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TYPE WORK'�,-
PROPERTY Offmsi&,
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CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 3ZM-TEL: 247-5826-FAX: 247-5M
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22933 Address: 1925 MARY STREET
Pennit Type: STORAGE SHED ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 24
Proposed-Use: SINGLE FAMILY Lot(s):8 Block: 7 Section:
Square Feet: Subdivision: SECTION H
Est.Value: Parcel Number:
Improv. Cost: 450.00 OWNER INFORMATION
Date Issued: 10/26/2001 Name: HUMPHRIES, MARY
Total Fees: 30.00 Address: 1925 MARY STREET
Amount Paid: 30.00 ATLANTIC BEACH, FL 32233
Date Paid: 10/26/2001 (904)270-5541
Work Desc: STORAGE SHED
CONTRACTOEt(S)
V4 1 1 ICATION FEES
PROPERTY OWNER
30.00.
Ni
f
A-
FOOTING �-u �
4WO;
_'P
L 7
X IT CTION
NOTICE-
BUILDING MATER BLIC SPACE,AND
&E
MUST BE CLEARED UF;' --jift _13y_k CTOR OR
11FAILURE TO COMP
LT IN THE
PROPERTY OWNER Al"ftm-15 M_ 40,
ISSUED ACCORDING TO APPROVED MIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVIS16N
113LU 14
A IIXNfIC BEACH 001 DEPT.
61 Rwaipt: IMS6
CKCKS NIG
1111190mim
CITY OF ATLANTIC BEACH
PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIql��, C,
T
MOVING, DEMOLITIONS
,91C -!5sq
Owner(s)
Job Address FA ��,5 yy\PA-'1 Phone
Lot# 5 Block or Unit# Subdivision
Contractor State License#
Address Phone
city State Zip
Describe work to be done
Present use of buildin
Valuation of Proposed Construction
Proposed use 10RAIGE
Is this an addition? -"ASS. -- if yes, what are the dimensions of the added space: ft. x ft.
Will the added area be heated and cooled? New electrical (or increase)
New plumbing fixtures? New fireplace? New Heat/AC?
SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING
SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/
CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRA OR.
Signature of OWNERNO-)ZCA-/ Date:,OC L Q I
Signature of CONTRACTOR Date QC7k -
/101
STATE OF FLOJ�IDA_
COUNTY OF U
Sworn to (or affirmed) and subscribed before me this day of 2
AS TO OWNER: Notary's Signatu�
P*k1a Ammft U,-�fe-r�sonally known
WCOMWMN# MN1011 rMM 0 Produced Identification
k
awmWavu.I*
MWWA*%W. Type of identification produced
Sworn to (or affirmed) and subscribed before me this day of 200
AS TO CONTRACTOR: Notary's Signature
0 Personally known
C1 Produced Identification
Type of identification produced
CITY OF
800 MENOU ROAD
ATLAISMIC BEACI-L FLORMA 32233-5445
TELEPHONE(9041247-5800
FAX(904)z47-58o6
SUNCOM 852-6800
CHAPTER 4419, FLORIDA STATUTES. PART I 'CONSTRUCT10K CONTRACTING' REQUIRES OWNZR/BUILoaR TO
^CxmaWLMvGz THE LAW:
DISCLOSURE STATEMENT FOR SecTic" 4419. 103(7). FLORIDA STATUTES.
SrATE LAW REQUIRES CONSTRUCTION TO 59E DONE By UCENSED COWRACTORS. YOU HAVE APPLIED FOR A PERMIT
umom Am campnom To THAT LAW. THE Exiew-nom ALLOWS You, AS THE OWNER OF YOUR PROPERTY, TO Aar As YOUR
OWN cowpAcToR vvmq THOUGH You Do mar HAVE A LICENSE. YOU MUST SUPERVISE THEE CONSTRUCTION YOURSEL -
YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESiarzmce OR A FARM OUTBUILDING. YOU MAY ALSO 13UILD OR
IMPF40VM A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR 1—. THE auiLoomc; MUST BE FOR YOUR USE AND
occupAt4cy. IT MAY mar BE suiLT FOR SAN OR I ErA I.. If YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF
WITHIN ONE YEAR APTER THE CONSTRUCTION 15 COMPL=, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SAI 9 OR
LEAse, WHICH is IN vjoLA-noN or THis axemFrnom. YOU MAY NOT HIRE AN UNUCE14SIED PERSON AS YOUR CONTRACTOR.
YOUR CONSTRUCTION MUST BE DONE AccoRD*mG To THE BUILDING CODES AND ZONING REGULATIONS. IT Is YOUR
RESPONSIBILITY TO MAKE SURE THAT PEO
COUNTY OR MUNICIPAL UCENSI"G ORDINANCES-
ORDINANCES ALSO A,, w AN C)wNrj:q To IMPROVE 77-ocliq Qwr4 PROPERTY wmEN IT is FOR PERSONAL OR rAMfLY
USE. AND LI#MWISE ph-Quipe ALL WORK (EXCEF-r NAIMYENANCE UNDER $2,000) BE UNDER A BUILDING Pr_RMrr AND PASS
ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PwrSICALLY 00 WORK T"EMSELVES; 2ff S&`Y_UfRC
UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER -DIRECT SUPERVISION OF`T7'ir OWNER, WF40 MUST 13C 2N
T14C J019 AT ALL'17W-S W"iLEr WORK 15 IN PROGRESS 93Y UNLICENSED TRADES PEOPLE.' 7)415 DOES NOT ALLOW USE OF
UNLICENSED CONTRACTORS.
S4NCZ OWNERS MAY 13E LIABLE FOR IMJ!AR?g= TO WORIKERS THEY HIRE. THE BUILOING DEPARTMENT`Suaces.1-3
WORKER'S COMPENSATION INSURA14CME 13E PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS
THE OWNER. OWNVqS HIRING W'ORKERS BECOME EMPLOYER$AND SMOULD ALSO OBSERVE IRS WITHHOLDING TAX ANDIOR
FORM 1099 RMOUIRIEMEXTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES.
UNLICENSED cowrFiACTORS CANNOT BX F-MMaYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT
TIO96L. WCE ' 5
.a $5,000 PENALTY umaxR FLORIDA STATUTE No, 455-2MI). AN "OCCUPA "se I NOT AOMOUATZ.
THE owmER sHouLo PHYSICALLY set THE COUNTY "CERTIFICATE OF COMPXYKNCY' OR THE FLORIDA *CONTRACTORS
CxRnFicATx" To Ascr.RrAnq IF A PERSON IS A LICENSED CONTRACTOR. TcLapHoNrc THE BUILDING DEPARTmENT (247-
58ZG) IF IN DOUBT.
I HEREBy ACKNGwLEDGg TFIAT I HAvIE READ THE Aeove DISICLOSURE STATEMENT AND 714AT I COMPLY WITH Al 1
THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER'5UILDIER PERI4fr-
/Ma=l
PROPERTY OWNERIBUILD_t
A
ADDRESS 'TELEPHONE
E THJSP��
,S 0 OF
SWORN TO AND SUBSCRIBED BEFORE M
&ia
NOTARY PUBLIC
NOTE: PHRASES uimccRuNcD ABOVE MY COMMISSION EXPIRES
ARE "PHASIZED 13Y THE BUILD114G
07/19/00 13:36 ALL AVERICAN SURUEYORS - 2475877 NO.109 P03
MAP SHOWING BOUNDARY SURVEY OF
V? OLOT 7 BLOCK S AS SHOWN ON MAP OF
As RECORom IN PLAr 9wK 9'4 PAGEs 22 or rNe ouppeNr Pusuc REcoRos oF DuVAL co. FLA.
CERTInIrD TO: R0Z7d&*'5 QUILP51?5
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Ave. v
Oye 7r
54 4'
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ef Q
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0 r
mewey, vree-er
CAI
z a r 0 ezml. APPROVED
eievs. .4re smowv it) Jt Ai oQ11C BEACH
rV Ai.49.V.
14,40 ", I �vrjrr
0 2 6 2
T ,
'y J,A
TOUT Aft NOT SHOWN
1�1 Ik ADD
ON THIS SWiV THAT MAY It FOUND FN PUSUC RECORDS ON rNIS =NM
NEE HERWN 19 114 THE SPECIAL FUM HAZAR zo SHOWN
ONI`LoOOAff;xmn ~ztjA MR
ALL AMERICAN SURVEYORS, INC.
SU"9nV5 - OW SW Xff AW. AM X? - NCX=VM1IUZ PUR112" JU17- 0#/73p-2217
THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
SUPVVVMM AND 010=10K TWAT IWO ARC No DORCAONA)"n
cwc -copcom P.A.A P10101000 NOTIC49 EMD"AS 9*010M AM THAT TWE "VEY SWW mEREON MEETS
Now twA~ THE MINIMUM =W" STV"M Str FORfN BY THE FLORIDA
0.7. BOARD Or PAVESWNk SURV"S AND MAPPERS PURSLANT TO
'I'll Zoo, P't, POOR OF VAN CHAPM 472.027 / 04AIPTER 61017-6.FLORIDk SyATUES. ALL
pX POINT OF owwom ckwx
ft uxm V.c.'C-. AMEA11CAN
mw Of COMPOUND CUM
sm" NA.L rab" SU*VE`1 NOT VALID UNUESS EMBOSSED BY SEAL SURVEYORS.
�q-)-Xlkft Log No. 2647
P RAT U01
&Aq
CWRX UW LS.f SCALE
LAND 3UffwcvC*waw
TOF air a" SLWACYOR
OW OF NWNNgCjNNq
go* tow W VAT"
(w) ow"m I" -11,
FXNC omm ma 4 54
C-Z)!;.12
Size
Interiory 48—
Size.
i 220cm
Door 551/2'W 60"H
Opening: 141 cm 152cm
Foundation 121"W 923/4"D
Size: 307cm 236cm
8 U I L D I N G C 0 L 0 R
cli
Walls,Doors Gables:Eggshell Roof,Jambs&Trim:Taupe 8 0
26 52 1052
CITY OF
4&6x& B"-44W4
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time &K
Received R M,
Job Address Locality .17.2-
Owner's
Name Contractor
�BUILDING J CONCRETE ELECTRICAL PWMBING MECHANICAL
UIL
no
r�ammg Footing -F'j Rough Wiring 0, Rough F] Air Cond, & F�
Re Roofing El Slab C Temp Pole -
L-� Top Out Heating
Insulation >W— Lintel E, Final 0 Sewer 0 Fire Place
Pre Fab
READY FOR INSPECTION A.M.
Mon. Tu�es. Wed. Thurs. Friday
A.M.
Inspection Made —P.M.
Inspector Final Inspection 01
Certificate of Occupancy 0
Date
CITY OF
4&4N&C BWCA-4&%d* 4
Office of Building Official
REQUEST FOR INSPECTION
J.iDate Permit No.
Time A.M.
Received P.M.
Date f2r
Time Job Address
Received Owner's
Nam
0 BUILDIN CONCRETE MECHANICAL
(!�r.m�ing E Footing 1-1 R Air Cond. & [2,
Owner's Re moofing Ej Slab E Ts Heating
Name ilation Lintel Fii� Fire Place E]
BUILDING Pre Fab
READY
Framing
y P
Re Roofing Mon. —T.ges We�
P
Insulation
M.
Inspection Made P.M.
Mon. Inspect Final Inspection El
Certificate of Occupancy
inspection Made Date
Inspector Uertiticate ot uccupancy --j
Date
CITY OF
4&aa&- Bw44-A;kw*44
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No,
Time &M,
Received PM,
/�";? — -2
Owner's Job Address---, L lit
Name Se
Contractor
BUILDING CONq5YrE ELECTRICAL P BING MECHANICAL
Framing Footing 0 Rough Wiring ou Air Cond. &
Re Roofing L Slab Temp Pole Top Out Heating
Insulation 17 Lintel E� Final E Sewer Fire Place
Pre Fab
READY FOR INSPECTION
RM.
Mon. Tues. Wed� Thurs, (-"Friday
A,K
Inspection Made
Inspector Final Inspection E
Certificate of Occupancy Fj
Date
MAP SHOWING BOUNDARY SURVEY OF
LOT 7 BLOCK AS SHOWN ON MAP OF
L,5WIS :�1-1501VISIOAJ
AS RECORDED IN PLAT BOOK -4 PAGES' -92 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA.
CERTIFIED TO:
ff"'EC
i<
OR 1999
City of Atlantic Bea
Building and Zonin r
r
00"
J tA"
coo
OP
Lo
V
4) tc\
(s a5'
# 367Z 0'36 70
Q,
0 (13.:541)
6teVg. 4,e-- 6140WA.1 -rI4415�i,4)
At-jo 7-0 AJ-<�.V.
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY.
THE Z-07 SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE X " AS SHOWN
ON FLOOD INSURANCE RATE MAP 24 1 E FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED e-M5-9-)
ALL AMERICAN SURVEYORS., INC.
LMD SUMyORS - 8789 SAN )OSE BLvD., surrE 301 - JACKSOWLL& FLOR64 32217 - 90��39-2217
L!aem THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE 51
SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS 4
EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS
CONC CONCRETE P.R.M. - PERMANENT REFERENCE THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA
MON. MONUMENT MONUMENT PURSUANT TO
P. �RON PIPE P.T. - POINT OF TANGENCY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ALL
.R. RON ROD P.C. _ POINT OF CURVE CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA, STATUES. AMrRICAN
CH CHORD P.R.C. POINT OF REVERSE CURVE
A ARC LENGTH P.C.C. PO4NT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURYEYORS,
R RADIUS S.R.L. BUILDING RESTRICTION JAMES D. HARRISON, JR., No. 2647
(ACT ACTUAL LINE INC.
�P� PLAT U.D.E UNOBSTRUCTED DRAINAGE
R RADIAL EASEMENT
CENTER LINE L.S.j LAND SURVEYOR NUMBER SCALE =2o'
FL
RIGHT-OF-WAY P.I. POINT OF INTERSECTION
R/W 1 —91
—x— FENCE EOW EDGE OF WATER 4 DA STE S R��OR
(W) WITNESS TOS TOP OF BANK DATE F III EGI OR A6��rPPER 81
F.B. 9 2 5 P4�'- FILE ORDER vo. 4 54
14 Of go6c 2,�4. I
ell
ot I%cj o%0WY'- V-3S"-
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Date
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Date
tAof\-
wspeeo,oade
\"q'&-,
CITY OF
4dan4c AwcA-AM
Office of Building Official
REOLIEST FOR INSPECTION
Date, Permit No. //069
Time A.M,
Received/, PM
Job Aj0r`aW'
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing [1 Footing 0 Rough Wiring [-j Rough E, Air Cond,& 0
Re Roofing El Slab E Temp Pole L-1 Top Out C Heating
Insulation F- Lintel 0 Final 0 Sewer 0 Fire Place
Pre Fab
EADY FOR INSPECTION
Mon. Wed. Thurs. Friday
Inspection Made .e,),
Inspector Final Inspection 0
L
(�.te�c �C,3-p ��--
-----------
of Mrruvanru
(9ity of
Atlantic Mear4 — Aturiba
Bepartment of Nuilbing Inopection
This Certiftcate issued pursuant to the requ irements of Section 103.8 of the Southern Standard
Building Code certif
ying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use, For the�bllowing.
Use Classification Bldg.Permit No,
Group'Wf—rame Type Constructiond.9p-19-X Fire District Atlantic Beach
794 Foxrid e Ctr Dr #109
Owner of Building Addressorange Par , Fb 32065
BL^ng Address y Street LocamyAtInntic Rench, FT. R?733
By: Q. FORD —
)C,.— C-, - 21
Building Officidl Date:
POST IN A CONSPICUOUS PLACE
Tertiftrate of Mrrupanq
Titu of
Atlantic ifitac4 — Nforiba
Department of Nuilbing Inspution
This Certificate issued pursuant to the requirements ofSection 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use- For the following.
Use Classification Duplex Residence — Bldg,Permit No.
Group -�fraM�e Type Construction 4-YP—1eX Fire District Atlantic Beach (1)
794 Foxrid e Ctr&J/109
Owner of Building Odgers Buildex-s— Address Orange 4R VT :1
8 Wing Address 3�e t Locality-&U—Lantic Beach, FL 32211
By� DON C. FORD
Date:
POST IN A CONSPICUOUS PLACE
B UIL DING, PL4 NNING A ND ZONING INSPECTION DEPAR THENT
CITY OF A TL4NTIC BEA CH, FL ORIDA
CER TIFIC4 TE OF OCCUPANCY
WORKSHEET
Date Requested: -7-/ -7-0-0
Building Contractor : (s;?0d
'9�
Building Permit Number : IS)(�61- L-J-
Address : 9�2
-Iecal Descriztion:
Improvements to the above described property have been completed
in accordance with the terms of the permit and is cerzif-Jed to be
ready for occupancy as
d,t,
Lowest Floor Elevation : 3.
recuired as built
BEFOREISSUING CERT7FICATE OF OCCUPANCY THEFOLLOWING MUSTSE COMPLETE
DEPARTMENT DATE ED DATE APPROVED BY
Fire
Public Works
Planning 711V
Building 7-/ 7-" �- Oo .nc 9-
Zf�- RV
N
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TV--fflv`� -00.19M-'
g2PRZ,
W itk
JS a
-�z 01��
�12 f
1,�71
lig�SL
L
FLOODPLAIN DEVELOPMENT IL�FORMATTON
Location:: Z07- 7
Type of Development:
Flood Zone: K
Required Lowest Floor Elevation:
If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB
HAS BEEN POLTRED, 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.
CONCIvENTS:
Applicant Acknowledgment: I understand that the issuance of th.is permit is contingent upon
the above information being correct and that the plans and supporting data have been or shall be
provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11
and all other laws or ordinances affecting the proposed developme
Date Applicant'sSignatu�,���-- R ,7/2��,.A "---
Department Use:
Required Lowest Floor Elevation_
As Built Lowest Floor Elevation— 13.
Survey Filed with Building Department L'/
Building Nepartment Repregentative
PROPERTY DESCRIPTION RECEIVED
Lot # -7 , Block # section #
Subdivision: APR 2 1 1999
Street Name DESCRIPTION OF V(NY Ot Atlantic Beach
or Address: Building and Zoning
(if in a( FLOOD HAZARD
Flood Zone: -area complete page 3) Brie Uesc ription //�O/ g--&'
Class of Work: rewl
Remodei/Addition�-�
ZONING INFORKATION Type of Construction:
Zoning Proposed
District: Ile U s e Estimated Value $
Exceptions or var.�'ances Materials:
Granted: Solid or Filled
Ground: 5061f_� Roof: S- H11V&'a_5-
Method of Heating: C_1V7_X_ el_
OWhMR INFORMATION
Property Owner: 6a1z1_3e:'WS —Phone:
Mailing Address #-1e,32
01Z,qtf6& z i P:.3,;:2
CONTRACTOR INFORMATION
Contractor: 1!S(ZZ4,6&-12_S Phone:
Mai ing Addrf #/O'�
Zip:
Expiration
STATE LICENSE N 0 (2.g -(f 0 S 7 V6'—::!i Date: -3
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 E BEEN OR SHALL BE PROVIDED AS REQUIRED.
Owner Signature
DATE
Contractor Sigrrature<_�_ _' —DATE-
C/
SWORN TO AND SUBSCRIBED BEFORE ME BY B.-R. Rodqers THIS 13th DAY
OF He is Pers-onally know* to
ARLENE MCOAUGH
EY
.%*s--My C MMISM-SION#r&M
."icay Pinill PIRES:April 14,2001
Bonded Thru Notary Pub9c Under!!!m
NOTICE
TO: Water Department
FROM: Building Department
DATE: -7- '-�o' - 0 e'-� ---
Please be advised that the final building inspection has been completed on
each of the following addresses and construction water is no longer needed; Also
included below is the ERU number for each location:
Permit Number Property Address ERU Number
---------—---------
7
V ------ --------------------
------------- --------------------------- ----------------------
------------ ------------------------ -------------------
------------- -------------------------- --------------------
Sincerely,
Pat Harris
Building Department
Cl-ry OF
C,
goo SEMIN01,E ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX (904)247-5805
-5900
Sjj,
ZCOI,4 852
DATE_L_L---
3FA Construction &Maintenance
2325 Emerson Street
Jacksonville, FL 32207
Attention. Connie
Re: Final Efectricai Inspections
Dear Connie:
Final Inspections on the following locations have been completed and approved:
PERMIT NO. ADDRESS
9
Please call me at 904-247-5826 if you have any questions.
Since�rely,
ATLANTIC BEACH BUILDING DEPARTMENT
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT'INFORMATION'.
�` ::� �.Log ON INFORKATIOh
Permit Number: 19048 Address: 19 MARY STREET
Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section:
Square Feet: Subdivision: LEWIS SUBDIVISION
Est. Value: 60,00&00
Parcel Number:
Improv. Cost: OWNER
ORMATION'
Date Issued: —Ni—me. RODGERS BUILDERS
Total Fees: 43.00 Address: 794 FOXRIDGE COURT DRIVE#109
Amount Paid: 43.00 ORANGE PARK, FLORIDA 32065
Date Paid: 10/27/1999 Phone:
Work Desc: 1 H/P 2 TON, 1 A/H 22,800 BTU
_______9ONT ACTQIR APPL—tCATION,FEES
MCGOWAN'S HEATING &AIR COND.
PERMIT
Reauffre&�
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 CLEAREDUP 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.
