1615 Richardson Ln (vault) S
JOBADDRFMJ�kI5 4ME WORK
led._
PROPER.7T OWNa460 TEL PHONE
CONTI?A M.EPHOArE
PFJUIlTJNVUk!M,ER DA
INSPECTIOMS.- FOOTVVG
SLAB A
77EBEAM
LINM
NALUNG1SHK4THVVG
F7t4AlZ?VG/C0 VER UP I -
MULMON I --
FEVAL BUHDA2VG 7
CERTIFIC41E OF OCCUPANCY
�4-�t -�-ad
F-1- ',`TffCALPF-RAffD
EVSPEC77ONS ROUGH I - -/ - oc>
FVVAL -7 0-6
AMCIMMC4L PERMM
IZVSPEC77ONS ROUGH
F12VAL
PLUAM"GPERNM 73 'j
.WSPEMONS ROUGHMADERSL4B Y '�b I - iV , 00
TOPOUT
WATERMHER t?-
FjVVAL 17 Z-/ z Z-14!"
NOTES.
C) �4
en
rIn
%
0
On
tO
(D
LA
rk
'. s
110—
m
to
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V, rot-
% 0 tot
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0
roft t3 "Oil
V -4 m
15
B UIL DING, PL4 NNINGA ND ZONING INSPECTION DEPAR THENT
CITY OF A TL4NTIC BE4 CH, FL ORIDA
CERTIFIC4 TE OF OCCUPANCY
WORKSHEET
Date Requested: 3
Building Contractor:
Building Permit Number :
Address : S-
.Le��al Description:
Improvements to the above described property have been camcleted
in acco--dance with the terms of the permit and is certiifier'-, to be
readv for occupancy as
Lowest Floor Elevation: 7-7
recuired as built
BEFORE ISSUING CERT7FICATE OF OCCUPANCY THE FOLLOMNG MUSTBE COMPLETE
DEPARTMENT DATE NOTIFIED DATE APPROVED BY
F-ire /1'//,1-
Pubiic Works -7-13-o u 7 - /7- cf�
Plann-ing '7-IY-0 C 7//
B,uilding
FLOODPLAIN QEVELQ2—N4=1NFQR TION
Location::
Type of Development:
Flood Zone:
Required Lowest Floor Elevation:_
If building is located within a flood hazard zone, a survey must be made AFTER TBE SLAB
HAS BEEN POURED, certifjing 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.
CONRAENTS:
Applicant Acknowledgment: I dnderstand that the issuance of this p' ermit 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
Department Use:
Required Lowest Floor Elevation_
As Built Lowest Floor Elevation—
Survey Filed with Building Department
BuYdW Department RLpres'e7i��---
MAP SHDVING BDUNDARY SURVEY DF:
LOT 10. FRANCIS COVE REPLAT, AS RECORDED IN PLAT BOOK 52� PAGES 49 AND 49A OF THE PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA.
LOT(0 LOT 5 LOT A-
FOVND i/1"IRON PIPE(LS"*5)
15 UTILITY FAcjEMENr
WO&IS- 00-E-50-00 f< BY PLAX
to
CONCRE7E R 7 ji A,�' A
WALK
1 20'SRL b
CONCRETE A/C 40
El '.'
AD : l.- I 1 1 ; 1
17.1 c;
L
Be.-c[l
NO.1(p 15 zotli n P,
I STORY FRAME
RE51DENCE WlTk
OR
Ti
VINYL SIDING
LOTS C)
FINISHED FLOOR /'/0 7;6---5
ELEV.14.77' 0 A BEARINGS ARE BASED ON THE NORTH LINE OF
LOT 10 AS BEING N.89'36100"W. BY PLAT.
w
w f. THERE MAY BE RESTRICTION LINES BY
CD Q)
ZONING OR EASEMENTS THAT ARE RECORDED
ui%J < 2! IN THE PUBLIC RECORDS OF THIS COUNTY
9�"I w COVERED
fl. >- I A THAT AFFECT THIS PROPERTY THAT ARE NOT
PORCH
0% L 17.2' SHOWN ON THIS SURVEY.
i
0- 00 :)
0. �.THIS PROPERTY LIES IN FLOOD ZONE "X'1
L z
WHICH IS THE AREA OUTSIDE THE 500 YEAR
CONCR-T FLOOD ACCORDING TO FEMA FLOOD MAP
DRIYE REVISED 4/17/89, COMMUNITY PANEL
z 19 NO. 120075 0001 D.
0.1
k
N'05 0-5 7 R" -rll�3'Q�QrYEASEA,,
T
0-23'.
FML OF PAVEMENT—.
RICHARDSON LANE
A in
W tr.
C CITY OF
Z
'4&449&:"
i4
900 SEMINOUZ ROAD
ATLANT!C BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX(904) 247-5805
SUNCOM 852-5800
DATE
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 compieted and approved:
PERMIT NO. ADDRESS
Pfease call me at 904-247-5826 if you have any questions.
Sincerely,
ATLANTIC BEACH BUILDING DEPARTMENT
(Urtifirate- of
Titu of
Atlantic Ncac4 — Nforiba
Bepartment of luilbing Inspection
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying.that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following.
Use Classification Single Family Residence Bldg.PermitNo. 18140
Grouyio—fralM-' Type Construction s f a Fire Distr Atlantic Beacht (1)
P.
Owner of Building Beaches Habitat— Address lankRonville Beacb, 122463
ing Addre s eocatity Atlantic Beach. FLZ�2213-
By: DON C. FORD
Buil ing 0 icial Date: 0
J
POST IN A CONSPICUOUS PLACE
Inn
CITY OF
4&a4-c BeacAAMid- 48
Office of Building Official
REQUEST FOR INSPECTION
M/9,-?y V/
Date z Permit No. P/073
Time
Received
A
y
Job Address Localit
Owner's r
Name 062C
(4ILDI�NG CONCRETE t15�RICA
,2ing 0 Footing D ugh Wiring El Rough 11 Air Cond. &
Re Roofing D Slab D, Temp Pole 0 Top Out D Heating
Insulation 0 Lintel 0 Final 17J Sewer 11 Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. Lidja
-7 A.M.
Inspecti Marla PM
Inspector
��afiftate of�O ..pa�n6y-0
Date
CITY OF
4&4^40 Be404-99&U-J4
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time kM.
Received P.
Job Address Aocality
Own
NamreZ�—V—6"e- ontra
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 11 Footing 0 Rough Wiring D Rough L-J Air Cond. & F1
Re Roofing Ll Stab 0 Temp Pole F] Top Out 11 Heating
Insulation E, Lintel D Final U Sewer El Fire Place Ej
READY FOR INSPECTION Pre Fab
�( A���M. I
Mon. Tues. Wed. Thurs. (::F�rid�ay PM.
Inspection Made
_PW
spector— Final Inspection El
Certificate of Occupancy F-i
Date -7
UL
CITY OF
t44 I 10�ffi c*e ojf9B"ui 10 d",4in g-1!ff'I c I 7a /
i
REQUEST FOR INSPE I
Date 00 Permit No.
Time AN.
Received P.M.
dres Locality
Owner's
Contracto
-4 BUILDIN6 CONCRETE ELECTRICAL PLUMBING MECHANICAL
"L g -1
�Min El Footing L Rough Wiring Ej Rough P Air Cond. &
Re Rooting 11 Slab 0 Temp Pole El Top Out 11 Heating
Insulation Lintel D Final 11 Sewer El Fire Place
Pre Fab
READY FOR INSPECTION
(::AM�)
Mon. Wed. Thurs. Friday—_r
A.M.
Inspection Made P.M.
Inspector— Final Inspection 0
Certificate of Occupancy 0
Date
vp,w
CITY OF
Office otildin;0 ic;ial /
REQUEST FOR INS, ECT N
Date it No
ermit No.
Time A.M.
Received P,M.
/,�, .( T-- zee,14-42-4 67C 1-0-t
Job Address Locality
Owner's
Name Contractor
CONCRETE —�R�ICAL ECHANI Al-
CME
Framing Footing 11 Rough Wiring X Wo-Jgh X Air-Cond. &
Re Roofing Cl Stab 0 Temp Pole 0 Top Out D Heating
Insulation El Lintel D Final G Sewer 11 Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. Friday
A.M.
Inspection Made PM.
Inspector Final Inspection E)
Certificate of Occupancy 0
Date
CITY OF
Office of Building Official
REQUEST FOR INSPECTIOOk-) 9:2 ce,-,-7
Date Permit No.
