Permit 1630 Francis Ave JOBADDRESS TYPE WORK
PROPERTY OWj TEL �MONE
CON7R4CTO TEL KPHOAW
PERWTATOMER DATE
IMPEC77ONS. FOOTVVG zz,2-2
TIE BE"
LEWEL
NALUNGMEATHMG
FRAMWGICOVER UP 2 -9
.MULATION q--7 , 9
FWAL BULLDLVG / I — I �? 7
CEIMFICATEOFOCCUPANCY
Ef. C7WC4L PFAWD I S�(o '4 1
EVSPECHONS ROUGH
FMAL
AMCHANIC4L FERNM t S(::,-7
EVSPEC77ONS ROUGH 9-s-ig
FWAL
PLUAIMNG PERIM
EVSPECI70NS ROUGHAWDER SLJB 7-1q-9�
TOPOUT 6i - 3 -vq
WATERISERTR lo.za&/,?
MAL
NOM
BUILDING, PL4iVNLVG,4iVD ZONING [IWECTIONDEPARTVENT
UTYOFA TL-4iVTIC BE-4CH, FLORIDA
CERTIFIC4 TE OF OCCUPANCY
WORXSHEET
-'laze Recueszet:
3', 1 1 nc-: Numter : 2
C:7::
'-e-7,S Z� -:-.e Ce=j� =nt
as
- cwes:
r e C7 I r ed a3
B EFC RE ISS UING TE CF 0 CCLIPA NC Y THE FC L-1 0 WNG MUS T BE COMPLETE
qy
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FLOODPLAIN DEVELOPMENT INFORMATION
Location:: /�I.;Alel -s
Type of Development:
Flood Zone: x
Required Lowest Floor Elevation:—
If building is located within a flood haza d 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.
COM[tvIENTS:
Applicant Acknowledgment: I Linderstand that the issuance of this Oermit is contingent upon
the above information being correct and that the plans and supporting data have been or shall be
provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11
and all other laws or ordinances affecting the proposed development.
Date Applicant's Signature e4-4L
Department Use:
Required Lowest Floor Elevation
As Built Lowest Floor Elevation s-, 0
Survey Filed with Building Department
,C), � , IK
Building Department Represent—a-Rivie—
Tertifirate of (Orrupaurg
(litu of
Atlantic Near4 — Mariba
VtVartmut of Nuffbing Inspation
This Certiftcate issuedpursuant to the requirements ofSection 103.8 of the Southern Standard
Building Code certiffing that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use For the following.
Use Classification Single Family Residence Bldg.Permit No. 17978 —
Group w.frame Type C.Ormfudlion s fa Flye Djt,jj Atlantic Beach
owner of Building Beaches Habitat Address Atlantic Beach, FL 322'13
BuildingAddress L'–Q.,--;S A%yp- Locality Atlantic Beach, FL 3223
Co-lc DON G. FORD
Date: 12 ::12
POST IN A CONSPICUOUS PLACE
A
----------------------- - -
Tatificatt of
(fitu of
Atlantic iltac4 — floriba
Department of Nuilbing Inspection
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following. 18142
Single Family Residence Bldg.Permit No.
Use Classification
Group 1��*f�KaMe Type Construction Bf—a FireDistrict Atlantic Beach, FL 32233
OwnerotBuilding Beaches Habitat Addre"Atlantic BNtch, FL 32233
BuildingAddress 11630 Francis Ave Locality Atlantic Beach, FL 32233
By: —DON.. FORD
Building Official Date:
POST IN A CONSPICUOUS PLACE
MAP SHOWING BOUNDARY SURVEY OF,
LOT 7, FRANclscoTIEREPLAT AS RECORDED 1AtPtAT BOOK 52, PAGES 4.9 AND 49A OF THE PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA,
81ocle IS, C.# Don1mriv Xd16d1wj1,i1?, Show.?
008al NalIXI&deal In) pll$' i�ko.lrof
Fo 00 "Iro n A* /Wxr
I'D* r-aund4lrq wncrew
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10'd4fA Easement
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/-=MY RESIDENCE
ivlry mvin slomis
wi
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k LEGEND
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EAEE DEAlOrES J4CK3aWXLE ELEC7W
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&TL DE#oms sawwo Resmlcrlav Lw oy�pzdr w,
pe Dmoms Pur woK
PG D&VrES PACE
cow DOWTES COACRETE
ONA/461? ROAD
WES: R1d'qr'ar-iVdy JV10r1l;4R1e,,
BURAW ARE BASED all 7HE 5011rH LAC
OF L o r 7 As saw jw es om vow a Y PLA 7.
Tmw m4 y oE REs7wnw Lws om EAsodsm mA r
A"rC r rfN PAWPERTY 8 Y 2DMW OR REVOROW AV 7W
PuxK REcows oor nw couvry 7m r Aw Nor smom
QV 7W StOWY
7W PROMrY LES MI FLOW ZOAC"X"BY FLOOD M4PS
REVASED 411710A. COAWWrY PAAEL AAa 120075 OM A
FMVW FLOOR ELEW771ON fiASW ON NATY"L GEODE77C
PER71CAL D*nW-#*WW PREPARED FOR 7HE SENEFIr OF:
MAR Y ELIZABE TH SMITH;
matur aw mommry OF THE jAcKsoNoLLE Bucws d1ble
WACWSAWNW,
C CITY OF
SOO SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
TELEPHONE(904) 247-5800
FAX (904) 247-5805
SUNCONI 852-5800
DATE//42- F 9
JEA Construction & Maintenance
2325 Emerson Street
Jacksonville, FL 32207
Attention: Connie
Re: Final Electrical Inspections
Dear Connie:
Final Inspections on the following locations have been completed and approved:
PERMIT NO. ADDRESS
8�' L4 0
13f"?a"n C&I
Please call me at 904-247-5826 if you have any questions.
Sincerely,
ATLANTIC BEACH BUILDING DEPARTMENT
CITY OF
T
800 SEMINOLE ROAD
ATLANTIC BEACH. FLORDDA 32233-5445
TELEPHONE(904)247-5800
FU("4)247-5N5
NOTICE
TO: Water Department
FROM: Building Department
DATE: // - Z 2- - F'9-
Please be advised that the final building inspection has been
completed on each of the following addresses and cons 1--ruct-ion water
is no longer needed:
Permit Number Address
42- 0
1-7 7 �Zr an d,�,'4
Sincerely,
63�r
Building Department
CITY OF ATLANTIC jL§&C-9 PERMIT CALCULATION"-�HEET
A ddr ess
C,a r-e 4/ 7
Heated Sauare Footage G (I @ e-r s q, f:t = Y,
Garaae/She(i 0 (. $ e r s z:z = S
C a-1-p o r t/P o r ch. 5-0 �a / ,7-ccj p t 3 -0
e c (�c S per sc; f S
?a r.i o 6 �,i
Q e 1: S- r f-t S
TOTAL VALUATION : S-Y
�7—z Z 7-5�z
Tc;:al Val ation 1st. S
C)
'7/0
Remainincr Value sx�-- per
thousana
o r n a r t-i o n t-1-J.e r e 0 it
TOTAL BUILDING FEE S
+ � / ` F' Iina Fee
Firenlaces @ $15 � 00
BUILDINC-3 PERMIT FEE
WATER IMPACT FEE S-0 0 0
SEWER IMPACT FEE S S-C, C(,-)
WATLEF METER/'T-;'.P C U-1
7
CAPITAL I.MPROVEMENT
S Evq E R T 7�P
R A L'i 0- H R S 0 0 6
SECTION H PAVING
H'-7 IT,R_,�j U 7 7 C
Ail SHARES
CROSS CONNECTION S C)
/06(d) SURCH-R-E . 00
OTHER
GRAND TOTAL DUE G
ADDITIONaL PERMITS OR FEES : Mechanical
Electric/New Electric./Temr, � SwimmingPool
SepiCic Tank 'Well
Sign Finish Floor Elevation
Survev— Other
CALCULATIONS and/or NOTES :
lop
6411
ON
0
01\1
A0\,
'Co
love 11 b ,11�1 ,
-on:
Pe. 00
\oe
F-n ix a I i< z ax,C U x:t 1 xk a a c 9 a c v 2 f=<A z h ex-p au m., a Please update
your records accordingly.
BUILDING CLERK
CITY OF ATLANTIC BEACH
/vcb
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
$00 Seminole Road-Atlanfic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877
ELECTRICAL PERMIT
PERMIT]NIFORMATION LOCATION INFORM
4ATIO-N
Permit r: 18641 Address: 1630 FRANCIS AVENUE
Permit Type: ELECTRICAL ATLANTIC BEACH, FL.32233
Class of Work: NEW Township: Range: Book: 50
Proposed Use: SINGLE FAMILY Lot(s):7 Block: Section:
Square Feet: Subdivision: FRANCIS COVE REPLAT
Est Value: 47,754.00 Parcel Number: LOT 7 FRANCIS COVE REPLA
Improv. Cost: OWNER INFORMATION
Date Issued: 8/12/1999 Name: BEACHES HABITAT
Total Fees: 45.00 Address: P. 0. BOX 50939
Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240
Date Paid: 8/12/1999 - Phone: L904)241-1222
Work Desc: CS2/0 I NAMPS 1 PH 3W 246V–2-1?2nRW A NEW RESIDENTIAL SERVICE
AC TEES
-CONTR TOR APIAL
A PLUS ELECTRICAL Aq--A PERMIT 45.00
'-fts"cdons Required
ROUGH EL�&RIC FINAL ELECTRIC
NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLYWITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF TMS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$45.0014
ATLANTIC BEACH AUILDINGT—t—�. Date: 8/12/99 81 Receipt: 0078425
CHECKS 4898
CITY OF ATLANTIC BEACH, FLORIDA
A"vvv"by PLICATION FOR ALICTRICAL PARMlY
L I i
TO THE CHIEF ELECTRICAL INSFECTUM,; OATL.
1 1
MPORTANT NOTIC[i
IN CONSIDERATION OF PERMIl' -Z.AVEN FOR DOING THE WORK AS DESCRIUEU IN 111C tOLLOWING, WL
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED I'LANS AND SPICIF CATIONS,
WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, Coas A2 cITY Of
ATLANTIC BEACH ORDINANCES.
