-15=888,6-15=-132,6-13=-132,7-13=888,8-13=-975,8-12=1706,9-12�95
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 30 ft above ground level,using 5.0 psf top chord dead
load and 0.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I I partially enclosed building
,with exposure B ASCE 7-98 per SBCISBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are
exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60
3)Provide adequate drainage to prevent water ponding.
4)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1332 lb uplift at joint 2 and 1219 lb uplift at
joint 10.
6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria.
LOAD CASE(S) Standard
Job Truss Truss Type Qty ply 11 OCEANGROVE
0102016 T11 ROOF TRUSS 2 1
(optional)
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc.
17-0-0 14-0 34-1-0
17-0-0 0-1-0 17-0-0
scwe 160.9
4.5
6 12
OOF
3X4 U4
5 7
6X12 i'� 6.12,1
IV;
W5 YV5
d N4 11 Z14 I
3 9
92 03
2 16 15 14 13 12 10
&12 N4 3x8 5.5 6x12
3x8 3X8
3.00FI2
27-9-0 34- -0
64-00 21-b-U 6�
Z-U-U �A-1-U Z-U-U
Plate Offsets(XY): [2:0-2-12,0-1-8],[10:0-2-12,0-1-8],[13:0-2-8,0-3-0]
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.54 15 >751 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TQ -0.66 14-15 >614
BCLL 10.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.43 10 n1a
BCDL 5.0 Code SBC/SBCCI 1 st LC LL Min I/defi=240 Weight:188 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed.
BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 3-7-3 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS I Row at midpt 6-14
REACTIONS(lb/size) 2=1534/0-4-0,10=1534/0-4-0
Max Horz 2=-298(load case 5)
Max Uplift2=-1 269(load case 4),1 0=-1 269(load case 5)
FORCES(lb)-First Load Case Only
TOPCHORD 1-2=23,2-3=-4729,3-4=-4695,4-5=-2721,5-6=1894,6-7�1894,7-8=-2721,8-9=4695,9-10=-4729,10-11=23
BOT CHORD 2-16=4315,15-16=2789,14-15=2152,13-14=2152,12-13=2789,10-12=4315
WEBS 3-16�163,4-16=1975,4-15=-773,5-15=892,5-14=-811,8-13=773,8-12=1975,9-12�163,6-14=1500,7-14�811,7-13=892
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 30 ft above ground level,using 5.0 psf top chord dead
load and 0.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition 11 partially enclosed building
I with exposure B ASCE 7-98 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are
exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.60
3)Bearing at joint(s)2,10 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1269 lb uplift at joint 2 and 1269 lb uplift at
joint 10.
5)Thistruss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria.
LOAD CASE(S) Standard
DESIGN CRITERIA: SECOND FLOOR CALCULATIONS
WIND SIDE TO SIDE
Standard Building Code - Current Edition Front Wind Wall= 17.50
wind Load -110 MPH ((7.00)(1.85)(28.11)+(1.10)(2a.il)(10-50))8.00/2 -2597
Basic Wind Pressure - 2a.ii PSF
Roof Pitch: 6/12 < W SWS - 10*- 6,
Shear - 2597 1/ 10'- V 247.4 Of
All beams. girders. trusses, roof reactions Hold Down = 247.4 x a.00 1979 1 uplift
and uplift loads are provided by the Use 3 Connectors.
truss manufacturer. (UNO) Use: 7/16" APA Rated Sheathing w/Od's 0 4" o.c.
Mean Roof Height = 19.33 +a.33 /2 23.50 on edge* and 12' o.c. on intermediate framing.
Edge Strip Coefficient 'Z' Rear Wind Wall= 17.50
((7.00)(1.85)(28.11)+(1.10)(28.11)(10-50))8.00/2 =2597
Smaller of: 10% of 55*- 4' = 5.53 SWS = a*- a"
or 40% Of 10-GO = 4.00 Shear = 2597 j/ a- 8" = 300 PH
Therefore End Zone "X" - ZZ = 2(4.00) = 8.00 Hold Down = 300 x am = 2400 # uplift
WIND SIDE TO SIDE Use 4 Connectors.
Line 'A" Wind Wall = 11.67 Use: 7/16" APA Rated Sheathing w/Od's 0 4' o.c.
Vwall = ((8.00)(I.85)(2a.n)+(1-10)(28.11)(3.67))10.00/2 =2423 on edges and 12' o.c. on intermediate framing.
Sirs = 15*- 0" Left Wind Wall= 17.04
Shear = 2423 #/ 15'- 0" 161.5 pif ((7.00)(1.85)(28.11)+(1.10)(28.11)(10.04))a.00/2 -2540
Hold Down - 181.5 x am im # uplift
Use I Connectors. SWS = 7*- 0*
Use: 7/18' APA Rated Sheathing w/8d's 0 6" o.c. Shear = 2540 #/ 7'- 0" = 383 plf
on edges and 12' o.c. on intermediate framing. Hold Down = 383 x 8.00 = 2904 J uplift
Line "B" Wind Wall = 27.67 Use 5 Connectors.
Use: 7/18" APA Rated Sheathing w/Od's 0 3" o.c.
Vwall = ((8-00)(I.S5)(28.11)+ (1.10)(28.11)(19.87))10.00/2 -4896 on edges and 12" o.c. on intermediate framing.
SWS = IT-6'
Shear = 4896 #/ IT-8" = 382.7 plf Right Wind Wall= 17.04
Hold Down = 362.7 x 10-00 = 3627 # uplift ((7.00)(1.65)(28.11)+(1.10)(28.11)(IO.G4))8.00/2 =250
Use 6 Connectors.
Use: 7/16" APA Rated Sheathing w/8d's 0 3' o.c. SWS - 7'- 10"
on edges and 12' o.c. an intermediate framing. Shear = 2540 10" 324.4 plf
Line "C" Wind Wall = 16.00 Hold Down = 324 x 6.00 25920 uplift
Use 5 Connectors.
Vwall =((8.00)(1.65)(28.11)+ (1.10)(28.11)(8-00))10.00/2 =3092 Use: 7/16' APA Rated Sheathing w/8d's 0 4' o.c.
SWS = 1 V- 4" on edges and 12' o.c. on intermediate framing.
Shear = 3092 #/ 11'-4" = 272.8 ROOF DIAPHRAGM
Hold Down = 272.8 x 10,00 = 2726 # uplift
Use 5 Connectors. LINE A: 2423/35'- O'= 69.22 plf
Use: 7/16' APA Rated Sheathing w/8d's 0 4' o.c. LINE B: 41396/35*- 0"= 139.9 plf
on edges and 12" o.c. on intermediate framing. LINE C: 3092/35'- O'= 55.88 plf
WIND FRONT TO REAR LINE 1: 3324/35*- 0"= 94.97 plf
Line "I" Wind Wall = 17.50 L1NE 2: 3324/35'- O"= 94.97 plf
Vwall = ((8.00)(1.65)(28.11)+ (1.10)(28.11)(9.50))10.00/2 =3324
SWS = 21'- 6" Use: 7/16' APA Rated Sheathing w/ 8d's Screw Shank nails 0
Shear = 3324 #/ 21'- a" = 154.6 pif 6" o.c. on edges & 12" o.c. an intermediate framing.
Hold Down = 154.8 x 10.00 = IW # uplift ANCHOR BOLTS
Use 2 Connectors. LINE A: 15*-O'/2423(.2x4,200)xl2 = 62.40' o.c.
Use: 7/16" APA Rated Sheathing w/8d's * 6' o.c. 1JNE B: 13'-8'/4896(.2x4,200)xl2 = 27.79* o.c.
on edges and 12" o.c. on intermediate framing. LINE C: II'-4"/3O92(.2x4,2OO)xI2 = 37.25" o.c.
Line "2" Wind Wall = 17.50 LINE 1: 21'-6'/3324(.2x4,200)xI2 - 65.19" o.c.
Vwall ((8-00)(1.65)(28.11)+ (1.10)(28.11)(9.50))10.00/2 =3324 LINE 2: II*-8'/3324(.2x4.2OO)xI2 - 35.37' o.c.
SWS 11'-8"
Use: 1/2" DIA. 8' Long ANCHOR BOLTS at 6' D.C. MAX.
Shear = 3324 284.9 plf w/ 2' x 2' x 1/8' washers.
Hold Down - 284.9 x 10.00 - 2849 # uplift 1/2" x 8' Red Heads are optional.
Use 5 Connectors. OPTIONAL- FRAMER TO PLACE - CUT NAILS OR 0.14 x 3"
Use: 7/16" APA Rated Sheathing w/Od's 0 C o.c. SHOT PINS 0 24" D.C. AROUND PERIMETER FOR LATERAL LDADS.
on edges and 12' o.c. on intermediate framing. ALSO ADD (2) AT EA. SIDE OF PLATE BREAKS
STEMWALL VERTICAL BARS
(!) 45 4 4' O.C. FOR STEM < 48'
Q) #5 4 32' O.C. FOR STEM < 72'
#5 8 24- O.C. FOR STEM � 96-
LAP 25' #5 DOWLS WHEN BARS ARE NOT CONT. DENOTES A SHEAR WALL SEGMENT XX'sws
(1) #4 BAR CONT. DENOTES UNDDW AND DOOR OPENINGS
x --------- --------- DENOTES A CONNECTOR SCHEDULE LOCATION NO.