Time �.�M
Received P M
JoIZ,Addr Lo
Owner's
Name
WILDING CONCRETE ANICAL
0 Footing D Rough Wiring Ij Rough D Air Cond. &
Re Roofing El Slab 11 Temp Pole D Top Out El Heating
Insulation 0 Lintel D Final F-1 Sewer El Fire Place El
READY FOR INSPECTION Pre Fab
A.M.
Mon. Tues. Wed� CD Friday PM.
A.M.
Inspection Made RM.
Inspector Final Inspection 0
Certificate of Occupancy El
Date
TRANSMITTAL DOCUMENT FOR JEA
DATE:
The following permits have passed "rough" inspection:
Permit No. Address
0 Aa
?lease update
your records accordingly.
Thank
.&10�f
BU DIIG CLERK
ITY OF ATLANTIC BEACH
/vcb
CITY OF
4&4a& BwcA-0;&s4
Office of Building 0�ici
REQUEST FOR INSF E ION
Date _Z_ ermit No.
Time A.M
Received
Aa 0
Job Adic ess Localit
xOwner's �Z_7
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing F1 Footing El Rough Wiring 1-1 (t��rD_ Air Cond.& 11
Re Roofing F] Slab El Temp Pole D Top Out D Heating
Insulation El Lintel El Final D Sewer Fire Place 1-1
K Pre Fab
READY FOR INSPECTION Q)
Mon. Tues. Wed. (=Th.rs Friday—P.M.
A.M.
Inspection Made RM.
Inspector— Final Inspection D
Certificate of Occupancy D
Date
Book 9260 Pg 102
This instrument Prepared By:
N a in e-2f�r
Address
Permit No. 4�14--Tr- Tax Folio No.
NOTICE OF COMMENCEMENT
STATE OF
COUNTY OF -12LJQ/?1-
THE IJNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance
with Cliapter 71:3, Florida Stitutes, the following inforination is provided in this Notice of Commencement.
1. Description of property: (legal description of property, and street address if available)
4..�l 7
1-4 7- A)
</
7-1(:f
2. General description of improvement:
3. Owner inforniation
a. Name and
b. Interest in property:
c. Name and address of fee simple titleholder (if otber than owner):
(7
4. Contractor:
a. Name and address: t7e,,�W
b. I'llone number: 44�x�?
c. Fax 111-1111ber (optional, if service by fax is acceptable):
5. Surety
a. Nanic and address:
1). Amount of bond Bk: 9260
c: Phone number: Pg. 102
Doc# 99092373
d. Fax number (optional, if service by fax is acceptable): Filed & Recorded
04/15/99
G. Lender 01:03:36 P.M.
-I. Name and address: HENRY W. COOK
CLERK CIRCUIT COURT
1). Plione number: DUVAL COUNTY, FL
c. Fax number (optional, if service by fax is acceptable): REC. $ 6.00
7. Persons within the State ofFlorid;-,t designated by OWIICI- LIJ)011 Wboin notices or other documents may be served as
provided in section 713.13(l)(a)7., V101-ida StiltlItCS:
,)4x,
a. N�niic and addi-essi-,--z/0?,V,,,P -/j
b. Phone number: .7 '411-/0-Z z
c. Fax number (optional, if service by fax is acceptable):
S. In addition to 111111self, Owner desigilates die following person(s) to receive I copy oftbe Lienor's Notice as provided
in Section 713.13(l)(b), 10101-ida Stlit'Llt.CS:
a. Name and address: /V/,9
b. Phone number:
c. Fax number (optional, if service by fax is acceptable):
9. Expiration (late of'not.1ce of'comille nceine lit, (t.110 eNpiration clate is I year froin the date ofrecording unless a
different date is specifled)
Sworn toand subscribed before me byjNilio Wcca-k-r- Signature of Owni�jlv�,--JA)(I-
....—,11- 1---- 4- ... . ......I....-I
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
WO SEMINOLItROAD-ATLANTIC BEACH,FL 3ZZ33-TEL 247-5828-FAX 247-5877
mo" 'k..,'I
.............
........... v ......
.......................
...... NFO
1I!q0mft Nubber: 18140, Address: 1615 RICHARDSON LANE
Per, WTiqn: B
m UILDING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 50
Proposed Use: SINGLE FAMILY Lot(s):10 Block: Section:
Square Feet: . Subdivision: FRANCIS COVE REPLAT
Est Value: 47,754.00 Parcel Number. LOT 10, FRANCIS COVE REP
..........:::�l.��-1"."."".'".,,�����.'��i.OVW�M. .�LNF..O.RNL4T..-[M.'.��".-�����i
'Improv. Cost: 47,754.00
bitqqssued: 4/27/1999 Name: BEACHES HABITAT
r6fif Fees: 2,055.66 Address: P. O. BOX 50939
Arfiount Paid: 2,055.66 JACKSONVILLE BEACH, FL 32240
Date Paid: 4)27/1999 Phone: (904)221-0141
Work Desc: CON CT NEW HOME PER PLANS-HSF&SC 1066
.................................
... ........ . .....
... ..... ..
....... ..
JOMN WIELAND HOMES WATER IMPACT FEE 350.00
SEWER IMPACT FEE 1,250.00
WATER METER/TAP 85.00 1
RADON GAS-H.R.S. 5.06
RADON CAB 5% 0.27
CAPITAL IMPROVE. 325.00
CROSS CONNECTION 35.00
CONST.SURCHARGE 4.80
SCHARGI-=/ATL.BCH. 0.53
.............. . ...............
...........
...... .... ... .........
R! gift
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 W" 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.
lew'!tor: WENDY
ate. 5/86/" 61 Receipt: 1254378
ATLXN-nC BEACH BUILDING DEPT. Total Payment
CI OF ATLANTIC BEACH
MECHANICAL PERMIT 7-5826-FAX: 247-5877
Boo SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 24
L CATION INFOR AVION
ERMIT INFOR 1 '14 Address: 16`15
ATI ANTIC BEACH, FL 32233
Permit Nu er: Rallv-- Rook: 50
permit Type, MECHANICAL Township: Block: Section:
Class of Work: NEW Lot(S):10
proposed Use: SINGLE FAMILY Subdivision: FRANCIS COVE REPLAT
Square Feet' parcel Number.: L(-:)T 10, FRANCIS COVE REP
Est.Value: 47,754.00 glk ORtAATIQN
Improv. Cost: a e: [3hAur1ra nr%Lil I I�-
Date issued: I 1124/1999 Address' P. 0. BOX 50939
Total Fees: 43-00 JACKSONVILLE BEACH, FL 32240
Amount Paid: 43.00 Phone:
Paid: 111/24/1999
STALL Z I' AND HEA` -fE
W r Desc: IN
lkf-Z 43.00
CONTRA-F-, IM" WIT
OCEAN STA I I= tit:A I Ot P%1r%
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.
C, �Lk $43.@@ 14
ATLATIC BEACH EULDING —DtPT----- Date: 11/29/99 01 Receipt: N14235
CHECKS i4687
BUILDING AND ZONING INSPECTION DIVISION
cify or ATLANTIC BEACII
ATLANTIC 0119ACtl. FLOMMA 12132
APPLICATION FOR MECHANICAL PERMIT —�&ALUWWWEn
IMPORTANT -- Applicant to complete all ifarns in sections 1, 11, 111, and IV.
Street Addrell.