Vla
IC92
2]u,,e,, LIM+AWT10 ILE
?� -)
NAMl&Qd2XL LW)4aLA0DRESS:E - VIC RFL)-DOX---
BLDG.fizz -09TWE&N.
AtS. APT.( cow,( I MMLIC ( I INDUS. NgWlwr ULU ( I REVY,
ADDITION TRAILER TEMP.I SIGNS -SU. FT.
SARVICE; NEW("NCREAN REPAIR ( F E 11-
cm2mon lixt /o AWS COPPER I ALWM,
aMT21 2H BaLAK a C) _&o V6VOLT nACLIYA-
EXffA May,fjzg AMPS RACKWAY
PEEDI" NO. sizo NO, 31ZE-* - ' - -I-NO. SIZE
LIGHTING OUTLIFTS CONCEALED OPEN TOTAL
RECEPTACLKS CONCEAL'Ib OPEN TOTAL
SWITCH96 I Q-40 AMM 11-109 Amrs.
INCANDKKENT
ILUORUCiNT&M.V.
PIJx9v I t.I"A 0 WIT
kPIRLIANC910 I o
�l 13ELL TRANSF.
JR H.P.RATING H.P.-RATING I I I
ONOITIONma POMP,MOTOR OTHIR MOTORS AWSICEILHEAT; KW-HEAT
ov" F
DTORS VOLTAGE -PHIII NO. I VOLTAOEJ PHS,
SCIMA91
ov"
E I EIL P!
RANVORMEaf: UNDER Ow V,
OVER WV,
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
-O—ermit Number: 18675 Address: 1630 FRANCIS AVENUE
PermitType: MECHANICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 50
Proposed Use: SINGLE FAMILY Lot(s):7 Block: Section:
Square Feet: Subdivision: FRANCIS COVE REPLAT
Est. Value: 47,754.00 Parcel Number: LOT 7 FRANCIS COVE REPLA
Improv. Cost: OWNER INFORMATION
13EACHES HABITAT
Date Issued: 8/17/1999
Total Fees: 43.00 Address: P. 0. BOX 50939
Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240
Date Paid: 8/17/1999 Phone: _j9G4)241-1222
Work Desc: NEW RES AIR & HEAT INSTALL
CONTRACTOR(S) APPLICATION FEES —
-6C—EAN STATE HEAT &AIR PERMIT 43.00 1
Insp
_ectloWReq ir
WOLPOH MECHANICAL
NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$43.6814
Date: 8/17/9901 Receipt: @@U557
'Al-tANTIC BEACH BUILDINU-UQP�. CASH
BUILDING AND ZONING INSPECTION DIVISION
ciTy or ATLANTIC BEACH
ATLANTIC NgACtf. "L011110A 1111t*$111
APPLICATION FOR MECHANICAL PERMIT cAU74NUMBE n
IMPORTANT — Appl;cant to complete all items in sections 1, 11, 111, and IV,
Street Address:
LOCATION
OF Infettecling slifetis., %*Iwo*" AaJ
WILDING
11. IDENTIFICATION — To be completed by all applicants ,
In Ce)n1;d$'4t;oM of pa'M;f rl;�#n (or doin, the werit at dater;l6ed in the abo�v statement �* hereby a9cas to perform said woA in 8CC0fdAACft
it of 861 A N or i 0 Cal and standards
;IN the stlac�pd plan% and %p*C;f;C*j;onj which are a part hereof and ;ft OCCOFJOAC41 ;fh the C4 y J o v; d n m
p,ot6ce I;sl*d Ave;n.
C"Iretter (rr;nf) Cc
H*&" of
I'loperty
S;"*Nrt *1 0. of
Architect or Friqlassot
ae Avfk mad A 9'.
GfN"* INFOR�v�
jyV6 of Is"NA9 *1; 18 OTHER CONSTRUCTION 111CIIIII VONt ON
W_j�edric 4��j THIS WILDING OR SITE t
El 0 L? 0 Netwel [3 Cesaffel Utility
IF YES, GIVE HUMNER OF CONSTRUCTION
El 03 PERMIT
[] Othw — Sp*c;fy
IV. b#111CHMr–AL IQUWM*4T TO 14 11INISTALLSO NATURE OF WORK
(Pr" C&Mplists jkf 04 Ca4"peastsoth 001 Wei of this "I U1*9 olden Ifol or 0 Commercial
0 spa. 0 cl-��tpssl a rtsw 0---N—ow Building
(3 Ite— 9-6.0.4 1) Existing Building
S"f*qm.. maw;&' — Alcirseae.— 0 flisplacernsint of existing system
M&Aeftom capacity C)(zs U—Now installation(No system previously Installod)
CJ Extension or add-on to existing system
E) other — specify
0 cool;" towtse.. capacity
F;#* tv44nkfon: Nvm"t aJ It"
Pamrow I_-) Mortliff EletAlo THIS SPACE 000t OTfXA USE ONLy
GA604fter (Reae"41
13
0 LPG
0 Uttlorval Pm"urs so*
E3 SO""
0 0441 — specify F"
LIST ALL EqUIPMENT
AIR COND4TIOWNG AND REFRIGERATION EQU"ENT
Num1ber Veftm Deecripum me"Number M"u"Aturstr (To") Agowy
'?v— e L,%A 1
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
Permit Number: 18491 Address: 1630 FRANCIS AVENUE
Permit Type: PLUMBING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 50
Proposed Use: SINGLE FAMILY Lot(s):7 Block: Section:
Square Feet: Subdivision: FRANCIS COVE REPLAT
Est. Value: 47,754.00 Parcel Number: LOT 7 FRANCIS COVE REPLA
Improv. Cost: OWNER INFORMATION
Date Issued: 7/13/1999 Name: BEACHES HABITAT
Total Fees: 46.50 Address: P. O. BOX 50939
Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240
Date Paid: 7/13/1999 Plhone:_J904�241-1222
Work Desc: INSTALL PLUM91NG I 4_—NEW HOME
CONTRAC-TOR(S) APPLICATION FEES
I B & G PLUMBING PERMIT —4-6.5-0
Inspections Reqyjrqdm�
�_IJNDORSLAB PLUMBING ROUGH PLUMBING SEWER
TOPOUT FINAL
NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RU13BISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PU13LIC
SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY 1
OWIM1120 PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSU§I!?A�CCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FORAJICLATION OF APPLICABLE PROVISIONS OF LAW.
:_g
$25.0014
Date: 7/13/59 01 Receipt: 9071118
ATLA E CH BUIL G DEPT. CHECKS 33198
00100003221008
L 21.3
ID
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
�JOB LOCATION .' /930 r—e(_j,,Jc: jS
iOWNER OF PROPERTY : T-A -r
e-0
PLUMBING CONTRACTOR
.CONTRACTOR' S ADDRESS : /-j vo
STATE L I CEN SE NUMBER 2 2 �5_ef TELEPHONE : 223
HOW MANY OF THE FOLLOWING FixTuRES INSTALLED il
SINKS SHOWERS
LAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISP05ALS
CLOSETS WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTHER
TOTAL FIXTU,RES * q $15 . 00
4-MiNIMUM PERMIT FEE $25 . 00
SIGNATURE OF OWNER:
SIGNATURE OF CONTR�CTOR:
-------------------------------- ---------------------------------
INSTALLATION OF -PLUMBING, AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
ail
CALL A DAY AHEAD TO SCHEDULE INS?ECTIONS - ( 904) 247 -5826
SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS -FOR 114SPECTION
PRIOR TO COVERING UP ( 904 ) 247 -5834 ig
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
'PERMITINF.ORMATiON: LOCATtON:INFORMATIOW:= '
. ....................
IMA FRANCIS AVENUI
Permit Number: 18142 Address: 1630 1-10W Emu MW
Permit Type: BUILDING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 50
Proposed Use: SINGLE FAMILY Lot(s):7 Block: Section:
Square Feet: Subdivision: FRANCIS COVE REPLAT
Est. Value: 47,754.00 Parcel Number: LOT 7 FRANCIS COVE REPLA
Improv. Cost: 47,754.00 0111�. . ]NIFORMA. . N-I.."'..".
Date Issued: 4/27/1999 Name: BEACHES HABITAT
Total Fees: 2,055.66 Address: P. O. BOX 50939
Amount Paid: 2,055.66 JACKSONVILLE BEACH, FL 32240
Date Paid: 4/27/1999 Phone: (904)221-0141
Work Desc: CONSTRUCT NEW HOME PER PLANS- RADON & SC 1066
jCATlON:fEES::
JOHN WIELAND HOMES WATER IMPACT FEE 350.00
SEWER IMPACT FEE 1,250.00
WATER METER/TAP 85.00
RADON GAS-H.R.S. 5.06
RADON CAB 5% 0.27
CAPITAL IMPROVE. 325.00
CROSS CONNECTION 35.00
CONST.SURCHARGE 4.80
SCHARGE/ATL.BCH. 0.53
............ ......................
..........
..........M,....... ........... -......
..................
...hs
FOOTING SLAB COVER UP
FRAMING FINAL BUILDING CERTIF/OCCUPANCY
INSULATION LINTEL TIE BEAM
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
PAID
j 7
MAY 6 '99'
ge tor: WENDY
at"! 5/06/99 al Rece
e. ipt: 8854374
At[XRtIC BEACH OUILENNG DEPT. Total Payment $2055.66
Book 9260 PU 101
This instrument Prepared By:
Address
.5 MIN, RETURN
Permit No. PH 0 N F Z, Tax Folio No.