DENOTES A FRAME OPENING CONNECTOR SCHEDULE
DENOTES CONVENTIONAL FRAMING -----------
HE
8' CONC. BLOCK TYP.
ru
Zi
-IL r
Z-BAR 14 0 48- O.C. W/12- CONVENTIONAL FRAMING
RAFTERS: USE 2 X 6
BEND 0 TOP & BOTTOIL JOIST: USE 2 X 4
Y&B MEMBEFM- USE 2 X 4 0 1/4 PTS
CONIC. FT& ONE STORY V/
2-145 OR 3-104 DIA. RE-BAR CONT.
CONC. FTG. TWO STORY W/
ALL PLANS, DETAILS, AND NOTES ON THIS DRAVANG IS
W/ OPT. BRIC 3-145 DIA. RE-BAR��T.
TYPICAL STEMWALL FOOTING A PROPMETARY AND CAN NOT BE USED. TRANSFERED. OR
OTHERTASE REPRODUCED VATHOUT THE WRITTEN APPROVAL OF
BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT _T
3-114 OR 2-#5-Dlk RE-BAR CONT.
I
----------------
THESE STRUCTURAL SHEETS ARE TO BE wORKED wTH THE DESIGN PLANS
AND TRUSS ENGINEERING By OTHERS & PROVIDED UTH THESE DRATANCS.
lEl r 44 alr-11F
_IIF IMP SEE DESIGN PLANS FOR ALL DIMENSIONS
CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND TO NOTfY
1' 4' 8' ONE STORY THE ENGINEER OF ANY DISCREPANCY AS SOON AS POSSIBLE.
1`8- 8- TWQ STQRY SEE 'S-2' FOR FRAMING TYP. SECTION AND DETAILS.
INTERIOR BEARING FOOTING 77B SEE 'S-2' FOR TRUSS TO TOP PLATE UPLIFT CONNECTORS. DESIGN spEancATxms
SCALE-PLTS.
----------- A,
------------
'4'
CURB DETAIL C ;r
I
SCALE.PLY-S, in
-------------
IEHII I Edlalmlp
L
8' 1 4'
PATIO. DORCH FOOTING DETAIL rD
SCALE,KT.S.
STEMWALL VERTICAL BARS I
#5 2 4' O.C. FOR STEM < 48'
If 5 2 32' O.C. FOR STEM < 72'
#5 # 24' O.C. FOR STEM < 96'
LAP 25' #5 DOWLS WHEN BARS ARE NOT CONT.
(1) #4 BAR CONT. N
1 x VARIES
;o
-------------- ---
Zr Z3 r
cu
8' CONC. BLOCK TYP.
Z-BAR 14 0 48' O.C. W/12"
BEND 0 TOP & 6' 0 BIOTMIL
CONC. FTG. ONE STORY W/
4�
1
I r
V-4' - 2-1#5 OR 3-#4 DIA. RE-BAR CONT.
11-81 - CONC. FTG. TWO STORY W1
OPT. BRI 3-#5 DIA. RE-BAR T.
TYPICAL STEMWALL FOOTING �E
DENOTES A SHEAR WALL SEGMENT XX'SWS
DENOTES WINDOW AND DOOR OPENINGS
DENOTES A CONNECTOR SCHEDULE LOCATION ISM
DENOTES A FRAME OPENING CONNECTOR SCHEDULE
DENOTES CONVENT04AL FRAMING ------------
-----------
CONVENTIONAL FRAMING
RAFTERS. USE 2 X 5
JOIST: USE 2 X 4
WEB MEMBEFM' USE 2 X 4 0 1/4 PTS
-- ----------- --
T
10' FRAMED COL.
USE CONN. #19
FRI
36X36XI2'F'T& A)
cc W/3 #5's E.W.
6
L
Tl-sys----------
9-4
HOLD DOWN CONNECTORS )I, SvS
STUD TO BOTTOm PLATE AA 10' FRAMED COL +11!1-l'
NO. CONNECTORS f2SYP SPIF USE CONN. 019
(11) LB3 W/(4)-5/16 X 3" LAC SCREWS 1*728 1.3S2
HD-1 /2'0 &B. AND 2 X 2 X 1/0' Wcsho,
(1) L82 W/(4)-5/16 X 3" LAG SCREWS
HD-2 1/2'0 A-B. & 2 X 2 X 1/8' Wash., 2,144 11669
(1) L132 W/(4)-5/16 X 3' LAG SCREWS
HD-3 AND (1) HA4 OR (1) L84 W15-LACS 2.800 2.240
1 1/2'0 A-& & 2 X 2 x 1/8 Washer
HD-4 1(11/)2L'905 W/(4)-1/2 X 3' LAG SCREWS 3.216 2,573
A.S. & 2 X 2 X 1/8" Washer r
(1) LB5 W/(4)-1/2 X 3' LAG SCREWS
(1) 3,876 1100
HD-5 rZ!2- A.H13A48, 3 . 3 X 1/4- Washer
(1) SGP3 W/24-16d*s
4.705 3,764
HD-6 1/2*0 &B. & 3 X 3 X 1/4� Washer %0
3 W/24-16d*s
UD S ) HA4 5.365 4,293
HD-7 _1/2-.?,P�A.B. & 3 X 3 X 1/4' wash&, AA
�BB�
D-7 5.365 -----
HD-81 w/(3) 12 SYP St.ds Only
PTIUNAL HOLD DOWN:
HD-I TO HD-4
USE ONE 112'0 A36 STEEL ALL THREADED ROD -kilf-67 fvs---
W/ 2 X 2 X 1/8' WASHER L NUT AT TOP PLATE ;.j SECOND FLOOR
W/ 3' EMBEDMENT INTO SLAB TO REPLACE OT'S r ------------
HD-4 TO HD-7
USE ONE 112'0 A36 STEEL ALL THREADED ROD f
W/ 3 X 3 X 1/8, WASHER L NUT AT TOP PLATE I
W/ 3' EMBEDMENT INTO SLAB TO REPLACE QT-S
4* THK. 250OPSI CONC. SLAB
W/ FIBERMESH CONCRETE OVER
6 MIL VAPOR BARRIER OVER
A: CLEAN, WELL COMIPACfED.
4..... TERMITE TREATED FILL.
-—---- -----—--
THESE STRUCTURAL SHEETS ARE TO BE WORKED NTH THE DESIGN PLANS
AND TRUSS ENGINEERING By OTHERS &PROVIDED NTH THESE DRAWINGS.
SEE DESIGN PLANS FOR ALL DIMENSIONS.
CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND TO NOTIFY
THE ENGINEER OF ANY DISCREPANCY AS SOON AS POSSIBLE.
SEE -S-2- FOR FRAMING TYP. SECTION AND DETAILS.
SEE 'S-2" FOR TRUSS TO TOP PLATE UPLIFT CONNECTORS. & DESIGN SPECIFICATMS.
SHEAR WALL DESIGN:
Front: USE 7/16* OSE3 W/8d's 0 4"' O.C. ON EDGES &
12' D.C. ON INTERMEDIATE AND VATHIN 12"
USE HD-3 0 EACH END OF SWS.
Rear: USE 7/16' OSB W/8d's 0 4* O.C. ON EDGES &
12' 11C, ON INTERMEDIATE AND VATHIN 12"
USE HD-4 0 EACH END OF SWS.
Left: USE 7/16* OS13 W/8d'S 0 3* D.C. ON EDGES &
7/16' APA RATED SHEATHING 12' O.C_ ON INTERMEDIATE AND VATHIN 12w
W/ 8d NAILS AT 6' O.C. ON EDGES USE HD-5 0 EACH END OF SWS.
AND 12' D.C. ON INTERMEDIATE FRAMING Right: USE 7/16" OS8 W/8d's 0 4* O.C. ON EDGES &
ON PRE-ENGINEERED ROOF TRUSSES 12" D.C. ON INTERMEDIATE
AT 24* D.C. USE HD- 5 0 EACH END OF SWS.
;VIAKS
XMI KC&VWftTZM6
FOR UPLIFT (-26008
HURRICANE CLIP 0 Ek TRUSS LOCATION & OT SPACING sCE _c7P�
TRUSS TIE To rTG. CONNECTION QJNED
USE- (1) HCPLL/LR W 8 -BWs FOR (-51D*
T_
ACING
USE- (2) HCPLL/LR W/ a -OWS FOR (-1020v HURRICANE CLIP I EA TRUSS LOCATION OT SPACING
USE- (2) HCPLL/LR V/ 8 -ears . (1) RTPGA612 TRUSS TIE TO FTCL CONNECTION QJNW
W/ 4 -Ifiars FOR (-162-54 USE, (1) HCPLL/LR W/ 8 -Ges FOR <-5306
USE- (1) QGT V/ 18 -0.148 CASE HARD NAI LS USE, C2) HCPLL/LR W/ 9 -OWs FOR <-10209
USE, (2) HCPLL/LR W/ 8 -FWs 4 ED RTPGA812
S 12
DBIL. 2X4 42-PINIE TOP PLATE V/ 4 -116crs FOR (-16254
OPTION N1 USE: (1) GET V/ 18 -0.148 CASE HARD NAILS
LB3 @ 6' O.C. (UNO) FOR UPLIFT <-26001 DBL. 2X4 92-PINE TOP PLATE
'X4 'INE To
OPTION #I
LB3 6' O.C_ (UNO)
3.14* TLG PLYWOOD SUIrLDOR
MAIL W/Bar. I 6M.C.ON EDGES
AND 2—CLC ON INTERMEDIATE FRAMING
3/4' TLG PLYVOOD SUIIIFLOOR
NAIL V/ OWs @ 6*OjC. ON EDGES
STUD lst-STUD 2nd (I)RS150 �n Z A., 12' or- ON INTERMEMATE FR.