LOCATION
OF 101forl*c1ing sirests: Daiwa*" Anti
WILDING
11. IDENTIFICATION — To be compleled by all applicants .
In ennt;ds,m1;om of re,m;t 9;�*m for dooAq the wort as descdbad ;m fko 860vo 1144meml we hereby aqrms 10 perform said wo;1 in a"or 14A M C A
-ith the stfsc4d plant and spo6f;cst;ons N;ch art a part hereof and in *ccovdamts with sbo City of Jaclsonvills ordinances and slandairlt
of goed ip,scf;ce 141owd
"&*me *1
Mechanical Q,7_6AQ
C"Irsefor Irrimil mastat,
H v&_ C C )q Cc
Name 44
hep4rfy oWAqr
S40411vto *I 0WASK::7 signature of
"Itvited Architect or 691neer
N
Ill. G-EN"4L 1NFOKk4*T
A. TWO of 44
14 OTHER CONSTRUCTION REM DONE ON
Bootie THIS IIUILOING ON SITE I Y65
11 see—0 L? 0 Natural C] Control Utility
IF yts, Give "Umstm OF CONSTRUCTION
El OJ
0 01h4w —
IV. WICKAMIC-AL IQUI?MINT TO it INSTALLSO NATURE OF WOnK
jpr"49 c"Phot&f of ce'O"Po*4001 Oil Itscit of We "I J�f nevidentlal or tj Corrimarcittl
Hall 0 Space [I It"O"'W cef'Ormal (3 IF%"
ro" x Now building
A;t Ca^446441: (I Roof" 0 Fxlellng I§Ulldlng
D.O. L464rtat C3 niplacetment of existing iyeliam
maximum capacity - / NOW Ineltallfillom(No vyot*m previously Insiallocl)
1*fr;j*r4K*4 C3 Extonsion or add-on to exletlng system
0 0 Other — Spoolly
0 Are apr;n1lon: Nwm6*t ol k"ch
0 tie,,,8 top [] mWilf (j 11415 SPACE 001t OfIK4 USE ONLY
0 C*4"0* puffive. —tommleall I
[3 TOA, _("umle4r)
[) LPG e6efetw9--jilvinlew)
0 Ual'it" possufs
0 946m 04
11 040, — SP*dFv
Lifirr ALL EqUIPMENT
AM COM)ITIONtNG AND REFRIGEIMION fQVIPMEW
mo" Wtafturactur*r (TOM)
_-L\AIJ_T7R0L -a—
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877
ELECTRICAL PERMIT
PERMIT INFORMAT16—N LOCATION INFORMATION
Permit Number: 19040 Address: 1615 RICHARDSON LANE
Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 50
Proposed Use: SINGLE FAMILY Lot(s):10 Block: Section:
Square Feet: Subdivision: FRANCIS COVE REPLAT
Est. Value: 47,754.00 Parcel Number: LOT 10, FRANCIS COVE REP
Improv. Cost:
OWNER INFORMATIO N
Date Issued: 10/27/1999 ame: BEACHES HABITAT
Total Fees: 45.00 Address: P. 0. BOX 50939
Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240
Date Paid: 10/27/1999 Phone: (904)241-1222
-Work-Desc:- CS2/0 150AMPS 1 PH 3W 240V 2-1/2"RW ALUM - NEW RESIDENCE
T
CONTRACTOR(S)- APPLICATIONFEES
A PLUS ELECTRICAL PERMIT 45.00
" ections Requireo,
np
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-1
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.
$45.0614
Date: 10/27/99,*1 Receipt: 0096725
CHECKS 5818
ATLANTIC BEACH�—UILDINZG—DE--—PT--.--- 00100003221800
-J
CITY OF ATLANTIC BEACH, FLORIDA 40
� � 0�1
Approved by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:� ' C) 19 9L)
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
6 Rz-u--s "er'/"ll,0 7-a, --4 L/-- � L ,le"',.
ELECTRICAL FIRM: liASTER ELECTE��AN SIGNjk*RE JOURNEYMAN
NAME ADDRESS-._�l /S- ql MA ZE)�RFD-BOX-
BLDG.SIZE BETWEEN:
RES.Vl""� APT. ( COMM. ( PUBLIC INDUS. NEW P�l OLD REW.
ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SQ. FT.
SERVICE: NEW( "----, INCREASE ( REPAIR FEE
CONDUCTOR SIZE AMPS COPPER LkLUM. 01-r
SWITCH OR BREAKER AMPS Pa w ,:2qOVOLT A-�t- !3ACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
SWITCHES 0.30 AMPS. 31-100 Ai
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0.100 AMPS._j OVER L TRANSF. I
APPLIANCES I
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0.1 OVER
MOTORS H.P. VOLTAGE PHS NO. I If.P. VOLTAGE PHS
MISCELLANEOUS
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877
PLUMBING PERMIT
PERMIT INFORMATION LOCATIOWINFORMATIOff "
Permit Number: 18735 Address: 1615 RICHARDSON LANE
Permit Type: PLUMBING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range:
Book: 50
Proposed Use: SINGLE FAMILY Lot(s):10 Block: Section:
Square Feet: Subdivision: FRANCIS COVE REPLAT
Est. Value: 47,754.00 Parcel Number- LOT 10, FRANCIS COVE REP
Improv. Cost:
Date Issued: 8/26/1999 Name: BEACHES HABITAT
Tota I Fees: 4&50 Address: P. 0, BOX 50939
Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240
Date Paid: 8/26/1999 1 Phone:
W W
ork Desc: INSTALL PLUMBING IN NEW HOME
CONTRAQTORMSJ�
APPILICATION FEES.
B & G PLUMBING PERMIT 46.50
Inspectibris R940r_red-
--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.
$46.5014
Date: g/26/99 @I Receipt: N82641
CHECKS
kQN�TIC B�E�AH ' ILDIN PT.
CITY OF ATTANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
40
I C 14r4,zos 4A14-10
�JOB LOCATION .
;'OWNER OF PRO.PERTY :_ �FA c IV c's d,4 a r
PLUMBING CONTRACTOR 9 -&6 ptvmao4r, e- () -
-CONTRACTOR' S ADDRESS : 13qq -7 669cp jecoo
STATE LICENSE NUMBER : oicCoI26113 TELEPHONE , 221 -3se'r
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
—SI'NKS SHO'rqERS
LAVATORY WATER HEATERS
7
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS WASHING MACHINE
FLOOR DRAINS . SHOWER PANS
OTH ER
TOTAL FIXTU.RES ,. �)o �15 . 00 s
`MNIMUM PERMIT FEE �325 , 00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRj�CTOR:
-------------------------------- ---------------------------------
INSTALLATION OF -PLUMBING. AND FIXTURES MUST BE IN ACCORDANCE WITH
.�j
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
.1, �:
21
CALL A. DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904 ) 247 -5826
SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS -FOR 114SPECTION
PRIOR TO COVERING UP ( 904 ) 247 -5834
RECcIVED
PROPERTY DESCRIPTION
Lot # Block ection #
S u b d i v i s i o n U'�� ZZ
Street Name DESCRIPTION OF WORK
or Address:
(If in a FLOOD HAZARD
Flood Zone: area complete page 3) Brief Description
Class of Work:
Remodel/Addition:
ZONING INFORMATION Type of Construction:
Zoning Proposed
District: Use: Estimated Value $ 17'161600
Exceptions or Variances Materials: /C;e'fA7't"
Granted:
Solid or Filled
Ground: -sae'/,'/,7 Roof:
Method of Heating:
OWNER INFORMATION
Property Owner: Phone:
Mailing Address_ X "52�1 V75
X2 Zip:
y )3(' e 7e�
CONTRACTOR INFOR14ATION
Contractor:
Mailing Address: A//-Vvk�A/
Zip:
Expiration
STATE LICENSE NO: Date: dc�
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 C)
SWORN Ta AND SUBSCRIBED BEFOR ME 13Y THIS DAY
OF ft,r 1997.
.t�ft le Carol G Arlotta �x/4
My Commission CC y pUBoLIC
Expires Jul,21,20�CJ49
,47or FLO*
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
,Address—
Z,a-ue /-/-
Heated Sauare Footage s .3er S�7 go
Garage/Sherd
$ st-, ,S
P e-� s,:;
T-)e C lK --cer sc7
Patio p e sa t s
T OTAL VALUZ',iT ON s
T��2i Vai ation lst C,
Zinincr Value per thousand
Rema- i5ortion tl-lere(Dt
TOTAL BUILDING FEE S
+
Filina Fee
Firemlaces @ $15 . 00
BUILDING PERMIT FEE S
WATER IMPACT FEE $— -3
SEWER IMPACT FEE S s-
WATER IMETER/T.A?
CAPITAL IMPROVEMENT 3 2.