$43.0014
Date: 10/27/99 01 Receipt: 000692%
NTICB C BULDING DEPt. CHECKS 185465
00160@03221000
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247 5826-FAX: 247-5877
Permit Number: 19047 7 LOCAVION.IN � RMATIOW
PERMIT INFORMATION,
Ad re 142-7— RY STREET
_)MA
Permit Type: MECHANICAL A�IC BEACH, FLORIDA 32233
Class of Work: NEW Towns ip: 0 Range: 0 Book: 24
Proposed Use: TOWNHOUSE Lot(s):8 Block: 3 Section:0
Square Feet: Subdivision: LEWIS
Est. Value- Parcel Number-
Improv. Cost: OWNER INFORMATION:
Date Issued: 10/27/1999 Name: RODGERS BUILDERS
Total Fees: 43.00 Address: 794 FOXRIDGE COURT DRIVE #109
Amount Paid: 43.00 ORANGE PARK, FLORIDA 32065
Date Paid: 10/27/1999
Phone: (904)272-6211
Work Desc: 1 H/P 2 TON, 1 A/H 22,80--0-B----TU---
CON-TRACT-OR(S) :APPLICATION FEES
'MCGOWAN'S HEATING & AIR COND. PERMIT
43.00
L
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
L FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
/Lk $43.8014
17A _rVL.- 0 11 Date: 10/27/99 01 Receipt: 0006920
AtL-7VN—TTc BEA-CH BPIL—D—I—NG-i-b—EPT. 04ECKS 18565
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
APPLIC�XION FOR MECHANICAL PERMIT CALL-IN NUMOERR
IMPORTA$V�L— Applicant to complete all items in sections 1, 11, 111, and IV.
Street Address:1qd") Lntiq_"�,
LOCATION
OF I n f 6U. t�� .I.e.n And
BUILDING Su6-divis;on
11. IDENTIFICATION — To ke -cAp'leted by all applicants .
In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance
with the attac�qed plans and specifications which are a part hereof and in accordance w i th the City of Jacksonville ordinances and standards
of good.practice listed therein.
Name of Mechanical McGowan' S Heating & Air- Contractors
Contractor (Print) Cond. Inc . Mailer CACO-18970
Name of M-48
Property Owner
$ nature of Owner Signature of
if sith.,.
or A rzod Agent rchitecf or Engineer
Ill. MERAL INFORMATION
A, Type of heating fuel: B.
IS OTHER CONSTRUCTION BEING DONE ON
Electric THIS BUILDING OR SITE?
Gas—0 LP [3 Natural 0 Central Utility
13 Oil IF YES, GIVE NUMBER OF CONSTRUCTION
PERMIT
0 Other — Specify
IV. MICH�NICAL EQUIPMENT TO IIIE INSTALLM URE OF WORK
(Provide complete list of components on back of this form) Residential or El Commercial
Host 13 Specis 0 Recessed # Central 0 Floor Now Building
Air Condifioning: [3 Room. Control 0 Existing Building
Duct System: Material ThicknIsss— 0 Replacement of existing system
Maximum capacity Now Installation(No system previously Installed)
C3 Refrigeration Extension or add-on to existing system
Cooling fow*r: Capacity 9-P-M. Other — Specify
C3 Fins sprinklers: Number of heads
13 Elsivator 13 Monlift 13 "Isto (number)
E3 Gasoline pumps —(number) THIS SPACE 0011t OFFICE USE ONLY
(Rocol.0d)
0. took, -(number)
Remarks
13 LPG contains, (number)
0 Unfired pre"ure venal
0 Boom Permit Approved
Do
i3 Other — Specify Permit Fo&----
LIST ALL EQUIPMENT
AM COND117ONING AND REFRIGERATION EQUIPMENT
Can-ifty Approviallir
Number Units Description M0441 Number Manufacturer
I Ageney
HIP
T_
HEATING - FURNACES, i01L RS, FIREPLACES
NuMber Units ty AM=Vft
Descliption. JCod*1 Number Manufactum (WM)
LN M/71-_&,2 W10
TANKS
Mw 3ftny NOWIlAd CapacAlty T�rpe LAquld N=4 at SerW A Ving
AM Dhnansiow Contained manuftaturler No. y
30V51
BUILDING AND ZONING INSPECTION DIVISION
CIW OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
Z�?, AK
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV.
Street Address. LmdA"" ahj—"
LOCATION
OF Intersecting Streets. at eon 'en And
BUILDING A I
Sub-division
111. IDENTIFICATION To be Um' plefed by all applicants .
In Consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance
with the attach_ed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good,practice listed therein.
Name of Mechanical McGowan' s Heating & Air— Contractors
Contractor (Print) Cond. Inc . Master CACO-18970
Name of I M-48
Property Owner —A
S;Snafwro of Owner Signature of
or Authorized Agent �irchifect or Engineer
Ill. GENERAL INFORMATION U
A. Type of heating fuel: IS OTHER CONSTRUCTION BEING DONE ON
)1P Electric THIS BUILDING OR SITE?
0 Gas—[3 LP (3 Natural 0 Central Utility
C) Oil IF YES, GIVE NUMBER OF CONSTRUCTION
PERMIT ae 6
Other — Specify
iv. mcm�NicAi. Lquipmw TO At INSTALLED NATURE OF WORK
lProvWo complete list of components on back of This form) Residential or 0 Commercial
Host 0 Space 13 Recessed �0 Central 0 Root New Building
A;r Condifioning: C) Room Control D Existing Building
ppouct System: MoteriiaL Thicknosis__ Replacement of existing system
Maximum capacity— goo C.f.m. New Installation(No system previously Installed)
13 Itefrigerstion Extension or add-on to existing system
C13 Cooling tower: Capacity g.pm. Other — Specify
(3 Fire sprinklers: Number of heads
E3 Elevator 0 Monlift 0 Escalot* Inumber)
THIS SPACE lil101t OffICE USE ONLY
E3 Gasoline pumps —(number)
C1. Tani& —(number) Remaris
13 LPG contaim (number)
(3 Unfirod pressure vessei
13 Ilerwn Permit Approved by Da
d Other Specify Permit Fee—
LIST ALL EQUIPMENT
AM COND177ONING AND REFRIGERATION EQUIPMENT
V-11.211RAty Approvbw
ftrnberUnitm Description Model Number Manufaebuvr R�) AgenCy
TwWl T7e�o z
49
HEATING - FURNACES, BOILERS, FIREPLACES
capadty AppVftg
NUMber Unilts D tion Model Number Mmufaebaw A94NOY
TANKS
NOW MMY X0111191119 Capsicity Type Liquid Nam at Serial Apfcovmg
and Dbnanions Contained No. Agency
00-36Z,-;L9
roeb-24-99 02 : 14P City Atlantic Beach 904 247 5805 01
CITY OF ATLANTIC BEACH, FLORIDA
APProved by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-i�� 19AF
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WOSK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH TIE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELEC RICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
a
ELECTRICAL FIRM; AAeTER ftECTRICIAN SIGNAm'URE JOURNEYMAN
,a rj�, 922.3
iA gA-, RF15.�—BOX—
ADDRESS-.,
NAME .809M.- Z
BLDG.SIZE BETWE N:
R E S.)# 'APT.( I COMM. ( PUBLIC I INDUS. I NEWA OLD ( REW. I
ADDITION ( TRAILER ( TEMP. ( SIGNS ( SQ. FT.
SERVICE: NEWP4 INCREASE ( REPAIR FEE
C)
AMPnS COPPER ALUM.
CONDUCTOR SIZE Z—/o
zco
SWITCH OR BREAKER 45 AMPS PH 13 w '?TPVOLT RACEWAY
EXIST.SERV.SIZE AMPS PH I W VOLTJ RACEWAY
FEEDERS NO. SIZE INO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
1 0-30 AMP9. 31-%co AMPS.
SWITCHES
INCANDESCENT
FLUOR ESCONT&M,V.
FIXED 0.100AMP6, I OVER
APPLIANCES i 1 —1 1 BELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTOR S AMPS 411. HEAT: KW-HEAT
OVER
MOTORS H.P. VOLTAGE PHS No. 1 HIP. VOLTAGE PHS
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 60OV.
NO. KVA 'I NO. 1KVA
NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER
EACH SIGN
FORWARDED
$ -7
TOTAL FEES
v
Feb-24-99 02 : 15P City Atlantic Beach 904 247 5805 P - 02
MOTORS H.P. VOLTAGE pHs, NO. H.P. VOLTAGE' pHs $
SIGNS
NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER
EACH SIGN
INCANDESCENT LAMPS TIME SWITCH-T'---T
FLUORESCENT LAMPS
DISCONNECT h UMBER SIGNS
RECONNE CT N JMBER SIGNS
MISCELLANEOUS
WELDERS: PRI. PRI.
TRANSFORMER TYPE NO. AMPS pHs NO. AMPS PHS
-MQ,MOTOR NO. H.P. VOLT i pHs AMP
GENERATOR NO. K,W. VOLT AMPS
TRANSFORMERS: UNDER 600 V. OVER.600 V1
NO. KVA I NO. IKVA
UTILITIES: CITY FLA. LIGHT&POWER CLAY COOP.
REAJ OKEFENOKEE ( OTHERI
WORK BEING DONE FOR R
j4iW.:� 3UWAP�� ADDRESS & ow
OWNER -AGENT-GENERALCONTRACTOR
„Feb-24-99 02 : 14P cvt I y Atlantic Beach 904 247 5805 P .01
CITY OF ATLANTIC BEA H, FLORIDA
Approved by A PLICATION FOR ELICTRI AL PERMIT
Pit
TO THE CHIEF ELECTRICAL INSPECTOR: DATE.--/fl
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 T iE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELEcrRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
”
ELECTRICAL FIRM: —MASTER ELECTRICIAN SIGNA' URE___. JOURNEYMAN
NAME ADDRESS: 1qa)'A L.'?f RFD—BOX
BLDG.SIZE BETWEEN:—
RES. APT. comm. ( PUBLIC INDUS. NEWX OLD ( REW.
ADDITION ( TRAILER ( TEMP. ( SIGNS —SO, FT.
SERVICE: NEW(X INCREASE ( REPAIR FEE
CONDUCTOR SIZE -0
Z'5� AMPS /�O COPPER ALUMJY)
SWITCH OR BREAKER Z:L67 AMPS 'z P IZOVOLT RACEWAY
EXIST.SERV.SIZE AMPS P VOLTI RACEWAY
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0-30 AMP9. Mpg.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 1 0.100 AMPS. I OVER
APPLIANCES BE LL TRANSF.
AIR H.P. RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEILHEAT: KW-HEAT
OVER
MOTORS H.P. VOLTAGE PHS No. I H.P. VOLTAGE PH$
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600'1.
NO. KVA NO. KVA
NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE ISWI CH I FLASHER
EACH S;GN
FORWARDED
$
TOTAL FEES
02 : 15P City Atlantic Beach 904 247 5805 P . 02
MOTORS H.P. VOLTAGE PH& NO. H.P. VOLTAGS* PHS $
SIGNS
NO,NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER
EACH SIGN
INCANDESCENT LAMPS TIME SWITCH
FLUORESCENT LAMPS DISCONNECT h UMBER SIGNS
RECONNECT N JMSER SIGNS
MISCELLANEOUS
WELDERS: PRI. PRI.
TRANSFORMER TYPE NO. AMPS PHS NO. AMPS PHS
MG,MOTOR NO. H.P. VOLT PHS AMP
GENERATOR NO. K.W. VOLT AMPS
TRANSFORMERS: UNDER 600 V, OVER-600 V
NO. KVA I INO. JKVA
FIEPORWARD
UTILITIES: CITY FLA. LIGHT&POWER CLAY COOP.
REA A OKEFENOKEE ( 0 HER (
WORK BEING DONE FOR 719
DRESS
. OWNER-AGENT-GENERALCONTRACTOR
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877
PLUMBING PERMIT
PERMIT INFORMATION. LXATION.INFOAMA'n1M::
Permit Number: 18236 Address: 1925 MARY STREET
Permit Type: PLUMBING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: TOWNHOUSE Lot(s): Block: Section:
Square Feet: Subdivision: LEWIS SUBDIVISION
Est. Value: 60,000.00 Parcel Number:
Improv. Cost:
OWNER-:;INFORMATION�
Date Issued: 5/1911999 Name: RODGERS BUILDERS
Total Fees: 53.50 Address: 794 FOXRIDGE COURT DRIVE#109
Amount Paid: 53.50 ORANGE PARK, FLORIDA 32065
Date Paid: 5/19/1999 Phone: (904)272-6211
Work Desc: INSTALL PLUMBING IN NEW HOME
.................
CONTRACTORA.St ��:�:APPLIQATION�f
EES��
GATOR PLUMBING OF ORANGE PARK PERMIT 53.50
UNDER SLAB PLUMBING ROUGH PLUMBING SEWER
TOPOUT FINAL
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.
$53.58 14
L Date: 5/29199 01 Receipt: 0958440
ATLANTIC BEACHBULDING��PT. CASH
08180693221000
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road- Atlanfic Beach, FL 32233- Tel: 247-5826 - Fax: 247-5877
PLUMBING PERMIT
Permit Number, 18235 Address: lvz;5 MARYSTREET
Permit Type: PUUMBING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section:
Square Feet: Subdivision: LEWIS SUBDIVISION
Est. Value: 60,000.00 Parcel Number:
Improv. Cost:
WNER]L A.TtON:
14FORM
Date Issued: 5/19/1999 Name: KuuUt:K,-j BUILDERS
Total Fees- 5 3 .8;0 AAArv&&-&-- 7nA
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX 247-W77
-OCAT
...--PERMIT�INFORMATIOWi;�� - IOKINFORMAT!Ok��!��
Permit Number: 18061 Address: 1925 MARY STREET
Permit Type: TOWNHOUSE ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: TOWNHOUSE Lot(s): Block: Section:
Square Feet: Subdivision: LEWIS SUBDIVISION
Est. Value: 60,000.00 Parcel Number:
Improv. Cost: 60,000.00
Date Issued: 4/09/1999 Name: RODGERS BUILDERS
Total Fees: 2,544.85 Address: 794 FOXRIDGE COURT DRIVE#109
Amount Paid: 2,544.85 ORANGE PARK, FLORIDA 32065
Date Paid: 4/09/1999 Phone: (904)272-6211
Work Desc: -CO-NSTRUCT NEW TOWNHOUSE- RADON 843 -SCHARGE 1325
...........
RODGERS BUILDERS PERMIT 450.00
WATER IMPACT FEE 390.00
SEWER IMPACT FEE 1,250.00
WATER METER/TAP 85.00
RADON GAS-H.R.S. 3.06
RADON CAB 5% 0.16
CAPITAL IMPROVE. 325.00
CROSS CONNECTION 35.00
CONST.SURCHARGE 5.97
SCHARGE/ATL.BCH. 0.66
...........-... ............... ......
. . .. ...............
..............
........................
.............
FOOTING SLAB COVER UP
FRAMING FINAL BUILDING CERTIF/OCCUPANCY
INSULATION
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.
Operator: WENDY
t( con ( - Date: 4/21/99 01 Receipt: 0651242
ATLANTIC Br-ACHIBYUILDING--DEPT. Total Payment $2544.85
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-1--Z26-FAX: 247-W77
'A 'T
.-PERMIT:INFORM -�.TIO �i::�!tQWIONJNFOIWA- I'M
Permit Number: 18060 Address: 1923 MARYSTREET
Permit Type: TOWNHOUSE ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FMLY(ATT) .'� Lot(s): Block: Section:
Square Feet: Subdivision: LEWIS SUBDIVISION
Est. Value: 601,000.00 Parcel Number:
ANFORMA M.' N
Improv. Cost: 60,000.00
Date Issued: 4/09/1999 Name: RODGERS BUILDERS
Total Fees: 2,544.85 Address: 794 FOXRIDGE COURT DRIVE#109
Amount Paid: 2,544.85 ORANGE PARK, FLORIDA 32065
Date Paid: 4/0911999 Phone: (904)272-6211
A'A - &CHARGE 1325
Work Desc: CONSTRUCT NEW TOWNHOUSE RESIDENCE RADON 543
...........- :.....................
....... .... .................. JCAMOWFEES;;���
C. ............. ........ PL
... ... . .........
RODG p ERS BUILDE RS PERMIT 450.00
WATER IMPACT FEE 390.00
SEWER IMPACT FEE 1,250.00
WATER METERITAP 85.00
RADON GAS-H.R.S. 3.06
RADON CAB 5% 0.16
CAPITAL IMPROVE. 325.00
CROSS CONNECTION 35.00
CONST.SURCHARGE 5.97
SCHARGE/ATL.BCH. 0.66
............. 4
mdi!:I
FOOTING SLAB COVER UP
FRAMING FINAL BUILDING CERTIF/OCCUPANCY
INSULATION
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.
operator: WENDY
Date: 4/21/99 01 Receipt: 0851241
Att'ANTIC BEACH BUILDflqG DEPT. Total Paysent 12544-85
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877
PLUMBING PERMIT
::.i10CAT1ONjNFORMATl
Permit Number: 18235 Address: 1923 MARY STREET
Permit Type: PUUMBING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section:
Square Feet: Subdivision: LEWIS SUBDIVISION
Est. Value: 60,000.00 Parcel Number:
Improv. Cost: OWN. lm..INFORMA-TtON......:.':::::.�::....:::
Date Issued: 5/19/1999 Name: RODGERS BUILDERS
Total Fees: 53.50 Address: 794 FOXRIDGE COURT DRIVE#109
Amount Paid: 53.50 ORANGE PARK, FLORIDA 32065
Date Paid: 5/19/1999 Phone: (904)272-6211
Work Desc: INSTALL PLUMBING IN NEW HOME
...........
.............. ......-
.............. ON FEES ......-
GATO R PLUMBING OF ORANGE PARK PERMIT 53.50
........................... ........... -..................
............ ........... ........ ............
.......... !�PAOWns Reqiuirqd�� .......
UNDER SLAB PLUMBING ROUGH PLUMBING SEWER
TOPOUT FINAL
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.
$53-5614
C Receipt:
ATLANTIC BEACH BUILDING D-A�PT. Date: 5/2%/99
gnAlaaWazlio"
NWMkC'2ft6"'C'V1P-,-2436
7a AG
10fice of 6mmencement
To whom It way concern-
The undersigned hereby Informs you that improvements Will be made to certain real property, and in
accordance with section 713.13 of the Florida StAtutej6 the following Lnforrostion is stated In this NOTICE
OF COjQdZNCJMdZNT. I
Description of plop" ./0'T ------
12-U-41t22-a ----------------
--------------------------------- ---------
n /I - --i- � Z7 -
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impacc Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DE.HAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CH.A.RGE IS HEREBY FIXED AT 714ENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSISTING OF SERVICE- SINK TRAP STAND
WATER CLOSET, UVATORY & BATH
TUB OR SHOWER STALL (6)
WATER CLOSET
WATER CLOSET, TANX OPEIRATED (4) VALVE OPEEF.ATED (8)
BATHM/SHOWER (2) URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) FLOOR DRAIN
SHOWER STALL DOMESTIC (2) LAUNDRY TFLAY (2)
LAVAITORY (1) C0,143INA71ON SINK AND 77--AY "3)
—WASHING ?l.ACHINE (3) —POT, SCULLERY SINK
—DISHWASHER (2) WASH SINK EACH SET OF
FAUCETS (2)
0 —XITCHEN SINK (2) DENTAL LAVATORY (i)
ZITM SINK WITH WA-ST—v DE.IfTAL UNIT OR CUSPIDOR (1)
—GRINDER (3)
tBIDET URINAL STALT , WASFOUT (4)
FLUSHING RIM SINK (8) .—COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
URINAL, PMESTAL, SYPHON JE:7 DRINKING FOUNTAIN (1/2)
BLOWOUT (Z)
LAVATORY, LkUER/BEAU7y I—ICE hAKER (1/2)
:TSHOP (2)
SURGEONS SINK (3) LAVATORY, SURGEONS (2)
JACUZZI (2)
URINAL STALL, WASHOUT (4)
TOTAL FIX7lUR.E UNITS $20.00 EAcq
JOB INFORNEATION—
PLAN REVIEW CHECKLIST
PROPERTY DESCRIPTION: -T-6(,A)tj t-11 0 0 S Ei_ C1 T-.
OWNER:
"132160W-00—2436
Booxz�.---."?r
7a eooll AG
lRotice of Ommencement
To whom It maY emeern:
The undersigned hertb7 Informs you that Improvements will be mode to certain real property, and in
accordance with section 713.13 at the Florida Statutes. the following Information is stated In this NOTICE
or COWAINCZbaw.
Description of property - Zo 1 2
----------------—--—-——-------—---
--———---------------_----—----------
y It-
_ ,0/ Ir
, _:;_ 47
General description of improvements -(0(—X-Q———---------
7----------------------------------
......................
A)
Address 1,41
Ownees Interest in site of the improvement �d------------------------—------------—----—--
-71
Fee Simple Title bolder(U other than owner) ....AV;-q--------------------—-- ---------—---—----—---
Nsins .................7------------—---—-----------—--
A44rest— —--——-—---------------------------—
Contractor -----------------------------------
Addms. ny
Surety (it any)
--------------------------------------------------
Address ———----——--------------------—.-Amount of bond$.............
Name and addrets of any person rnxiting 3,loan for the construction of the imptoytments.
Name —--—-—-------------------------------------------------------
Address ——--——--—-----------------------------—--—---—----------------
Name of person within the State of Mti&.othef thin himself.ticsipstsd�y owner upon whom notim ot other documents
may be served-,
Name --------_--------------—- --
-- --------------
7-P
Cat.
In addition to himself, owner designates the following person to.receive a copy of the Lienor's Notice as
provided In Section 713.08 [2) [b),Flarlds Statutes. (Fill In at Owner's option).
Nam. -Ed,L -- -------------------------------------
Addr.
THIM 9PACK FOR RJECOADER's us&00OLT
Bit., 43265
P,IN 92493998
Do, go ST
Filed A Recorded
04/21/99 Sworn to and subscribed before me this----3---
le#47,47 P.M.
HENRY W. COOK --------day of ff-11/1-ah. ......... .
CLERK CIRCUIT COURT
I L CJUNJY, FL-
UM 111 .0
NolAry Public V
06 N01 x5n *,a a3m 66-TZ-adu
rLooDPLAXU DEVELOPMENT iuroizMATZOIJ
Type of Devw1opments-------
Flood Zones—Z-----------—--------
Required Lowest Floor Elevations- ?- �S-
It building in located within a iflood hazard zone, a aurvay' wuLA
be ikade AFTER THE SLAB HAS BEEN POURED# certifying that the
LOWEST FLOOR ELEVATXC39 to equal to or above the boo& glood
elevation *otablifthod for that zone.