NOTICE OF COMMENCEMENT
STATE OF
COUNTY OF
THE ANDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance
with iapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: (legal description of property, and street address if available)
107- ep 1-5 '7
2. General description ofiniprovoinent:
3. Owner information
xv
xy
a. Name and address:
1). Interest in property:
c. Naine and address of fee simple titleholder (if'other than owner):
4. Contractor:
a. Name and address:
1). PIlono number:
c. Fax number (optional, if'sel-vice by fax isacceptable):
5. Surety
a. Name and addross:
b. Amount of bond $
c: Phone number: Bk: 9260
d. Fax IlUmber (optional, if service by fax is acceptable): Pq: 101
Doc# 99092372
6. Lcnder Filed & Recorded
A114 04/15/99
a. Name and address: 01:03:36 P.M.
b. Phone 111.1111ber: HENRY W. COOK
CLERK CIRCUIT COURT
c. Fax number (optional, if service by fax is accep table): DUVAL COUNTY9 FL
REC. $ 6.00
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided in section 713.13(l)(a)7., Florida Stlatutes: 4-e
a. N;ime and iddi-ess:,-7W0.P C�411�'�A'��
b. Phone number:
c. Fax number (optional, if service by fax isaccepUible):
S. III addition to llllll'�Clf, Owner dosigimtes the following 1)orsoii(s) to receive a copy ofthe Llenor's Notice as provided
in Section 713.13(l)(1)), F101-ida StatAl[CS:
a. Nanicand address: AIIIV
1). Phone
C. F;IX IILIIIII)Cl' (01A,1011�11, if'SUI-VIC-C by 1'aX
9. Expiration dato of notice 0[comilloilcellient. Olie expli-ahon d;ite is I year fi-oin the (late of recording unless a
difforent date is specit'led)
Sworn to and subscribed before me by
AVID We(-AQf,�C Signature of Owl-I/,,/
RECEIVED
PROPERTY DESCRIPTION A
t APIR 1999
Lot #--/ , Block # Section #
Subdivision: -a; a604; �;�'zeovr' City of Atlantic Beach
Building and Zoning
Street Name DESCRIPTION OF WORK
or Address: 401:5-
(If in a FLOOD HAZARD
Flood Zone: area complete page 3) Brief Description
Class of Work: ci=
Remodel/Addition:
ZONING INFORMATION Type of Construction:
Zoning Proposed
District: Use: Estimated Value $
Exceptions or Variances Materials:j
ej!��'e 5�,,.Pwv6
Granted:
Solid or Filled
Ground: Roof:
Method of Heating:
OWAMR INFOR-1,1ATION
Property Owner: Phone:
Mailing.Address �;24:2. 7vt3x .61>17.3 17 zip:
jr;3�!� '3WC--4,� ;-E Of
f rf ^) 01
CONTRACTOR INFORMATION
Contractor: Phone:
Mailing Address: 411z'43 ZZ'
Zip:
Expiration
STATE LICENSE NO: z 4 Date:
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO
BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK
WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. -THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL
RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE
ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND
THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED.
Owner Signature DATE
Contractor Signature DATE
e 0 ja-h'�-e—
SWORN S
SUBSCRIBED BEFORE ME BY THI DAY
OF lqq-�-.
NOTARY PUBLIC 4P Carol G Arlotte
my commission CC57088`1
Expires Jul.21,2000
PLAN REVIEW CHECKLIST
PROPERTY DESCRIPTION: tp -3 0 Ek+^)c ts Av i
OWNER: k F-e4-C e-4 �t—s 41-10�13 r 7-ff 7-
1 Determine Occupancy Classification of the structure. Select occupancy classification
which most accurately fits the use of the Building. (Chapter 133)
[v� 2. Determine actual physical properties of building.
a. Determine building area each floor. (Area definition Chapter 132)
b. Determine grade elevation for building. (Grade definition Chapter 62)
C. Determine building height in feet above grade. (Height definition Chapter 132) 6
d. Determine building height in stories. (Story definition Chapter 132) 0 (X
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. -r 1-000
(Chapter 136)
1A, a. Determine maximum allowable heights and floor areas for Types of Construction
and Occupancy classification. (Table B500)
b. Check allowable height and area increases permitted. (Chapter 135)
4. Check detailed Occupancy requirements. (Chapter 64)
5. Check detailed Construction requirements
a. Fire Protection of Structural Members (Chapter B6 &Table B600)
b. Fire Protection Requirements (Chapter B7 and Table 6700)
C. Means of Egress Requirements (Chapter B1 0) 'n
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 1316- B26)
7. Check other requirements as necessary.
a. Construction projecting into public property(chapter B32)
b. Elevators and conveying systems (Chapter B30)
C. Sprinklers, standpipes and alarm systems(Chapter 139) 0
d. Use of combustible materials on the interior(Chapter 138) 0
e. Roofs and roof structures (Chapter B1 5) el L�"
f. Light,ventilation and sanitation (Chapter 1312)
9. Other
2 '7 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT
Date By: LQ
Don C. Ford, Building Official
don/sb.1
CITY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
All applications r�ust be received by 5 P.M, on the MONDAY prior to the scheduled
meeting in order to be placed on the agenda for gonsideration. INCOMPLETE
APPLICATIONS WILL NQT BE PROCESSED.
1.
APPLICANT NAME ADDRESS TELEPHONE
2.
ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL
3. DESCRIBE PURPOSE OF TREE REMOVAL: 174,le-p :5,
4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS:
NUMBER SPECIES DIAMETER (DBH) , CONDITION
5. TOTAL NUMBER OF TREES TO BE REMOVED: n
6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: <!:y
7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS.-
NUMBER SPECIES DIAMETER (DBH)
8. ATTACH SITE PLAN INDICATING THE FOLLOWING:
a) Site topography, including proposed grade changes
b) Existing and proposed buildings and other improvements with dimensions and
required setbacks
c) Tree protection zones as applicable
d) Location, DBH and species of all trees with a DBH of six inches or greater
e) Location, DBH and species of all trees with DBH of less than six inches
proposed to be used for mitigation
f) Specify trees of unique or special character
g) Each tree proposed for removal clearly marked with a "X"
h) All existing and new trees proposed to be used for mitigation clearly marked
with brackets "[ )"
1) Location of utilities, easements and material storage areas
9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE
BY R—ED SURVEYORS RIBBON.
10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUS BE
CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON.
11. INQOMPLETE APPLICATIONS 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 CITY OF ATLANTIC BEACH:
-'5�� c/
APPLICANTS SIGNATURE DATE
14'Wj'&f 4/—/,3 -
OWNERS SIGNATURE DATE
APPROVED :
TREE CONSERVATION BOARD CHAIRMAN DATE
I I lJo"M NNA101W V imm k U6...j ON. - -
BEING A REPLAT OF LOTS 2 THROUGH 11, FRANC�S COVE, AS RECORDED
IN PLAT BOOK 50, PAGEES 67 AND 67A OF THE CUFFL=NT PUBLIC RECORDS
DUVAL COUNTY, FLOFMA
CITY OF ATLANTIC BEACH, FLOWA
FRANCIS AVENUI
(55' R/W)
(40 FOOT RIGHT-OF-WAY BY ED SMITH SUBDIVISION PLA'
15 FOOT RIGHT-OF-WAY BY E.H. DONNER'S SUBI)NISION PL
0
341.00
A00 -50ew
61.00 50.00' 50.00' --- -N 60.00'
----------- --- ea
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61.00�, co 'Q 50.00' 60.00,
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el I
Department of Community Affairs SN: 5056
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Component Prescriptive Method A NORTH
PROJECT NAME: Single Family Home BUILDER: Beaches Habitat
AND ADDRESS : PERMITTING CLIMATE
Atlantic Beach, FL OFFICE: Atlantic Bea ZONE : 11_1 21_1 31_1
OWNER: PERMIT NO. JURISDICTION NO.
CK
1 . New construction or addition 1 . New Construction
2 . Single family detached or Multifamily attached 2 . Single-Family
3 . If Multifamily-No. of units 3 . 0
4 . If Multifamily, is this a worst case (yes/no) 4 .
5 . Conditioned floor area (sq. ft . ) 5 . 1066 . 00
6 . Predominant eave overhang (ft . ) 6 . 1 . 50
7 . Porch overhang length (ft . ) 7 . 6 . 00
8 . Glass area and type : Single Pane Double Pane
a. Clear Glass 8a . O . Osqft 2- -;:� . Oosqft
b. Tint, film or solar screen 8b. O . Osqft ('jU0 . 00sqft
9 . Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a .R= 0 . 00 , 146 . 00 ft
10 .Net Wall type area and insulation:
a. Exterior: 1 . Concrete (Insulation R-value) 10a-1 R=12 . 00 , 980 . 00sqft_
11 .Ceiling type area and insulation:
a. Under attic (Insulation R-value) lla.R=30 . 00 , 1066 . 00sqft_
12 .Air distribution systems
a. Ducts (Insulation + Location) 12a. R= 6 . 00 uncond
13 .Cooling system 13 . Type : Central A/C
�EER: 10 . 50
14 .Heating System: 14 . Type : Keat Pump
C4 ( � HSPF: 7 . 30
15 .Hot water system: 15 . Type : Electric
EF: 0 . 92
16 .Hot Water Credits : (HR-Heat Recovery, 16 .
DHP-Dedicated Heat Pump)
17 . Infiltration practice : 1, 2 or 3 17 . 2
18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 .
HF-Whole house fan, RE-Attic radiant
barrier, MZ-Multizone)
19 .EPI (must not exceed 100 points) 19 . 95 . 25
a. Total As Built points 19a . 22264 . 56
b. Total Base points 19b. 23374 . 81
------------------------------------------------------ ---- - ---- ---- ------------
------------------ -------------------------------------------- ------ -- --- ------
I Hereby certify that the plans and Review of the plans and specifications
specifications covered by this calcu- covered by this calculation indicates
lation are in compliance with the compliance with the Florida Energy
Florida Energy Code . Code . Before construction is completed
this building will be inspected for
PREPARED BY: compliance in accordance with Section
DATE: Gi- 553 . 908 F. S .
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: BUILDING OFFICIAL: Q
DATE: DATE :
INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES .
-------------------------------------------------------------------------------
Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash
crack (includes sliding glass doors) .
-------------------------------------------------------------------------------
Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft . of door area : solid
Adjacent Doors core, wood panel, insulated or glass doors only.
-------------------------------------------------------------------------------
Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other-
& Cracks wise sealed.
-------------------------------------------------------------------------------
PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING:
---------------------------------------------------- ------- -- --- - - - -- -- - - - -----
Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier
& Floors installed. Sole plate/floor joint caulked or sealed.