SEWER T�r- S
G) R A D C N ( H R S C 0 6
SECTION H PAVING
H=R-AULIC SHARES S
CROSS CONNECTION S L
/06(c) SURCHARGE . 00 S C S
H E R
GRAND TOTAL DUE
ADDITIONAL PERMITS OR FEES : Mechanicai Plurr-Linc;
Electr-lc/New Elecr-ri-c./Temr) � SwimminaPool
Septic Tank weli Sign Finish Fioor Elevation
Survev— Other
CALCULATIONS and/or NOTES :
p
PROPERTY DESCRIPTION
Lot #—Ie—, Block Section #
7
SubdiVision:
Street Name DESCRIPTION OF WORK
or Address:
(If in a FLOOD HAZARD
Flood Zone: area complete page 3) Brief Description �96111zlp Z7___.__
Class of Work: (New/
Remodel/Addition:
ZONING INFORMATION Type of Construction:
Zoning Proposed
District: -Use: Estimated Value $ 0 0
Exceptions or Variances Materials:
Granted:
Solid or Filled
Ground: ,,,-,r> R o o f
Method of Heating:
OWNER INFORMATION
Property owner: Phone:
Mailing Address -'Mi
Zip:
CONTRACTOR INFORMATION
Contractor: Ve�* /A4lr5;;W4//-/-6-'Phone:
Mailing Address: 2-5�
Zip:
STATE LICENSE NO: Expiration
Date:
I HEREBY CERTIFY THAT I HAVE REAI) AND EXAMINED THIS APPLICATION AND KNOW THE SANE To
5E 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 A-BOVE 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 ?C)
L�77
SWOR TO , D SUBSCRIBED BEFO7.ME BY_-3& /,0 THIS DAY
OF
199
C.rol G Arlotta
My Commission CC
Expires Jul.21,21 Y PUBLIC
OF F16
4 "1
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address / 6 1' 5- /;?( <(-(tf nj2S 0AJ 4 4^)�S
Date 4/— .2 7,
Heated Sauare Footage /066 @ $ qt1,60 Der sq
Garage/Shed @ $ G 'Per sa S
0 0 8 1 ,740 per SCT -t = S
Carport/Porch . r
D e ck S Der Sa ft =
Patic 6 per sq f t =
TOTAL VALUATION : S
Z, 7-5�' /S__ (" 0 8
T��zl Valilation 1st $ /00(f�
-00
Remaining Value per thousand
or portion thereoft
TOTAL BUILDING FEE
+ Filing Fee
Fireplaces @ $15 . 00 s
BUILDING PERMIT FEE
WATER IMPACT FEE S-0 0
SEWER IMPACT FEE $ 0
WATER METER/TAP
CAPITAL !MPROVEMENT
S E W E R T
/04 (D) RADON (HRS ) COS,-) 6 7
SECTION H PAVING $ C)
HYDRAULIC SHARE'S
CROSS CONNECTION $
SURCHARG E . 00 5 0
OTHER
GRAND TOTAL DUE
ADDITIONAL PERMITS OR FEES : Mechanical PlumbinQ
Electric/New Electric/Temp ; SwimminaPool
Septic Tank Well—_; Sign Finish Floor Elevation
Survey Other
CALCULATIONS and/or NOTES :
PLAN REVIEW CHECKLIST
PROPERTY DESCRIPTION: 62 / 3—
OWNER: 6, e ef--C-ef F—-S (406 i7-67-
1 Determine Occupancy Classification of the structure. Select occupancy classification
which most accurately fits the use of the Building. (Chapter B3)
v( 2. Determine actual physical properties of building.
a. Determine building area each floor. (Area definition Chapter 62)
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 B2)
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
3. Determine minimum Type of Construction necessary to accommodate proposed structure. -r lo4':� 71—
(Chapter 136)
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 134)
5. Check detailed Construction requirements
a. Fire Protection of Structural Members (Chapter B6 &Table B600)
b. Fire Protecbon Requirements (Chapter B7 and Table B700)
C. Means of Egress Requirements (Chapter B10)
d. Special restrictons if in Fire District. (Appendix BF The provisions of Appendix BF
are applicable only where specifically adopted by Ordinance)
6. Review design as related to standards. (Chapters B16 - B26)
7. Check other requirements as necessary.
I a. Construction projecting into public property(chapter B32)
(L'If b. Elevators and conveying systems (Chapter B30)
1j, C. Sphnklers, standpipes and alarm systems (Chapter 139)
d. Use of combustible materials on the interior (Chapter B8) 0
e. Roofs and roof structures (Chapter 815)
f. Light, ventilation and sanitation (Chapter B12)
9- Other
CITY OF ATLANTIC BEACH BUILDING DEPARTMENT
Date
By:_ t-9 a,.—
Don C. Ford, Building Official
don/sb.1
CITY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
All apptications r�ust be rereived by 5 P.M. an the MONDAY prior to the scheduled
meeting in order to be placed on the agenda for consideration. INQQMPLETE
APPLICATIONS WILL NOT BE PROCUSE
APPLICANT NAME ADDRE8S I tLtt-HUNt e-
2. IoCs 7—
ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL
3. DESCRIBE PURPOSE OF TREE REMOVAL:
4. SPECIFY TREES PROPOSED FOR REMOVAL OWS:
NUMBER SPECIES ETER (DBH) , CONDITION
/l/no r-
5. TOTAL NdMBER OF TREES TO BE REMOVED:
6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED:
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 MUS BE CLEARLY MARKED ON SITE
BY R
,,EQ SURVEYORS RIBBON.
10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUS BE
CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON.
11. INCOMPLETE APPLICATIONS WILL NOT BE PROCE SED.
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:
�/�" '171- /-3-
APPLICANTS SIGNATURE DATE
";O�- r/�o 4/— 1-5:.—
OWNERS SIGNATURE DATE
APPROVED :
TREE CONSERVATION BOARD CHAIRMAN DATE
0 am The lb -qw- 0-=w "NEW 'llow v 41� . ..Ao�
BEING A REPLAT OF LOTS 2 THROUGH It FRANCiS COVE, AS RECORDED
%off-
IN FLAT BOOK 50, PAGES 67 AND 67A OF THE CURFLENT PUBLIC RECORDS
DUVAL COUNTY9 FLOFdDA
CITY OF ATLANTIC BEACH, F-LOF40A
FRANCIS AVENU
(55' R/W)
(40 FOOT RIGHT-OF-WAY By ED SMITH SUBDIMSION PLA'
15 FOOT RIGHT-OF-WAY BY E.H. DONNER'S SUBWASION PL
0`0
/N0�0100ow 341.00 0
61.00' 50.00' 50.00' 60.
---------- -X- 'L-FWND-4-.;
�5
VONUMINT I
F-2 2.0 aft
-2V 0- ift iRL
ci cs
9 0 0 0
_j
b
b 0
b
10'XIO' JEAEE
04
20' RX 20' Wt�.� EA
_,j 20' qRL----J 20- BRL
101
L
"-- ---------I --- ---------- '2
I
"V<�157 'uTIuTy- EASEMENT N. ";�Z:15' UTILITT EASEMENT
.0 IL �-�50--00A-- 50.00' 60.00,
61.00' c
r---------------------- -------- --------- -T
F-20.1 7-7
20' BRL 20' ORL 20' BRL
uj
P
iq Li
00 V) 0
Z b 'o 0)
r
91 1
91 uji 0
ci
0) 0 0 0 0
;f?l :31 1 inj v- J;o -i I- w
P
0
2
20' ORL L IDRL (D
20' r
L 20' BRL
co
50 JEAE
4 10. FOUND
O�l-S00'45'30*E 6i.0�7 SOO*45'30"E 5 .01' S305*5758-W 5' JEAE WON
W_51T
Uk
TR A T "A" 161.00' DO�
5.55' SOO-15-00-E 2 2-1.60'
I i A rV S00*3
C)
BEACHES HABITAT
HVAC LOAD ANALYSIS
for
Beaches Habitat
P.O. Box 50939
Jacksonville Beach, FL 32240
........... .....
6%HVA r RESHANIIAL,
HVAC 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
�rqj e c��tSu m��ma
Company: Ocean State Heating &Air
Conditioning
Client: Beaches Habitat Representative: Andy Bryan
Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard
city: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266
1 Phone: (904) 241-1222 Phone: (904) 249-8251
Fax: Fax: (904) 249-8949
Design Data
Project Name: Beaches Habitat
1� 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 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 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 3
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
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 frmWeatherDatabase 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 4 ;1
System #1 Summary Loads
Component Area Sen. Lat. Sen. Total
Description Quart 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 Stab 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
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 Clg Zone Clg Air
Room Area Sens Nom Duct Sens Lat Norn Adj
Adj 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: 12x12 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
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 . ) S . 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 'Z:F9. 00sqft
b. Tint, film or solar screen 8b. O . Osqft /160 . 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
e!5i'(( S EER: 10 . 50
14 .Heating System: 14 . Type : Heat Pump
'�F I/ HSPF : 7 . 30
1S .Hot water system: 15 . -1ype : 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, RB-Attic radiant
barrier, MZ-Multizone)
19 .EPI (must not exceed 100 points) 19 . 9S . 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:- �Izf (--- 5!4' 553 . 908 F.S .
I hereby certify that this building is
in compliance with the Florida Energy
Code .