W/11-10d's 0 32' O.C.
OR (1) RTPGA&36 W/13-16d's FLOOR TRUSS SYSTEM STUD lst-STUD 2nd (I)RS150
W/11-lod's 0 32' O.C.
\_DBL TOP PLATE OR (1) RTPGA&36 W/13-16d's FLOOR TRUSS SYSTEM
OPTIONAL #2
USE 112'0 ALL THREA!"',,� DBL TOP PLATE
@ 6'O.C. (UNO)
OPTIONAL 82
USE 112'0 ALL THREA
@ 6'O.C. (UNED
OPTION #1
LB3 @ 6' O.C. (UNO)
OPTION 11
112' DIA. X 8' LONG ANCHOR BOLT LB3 @ 6' OLC. (LINO)
W/ 2 X 2 X 1/8' WASHERS @48 ' O.C. (LI
(1) LB3 OR (1) 112' ALLTHREAD WILL 112' DIA. X S' LONG ANCHOR BOLT
COUNT AS ONE ANCHOR BOLT W/ 2 X 2 X 1/8' WASHERS @48 ' O.C. 0)
(1) LB3 OR (1) 112' ALLTHREAD WILL
CANTILEVER BOTTOM PLATE OVER EDGE COUNT AS ONE ANCHOR BOLT
OF SLAB I/Z' AND EXTEND SIDING I'
BELOV BOTTOM OF PLATE —-----
GRADE TO BE 8* HIM FROM BOTTOM
(IF SIDING 10" THICK BY 20" WIDE ---------------------
FlOOTING W/ (2) # 5 BARS
SEE FOUNDATION PLAN ---'OR (3) 1 4 BARS MCK BY 20'
FOR BLOCX AND FOOTING DETAIL� 6 4 BARS: 48O.0 FXXMNG T/ (2) If
V/IE' DEN 0 TOP AND BOTTOM OR (3) # 4 BARS
TYP. 2-STORY WALL SECTIO TYP. 2-STORY WALL SECTION
ROOF NOTES:
I. TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERWISE NOTED.
1. TYPICAL ROOF EAVE OVERHANG TO BE 1'4" UNLESS OTHERWISE NOTED.
I PROVIDE AND INSTALL FLASHING AS PER NATIONAL ROOFING AND
SHEETWETAL ASSOCIATION STANDARDS ANO/OR ACCEPTA13LE INDUSTRY
STANDARDS,
4. ALL ROOF TWSSES� GIROEM BEAMS. HEADERS. ETC TO BE SIZED BY
TRUSS MAINIFACTURER AND SIGNED AND SEALED BY A FLORIDA PRE-ENG GABLE END TRUSS 0, PRE-ENG, Z
11 -o
REGISTERED ENOWER. , / ,,, TRUSSES I
& ROOF PLANS FOR REFERENCE ONLY DESIGN AND DETAILS TO BE 7/16' 13SH SHEATING 'X* IRA
PROVIDED BY TRUSS MANUFACTUREPL NAIL W/8lrS 1 4' D.C. UND f CONINt
6, SEE TRUSS SHOP DRAWINGS FOR REQUIRED CEILING DIAPHRAM. ON EDGES L 12' D.C. IN. X-11IR
ON INTERIOR FRAMING AND I/,
HEADER SCHEDULE (UNO) OF GAD
TYP. LENGTH HEADER TYPE CONNECTOR NO, Z X 4 DIAPH�
\,BLOCKING @.:
A 0— 4' (2) 2 X 6 V/1/2' PLYWD/OSB BETWEEN FOR FIRST
MAIL TOP L 9OTT(
B 4'- 6' (2) 2 X 8 W/1/2' PLYWD/OSB BETWEEN 2 X 4 1 16* O.C. STUD WALL STUD V/(2) 10ers
WITH 2 X 4 TOP L 3TK PL 2 X 4 BLOCKING I
C s,- Er (2) 2 X 10 W/l/2— PLYWD/(ISB BETWEEN 16 2 X 4 BLOCKING W/C2
Er- le (2) 2 X 12 W/1/2— PLYWD/OSB BETWEEN 16 SECTION @ CORNER—
D 1 16- Tc2) 1 3/4' X 16' LVL 17 IN
.,�LRE CORNER IS MAILED
GARAGE FRONT ENTRY 10d' MIN. I Ir
GABLES END/JACKS I CLI) 2 X 12-VIIIP' PLYWD FLITCH 17 LB2 OR L83
I SYS-42 BY TRUSS MFGR. 17
W/HIP - 112' X 12- 5/8' LAM BEAM 17
GARAGE SIDE ENTRY LB2 @ EA. CORNER L 6'O.C. MAX.
112' X 14' LAM BEAM 17 (UNLESS NOTED OTHERVISr)
1 3/4' X 16* LVIL 17 PLAN AT CORNER
CONNECTOR SCHEDULE GABLE END BALLOON F1
HEADERS
Na I LOCATION TYPE I FASTENEW_ UPLIFT PRE-ENG GABLE END Tft=
ITOP PLATE/HEADER (2)LS18 OR OPT. 7-100 1820 PRE
HEADER TO CRIPPLE/JACIC 7/16* OSB SHEATING TRU!
16 SIMCO (2)RTPGAS12 6-16d 1510 MAIL V/8D`S ED 4' MC UNO
JACK TO SLAB 1 91, L82. OR LB3 SEE S-3 1728 Ma ON EDGES L 12' D.0 9
3
TRUSS TO PLATEMEADER SEE DETAIL BELOW ON INTERIOR FRAMING A
17 HEADER TO CIRIPPLE/JAOC SIMOO (2)RTPGAS12 6-16d 1510
STUD TO SLAB FTP42 OR 1/2' ROO 16-160 3245 STRAP GABLES > I(r f ENDS L I/3RD. PT.
TRUSS TO BEAM HDPT2 6-so 6 V/RTPGA624- V/7 16ars (SIMCO)
1 a HEADER TO COLUMN PCPGA44 a_lw 1 2% STRAP GABLES ( 10' @ ENDS L MIDPOINT
COLUMN TO SLAB PAPGA44 12-SD im W/RTPGA824- V/7 16es (SIMCID 2 X 4 L
@ 48' C
TRUSS TO TOP PLATE (2)LSla OR T 7_10D la2O OPT- 2 X 4 BLOCr
19 TOP PLATE TO STUD NAIL BOTTOM CHORD OF GABLE
SIMCO (2)RI"12 6-16d 1510 END TRUSS TO 2 X 4 BLUCXING/NAILER
I ISTUD TO BOTTOM PLATE I(I)LI31, L132 OR I WITH W/12d*s 1 6' O_C. INTO 14AILER 2 X 4 DBL_ TG
2 X 4 @ 16* af
MINIMUM WALL AND HEADER WITH 2 X 4 TO
STUD REQUIREMENTS SECTION @ CORNE
UNSUPPORTED sjUD M"MUM HEADER SPAN (ft.)
WALL HEIGHT SPACING INSURE CORNER IS MAILED
5' 1 9' 1 12* 1 IV lir V/10d' MIN. @ ir ac.
NUMBER OF HEADER STUDS -,,,,—LB2 OR LB3
SUPPORTING ENO OF HEADER 1/� 11 11 .
1 1 1 1 LB2 @ EA. CORNER L 6'O.C. MAX.
NUMBER OF FULL-LENGTH STUDS (UNLEPINY 7pf'8bgNFg
AT EACH END OF HEADER
10' OR LESS 112: 2 2 3 3 3 3 GABLE END PLATFORM F
6 2 2 3 3 3 3
24* 1 2 2 2 2 2
�2 2
GREATER 2 3 4 5 5
THAN 10' 16 2 2 3 3 4 4
24" 1 2 2 1 2 3 _ij USE RTPGA812 0 32" D.0
CONTINLJOOS
TOP PLATE (2) 2 X 6 TOP PLATE
SEE TYP WALL CONNECTOR
GARAGE: DOOR
HEADER NAIL 2X6'S TOGETHER
TO HEADER/STUD USING 16D NAILS @
(2) LS24W/9-10d*s 16' D.C.. STAGGERED
DR OPT. SEMCO
(2) RTPGAS20 W/10-16ci's COM.
(3) 2X6 FULL LENGTH — \LEADER TO JACK STUDSY
(2) 2'X6' UNDER GARAGE USE 7/16- OSB OR
DOOR HEADER PLYWOOD SHEATHING ON (2) RTPGA812 W/6-16d's
130TH SIDES W/Sds
0 3" 0.C.