No linal. inspectlon will be made and no certificate of occupancy
will be Issued until the survey In on -Xfi�p with the Suilding
Department.
COMMENTS:,
Applicant Acknowledgmmnts I understand that the Issuance o:r
this permit to continigont upon the above Information being
corr*dt and thot the plans and supporting date have been or shell
be provided as requir*do X agree to comply with all applicab'le,
provisions of Ordinance No* 25-7-11 and all other laws or
ordinances affecting the proposed dov*lopmant.
Date- -4-1A0;f__,A p- plioant I a Signatureil'�--- -
7
----------------------"-------------------- --------
Department Up*
Required Lowest Floor Elevation
. As Built Lowest Floor Elevation
Survey ftled with Building Department ...........
P Rep mentati;z-
page 3
EL
BUILDERS
794 Foxridge Center Drive
Orange Park, FL 32065
Ph 904-272-6211 Fax 904-272-8984RS
March 31, 1999
Rodgers Builders certifies that no trees will be removed from this propeqy:
Lot 7, L.e*is,.Subdivision
-------- -------
B.R. Rodgers
President
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
7—
a
H e a t e a o t.a g c
Vj
Ga r a a e/She6 $1 per sq f- S.
ar-.)o r 0 r C'n per sa -f-t
FORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1286 Builder: RODGERS
Address: - Permitting Office:4Tzq-,&;-,-7c
City, State: -, -00000-0 Permit Number: S0 6 ro' 4
Owner: P2cbc,�",
Jurisdiction Number:
Climate Zone: North
1. New construction or existing New - 12. Cooling systems
2. Sin-le family or multi-family Single family a. Central Unit
- Cap:24.0 kBtu/hr
3. Number of units,if multi-family - SEER: 10.00
4. Number of Bedrooms 3 b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area(ft2) 1286 W c, N/A
7. Glass area&type
a. Clear-single pane 0.0 ft2 13. Heating systems
b. Clear-double pane 98.0 ft: I a. Electric Heat Pump Cap:24.0 kBtu/hr
c. Tint/other SC/SIIGC-single pane 0.0 ft2
HSPF:7.00
d. Tint/other SCISHGC-double pane 0.0 ft2 b. N/A
8. Floor types
a. Slab-On-Grade Edge Insulation R=0.0,85.0(p)ft
c. N/A
b.N/A
c. N/A
14. 1 lot water systems
9. Wall types a. Electric Resistance Cap:50.0 gallons
a. Frame,Wood,Exterior R=I 1.0, 1059.0 112
EF:0.86
b. N/A i b. N/A
c. N/A
d. N/A
c. Conservation credits
e. N/A (HR-Heat recovery,Solar
10. Ceiling types
DHP-Dedicated heat pump)
a. Under Attic R=30.0,794.0 1`1
[2 15. HVAC credits
b. Under Attic R=19.0, 142.0 112 (CF-Ceiling fan,CV-Cross ventilation,
c. Single Assembly R=19.0,51.0 W HF-Whole house fan,
11. Ducts
PT-Programmable Thermostat,
a. Sup:Unc. Ret:Con. All: Interior Sup.R=6.0,75.0 ft RB-Attic radiant barrier,
b.N/A MZ-C-Multizone cooling,
IVIZ-H-Multizone heating)
Total as-built points: 16935.00
0.08
Glass/Floor Area
Total base points: 19371.00 PASS
I hereby certify that the plans and specifications covered Review of the plans and
by this calculation arep compliance with the Florid specifications covered by this 01i S2,,42
Energy Code. calculation indicates compliance
with the Florida Energy Code.
PREPARED BY: GILBERT MILLER
Before construction is completed
DATE: _3 --2- c� - 2 2 0
this building will be inspected for
I hereby certify that this building, as designed, is in compliance with Section 553.908
1 compliance with the Florida En ode. Florida Statutes. OLD
11_rg y
BUILDING OFFICIAL: L
OWNEIR/AGIENT.-_L_!i�� M72'72�_�
I DATE: DATE:
I noi(ly('..ititit-00 (V(!I:;I()I) I I 1\'(,NA :'00)
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRE SS: 00000-0 PERMIT#:
BASE AS-BUILT
PGL A S�S T�Y FP E S
.18 X Conditioned X BSPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPIVI X SOF Points
.18 1286.0 33.05 7651.5 Double,Clear W 1.3 5.5 20.0 36.99 0.92 680.9
Double,Clear N 1.3 15.0 9.0 19.22 0.99 172.1
Double,Clear E 4.0 7.0 34.0 40.22 0.68 931.3
Double,Clear E 1.3 5.5 20.0 40.22 0.92 740.0
Double,Clear N 1.3 8.5 15.0 19.22 0.98 283.0
As-Built Total: 98.0 2807.4
WALLTYPES Area X BSPM = Points Type R-Value Area X SPIVI Points
Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 1059.0 1.70 1800.3
Exterior 1059.0 1.70 1800.3
4 Of%f%q
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
20n S7-
Hea-ec, sauare Foct.agc r 5�7
Garage/ She6 (c per sq
a, L -per sq 't
S.) IDer sor ft
t
r S a
TOTI�T_
Tctal V a'; ua t i on ist
Remaining Value per thousand
ot -oortion thereof
Erl I T
TOTRL �DING FEE
4, 1, . Filing Fee
Fi repi aces Cd _`1_5 0 C' S
BTJ T LE,''N�',' PERM!T PFF,
J..
i,akTER IMPIT,�CT FEE
SEWER IMP_ _'�ICT FEE
W;�TER METER/TRP A>, e)0
--I T 7 W PF V EM E 1',1 T
(e K R S
SECTIOI� h P�IVING
K'Y:1,R_;U 4-1 1 C SH kF,E S
CF,0S'S
SUPCHI�RGE Or)50
0THER
0,5_4/4
GRAND TOTAL DUE
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 00000-0 PERMIT#:
BASE AS-BUILT
Summer Base Points: 20060.4 Summer As-Built Points: 15042.1
Total Summer X System Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
15042.1 1.000 0.970 0.341 1.000 4979.8
20060.4 0.3573 7167.6 15042.1 1.00 0.970 0.341 1.000 4979.8
olm I nottivi I.outiodo/I 1.0%'I I I IN'CNA �'00
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 00000-0 PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BWPIVI Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points
.18 1286.0 9.76 2260.4 Double,Clear W 1.3 5.5 20.0 10.77 1.02 219.9
Double, Clear N 1.3 15.0 9.0 14.30 1.00 128.7
Double, Clear E 4.0 7.0 34.0 9.09 1.15 354.3
Double,Clear E 1.3 5.5 20.0 9.09 1.03 187.8
Double,Clear N 1.3 8.5 15.0 14.30 1.00 214.6
As-Built Total: 98.0 1105.3
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM Points
Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1059.0 3.70 3918.3
Exterior 1059.0 3.70 3918.3
Base Total: 1059.0 3918.3 As-Built Total: 1059.0 3918.3
DOORTYPES Area X BWPM = Points Type Area X WPM Points
Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 8.40 168.0
Exterior 20.0 12.30 246.0
Base Total: 20.0 246.0 As-Built Total: 20.0 168.0
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM Points
Under Attic 836.0 1.20 1003.2 Under Attic 30.0 794.0 1.20 952.8
Under Attic 19.0 142.0 2.00 284.0
Single Assembly 19.0 51.0 2.00 102.0
Base Total: 836.0 1003.2 As-Built Total: 987.0 1338.8
FLOORTYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 85.0(p) 8.9 756.5 Slab-On-Grade Edge Insulation 0.0 85.0(p) 18.80 1598.0
Raised 0.0 0.00 0.0
Base Total: 756.5 As-Built Total: 1598.0
INFILTRATION Area X BWPM = Points Area X WPM = Points
1286.0 -0.59 -758.7 1286.0 -0.59 -758.7
I 11tqqVG.mi,Io,w IWA I mm MOA 91 laI1\I_S'97 I-I-RCINIA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: -, -, 00000-0 PERMIT#:
BASE AS-BUILT
Winter Base Points: 7425.6 Winter As-Built Points: 7369.7
Total Winter X System Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
7369.7 1.000 0.982 0.487 1.000 3525.8
7425.6 0.5340 3965.3 7369.7 1.00 0.982 0.487 1.000 3525.8
I hki !;'W I I IWNA '00
FORM 60OA-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: -, -, 00000-0 PERMIT#:
BASE AS-BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6
As-Built Total: $429.6
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling Heating + Hot Water Total Cooling + Heating + Hot Water Total
Points Points Points Points I Points Points Points Points
7167.6 3965.3 8238.0 19370.91 4979.8 3525.8 8429.6 16935.1
PASS
I 114E S �4
0,
0
0 WE
I 1)(,A I min(;00A 91 Fl-RCNA-200
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: -, -, -, 00000-0 PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows&Doors : 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area-_.5
Exterior&Adjacent Walls ' 606.1.ABC.1.2.1
Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility
penetrations;between wall panels&top/bottom plates;between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
------- Lfrom, and is sealed to,the foundation to the to plate,
Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,
_penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases,
soffits, chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate: I
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is-se-a-led at--the perimeter,atpenetrations and seams,
Recessed Lighting Fixtures 606.1.ABC.1.2.4 I Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a
I sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from
conditioned space,tested.
Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers: combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS 11 SECTION IREQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit
------ breaker(electric)or cutoff(gas)must beprovide-d.-Exter-nal or built-in heat trap required.
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools
must have a pump timer.Gas spa&pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must-be restricted to no more than 2.5_gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed, insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 _1__Separate readily-accessible manual or automatic thermostat for each system.
Insulation 604.1,602.1 Ceilings-Min. R-1 9.Common walls-Frame R-1 1 or CBS R-3 both sides.
Common ceiling&floors R-1 1.
I ,.0thlo", I I tictily( 1.0Nl I I 1%'CNA �'00
E.NEkGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.8
The higher the score,the more efficient the home.
00000-0
1. New construction or existin- New 12. Cooling systems
2. Single family or multi-farni ly Single family
a. Central Unit Cap:24.0 kBtu/hr
3. Number of units,if MUlti-farnily I - SEER: 10.00
4. Number of Bedrooms 3 b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area(112) 1286 W c. N/A
7. Glass area&type
a. Clear-single pane 0.0 111 - 13. Heating systems
b. Clear-double pane 98.0 111 - a. Electric Heat Pump Cap:24.0 kBtu/lir
c. Tint/other SC/SHGC-single pane 0.0 ft, HSPF:7.00
d. Tint/other SC/SI-IGC-double pane 112 b. N/A
8. Floor types
a. Slab-On-Grade Edge 111SUlatiOn R=0.0,85.0(p)ft c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap:50.0 gallons
a. Frame,Wood,Exterior R=I 1.0, 1059.0 ft2 EF:0.86
b.N/A b. N/A
c. N/A
d.N/A c. Conservation credits
e. N/A (HR-Heat recovery,Solar
10. Ceiling types DYIP-Dedicated heat pump)
a. Under Attic R=30.0,794.0 112 15. HVAC credits
b. Under Attic R=19.0, 142.0 ft' (CF-Ceiling fail,CV-Cross ventilation,
c. Single Assembly R=19.0,5 1.0 112 HF-Whole house fan,
11. Ducts PT-Programmable Thermostat,
a. Sup:Unc. Ret:Con. All:Interior Sup.R=6.0,75.0 ft RB-Attic radiant barrier,
b.N/A MZ-C-Multizone cooling,
MZ-1-1-MLIltizone heating)
I certify that this home has complied with the Florida Energ Efficiency Code For Building
"y 0
Construction throu-h the above energy saving features which will be installed(or exceeded) VV14E S74 2,
in this home before final inspection. Otherwise,a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home: City/FL Zip: 00 W'B
*NOTE.- The home's estimated ener ot
gypetf -inance score is only available through the FLAIRES computer program.
This is not a Building Ei7el-gy Rating. Ifyour score is 80.or greater(or 86for a US EPAIDOE EnergyStar designation),
your home may qualify.fi)r energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge 1-lotline at 4071638-1492 or see the Energy Gauge web site at www.fsee.uqf edufor
information and a list qfeertified Raters. For information about Florida's Enel-,qy Effliciency Code For Building Construction,
contact the Department ol*Coninniniii,Affiairs aiN501487-1824.
l`ncw,N(Imw.00(Vcrsion: l-'L1\'CN/\--100)
* ResmanuJ(c) Version 3 * 3/29/99
RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION
(BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.
------------ I I
--------------------------------------------------------------------------------
Project IPrepaired by:
Address IMcGOWANIS
city 14850 COLLINS RD.
State/Zip 00000-0 JORANGE PARK, FL.32073
Owner NULL ITEL: (904) 278-0339
Builder RODGERS IFAX: (904) 278-0366
HVAC Contr McGOWAN'S lemail:GILBERT@McGOWAN'S.COM
---------------------------------------------------------------------------------------------
Cond Floor Area = 1286 ITotal Glass Area = 98
Conditioned Floor Area to Total Glass Area Ratio = 7. 6%
---------------------------------------------------------------------------------------------
* USA Climatic Conditions & Design Conditions *
---------------------------------------------------------------------------------------------
Geographical Location I Jacksonville AP, Florida
North Latitude / Elevation 1 28' 16Ft. Above Sea Level
Outdoor Winter Dry Bulb 1 350
Indoor Winter Dry Bulb 1 70-
Winter Temperature Diff. (wTd) 1 350
Outdoor Summer Dry Bulb 1 890
Outdoor Summer Wet Bulb 1 78-
Outdoor Summer Hum. Ratio Gr/Lb 1 59
Indoor Summer Relaltive Hum. 1 50%
Indoor Summer Design Gr/Lb. 1 66
Indoor Summer Dry Bulb 1 750
Summer Temperature Diff. (sTd) 1 140
Summer Daily Range 1 15' (Medium Deviation)
---------------------------------------------------------------------------------------------
* HEATING SUMMARY * RODGERS.ENB * COOLING SUMMARY *
---------------------------------------------------------------------------------------------
SUBTOTAL 22389.5 1 STRUCTURE SENSIBLE 9109.3
1 OCCUPANTS + 1800.0
1 APPLIANCES + 1200.0
1 SUBTOTAL SENSIBLE 12109.3
DUCT LOSS + 1119.5 1 DUCT GAIN + 1210.9
TOTAL LOSS 23509.0 1 TOTAL SENSIBLE 13320.2
MECHANICAL VENT.- 50 CFM 1925.0 1 MECHANICAL VENT.- 50 CFM 770.0
1 TEMP.SWING 3.00@ 950 x 1.0
MINIMUM EQUIPMENT LOSS 25434 .0 1 MINIMUM EQUIPMENT SENSIBLE 14090.2
------------------------------------------------ --------------------------------------------
20% OVERSIZE LOSS 5086.8 20% OVERSIZE SENSIBLE 2818.0
EQUIPMENT LOSS + 25434 .0 1 EQUIPMENT SENSIBLE + 14090.2
MAXIMUM EQUIPMENT LOSS 30520.8 1 MAXIMUM EQUIPMENT SENSIBLE 16908.2
------------------------------------------------ --------------------------------------------
TOTAL LATENT 9021.6
1 EQUIPMENT SENSIBLE + 14090.2
1 EQT.SENSIBLE + LATENT 23111.8
---------------------------------------------------------------------------------------------
* AIR FLOW FACTORS *
---------------------------------------------------------------------------------------------
HEATING FACTOR (BTUH/CFM) 31.8 1 COOLING FACTOR (BTUH/CFM) 12.7
HEATING CFM 799.4 1 COOLING CFM 871.4
---------------------------------------------------------------------------------------------
- EQUIPMENT SELECTION *
---------------------------------------------------------------------------------------------
FQT. MANUI--' SENSIBLE CLG (BTUH)
CU MOD If LATENT CLG (BTUH)
AHU MOD # TOTAL CLG (BTUH)
HEATING INPUT (BTUH) I TONAGE
HEATING OUTPUT (BTUH) I (S)EER
HEATING CFM (BTUH) I COOLING CFM
AFUr/HSPF I TYPE
Calculation Procedures A,B,C, D
Procedure A Winter Infiltration HTM
-------------------------------------------------------------------------------------------
1. Winter Infiltration CFM Envelope Evaluation *2 (Good/Average)
1.6 Air Changes per hour x 10288 Cubic ft. x .0167 274 .9 CFM
2. Winter Infiltration Btuh
1.1 x 274 . 9 CFM x 35 Degrees Winter TD 10583.5 BTUH
3. Winter Infiltration HTM
10583.5 Btuh / 98 Sq.Ft of total Glass & Door areas 108.0 HTM
Procedure B Summer Infiltration HTM
-------------------------------------------------------------------------------------------
1. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average)
.7 Air Changes per hour x 10288 Cubic ft. x .0167 120.3 CFM
2. Summer Infiltration Btuh
1.1 x 120.3 CFM x 14 Degrees Summer TD 1852.1 BTUH
3. Summer Infiltration HTM
1852.1 Btuh / 98 Sq.Ft of total Glass & Door areas 18.9 HTM
Procedure C Latent Infiltration
-------------------------------------------------------------------------------------------
0.68 x 66 grains difference @ 50 RH x 120.3 CFM 5397.6 BTUH
Procedure D Equipment Sizing
-------------------------------------------------------------------------------------------
1. Sensible Sizing Load
Sensible Ventilation Load
1.1 x 50 VENT CFM x 14 Degrees Summer TD 770.0 BTUH
Sensible Load for Structure + 9109.3 BTUH
Sum of Ventilation & Structure Loads 9879.3 BTUH
Rating & Temperature Swing Multiplier (3.0'@ 95*) x 1.0 RSM
Equipment Sizing Load - Sensible 9879.3 BTUH
2. Latent Sizing Load
Latent Ventilation Load
0.68 x 50 VENT CFM x 66 differance 2244 .0 BTUH
Internal Loads = 230 Btuh x 6 people + 1380.0 BTUH
Infiltration Load from Procedure C + 5399.1 BTUH
Equipment Sizing Load - Latent 9021.6 BTUH
Abbreveations
Glass/Windows
S.C,.= Single Clear S.T. = Single Tint S.R. = Single Reflective
D.C.= Double Clear D.T. = Double Tint D.R. = Double Reflective
T.C.= Triple Clear T.T. = Triple Tint T.R. = Triple Reflective
Shdg= Shading I Ovhg = Overhang Btm = Bottom I Hgt Height I Sc = Shading Coefficient
* Inside Shading
N.S.= No shades D/B = Drapes or Blinds I R.S. = Roller Shades
* Other *
Whtm = Winter Heat Transfer Multiplier Shtm = Summer Heat Transfer Multiplier
Infiltration Vs: 1. .Sub Standard/Poor 2. .Standard I 3. .Better I 4 . .Excellent
Building Componet Heat Loss & Gain Calculations
Dir. Ext.Shdg Type Shdq OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh
W -Shaded Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 1.8 17. 6 31.7
W -Solar Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 18.2 56. 6 1030.1
W -Total Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 20.0 22.8 456.0
---------------------------------------------------------------------------------------------
N -No Shdg Fctr D.C. R.S. 1.29999995231 15.0 n/a 1.0 9.0 22.8 205.2 17 .6 158.4
E -Shaded Area D.C. R.S. 4 .0 7.0 6.1 1.0 14 .8 17.6 260.5
E -Solar Area D.C. R.S. 4 .0 7 .0 6. 1 1.0 19.2 56. 6 1086.7
E -Total Area D.C. R.S. 4 .0 7.0 6.1 1.0 34 .0 22.8 775.2
---------------------------------------------------------------------------------------------
E -Shaded Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 1.8 17.6 31.7
E -Solar Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 18.2 56.6 1030.1
E -Total Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 20.0 22.8 456.0
---------------------------------------------------------------------------------------------
N -No Shdg Fctr D.C. R.S. 1.29999995231 8.5 n/a 1.0 15.0 22.8 342.0 17.6 264.0
Glass Infiltration: 98.0 108.0 10584 .0 18.9 1852.2
Glass Sub Totals: 98.0 12818.4 5745.4
Componet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh
Wood Stud Exterior 11.0 1059.0 3.1 3282.9 1. 6 1694.4
Insulated Core/Metal Exterior n/a 20.0 20.7 414 .0 10.4 208.0
Door Infiltration: 20.0 108.0 2160.0 18.9 378.0
Slab on Grade 0 85.0 28.4 2414.0 0 0
Under Attic 30.0 794 .0 1.2 952.8 1.0 794.0
Under Attic 19.0 142.0 1.8 255.6 1.5 213.0
Under Attic 19.0 51.0 1.8 91.8 1.5 76.5
National Evaluation Service, Inc.
Participating Members: SBCCI Public Safety
BOCA Evaluation Services, Inc. ICBO Evaluatlon Service, Inc. Testing and Evaluation Services, Inc.
4051 West Flossmoor Road 5360 Workman Mill Road 900 Montclair Road,Suite A
Country Club Hills,Illinois 60478-5795 Whittier,California 90601-2299 Birmingham,Alabama 35213-12C6
(708)799-2305 (310)69M_543 (205)599-9888
NATIONAL EVALUATION REPORT Report No. NER-405
Copyright 0, 1999 National Evaluation Servii:9,Inc. Reissued January 1, 1999
SIDING,SOFFIT AND LINING BOARDS AND 3.0 DESCRIPTION
SUBFLOOR PANELS 3.1 GENERAL
JAMES HARDIE BUILDING PRODUCTS,INC. The exterior siding and soffit, and interior lining and
26300 LA ALAMEDA,SUITE 250 subfloor boardt are single-faced,cellulose fiber-reinforced
MISSION VIEJO, CALIFORNIA 92691 cement building boards.
All boards are produced from the same components and
1.0 SUBJECT differ in surface treatments and board configurations.Exterior
siding and soffit boards are identified as Hardiplank,Hardi-
1.1 SIDING AND SOFFIT BOARDS flex,Hardipanel,Hardftex baseboard,Hardisoffit boards,and
Hardie Shingleside cladding. Interior lining boards and
1.1.1 HardiplankS undeflayments are identified as Hardiboard(tapered edge),
Hardibacker (square edge) and Hardibacker (Mulfilay).