OWNER/AGENT: BUILDING OFFICIAL
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 DEL CLR NE 15 . 0 57 . 7 . 87 753 . 9
DEL CLR NE 9 . 0 57 . 7 . 79 410 . 7
DEL CLR NE 15 . 0 57 . 7 . 87 753 . 9
SE 21 . 00 65 . 8 1381 . 8 DEL CLR SE 6 . 0 79 . 1 . 73 344 . 3
DEL CLR SE 15 . 0 79 . 1 . 84 994 . 0
sw 30 . 00 65 . 8 1974 . 0 DEL CLR SW 15 . 0 79 . 1 . 84 994 . 0
DEL 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 Wcod 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-on-Grade . 0 146 . 0 -41 . 20 -6015 . 2
INFILTRATION---------
1066 . 0 8 . 0 8528 . 0 Practice #2 1066 . 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 DEL CLR NE 15 . 0 4 . 6 1 . 32 91 . 3
DEL CLR NE 9 . 0 4 . 6 1 . 48 61 . 3
DEL CLR NE 15 . 0 4 . 6 1 . 32 91 . 3
SE 21 . 00 -10 . 6 -222 . 6 DEL CLR SE 6 . 0 -22 . 7 . 70 -95 . 3
DEL CLR SE 15 . 0 -22 . 7 . 84 -285 . 3
sw 30 . 00 -10 . 6 -318 . 0 DEL CLR SW 15 . 0 -22 . 7 . 84 -285 . 3
DEL CLR SW 15 . 0 -22 . 7 . 84 -285 . 3
NW 40 . 00 -10 . 6 -424 . 0 DEL CLR NW 20 . 0 4 . 6 1 . 32 121 . 7
DEL CLR NW 20 . 0 4 . 6 1 . 87 172 . 0
-------------------------------------------------------------------------------
. 1S 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 -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 . 55 6 , 267 . 50 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 . 5 11409 . 0 23 , 374 . 81 3776 . 6 7572 . 0 10916 . 0 22, 264 . 56
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 60OB-93
0 10 20 30 40 50 60 70 80 90 100
--------------------------------------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 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
SolarEF. . . . . . . . . . . . . . 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 60OA-93
or Form 60OB-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 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---------------- ---- I
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
GasEF. . . . . . . . . . . . . . 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
job: (9-0293) LOT 5 / JI THIS OWG. PREPAR;ED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR's LAYOUT
TOP CHORD 2X4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI.
BOT CHORD 2X4 SP 02 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 DL - 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
)_I 1'0"6
12
m �n
X4(A I)
+8'1"2
7'1"B
2' t 7' APP F qXE�R.ti-I I
I 'tty 'ur Aj�LjjI-qIl%j Lnj-vw..
Rv-403# U-250# W-3"B BUJI-T)ING OFFIC8 Rv-70# U-200# NAILED
PR 2 7 1999
TAG T9 SEG = 52423
PLATE-WAVE—TP195 TPI-95 (STD) 4' QTY= 14 PLIES= lxL;z— REV. 18.2c4 SCALE =0.7320
ALPINE ENGINEE 0 PRODUCTS INC TRUSSES REGUIRE EXYRE14E CARE
)(*IMPORTANI - RE 0' WARNING IN 02/11/99 TC LL 20 .0 PSF REF
)(* SHALL NOT BE RESPONSIBLE F A ANY HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIDNS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST8B BY TPV FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 115 T TC DL 7 .0 PSF DATE 02/11/99
ALPINE CONNECTORS ARE MADE OF .1
20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP ;2,111 BC OL 10 .0 PSF DRWG
A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER A
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& IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING -- SEE T F
S
CONFORM./APPLICABLE PROVISIONS OF NOS 6 TI., AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/91) FOR R LD. 37 . N. 7
PR ER tORI TOT 0 PSF O/A LE
)PY OF TH.
H S
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HE- DA—ALL APPLICATION. FURNISH A COPY OF is IDUR FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 9FD
0--TPI - TRUSS PLATE INSTITUTE, NDS 1991 NATIONAL QFSIGN SPECIFICATION FOR WOOD CONSTAIJO71— ISPACING 24 0 ITYPF spec
Job: (9-0293) LOT 5 / J2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI.
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF. WIND BC DL - 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/On SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv-99# NAILED
10'2"6
Lo
12 ru
W m
.2' 5'
Rv-339# U-230# W-3"8 Av-44# U-200# NAILED
TAG T6 SEQ 52427
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= I TOTAL= 8 REV. 18.2c4 SCALE =0.9207
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE
*)(IMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 02/11/99 T C L L 20 .0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY 7PI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 231 BC OL 10 .0 PSF ORWG
A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
7AI)SS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM
__ SEE
R ER
- I S
P_j
TH
T
CONNECTORS PER DR—INGS 130, 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- S E
37.0 PSF 5
CONFORN �/ARPLICABLE PROVISIONS Of NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PR A FOT LD O/A LEN.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED-ERE DRYWALL APPLICATION. FURNISH A COPY H I S 0— IDUR.FAC. 1 .25
IN ONLY. AND SHALL HOT BE RELIED UPON IN ANY OTHER WAY. DESIGM TO THE IRUS T
(TOO IN ITYPE
S ERECTION CONTRAC 0
-TPI --YRUSS PLATE INSTITUTE NOS 11 NATIDNAL_DESIGN SPECIFICATION [SPACING 24.0 spec
Job: (9-0293) LOT 5 / J3 THIS DWG. PREPARr:O BY THE ALPINE JOB-DESIGNER PROGRAM_FROM TRUSS MFR*S LAYOUT
TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI.
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
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 SEAR ANDIOR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
Rv-28# NAILED
9-4-6
12
5
W2X4(Al)
2' t 3'
Av-288# U-220# W-3"8 Rv-17# U-200# NAILED
TAG T7 SEG 52432
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 6 PLIES= I TOTAL= 8 REV. 18.2c4 SCALE =1 .2405
ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE
)(*IMPORTANT**SHALL NOT BE RESPONSIBLE FO'A ANY WARNING IN HANDLING. ERECTION AND 02/11/99 T C LL 20 .0 PSF REF
DEVIATION FRO. 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 OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 2,1 BC OL 10 .0 PSF DRWG
A445 GR 0 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& t6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE .T E . 1 [0/EALEE I
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE f7/t/911 FOR PROPER TOT.LD. 37 .0 PSF O/A LEN. 3
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY T IS OUR.FAC. 1 .25
HIS
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAC T
�R Typ
70
-TPI - TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL DESTGN SPECIFICATION FOR WOOD CONSTRUCTIO! J SPACING 24.0" TY E spec
I- N D
ob: (9-0293) LOT 5 / J4 THIS DWO. PREPARtD BY THE ALPINE JOB OESIr
- �NEA PRMRAM FROM TRUSS MFR'S LAYOUT
_f_0P CHORD 2x4 SP 02 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 DL - 5.0 PSF, WIND BC OL - 5.0 PSF.
REACTION OF 334.76.
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.
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.
-8'6"6
cp 01
12 W2X4(Ai)
2'
Rv-370# U-270# W-3"B
Rv-aU&165#-200,AILffU LED
TAG T8 SED 524�6
PLATE-WAVE TPI95 TPI-95 (STO) QTY= 8 PLIES= I TOTAL= 8 REV. IB.2c4 SCALE =1 .8460
ALPINE ENGI%EERE0 PRMUCTS. INC. TRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF
)(*IMPORTANT*X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 02/11/99
DEVIATION FRO- TV41S DESIGN OR THESE SPECIFICATIONS. OR ANY BAACING. SEE HIB-91 BY IPI. SEE THIS DESIGN T TC OL 7. 0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE I',
:LPI E�CO NECTORs ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 1142319' BC DL 10 . 0 PSF DRWG
1991 NATIONAL DESI N SPECIFICATION FDA 0" —ITYPE
446 G 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER JDM
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC L L 0 .0 PSF
CONNECTORS PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDAPOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE E�l '�
CONFORM �/&PPLICABLE PROVISIONS OF NOS f TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE t7/t/911 FOR PROPER 1) ,4— TOT.LD. 37 .0 PsF O/A LEN.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS DUR FAC. 1 . 25
IN ONLY, AND SHALL NOT BE RELIED UPON I ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. D
-TPI - TRUSS IATE INSTITUTE, NOS ___ 1-1-1-- j CING 24. spec
Job: (9-0293) LOT 5 / J5 THIS OWG. PREPAPLD BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOO CHORD 2X4 SP #2 N *x*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**x
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 IC OL - 5.0 PSF, WIND BC DL A, 5.0 PSF,
LOAD CONTINUOUS LOADS LOAD CONC. LOADS
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
0 T 54.0 54�O 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 5.3
1 8 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 8 -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC_
I T -89.2 -89.2 2.B 2.9 0 B 35 6.3
1 1 -74.4 -74.4 2.9 9.7 0 B 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O�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 ANO/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRRVEY��# NAILED
-33 551 197r
1'5'7 - 2'9"15 2*9"15 2'9.8
9'10"13
W3X4
12
3.54
m
2
Wi.5%3 W3-X-A E 1"2
10'2"5
L 2'9"15 9'10"13
1'!5"7 _2'9"15 -1 2'9"15 1 2'9"8
-39 1# 35J 88j
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. 18.2c4 SCALE =0.5915
ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF
**IMPORTANT)()( SHALL NOT BE RESPONSIBLE FO� ANY' WARNING IN HANDLING. ERECTION AND 02/11/99
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY 7PI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05186 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE I:,
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASY04 OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �231 BC OL 10 ,0 PSF DRWG
A446 rR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER I
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF iom
CONNECTORS P�P DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIH�G P- SEE I A T 1 0 1 TOT.LO. 37 .0 PSF O/A LEN 91013
POPE
,P I ' ' I I"
-A T' 17/'/! F R
FURNISH A COPY_ T.I S
'S E REC,I ON '.."OR
CONFORM ./APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS OUR.FAC. 1 .25
r
IN ONLY. AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY, 09SIGN TO THE TRUSS ERECTION _".,..0 IDR.