HEADER STUOS_,_�
------------
(3) 2 X 6's ----lrv_T-------------
2 X 0 BUCK FOR GARAGE
---—---—DOOR OPENER ON INSIDE ONLY
SEE TYP WALL CONNECTOR
HEADER STUD TO SLAB
4' CONCRETE SLAB (1) LBI. U32. OR LB3 BRACKET
THICKE14ED AT EDGE P.T. 2'X6' PLATE
OPT. IF ALLTHREAD FRAMING OPENING CONNEC'
S:D
USE FTP42 OR EQUAL_ffk�Lo'
101 INTO CONC. W/16-16d's J FOR OPENINGS 6' OR GREj
GARAGE DDOR WALL DETAIL WHEN
GARAGE PROTRUDES W FRDM HOUSE AND TOTAL UPLIFT OF 42M
SCALE: N.T.S TRUSS TO TOP PLATE SEE TYP. SECTION
GENERAL NOTES
WOOD ROOF TRUSSES, DESIGNED BY MANUFACTURER TO SUPPORT
Ll[V& DEAD AND WIND LOADS. HURRICANE CONNECTORS ARE TO
BE USED AT EACH END OF TRUSS AS SHOWN IN THE CONNECTOR 112' 0 X 51 THRu BOLT
SCHEDULE.
CONNECTORS TYPED AND SIZED THAT ARE CONTROLLED BY ROOF W11120 HEX NUT AND
LOADS ARE SIZED USING LOADS PROVIDED BY THE TRUSS 2 X 2 X 1/8' WASHER
MANUFACTURFIR_
WHOLE WALL SHEAR WALL DESIGN ON THE SIDES ONLY (UNO) 1120 HEX NUT AND
USEING WHOLE WALL SHEAR WALL DESIGN REQUIRES HOLM DOWNS 2 X 2 X 1/8' WASHER
ONLY AT THE END OF THE WHOLE WALL AND NOT AT THE END OF
EACH SHEAR WALL SEGMENT. (2) 2 X - STUDS----,,
A. LOADS 8' X 2' X 1/8' L-SHAPE A36 STEEL
I. ROOF LOADS:
Live Loads Roof: 20 PSF
Dead Load Roof : 15 PSF
(2) 2 X - STUDS
2. WIND LOADS: Z,
Wind Load for 100 MPH Zone LBI-W/(2) 112'0 X 3' LAG SCREVS
Basic velocity pressure for 20.75 OR
Mean Roof Height as Per SBC table 1606.2A LB2-V/(4) 3/8'0 X 3' LAG SCREWS
1997 Edition OR
B. ALLOWABLE MATERIAL LOADS LB3-W/(4) 5/16*0 X 3' LAG SCREWS
1. Concrete (Design per current Edition ACI)
Footings Concrete fc = 2.500 psi (UNO)
Slab Concrete f'c = 2,500 psi (UNO)
2. Structural Steel (Design per current Edition AISC)
All Steel shall be ASTM A36 (UNO) LB1, LB2, OR LB3 LB1, 11
3. Timber (Design per current Edition NOS STUD WALL SECTION STUD
4. Reinforcing Steel (Design and detail per ACI and CRSI)
All reinforcing steel to be Grade 40 deformed (UNO)
GENERAL STRUCTURAL NOTES:
A. FOUNDATIONS: TOP OF WALL CONNECTION-
1. Footings shall bear on firm undisturbed soil at V-0'
minimum below natural grade.
2. FooLings for stem-wall construction shall be at least ;D 2'
10 inches thick and 16 inches wide with 2-#5 or 3-14
reinforcing bars.
3. Reinforcing bars shall have a 90 Degree bend at all M
corners. with a 12" inch bend and a 25 Inch lap.
4. Optional Monolithic Slab of 4" concrete with 6x6 10/10WWM
or fiberglass reinforced concrete must be no less than 20" 5/8-0 HOLE iu
inches thick at the perimeter. and 12 inches wide. The
slope of the compacted fill on natural soil shall be no
greater than 45 Degrees with the bottom of the footing. au 0
cl
There shall be 2-15 or 3-J4 reinforcing bars continuous ;r __0
within 3 inches of the bottom of the footing (See Details).
Around perimeter bend outside reinforcing 25' at corner. 5/8-0 HOLE
B. ANCHOR BOLTS (OPTIONS) L
1. Compression Anchor shall be 1/2" diameter and spaced as shown 5/8
on plans, UNO, and not more than 12* from corners, frame "2-
openings >8' and at the end of each shear mail segment (UNO).
2. All compression anchor shall have a 2 Inches by 2 inches by 1/8 LB1 LB2_
inch thick washer UNO.
4. In the ALLTHREAD System 1/2" x 5" WEDG-BOLT Anchors are INSTALLATION INSTRUCTIONS.
used with the system to meet spacing and load requirements TIE DOWN TO BE INSTALLED BY
Unless Otherwise Noted (UNO) for shear & uplift at bottom plate.
C. SHEETING BRACKETT ENGINEERING SERVICES
1. ROOF SHEE71NG: OR PLANS BECOME NULL & VOID.
Use 7/16" APA Rated Plywood Sheathing or OSB on Group 11 CALL (904) 821-7879 TWO DAY's
Species Framing. with 8d Nails a 6' O.C. on edges and
12' D.C. intermediate framing. Provide 2x4 Blocking at 4*-0' BEFORE FRAMMING & ROOF DRYIN
O.C. in the first two framing spaces from endwalls. TO SCHEDULE INSTALLATION.
2. WALL SHEETING:
For Shear Walls use APA RATED Sheeting UNLESS NOTED OTHERWISE USE ONE 112'0 A36 STEEL THREADED ROD OR LB3 ON
(UNO). blocking all unsupported edges. See framing plan for lengths EACH SIDE OF ALL LOAD BEARING EXTERIOR CORNERS
of shear walls and the following nailing patterns. AND ON EACH SIDE OF ALL OPENINGS 6' OR GREATER.
Nail with 8d nails at 8' O.C. on edges and 12' O.C. on intermediate AND THEN AT 6' O.C. IN BETWEEN AND ALONG INTERIOR
framing UNLESS OTHERWISE NOTED.
D. WOOD FRAMING BEARING WALLS WITH UPLIFT LOADS OR UNLESS NOTED
I. All wood to be Group and Grade as specified or UNO on details. No OTHERWISE.
damaged wood to be used. USE ONE 112'0 A36 STEEL THREADED ROD @ 611C L
2. GROUP 11 & III wood species are to be used as specified EPDXY INTO SLAB WITH 3' MIN. EMBED04ENT INTO SLAB
according to *The National Design Specifications for Wood
Construction". AND THRU THE TOP PLATE SECURE WITH 112' HEX NUT
Group 11 Species: Southern Yellow Pine For Walls Over 10' Pl. Ht- W/ 2 X 2 X 1/8' WASHER FOR UPLIFT (-2400#
Group III SPF For Walls Up TO 10' PI. Ht. AND UNDER. AND W/ 3 X 3 X 1/4* WASHER FOR UPLIFT (-48000
3. Double Top plates shall lap no less than 48* with nail spacing at ADDITIONAL STRAPPING ON THE HEADERS IS ONLY NEEDED
10" and staggered. WHEN THE TOTAL UPLIFT EXCEED 20004's AS INDICATED
4. Plywood or OSB wall nail with 8d nails unless otherwise noted. ON SHEET S-2 OF FRAMING DETAILS.
5. Header and Stud Schedule to be used to determine the number of
header studs and adjacent full length studs, (UNO). ALL THE CONCENTRATED LOADS VILL USE A COMBINATION
6. Max. I' hole drilled into exterior structural studs. OF THE ABOVE ALONG WITH QGTIS AND ADDITIONAL STRAPS
7. Studs to be doubled at each end of shear walls. AS REQUIRED.
8. HIP SETS with 24'o.c. step down trusses may be sheathed with 7/16* THE TRUSS TO TOP PLATE CONNECTION VILL USE STANDARD
OSB without blocking the top chords provided the OSB strands are HURRICANE CLIPS AS SPECIFIED ON THE TYPICAL SECTION
oriented perpendicular to the step down truss". ON SHEET S-2.
PUN 9N-07.
a ci
BUILDER:
=Q f-
08 s
u
WATSON HOME BUILDERS
325 SAWMILL LANE
PONTE VEDRA BCH. FL 32082
(904) 273-5823
cf)
JOB INFORMATION:
PROJECT: �D C'ov
PLAN NO.2819
ra E-
JACKSONVILLE, FLORIDA
x
OCEAN GROVE 4
LOT: 11
-c c
cv
C
U)
z
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ENGINEERING:
BRACKETT & ASSOCIATES, INC. co
E— Z
CIVIL/STRUCTURAL ENGINEERS C)
JACKSONVILLE, FLORIDA 32250 �J-
cn
INDEX OF SHEETS:
ou
COVER SHEET------------------------------- 1 u
CALCULATION SHEET-------------------------- 1 Z
BEARING, SHEAR WALL, & FOUNDATION PLAN-----S-1 'o
U)
FRAMING DETAILS---------------------------- S-2
E—
DESIGN CRITERIA & CONNECTOR SCHEDULE------- S-3
UPLIFT SCHEDULE--------------------------- S-3 Plan Revisions
oll
ALL PLANS. DETAILS. AND NOTES ON THESE DRAWINGS ARE AUlt-
PROPRIETARY AND CAN NOT BE USED, TRANSFERED. OR
OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF New Plan DmLe
BRACKETT AND ASSOCIATES. INC. OR CHARLES T. BRACKETT 02/27/2002
/ Br CTB
c:,27- Ft!
PLAN NO.