--------------------------------------------------------------- --- - - -- - -- -- --- -
Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface
& Ceilings caulked, sealed or gasketed.
----------------------------- -------------------- ---------------- - - ------------
DuctWork 606 . 1 Ductwork in unconditioned space must be sealed.
-------------------------------------------------------------------------------
Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue
dampers .
-------------------------------------------------------------------------------
Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see
606 . 1 .A. 2 .
------------------------------------------------------------------ -------------
Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw
Appliances air from unconditioned space, exhaust to outside .
Cooking appliances shall be dampered and use
intermittent ignition.
-------------------------------------------------------------------------------
** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) **
-------------------------------------------------------------------------------
Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 .
Switch or clearly marked circuit breaker (electric)
or cutoff (gas) must be provided. External or built-
in heat trap required.
-------------------------------------------------------------- --- - - - --- ------- -
Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar
& Spas heated) . Non-commercial pools must have a pump timer.
Gas spa & pool heaters must have a minimum thermal
efficiency of 78 percent .
-------------------------- -----------------------------------------------------
Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal-
lons per minute at 80 PSIG.
-------------------------------------------------------------------------------
HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum
Construction chambers shall be mechanically attached, sealed, ins-
Insulation & ulated and installed in accordance with the criteria
Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .ABC. 3 . Duct in attics
must be insulated to a minimum of R-6 . Air handlers
shall not be installed in attics unless in mechanical
closet .
-------------------------------------------------------- ---- ----- - - ------------
HVAC Controls 607 . 1 Separate readily accessible manual or automatic
thermostat for each system.
-------------------------------------------------------------------------------
Insulation 604 . 1 Ceilings minimum R-19 . Common Walls Frame R-11 or
602 . 1 CBS R-3 both sides . Common ceiling floors R-11 .
-------------------------------------------------------------------------------
SUMMER CALCULATIONS
BASE AS-BUILT
GLASS----------------
ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS
-------------------------------------------------------------------------------
NE 39 . 00 65 . 8 2566 . 2 DBL CLR NE 15 . 0 57 . 7 . 87 753 . 9
DBL CLR NE 9 . 0 57 . 7 . 79 410 . 7
DBL CLR NE 15 . 0 57 . 7 . 87 753 . 9
SE 21 . 00 65 . 8 1381 . 8 DBL CLR SE 6 . 0 79 . 1 . 73 344 . 3
D13L CLR SE 15 . 0 79 . 1 . 84 994 . 0
sw 30 . 00 65 . 8 1974 . 0 DBL CLR SW 15 . 0 79 . 1 . 84 994 . 0
DBL CLR SW 15 . 0 79 . 1 . 84 994 . 0
NW 40 . 00 65 . 8 2632 . 0 DBL CLR NW 20 . 0 57 . 7 . 87 1005 . 3
DBL CLR NW 20 . 0 57 . 7 . 63 727 . 0
----------------------------------------------------------------- --------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
------------------------------------------------------------------- -- ---- ------
. 15 1, 066 . 00 130 . 00 1 . 230 8 , 554 . 00 10 , 521 . 42 6 , 977 . 27
NON GLASS------------
AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 980 . 0 . 9 882 . 0 Ext NormWtBlock In 12 . 0 980 . 0 . 38 367 . 5
DOORS----------------
Ext 38 . 0 6 . 1 231 . 8 Ext Wood 38 . 0 6 . 10 231 . 8
CEILINGS-------------
UA 1066 . 0 . 6 639 . 6 Under Attic 30 . 0 1066 . 0 . 60 639 . 6
FLOORS---------------
Slb 146 . 0 -37 . 0 -5402 . 0 Slab-cn-Grade . 0 146 . 0 -41 . 20 -6015 . 2
INFILTRATION---------
1066 . 0 8 . 0 8528 . 0 Practice #2 10G6 . 0 8 . 00 8528 . 0
TOTAL SUMMER POINTS 15 , 400 . 82 10 , 728 . 97
TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
--------------------------------------------------------- ------ ----------------
15, 400 . 82 . 37 5 , 698 . 30 1 10 , 728 . 97 1 . 00 1 . 100 . 320 1 . 000 3 , 776 . 60
WINTER CALCULATIONS
BASE AS-BUILT
GLASS----------------
ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS
-------------------------------------------------------------------------------
NE 39 . 00 -10 . 6 -413 .4 DBL CLR NE is . 0 4 . 6 1 . 32 91 . 3
DBL CLR NE 9 . 0 4 . 6 1 .48 61 . 3
DBL CLR NE is . 0 4 . 6 1 . 32 91 . 3
SE 21 . 00 -10 . 6 -222 . 6 DBL CLR SE 6 . 0 -22 . 7 . 70 -95 . 3
DBL CLR SE 15 . 0 -22 . 7 . 84 -285 . 3
SW 30 . 00 -10 . 6 -318 . 0 DBL CLR Sw 15 . 0 -22 . 7 . 84 -285 . 3
DBL CLR Sw 15 . 0 -22 . 7 . 84 -285 . 3
NW 40 . 00 -10 . 6 -424 . 0 DBL CLR NW 20 . 0 4 . 6 1 . 32 121 . 7
DBL CLR NW 20 . 0 4 . 6 1 . 87 172 . 0
-------------------------------------------------------------------------------
. is x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS I POINTS
-------------------------------------------------------------------------------
. is 1, 066 . 00 130 . 00 1 . 230 -1, 378 . 00 .-1, 694 . 94 -413 . 38
NON GLASS------------
AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS
------------------------------------------------------------------ -------------
WALLS----------------
Ext 980 . 0 2 . 2 2156 . 0 Ext NormWtBlock In 12 . 0 980 . 0 2 . 86 2805 . 3
DOORS----------------
Ext 38 . 0 12 . 3 467 . 4 Ext Wood 38 . 0 12 . 30 467 .4
CEILINGS-------------
UA 1066 . 0 1 . 2 1279 . 2 Under Attic 30 . 0 1066 . 0 1 . 20 1279 . 2
FLOORS---------------
Slb 146 . 0 8 . 9 1299 .4 Slab-on-Grade . 0 146 . 0 18 . 80 2744 . 8
INFILTRATION---------
1066 . 0 7 . 4 7888 . 4 Practice #2 1066 . 0 7 . 40 7888 .4
TOTAL WINTER POINTS 11, 395 . 46 14, 771 . 67
TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
--------------------------------------------------- --- -------- --- --------------
11, 395 . 46 ss 6 , 267 . SO 1 14 , 771 . 67 1 . 00 1 . 100 . 466 1 . 000 7, 571 . 96
WATER HEATING
BASE AS-BUILT
NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL
BEDRMS RATIO MULT
-------------------------------------------------------------------------------
3 3803 . 0 11, 409 . 00 40 . 92 1 . 000 3638 . 7 1 . 00 10 , 916 . 00
SUMMARY
BASE AS-BUILT
COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
---------------------------------------------------------------------- ---------
5698 . 3 6267 . S 11409 . 0 23 , 374 . 81 3776 . 6 7572 . 0 10916 . 0 22 , 264 . S6
EPI 95 . 25
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 95 . 3
DCA Form 60OA-93
or Form 6003-93
0 10 20 30 40 50 60 70 80 90 100
--------------------------------------X-- I
The maximum allowable EPI is 100 . The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DEL TINT
WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X-------
INSULATION. . . . . . . . . . . . . . . . . .
R-10 R-30
Ceiling R-Value . . . . . . . . . 30 . 0 1 --------------------X1
R-0 R-7
Wall R-Value . . . . . . . . . 12 . 0 1 --------------------X1
R-0 R-19
Floor R-Value . . . . . . . . . 0 . 0 ix-------------------- I
AIR CONDITIONER. . . . . . . . . . . . .
10 . 0 SEER 17 . 0
SEER/EER. . . . . . . . . . . . . . . . . . 10 . 9 j --X------------------ 1
9 . 7 EER 16 . 0
HEATING SYSTEM. . . . . . . . . . . . . .
6 . 8 HSPF 12 . 0
Electric COP/HSPF. . . . . . . . 7 . 3 I -X----------- ---- - - -- 1
0 . 78 AFUE 0 . 90
Gas AFUE . . . . . . . . . . . . 0 . 00 1 -- ---- - --------- - ---- I
WATER HEATER. . . . . . . . . . . . . . . .
0 . 88 0 . 96
Electric EF. . . . . . . . . . . . . . 0 . 92 1 ----------X-- - ---- --- 1
0 . 54 0 . 90
Gas EF. . . . . . . . . . . . . . 0 . 00 1 --------------------- 1
0 . 40 0 . 80
Solar EF. . . . . . . . . . . . . . I -- ------------------- I
OTHER FEATURES . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house .
Builder
Address : Signature : Date :
City/Zip
Florida Energy Code for Building Construction - 1993
Florida Department of Community Affairs FL-EPL CARD93
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 95 .3
DCA Form GOOA-93
or Form 60OB-93
0 10 20 30 40 50 60 70 80 90 loo
--------------------------------------X-- j
The maximum allowable EPI is 100 . The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X--- - ---
INSULATION. . . . . . . . . . . . . . . . . .
R-10 R-30
Ceiling R-Value . . . . . . . . . 30 . 0 1 --------- --------- --X1
R-0 R-7
Wall R-Value . . . . . . . . . 12 . 0 1 ------------------ --X1
R-0 R-19
Floor R-Value . . . . . . . . . 0 . 0 ix--------------------
AIR CONDITIONER. . . . . . . . . . . . .
10 . 0 SEER 17 . 0
SEER/EER. . . . . . . . . . . . . . . . . . 10 . 9 1 --X------------------ 1
9 . 7 EER 16 . 0
HEATING SYSTEM. . . . . . . . . . . . . .
6 . 8 HSPF 12 . 0
Electric COP/HSPF. . . . . . . . 7 . 3 I -X------------------- 1
0 . 78 AFUE 0 . 90
Gas AFUE . . . . . . . . . . . . 0 . 00 1 --------------------- I
WATER HEATER. . . . . . . . . . . . . . . .