Tr- I'ITI YF -1 ArTNr, qpe at)nvP.ITVPP c_;n p r
Job: (9-0293) LOT 5 / T4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFP'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 DL - 5.0 PSF. WIND BC DL - 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"
12 W4X4 T
5 C:-,- wi.5x3 W1.5X3 F
!D !D
ul
W2X6(Al) W2X6(Al)
l±v6' 1' 2
rF -IR3Y7 W TX'4
25'
2' 25' 2
Rv 1036# U=540# W-3"8 Rv-1036# U-540# W-3"8
TAG T4 SEQ = 52419
PLATE-WAVE TP195 TPI-95 (STD) QTY= 12 PLIES= I TOTAL= 12 REV. 18.2c4 SCALE =0.2669
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE
)(*IMPORTANT** SMALL MOT 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 TC OL 7. 0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05788 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF �OGA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP IIA231 BC DL 10 .0 PSF [)RWG
G __ SEE
PROPER
OF I
t CTDR
A446 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. P05ITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0 .0 PSF JDM
CONNECTORS PEP DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -_ I I A F
% SE TOT 37 .0 PSF O/A LEN. 25
CONFOPM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER�S ALPINE TECHNICAL UPDATE (7/j/91) FOR PROPER -:0 LD.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF I His R.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSSEPECTIONN CONTRA TO Du
TPI - TRUSS_PLATE INSTITUTE "I" - 1.1 NATIONAL 11111GN SPECIFICATION FOR WOOD CONSTRUCTIJON E SPACING 24.0 ITYPE comn
Job: (9-0293) LOT_5 _/ T3 THIS OWG, PREPARtO BY THE ALPINE JOB DESIGNER 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 8.50 FT FROM ROOF EDGE.
WEBS 2xA SP #3 WIND TC DL - 5.0 PSF. WIND SC 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.
3
W4X5(R) W 6 T
12
5 W1.5X3_ WI.5X3
W2X6(A I) W2X6(Al)
t)X4
m W3X7 VV
25'
25' 2
Rv-10360 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
X*IMPORTANT**SMALL.07 BE RESPONSIBLE FDA ANY WARNING IN HANDLING. EPECIIOM 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 CONFOR14ANCE WITH QSTB5 BY TPI FDA ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORWG
A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER
t TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM
CONNICIORS PER DRAWINGS 130. ISO r 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 37 .0 PSF O/A LEN. 25
CONF014H W/APPLICABLE PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER
SEAL ON THIS ORANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF TH I S DURYAC. 1 .25
IN.ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSSERECTION CONTRACTOR. SPACING 24.0" TYPE hips
__", 'RUSS P"', I NOS l -T111-1 1111111 SPECIFICATION FOR WOOD CONSTRUCTION I
Job: (9-0293) LOT 5 / T2 THIS DWG.__PREPAR ED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 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 DL - 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'
W4X5(R) W4)6
12
W2X5(Al I ipi W2X5(Al)
ttl - I
WN WJX4 Wl.bxj
25'
2' 25' �2'
Rv 1036# U=540# W=3"8 Rv-1036# U-5400 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 AEOUIRE EXTREME CARE TC LL 20 .0 PSF REF
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING I N HANDLING. ERECTION AND 02/11/99
C EVIATION FRO. THIS DESIGN OR THESE SPECIFICATIONS. OR ANY 13RACING SEE HIS-91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TAT FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �5 T TC DL 7 .0 PSF DATE 02/11/99
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED. 70P BC DL 10 .0 PSF DRWG
[A445 CA 0 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 4231
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 50170.CHORD 8C LL 0 .0 PSF JDM
CONNECTDR5 PEA DRAWINGS 130. t5O& 16OA-F. DESIGN STANDARDS IT.PROPERLY ATTACHED RIGID CEILING -- SEE S T I T E 0 F
CONFORM W/APPLICASLE PROVISIONS OF NO$& TPI. AN ENGINEER'S ALPINE TECHN ICAL UPDATE (7/1/91) FOR PA ER TOT.Lo. 37 .0 PSF O/A LEN- 25
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTEU HEA- DRYWALL APPLICATION. FURNISH A Copy is JOUR.FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIEO UPCN IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACT EN
lc;PArTN(-, ?4 ,n T V rl F h�r)s
CITY OF
lQ40140
Office of Building Official
REQUEST FOR INSPECTION
-2
Date �?,�
No.
Time A.M.
Received X7 PM.
Job dress Loca ty
Owner's
Name ntractor
BUILDING QCONCRETE��> ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing 11 Rough Wiring 17� Rough 1-3 Air Cond.&
Re Roofing 11 Slab Temp Pole 0 Top Out 0 Heating
Insulation �—<
0 Lintel Ll Final E Sewer C] Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. Friday
(LU-s D, A.K
Inspection Made P.M.
Inspector 0 -L-A Final Inspection 0
Certificate of Occupancy El
Date
CITY OF
4&4a&C Isewlej,-
Office of Building Official
REQUEST FOR INSPECTIO
1-31
ft 4 4� /
,di
i ng Off i ia
I
L�RNSP �r
Date er t N
Time A.M.
R P c 11V PM
I -- jop,AqUress all- 0&ity
Owner's i 121�
Name —Contractor MECHAN
BUILDING CONCRETE ELECTRICAL
Framing U, Footing P Rough Wiring Rough Air Cond. &
Re Roofing Eli Slab 0 Temp Pole 0 Top Out n Heating
Insulation El Lintel [I Final 1� Sewer I I Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs, (::Fr,:d.y)_--cp-7m�
A.M.
Inspection Made 7 7, PM.
Inspector— 1_17- I Final Inspection D
Certificate of Occupancy El
lk
Date
nb' (9-0293) LOT 5 / Tj THIS DWG. PREPAP ED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #1 Dense tOO MPH WIND, 15.00 FT MEAN HGT, SBCCI,
SOT CHORD 2x4 SP #2 N ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF,
WEBS 2xA SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
RECOMMENDED CAMBER 1/4" 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 wl.5x3 8
0
T 12
5
��A�W2X 10(B5R)
u EF I'
W W Wl.bX4
1.5X4 W97 H52b12
25'
2' 25' 2'
11' —7-
42aw 4281#
Rv=1903# U=930# W=3"B Av-19030 U-930# w-3"B
TAG TI SEG 52406
PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =0.2669
ALPINE ENGINEEPEOOMPRODUCTS INC TRUSSES REGUIRE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF
*)(IMPORTANT)()( SHALL NOT BE PESP SIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 02/11/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP 10.0 PSF DRWG
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM BC OL
PS
0 JVF
A
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, 80770M CHORD BC LL 0.0 PSF iom
CONNECTf,AS PER DRAWINGS J30, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY A77ACHED RIGID CEILING-- SEE I.I E 0 F ,
CONFORM W/APPLICABLE PROVISIONS OF NOS & -1, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER I TOT.LQ. 37.0 PSF O/A LEN. 25
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED E.E OPI.ALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR hips
-TPI - TRUSS PLATE �111TITUTI. NOS_- 1991 NATIONAL OFSIrN S111TITCATION 1.11 WOOD CONSTAUCITOM ISPACING see tabove TYPE
HIB-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for TRUSS PLATE INSTITUTE
HANDLING, INSTALLING & BRACING METAL 583 D'Onofrio Dr.,Suite 200
PLATE CONNECTED WOOD TRUSSES Madison,Wisconsin 53719
(608)833-5900
1(is the responsibilkyo'the insta w2uflder building contractor.ticensed contractor truss industry, but must, due to the nature of responsibilities involved, be
erectororerec* die, insta#a presented as a guide forthe use of a qualified building designer or installer.Thus,
brace metal plate connected wood trusses to protect 0a and ampeft The installer the Truss Plate Institute,Inc.expressly disclaims any responsibility for damages
must exercise the same high degree of safety awareness as with any otherstructural arising from the use, application or reliance on the recommendations and
material.TPI does not intend these recommendations to be interpreted as superior information contained herein by building designers,installers,and others.Copyright
to the project Architects or Engineer's design specification for handling,installing Q 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
'10
81-10, 8'-10'
Frame 1
TOPCHORD
,& TOP CHORD LDIAGONAL BRACE
12 4 or greater MINIMUM LATERAL BRACE SPACING(DBS)
SPAN PITCH SPACING(LBS) r#tr, eseal
SPF/
,e Up to 32' 4j 2 8' 20 15
over 32'-48' 4/12 1 6' 10 7
over48'-60' 4/12 1 5' 6 4
over 60' See a registered professional engineer
DF Douglas Fir-Larch SP-Southern Pine
HIF Hem-Fir SPF-Spruce-Pine-Fir
Continuous Top Chord
All lateral braces Lateral Brace
lapped at least 2 Required
trusses.