2819
z
0
88
15'-3' i91-91
4
u <
u El -c E] 4'- 4- SWS
-—————————— -
T-1——————————— ----
10* FRAMED COL.
USE CONN. 419
36X36XI 2'FTG. A kfi
cc W/3 #5 S E.V. + 4A
6
:61
Wr S�'i
cza
AA
10' FRAMED COL. A
USE CONK 019
D
L- ZD 36X36XI2- FTG.
D
W/3 115's E.W.
-c co
cV= .0
L,
24X24XIO'FTCL o)
15'-4- W/2 115's E.V. ra
r r z
--T'T E—
I r rm YE
L j 8 <�
6X6 POST.
USE CONN #18
c
4
Y6XS6
M U E
C
D
ix 6
3'-11'
15'-5' ——— I- — — N
:'�A A A
4 T L� Sys—
u
—V-3
M-
Z-T
SECOND FLOOR 09
J
———— ——————————I---- -—————-
17--4-
r E—-(2)7 2M L"!g-7
T
4X4 POST
USE CONN. 918
E-
4" THK. 250OPSI CONC. SLAB : I —
W/ FIBERMESH CONCRETE OVER I I D Q.*
6 MIL VAPOR BARRIEROVER I D L)
CLEAN, WELL COMPACfED. �) -+-
A, TERMITE TREATED FILL. cli z
ED 0
U)
T--Ac
Plan Revisions
I j
ZE——————— ————————j
-6'=-D[-.SWS-
6 AUIS
21,
New Plan
02/27/2DOaOtg2
BY- CTB__
-2
PLAN
281
Z
0
-9
4
FAl A 4'- 4- SVS
--------- - ------------
U)
M
co
0
ALL PLANS. DETAILS, AND NOTES ON THIS DRAWING IS 0 1 3
PROPRIETARY AND CAN NOT BE USED. TRANSFERED. OR C'y
OTHERVINSE REPRODUCED WIITHOUT THE WRITTEN APPROVAL OF z
BRACKETT AND ASSOCIATES. INC. OR CHARLES T. BRACKETT
36X36X]2- FT(l
V/3 #5's E.W. 0 Is r..
�J4 -c
4 cy
10
In r I
24X24XIG'FTG.
cy
W12 15's E.W. 0 -Z
1- 0
U) z
0
F-1 a.
6X6 POST
A)l
USE CONN. us
I a�cc
J-)
6
USE WHOLE WALL SHEAR WALLS
41 1 ::,1
T 2! sla-
11�
-j I SHEAR WALL DESIGN:
V.
j 16.1---- Line A: USE 7/16* OSIB W/8d's 0 6" D.C. ON EDGES &
1 12* O.C. ON INTERMEDIATE AND WITHIN 12'
USE HD-1 0 EACH END OF SWS,
Line 8: USE 7/16' OSIB W/8d's 0 3' O.C. ON EDGES &
---- -- - 12" O.C. ON INTERMEDIATE AND WITHIN 12-
-C23-7XII -TTP-- USE HD-6 0 EACH END OF SWS.
4X4 POST--I Line C: USE 7/16' OSB W/8d's 04" O.C. ON EDGES
USE CONN. #18 12' O.C. ON INTERMEDIATE AND WITHIN 12'
USE HD-5 0 EACH END OF sws,
Line 1: USE 7/16' OSB W/8d's 06" D.C. ON EDGES & E-
I D 12' D.C. ON INTERMEDIATE FRAMING AND WITHIN 12-
-LA D USE HD- 2 0 EACH END OF SWS,
Line 2: USE 7/16' OSB W/8d's 0 4" D.C. ON EDGES &
12' D.C. ON INTERMEDIATE
USE HD- 5 0 EACH END OF SW&
Plan Revisions
AUlt
New Plan Date
02/27/2002
Sr CTB
SHENr NO.
S-1
PLAN�N
2819�0.
6
z
0
HURRICANE CLIP I EA. TRUSS LOCAT113N OT SPACING
TRUSS TIE TO F Ta CONNECTION (UNEI)
USE: CI) HCPLLfLR vi a -ows rOR (-5108
USE (2) HCPLL& W/ : -OW: fOR'(-I0E"
USE, C2) HCPLL&: W/ -8W . (I RTPGA812
wt 4 -164rs rOR (-16258
USE, (1) OGT W/ 18 -0.148 CASE HARD MAIL
FDR UPLIFT (-2600*
WW
172X4 82-PINE TOP PLATE U)
(1) TPP4 @ 32' D.C. D OIL.
12R (I)RTPGA816 @ 32' D.C.
0
�D
QQ
Z
W4' TLG PLYVMD SUWL13OR -9
mX w/ ows I 6111C. ON EDGES
AND Ir OZ- ON INTERMEDIATE FRAPUNG
:x
0 )ic
STUD 1st-STUD 2nd (I)RS150
W)MI-10d*s 0 32' D.C.
tv
OR (1) RTPGA&36 W/13-115d�\ cc
2: 10
2
>
cv
0 p v
Z
o
E— P'
BEAMS 'CC'
FAI 4'- V SWS
4'- 4- S1fS
(2) RTPGA824T K2) RTPGAR24T
�D
CT�
E-
U)
0
L)
z
Z
0
U I
Plan Revisionx
JIDE
5 BARS
GT2 RTOGAS24T
New Plan Date
02/27/2002
GD Iw- 61 Svs (—A) BY- CTB
SHM NO.
1 fal
PL2AaN1910.7
7/16' APA RATED SHEATHING
W1 8d NAILS AT 6' O.C. ON EDGES
ILE AND 12' Or- ON INTERMEDIATE FRAMING
41 O.C. ON PRE-ENGINEERED ROOF TRUSSES
C W/3-16e NAILS
riams AT 24' O.C.
ci
ING (IF (2X4) 9 MID HURRICANE CLIP @ EA. TRUSS LOCATION
UNTS TRUSS TIE TO TOP PLATE (SEE SCH.)
ENDS
USE (I)HCPLL/LR-W/S-Bd's FOR UPLIFT <-5109 C,
A FRAMING USE (2)HCPLL/LR-V/8-8d's FOR UPLIFT (-10208 u
USE (2)HCPLL/LR-W/8-8d's + (1) RTPGA812
W/4-16d's FOR UPLIFT (-16250
CHORD TO BALLOON, -0.148 CASE HARD NAILS
WL 0 EACH STUD 10 USE (1) QGT W/18
6' O.C. FOR UPLIFT (-26008
12Ws 0 EA END JACKS 7' LONG L SHORTER MAY BE
FASTENED TO TOP PLATE WITH ONLY
3-10d's TOE NAILEM DBL. 2X4 82-PINE TOP PLATE
OPTIONALl 11
LB2, OR LB3 @ 6' O.C. UNO
U)
OPTIONAL: #2
USE ONE 112'0 A36 STEEL ALL THREADED ROD
W/ 2 X 2 X 1/8* WASHER L NIUT AT TOP PLATE
W1 3' EMBEDMENT INTO SLAB AT 6' O.C. (UNO).
'AMING '01
NAIL 7/16' APA SHEATHING W/ 8Ds AT 6' O.C. ON
W. GABLE EDGES AND 12' O-C AT INTERMEDIATE FRAMING (UNO).
ES 0 24' (UNO) UNLESS NOTED OTHERWISE
z-
EMCING W13-16W MAILS 1 0
3)NNECTIDNS OPTIONAL: #3 cb
X BRACING OF C2X4) 6 KID OPTIONAL; #1
-V4 POINTS ROD
GABLE ENDS. LB2. OR LB3 @ 61 Or- UNO USE ONE 3/8'0 A36 STEEL ALL THREADED
W/ 2 X 2 X 1/8' WASHER L NIUT AT TOP PLATE
WITH ONE 112'0 A36 STEEL ALL THREADED STUD
2 X 4 P.T. BOTTOM PLATE Go ,
EPDXY W/ 3' EMBEDMENT IN SLAB @ 6' O.C. (UNO co
W.,EPDXY
IAPHRAGM FRMIK C04 PLA T E
C. FOR FIRST Ir I/L" DIA. X Er ANCHOR OR ALLTHRELAD A 112' TO 3/8' REDUCER COUPLING. cy 'o
N_L 7 C_ "in I
DC~ILER W/ 2 X 2 X I/Ir WASHERS @ 72* O.C. :7, ap
ty
PLATE 0 v
STUB VALL
U) o
AND BTK PLATES
CANTILEVER BOTTOM PLATE OVER EDGE CL
PL
:R OF SLAB I/r AND EXTEND SIDING I'
I ,
BELOW BUTT014 OF PLATE
G DE . RON BD ON
RA TO BE Ir POOL FROM BOTTOM x
OF SIDING
z
0 a 3-1114 OR 2-415-DIA. RE-BAR CONT.