1.1.2 HardiflexTm Subfloor panels are identified as Compressed Sheet. The
1.1.3 HardipaneIG boards are manufactured by the Hatschek process and
cured by high-pressure steam autoclaving.All products are
1.1.4 HarditexO cut to shape on-site by the score-and-snap method using a
too[available from the manufacturer,a hand guillotine or a
1.1.5 HardisoffitV handsaw utilizing a carbide blade.
1.1.6 Hardie'ShinglesideG The products have a flame-spread rating of 0 and a smoke-
density rating of 5 when tested in accordance with ASTM
1.2 LINING BOARDS E 84.The products are classified as noncombustible when
tested in accordance with ASTM E 136. The siding and
1.2.1 HardibackerG(square edge)undedayment soffit products,and the subfloor panels comply with ASTM
1.2.2 HardiboardO(tapered edge)lining board C 1186, Standard Speciffication for Grade//, Type A, Non-
Asbestos Fiber-Cement Flat Sheets. The interior lining
1.2.3 HardilbackerO(MultilayTm) products comply with ASTM C 1288-95, Standard Specifi-
cation for Discrete Non-Asbestos Fiber-Cement Interior
1.3 SUBFLOOR PANELS Substrate Sheets.When tested in accordance with ASTM
C 177,*K"and W values for the products are as shown in
1.3.1 Compressed SheeP Table 4 of this report. When tested in accordance with
ASTM E 96,the products 1/4 inch(6.4 mm)in thickness or
greater have demonstrated the permeance values given in
2.0 PROPERTIES FOR WHICH RECOGNITION IS SOUGHT Table 5 of this report.
3.2 SIDING AND SOFFIT BOARDS
2.1 Exterior Wall Covering.
Hardiplank, Hardiflex, Hardipanel, Harditex baseboard,
2.2 Structural Performance. Hardisoffit boards, and Hardie Shingleside cladding are
2.3 Noncombustible Construction. used as siding on exterior walls and soffits.Hardiplank lap
siding is supplied un-primed for subsequent application of
2.4 Fireresistive Construction. an appropriate pdmer to be covered with an exterior-grade
100% acrylic or latex, semigloss or flat paint or equivalent
2.5 Thermil Resistance exteHorwall covering.Hardiflex,Hardipanel and Hardisofrit
77ii t report is limited to the specific prmfuct and data and test reports submitted by the applicant in its application requesting this report. No independent
r 'it"
(011116 1,,I- the N11(jolff,11 I'1141JI1111ii'll.Vell'ife. fill'. (NI.,S), (lift/NrSslpircifically doer not make anV warranty, either erpressed imPlied. its 10
01h lepof t ot m n)any litoduct cin-ereel bl,this rrijoif. lhis di.wlaimer includes, but is not Iiinited 11), trierc twitatulay. lhis
lepott ij aliosul
ile(f lip file litilitation Ibled herein.
Pago 1 of Is
Report No. NER405 Pag�2 of Is
boards are primed with an opaque acrylic paint to be Where a specified level of wind resistance or shear resis-
covered with a high quality,exterior-grade 100%acrylic or tance is required,the Hardiftex panel is attached to framing
latex, semigloss or flat paint or equivalent exterior wall members,appropriately spaced,with fastenertypes,lengths,
covering. Harditex baseboard is supplied either primed or and spacing described in Table 2 and Table 3 of this report.
un-primed for subsequent application of an appropriate 3.2.3 Hardipanel Siding
primer or sealer by the end user as part of an exterior-
coating system. Hardipanel siding is available in various surface textures
including smooth. Dimensions are noted in Table 1 of this
Nominal dimensions are noted in Table 1 of this report, report.Fasteners are installed with a minimum 3/8 inch(9.5
maximum wind speeds in Tables 2. 6, 7, 8, and 9 of this mm) edge distance and a minimum 2 inch (51 mm) clear-
report,and maximum shear values in Table 3 of this report. ance from comers. Joints are fastened at abutting sheet
edges and optionally covered by polyvinyl chloride (PVC)
3.2.1 Hardiplank Lap Siding joint treatment,lumber battens or caulked.Other installation
3.2.1.1 General: Lap siding is available in various finish details are according to Section 3.2.2 of this report.
textures. The siding is applied horizontally commencing 3.2.4 Harditex Baseboard
from the bottom course of a wall with minimum 1 114 inch Harditex baseboard is for exterior applications to walls and
(32 mm)wide laps at the top edge.Vertical joints butt over soffits. Dimensions are noted in Table 1 of this report.
studs except where the"off-stud splice device*is utilized as Harditex baseboard has a smooth finish and is available
described in Section 3.2.1.2 of this report. with tape'red edges on the two long sides forjoint treatment
When installed on wood-framing members,the siding shall or all square edges.Harditex baseboard is supplied either
be fastened either through the overlapping planks with sealed or unsealed for the subsequent application of a
corrosion-resistant (galvanized or stainless steel) nails at primer or sealer by the end user as a component in an
each wood framing member, or through the top edge of exterior coating or finish system.Joints shall be sealed with
single planks with 1 im inch (32 mm) long corrosion- an approved caulking material specified by the coating
resistant roofing nails into each wood-framing member. manufacturer. Other installation details are in accordance
The lap conceals the fasteners in the previous course. with Section 3.2.2 of this report. Harditex baseboard has
When attached to metal framing members, the siding is been evaluated as a weather-resistive barrier,see Section
fastened either through the overlapping planks with 1 -rv8 7.4 of this report.
inch(41 mm)long No.8-18 by 0.323 inch(8.2 mm)HID Hi- Where a specified level of wind resistance or shear resis-
LoO or S-121"m, self-drilling, corrosion-resistant, ribbed tance is required, the Harditex baseboard is attached to
buglehead screws at each metal framing member, or framing members,appropriately spaced,with fastenertypes,
through the top edge of single planks with minimum 1 1/4 lengths,and spacing described in Table 2 or Table 3 of this
inch(32 mm)long No.8-18 by 0.375 inch(9.5 mm)HID Hi- report.
LoO or S-12'rm, self-drilling, corrosion-resistant, ribbed
Phillips waferhead screws at each metal framing member. 3.2.5 Hardisoffit Board
The lap conceals the fasteners in the previous course. Hardisoffit board is for exterior soffits.Hardisoffit board has
3.2.1.2 Off-Stud Splice Device: Vertical joints of the a smooth unsanded surface,primed with an opaque acrylic
planks shall butt over framing members or between the paint to receive a finish coat of high-quality exterior-grade
framing members when an 'off-stud splice device* is acrylic,latex,PVA,semigloss or flat paint. Dimensions are
placed on each plank end.The splice device's bottom lip is noted in Table 1 of this report. Hardisoffit board is applied
placed over the adjacent solid course of planks.The plank to nominal 2 by 4 framing members spaced up to 24 inches
is then fastened to the framing. The abutting plank is (610 mm)on center with the long panel dimension perpen-
positioned and fastened into place ensuring that the lower dicular to the framing. Fasteners are installed with a
edges of the two planks align.The metal device is located minimum 3/8 inch(9.5 mm)edge distance and minimum 2
centrally over the joint. Restrictions on the'off-stud splice inch(51 mm)clearance from comers.Joints are fastened
device"locations are as follows: at abutting sheet edges. Hardisoffit board is attached to
framing members with fastener types, lengths, and spac-
• Splices shall be located a minimum of two stud cavities ings described in Table 2 of this report.
from wall corners. 3.2.6 HardieTm Shingleside4D
• Successive splices within the same plank course shall Hardie Shingleside cladding shall be installed over solid
be located no closer than 48 inches(1219 mm)from one wall sheathing which complies with the applicable code.
another. The wall sheathing shall be either water-repellent panel
• Splices shall be staggered at minimum 24 inch(610 mm) sheathing or sheathing protected by a weather-resistive
intervals when located in the same wall cavity� barrier which complies with the applicable code.
• Splices shall be at least one stud cavity away from door Hardie Shingleside cladding is supplied un-primed for
or window openings. subsequent application of an appropriate primer or base-
coat to be covered with an exterior-grade 100% acrylic or
See Tables 2 and 9 of this report for maximum wind latex semigloss or flat paint or equivalent exterior wall
speeds and fastener spacings for Hardiplank lap siding. covering.
3.2.2 Hardiflex Siding (Hardipanel Smooth) When Hardie Shingleside cladding is installed over 15/32
inch (12 mm)thick plywood complying with the applicable
Hardiflex siding is used as an exterior wall cladding. The code, with two roofing nails [0.121 inch (3.1 mm) shank
siding has a smooth unsanded surface, primed with an diameter by 0.371 inch (9.4 mm) head diameter by 1 1/4
opaque acrylic paint to receive a high-quality finish coat of inch(32 mm)long]spaced a maximum of 1 inch(25.4 mm)
extenor qrado 100%icrylic or latex,semigloss or flat paint. from each edge and positioned to be covered 1 inch(25.4
Dimon-;ion,; iro as, noted in Table i of this report. Fasten- rnm) nominally by the succeeding course, the Maximum
ers aro installed with a n1inimurn 3/8 inch (9.5 mm) edge allowable wind loads, building heights, and exposure
di,.Linco and a minimtim 2 inch (51 mm) cleiranco from categories for the systems installed with 8, 7, and 6 inch
,011101'. .101111.� mo t,r�tolwd M 'Iblittino shoot odqwl and (203. 178, and 152 ITIM) WCathOr 0XPOS SUres, shall be as
hy polyviilyl chlolido (IIVC) joint indicated in 1"ibles 6A, 6B, and 6C of this report. Nails
treatment,lumber battens or caulked. shall firmly secure siding but shall not be overdriven.
Report No. NEIR405 Page'3 of Is
When Hardie Shingleside cladding is installed over 7116 mately 8 inches(203 mm)wide,is then applied across the
inch(11 mm)thick oriented strand board(OSB),complying joint and allowed to dry.A third coat of topping compound,
with the applicable code,with two siding nails(0.091 inch 10 inches (254 mm) wide, is applied across the joint.
(2.3 mm) shank diameter by 0.221 inch (5.5 mm) head Topping compound shall also be applied over all fastener
diameter by 1 112 inch(38 mm)long]spaced a maximum of heads in intermediate locations.
1 inch (25.4 mm) from each edge and positioned to be
covered I inch (25.4 mm) nominally by the succeeding Internal comers are finished by filling with bedding com-
course, the maximum allowable wind loads, building pound,working the joint tape into the joint, and applying a
heights,and exposure categories for the systems installed second coat of bedding compound.A third coat of topping
with 8, 7, and 6 inch (203, 178, and 152 mm) weather compound is applied over the area.
exposures, shall be as indicated in Tables 7A, 76,and 7C External comers are treated by filli-ng the joint with bedding
of this report. Nails shall firmly secure siding but shall not compound and allowing it to thoroughly dry. Corrosion-
be overdriven. resistant metal or PVC comer angles are then fastened,
When Hardie Shingleside cladding is installed over 7116 followed by a second coat of bedding compound.When the
inch(11 mm)thick oriented strand board(OSS),complying second coat is completely dry,a coat of topping compound
with the applicable code,with three siding nails(0.091 inch is also applied.Topping compound is also applied over all
(2.3 mm) shank diameter by 0.221 inch (5.5 mm) head fastener heads in intermediate locations.
diameter by 1 1/2 inch (38 mm) long]the maximum allow- 3.3.1.2 Tile Finish:Hardiboard(tapered-edge)lining board
able wind loads,building heights,and exposure categories
for the systems installed with 8, 7, and 6 inch (203, 178, is installed with the long dimension either vertical or
and 152 mm)weather exposures, shall be as indicated in horizontal to nominal 2 by,4 wood-framing members or
Tables 8A, 8B, and 8C of this report.One siding nail shall minimum No. 20 gage(0.0320,inch) metal framing mem-
be spaced a maximum of I inch(25.4 mm)from each edge bers spaced 24 inches(610 mm)on center,maximum,with
on the panel,with the third siding nail installed midspan of end joints staggered from adjacent courses in both vertical
the panel. All nails shall be covered 1 inch (25.4 mm) andhorizontal applications.To comply with ANSI A108.11,
nominally by the succeeding course. Nails shall firmly framing members are spaced 16 inches (406 mm) on
secure siding but shall not be overdriven. center, maximum. To fasten to wood framing members,
minimum 1 1/4 inch (32 mm) long, corrosion-resistant
3.3 LINING BOARD AND UNDERLAYMENT (galvanized or stainless steel) roofing nails, or 1 1/4 inch
Hardiboard(tapered-edge),Hardibacker(square edge)and long No. 8-18 by 0.375-inch HD Hi-LoG SO, self-drilling,
Hardibacker(Multilay) boards are used as wet or dry area corrosion-resistant, ribbed Phillips waferhead screws are
lining/undedayment substrates applied to the interior of used and spaced a maximum of 6 inches (152 mm) on
buildings. center at all supports.To fasten to metal framing members,
minimum 1 1/4 inch (32 mm) long No. 8-18 by 0.37&inch
3.3.1 Hardiboard (Tapered Edge) HD Hi-LoO,SO or S-12T",self-drilling,corrosion-resistant,
ribbed Phillips waferhead screws are used and spaced a
Hardiboard(tapered-edge)lining board is only intended for maximum of 6 inches(152 mm)on center at all supports.
interiorwalls and ceilings including shower and bath areas. Fasteners are located at least 318 inch(9.5 mm)from board
Subsequent finishing using paint, wallpaper or file is edges, and 2 inches (51 mm), minimum, from board
required as indicated in Sections 3.3.1.1 and 3.3.1.2 of this comers. Comer gaps are filled with a flexible, silicone
report.The lining board has a smooth finish with tapered sealant compatible with fiber-cement undedayments.
edges on the two long dimensions for joint treatment. Underlayments are placed with a minimum 1/4 inch (6.4
Dimensions are noted in Table 1 of this report. Maximum mm) clearance from the floor surface. This gap shall be
shear values are noted in Table 3 of this report. free of adhesive and grout and filled with an approved
flexible sealant. On large tiled areas, expansion joints are
3.3.1.1 Paint or Wallpaper Finish: Hardiboard tapered- provided in the walls at 12 feet (3658 mm) on center,
edge underlayment is installed with the long dimension maximum,and at interior and exterior comers.
either vertical or horizontal to nominal 2 by 4 wood framing
members or minimum No. 20 gage (0.0329-inch) steel A flush-joint procedure is permitted on Hardiboard
framing members, spaced a maximum of 24 inches (610 (tapered-edge).The same type of tile adhesive or mortar
mm) on center with end joints staggered from adjacent used to set the tiles shall be troweled into joints as a
courses in both vertical and horizontal applications. To bedding compound.A 2 inch(51 mm)wide,high-strength,
fasten to wood framing members, minimum 1 3/8 inch (35 coated, alkali-resistant, fiberglass reinforcing tape is
mm)long gypsum wallboard nails or minimum 1 inch(25.4 embedded into the wet tile adhesive and allowed to dry
mm) long No. B-18 by 0.323-inch HD Hi-LoO SO, self- thoroughly.
drilling, corrosion-resistant, ribbed buglehead (or equiva-
lent) screws are used and spaced a maximum of 6 inches Internal comers are finished by filling with tile adhesive,
(152 mm) on center at all supports. To fasten to metal working the reinforcing tape into the joint, and applying a
framing members, minimum I inch(25.4 mm)long No.8- second coat of tile adhesive and allowing to dry thoroughly.
18 by 0.323-inch HD Hi-LoG SO or S-12TIA, self-drilling, External comers are treated by filling the joint with tile
corrosion-resistant, ribbed buglehead (or equivalent) adhesive and allowing it to dry thoroughly. Corrosion-
screws are used and spaced a maximum of 6 inches(152 resistant metal or PVC comer angles are then fastened in
mm) on center at all supports. Fasteners shall be located place, followed by a second coat of tile adhesive. Tile
at least 3/8 inch(9.5 mm)from board edges,and 2 inches adhesive is also applied over all fastener heads in interme-
(51 mm), minimum, from lining board corners. Lining diate locations.
boards are placed with a minimum 1/4 inch (6.4 mm)
clearance from the floor surface. Metal or PVC comer Wall tiles complying with ANSI Al 37.1 are attached to the
angles are attached with the above described nails or board with flexible Type 1,mastic adhesives complying with
screws placed approximately 12 inches (305 mm) on ANSI A136.1, or acrylic or latex-modified thinset mortars
center. complying with ANSI A118.4, in accordance with ANSI
A108. The same adhesives are permitted to rill and level
A flUsh-joint procedure is permitted on Hardiboard the sheet joints.
(-tapered-edge). Gypsum wallboard bedding compounds, 3.3.2 Hardibicker(Squaro Edga)
(omplyinq with AUM C, 474 and C 475, nftill ho trowolod
loto tho Joln�" l'oltol'ilvil 11.1pol 1.11111 (ol oquiv'llont) N
o111111,1111oll Into 11141 wol ('on1polind .111d '11lowild to thol- I I'lidil) Ickof(!;(Jm1w ed(lo) for
otighly diy.A 3ocond coat of bodding(.01111)(Nifid, approxl- intmior walls and floors, including shower and bath areas.
Report No. NER405 Page 4 of 18
Subsequent finishing with tile is required.The square-edge approved,flexible sealant.On large tiled areas,expansion
underlagent has a smooth-finished surface and square joints shall be provided at 12 feet (3658 mm) on center
edges or closely butted joints. Dimensions are noted in maximum, and at interior and extedor corners.
Table 1 of this report. Maximum shear values are noted in Wall tiles complyin with ANSI A137.1 are attached to the
Table 3 of this report. underlayment with Rexible Type I mastic adhesives comply-
3.3.2.1 Floors:When Hardibacker(square-edge)underlay- ing with ANSI A136.1, or acrylic or latex-modified thinset
ment is used on floors,the subfloor assembly shall consist mortars complying with ANSI All 8.4. in accordance with
of a minimum 3/4 inch (19.1 mm) thick, Exterior Grade, ANSI A108.The same adhesives are used to fill and level
Group 4 species plywood or better and shall be designed the sheet joints.Joints shall be reinforced with 2 inch (51
such that the maximum deflection in a plane,including live mm)wide,high-strength,coated,alkali-resistant,fiberglass
and dead loads, is U360 of the span, in accordance with reinforcing tape embedded into the wet mastic or modified
the applicable code. Expansion joints shall be provided thinset mortar and allowed to dry thoroughly.
where existing structural joints (building control joints) 3.3.3 Hardibacker(Multilay)
occur and where changes in direction occur such as in'L"-
shaped rooms. Expansion joints shall also be provided at Hardibacker Multilay undedayment is only intended for
15 foot(4572 mm) intervals in either direction. Expansion interior floors including shower and bath areas. Subse-
joints shall be placed symmetrically about the center of the quent finishing with resilient floor coverings or tile is
floor and shall be carried through to the top of the flcor required. The undedayment face has a smooth (sanded)
surface. surface an opaque acrylic seal coat and square edges for
The subfloor is then covered with a minimum 3/32 inch(2.4 close-b�tted joints. The face of the sheet is identified for
mm) thick application of latex, or acr�ic-modified thinset resilient flooring.The reverse side of the underlayment has
setting material.Hardibacker(square-edge)undedayment a smooth(unsanded)surface,is unsealed and has square
is then installed in a staggered bdc.k pattern at right angles edges for close-butted joints.The reverse side of the sheet
to the subficior and fastened before the setting materials is identified foe tile.Dimensions are noted in Table 1 of this
film over. report.
The undedayment is fastened with 1 v4 inch(32 mm)long, The underlayment shall be installed over a structurally
corrosion-resistant (galvanized or stainless steel) roofing sound subfloor assembly designed to limit the maximum
nails or 1 inch (25.4 mm) long No. 8-18 by 0.323 inch HD deflection in a plane, including live and dead loads, to
Hi-LoG SO,self-drilling,corrosion-resistant,dbbed Phillips U360 of the span,in accordance with the applicable code.
waferhead screws. To meet the requirements of ANSI When the undedayment is installed on existing floor
A108.11, minimum 1 im inch (32 mm) long No. 8-18 by construction, floor finishes and subfloodng shall be re-
0.375-inch HD Hi-LoO SO,self-drilling,corrosion-resistant paired,removed and/or replaced as necessary to create a
ribbed Phillips waferhead screws are used.Fasteners shall smooth and level surface.The ability of the existing floor
be located a maximum of 6 inches (152 mm) on center structure and subfloor to support the additional loads of the
around the pedmeter and in the field. Fasteners shall be undedayment and new floor finish shall be substantiated.
located a minimum of 3/8 inch(9.5 mm)and a maximum of Alterations shall comply with applicable codes.