0 . 88 0 . 96
Electric EF. . . . . . . . . . . . . . 0 . 92 1 ----------X------ - - -- 1
0 . 54 0 . 90
Gas EF. . . . . . . . . . . . . . 0 . 00 1 --------------- --- - -- 1
0 . 40 0 . 80
Solar EF. . . . . . . . . . . . . . I ------------------ --- I
OTHER FEATURES . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house .
Builder
Address : Signature : Date :
City/Zip
Florida Energy Code for Building Construction - 1993
Florida Department of Community Affairs FL-EPL CARD93
HIB-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for
HANDLING, INSTALLING &BRACING METAL TRUSS PLATE INSTITUTE
683 D'Onofflo,Dr.,Suite 200
PLATE CONNECTED WOOD TRUSSES Madison,Wisconsin 53719
(608)833-5900
Itis the-resoonsibilityof th 9 instaffff Muilder.bLzgdjna contractor.ficensed contractor, truss industry, but must, due to the nature of responsibilities involved, be
erectoror erection contra to RmoWy receive,un-load.store,handle, instafl an presented as a guide forthe use of a qualified building designeror installer.Thus,
�racs metal D c A#---4----#- The installer the Truss Plate Institute,Inc.expressly disdaims any responsibility for damages
must exercise the same high degree of safety awareness as with any otherstructural arising from the usa, application or reliance on the recommendations and
material.TPI does not intend these recommendations to be interpreted as superior information contained herein bybuilding designers,installers,andothers.Copyright
to the project Architects or Engineers design specification for handling,installing 0 by Truss Plate Institute, Inc. All rights reserved.This document or any part
and bracing wood trusses for a particular roof or floor.These recommendations are thereof must not be reproduced in any form without written permission of the
based upon the collective experience of leading technical personnel in the wood publisher.Printed in the United States of America.
TRUSSSTORAGE
81-10, 8-40'
L
Frame I
TOP CHORD
12 TOP CHORD DIAGONAL BRACE
4 or greater MINIMUM LATERAL BRACE SPACING(DBS)
's SPAN PITCH SPACING(LBS) I#Ir sees]
SP/DF I SPF/HF
Up to 32' 12 1 81 20 1 15
over 32'-48' 4/12 1 6' 10_1 7
over 48'-60' 4/12 1 5' 6 1 4
Over 60' See a registered professional engineer
DF-Douglas Fir-Larch SP-Southern Pine
HF-Hem-Fir SPF-Spruce-Pine-Fir
Continuous Top Chord
All lateral braces Lateral Brace
lapped at least 2 Required
trusses.
10'or Greater
Attachment
Required
Q0.
Top chords that are laterally braced can buckle
-45P
together and cause collapsed there is no diago-
net bracing.Diagonal bracing should be nailed
to the underside of the top chord when purline
are attached to the topside of the top chord. PITCHED TRUSS
a U
TOPCHORD
MINIMUM TOPCHORD DIAGONALBRACE
PITCH LATERAL BRACE SPACING (DBS) 12
DIFFERENCE SPACING(LB
SPAN S) [#trusses)
Up to 28' 2.5 7' SP/DF I SPF/HF
17 12
Over 28'-42' 3.0 6' 9 6
Over 42'-60' 3.0 1 5' 1 3
Over 60' See a registered professional engineer
DF-Douglas Fir-Larch SP-Southern Pine
HF-Hem-Fir SPF-Spruce-Pine-Fir
Continuous Top Chord
Lateral Brace All lateral braces
Required lapped at least 2
trusses.
10"or Greater
Attachmen
Required
Q.
2.5
Top chords that are laterally braced can buckle
qP togetherand cause collapse if there is no diago-
nal bracing.Diagonal bracing should be nailed
or 11, to the underside of the top chord when purlins
are attached to the topside of the top chord.
SCISSO
Frame 3
TOPCHORD 2x4/2x6 PARALLEL Continuous
TOPCHORD DIAGONAL BRACE CHORD TRUSS Top Chord
Lateral Brace
MINIMUM LATERAL BRACE SPACING (DBs) Required
SPAN DEPTH SPACING(LBS) [#trusses] Top chords that ore laterally braced can buckle
--- SP/DF ISPF/HF together and cause collapse if there is no diago- 10"or Greater
Up to 32' 30" 81 16 10 nal bracing.Diagonal bracing should be nailed
Over 32'-48' 42" 1 6' 6 to the underside of the top chord when purlins
1 51 are attached to the topaide of the top chord.
Over 48'-60 48" 1 4 2
Over 60' See a registered profess nal engineer Attachment
DF-Douglas Fir-Larch SP-Southern Pine Required
HF-Hem-Fir SPF-Spruce-Pine-Fir
Usses
SPF/HF 0-0.
7
zvv)
301 or
greater
All later Oft
braces I ad
atleast 0
trusses.
L The end =450
diagonal brace
for cantilevered End diagonals are essential for
trusses must be stability and must be duplicated on
placed on vertical both ends of the truss system.
webs in line with
the support.
4x2 PARALLEL CHORD TRUSS:TOP CHORD Continuous
Top Chord
Top chords that are laterally braced can buckle Lateral Brace
togetherand rausecollapse ifthere is no diago- Required
nal bracing.Diagonal bracing should be nailed
to the underside of the top chord when purlins 10"or Greater;j i�'
are attached to the topside of the top chord.
Attachment
Required
30, J_L
Is
z10 31V
Trusses must have lum-
ber oriented in the hori-
All lateral zontal direction to use
braces lapped this brace spacing.
at least two
trusses. =450
End diagonals are essential for
stability and must be duplicated on
both ends of the truss system.
Frame 5
All
'""A Nl�
1: ivy Iiii
I NN�
ow,
..IV.
iE'
"JU)
—WJ 30
r0l
BOMB .
01
DO: (9-02(3311 LOT 'a'/ JI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAY2UT
TOP CHORD 2X4 SP #lrN 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
IN LIEU OF RIGID SHEATHING; REACTION OF 156.39,
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00- OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv-156# NAILED
ll'O"6
rn
12
X4(Al)
B'f"2
APPROVED
CV1y .0
F ATIANTIC BEACH
BUILDING OFFICE
2' APR
7'
Rv-403# U-250# W-3"B ®Rv-7f0 .6A I LED
TAG T9 SEQ 52423
PLATE-WAVE TPI95 TP 1-95 (STD) QTY= 14 PLIES= I TOTAL= 14 REV. 18.2c4 SCALE =0.7320
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE
)()(IMPORTANT*)( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 02/11/99 TC LL 20 .0 PSF REF
DEVIATION FROM THIS OESICN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTB8 BY TPI. FOR ADDITIONAL, SPECIAL PERMANENT BRACING RE "I,'
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 2319 BC DL 10 .0 PSF QRWG
A446 rR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF iom
CONNECTORS PER DRAWINGS 130. 150& 16OA-F. OESIrN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING - I I A T E F
SEE 1'. 37.0 P 7
1, SF 01A
OF NOS 6 1, LEN.
CONrOAM k/APPLICABLE PROVISIONS TPI- AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/j/91) FOR PROPER 1, TOT LO
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE OPIWALL APPLICATION. FURNISH A Copy OF THIS — OUR.FAC. 1 .25
IN ONLY. AND SMALL NOT BE AELfE0 UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
-.--TFl -_TRUSS PLATE INSTITUTE WDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRLICTT�N ISRAC I NG 0 JTYPF spec
A
Job: (9-0293) LOT 5 / J2 THIS DWG. PREPARED BY THE ALPINE JOB_OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP i2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
IN LIEU OF RIGID SHEATHING: REACTION OF 98.58.
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
nv-gg# NAILED
10'2"6
tr)
12
W
m 1 2
V�
5'1"8
5'
nv-339# U-230# W-3"B Av-A4# U-200# NAILED
TAG T6 + SEQ 52427
PLATE-WAVE—TPI95 TPI-95 (STD) QTY= 8 PLIES= I TOTAL= 8 REV. IB.2c4 SCALE =0.9207
ALPINE ENGINEE ED PROCUCTS INC TRUSSES REGUIRE EXTREME CARE
IMPORTANT-xx SHALL NOT BE RESPONSIBLE F;�ANY' WARNING IN HANDLING, ERECTION AND 02/11/99 TC LL 20 .0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE IF I,,
ALPINE CONNECTORS AAE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UFA-ESS OTHERWISE INDICATED. TOP '1'42319' A BC OL 10.0 PSF DRWG
A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED W17H PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF i0m
CONNECTORS PER DRAWINGS 130. t5O G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE S I A I E 0 F �
Ot . I . , TOT,LO 37 .0 PSF O/A LEN. 5
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI� AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FDA ROPER 40A�Q �, 1 .25
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI S OUR.FAC.
I N ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTO .
.--TPI .-TRU%S PILATE INSTITUTE, NOS- 1991 NATIONAL DESIGN LPfrIFjrkTICN F D SPACING 24.0" ITYPE spec
OR-Dumb cn—TAI—I
ob: (9-0293) LOT 5 / J3 THIS DWG. PREPARED BY THE ALPINE JOB DES I GNER__PROGRAM FROM TRUSS MFA'S LAYOUT
TOP CHORD 2x4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI.
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
IN LIEU OF RIGID SHEATHING: REACTION OF 27.62.
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv-2B# NAILED
4"6
12
5 L�77
W2X4(Al)
1"2
2' 3'
Rv-288 I# U-220# W-3"S Rv-17# U-200# NAILED
TAG T7 4, SEQ 52432
PLATE-WAVE TP195 TPI-95 (STD) QT`Y= 8 PLIES= i TOTAL= 8 REV. 18.2c4 SCALE =1 .2405
ALPINE ENGINEERED PRODUCTS. INC TRUSSES REDUIRE EXTREME CARE
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 02/11/99 TC LL 20 .0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI� FDA ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP I BC OL 10 .0 PSF DRWG
A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF iom
CONNECTORS PER DRAWINGS 130, 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTAC�HEO RIGID CEILING-- S S T A T E 0 F Z
���IEE TOT.LD. 37 .0 PSF O/A LEN. 3
A T 7""T' F OR PROPER [D
F I SH A Cop" _ .I S
RECT I.C. CT. S
CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/9i) FOR PROP R DRI 1
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY THIS DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELTEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA T
-TPI . TRUSS P7ATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTI SPACING 24.0 ITYPE spec
ob: (9-0293) LOT 5 / J4 THIS DWG. PREPARtD BY THE ALPINE JOB D 'S LAYOUT
TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -165# OCCURRED ON A
BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED.