161 12- 1 ONE STORY
161 16' 1 TWO STORY
TYP. WALL SEMON \�STEP �TG. FOR OPT. BRICK
RAMING
ALL PLANS, DETAILS, AND NOTES ON TH!S DRAWING IS
ROOF PROPRIETARY AND CAN NOT BE USED. TRAMSFERED. OR
OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF
BRACKETT AND ASSOCIATES. W_ OR CHARLES T. BRACKETT
TRUSS ROOF U)
2 X 4 BLOCKING BETWEEN TRUSSES 0
MAIL W/3-12d's INTO TOP PLATE TRUSS
E—
U
TT)M CHORQ OF TRtjSS 2 X 4 0 24' OLC. NAILED
NOAX� 80 c
T
T 2 X 4 W/2-10ds EA. END W/4-8ds TO TOP PLATE U)
HEADER I
OVER MITERED GLASS VNAIL BOTTOM CHORD OF TRUSS
SUSPENDED HEADER OVER TO 2 X 4 W12-8ds EA. END
FULL LENGTH NON—BEARING WALLS INTERIOR SHEAR WALL
STUDS
NTS
ROOF E-
INTERIOR SHEAR WALL FRAMING Plan ReVAion-
WALL PARALLEL TO TRUSSES
PRE-DESIGN 2 X 4 BLOCKING BETWEEN TRUSSES NTS
TRUSS /—MA& W/3-12d'. INTO TOP PLATE
VMAL 130TTOW CHOR9 OF TRUSS
T02 X 4 W/2-10dsEA. END New Plan Date
PORS "I-, HEADER OVER MITERED GLASS 02/27/2002
iTER SUSPENDED HEADER OVER BY: CT13
L.UN-0 NTS NON—BEARING' WALLS 6,� - SHUT N10-—
S-2
PlAN NO.
2819
LBI-W/(2) 112'0 X 3- LAG SCREWS
OR
LB2-V/(4) 3/8'0 X 3' LAG SCREWS
OR
LB3-V/(4) 5/16*0 X 3- LAG SCREWS
8
(2) 2 X STUDS
DBL STUDS @ ENDS
W/ OPT. 2'-G' LONG MIN.
2 X 2 X 1/8' WASHER 0 SCAB W/ 6- 12crs MIN.
DBL STUDS Iff ENDS 8' X 2' X 1/8' L-SHAPE A36 STEEL--------:
W/ OPT. 2'-0* LONG MIR 1120 HEX NUT AND
SCAB W/ 6- 12d's MIR 2 X 2 X 1/8' WASHER
(2) 2 X STUDS
1/2* 0 X 4-1/4' COMPRESS113N ANCHOR
OR 112' 0 X 5' ALL THREAD W/EPDXY---------�
W/ 2-112' EMBEDMENT MIN.
co
12. OR 1,133 1,131, LB2. OR LI33 1,131, LB2, OR 1,133 �D
VALL ELEV. STUD WALL SECTION STUD WALL ELEV.
DETAILS BOTTOM OF WALL CONNECTION DETAILS
zo 2- -c co
18 - .148 CASE HARD NAMS
z
(2755 LBS. UPUFT) cq
C4 ;-
18 - .162 KARS 0 E- 1
'16'0 HOLE �u GIRDER TRUSS 19 LBS. UPUFT) U)
iu
3/80 HOLE (1500 LBS. +) E-
0 0 QGT 14GA.
GALV. METAL TIE
0 0
3"0"XI/4' WASHER
.0 HOLE
5/8'0 HOLE
-T"2. 11/16- ROUND HOLE 1/2- STUL ROD
1,133 DRUJED IN TOP
4
9 LBS* UFU"-r'
,HER
S*ISEL ROD
PtATE INSTALLATION - "QGT" QUICK GIRDER nE
AT30 SIMPSON EPDXY UPLIFT CONNECTORS
FOR CONCENTRATED
GTI USE (I)OGT W/l/2'0 ALLTHREAD -2150*
GT2 USE (I)QGT W/l/2'0 ALLTHREAD -3055* E— U
LB2 SPACING V/<l)RTPGA812T MIN. @ TOP C4 V)
V/(l)LB3 @ BOTTOM. u x
STUD MAX CAPACITY GT3 USE (I)QGT V/1/2'0 ALLTHREAD -41008 z 0
SPACING SPACING PER TRUSS V/Q)RTPGAB28T MIR @ TOP L
W/(I)LB3 @ BOTTOM.
V) W
6 81-01 O.C. 0 - 536# GT4 USE (2>GGT V/1/2'0 ALLTHREAD -6000* W Z
5 6'-B' O.C. 536 - 643* W/(l)RTPGA828T MIN. @ TOP L Z
W/(I)LB3 @ BOTTOM. 0
4 5'-4' O.C. 643 - 805* ALL PLANS. DETAJLS, AND NOTES ON THIS DRAVANG IS u
3 4-0' O.C. 805 - 1072* PROPRIETARY AND CAN NOT 13E USED. TRANSFERED. OR Plan Revisions
2 2'-B' O.C. 1072 - 16069 OTHERwSE REPRODUCED WATHOUT THE WRITTEN APPROVAL OF
BRACKETT AND ASSODATES. INC. OR CH.ARLF:S T. BRACKETT
1 1'-4' O.C. 1606 - 214 8
-- MAX CAPACITY
0 01-01 O.C. 21444 LB1-W/(2) 112*0 X 3' LAG SCREVS 16,504
LB2-V/(4) 3/8"0 X Y LAG SCREWS 22124
LB3-W/(4) 5/16'0 X 3- LAG SCIREWS 178ft New Plan Date
LB4-W/(6) 3/8*0 X 3- LAG SCREWS 33182 02/27/2002
LB5-V/(6) 5/16'0 X 3' LAG SCREWS 26790
Br. CTB
FSHEET HO.
S-
FORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: WATSV< 2,1 A,I Builder: WATSON HOME BLDRS.
Address: Lot: , Sub: Plat: Permitting Office:
City, State: Permit Number:
Owner: 6STER PLAN 1>e 2-14 Jurisdiction Number:
Climate Zone: North
I. New construction or existing New - 12. Cooling systems
2. Single family or multi-ramily Single family _ a. Central Unit Cap:41.5 kBtu/hr -
3. Number ofunits.if multi-famil� I - SEER: 12.00 -
4. Number ofBedrooms 4 - b. N/A -
5. Is this a worst case? Yes - -
6. Conditioned floor area(ft) 2037 W c. N/A -
7. Glass area&type - -
a. Clear-single pane 0.0 W - 13. Heating systems
b. Clear-double pane 394.0 Ft' - a. Electric Heat Pump Cap:40.0 kBtuihr _
c. Tint/other SC/SHGC-single pane 0.0 rtz - HSPF:7.50 -
d.Tint/other SC/SFIGC-double pane 0.0 ftz b. N/A -
8. Floor types - -
a. Slab-On-Grade Edge Insulation R=0.0, 188.0(p)1`1 _ c. N/A -
b. Raised Wood.Adjacent R=1 1.0,275.0111 - -
c. N/A 14. Hot water systems
9. Wall types - a. Electric Resistance Cap:50.0 gallons _
a. Frame,Wood,Exterior R=1 1.0, 1878.0 t12 - EF:0.88 -
b. Frame,Wood.Adjacent R=1 1.0.222.0 FF - 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, 1076.0 t12 - 15. HVAC credits -
b. Single Assembly R=19.0.408.0 W - (CF-Ceiling fan,CV-Cross ventilation,
c. Under Attic R=19.0,380.0 W HF-Whole house fan.
11. Ducts - P'r-Programmable Thermostat,
a. Sup: Unc. Ret:Con. AH: Interior Sup. R=6.0,250.0 ft - RB-Attic radiant barrier.
b. N/A MZ-C-Multizone cooling.
MZ-H-Multizonc heating)
Glass/Floor Area: 0.19 Total as-built points: 27565.00 PASS
Total base points: 29090.00
I hereby certify that the plans and specifications covered Review of th e plans and ,VitE Sr
by this calculation are in compliance with the Florida specifications covered by this 0 4P
0
Energy Code. calculation indicates compliance
F� ox
with the Florida Energy Code.
PREPARED BY: Craig M. Daly I �
Before construction is completed 04
DATE: Z,1 Zk3l DZ.- this building will be inspected for
I hereby certify that th is build' s desi d, is in compliance with Section 553.908 On
compliance with the FlCo . a Energ Code. Florida Statutes.