3/4 inch (19.1 mm) from the undertayment edges, and 2
inches(51 mm)minimum,from underlayment comers.For The undedayment boards are laid in a staggered end joint
latex or acrylic modified thinset mortars,the joints shall be pattern at right angles to the subflooring.Joints are offset
reinforced with 2 inch(51 mm)wide,high-strength,coated, 1/8 inch (3.2 mm) from walls and cabinet bases and cut
alkali-resistant,fiberglass reinforcing tape embedded into edges turned to the outside,wherever possible.
the wet mortar and allowed to thoroughly dry. 3.3.3.1 Resilient Flooring: With the side marked for
Floor tiles complying with ANSI Al 37.1 are attached to the resilient flooring face up, Hardibacker Multilay under-
board with flexible Type I mastic adhesives complyingwith layment is placed over the prepared subflooring and
ANSI A136.1, or acrylic or latex-modified thinset mortars fastened to support framing with either 3d, corrosion-
complying with ANSI A118.4, in accordance with ANSI resistant,_dng-shank nails, or No. 18 gage, (0.0475-inch)
A108. The same adhesives are also used to fill and level corrosion resistant staples with a 1/4 inch(6.4 mm)crown,
the sheet joints. located a maximum of 3 inches(76 mm)on center around
the board perimeter and 6 inches (152 mm) on center in
3.3.2.2 Walls: Hardibacker(square-edge) underlayments the field. Fasteners shall be located at least 3/8 inch (9.5
are installed with the long dimension either vertical or mm)from the undedayment edges and 2 inches(51 mm),
horizontal to nominal 2 by 4 wood framing members or minimum, from undedayment comers. Fastener heads
minimum No. 20 gage (0.0320,inch) metal framing mem- shall be flush with the surface. Fasteners shall be of
bers spaced a maximum of 24 inches(610 mm)on center sufficient length to penetrate at least I inch(25.4 mm)into
with end joints staggered from adjacent courses in both sound subflooring or framing.
vertical and horizontal applications. To comply with ANSI
Al 08.11,framing members shall be spaced a maximum of To minimize the possibility of surface irregularities in the
16 inches t.406 mm) on center.To fasten to wood framing underlayment and fastener heads penetrating through the
members, minimum 1 114 inch(32 mm) long, corrosion- resilient floodrig, the boards shall be installed flush and
resistant(galvanized or stainless steel)roofing nails or 1 1/4 level. Height variations are treated by filling joints, gouges
inch (32 mm) long No. 8-18 by 0.375 inch HD Hi-LcO SO, and low spots with a water-resistant,cementitious leveling
self-drilling, corrosion-resistant, ribbed Phillips waferhead compound recommended by the floor-covering manufac-
screws are used and spaced a maximum of 8 inches(152 turer. After the compound has dried, filled areas are
inm) on center at all supports.To fasten to metal framing sanded level to the surrounding subfloor.
members, minimum 1 1/4 inch (32 mm) long No. 8-18 by Prior to the application of the resilient flo rin the prepared
0.375 inch HD Hi-Lo0SOcrS-l2T14,self-drilling,corrosion- surfaces shall be free of dust, grease9andg-other foreign
resistant ribbed Phillips waferhead.screws are used and material.
spaced a maximum of 8 inches (152 mm)on center at all
Supports. Fasteners are located at least 3/8 inch(9.5 mm) Finish floor coverings are installed in accordance with the
from board edges and 2 inches (51 mm), minimum, from flooring material manufacturer's published instructions,
board corners.Cornergaps are filledwith a silicone sealant which shall include application procedures, compatible
romp.ritihIn with fiber-cement underlayments. Underlay- adhesives and recommended accessories.
Ill, 111,11 ,(1 will, l 111illillitini 1/4 inch (0 4 rnrn)
lo.11,111, o hom tho flool '111d Awl holl:ont'll lilo 3.3.3.2 Tllo: With tho sido inarked for tilo faco tip, follow
11.1111111,111oli loc'Itions, !.'llch 1!; ;lbovo till) ed 1!.;. 1 Ills gilp tlll,� il(l(liliollill ilistructions described ill Section 3.3.2.1 of
slall be free of adhesive and grout and ?'Illed with' an this report.
Report No. NER-405
Pa96 5 of 18
3.4 SUGFLOOR PANELS (0.0359-inch), steel 'C" studs at 24 inches (610 mm) on
Compressed sheet is used as subflooring over complying center with corresponding top and bottom tracks.One layer
wood or metal floor joists spaced a maximum of 24 inches of 5/8 inch (15.9 mm) thick Hardie Type *X" gypsum
(610 mm)on center.The panels have a smooth unsanded wallboard,48 inches(1219 mm)wide,is applied vertically
surface. Cutouts for plumbing and electrical shall be to the studs and secured with 1 1/4 inch(32 mm)long, No.
oversized.Floor opening penetrations shall be protected in 8-18,Type S,Hi-LoO buglehead gypsum wallboard screws,
accordance with the applicable code. Dimensions are spaced 8 inches (203 mm)on center at board edges and
noted in Table I of this report. 12 inches (305 mm) on center at intermediate framing
members. The 5/8 inch (15.9 mm) thick gypsum board
Panels are installed over two or more spans,with the long joints and screw heads require treatment consisting of
dimension perpendicular to supports. The sheets are compound followed by tape and a second layer of com-
fastened to wood framing members by counterstriking pound.The opposite face of the wall is covered with one
minimum No. 10 by 0.350-inch HO wood screws (or layer of 1/2 inch (12.7 mm) thick Hardie Super Type 'X*
equivalent)spaced a maximum of 12 inches(305 mm)on gypsum board,followed by one layer of either 1/4 inch(6.4
center at all supports. The sheets are fastened to metal mm) thick Hardiboard (tapered- edge), Hardibacker
framing members by counterstriking minimum No.9-18 by (square-edge), or Harditex baseboard. Both boards are
0.350 inch HD S-12T14, self-drilling, corrosion-resistant applied vertically to framing members with vertical edges
ribbed buglehead (or equivalent) screws spaced a maxi- staggered 24 inches (610 mm). The 1/2 inch (12.7 mm)
mum of 6 inches (152 mm) on center around the sheet thick Hardie Super Type'X"gypsum board is fastened to
perimeter and 12 inches(305 mm)on center at immediate the framing members with 1 1/4 inch(32 mm)long, No.8-
joist locations. Fasteners shall be of sufficient length to 13,Type S, Hi-LoO buglehead gypsum wallboard screws
penetrate at least I inch (25.4 mm) into wood framing spaced 24 inches(610 mm)on center. Hardiboard, Hardi-
members or 1/4 inch (6.4 mm) into metal framing mem- backer or Harditex sheets are fastened through the gyp-
bers.Holes are drilled in compressed sheet with a masonry sum wallboard to the framing members with minimum 1 sia
bit,allowing a 0.04 inch(1.02 mm)clearance over diameter inch(41 mm)long by minimum 0.323 inch HD Hi-LoO SO
of screw to be used. Fasteners are located a minimum of or S-12Tm self-drilling, corrosion-resistant, ribbed bugle-
3/8 inch (9.5 mm) and a maximum of 3/4 inch (19.1 mm) head or ribbed Phillips waferhead screws located a maxi-
from sheet edges, and 2 inches (51 mm) minimum from mum of 8 inches (203 mm) on center. Board joints and
sheet comers. Fastener heads are flush with the surface. fasteners require treatment similar to that described in
Edges shall be blocked or the panels shall be covered with Sections 3.3.1.1,3.3.1.2, 3.3.2.2 and 3.2.4 of this report.
minimum 1/4 inch(6.4 mm)thick underfayment or 314 inch 3.5.2 Assembly 2
(19.1 mm) thick wood strip finish flooring.
As an alternative,sheets are field glued in conjunction with The nonload-bearing,one-hour,fire-resistive wall assembly
mechanical fastening with a structural adhesive(APAIHUD consists of minimum 3 518 inch(92 mm)deep,No.25 gage
AFG-01 or equivalent)applied to joints.Framing members (0.0209-inch), steel "C* studs at 16 inches (406 mm) on
shall be free of surface moisture, dirt, cement and other centerwith corresponding top and bottom tracks.One layer
foreign materials prior to applicatiom of the adhesive. of 5/8 inch (15.9 mm) thick Hardie Type *X* gypsum
Adhesives shall be applied in accordance with the adhe- wallboard,48 inches(1219 mm)wide,is applied vertically
sive manufacturees instructions.The application rate shall to the studs and secured with minimum 1 inch (25.4 mm)
be a 1/4 inch(6.4 mm)diameter bead applied to each joist long by No.8-18 Hi-LoO SO buglehead gypsum wallboard
or blocking member, except two 114 inch diameter beads screws, spaced 8 inches (203 mm) on center at board
are applied where sheets abut on a joist.Installation of the edges and 12 inches (305 mm)on center at intermediate
sheets shall be within the time limit designated by the framing members. The 5/8 inch (15.9 mm) thick gypsum
adhesive manufacturer. wallboard joints and screw heads require treatment
consisting of compound followed by tape and a second
Vfhere more than one sheet is used,an effective sea[shall layer of compound. The stud cavities are insulated with
be provided between sheets.The bonded surfaces shall be minimum 3 inch (76 mm)thick,3 pcf, unfaced, friction-fit,
clean and an approved structural adhesive (APA1HUD mineral fiber insulation complying with ASTIA C665,Type
AGF-01 or equivalent) shall be used. Edges of the sheets 1.The opposite face of the wall is covered with one layer of
to be joined shall be thoroughly cleaned and the dust 7/16 inch (11.1 mm) thick Hardibacker (square edge) or
removed. A layer of adhesive is 'buttered' to the leading Hardiboard (tapered edge) or Harditex baseboard. The
edge of the first installed sheet and the next sheet laid
against it ensuring that an adequate film of adhesive is boards are applied vertically to framing members with
present.The practice of forcing adhesive into the joint after vertical edges staggered 16 inches. Hardibacker, Hardi-
the sheets have been fastened is unacceptable.After the board or Harditex sheet is fastened through to the framing
joint is filled, any excess adhesive shall be removed from members with minimum 1 inch 925.4 mm) long No. 8-18
the surface of the sheet. by 0.323-inch HD self-drilling, corrosion-resistant, Hi-LOO
SO ribbed buglehead (or equivalent) screws located a
Use as a diaphragm is beyond the scope of this report. maximum of 6 inches(152 mm)on center.Board joints and
Allowable loads are as follows: fasteners require treatment similar to that described in
Sections 3.3.1.1,3.3.1.2 or 3.3.2.2 of his report,and using
ALLOWABLE UNIFORM LOAD the fiberglass reinforcing tape.
AT A DEFLECTION LIMIT= LJ360 3.5.3 Assembly 3
JOIST SP�C_ING
PRODUCT 16 inches o.c. 24 inches o.c. The limited load-bearing, one-hour fire-resistive wall
assembly consists of nominal 2 by 4 wood studs at 16
Compressed Sheet 11 190 psf 105 psf inches(406 mm)on center with two top plates and a single
(1/2 and 5/8 inch thick) bottom plate. The lesser of 800 pounds per stud or 31
C ompronsed Sheet It percentoffull design load is permitted to be superimposed,
(3/4 ifich thick) 300 Psf 145 psf provided structural consideration for axial, flexural and
- bearing perpendicular-to-grairl stresses are resolved in
accordance with Part III of the National Dosign Spocifica-
1 r) FIRF-13�1711S)TIVF ASSFIVIFILIES tion, 1991 edition, published by the American Forest &
Papoi A!-.-;ociation. Ono I1iy(!r0f5/1I IfIcl, (1�) 9 (11m) ttlick
I y1w'X"0PStin,W."Ilbolird, 48 inches(12 19 frim)wido, i3
I ho notiload-boming,ono-hour,tii o-rosislivo w,illas-,imlibly applied voitically to the studs and secured with minimum
consists of minimum 3 5is inch(92 mm)deep,No.20 gago 1 na inch (22 min) long cuphead gypsum wallboard nails,
Report No. NER405
Pago 6 of 18
spaced 7 inches (178 mm) on center at board edges and 5.0 IDENTIFICATION
intermediate framing members. The 5/8 inch (15.9 mm)
thick gypsum wallboard joints and nail heads require James Hardie Building Products, Inc., Hardiflex and
treatment consisting of compound followed by tape and a Hardipanel Siding and Soffit Boards;Harditex Baseboard3;
second layer of compound.The stud cavities are insulated Hardiboard and Hardibacker Lining Boards and Under-
with minimum 3 inch(76 mm)thick,3 pcf,unfaced,friction- layments;Hardie Shingleside cladding:Compressed Sheet
fit, mineral fiber insulation complying with ASTM C665, Subflooring;and pallets of Hardiplank Lap Siding shall bear
Type 1. The opposite face of the wall is covered with one a label identifying the manufacturer's name and telephone
layer of 7/16 inch (11.1 mm) thick Hardiboard (square number, the product name, and the name of the quality
edge)fiber-cement underlayment.The fiber-cement fining control agency, Intertek Testing Services, Inc. (NER-
board is applied vertically to framing members with vertical QA219)and this report number(NER-405)for field identifi-
edges staggered 16 inches (406 mm) from the wallboard cation.
edges. Hardiboard lining board is fastened through to the
framing members with minimum 1 112 inch (38 mm) long, 6.0 EVIDENCE SUBMITTED
corrosion-resistant roofing nails located a maximum of 6 6.1 The following test reports issued by the Building
inches (152 mm) on center. Board joints and fasteners Research Association of New Zealand (BRANZ) in
require treatment similar to that described in Section accordance with ASTM E 72, Conducting Strength
3.3.2.2 of this report.The side of the wall clad with Hardi- Test of Panels of Building Construction, Section 9,
board lining board is covered with standard grade ceramic Transverse Load, and Section 14, Racking Load:
tile, nominal 114 inch(6.4 mm)thick.Tiles,any expansion
or control joints,and grout are installed in accordance with
ANSI A108.4 when Type I organic adhesive is used, or Report No. Date ASTM Standard
ANSI A108.5 if dry set, acrylic-or latex-modified portland Section
cement mortar is used.
S100 June, 1984 9
3.5.4 Assembly 4 S101 June, 1984 9
S102 June, 1984 9
The load-bearing one-hour fire resistive wall assembly S103 June, 1984 9
consists of nominal 2 x 4 wood studs at 24 inches (610 S104 June, 1984 9
mm) on center with two top plates and a single bottom S105 June, 1984 14
plate.Full design loads are permitted to be superimposed, S106 June, 1984 14
S109 July, 1984 9
provided structural consideration for axial flexural and S112 August, 1984 14
bearing perpendicular-to-grain stresses are resolved in S113 August, 1984 9
accordance with Part III of the National Design Specifica- STR122 April, 1985 9
tion, 1991 Edition, published by the American Forest & STR123 April, 1985 14
Paper Association.One layer of 5/8 inch(15.9)thick Type STR127 A�pril, 1985 9
"X"gypsum wallboard,48 inches wide,is applied vertically STR128 may, 1985 14
to the studs and secured with minimum I 3t4 inch(44 mm) STR131 May, 1985 9
long cup-head gypsum wallboard nails,spaced 7 inches on STR132 May, 1985 14
center at board edges and intermediate framing members.
The 5/8 inch (15.9 mm)thick gypsum wallboard joints and 6.2 The following test reports issued by the Building
nail heads require treatment consisting of compound Research Association of New Zealand (BRANZ) in
followed by tape and a second layer of compound.The stud accordance with the weatherability test procedures
cavities are either insulated or uninsulated. The opposite noted:
face of the wall is covered with one layer of 112 inch(12.7 Report
mm)thick Type"X"water-resistant core gypsum sheathing No. Date Procedure
and one layer of maximum 12 inch (305 mm)wide Hardi-
plankO lap siding lapped a minimum of 1 1/4 inches (32 MTR658 November, 1983 U.B.C.Standard 32-12
mm). Gypsum sheathing is applied vertically to framing MTR662 November, 1983 Freeze/Thaw
members with vertical edges staggered 24 inches (610 MTR709 June, 1984 ICBO Percolation Test
mm) from the joints on the opposite side. The 112 inch MTR723 May, 1984 ASTM G26, D2616.
(12.7 mm)thick Type"X"gypsum sheathing is fastened to FD-714
the framing members with 1 3/4 inch (44 mm) long roofing MTR778 June, 1985 NSZ3204;Wet/Dry
nails spaced 7 inches on center in the field and 4 inches on Cyclin
MTR787 June, 1985 U.B.C. 8tandard 47-17
center along the perimeter of each board.An outer layer of T176 June, 1984 ASTM E96
5/16 inch thick, 12 inch wide Hardiplank(D lap siding is T177 June, 1984 1ASTM E96
applied over the 1/2 inch(12.7 mm)thick Type"X"gypsum I
sheathing by attaching a 1 1/2 inch (38 mm) wide 6.3 Quality control procedural manual signed by James
HardiplankO starter strip attached through the gypsum Hardie and Company(November 5, 1993), and ETL
wallboard into the bottom plate and 12 inch(305 mm)wide Testing Laboratories (November 8, 1993).
HardiplankO lap siding applied horizontally with a minimum
nominal 1 114 inch (32 mm) headlap and fastened with a 6.4 Manufacturers descriptive literature.
single 6d corrosion resistant common nail driven through 6.5 Test Report No.LA 50049-1 dated February 7, 1985,
the lapped planks at each stud. issued by United States Testing Company in accor-
dance with ASTM E 84, Test of Surface Burning
4.0 INSTALLATION Characteristic ofEludding,Materia[s.
6.6 Test Report No.8047-87 dated April 6, 1987,issued
111-A-11folion �;hall comply witti this report and a copy of this by Ramtech Laboratories, Inc., in accordance with
WPM sl41ll bo availablo at all tirnes on the jobsito during ASTM E 72, Conducting Strungth Tostr of Panols for
instillation. Additional details are in the applicable manu- Building Construction—Section 9,Transverse Load;
(,It tilioi',; pioduct informatinn sheets issued December and Section 14, Racking Load.
�Ahow 11on odiloli'll 1111lownco!" occill ht-twoon III() G.7 !'-tructtiral Calculations for 'Determination of Wind
nwimlaclwin'3 product inlotmation Sheets and IN!;repolt, Speed*by Ronald 1.Ogawa,P.E.,in accordance with
this report shall be null and void. Section 1205 of the 1988 Standard Building Code.
Report No. NER405
page 7 of is
6.8 The following test reports were issued by Inspection 6.15 Test Report No. 176842 dated September 14. 1990.
Concepts for'Transverse Load Tests'of panels: by United States Testing Company, Inc., in accor-
Report No. Date dance with ASTM 0 1037.
IC-1021-88 May, 1988 6.16 Test Report No. 30240-1 dated March 1, 1989,
IC-1022-88 May, 1988 revised March 28, 1991, by Truesdail Laboratories,
IC-1042-88 February, 1989 Inc.,in accordance with ASTM G 21.
IC-1054-89 September. 1989 6.17 Test Report No. 30240-2 dated March 1. 1989,
IC-1055-89 September, 1989 revised March 28, 1991,by Truesdail Laboratories in
IC-1121A-91 March 20, 1991 accordance with ASTM G 22.
IC-112113-91 March 20, 1991
IC-1201-92 January 22, 1993 6,18 Report No.IC-11 31-91 dated May 8,1991,by Inspec-
IC-1203-92 January 22, 1993 tion Concepts in accordance with ASTM C 947, C
IC-1228-93 Jul 2, 1993 666 Procedure B, and ANSI-1 36-1.
IC-1270-94 ApnY20, 1994
I IC- 271-94 April 20, 1994 6.19 Report No. 497742 dated March 5, 1990, by ETL
Testing Laboratories in accordance with ASTNI E
6.9 The following test reports were issued by Inspection 84-89.
Concepts for"Racking Tests*of panels: 6.20 Report No.IC-1039-89 dated January 6,1989,revised
Report No. Datd Wy 11,1990,by InspecUon Concepts on comparative
IC-1013-88 January, 1988 fastener pullout and pull-through results.
IC-1014-88 January, 1988 6.21 Product information sheets issued October 1991, by
IC-1030-88 September, 1988 James Hardie Building Products, Inc.
IC-1032-88 September, 1988
IC-1037-88 November, 1988 6.22 Structural calculations verifying design values for
IC-1038-88 November, 1988 Tables 2 and 3 of this report,prepared by Inspection
IC-1057-89 September, 1989 Concepts dated October 20,1993,signed by Ronald
IC-1062-89 November,1989 1. Ogawa, P.E.
IC-1100-90 October 30, 1990
IC-1107-91 January 5. 1991 6.23 Lefter correcting structural calculations for BRANZ
IC-1108-91 January 6, 1991 Reports S106 and STR128 prepared by Inspection
IC-1109-91 January 8, 1991 Concepts dated February 14, 1993, signed and
IC-1110-91 January 8, 1991 sealed by Ronald 1.Ogawa, P.E.
fC-1120A-91 March 20, 1991
IC-112OB-91 March 20, 1991 6.24 Letter reviewing 'Racking Tests' and 'Transverse
IC-112OC-91 March 20, 1991 Load Tests'for Group Illwood species verificationfor
IC-11200-91 March 20, 1991 Tables 2 and 3 of this report,prepared by Inspection
IC-1202-92 January 22, 1993 Concepts dated October 14,1993,signed and sealed
IC-1202-92 January 22, 1993 by Ronald 1.Ogawa, P.E.
IC-1237-93 August5, 1993
IC-1273-94 Apri120, 1994 6.25 The following test reports were issued by Omega
IC-1274-94 Apri129. 1994 Point Laboratories for'One-hourFire-resistantAsserr,
blies':
6.10 The following test reports were issued by Inspection Report No. Date
Concepts for"Transverse Load Tests"of planks:
Report No. Date 11710-92783 February 13, 1992
11710-92851 September 9, 1992
IC-1020-88 May, 1988 11710-98414 Mayl, 1995
IC-1011-88 January, 1988
IC-1034-88 October, 1988 6.26 Test Report No. 8108A-87 dated May 20, 1987,
IC-1035-88 October, 1988 issued by Ramtech Laboratories,Inc.,in accordance
with ASTM C 725 for flexural strength tests con-
6.11 The following test reports were issued by Southwest ducted on 1/2 inch and 3/4 inch thick compressed
Research Institute for"One-hour Fire-resistive Assem- sheet panels.
blies*: 6.27 Test Report No.810813-87 dated May 26, 1987,issued
Report No. Date by Ramtech Laboratories,Inc.,in accordance with ASTM
E 72, Secfion 18,concentrated load on 1/2 inch and a/4
01-2602-802 March, 1989 inch thick compressed sheet panels.
01-2602-803 March, 1989 6.28 Test Report No. 8108C-87 dated June 24, 1987.
issued by Ramtech Laboratories,Inc.,in accordance
6.12 Structural calculations verifying design values for with ASTM E 72, Section 9, transverse load on 1/2
Tables 2 and 3 of this report,prepared by Inspecfion inch and 3/4 inch thick compressed sheet panels.