10'or Greater
er
t
Attachment
Required
z,1
e-
X
k
Top chords that are laterally braced can buckle
togethorand cause collapse if there is no diago-
net bracing.Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord. �_PITCHED TRU
TIM
noM f 0 1
TOPCHORD
MINIMUM TOPCHORD DIAGONALBRACE
PITCH LATERAL BRACE SPACING (DBS) 12
SPAN DIFFERENCE SPACING(LBS) [#trusses] 5
SP/DF I SPF/HF
Up to 28' 2.5 7' 17 12
Over 28'-42' 3.0 6' 9 6
Over 42'-60'1 3.0 5' 5 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
lapped at least 2
Required
trusses.
A
10"or Greater 1 z
Attachment
Required
Q.
2.5
Top chords that are laterally braced can buckle
togetherand cause collapse if there snodiago-
nal bracing.Diagonal bracing should be nailed
or to the underside of the top chord when purlins
4� are attached to the topside of the top chord.
SCISSORS TRUSS
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 are laterally braced can buckle
SPIDF SPF/HF togetherand cause collapse if there is no diago- 10"or Greaterl
nal bracing.Diagonal bracing*
013 to 30" 8' 16 1 10 hould be nailed
I - to the underside of the top chord when purlins
Over 32'-48 42" 4 are attached to the topside of the top chord.
Over 48' 60' 48" 2
Over6O' See a registered prof nal engineer Attachment
DF-Douglas Fir-Larch SP-Southern Pine Required
HF-Hem-Fir SPF-Spruce-Pine-Fir
0 rr,,,,ft
SPF/H
30*or
greater
011
All lateral
braces lapped
at least two
trusses. so
L The end 4:
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.
U2 PARALLEL CHORD TRUSS:TOP CHORD Continuous
Top Chord
Top chords thatare laterally braced can buckle Lateral Brace
togelherand causecollapse ilthere isnodiago- Required _T_
nal bracing.Diagonal bracing should[>a nailed I I , I
to the underside of the top chord when purlins 10"or Greater i
are attached to the topaide of the top chord.
Attachment
Required
30,
Is rusas Z,
Trusses must have lum-
ber oriented in the hori-
All lateral zontal direction to use
braces lapped this brace spacing.
at least two
trusses. so
End diagonals are essential for
stability and must be duplicated on
both ends of the truss system.
Frame 5
C�g
Alai a(�s
q M 5.43 't 1w, 41.3sas
3.1c I s 34 -314 a A
��Oj 4 'as SSVAL '3L'4-\
L.L4 a L L4 ti �SVA
OL '*,� ca
.41A P9 L Lla� 4,q.3LC
IS . 73S OL 3 3N
W3 L,a
a's 0 IV
a
V v%& 1-603LIAS?
4 \a p
S3� a
ss 13L 0�3V I j-aS
6681
49 431
I-a4 N
ss-3,�L
sl
.31
ja
MNXIMUM NUMBER OF ROWS OF NAILS
CHORD SIZE
2
NAIL TYPE 2X4 2X6- 2X8 2XI01 2XI
X6
8D BOX 3 a to J-13-
101) BOX 2 5 . 7 9 11
112D DOX ' 2 5 7 9 It
16D BOX 2 4 6 0 10
A - EDGE DISTANCE AND PERPENDICULAR TO GRAIN SPACING (7 DIAMETERS). Pon nnx P 5 7-__�
11 - CNO DISTANCF. AND PARALLEL TO GRAIN SPACING (15 DIAMETERS), 81) COMMON 2 4. —6 —9 1
C - DISTANCE ROWS ARE TO BE STAGGERED (7-1/2 DIAMETERS), 101) COMMON 2 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
0.120=50 GUN 3 5 7 10 12
0.131X2.3' GUN 2 4 6 9 it
0.12OX3.0' GUN 3 5 7 10 12
BEARING BLOCK TO BE SAME SPECIES, 0.131XU' GUN 2 4 6 1 9 1 it
SIZE AND GRADE AS CHORD.
MINIMUM NAIL SPACING DISTANCES
4Q#r DISTANCES
0 NAIL TYPE A B I c
A OD BOR- TTITC'—7--3/4 7/8'
"A IOD BOX 15/16' 1-15/16' 1,
A 121) BOX 13/16' 1-15/16' 1 V
16D BOX 10 2-1/16' 1-1/16'
20D liny 1-1/16' 2-1/4' -1/()'
D .-D-.-T) 81) COMMON 13/16' 2' 11
101) COMMON 1-1116' 2-1/41 1-1/80
12D COMMON 1-1116' 2-1/4' 1-1/0'
PNON OF MOCK AS-SPECIFIED 16D COMMON 1-3/16' 2-7/16' 1-1/4'
ENGMELRED-MAWR"
(12' HINUIUN - 24' WINUM) 20D COMMON t-3/8' 2-7/e' 1-7/16'
0.120X&3' GUN 7181-- - -15/16'
0.131X2.5' GUN 15/161, 2* if
0.120X3.0' GUN 7/6' 1,13/16' 15/16'
0.131X3.0' GUN 15/161
B139
Be&ing Block
Nail Spacing Detail
t8P ccNOjttD IX4 $0. PINC 12 H , EXCEPT AS *W (Kxx)
I r Haig RX4 SQ PINE 12 H
vex$ IX4 SO. PINC 13
MY1119 UPLIFT CONNCCTIDHS AT ICARINGS�A: INDICATED,
UPLIrT 1 3301 2001
LOC, + ++ #2 HIP OR* COMMON TRUSS
UPwrT JASCD ON mo P:r TOTAL DEAD MAD..
WIND SPCCD v 110 MPH, MEAN NOTs,#1 17,3 M v 0=30 (SIC)
WIND ANALYSIS ALSO COMPLIES WITH SOUTH fLORIDA
jumoma cou FOR 120 MPH AND 30,0 rr MEAN MIGHT, #1 Hl*P TRUSS
PROVIDE UPLirT CONNCCTIONS AT ICARINGS At INDICATED.
UPLiry i non 43o#
190, LOC. + ++
UPLIFT IASCD ON mo Psr TOTAL DEAD LOAD.
WIND MCD n 120 MPK XCAN NOTs a M 6 fT# 0=11 (SIC)
VIND ANALYS13 ALSO CWLICS WITH SOUTH FMIZA 71 MAX, (R F. LAYOUT)
BUILDINO CODC FOR 120 MPH AND 30.0 MEAN HcIOHT#
x (2) 16d TOENAILS.
XX (3) 16d TOENAILS,
OR xx TRULOX WITH 4 NAILS
AS PER DRAWING
WX )K)K
X
ax?
A#
X )K A X +
51 7' OVER 2 SUPPORTS
FND AND CORNER JACKS HIP JACK Corner Set
D etail
(A) ZX6 OR LARGCR = PINC It VALLCY RArTCFt
(3) W SO- PINC #3 CRIMC ( )(AX NCTGHT 40-30)
(C) W :Oo PINC 13 CRIPPLC (MAX HCIW.0-30) (3)-16cl NAILS,
(D) 10 OR LAROCR SO, ?INC It VALLEY--ArYIX
NOTC, YALLCY RArTER (D) MUST NOT 3C 0 :IZC THAN THAT Or (D) TOENAILED.
VALLEY RAFTER (A)
NOTCi RCFCR TO VALLEY DETAIL SKECT FORI-CUPPORTING TRUSS
IRACINO DCTAILS. PLYWOOD +
S r
HEATHING (c)
(3)-16d NAILS*
(B), (C) MAX HEIGHT WITH IX4 "T* BRACE IS 91-1011 TOENAILED.