WEBS 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI,
ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
REACTION OF 334.78. IN LIEU OF RIGID SHEATHING:
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED RURLINS @24.00" OC.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
XT 8'6"6
:1
W2X4(Al) CD
12
8'1"2
2'
Rv-370# U-270# W=3"B Rv-a'D*165]P-200A I LkM LED
TAG T8 + SED = 52436
PLATE-WAVE TP195 TPI-95 (STD) QT`Y= 8 PLIES= I TOTAL= 8 REV. 18.2c4 SCALE =1 .8460
ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 0211 1/99 TC LL 20 .0 PSF REF
)()(IMPORTANT)()( SHALL NOT BE RESPONSIBLE F04 ANY' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE I F I,,,
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER .0 PSF JDM
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0
CONNECTORS PER DRAWINGS 130. t50 f ISOA-F. DESIGN STANDARDS WITH PROPEFLY ATTACHED 0 CEILING-- SEE 5 T A T E 0 F TOT.LD. 37 . PSF O/A LEN.
RIGI E
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/l/91) FOR PROPER
THIS]
SEAL DRYW L Du
ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE AL APPLICATION. FURNISH A COPY OF THIS ... R.FAC. I .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR.
---TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION D SPACING 24.0" ITYPE spec
Jot): (9-0293) LOT 5 / J5 THIS DWG. PREPARtO BY -THE ALPINE-JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N *m*LOADING ON-THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI.
OPEN BLDG. LOCATED ANYWHERE IN ROOF,
WIND TC OL = 5.0 PSF. WIND BC DL - 5.0 PSF.
LOAD CONTINUOUS LOADS LOAD CONC. LOADS
CASE SIDE L-PLF R-PLF START ENO CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
0 T 54.0 54.0 0.0 12.7 0 T -331 3.5 REACTION OF 350.15.
0 8 20.0 20.0 2.8 12.7 0 T 55 6.3
1 B 1.8 1.8 2.8 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING:
I T -101.1 -101.1 0.0 2.8 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.
I T -89.2 -89.2 2.8 2.9 0 B 35 6.3
1 T -74.4 -74.4 2.9 9.7 0 B 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
I T -89.2 -89.2 9.7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRAVETV�# NAILED
33JO 55 197
1'5"7 2'9 15 2'9'15 2'9"8
9'10"13-
W3X4
12
3.54
2 g E '1"2
F-1--.,Z:l W1.5X3
F-1
10'2"5
2'9"15 9'10"13-
-1'5*7 -391# 2'9"15 35J 2'9"15 88J 2'9"B
Rv-370# U-200# W-4"15 Rv-350# U-200# NAILED
TAG T5 SEG = 52440
PLATE-WAVE TP195 TPI-95 (STD) QTY= 4 PLIES= I TOTAL= 4 REV. i8.2c4 SCALE =0.5915
ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 20 .0 PSF REF
X*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 02/11/99 TC LL
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING- SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE NECT ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG
C"N ORS
A446 GR 8 E XCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF JDM
CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T A T ED F
$0 t , 37 .0 PSF O/A LEN. 91013
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 40 TOT.LO.
ER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS A .25
CT
IN ONLY, AND SHALL NOT BE PELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS_ERECTION CONTRA 1 OR 1p IDUR.FAC. I
T-- 1�- 1-11-IF .1- . 1111 -1- ISPACTNG see 8bnVPITVPr: snpc
ob: (9-0293) LOT 5 / T4 THIS DWG. PREPARED BY -THE ALPINE JOB DESIGNER PROGRAM FROMTRUSS MFR'S LAYOUT
TOP CHORD 2X4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI.
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF.
IN LIEU OF RIGID SHEATHING;
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
12'6" 12'6"
W4X4
12
5 W1.5X3 W1.5X3
Lr)
W2X6(A W2XS(Ai)
25'
[_2' 25' 2'
Rv-1036# U=540# W-3"B Rv-1036# U-540# W-3"B
TAG T4 SEG = 52419
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 12 PLIES= I TOTAL= 12 REV. 18.2c4 SCALE =0.2669
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE TC LL 20 .0 PSF REF
**IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 02/11/99
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP
42319, 8C DL 10 .0 PSF DRWG
A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH P R
D BC LL
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORR 0 .0 PSF JDM
S T A T E 0 F
CONNECTORS PER DRAWINGS 130. 150& IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING 37 .0 RSF O/A LEN. 25
CONFOP.W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S At-PINE TECHNICAL UPDATE (7/11/91) FOR PER 7 TOT LD.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OF I I
DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY H S OUR.FAC. 1 .25
To
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAC on SPACING 24.0" TYPE comn
---TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOO CONSTRUCTION I
jot): (9-0293) LOT 5 / T3 THIS_DWG. PREPA40 BY THE ALPINE JOB DESIGNER PROGRAM_FROM TPUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
SOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
IN LIEU OF RIGID SHEATHING;
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACKED PURLINS @24.00" OC.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
11' 3'
W4X5( WA)6
12
WA. X3 1.5X3
W2X6( 1) 2X6(Al)
W3X7 X4
25'
2' 25' 2'
Rv 1036# U-540# W-3"8 Rv-1036# U-540# W-3"B
TAG T3 SEQ 52415
PLATE-WAVE TP195 TPI-95 (STD) QTY- 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =0.2669
ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF
*)(IMPORTANT*)t SHALL NOT BE RESPONSIBLE FO'R ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING- SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7 .0 PSF DATE 02/11/99
FAILURE To BUILD THE TRUSS IN CONFORMANCE WITH 0ST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 PSF ORWG
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF iom
CONNECTORS PER DRAWINGS QO. 150 6 IBOA-F. DESIGN STANDARDS WITH PROPERLY A774CHED RIGID CEILING--SEE 5 T A T E 0 F
CONFORM W/APPLICABLE PROVISIONS OF NOS V. TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/j/91) FOR ROP A I" .. TOT.LD. 37 .0 PSF O/A LEN. 25
P E' lopl'D '�;
SEAL ON THIS DRAWING APPLIES 70 T14E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY This DUR.FAC. 1 . 25
OF ils
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA . 0
cTOR*
24.0 hips
-TPI TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL OESIGN SPECIFICATION FOR WOOD CONSTRuCTIJ ISPACING ITYPF
Job: (9-0293) LOT 5 / T2 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT_
TOP CHORD 2X:4 SP #1 Dense : T2 2x4 SP #2 N: 100 MPH WIND, 15,00 FT MEAN HGT, SBCCI.
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
IN LIEU OF RIGID SHEATHING;
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00- OC.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
9. 7' 9'
W4X5(R) W4>6
12
5)
W2X5(Al) W2X5(Al)
W3X4 WJX4 wi.5X3
25'
2' 25' 2'
Rv-1036# U=540# W=3"B RV-1036# U-540# W-3"B
TAG T2 SEQ 52410
PLATE-WAVE TP195 TPI-95 (STD) QTY= 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =0.2669
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE
*IMPORTANT**SMALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING, ERECTION AND 02/11/99 TC LL 20 .0 PSF REF
0)EVIATIDN FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG
[A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACKED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM
CONNECTORS PEA DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- S S T A T ED F
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER TOT.LD. 37 .0 PSF O/A LEN. 25
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS JOUR.FAC. 1 .25
IN ONLY. AND HALL NOT BE RELIED UPCN IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR..
ISPArTNr, P4.0 jTvpF hins
ot): (9-0293) LOT 5 / TI THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT_
TOP CHORD 2x4 SP #1 Dense JOO MPH WIND. 15.00 FT MEAN HGT. SBCCI,
GOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF.
WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS.
IN LIEU OF RIGID SHEATHING�
TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00- OC. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
-7' 7'
W4X W1.5X3 B
B
T 12 T
rn rr)
IW2XIO(B5R) u 7::!!�W2X 10 MR)
W
Wl.5X4 W3X7 HE��l Wi.5X4
25'
2' 25' 2
7' 11' 7'
428+# 42A
Av-1903# U=930# W=3"B Rv-1903# U-930# W-3"8
TAG T1 SEG 52406
PLATE-WAVE TPI95 TPI-95 (STO) QTY= 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =0.2669
ALPINE ENGINEERED PRODUCTS. INC. 11 IlEl IEOUIIIE EXTREME CARE 0 2/11/99 TC LL 20 .0 PSF REF
)()(IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING INU HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST80 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE T TC OL 7 .0 PSF DATE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 231 BC DL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 807TEIM CHORD BC LL 0.0 PSF iom
CONNECTDAS PER DRAWINGS 130, 150 & S60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SE S I A T E 0 F
E
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0 1 TOT.LD. 37.0 PSF O/A LEN. 25
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 61 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ,DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC.
.--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING see at)ovelTYPE hipS
L
EITHER ONE OF
THESE PLATE
LOCATIONS IS
ACCEPTABLE
VARIES PIGGYBACK
H-----------
SUPPORTING TRUSS
SEE MINEERED DESIGN
PIGGYBACK SPECIAL PLATE IS TO BE
ATTACHED TO BOTH FACES OF PIGGYBACK
e EACH VERTICAL. SPACING OF PLATES
MUST NOT EXCEED 4' -0' ON CENTER. '
SPECIAL PLATE I; TO BE 2X4 #3' HEMLFIR OF- BETTER
ATTACHED TO BASE TRUSS CONTINUOUS LATERAL BRACING A-PiPROVED
W1 4-10d NAILS EACH FACE e 2+1 o. c. Cfty ,OF ATLANTIC BEACH
ATTACH TO EACH TOP CHORD 13U11-DiNG OFFICF-
WITH 2- 16d NAILS.
BRACING MATERIAL TO BE APR 2 7 1999
SUPPLIED AND ATTACHED AT
BOTH ENDS TO A SUITABLE.