OWNER/AGENT: 7E n�L I , BUILDING OFFICIAL:
DATE: 2,/66k o-2- DATE:
EnergyGauge@(Version: FLRCNA-200)
From:C.CALY (904)642-0401 To:Dale W Date:3/1/02 Time:8:08:10 AM Page 3 ot 9
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRES& -1-1 9 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 2141.0 33.05 12738.6 Double,Clear SE 1.3 5.0 30.0 40.86 0.87 1062.7
Double,Clear SE 1.3 4.0 21.0 40.86 0.80 688.6
Double,Clear SE 1.3 4.0 4.0 40.86 0.80 131.2
Double,Clear SW 5.0 5.0 19.0 38.46 0.49 358.4
Double,Clear SW 1.3 5.0 40.0 38.46 0.87 1336.9
Double,Clear SW 1.3 5.0 20.0 38.46 0.87 668.5
Double,Clear NW 1.3 6.0 40.0 25.46 0.94 959.7
Double,Clear NW 1.3 5.0 42.0 25.46 0.92 978.8
Double,Clear NW 1.3 5.0 45.0 25.46 0.92 1048.8
Double,Clear NE 1.3 5.0 45.0 28.72 0.91 1175.8
Double,Clear NE 1.3 4.0 6.0 28.72 0.86 148.8
Double,Clear NE 1.3 5.0 147.0 28.72 0.91 3840.9
As-Built Total: 459.0 12399.0
WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points
Adajcent 156.0 0.7 109.2 Frame,Wood,Exterior 11.0 1990.0 1.70 3383.0
0.70 109.2
Exterior 1990.0 1.70 3383.0 Frame,Wood,Adjacent 11.0 156.0
Base Total: 2146.0 3492.2 As-Built Total: 2146.0 3492.2
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0
w Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8
Base Total: 38.0 1165.2 As-Built Total: 38.0 110.8
Points
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM
Under Attic 1132.0 0.60 679.2 Under Attic 30.0 616.0 0.60 369.6
Under Attic 19.0 516.0 1.10 567.6
Under Attic 19.0 333.0 1.10 366.3
Base Total: 1132.0 679.2 As-Built Total: 1465.0 1303.5
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points
Slab 190.0(p) -37.0 -7030.0 Slab-On-Grade Edge Insulation 0.0 190.0(p) -41.20 -7828.0
Raised 185.0 -3.99 -738.2 Raised Wood,Post or Pier 185.0 185.0 0.77 141.7
Base Total: -7768.2 1 As-Built Total: -7686.3
From:C.iALY (904)642-0401 To:Dale W. Date:3/1/02 Time:8:08:10 AM Page 4 of 9
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: . . . PERMIT#�
BASE AS-BUILT
INFILTRATION Area X BSPM = Points Area X SPM = Points
2141.0 10.21 21859.6 2141.0 10.21 21859.6
Summer Base Points: 31166.7 Summer As-Built Points: 31478.8
TotalSummer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
31478.8 1,000 1.047 0.284 1.000 9373.9
311 G6.7 0.3673 11136.8 31478.8 1.00 1.047 0.284 1.000 9373.9
I-A 11 -1A
Page 5 oi 9
From:C.DALY (904)642-0401 To:Dale W. Date:3/1/02 Time:8:08:10 AM
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRES& , I I 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 2141.0 9.76 3763.2 Double,Clear SE 1.3 5.0 30.0 5.33 1.11 177.4
Double,Clear SE 1.3 4.0 21.0 5.33 1.18 131.6
Double,Clear SE 1.3 4.0 4.0 5.33 1.18 25.1
217.9
Double,Clear SW 5.0 5.0 19.0 7,17 1.60
7.17 1.07 306.5
Double,Clear SW 1.3 5.0 40.0
7.17 1.07 153.3
Double,Clear SW 1.3 5.0 20.0
Double,Clear NW 1.3 6.0 40.0 14.03 1.00 562.3
1.3 5.0 42.0 14.03 1.00 591.4
Double,Clear NW
Double,Clear NW 1.3 5.0 45.0 14.03 1.00 633.7
Double,Clear NE 1.3 5.0 45.0 13.40 1.01 607.4
Double,Clear NE 1.3 4.0 6.0 13.40 1.01 81.4
Double,Clear NE 1.3 5.0 147.0 13.40 1.01 1984.3
As-Built Total: 459.0 5472.3
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adajcent 156.0 3.6 561.6 Frame,Wood, Exterior 11.0 1990.0 3.70 73610
1990.0 3.70 7363.0 Frame,Wood,Adjacent 11.0 156.0 3.60 561.6
Exterior
Base Total: 2146.0 7924.6 As-Built Total: 21146.0 7924.6
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0
Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0
Base Total: 38.0 453.0 As-Built Total: 38.0 312.0
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points
Under Attic 1132.0 1.20 1358.4 Under Attic 30.0 616.0 1.20 739.2
Under Attic 19.0 516.0 2.00 1032.0
Under Attic 19.0 333.0 2.00 666.0
Base Total: 11132.0 1358.4 As-Built Total: 1465.0 2437.2
FLOORTYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 190.0(p) 8.9 1691.0 Slab-On-Grade Edge Insulation 0.0 190.0(p) 18.80 3572.0
Raised 185.0 0.96 177.6 Raised Wood,Post or Pier 185.0 185.0 0.88 162.1
Base Total: 1868.6 1 As-Built Total: 3734.1
A
From:C.PALY (904)642-0401 To:Dale W Date:3/1/02 Time:8:08:10 AM Page 6 ot 9
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: . . . PERMIT#:
BASE AS-BUILT
INFILTRATION Area X BWPM = Points Area X WPM = Points
2141.0 -0.59 -1263.2 2141.0 -0.59 -1263.2
Winter Base Points: 14104.6 Winter As-Built Points: 18617.0
TotalWinter X System Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
18617.0 1.000 1.064 0.455 1.000 9006.3
14104.6 0.6340 7631.8 18617.0 1.00 1.064 0.466 1.000 9006.3
Tw ftol A I---Oro"A nT
From:C.(5XLY (904)642-0401 To:Dale W Date:3/1/02 Time:8:08:10 AM Page 7 of 9
FORM 60OA-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , I I 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
4 2746.00 10984.0 50.0 0.88 4 1.00 2746.00 1.00 10984,0
1 As-Built Total: 10984.0
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water Total
Points Points Points Points I Points Points Points Points
11136.8 7631.8 10984.0 29661.71 9373.9 900G.3 10984.0 29364.1
PASS
.111E S74
O�
cl�
00 WIF
1. I-A
From:C E�ALY (904)642-0401 To:Dale W Date:3/1/02 Time:8:08:10 AM Page 8 oi 9
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 CHEC
Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfrTVsq.ft.window area;.5 cfnVsq.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/boftom 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.
I that is sealed
EXCEPTION:Frame floors where a continuous infiltration barrier is instal ed
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 space,tested.
Mulb-story Houses 606.1ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
NFPA,
Additional Infiltration reqts 606.I.ABC.1.3 Exhaust fans vented to outdoors,dampers:combustion space heaters comply with
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHEC
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or cleady marked circuit
breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required.
SoMmming 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%.
Showerheads 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-1 1 or CBS R-3 both sides.
-11.
Common ceiling&floors R
TU M A A
Date:3/1/02 Time:8:08:10 AM Page 9 ot 9
From:C DALY (904)642.0401 To:Dale W
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* 82.1
The higher the score,the more efficient the home.
I New construction or existing New - 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit Cap:46.5 kBtu/hr -
3. Number of units,if multi-familY I - SEER: 12.00 -
4. Number of Bedrooms 4 _ b. N/A -
5. Is this a worst case? Yes - -
6. Conditioned floor area(111) 2141 W c. N/A -
7. Glass area&type - -
0.0 fl2 13. Heating systems
a. Clear-single pane ft2 - Cap:47.0 kBtujk
b. Clear-double pane 459.0 - a. Electric Heat Pump -
0.0 ft2 HSPF:7.50 -
c. Tint/other SC/SHGC-single pane -
d. Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A -
8. Floor types -
a. Slab-On-Grade Edge Insidation R=0.0, 190.0(p)ft - c. N/A -
b. Raised Wood,Post or Pier R=185.0, 185.0ft2 _ -
c. N/A 14. Hot water systems
a. Electric Resistance Cap:50.0 gallons _
9. Wall types -
a. Frame,Wood,Exterior R=1 1.0, 1990.0 fl2 _ b. N/A EF:0.88 -
ft2
b. Frame,Wood,Adjacent R=I 1.0, 156.0
c. N/A
c. Conservation credits
d. N/A
e. N/A (HR-Heat recovery,Solar
DHP-Dedicated heat pump)
10. Ceiling types
a. Under Attic R=30.0,616.0 ft2 15. HVAC credits
ft2
b. Under Attic R=19.0,5 16.0 (CF-Ceiling fan,CV-Cross ventilation,
c. Under Attic R=19.0,333.0 ft2 HF-Whole house fan,
11. Ducts PT-ProgrammableThermostat,
a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,325.0 ft RB-Attic radiant banier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has compiled with the Florida Energy Efficiency Code For Building E S 7-4
Construction through the above energy saving features which will be installed(or exceeded)
in this home before final Inspection. Otherwise,a new EPL Display Card will be completed
based on installed Code c I' t f t
Builder Signature: Date:
Address of New Home:- :56�VAJBLr, goNl) City/FL Zip: 00 WE
*NOTE:The home's estimated energy performance score is only available through the FLAIRES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86for a US EPAIDOE EnergyStar Tesignation),
your home may qualifyfor energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf.edufor n ruction,
ormation about Florida's Energy Efficiency Code For Building Co st
information and a list of certified Raters. For inf
contact the Department of Community Affairs at 8501487-1824.