(1), (C) MAX HEIG14T WITH ZX4 IT" BRACE 13 11`-2f
FOR IX4 AND 2X4 IT' BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. SUPPORTING TRUSSES
rASTCN IX4 IT' BRACE TO CRIPPLE WITH 8d MAIL$ AT 4' 0, C, e P-48 U. Q MAX SPACING
FASTEN ZX4 IT' BRACE TO CRIPPLE WITH 16d MAIL$ AT 4' OiC. GIRDER
x IN LIEU OF PLYWOOD SHEATHING, IX4 CONTINUOUS LATERAL BRACING
(WCM-FIR OR BETTER) AT 2411 EL Co MUST BE ATTACHED TO THE
VNDERSIDC OF THE 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 COMMON TRUSSES e 24' O. C.
ATTACHED TO THE TOP CHORD, AT EACH END OF THE VALLEY. ATTACK
CONTINUOUS LATERAL BRACING TO EACH TRUSS WITH (2) Od NAILS,
NOTEi THIS OPTION MAY ONLY BE USED IF THE SUPPORTING TRUSS
HAS BEEN DESIGNED WITH PURLINS AT 24* 11 C. SPACING ON TOP CHORD. MOON 7AUSICS
4 940 C6 C.
(p) RIDoc UMAX
(0.164 NAILS Tm"ILrb m (A) Y"cy Unus
CAPP" IxTo k1mc WAS
KUQ
(b)
HAI
0' rC:m:1MON TRUSS S e 24, 0. C.
_7 FRA?MG PLAV
C)
ILS*
"listc, 1 1
C6
L
1-cy JL
(c)
4' 0
(TYPICAL)
XULS, 700AILED (TYPSUO
(mmo S)CATHIMI Valley Rafter
TAUS$Tw a""p9=40trICATtoms
two cupm a Map D etai I
TOP CHORD ZX4 SP #2 ym=wo 3MU4 r
IOT CHORD IX4 SP 92, ZX4 SpF 02, U3(x) Sp jZ, OR ZX3(x) Spr #Z -r1R OR 3 'x
No MY it ulp", TTA
WES: 2X4 SP 03 mot %%4 p KK
1 m m1p-tA a I IN
37% To A sq&su ty
ATTACH EACH VALLEY HCHBCR To EACH�ii?CIRTING TRUSS cwwaAmAr*l
MR tv Of X4 *T* I
Nw JrAAL I
VITH (1) 16d NAIL roR 100 MPH AND*.C2%-16d RAILS FOR
110 MPH, TOCNAILCD (SEC DETAIL), ) J)P11IFT 3ASED ON M V� tT VERTICALS THAT ARC OYCR 7*-1# TALL "PLY W
131 MEAN HEIGHT, ASCC 7-88, AND MINI Zpsf TOP r, UK 4,WC As WC) HEXJCX ATTACH V11H Id
law K41PA HATWAL To 1C IUPPLItD 11
v
CHORD DEAD LOAD. Cl=
Xx LARGER SPANS MAY BE BUILT AS LONG AS T-KC VERTICAL Y=KM Vk=VCATIC&KIGHT KAY NOT CXCCCD W-0'-
MCIGHT DOES NOT EXCEED 121-01,
HOTCi BOTTOM CHORD MAY BE SQUARE OR PITCHO CUT AS SHOWN. &wfQKTm TAUS$ TOP CHM IR41ma
TAUSS 10 CIMIt UNOCK VAU.CY SCT MUST HAVC $NCATHING
Oad TO IK
x &X3 MAY IC RippeD rROX A 2X6 (PITCHD OR SQUARE). UK VITM MAIL$ SPACES PCA CODC ACOVIACKHTS.
V W CONTIMMS tATCKAL JXACCS AT t4l C4
LRAC0 ARC To 1C 13 KCH-fix CA 3C TCA MICK)
KU S TOP CWDS WITH (1) 441 'ATLg"rL' CA" 1AACC1
(I) 16d NAIL T CXTCKD'TO A" IC ATTACHED To C A T TAWS 78AT
CUT FROM 2X6 OR TOCNAILED ++ 14 DIWITLY ATTACHED TO THE 7 CNOADO
LARGER.AS REQUIRED. VALLCY M:SCS K4Y JC 0 IN L19V Or
is apTiag YAY ONLY 3c utcb ir THE Top cwoxp or Twc
Tx= KAS 3ccu ac:IQO WITH MIR$ AT 14, 0.C.
CONNECTION
DETAILS
SOUARC CUT
BOTTOM CHORD COMMON TRUSSES e 24, C. C.
VALLEY
PITCHCD CUT
30TTON CHWW
VALLEY
SC t
W MRU T
W$ 8
HAS twATHI OP
LoTPay ATTAM us
JD>3 NAM"
3 VE
TT M
A I
C. u
LART=RRAbMG PLAN
6-0-0 (MAX SPACI
Trassed Valley
Detail
TYPICAL RECOMMENDE B I RACING
e SINGLE PLY -ATTICS. :--'R�-�ER TO
INDIVIDUAL ENGINEER61--bRAWINGS + = 2X6 STRONGBACK
FOR REQUIRED BRACING, W1 3-16d NAILS.
)K = 2x8 #I# DENSE SYP
SCAB ONE FACE
W/ 12d e 8j, 0. co
01
+ 1 +
v 7--7--- 7 .......7
LJ
1z' Him
Attic Truss Bracing
Detail
THIS DRAWING SPECIFIES REPAIRS-*.�Qlt- A TRUSS WITH DR13KEN VESSI
:1. 't
VARNINGi THIS DESIGN IS VALIDON41Y FOR A SINGLE PLY TRUSS WITH
DAMAGED WEBS 2x4 SIZE AND43 SQ7-:PlNE GRADE. IN ADDITION
A MAXIMUM OF ONE BREAK PER WED A)b RE BROKEN WEBS PER TRUSS ARE
ALLOWED. CONTACT HOLMES LUMBEIVJrOR REPAIRS THAT DO NOT COMPLY
WITH THIS DETAIL. 0 .
(2) a DAMAGED AREA 121 MAXIMUM LENGTH OF BREAK- IN WED.
(S) a (2)-2x4 SO. PINE #3 SCADS, MINIMUM LENGTH OF SCAB MUST
BE THE GREATER OFI
1. 68' + LENGTH OF DAMAGED AREA (B). 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-VITH A DOUBLE 34' K
ROW OF 10d COMMON WIRE NAILS SPACED 4' D. C. STAGGERED,
.3 MIN.
Broken' Web Rem+-%air
p
D etail
HAILING FOR TRULOX PLATCS, M 131' X It 3731 TRUSS MAILS OR
COUAL, CIRCLED HUNIERS SHOW NWQEILV9 NAILS REQUIRED,. OR
FILL ALL HOLES,
NOTO THE APPLICATION Or TAULOX NAI� P*LATCS MUST IC
SUPCRYISCD Ir THE TRUSS XAWFACTURER OR WILDING
OFFICIAL.
NOTO Rem TO ALPINE DESIGN FOR SUPPORTING TRUSS,
ADDITIONAL NAILIN4 MAY It ACQUIRCII rOR RULTI-MENSER
SUPPORTING TR=
NOTO CHORD SIZE Of ICTIN TRUSSZ: MUST CXCCO PLATE WIDTH CHART #1
AND CHORD LUXIER Of SOTH TRUSSE: HUST JE $0, PINC, CONNECTION TRULOX NAILS
DOWN OR UP PLATE A
--600# 3x6 6
00#- 3X8 9
—1000# 3 10 10
12004 3XIE
X TRULOX
NAIL PLATC SUPPORTING TRUSS
60'MAX.
TYPICALs�,, CHART #2
CONNECTION TRULOX NAILS
DOWN OR UP PLATE A
A
600 X6
A NRO# X8 -8
0 0#- x10
a 0 5xi 2
5XI2
# 6X20 20
gonn
Tralox Conneclic
Det
V.
T NS FAS Ole
7
MODEL AVG
YING CARRIED
NO W H CARR ULT
HWER, 'HWER
HUSZ6 3 14-16d 6-16d 10000
DOUa FIR-LARCH/SOUTHERN PINE: ALLOWABLE LOADS
UPLIFT, UPLIFT FLOOR SNOW I CONST �WIND
1 33� t 60) 100) (A-15) 10= 123)
1.5-50 15,50 2-565 P-950 1 3205 3:31.5
SPRUCE—PINe—rut ALLOWABLE LOADS
UPLIFT, UPLIFT., FLOOR CONST �W IND I
( 12-5) 133"
JZ!
50 21.55
1390 IZ50 21.55 247S 2540 2!580--1
1. Uptift toads have been increased- 337. and 60%
for earthquake or wind loadin with no further
increase atkowed. Reduce by 38X and 60% for'-
normat toading such in contitever constructlon.
Simpson -HUS26
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