SUPPORT BY ERECTION CONTRACTOM�,�
Typical Pigo�vback
Truss Detail
MAXIMUM NUMBER OF ROWS OF NAILS
CHORD SIZE
NAIL TYPE 2X4 2X6 2X8 ?X10 2X12
8D B13R 5 10 13-
10D BOX 2 5 7 9 11
12D DOX 2 5 7 9
A - EDGE DISTANCE AND PERPENDICULAR TO GRAIN SPACING (7 DIAMETERS)o 16D BOX 2 4 6 0 ',to
11 - CNO DISTANCC AND PARALLEL TO GRAIN SPACING (15 DIAMETERS). Poll I= P I A 5 -1—
C - DISTANCE ROWS ARE TO BE STAGGERED (7-1/2 DIAMETERS), 8D COMMON 2 4. 6 9
10D COMM13N a 4 5 7 9
12D COMMON 2 4 5 7 9.
16D COMMON 2 3 5 7 0
20D COMMON 1 3 4 5 7
0.12OX2z' GUN 3 5 7 10- 12
0.131X2.3' GUN 2 4 6 9 11
0.12OX3.0' GUN 3 5 7 10 12
BEARING BLOCK TO BE SAME SPECIES, 0.13IX3.01 GUN p- 4 6 9 it
SIZE AND GRADE AS CHORD.
MINIMUM NAIL SPACING DISTANCES
DISTANCCS
NAIL TYPE A B C
OD BOX 13/16 1-3/4
10D BOX 15/16' 1-15/16' V
12D BOX 15/16' 1-15/16' 1
16D BOX 1, 2-1/16' 1-1/16,
POT) 'Arty 1-1/16' -1/0' 1
B-.-D D 8D COK40N 15/1610 2'0 11f
10D COMMON 1-1/16' 2-1/4' 1-1/81
NOTH OF 12D COMMON 1-1/16' 2-1/4' 1-1/01
ENQj1NLL1w%m9m=1--0- 16D COMMON 1-3/16' 2-7/16' 1-1/4'
(121 MINIMU14 24' MAXIMUM) 20D COMMON 1-3/8' 2-7/8' 1-7/16'
0.12OX2.5' GUN 7181-- 1-15/16 ISM,
0.131XM' GUN '15/16" pf 11
0.12OX3.01 GUN 7/8' 1-13/16, 15/16
0.13IX3.01 GUN
B139
Bearing Block
Nail ,Spa' c m* g Detail
TOP C)40RD 2X4 $0. PINE 12 H , EXCEPT A: AMN (Xxx)
)or CXORD RX4 Sol PINE 12 H
v0s IX4 so, PINC 03
PAQYI:f UPLIFT CONNECTIONS AT ICARINGZ.*A: 11.4DICATED,
UPLIrT i MN 2001
SAO, Lac, %of #2 HIP OR """N 'RU"
Unin Inn cH ma Psr TOTAL DEAD LaAl�.
MD SPCCD a I 10 WFw MEAN HOT#a 17,5 rt 0 ENCLOSED (SIC) +
VIND ANALYSIS ALSO COMPLIES WITH SOUTH MORIDA
3VILDING CODE rOR 120 MPH AND 30.0 rT MEAN MIGHT, #1 Hl'P TRUSS
PROVIDE UFLirT CONNECTION9 AT ICARINGt A: INDICATED.
upury 1 3004 430#
SAO, LOC. +
UPLIFT' IASCD ON 10,0 PSF TOTAL DEAD LOAD.
WIND VEED a 120 M?K MEAN HOT,a ZZ 6 rTs EN=:ED (SIC)
XIND ANALYSIS ALSO COMPLIES WITH SOUTH rLORIDA, 71 MAX, <R F. LAYOUT)
DUILDINO CODE rok tio MPH AND id,o rT Hem majit
x (2) 16d TOENAILS,
XX (3) 16d TOENAILS�
J
OR Xx TRULOX WITH 4 NAILS
AS PER DRAWING
X.XK X X U4
10
)K X
X X ;X4
++ I I III + I
111 3/ 1 51 1 71 OVER 2 SUPPORTS I
END AND CORNER JACKS HIP JACK Corae..r Set
D etail
(A) ZX6 OR LARGER SO. FINE AZ VALLEY PA"Cit
(1) 2X4 $0, PINC N3 CRIPPLE.( XAX KCTW 41-30)
(C> JX4 :0, PINC #3 CRIPPLE (XAX HCIGKT*V-31)
(D) ZX6 OR LARGER SM FINE NZ VALLEY-WYER M-16d NAILS,
NOTO VALLCY RAFTER (D) HUST NOT BE SIZE THAN THAT OF A) TOENAILED.
Y4LEY RAFTER (A)
ix
NOTEi REFER TO VALLEY DETAIL SHEET F010SUPPORTING TRUSS
)RACINO DETAILS. PLYWOOD
D
SHEATHING (C>
M-16d NAILS,
(B), (C) MAX HCICHT WITH IX4 IT' BRACE IS 91-101 TOENAILED.
c>
(2), (C) MAX HEIGHT WITH 2X4 IT' BRACE IS 111-21
FOR IX4 AND 2X4 IT' BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. SUPPORTING TRUSSES
FASTEN IX4 IT' BRACE TO CRIPPLE WITH Od NAILS AT 41 O. C� e P-41 D. C. MAX SPACING
FASTEN 2X4 IT' BRACE TO CRIPPLE WITH 16d NAILS AT 41 MC, GIRDER
X IN LIEU OF PLYWOOD SHEATHING, IX4 CONTINUOUS LATERAL BRACING
(HCM-FIR OR BETTER) AT 241 11 C. MUST 2E ATTACHED TO THE
UNDERSIDE OF THC TOP CHORD Of"THE TRUSSES SUPPORTING THE
VALLEY AREA. THE CONTINUOUS LATERAL BRACING MUST EXTEND AND
BE ATTACHED TO THE FIRST TRUSS THAT HAS SHEATHING DIRECTLY COWN TRUSSES e 24' O. C.
ATTACHED TO THE TOP CHORD, AT EACH END OF THE VALLEY, ATTACH
CONTINUOUS LATERAL BRACING TO EACH TRUSS WITH (2) 8d NAILS4
NOTEi THIS OPTION HAY ONLY BE USED IF THE SUPPORTING TRUSS
HAS BEEN DESIGNED WITH PURLINS AT 24' O- Ci SPACING ON TOP CHORD. MHOR TAWS=
4 141 C6 C.
W RID09 AAr1rA
(0-164 KAM# TOMAILD MV (A) YALLEY AArTCU
IKTQ RID4c 3""
(3)-*t" - - --I
w
HAILS
CC:o:mON TRUSSES e 24' 0, C.
(TYPICAL)
Valley Rafti;U
jAugS lop OW48?CA SMIMATICWt x
(0-Wd FA Detail
THKV CKWAG16TY21
TOP CHORD ZX4 SP 92 YAW vo BRACING
4 eye AAOINO# IXA %* Htx-rllt Olt TYCK,
SOT CHORD ZX4 SP NZ, ZX4 SPr 12, ZX3(X). SP V2, OR ZX3(x) SPIr #I Or CZ* �A4 NO 14AY 3C 7TACH v IN
VCSS ZX4 SP 03 W tAL 10 1, IVPV�xtz ANO
aim VITAILC suppox )y INC
++ ATTACH EACH VALLEY memseR TO EACH YUWPCRT1140 TRUSS OWN a&4 1* A t
X4
'nwAg,7
I.
VITH <1) 16d NAIL FOR 100 MPH AND-,(4*16d NAILS FOR I CONTA4T
110 MPH, TOCNAILED (SEC DETAIL), ; PPIAIrT BASED ON FOR V"tf YCRTICALS THAT ARC OYCA 70-1' 14L PPV IX4
eye )AACZ :AXC 4WC A: VC1 HCXICA. ATYAC9'4111A 4d
131 MCAN HEIGHT, ASCC 7-80, AND MINI YX 3ps? TOP NATO AT f# O-C- IR4184 MICKIAL TO 39 ;UPhIO V
CHORD DCAD LOAD. CA=1ON MIRAMON
xx LARCER SPANS MAY BC BUILT AS LONG 4 THC VERTICAL VrATICAL litIGHT MY NOT EXCCCD
NCIGHT DOES NOT EXCECD 121-01,
NOTC' BOTTOM CHORD MAY IC SQUARE OR PITCHO CUT AS SHOVK 9UftOKTjN4 TAU;$ TOP CHOU )RACING
TAQSS IV CNOADS WDCA VAUCY SCT MUST NAVC VCATHING
ATr4C TO lli� WITH HAILS $PACO PER COPC ItcQUIACKHTS,
x W MAY BE RIPPED FROM A ZX6 (PITCHED OR SQUAR0. a
USC tX4 CONTINUOU:LATCRAL )RACE: AT t4$ 0.C. XAXI"
Cmf.3jtA= ARC TO 1C %3 mCm-f 19 04 ICTTCA ATTA00
4f NAILS, LATCAAL )AACCS
(1) 16d NAIL w$T c"wvT IN 0 TACKCP TO TKC riA:T TAU$$ TMT
CUT FROM 2X6 OR TOEHAILED *+ PAS VOTHING DIAC ATTACKO 70 THC TOP CVAD
LARGER-AS REQUIRED, PAOPMY ATIACH0 fAusic; my ic uni IN Litv or
ThVILI: OPTION PAY OKY 1C USCD if THC Top CHORD or Txc
SUPPORT114 TAM HAS JUR I)CSIGHO VIYK PUA�INS AT 144 4 C.
CONNECTION
DETAILS
3GUARC CUT
BOTTOM CHORD COMMON TRUSSES 2 241 O. C.
VALLEY
PITCHED CUT
TO IRV$$ TOP CWORPS WITH (V S
AND 1C At
MY
312UARC
TTOM
LLt
BOTTOM CHORD
YALLCY
44,,
I I I I I N
VALLEY SET 2 E41 O. C.
PAR71AL 11?LCMG PLAN
4-0-0 (MAX SPACING)
w-
Trussed Valley
D etail
NOT
TYPICAL RECOMMENDE BRACING
e SINGLE PLY -ATTICS4 *;--'R�-�ER TO
INDIVIDUAL ENGINEERE-blibRAWINGS + 2X6 STRUNGBACK
FOR REQUIRED BRACINGI ': W/ 3-16d NAILS.