Concepts dated March 7,1990,signed and sealed by
Ronald 1. Ogawa, P.E. 6.29 Test Report No.IC-1 257-94 dated January 13, 1994,
by Inspection Concepts in accordance with ASTM E
G-13 Tiint Report No. IC-1093A-00 dated October 18, 331 for water penetration of 1/4 inch thick Hardipariel
1990, instred by Inspection Concepts in accordance vertical siding,
with ASTM E 136.
6.30 Test Report No. IC-1243-93 dated August 26, 1993,
l(i-,( 16,11oil Nit 1 87 171? illift)(I OcInhof 3, 1987, hy Irinpoction Concepts in riccordanco with ASTNI E
1.i�modlly !�111101 1 111111 Y t',,)fill 1.111Y 111.1crof 4 1,11 ic(I Willi ?28 (of' lilivar-thomial oxpansion of 1/4 Inch thick
Jmiws I(Aidio fiber conierit product,1.
Report No. NER-405' Page 8 Of 18
6.31 Laboratory No. 9778-93, IC-1225-93, dated June 4, 12 inch wide by 1/4 inch thick HardieT11 Shingleside<n)
1993. by Ramtech Laborato'ries, witnessed by Mr. as siding roofing installed on 7/16 inch thick Oriented
Ronald Ogawa from Inspection Concepts. The Strand Board utilizing 2 siding nails per 12 inch wide
Hardibacker board was tested in accordance with panel.
ASTIVI C 177-76 Test for Steady-State Thermal
Transmission Properties by Means of the Guarded 6.44 Ramtech Laboratories, Inc. Laboratory Number
Hot Plate. are listed in Table 4 of this report. 10794-97/1464, dated March 13, 1997, describing
6.32 Test Report No.IC-1 230-93,Laboratory No.9778-93, results of an Uplift Resistance Test of 18 inch long by
dated June 1993, by Ramtech Laboratories, wit- 12 inch wide by 1/4 inch thick HardieTIA ShinglesideG
nessed by Mr. Ronald Ogawa from Inspection Con- as siding roofing installed on 7/16 inch thick Oriented
cepts.The Hardibacker board materials were tested Strand Board utilizing 3 siding nails per 12 inch wide
in accordance with ASTM E 96-90 to deten-nine the panel.
water vapor transmission properties. The average 6.45 Wind analysis and calculations for Hardishingle and
permeance (perms) of the panels is shown in Table Hardislate roofing and Hardie Shingleside, cladding
5 of this report. installed with 8, 7, and 6 inch weather exposures.
6.33 Laboratory No. 10367A-9511363, dated September Analysis and calculations conducted by Ronald 1.
18,1995,by Ramtech Laboratories,witnessed by Mr. Ogawa,RE.dated March 28, 1997,March 31, 1997,
and April 2, 1997.
Ronald Ogawa by Inspection Concepts.The 7 1r2 inch
and 9 1/2 inch,wide Hardiplank Lap Siding was tested
in accordance with ASTM E 330 Transverse Load
Test.The panels were installed on nominal 2x4 wood 7.0 CONDITIONS OF USE
structural members spaced 16"on center. The National'Evaluation Service finds that the James
6.34 Structural Calculations verifying design values for Hardie building products described in this report comply
Table 3 of this report, prepared by Inspection Con- with,or are an alternative to materials noted in the BOCA
cepts dated October 6, 1995, signed by Ronald 1. National Building Code11996,the 1997 Standard Building
Ogawa, RE. Code with 1998 revisions,the 1997 Uniform Building Code,
and the 1998 International One and Two Family Dwelling
6.35 Project No. 117-98414, dated May 1, 1995, Omega Code,subject to the following conditions:
Point Laboratories.The load-bearing 2x4 stud wall with
Hardiplank lap siding was tested in accordance with 7.1 Products shall be installed in accordance with this
ASTMI E 119-88.Section 3.5.4 of this report describes report.
the one-hour fireresistance rated assembly. 7.2 Hardiplank Siding shall be installed on exterior walls
6.36 Structural calculations to determine design wind load braced in accordance with the applicable building
on 8.25 Hardiplank,dated October 24, 1996, signed code:
and stamped by Ron Ogawa, RE. . * Section 2305.7 of the BOCA National Building
6.37 Structural calculations to determine design values for Code11996.
Tables 2 and 3 of this report, prepared by Inspection e Section 2308.2 of the 1997 Standard Building
Concepts dated July 16, 1997, July 19, 1997, and Code.
August 19, 1997, signed and sealed by Ronald 1.
Ogawa, RE. * Section 2320.11.3 and 2320.11.4 of the 1997
Uniform Building Code.
6.38 Report Lab.No.10868-97/1475,dated June 26,1997 * Section R-602.10 of the 1998 International One
by Ramtech Laboratories, Inc. The report contains and Two Famil Dwelling Code.
results of testing in accordance with ASTM E 72 and y
ASTM E 330 on 5/16 inch thick Hardipanel. 7.3 Maximum wind pressures and allowable loads for
6.39 Report Lab.No.10869-9711482,dated July 14, 1997 panel shear walls shall comply with Tables 2 and 3 of
by Ramtech Laboratories, Inc. The report contains this report,respectively.
results of transverse load testing in accordance with 7.4 Harditex baseboard is an acceptable weather-resis-
ASTM E 72 on 9 1/2 inch wide Hardiplank lap siding. tive barrier.The weather-resistance performance of
6.40 Lab No. 29278-UD1, dated September 1, 1994 by joints and terminations has not been evaluated.
Applied Research Laboratories.The report contains 7.5 Compressed sheet of equivalent thickness to Species
reports of tensile pull-out testing of fasteners. Group I plywood is an acceptable alternative to
6.41 Structural calculations to determine the allowable plywood subflooring specified in:
fastener spacing based on a wind speed of 110 mph, * Section 2307.3.3 of the BOCA National Building
exposure category C, prepared by Inspection Con- Code11996,Table 2307.3.3;
cepts dated November 2,1994,signed and sealed by * Section 2307.6 of the 1997 Standard Building
Ronald 1. Ogawa, RE. Code,Table 2307.6C;
6.42 Ramtech Laboratories, Inc. Laboratory Number e Section 2320.9.2 and Table 23-11-F-1 of the 1997
10794-97/1458, dated March 13, 1997, describing Uniform Building Code.
results of an Uplift Resistance Test of 18 inch long by
12 inch wide by 1/4 inch thick Hardishingle I'm roofing * Section 503 and Table No. 503.2.1.1(1) of the
installed on 15132 inch thick 4 ply 3 layer COX ply- 1998 International One and Two Family Dwelling
wood cadn.
T6 Uso of Compiossed Sheat subfloor as a comporiel't
tolq,1_91/1,160, dated March 13, 1997, describing of a floor diaphragm is beyond the scopo of this
results of an Uplift Resistance Test of 18 inch long by report.
Roport No. 14ER405' Page 9 of 18
7.7 The products shall be manufactured at the following * Carole Park.Queensland,Australia
locations with quality control Inspections by Intertek
Testing Services, Inc.(NER-QA219): 9 Brooklyn,VIC,Australia
• Fontana, California * Welshpool,WA,Australia
• Cleburne,Texas o Penrose,Auckland, New Zealand
• Plant City, Florida 7.8 This report is subject to re-examination on a periodic
• Tacoma,Washington basis. For information on the current status of this
report, contact one of the participating members of
• Rose Hill,NSW,Australia the NES.
Table 1
Standard Nominal Plank&Panel Dimensions
LENGTH THICKNESSES
..' PRODUCT
TYPE. WIDTH Feet) (inches)
Hardiplank 4, 6, 6-1/4, 7-1/2, 8, 12, 14 5/16
8-1/4, 9-1/2 & 12 inches
Hardisoffit 16, 24. 36 &48 inches 8. 9 & 10 3/16 & 1/4
Hardiflex 4 feet 8. 9 & 10 3/16, 1/4, 5/16 &3/8
Hardlipanel 4 feet 8, 9 & 10 1/4 & 5/16
Harditex 4 feet 8, 9 & 10 1/4, 5/16, 3/8&7/16
Hardlibacker 3 &4 feet 4, 5, 8 1/4
(square edge)
Hardiboard 4 feet 8, 9 & 10 1/4 &7116
(tapered edge)
Hardibacker 4 feet 4 & 8 114 & 5/16
(Multilay)
Shingleside 6. 8. & 12 inches 1.5 1/4
Compressed Sheet 4 feet 8, 9 ,10 1/2, 5/8 &3/4
Notes to Table
1. Plank and panel products are also available in other lengths,widths, and thicknesses by special arrangement.
2. 1 inch 25.4 mm, 1 ft= 304.8 mm
Report No. NER405 Page 10 Of 18
Table 2
Maximum Wnd Speed
FASTENERi FRAME STUD . 0=7 F-TV-7-1711"
T i - 11 . w
YPE SPACING TYPES*, SPACING BUILDING ir
'";7� , (Foot)
I[ "�O 17=- 1 w=
(inches) (In� 5
B C
Hardiflex 3/16 4d common 6 2 x 4 wood 16 20 90 70
Hardisoffit 1-1/2 in. long 40 80 —
60 70 —
100 70 —
Hardipanel 1/4 4 d common 8 2 x 4 wood 16 20 90 —
Hardiflex 1-1/2 in.long 40 80 —
Harditex 60 70 —
Hardisoffit 24 20 70 —
40 — —
Hard anel 1/4 6d common 6- 2 x 4 wood 16 20 120 1004
HarTiflex 2 in. long 40 120 905,16
Harditex 60 1104-22 go,
100 9515 70'
200 80 17 70
Hard1panel 1/4 No. 11 a 6 2 x 4 wood 16 20 110 80
Hardiflex 1-1/4 in.%4 40 105 80
Harditex galvanized 100 90 70
roofing nail 150 80 70
200 80 —
24 20 80 —
40 80 —
100 70 —
Hardipanel 1/4 No. 11 ga. 4 edge 2 x 4 wood 16 20 120 90
Hardiflex 1-1/4 in.long 12 field 40 120 90
Harditex galvanized 100 100 80
roofing nail 200 90 70
Hard*panel 5/16 0.091 in. 4 ed e 2 x 4 wood' 16 0-15 loo14,23 807,18
Hardiflex shank,0.225 8 fi e7d .20 95 14.24 758-19
Harditex in. HD, 1.5 in. 40 851826 7010,20
long flng 60 8o17.28 11,21
shank nail 100 7019 —21
Hardi anel 5/16 4d common 8 2 x 4 wood 16 40 110 80
HarTiflex 1-1/2 in. long 100 90 70
Harditex 150 80 —
200 70 —
24 20 90 —
40 80 —
60 70 —
Hardi anel 5/16 6d common 6 2 x 4 wood 16 20 120 1 oo 4,14
HarSflex 2 in. long 40 120 go4.15
Harditex 60 1104.22 so4.16
100 95 4.15 70 7.17
200 80,17 —9.19
Hardi anel 5116 6d common 6 2 x 4 wood 24 20 1101.22 80'
HariTiflex 2 in. long 40 looS.25 809
Harditex 60 90 8.26 709
100 80 21
200 70 —
Hardi anel 5/16 6d common 4 2 x 4 wood 16 20 120 1004,13
Har,Tiflex 2 in.long 40 120 loo4.13
Harditex 60 120 go 5,13
100 1()o 13.22 8o 14
200 8o 13.25 70 15
Hardipanel 5/16 6d common 4 2 x 4 wood 24 20 120 105 4
Hardiflex 2 in. long 40 120 955,15
Harditex 60 110 4.22 go,
100 100" 80 'a
200 809,17 70 10
Hardipanel 5/1(3 6d common 6 edge 2 x 4 wood 16 40 120 90
Har(liflox 2 in. lonq 12 field 100 100 80
Kudllo� 200 90 1 70
Report No. NF-R405 page,11 of.18
Table 2
Maximum Wind Speed
I
kidb6cf FASTENER , FRAME STUD
TYPE SPACING ' TYPES2 SPACING
(inches) N RON 0 i NIN
C
Hardiflex 7/16 No. 11 ga 6 2 x 4 wood 16 20 120 120
Harditex 1-3/4 in.long 40 120 110
galvanized 60 120 100
roofing nail 100 110 go 14
200 10014 8015
Hardiflex 3/16 Min. No. 8-18, 6 Min,No.20 16 20 80 70
Hardisoffitt 1 in. long x ga. x 3-5/8 in. 40 80 —
0.323 in. HD x 1-3/8 in. 60 70
Hi-LoO SO or metal C-stud 100 70
S-12Tm ribbed
buglehead -
screws
Hardipanel 1/4 Min.No.8-18, 6 Min.No.20 16 20 120 90
Hardiflex I in.long x ga. x 3-5/8 in. 40 110 90
Harditex 0.323 in. HID x 1-3/8 in. 60 100 80
Hi-LoO SO or metal C-stud 100 90 80
S-12TI46bbed 150 90 70
buglehead 200 80 70
screws 24 20 90 70
40 80 —
100 70 —
Hardiflex 7/16 Min.No.8-18, 6 Min.No.20 16 20 120 120
Harditex I in.long x ga. x 3-5/8 in. 40 120 120
0.311 in. HID x 1-3/8 in. 60 120 1104
Hi-LoO SO or metal C-stud 100 120 9ol4
14
S-12Tm ribbed 200 100 14 80
buglehead
screws
Hardiplank 5/16 6d common Through 2 x 4 wood 16 20 1303 1003
4 in. 2 in.long Overlap 40 120' 903
6 in. 60 1103 903
6-1/4 in. 100 1003 90,
7-1/2 in. 200 go, 803
8 in. 24 20 1003 703
8-1/4 in. 40 903 703
9-1/2 in. 60 803 701
100 803 —
200 703
Hardiplank 5/16 6d common Through 2 x 4 wood 16&24 20 80
12 in. 2 in.long Overlap 40 70 —
Hard�plank 5/16 No. 11 ga. I- Through 2 x 4 wood 16 20 110 90
4 in. 1/4 in.long top edge 40 100 80
6 in. galvanized of plank 100 90 70
6-1/4 in. roofing nail 200 80 70
7-1/2 in.
8 in.
8-1/4 in.
9-1/2 in.
w/os/splice
Hardiplank 5/16 Min. No. 8-18, Through Min. No. 16 16&24 20 903
4 in. 1-5/8 in. long Overlap ga. x 3-5/8 in. 40 80,
6 in. x 0.323 in.HD x 1-3/8 metal 100 703
6-1/4 in. Hi-LoO SO or C-stud
7-1/2 in. S-12Tm ribbed
8 in. buglehead
8-1/4 in. screws
9-1/2 in.
12 in.
Hardiplank 5/16 Min. No. 8-18, Through Min. No.20 16 20 120 90
4 in. 1-1/4 in, long top edge ga. x 3-5/8 in. 40 110 90
6 in. x 0.375 in. HD of plank x 1-3/8 metal 60 100 80
6-1/4 in. Hi-LoQD SO or C-stud 100 90 80
I�I" liblit'-d 150 90 70
1,1111111ri 200 80 70
9-1 r2 ill. screws
Report No. NEIR-405 Pago 12 of 18
Table 2
Maximum Wind Speed
�P STUD,
R,0161UCT': FRAME
TYPES' SPACING
(Inches)'
B
Hardiplank 5/16 0.089-in. Through 2 x 4 wood 16 0-15 1004,13
4 in. shank x Overlap 20 1004.14 - 11.17
6 in. 0.221 in. HD 40 go7.15 - 11.16
6-1/4 in. 60 859,18 - 12.19
7-V2 in. x 2 in.long 100 75 17 -21
8 in. galvanized 200 - -21
8-1/4 in. siding nail
9-1/2 in. I
Hardi lank 5/16 Minimum Through 2 x 4 wood 16 0-15 10014.22 - 18.20
P 95`14.25 19
4!n. 0.093 in. top edge 20 8514.20 21
6 n. shank x o plank 40
17 21
6-1/4 in. 0.222 in. HD 60 80 21 2'1
7-1/2 in. x 2 in. long 100 75
galvanized 200 70
siding nail
Hardiplank 5/16 Minimum Through 2 x4 wood 16 0-15 92 14,25
8 in. 0.093 in. to edge 20 9ol5.25 -19
8-1/4 in. shank x opplank 40 80 17,2MI 21
0.222 in. HD 60 75 20 21
x 2 in. long
galvanized
siding nail
HardVank 5116 0.091 in. Face nailed 7/16 inch 16 D-1 5 golS.23 19.29
9-1/ in. shank,0.221 through the thick APA 20 85 18.24 20.30
in. HD, 1.5 in. overlap @ 12 rated OSB 40 80,27 21,31
long corrosion in.o.c. sheathing or 60 75 19.23 -
resistant nail equivalent 100 -21,31
solid. ,
sheathing
1. Values are for species of wood having a specific gravity of 0.36 16. The Maximum Basic Wind Speed is permitted to be increased to 95
or greater. mph in areas regulated by the 1997 Uniform Building Code.
2. Values are for species of wood having a specific gravity of 0.42 17. The Maximum Basic Wind Speed is permitted to be increased to 90
or greater, unless otherwise noted. mph in areas regulated by the 1997 Uniform Building Code.
3. Values are reduced by 10 mph when Hardiplank Lap Siding is 18. The Maximum Basic Wind Speed is permitted to be increased to 85
installed with off-stud splice. mph in areas regulated by the 1997 Uniform Building Code.
4. The Maximum Basic Wind Speed is pen-nitted to be increased to 19. The Maximum Basic Wind Speed is permitted to be increased to 80
120 mph in areas regulated by the 1997 Standard Building mph in areas regulated by the 1997 Uniform Building Code.
Code. 20. The Maximum Basic Wind Speed is permitted to be increased to 75
5. The Maximum Basic Wind Speed is permitted to be increased to mph in areas regulated by the 1997 Uniform Building Code.
110 mph in areas regulated by the 1997 Standard Building 21. The Maximum Basic Wind Speed is permitted to be increased to 70
Code. mph in areas regulated by the 1997 Uniform Building Code.
6. The Maximum Basic Wind Speed is permitted to be increased 22. The Maximum Basic Wind Speed is permitted to be increased to
by 105 mph in areas regulated by the 1997 Standard Building 120 mph in areas regulated by the BOCA National Building
Code. Code11996.
7. The Maximum Basic Wind Speed is permitted to be increased 23. The Maximum Basic Wind Speed is permitted to be increased to
by 100 mph in areas regulated by the 1997 Standard Building 115 mph in areas regulated by the BOCA National Building
Code. Code11996.
S. The Maximum Basic Wind Speed is permitted to be increased 24. The Maximum Basic Wind Speed is permitted to be increased to
by 95 mph in areas regulated by the 1997 Standard Building 110 mph in areas regulated by the BOCA National Building
code. Code11996.
9. The Maximum Basic Wind Speed is permitted to be increased 25. The Maximum Basic Wind Speed is permitted to be increased to
by 90 mph in areas regulated by the 1997 Standard Building 105 mph in areas regulated by the BOCA National Building
Code. Code11996.
to. The Maximum Basic Wind Speed is permitted to be increased 26. The Maximum Basic Wind Speed is permitted to be increased to 95
by 85 mph in areas regulated by the 1997 Standard Building mph in areas regulated by the BOCA National Building Codo/1996.
Code. 27. The Maximum Basic Wind Speed is permitted to be increased to 90
11. The Maximum Basic Wind Speed is permitted to be increased mph in areas regulated by the BOCA National Building Code/1996.
by 80 mph in areas regulated by the 1997 Standard Building 28. The Maximum Basic Wind Speed is permitted to be increased to 85
Code. mph in areas regulated by the BOCA National Building Code/1996.
12. Tho Maximum nasic Wind Speed is perTnitted to be increased 29. The Maximum Basic Wind Speed is permitted to be increased to 80
by 70 mph in areas regulated by the 1907 Standard Building mph in areas regulated by the BOCA National Building Codo11996-
Codo. 30. The Maximum Basic Wind Speed is permitted to be increased to 75
13, Tho Maximum Basic Wind Speed is permitted to be increased to mph in areas regulated by the BOCA National Building CodaII996.
I Y mph III 11141111.1tod by 111#1 1997 1111)(61111[11111(fill(I Codo, 31, Tho Maximum flasic Wind Speed i!i pormitted to bo increased to 70
11 lho %I�Iolown �Vlod :�Iiood 1-1 lionoillod to lift lilt 111.1-Ind 11) niph in ii oo-i re(julatod by tho IJOCA Nation'd Buildinq Code?P996.
I 10 1111111 in 41141.1.1 1114jolated hy 11141 1991 U111totill 111111(litiq Code?.
15. I-lie Maximurn Basic Wind Speed is permitted to be increased to
100 mph in areas regulated by the 1997 Uniform Building Code.
Report No. RER-40 Page 13 of 18
Table 3
Shear Values Allowable Loads In Pounds Per Lineal Foot For Panel Shear Walls 1 2
PRODUCT, PRODUCT � FASTENER FASTENER FRAME STUD SHEAR
iS
TYPE THICKNES TYPE SPACING TYPES4 SPACING VALUE
(inches (Inches) (Inches) (plf)
Hardiflex 3/16 4d common 6 2 x 4 wood 16 145
Hardisoffit 1-1/2 in.long
Hardipanel 1/4 4d common 8 2 x4 wood 16&24 120
Hardiflex 1-1/2.long
Hardisoffit
Hardibackers 1/4 0.086 in. x 1-3/8 in.long 6 2 x 4 wood 16&24 140
Hardiboard-' gypsum wall board nail
Hardipanel 1/4 6d common 6 2 x4 wood 16 190
Hardiflex 2 in.long
Hardipanel 1/4 No. 11 ga. 6 2 x 4 wood 16&24 180
Hardiflex 1-1/4 in. long
Harditex5 galvanized
Hardibacker5 roofing nail
Hardiboard5
Hardipanel 1/4 No. 11 ga. 4 edge 2 x4 wood 16&24 265
Hardiflex 1-1/4 in.long 12 field
Harditex5 galvanized
Hardibacker' roofing nail
Hardiboards
Hardip*anel 1/4 No. 11 ga. 3 edge 2 x 4 wood 16&24 295
Hardiflex 1-1/4 in. long 6 field w/48 in.