VT D r-KT A 'InnN
From:C.6ALY (904)642-0401 To:Dale W. Date:3/1/02 Time:8:12:54 AM Page 1 of 3
ResmanuJ(c) Version 3
RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION
(BASED .ON A.C.C.A. MANUAL J - EIGHTH EDITION (c) 1998 by A.C.C.A. )
--------------------------------------------------------------------------------------------
..roject WATS2141 jPrepared by:
.ddress NULL
'ity
NULL
tate/Zip- NULL NULL
wner NULL ITEL:
,uilder WATSON HOME BLDRS. IFAX:
VAC Contr : lemail:
--------------------------------------------------------------------------------------------
Cond Floor Area = 2141 ITotal Glass Area = 459
Conditioned Floor Area to Total Glass Area Ratio = 21.4%
--------------------------------------------------------------------------------------------
USA Climatic Conditions & Design Conditions
--------------------------------------------------------------------------------------------
Geographical Location I Jacksonville AP, Florida
North Latitude / Elevation 300 24Ft. Above Sea Level
Outdoor Winter Dry Bulb 320
Indoor Winter Dry Bulb 70-
Winter Temperature Diff. (wTd) 380
Outdoor Summer Dry Bulb 940
Outdoor Summer Wet Bulb 77-
Outdoor Summer Hum. Ratio Gr/Lb 42
Indoor Summer Relaltive Hum. 50%
Indoor Summer Design Gr/Lb. 49
Indoor Summer Dry Bulb 75-
Summer Temperature Diff. (sTd) 190
Summer Daily Range 190 (Medium Deviation)
------------------------------------------
- -------------------------------------------------
HEATING SUMMARY l.ENB COOLING SUMMARY
------------------- ---- ------- - ----- - ------- ------- -
:. UBTOTAL 35520.2 STRUCTURE SENSIBLE 25584.7
+ 2400.0
OCCUPANTS
APPLIANCES + 1200.0
SUBTOTAL SENSIBLE 29184.7
+ 1776.0 1 DUCT GAIN + 2918.5
.,,UCT LOSS 32103.2
��'OTAL LOSS 37296.2 TOTAL SENSIBLE
(ECHANICAL VENT.- 50 CFM 2090.0 MECHANICAL VENT.- 50 CFM 1045.0
TEMP-SWING 3.0-@ 95- x 1.0
39386.2 MINIMUM EQUIPMENT SENSIBLE 33148.2
AINIMUM EQUIPMENT LOSS
--- ----------------------------------------------- --------------------------------------------
0% OVERSIZE LOSS 7877.2 20% OVERSIZE SENSIBLE 6629.6
:-,,QUIPMENT LOSS + 39386.2 1 EQUIPMENT SENSIBLE + 33148.2
':JAXIMUM EQUIPMENT LOSS 47263.4 MAXIMUM EQUIPMENT SENSIBLE 39777.8
--------------------------------------------
- ---------------------------- ------------------
TOTAL LATENT 6365.2
+ 33148.2
I EQUIPMENT SENSIBLE
I EQT.SENSIBLE + LATENT 39513.4
-----------------------------------------------------------------------------------------------
AIR FLOW FACTORS
---------------------------------------------------------------
34.5 COOLING FACTOR (BTUH/CFM) 17.3
'EATING FACTOR (BTUH/CFM)
1710.7
EATING CFM 1140.1 COOLING CFM
- --------------------------------------------------------------------------------------------
EQUIPMENT SELECTION
--------------------------------------------------------------------------------------------
QT. MANUF SENSIBLE CLG (BTUH)
''U MOD # LATENT CLG (BTUH)
HU MOD # TOTAL CLG (BTUH)
EATING INPUT (BTUH) I TONAGE
%EATING OUTPUT (BTUH) I (S)EER
'EATING CFM (BTUH) I COOLING CFM
FUE/HSPF TYPE
-----------
From:C.DALY (904)642.0401 To:Dale W. Date:3/1/02 Time:8:12:54 AM Page 2 of 3
Calculation Procedures A,B,C,D
Procedure A Winter Infiltration HTM
- -------------------------------------------------------------------------------------------
1. winter Infiltration CFM Envelope Evaluation #3 (Very Good)
.65 Air Changes per hour x 17128 Cubic ft. x .0167 185.9 CFM
2. Winter Infiltration Btuh
7771.6 BTUH
1.1 x 185.9 CFM x 38 Degrees Winter TD
3. Winter Infiltration HTM 16. 9 HTM I
7771. 6 Btuh / 459 Sq.Ft of total Glass & Door areas
Procedure B Summer Infiltration HTM
-------------------------------------------------------------------------------
1. Summer Infiltration CFM Envelope Evaluation #3 (Very Good)
.3 Air Changes per hour x 17128 Cubic ft. x .0167 85.8 CFM I
Btuh
2. Summer Infiltration 1793.5 BTUH
1.1 x 85.8 CFM x 19 Degrees Summer TD
3. Summer Infiltration HTM 3.9 HTM
1793.5 Btuh 459 Sq.Ft of total Glass & Door areas
Procedure C Latent Infiltration
-----------------------------------------
2659.2 BTUH
0. 68 x 49 grains difference @ 50 RH x 85.8 CFM
Procedure D Equipment Sizing
------------
- -------------------------------------------------------------------------------
1. Sensible Sizing Load
Sensible Ventilation Load 1045.0 BTUH
1.1 x 50 VENT CFM x 19 Degrees Summer TD + 25584.7 BTUH
Sensible Load for Structure
26629.7 BTUH
Sum of Ventilation & Structure Loads
g Multiplier (3.0*@ 95*) x 1.0 RSM
Rating & Temperature Swin
26629.7 BTUH
Equipment Sizing Load Sensible
2. Latent Sizing Load
Latent Ventilation Load 1666.0 BTUH
0.68 x 50 VENT CFM x 49 differance
+ 1840.0 BTUH I
Internal Loads = 230 Btuh x 8 people
+ 2856.9 BTUH
Infiltration Load from Procedure C
6365.2 BTUH I
Equipment Sizing Load Latent
From:C.(JALY (904)642-0401 To:Dale W. Date:3/1/02 Time:8:12:54 AM Page 3 oi 3
Abbreveations
Glass/Windows
S.C.= Single Clear S.T. = Single Tint I S.R. = Single Reflective
D.C.= Double Clear D.T. = Double Tint D.R. = Double Reflective
T.C.= Triple Clear T.T. = Triple Tint T.R. = Triple Reflective
Shdg= Shading I Ovhg = Overhang Btm = Bottom I Hgt Height I Sc = Shading Coefficient
* Inside Shading
N.S.= No shades D/B = Drapes or Blinds R.S. = Roller Shades
Other
Whtm = Winter Heat Transfer Multiplier Shtm = Summer Heat Transfer Multiplier
Infiltration Vs: l. .Sub Standard/Poor 2. .Standard I 3. .Better I 4. .Excellent
--------------------
--------------------
Building Componet Heat Loss & Gain Calculations
lir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh
741.0 19. 6 588.0
-No Shdg Fctr D.C. R.S. 1.33333333333333 5.0 n/a 1.0 30.0 24 .7
-No Shdg Fctr D.C. R.S. 1.33333333333333 4 .0 n/a 1.0 21.0 24.7 518.7 19.6 411. 6
-No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 4.0 24.7 98.8 19. 6 78.4
-Shaded Area D.C. R.S. 5.0 5.0 4 .1 1.0 16.1 19.6 315.6
-Solar Area D.C. R.S. 5.0 5.0 4.1 1.0 2. 9 58.6 169.9
-Total Area D.C. R.S. 5.0 5.0 4 .1 1.0 19.0 24.7 469.3
--------------------------------------------------------------------------------------------
-Shaded Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 4.4 19.6 86.2
-Solar Area D.C.
R.S. 1.33333333333333 5.0 4.0 1.0 35. 6 58.6 2086.2
-Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 40.0 24 .7 988.0
------------------------------------------------------------------------ ----------------------
-Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 2.2 19.6 43.1
-Solar Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 17.8 58. 6 1043.1
-Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 20.0 24.7 494.0
--------------------------------------------------------------------------------------------
-All Shaded D.C. R.S. 1.33333333333333 6.0 5.0 1.0 40.0 24.7 988.0 19.6 784.0
-All Shaded D.C. R.S. 1.33333333333333 5.0 4.0 1.0 42.0 24 .7 1037.4 19. 6 823.2
-All Shaded D.C. R.S. 1.33333333333333 5.0 4.0 1.0 45.0 24 .7 1111.5 19.6 882.0
- --------------------------------------------------------------------------------------------
-Shaded Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 4. 9 19. 6 96.0
-Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 40.1 58.6 2349. 9
-Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 45.0 24.7 1111.5
--------------------------------------------------------------------------------------------
-Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 0. 9 19. 6 17.6
-Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 5. 1 58.6 298. 9
-Total 3.0 1.0 6.0 24 .7 148.2
Area D.C. R.S. 1.33333333333333 4.0
---------------------------------------------------------------------------------------------
19. 6 313.6
-Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 16.0
-Solar Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 131.0 58. 6 7676. 6
-Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 147.0 24.7 3630. 9
--------------------------------------------------------------------------------------------
..'lass Infiltration: 459.0 15. 6 7160.4 3.6 1652.4
;lass Sub Totals: 459.0 18497.7 19716.3
'omponet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh
3.4 6766.0 2.0 3980.0
_.00d Stud Exterior 11.0 1990.0
.1ood Stud Adjacent 11.0 156.0 3.4 530.4 1.5 237.1
Core/Metal Exterior n/a 20.0 22.4 448.0 13.3 266.0
� nsulated Core/Metal Adjacent n/a 18.0 15.5 279.0 9.8 176.4
':*ioor Infiltration: 38.0 15. 6 592.8 3.6 136.8
71ab on Grade 0 190.0 30.8 5852.0 0 0
'.sd Wood - Post or Pier 185.0 185.0 0.3 55.5 0 0
-� oncrete Roof w/Dropped Ceiling 30.0 616.0 1.3 800.8 0.5 308.0
:.oncrete Roof w/Dropped Ceiling 19.0 516.0 2.0 1032.0 0.9 464.4
oncrete Roof w/Dropped Ceiling 19.0 333.0 2.0 666.0 0. 9 299.7
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