>K = 2x8 #1 DENSE SYP
SCAB ONE FACE
W/ 12d (2 81f 0. Ct
+ +
7
777 Z 77 7 7- ,
la, MIN. WN,
44
A-ft- ic Truss Bracing
D etail
THIS DRAWING SPECIFIES REPAIRV.F0ft- A TRUSS WITH BROKEN WEDS,
VARNINGi THIS DESIGN 'IS VALIDAN41Y FOR A SINGLE PLY TRUSS WITH
DAMAGED WEDS 2x4 SIZE AND43 Sp'.:PINE GRADE. IN ADDITION
A MAXIMUM Or ONE BREAK PER WES D 2 BROKEN WEBS PER TRUSS ARE
ALLOWED, CONTACT HOLMES LUMBER'F.CR REPAIRS THAT DO NOT COMPLY
VITH THIS DETAIL.
(B) x DAMAGED AREA 121 MAXIMUM LENGTH OF BREAK- IN WEB.
(S) - (2)-2x4 SO., PINE #3 SCABS, MINIMUM LENGTH OF SCAB MUST
BE THE GREATER OFj
1. 68' + LENGTH OF DAMAGED AREA (2). MINIMUM OF 34'
ON BOTH SIDES-OF THE DAMAGED AREA,
OR
2. 807. OF THE ORIGINAL WEB LENGTH.
ATTACH ONE SCAB TO EACH FACE OF THE WEB'�WITH A DOUBLE 3-4* 18.
ROW OF 10d COMMON WIRE NAILS SPACED 4' O. C. STAGGERED.
Broken' Web R�'-.pair
D otail
HAILiNa rOR TRULOX PLATCSt 0. 1310 X 1*3731 TRUSS NAILS OR
CQUAL CIRCLED NUMBERS SHOW NUMJM= NAILS RCQUIRCD,- OR
mL ALL HOLES,
NOTEi THE APPLICATION or TRULOX NAIL PLATE$ MUST BE
SVPCRYISCD BY THE TRUSS MANVACTURER OR BVILDINO
orriCIAL.
NOTC, WER To ALPINE Dam roR SUPPORTING TRUSS.
ADDITIONAL NAILINO MAY JC R&QUIR6 FOR MULTI-MEMBER
SUPPORTINO TRUSS.
HOTCs CHORD stzc or BOTH TRUSSES MUST EXCEED PLATE WIDTH CHART # 1
AND CHORD LUMBER or BOTH TRU::C: MUST BE SO. PINC,
CONNECTION TRULOX NAILS
DOWN OR UP PLATE A
600# . 3X6 6-
10004 3xlo
12004� ME
)KTRULOX
NAIL PLATE SUPPORTING TRUSS
60' MAX.
TYP I CAL CHART #2
CONNECTION TRULOX NAILS
A )K DOWN OR UP PLATE A
600 3X6 6
.8 0 _3x 8
A 000 V 0 to
200 5yip 12.
A 5xlz 16
ISO 5X14 is
2000# 6X20 P-0
%;n
Tnilox Connection
Detail
—DT FNSTONS— FAST9NFRS
MODEL AVG
W H CARRYING CARRIED
NO ULT
MEMBER MEKBER
)76
M 7d
HUSZ6 3 1!14 6-16d 10000
DOUG FIR-LARCH/SOUTF0N FINE ALLOWABLE LOADS
UPLIFT, U11LIFT,j FLOOR U
33� 00)__j SNOW__j CONST WIN,
e ( 115) (12W ( 132)
_ j ( t6Q)
00 1.5-50 1.5,50 P-56.5 1 Pam 1---3ao.5 1 3315
SPRUCE-PINC-FIR ALLOVABLE LOADS
UPLIFT, UPLIFT FLOORI SNOW <CONST I -W 33)
133) 160) 125) 33)
1:390 15.50 1 21.55 2475 1 2540 1 2580
1. UpLift toads have been Increased- 33% and 60%
for earthquake or wind loading with no further
increase attowed. Reduce by 337. and 607. for
normat Loading such as in cantilever construction,
Sinapson T--1 U- S26
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BEACHES HABITAT
HVAC LOAD ANALYSIS
for
Beaches Habitat
P.O. Box 50939
Jacksonville Beach, FL 32240
KRIM
............
RESIMMIAL
6M%HVMAPV KVAC LOADS
Prepared By:
Andy Bryan
Ocean State Heating&Air Conditioning
1476 Atlantic Boulevard
Neptune Beach, FL 32266
(904) 249-8251
4-16-99
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C Beaches Habitat
Neptune Beach,FL 32266-1798 4-16-99 Page 2
Project Summary
Company: Ocean State Heating &A:ir
Conditioning
Client: Beaches Habitat Representative: Andy Bryan
Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard
City: Jacksonville Beach, FIL 32240 City: Neptune Beach, FIL 32266
Phone: (904) 241-1222 Phone: (904) 249-8251
Fax: Fax: (904) 249-8949
Design Data
Project Name: Beaches Habitat
Reference City: Jacksonville, Florida
Daily Temperature Range: Medium
Latitude: 30 Degrees
Elevation: 26 Feet
Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference
Winter: 27 N/A N/A 72 N/A
Summer: 96 78 50% 75 51
Check Figures
Total Building Supply CFM: 767,--.- CFM per square foot: 0.719
Square feet of room arr-*.- Square feet per ton: 583.902
Building Loads
Total heating required with outside air: 23,334 Btuh 23.334 MBH
Total sensible gain: 16,869 Btuh 85 %
Total latent gain: 2,900 Btuh 15 %
Total cooling required with outside air: 19,769 Btuh 1.647 Tons (based on sensible + latent)
1.826 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and frmWeath erData base may vary.
Be sure to select a unit that meets both sensible and latent loads.
Friday,April 16, 1999
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C Beaches Habitat
Neptune Beach,FL 32266-1798 4-16-99 Page 3
Total Building Summary Loads
Component Area Sen. Lat. Sen. Total
Description Quan Loss Gain Gain Gain
3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243
1 OD Door Wood Solid Core 38 787 0 430 430
12C Wall R-1 1 + 1/2" Gypsum(R-0.5)
980 3,968 0 2,168 2,168
16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583
22A Slab on Grade No Edge Insulation 146 5,321 0 0 0
Subtotals for structure: 2,360 15,900 0 10,424 10,424
Active People: 4 0 920 1,200 2,120
Inactive People: 0 0 0 0 0
Appliances: 0 0 0 2,400 2,400
Lighting: 0 0 0
Ductwork: 0 1,112 0 1,535 1,535
Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,322 1,980 1,310 3,290
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0
Sensible Gain Total: 16,869
Temperature Swing Multiplier: X1.00
Building Load Totals: 23,334 2,900 16,869 19,769
Check Figures
Total Building Supply CFM: 767 CFM per square foot: 0.719
Square feet of room area: 1,066 Square feet per ton: 583-902
Building Loads
Total heating required with outside air: 23,334 Btuh 23.334 MBH
Total sensible gain: 16,869 Btuh 85 %
Total latent gain: 2,900 Btuh 15 %
Total cooling required with outside air: 19,769 Btuh 1.647 Tons (based on sensible + latent)
1.826 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and frmWeath erData base may vary.
Be sure to select a unit that meets both sensible and latent loads.
Friday,April 16, 1999
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&AJC Beaches Habitat
Neptune Beach,FL 32266-1798 4-16-99 Page 4
System #1 Summary Loads
Component Area Sen. Lat. Sen. Total
Description Quan Loss Gain Gain Gain
3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243
10D Door Wood Solid Core 38 787 0 430 430
12C Wall R-1 1 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168
16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583
22A Slab on Grade No Edge Insulation 146 5,321 0 0 0
Subtotals for structure: 2,360 15,900 0 10,424 10,424
Active People: 4 0 920 1,200 2,120
Inactive People: 0 0 0 0 0
Appliances: 0 0 0 2,400 2,400
Lighting: 0 0 0
Ductwork: 0 1,112 0 1,535 1,535
Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,322 1,980 1,310 3,290
0
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0
Sensible Gain Total: 16,869
Temperature Swing Multiplier: X1.00
System Load Totals: 23,334 2,900 16,869 19,769
Check Figures
Supply CFM: 767 CFM per square foot: 0.719
Square feet of room area: 1,066 Square feet per ton: 583.902
System Loads
Total heating required with outside air: 23,334 Btuh 23.334 MBH
Total sensible gain: 16,869 Btuh 85 %
Total latent gain: 2,900 Btuh 15 %
Total cooling required with outside air: 19,769 Btuh 1.647 Tons (based on sensible + latent)
1.826 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and frmWeatherD ata base may vary.
Be sure to select a unit that meets both sensible and latent loads.
Friday,April 16, 1999
RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc.
Ocean State Htg&A/C Beaches Habitat
Neptune Beach,FL 32266-1798 4-16-99 Page 5
Room Load Summary Reports
System #1 Room Load Summary
Htg Htg Run Clg Clg Cig Zone Clg Air
Room Area Sens Nom Duct Sens Lat Nom Adj Adi Sys
No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM
---Zone 1---
1 Master 176 5,507 72 0-0 3,594 884 163 1.00 163 163
Bedroom/Bath
2 Bath 2 100 2,250 29 0-0 2,101 212 96 1.00 96 96
3 Bedroom 3 137 2,195 29 0-0 2,054 407 93 1.00 93 93
4 Living Room 233 6,522 85 0-0 3,328 648 151 1.17 176 151
5 Dinette 105 3,056 40 0-0 1,209 236 55 1.30 71 55
6 Kitchen 98 1,285 17 0-0 2,350 106 107 1.25 134 107
7 Bedroom 2 217 2,519 33 0-0 2,233 407 102 1.25 127 102
System 1 Totals 1066 23,334 303 16,869 2,900 767 861 -767
Main Trunk Size: 12xl 2 in.
System #1 Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 1.647 85%/15% 16,869 2,900 19,769
Recommended: 1.826 77%/23% 16,869 5,039 21,908
System #1 Equipment Data
Heating System Cooling System
Friday,April 16,1999