Harditex" galvanized mid-height
Hardibacker' roofing nail block
Hardiboard'
Hardipanel 5/16 0.091 in. shank,0.225 4 edge 2 x4 wood 3 16 198
Hardiflex in. HD, 1.5 in.long ring 8 field
shank nail
Hardipanel 5/16 4d common 8 2 x 4 wood 16&24 120
Hardiflex 1-1/2 in. long
Hardipanel 5/16 6d common 6 2 x 4 wood 16 200
Hardiflex 2 in.long
Hardipanel 5/16 6d comnion 6 2 x 4 wood 24 153
Hardiflex 2 in.long
Hardipanel 5/16 6d common 4 2 x 4 wood 16 233
Hardiflex 2 in.long
Hardipanel 5/16 6d common 4 2 x 4 wood 24 212
Hardiflex 2 in.long
Hardipanel 5/16 6d common 6 edge 2x 4 wood 16 157
Hardiflex 2 in.long 12 field
Hardipanel 5/16 6d common 6 edge 2x 4 wood 24 145
Hardiflex 2 in.long 12 field
Hardipanel 5/16 No. 11 ga. 6 2 x 4 wood 16 200
Hardiflex 1-1/2 in.long galvanized
Harditex5 roofing nail
Hardibacker'
Hiardipanel 5/16 No. 11 ga. 4 edge 2 x 4 wood 16 280
Hardiflex 1-1/2 in.long 12 field
Harditex5 galvanized
Hardibacker5 rooflng nail
Hardipinel 5/16 No. 11 ga. 3 edge 2 x 4 wood 16 340
Hardiflex 1-1/2 in. long 6 field w/48 in.
Hirditexs galvanized mid-height
rnofinq nail block
Report No. NER-405, Pag.e 14 of 18
Table 3
Shear Values Allowable Loads In Pounds Per Lineal Foot For Panel Shear WaIIS1.2
PRODUCT FASTENER FRAME STUD SHEAR
' I PRODUCT FASTENER
TYPE THICKNESS TYPE SPACING
TYPES4 SPACING VALUE
(inches) (inches) (Inches) (plf)
Hardiflex 7/16 No. 11 ga. 6 2 x 4 wood 16 280
Hardipanel 1-314,in.long galvanized
Harditexs roofing nail
Hardibacker5
Hardiboard5
Hardiflex 3/16 Min. No. 8-18, 1 in. long 6 Min. No.20 16 140"
Hardisoffit x 0.323 in. HD Hi-LoO ga. x 3-5/8 in.
SO or S-1 2Tm ribbed x 1-3/8 in.
buglehead screws metal C-stud
Hardipanel 114 Min. No.8-18, 1 in. long 6 Min. No.20 16&24 125"
Hardiflex x 0.323 in. HD Hi-LoO j6. x 3-5/8 in.
Harditex' SO or S-1 2Tm ribbed x 1-3/8 in.
Hardibacker' buglehead screws metal C-stud
Hardiboard5
Hardipanel 5/16 Min. No.8-18, 1 in.long 6 Min. No.20 16 1608
Hardiflex x 0.323 in. HD Hi-LoG ga. x 3-5/8 in.
Harditexl SO or S-1 2Tm ribbed x 1-3/8 in.
Hardibackers buglehead screws metal C-stud
Hardipanel 7/16 Min.No.8-18, 1 in.long 6 Min. No.20 16 1628
Hardiflex x 0.311 in.HD Hi-LoO ga. x 3-5/8 in.
Hardftex5 SO or S-1 2 Tm ribbed x 1-3/8 in.
Hardibacker' buglehead screws metal C-stud
Hardiboard' I I I I I
1. All board edges shall be supported by framing.Panels shall be applied with the long dimension parallel to studs.
2. The maximum height-to-length ratio for construction in this Table is 2:1.
3. Values are for species of wood having a specific gravity of 0.36 or greater.
4. Values are for species of wood having a specific gravity of 0.42 or greater,unless otherwise noted.
5. Harditex, Hardiboard and Hardibacker sheets are also permitted to be applied with the long dimension perpendicular to studs.
6. Under the Uniform Building Code,these steel-framed assemblies are limited to wind load resistance only.
Table 4
"K" and "R"Values for Fiber-Cement Products
PRODUCT THERMAL THERMAL ACTUAL THERMAL ACTUALTHERMAL
IVITy2
THICKNESS CONDUCTIVITY' RESISTANCE' CONDUCT RESISTANCE2
(inch) Klf Btu-in/T-fe` R= I/Keff (K,ff) (R)
1/4 1.95 0.51 0.49 0.13
5/16 2.07 0.48 0.65 0.15
3/8 2.18 0.46 0.82 0.17
7/16 1 2.30 1 0.44 1 1.00 1 0.19
Notes to Table 4:
1. Based on 1 inch of panel thickness.
2. Actual value for panel thickness shown.
Table 5
Permeance Values for Fiber-Cement Products
PRODUCT PERMEANCE
THICKNESS (PERMS)
114 1.75
5/16 1.54
3/8 1.32
7116 1.10
Report No.NER406 Pago 15 of 18
Table 6A
BOCA National Building Coda/1996
ALLOWA13LE 13ASIC WIND SPEEDS(MILES PER HOUR) FOR
HARDIE SHINGLESIDE EXTERIOR WALL FINISH
Weather Exposure and Height of Exposure Category
Sheathing Type Fastener Type Fastener Location Building(feet) B C
0-15 110 95
8 inch exposure 20 110 90
2 roofing nails 40 110 80
9 inches from butt edge 60 110 75
100 80 NA
200 70 NA
G-15 110 110
Minimum 15/32-inch Min.0.121-in.shank 7 inch exposure 20 110 105
thick plywood x 0.371-in. HD x 1- 2 roofing nails 40 110 95
complying with DOC 1/4-in.long corrosion 8 inches from butt edge 60 110 90
PS 1-95 resistant roofing nail 100 95 75
200 80 70
0-15 110 110
20 110 110
6 inch exposure 40 110 105
2 roofing nails 60 110 100
7 inches from butt edge 100 105 85
200 90 75
Table 6B
SBCCl- 1997 Standard Building Code
ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR)FOR
HARDIE SHINGLESIDE EXTERIOR WALL FINISH
Weather Exposure and Height of Exposure Category
Sheathing Type Fastener Type Fastener Location Building(feet) Standard Coastal
8 inch exposure 0-15 105 105
2 roofing nails 20 100 .100
9 inches from butt edge 40 90 90
Minimum 15/32-inch Min.0.121-in.shank 60 85 85
thick plywood x 0.371-in.HD x 1- 7 inch exposure 0-20 110 110
complying with DOC 1/4-in.long corrosion 2 roofing nails 40 100 100
PS 1-95 resistant roofing nail 8 inches from buff edge 60 95 95
6 inch exposure 0-60 110 110
2 roofing nails 100 75 75
7inches butt edge 200 70 70
Table 6C
lC80- 1997 Uniform Building Code
ALLOWA13LE 13ASIC WIND SPEEDS(MILES PER HOUR)FOR
HARDIE SHINGLESIDE EXTERIOR WALL FINISH
Weather Exposure and Height of Exposure Category
Sheathing Type Fastener Type Fastener Location Building(feet) B C
0-20 110 90
8 inch exposure 40 100 80
2 roofing nails 60 95 75
9 inches from butt edge 100 90 70
200 80 70
Minimum 15/32-inch Min.0.121-in. shank 0-20 110 105
thick plywood x 0.371-in. HD x 1- 7 inch exposure 40 110 95
complying with DOC 1/4-in.long corrosion 2 roofing nails 60 110 90
8 inches from butt edge 100 105 85
PS 1-95 resistant roofing nail 200 95 80
0-20 110 110
6 inch exposure 40 110 105
2 roofing nails 60 110 100
7 inches from butt edge 100 110 95
200 100 90
Notots to I'ahlos OA. (113 and GC:
1. Table values are based on an importance factor of 1.0
2. One foot=305 mm,one inch=25.4 mm,one MPH= 1.6 km/h
Report No. NER405, Pago 16 of 18
Table 7A
BOCA National Building Code11996
ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR) FOR
HARDIE SHINGLESIDE EXTERIOR WALL FINISH
Weather Exposure and Height of Exposure Category
Sheathing Type Fastener Type Fastener Location Building(feet) B C
8 inch exposure 0-15 110 75
2 siding nails 20 110 75
9 inches from butt edge 40 90 70
60--_ 85 NA
7 inch exposure 0-15 110 90
Minimum 7/16-inch Min.0.091-in.shank 2 siding nails 20 110 85
thick OSB sheathing x 0.221-in. HD x 1- 8 inches from butt edge 40 105 80
complying with DOC- 1/2-in.long corrosion 60 100 75
PS 2-95 resistant siding nail 0-15 110 100
6 inch exposure 20 110 95
2 siding nails 40 110 90
7 inches from butt edge 60 110 80
100 85 70
200 75 NA
Table 713
SBCCI-1997 Standard Building Code
ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR) FOR
HARDIE SHINGLESIDE EXTERIOR WALL FINISH
Weather Exposure and Height of Exposure.Category
Sheathing Type Fastener Type Fastener Location Building(feet) Standalrd Coastal
8 inch exposure 0-20 85 85
2 siding nails 40 75 75
9 inches from butt edge 60 70 70
0-15 100 100
Minimum 7/16-inch Min.0.091-in.shank 7 inch exposure 20 95 95
thick 0S13 sheathing x 0.221-in.HD x 1- 2 siding nails 40 85 85
complying with DOC- 1/2-in.long corrosion 8 inches from butt edge 60 80 80
PS 2-95 resistant siding nail - 0-20 110 110
6 inch exposure 40 105 105
2 siding nails 60 100 100
7 inches from butt edge 1 100 70 70
Table 7C
ICBO- 1997 Unifonn Building Code
ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR) FOR
HARDIE SHINGLESIDE EXTERIOR WALL FINISH
Weather Exposure& Height of Exposure Category
Sheathing Type Fastener Type Fastener Location Building(feet) a C
0-15 100 75
8 inch exposure 20 90 70
2 siding nails 40 85 NA
9 inches from butt edge 60 80 NA
100 70 NA
0-15 110 90
Minimum 7/16-inch Min.0.091-in. shank 7 inch exposure 20 110 85
thick OSB sheathing x 0.221-in. HD x 1- 2 siding nails 40 100 80
complying with DOC- 1/2-in.long corrosion 8 inches from butt edge 60 90 75
PS 2-95 resistant siding nail 100 85 70
200 70 NA
0-20 110 95
6 inch exposure 40 110 85
2 siding nails 60 105 80
7 inches from butt edge 100 80 NA
1 1 200 70 NA
Notom to Tahlos 7A,7n, and 7C:
I l.ibin v,jljjo-j 1%in litp;od onan impoilancii factor of 1.0
2.. ()oo jotq ; h)!) 11,111. o1jo io(j, iniji,ono Mill I z- 1.6 kni[li
Report No. NER405 Page 17 of 18
Table 8A
BOCA National Building Code/1996
ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR)FOR
HARDIE SHINGLESIDE EXTERIOR WALL FINISH
Weather Exposure and Height of Exposure Category
Sheathing Type Fastener Type Fastener Location Building(feet) B C
0-15 110 90
8 inch exposure 20 110 85
3 siding nails 40 100 75
9 inches from butt edge 60 95 70
100 75 NA
0-15 110 105
Minimum 7/16-inch Min.0.091-in.shank 7 inch exposure 20 110 100
thick OSB sheathing x 0.221-in. HD x 1- 3 siding nails 40 110 90
complying with DOC- 1/2-in.long corrosion 8 inches from butt edge 60 110 85
PS 2-95 resistant siding nail 100 90 70
200 80 NA
0-20 110 110
6 inch exposure 40 110 100
3 siding nails 60 110 90
7 inches from butt edge 100 100 80
200 85 70
Table 8B
SBCCI-1997 Standard Building Code
ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR)FOR
HARDIE SHINGLESIDE EXTERIOR WALL FINISH
Weather Exposure and Height of Exposure Categor-y
Sheathing Type Fastener Type Fastener Location Building(feet) Standard Coastal
8 inch exposure 0-15 100 100
3 siding nails 20 95 95
40 85 85
9 inches from butt edge 60 80 80
Minimum 7/16-inch Min.0.091-in.shank 7 inch exposure 0-15 110 110
thick OSB sheathing x 0.221-in.HD x 1- 3 siding nails 20 105 105
complying with DOC- 1/2-in.long corrosion 8 inches from butt edge 40 95 95
PS 2-95 resistant siding nail 60 90 90
0-15 110 110
6 inch exposure 20 110 110
3 siding nails 40 110 110
7 inches from butt edge 60 105 105
1 100 70 70
Table 8C
lCB0- 1997 Uniforin Building Code
ALLOWABLE BASIC WIND SPEEDS(MILE PER HOUR) FOR
HARDIE SHINGLESIDE EXTERIOR WALL FINISH
Weather Exposure and Height of Exposure Category
Sheathing Type Fastener Type Fastener Location Building(feet) B C
0-15 110 85
20 110 80
S inch exposure 40 100 75
3 siding nails 60 90 70
9 inches from butt edge 100 80 70
200 70 NA
0-15 110 110
Minimum 7/16-inch Min.0.091-in. shank 7 inch exposure 20 110 105
thick OSB sheathing x 0.221-in.HD x 1- 40 110 100
complying with DOC- 1/2-in. long corrosion 3 siding nails 60 110 95
PS 2-95 resistant siding nail 8 inches from butt edge 100 100 80
200 90 75
0-15 110 110
20 110 105
6 inch exposure 40 110 100
3 siding nails 60 110 95
7 inches from buft edge 100 105 90
..------200 95 1 8 5 __j
Notos to I*jblos OA, OU, and OC:
i. Table values are based on an Importance factor of 1.0
2. One foot=305 mm,one Inch=25.4 mm,one MPH= 1.6 km/h
Report No. NER-405 Page 18 of 18
Table 9A
SBCCI -1997 Standard Building Code
Allowable Fastener Spacing (in)
Hardlolank Lai) Siding fastened to ASTIVI C-90 Concrete Wall
Height of 6-1/4 and 6 inch wide 7-1/2 inch wide 8-1/4 and 8 inch wide 9-1/2 inch wide
Building Hardiplank Hardiplank Hardiplank Hardplank
(feet)
0-15 18.25 14.5 13.75 11.5
20 16.5 13.25 12.25 10.5
30 14.75 11.75 11 9.25
40 13.5 10.75 10.25 8.5
50 12.75 10.25 9.5 8
60 12.25 1 9.75 1 9 1 7.5 1
Notes to Table 9A:
1. Fasteners shall be ET&F Fastening Systems, Inc. Erico Stud nail, ET&F No.ASM-144-125,head dia. 0.30 in., shank
dia.=0.14 in.
2. Maximum basic wind speed shall be 110 mph.
3. Exposure Catagory C.
Table 9B
BOCA National Building Coda�1996
Allowable Fastener Spacing (in)
Hardiolank Lan Sidin-q fastened to ASTIVI C-90 Concrete Wall
6-1/4 and 6 inch wide 7-1/2 inch wide 8-1/4 and 8 inch wide 9-1/2 inch wide
Height of Hardiplank Hardiplank Hardiplank Hardplank
Building
jeet) Exposure Exposure Exposure Exposure Exposure Exposure Exposure Exposure
B C B C B C B C
0-15 24.0 15.0 24.0 12.0 24.0 11.25 20.25 9.5
20 24.0 13.75 23.0 11.0 21.5 10.25 18.25 8.75
40 21.0 11.25 16.75 9.0 15.75 8.5 13.25 7.25
60 17.75 10.0 14.25 8.0 13.25 7.5 11.25 6.25
100 14.0 8.75 11.25 7.0 10.5 6.5 8.75 5.5
Notes to Table 913:
1. Fasteners shall be ET&F Fastening Systems,Inc.Erico Stud nail, ET&F No.ASM-144-125,head dia.=0.30 in.,shank
dia.=0.14 in.
2. Maximum basic wind speed shall be 110 mph.
Table 9C
lCB0-1997 Uniform Building Code
Allowable Fastener Spacing (in)
Harditolank L n Siding fastened to ASTM C-90 Concrete Wall
6-1/4 and 6 inch wide 7-1/2 inch wide B-1/4 and 8 inch wide 9-1/2 inch wide
Height of Hardiplank Hardiplank Hardiplank Hardplank
Building
(feet) Exposure Exposure Exposure Exposure Exposure Exposure Exposure Exposure
B C B C B C B C
0-15 24.0 14.25 19.25 11.25 18.0 10.5 15.25 9.0
20 22.5 13.25 18.0 10.5 16.75 9.75 14.25 8.25
40 17.75 11.5 14.25 9.25 13.5 8.5 11.25 7.25
60 15.75 10.5 12.75 8.5 11.75 8.0 10.0 6.75
100 13.25 9.25 10.5 1 7.5 9.75 1 7.0 1 8.25 1 5.75 1
Notos to Tablo 9C:
1. Fasteners shall be ET&F Fastening Systems, Inc. Erico Stud nail, ET&F No.ASM-144-125,head dia.=0.30 in., shank
dia.=0.14 in.
2. Maximum basic wind speed shall be 110 mph.
105!
Szale V 20'0" 194 Prop.Ln.to House 7.5'BRL
..... .......................
\ ............................................................. ..................................
------------
26'Prop.Ln.to front of hou
56
E m
Flare
to 2Z Z0.1
U.
UO
CD
4T4
.........................
to --------------------------------------------------------------
Il a4 Prop.Ln.to House 7.6 BRL
106
Lot 9 Lewis Subdivision
Atlantic Beach,FL
Drawn by B.R.Rodgers,PhD-
March 31,1999
lr-3-i/2'
c 13'-4-11,V
co -T
cn Dl Al El
F--I
II Inj Al
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3-0-
4r-4'
Fl
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I
At4".A ATTENTION:
CONTRACTORS,CREWS,FRAMERS
DO NOT CUT OR ALTER TRUSSES.ANY QUESTIONS
OR PROBLEMS SHOULD BE DIRECTED IMMEDIATELY
TO ATLAS AT 1-800-749-1"S PRIOR TO ANY
MODIFICATION.ATLAS 15 NOT LIABLE FOR
BACKCHARGES UNLESS APPROVED BY OUR
REPRESENTATIVE BEFORE THE WORK CREATING ANY
CHARGE IS PERFORMED.
(----unKnown - El 16'8"4 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC.
801' CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
WEBS 2x4 SP #3 WIND TC DL – 5.0 PSF, WIND BC DL – 4.0 PSF.
11 SEE DWGS S1001SE & GAB98117 FOR ADDITIONAL REQUIREMENTS.
SPECIAL LOADS
------ (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
TC From 93 PLF at 0.00 to 93 PLF at 16.69
BC From 20 PLF at 0.00 to 20 PLF at 16.69
7
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
6 F--
(A) 8-4-6
W5X4i�-
W2X4(D1)
In.
U— U U GU I Ul
0-0-4
W5X4m
16-8-4 Over Continuous Support
R-112 PLF W-16-8-4 U-110 PLF
Note: All Plates Are W1 .5X4 Except As Shown.
PLT TYP. Wave TPI-95 Design Criteria: TPI (S D) 18.2e6 FL/-/l/-/E/-/- Scale =.375"/Ft .
**WARNING** TRUSSESREOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND --19477
11111C 1111� RE FER TO 111 91 (HANDLING INSTALLING AND BRACING). PUBLISHED By TPI (TRUSS PLATE TC L L 20.0 PSF REF R012
INSTITUTE. 583 0 0 N OFIO DR. U IT 1 2 0 0 DISO:;IC1 13111). FOR SAFETY PRACTICES PRIOR TO P
H jR:A E
U TC D L
PERFORMING T ESE'F HCTIOKS.'USLESS OTH is I .OJED, TOP CHORD SHALL HAVE PROPERLY ATTACKED 7.0 PSF DATE 0 7 2 0 9_8
STRUCTURAL PANELS BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— F�R N ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J, 2(Ncr.M B C D L 1 0.0 PSF DRW HCUSR012 98201025
PR ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE VIA TION FRO" THIS DESIGN: ANY FAILURE TO B C L L 0.0 PSF HC-ENG MSD/WPF
BUILD THE TRUSSES 114 CONFORMANCE WITH 191; OR FABRICATING, HANDLING. SHIPPIKG. INSTALLATION OR
BRACING OF TR USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7 TOT L D 37.0 P F SEON - 26891
SP I r
EC FI,AT 1 09 PUBLISHED BY THE AMERICAN FOREST AND PAPER )�SSOCIATION) AND TPI. ALPINE STATE OF
CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO "" .1 DUR FAC. 1.25 FROM
'. SFP
Alpine FAgineemd Pwducts,Inc. EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
L__:.Hainacit)�FL 33844 DRAWINGS 130. 150 AND 160 A-F, AN ENGINEER'$ SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 24.0
Of THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON 114 ANY OTHER WAY,
(8-6897-Duplex #1286 - E3 16'8*4 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIOUS) SUBMITTED BY TRLIS�, M�R,
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT. SBC,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC DL — 4.0 PSF.
H — RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES.
(A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN
EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
Wl .5X4111
W 2.5 X 4
6
W5X40 (A) 1 8-8-5
-Ep�-8-1-2
W2X4(Al)—= Wl .5X44/P W5X4=— W3X3=—
R-429 W-3" U-350 H—Alpine HM26
wl (4)10dxl-1/2—NAILS in Truss
w/ (6)10dxl-1/2—NAILS in Girder
11-4-0., 3-4-0---J Girder is (1)2Xl2.min. .SP
16-8-4 Over 2 Supports
R-887 W-3.5* U-420
PLT TYP. Wave TPI-95 Design Criteria : TPHS D) 18.2e6 FL/-/I/-/E/-/- Scale =.25'
**WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
8 RACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R012- - 79
NSTITUTE U 200 .1 ER P
1 583 D*ONOFIG DR. ITE . ISO% 53719) FOR SAFETY PRACTICES PRIOR TO 01..
P ERFORMI TM N m C SS E I E I W Al TOP C�ORD SHALL HAVE PROPERLY ATTACHED C TC D L 7.0 PSF 07, 2-- !98
R:AD
N ESE FUNCTIO S.'USL OTH S IC TEO D AT E
I T R
ST R uC u AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. B C D L 10.0 PSF DRW HCUSR012
—IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED JU?ft
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR B C L L 0.0 PSF HC-ENG MSDj
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN N7
7�14k- SPECIFICAT ION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP IKE �TAT E'01 F TOT LD. 37.0 PSF SEON - 269C4
CORN I CTORS ARE MAD E OF 20SA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS T
g&-red I=. EACH FACE OF TRUSS AND UNLESS OT:ERWI SE L.00ATED ONOTHIS DfSIG:j POSPITLION CONLECTORSHEED 0 DUR.FAC. 1 .25 FROM SFP
Cay DRAWINGS 130. 1 "0 16 0 A,l. A EKG IMEE S SEA' N THIS DIA NG A P I ES 0 Y TO T
F THE NU SO ENE S T UP. I A SPACING 24.0"
0 T SS DEPICTED H AND HALL NO 8 RELIED 9 N MY OTH R WAY.
.(8_6897-Duplex #1286 - E2 161814 MONO) THIS DWG PREPARED FROM COMPUTER INPUT (LOAUS & DIMENSIONS) bUbMilltu bi IKU�>Z> 1-Irn.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT. SBC.
BOT CHORD 2X4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
.WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF. WIND BC DL - 4.0 PSF.
H - RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES.
(A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN
EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
Wl .5X4111
W 2.5 X 4-,-�
6. Jr-
W5X41� (A) 8-�-5
.8-I-2
W1 .5X40 W5X4=- W3X3=-
W2X4(Al)=-
R-602 W-3* U-430 H-Alpine HM26
wl (4)10dxl-1/2-NAILS in Truss
w/ (6)10dxl-1/2-NAILS in Girder
Girder is (1)2X12 min. SP
Ll-4-1
i -1
< 16-8-4 Over 2 Supports
R-714 W-3.5* U-320
PLT TYP. Wave TPI-95 Design Criteria: TPUS 0) 18.2e6 FL/-/11-/E/-/- Scale =-.25"/Ft .
-;WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
RACING- REFER to Hr8-91 (HANDLING INSTALLI NO AND BRACING), PUBLISHED 8 Y TP I (TRUSS PLATE TC L L 20.0 PSF REF R012- -19482
T N F R, U 0 37 . F P ES P
INSTITU E, $93 D 0 0 10 D . S ITE 2 0. MADISON WI 5 19) OR SAFETY RACTICES PR OR TO TC DL
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPER ATTACH"D K 61"N 7.0 PSF 07/20/98
LY 1 2, DATE
.!T RUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR012 98201009
PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
97
1
:UILO T HE TRUSSESIM CONFORMA ITH TPI; OR FABRICATC1" "ANIL I ING.(NINSTALLATION OR B C L L 0.0 PSF HC-ENG MSD/WPF
T T S ON w , :G.Nl��PPN
RACING F - HI D:CSEIG: C FORMS ITH APPLI AG�E P OV 10 S OF DS ATIONAL DESIGN TOT.LD. 37.0 PSF SEON - 26901
A PIOLII�E 0 BY THE AM ERICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF —
S, I, . D
EC I COT.O:'S'E
CONNECT RS AR E MADE F IDGA A STM A65 3 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
UNLESS OTHERWISE CATE N THIS DESIGN, POSITION CONNECTORS PER SFP
iW Engineerw PtodUcu i= EACMFACE OF TRUSS,.AND .ORO- DUR.FAC. 1 .25 FROM
D
Alp I . 1 6 N E N GINELO'S SEALO 0 K TH IS DRAWING APPLIES ONLY TO THE DESIGN
HaitimCitY.Fl, 33944 DRAW NGS 30 SO 0 1 0 A'F. SA SPACING 24.0"
nF Twf TRU" DEPICTED HERE AND. HALL NOT BE RELIEO UPON IN-ANY OTHER WAY.
.8-6897-Duplex #1286 - F1 24'7*14 Gable) THIS DWG PREPARED FROM COMPUTER INPUI (LUAUS & UIMLNSIUNS) bUotil I I v o I
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 20.17 FT MEAN HGT. SBC,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF. WIND BC DL 4.0 PSF.
SPECIAL LOADS
------ (LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-I.25)
TC From 93 PLF at 0.00 to 93 PLF at 27.78
BC From 24 PLF at 0.00 to 20 PLF at 24.66
BC From 4 PLF at 24.66 to 4 PLF at 27.78
SEE DWGS S10030E & GAB98117 FOR ADDITIONAL REQUIREMENTS.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
M4�
6
6
W 5 X 4
W2X4(D 1)
0-6-4 :;�Ev 9 +17-7-0
W5X4m W2X4(Al) 0-6-0 +16-1-9
SUPPORT REQUIRED
0-3-8 AT END OF OVERHANG
L-3-3-6 TT
12-8-2 11-11-12
27-11-4 Over 2 Supports
R-120 PLF W=24-7-14 U-110 PLF R-133 W=3.5' U-830
Note: All Plates Are W1 .5X4 Except As Shown.
PLT TYP. Wave TPI-95 Design Criteria: TPI (S D) 18.2e6 FL/-/I/-/E/-/- Scale =.25*
*;WARNING" TRUSSES REOUIRE EXTREME CARE 1N FABR ICATION. HANDLING, SHIPPING. INSTALLING AND
,:A1.1'1G. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R012- - - '�-'84
ST TE, 583 D'ONOFIO DR.. SU ITE 20 jII:ADI ,FOR,SAFETY PRACTICES PRIOR TO
U 1 0 S UNLE SS OTO I SE'O C RO ATTACHED TC DL 7 .0 PSF DATE 07/2 98
E F NC I N I:;I'1ATED."T0'P") HALL HAVE PROPERLY .. ... ,I&
PERFORU I NG THES ..
ST R CTURAL PANELS BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.
11
—IMPORTANT— F�R M IS" A COPY OF TH IS DES I GN TO TH E I NSTALLATION CONTRACTOR. ALPINE ENGINEERED JU ft.'M BC DL 10.0 PSF DRW HCUSR012 9 0
PRODUCTS. INC. SHALL NOT a E RE SP 0 N S III LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC L L 0.0 PSF HC-ENG MSD/-:-
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR
26 -
BRAC�NGCOFITRUSSES. TONY1 S DESIGN CONFORMS WITHMAPPLPICABLESPROVISIO NS OF NOS (NAT I ONAL DESIGN TOT LD. 37.0 PSF S 91 -
SP EC F I AT ON PUBLISHED TH E AM Eft IC I F ORE ST A D 1A IR AS OCIATION) AND TPI. ALPINE STATE OF EQN
0 ... C
CONNECT PIS ARE MADE OF 20GA ASIM A653 I 1AL1. STEEL. XCEPT AS NOTED. APPLY CONNECTORS To
DUR.FAC. 1.25 FROM SFP
Alpine Enginceired Pm&CtS,IM. IACWHIFACEIOF TRUSS NO UNLESS OT:ERWISE LJOCATED ONOTHISIDISRI.Ili.POIITLII ),MM11TORSPE R ........
1 16 EN t EAL AN I:'I�
Hailic-3 City,FL 33944 BRA 30. ;H D, A*F. A IINEE Is S N TH S 0 G APP CHL Y TO T f DESIGN
U S PI 0 - NOT SPACING 24.0"
OF TM:GSR S DESOCTE .HERE AND HALL BE RELIED UPON IN ANY OTHER WAY.
#1286 - F2 24'7'14 Mono)_ THIS OWG PREPARED FROM COMPUTER INPUT (LOAUS & U I ME NS I UNS) bUbM I I I tU b I I Kuz>"� r1rK.
TOP CHORD 2x4 SP #2 N :T3 2x8 SP #1 Dense: 100 MPH WIND. 20.53 FT MEAN HGT, SBC,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF.
WEBS 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC DL — 4.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SPECIAL LOADS
------ (LUMBER OUR.FAC.—I.25 PLATE OUR.FAC.-1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
TC - From 54 PLF at -1.46 to 54 PLF at 27.65
BC - From 4 PLF at -1.46 to 4 PLF at 0.00 (A)(1) 2x8xO7-06-06 SP #1 Dense SCAB AT RIGHT END.
BC - From 20 PLF at 0.00 to 20 PLF at 24.66 ATTACH SCAB TO FACE OF CHORD WITH:
16d—box—nails @ 8" CC, PLUS ADDITIONAL NAIL CLUSTERS AT:
BRG. : (5) , HEEL* (11) , 1st T.C. PANEL* (7) .
W4X4�
W2.5X4�0 W2AX4,1-
W8X 8---�
6 r—
--1 6
W2 X 1 Olr
T3 -
(A)
+17-7-0
�5X 4 W3X7—= W2.5X4=— W5X4�
W3X5 (Al)=— W 7 X 6(A 2) 0-6-6 +16-3-1
Lj-4-0 L-2-11-14-J
12-8-2 J— 11-11-12
27-7-12 Over 2 Supports
R-1108 W-3.5" U-640 R=959 W-3.5* U-540
PLT TYP. Wave TPI -95 Design Criteria: TPUS Q) 18.2e6 FL/-/I/-/E/-/- Scale =.25" /---- .
-*WARNING** TRUSSES REaUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRACING' REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 PSF REF R01 2- - 19 48 7
INSTITUTE. 63 0 N I SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO eR P
5 '0 of 0 ON.. TC DL 7.0 PSF DATE 07/2'J/98
PERFORMI G THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
'IT RUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ju?2w ns3 BC DL 10.0 PSF DRW HCUSR012982.:1411
PRODUCTS. IRNC. SHALL NOT BE RESP ONSI:LE'FORORANY DEV IATIONHFROMITHISSDESIGN; ANY FAILURE TO BC LL 0.0 PSF HC�ENG MSD/W:;-:
-;4k- BUILD THE I USSE I N CONFORMANCE WIT 1 1; F AORICATING. A N OL MG. M IPPING, INSTALLATION OR
' ACING OF TRUSSES- Ill.S ..FOR-S It.I H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT PSF SEON
S'PEC IF I C AT 1 0 N PUBLISHED B Y TH'E'A'GERCIC A N F ORE'T AN D PA P ER AS S OC IATION) AND TPI. ALPINE L D 37.0 26930
CO MR EC To RS ARE MADE OF ZOGA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ....STATE OF
SS AND U S F P
TRU ftot...' DUR.FAC. 1 .25 FROM
Alpine Engineered Products Inc EACH FACE OF NLESS OTHER:,ISE LO�ATE D THIS DES11 POSPITIO" 11:.ICTOR' t
Haina City.FL 33844 DRA%1"GS 130. 0 �'D I 6C A-F. AN .INEER S SEAOLN 0 N THIS DR A:; G A PLI IS 0 L Y TO THE'DESIGA
OF E TRUSS DEPICTED HERE AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. SPACING 24
2b: 0
NOTE. THIS TRUSS TO BE USED ONLY WITH ALPINEDAW. GE-004 DESIGNED TO RESISTHORIZONTAL
AND OTHER ALPINE DESIGNS REFERING TO THIS ORW. FORCES(BY OnWIL-,) ROOF DIAPHARGM
HORIZONTAL BRACING TO BE REPEATED 6'O.0 VERTICALLY.
ANME BRACE @ 4TO.0 MUST BE APPLIED FROM HORIZONTAL -ANGLE BRACE
2X4 SP #2
BRACING TO ROOF OR/AND CEILING DIAPHRAGM AS SHOWN AT 48" O.C.
HORIZONTAL
THIS BRACING IS ALSO APPLICABLE TO PIGGYBACK. BRACES
610* D.C.
FOi TRUSS MORT 12'AND J.,ESS,USE,ONE HORMONTAL BRACE (4) IOD NAILS
NOT TO SCAM AT EACH END.
AT CENvfEPJlM AS SHOWN IN SECTION A.A,.
L CE
CEILING DIAPHRAGM
DESIGNED 710 RESIST HOR=N"TA.L
FORCES(BY OTEMLS)
ANGLE BRACE VERTICA I LS AT 24" O.C.
AT 48" D.C. .
MAXIMUM.
7 HORIZONTAL BRACE
&V O.0 MAX A 6*0" D.C. MAX. (1) 10D NAIL AT 6"
TO 12 2X4- SP #3
VERTICA
MAXIMUM LS
K
HO I
hA 6.0
690" (2) 10D NAILS
L
A
MAX. A IN EACH VERTICAL.
u
SEC A-A
OVER CONTINUOUS SUPPORT.
VARIES
-2
HORIZONTAL GABLE BRACE OETAIL Z v C. -A['L I*"&
ALPINE T 195 QESTQN CATT TPI Rev Rev 16 Seq: 55
LT. TYP, Fl- SCALE -1'. 1 E75
"c- WARN I N9,r-w.2lflcl-QufK'MAENE CAM TC LL 20.0 PSF REF R012-6G7c-S
c= C= C= = C=) X*IMPORTANT* ANY IFIECTION AND
TC OL D TE
C= C= DEVIATION FIROM?NlS DESIGN OR THESC SPECIFICATION& OR ART 5PACINS. SEE H111-91 11T TFE. UC THIS DESIGH 7.0 PSF A 03/30/98
C= C= IrAMUM tO SIUMS TW TOM IN CWWOUNCE WITH TPI. FOR ADDITIONAL SPECIAL POWANENT 0AACIN0 ME
C= C=3
"INE C*,PCCToR%AM*AM or Re"aftV. STECL,PWINIS ASTM QUInEMENTS. tPOLESS OTHERWISE ImotCATm Too -ri BC OL 1-0.0 PSF DAW K08998002
C= MW OUT 9XCVn AS 00190. APPLT CONNECTOnS"EACH VACA Or CHORD SMALL K CATIRALLY DAACCO WITH PRMA
LPINE c= tft=AM tMASS*?MMIS4 LOCAMIS Off THIS WSICK 0`062TION LT ATTACHED PLYWWO SHEATHIN& 901TO"= SC LL 0 .0 PSF '-Ef4G
CW49CTCM PEA DRAWIM" $34. 150 0 9110A-F.DESIGN SIA"0005 WITH Pr4PEFLY ATTACHED 111010 CEILING TOT.LD. 37.0 PSF
Cowan"x/APPLICAfts Pfwtsloms of ms 9 1ps AN t%0INtVft'6 ALPINE TECHNICAL t"All t7fl/111 FOn Pftn0l
TRUSS SISAL a"VMS$0Wl"ll APPLICIS 10"it COMFKWN;WFItittl 64tIll OMTWALL APPLICATto". rumlSll A COPY or PISS '17 OUR.FAr,. 1.25
APO SMALL Nior a"Mica wam IN my al"m VAT. Destam To fle MOSS VICC110"COMMACTM. 5
C= C= C= C= C=- TAM PLATE IMSTI TUtF_ 005.�1091#"?TONAL OESICA SPECIPICATION FOR WOW CO"IFXJCTZCW SPACtNg 24.0'
. .. .. M&
Clable sad O*t&Lls WIT11 OUTLOMAS Wave Lhe some 2":0-0 os�. for SLatito 'Clutlookev
lumber and plate -rj�quj_rements -as -Cable ends VU 0 o'-C- fOl' ty""O 0UtlQ01Ktr2
1141THOUT OUTLOOKERS eXcQPt as detall6d.
Both likel plate*
Sheathing 0111:100ker to match common
truss.
ite I r 1x3 �%.
2A 11or12 So.Pine, Fir-Latch or m-ri (ty7p —cal)
Z
—Y.Q
-0 m%
r
nn
Ix 31
P cal)
2-8-0 -0-0 to 6-0-0
47 ps
55 .psf 2-7-0 Dimension "A" W
'ho ba a-t leant CABU.' CND 110EL MUM WITH OUTLOOKERS
Dimension "B" sion
80% of 01men.
CABLE EN DA"'..-I now) LOADING
Nallers between SS 47
trusses Double Tr' do when TC LL 30 psf 30 psf
n1m. "A" In ovor 2ftO-O , TC DL IS psf 7 Psf
Lath or Furring-* / SC OL 10.p3f 10 psf
Strips TOT M' f
Sheathin Outlooker DUn:rACT', 33sf 1. 3
Cable 'End
I I or 12 So.pine, Fir-wrch or 11em-rir 2x4 e 16* o.c. or 24"o.c.
Oouble Truac
47 psf - 4-2-0 2-0-0 to 6-0-0 when Dim."A"
55 PSI - i 4 nimanslon 6'A" (to, 1v ovor 2-0-0 =L4
1x) or lx4 Q2—eo.c. ,
�x
U-Uansion "a be '6t least 00% of cont�nuous running in soma
DIntension "v Hailir directJon as truss
d
CABLE RM) lbottom chords.
.14ailar hatwee 1--La6l or I'ath or furring str1ps
trusses furring stripu A1,11ANATC' MUNG FRAMPIC
4 %U co
F.D. Cox 2as
egSTRNMR09 POW(WO BM01,FLORM
U13 CTJ
cz C-1 =1 I
% %RLPI EM vl� OUTL.00KERS
a% C-11 CA
M %%a
cu
c �T.
-1 t-1 TRUSS c'j AL08/8 11/10/78
F1111MIN11 A COPY OF 1111S 771 U111-3VION (.4114TItA Milt
3b: 0 a
NOTE. THIS TRUSS TO BE USED ONLY WITH ALPINEDAW. GE-004 DESIGNED To RESIST HoRtzoNTAL
AND OTHER ALPINE DESIGNS REFERING TO THIS DPW. FORCES(By OTHERS) ROOF DIAPHARGM
HORIZONTAL BRACING TO BE REPEATED 6'O.0 VERTICALLY.
ANGLE BRACE @ 4'O.0 MUST BE APPLIED FROM HORIZONTAL -ANGLE BRACE
BRACING TO ROOF ORIAND CEILING DIAPHRAGM AS SHOWN. 2X4 Sp 02
AT 4B- O.C.
HORIZONTAL
THIS BRACING ISALSO APPLICABLE TO PIGGYBACK. BRACES
6'0" O.C,
FOk TRUSS HEIGHT IT AND LESS,USE ONE HORIZONTAL BRACE (4) 100 NAILS
NOT TO SCALE AT EACH END.
AT CENTERLINE AS SHOWN IN SECTION A-A..
CEILING DIAPHRAGM
DESIGNED TO RESIST HORIZONTAL
FORCES(BY OTHERS)
ANGLE BRACE VERTICALS AT 24" O.C.
AT 48" O.C. MAXIMUM.
7 1
COW O.C'MAX A HORIZONTAL BRACE
6'0" O.C. MAX. (1) 100 NAIL AT 6" O .C .
12
TO 12 2X4 SP #3
6#00 (2) 100 NAILS
MAX. A IN EACH VERTICAL .
SEC A-A
OVER CONTINUOUS SUPPORT.
VARIES
HORIZONTAL GABLE BRACE OETAIL
Se 5531
FL 12 Rev Rev 15 ":E - 0. 1 m7f
LT, TYP-- ALPINET 195 DESIGN CRIT TP7 SCAL
FWSE MQUIM EXTREME GAFW- PSF REF R012--697=5
=3 C-71 C= C=3 C=3 XXIMPORTANT)o(ALPINECHGINCEAEO, PAOfXJCTS- "c- WARNINUIN HA:;tNG. EAECTION AND FlAf TC LL 20 .0
FDA ANY
SMALL MOT K FIESPONSIOLE 7.0 PSF 0 03/30/98
DEVIATION ANON TMS DESIGN OA THESE SPEClFICA?IORS, -91 By TPI. SEE THIS DESIGN
LT
ITICAL .f
OA ANY 9111ACING. SEE"To
::3 C= C" FAILM TO BUILD THE TAUSS IN CONFOWANCE WIT14 TPI. FOn ADDITIONAL SPECIAL PEANAMENT 9AACINO PC 9 TC OL ATE
OUITIEMENTS. LKESS OTHERWISt INDICATE 7
C= r-'l ALPINE Come ORW HCO8998or2
clom ARE MADE OF MA DALY. STEEL MEETING ASYN 0. OP BC OL 10 .0 PSF
r—1 C=3 A653 OR37 EXCEPT AS NOTED. APPLY CONNECTOnS 10 EACH IrACt Of Clem SMALL BE LATIMALLY DAACED WIT"PROPEA I&TV
C= IMM AND UNLESS OTKMtSt LOCATED ON THIS DESIGN. POSITION LY ATYACMED PLYWOOD SHEATHimm 9OTTN BC LL 0 .0 PSF --El4G
LPINE CONNECTORS PER DRAWINGS 130. 150 9 ISOA-P. DESIGN S?AMOAnDS WITH FLY ATTACHED RIGID CEILING TOT.LD. 37.0 PSF
COWOM W/AMICAftl PROVtsIONS Or PODS a TPI. AN ENGINEER'$ ALPINE YCO"ICAL WDATE (?/$/III Fon PhOPER
;=n -AR .
T USS C= SEAL ON THIS OMWING APM fS 10 fliE COWVPRNI DEPICIED Knit APPLICATto". rvmlSM A COPY OF 11412 DUR.FA�-- 1.25 -
IN O%tV. AND SMALL MOT"PELTED tVOM IN ART 011"WAY. =L.L.111C Tf%f5S CIIECTION CONTnACTM. ftt
C= CM C= C=3 =
I N—IPI .lAUSS PLATE I"SfjTUlF_ NOS - 192t NATIONAL DESIGN SMCIFICATION FDA WOOD CONStFAXTION SPACfNG 24.0*
. . ........... ...... .... ... ........ . ...... --"V-
Cable Snd i)etaLls WITH OUTLO Wave the sat7e 210-0 O.C. for
lumber and plate r;-quiraments as -Cable Ends 4*0 0 o.c. fol- 1)0%lble
1fjITjj0UT OUTLOOKL.-RS except as detan4d.
#. 3XG
Sheathinq Out looker Both 11kel platea
to match comnon
russ.
I lx3
x3j
P cal)
W 11or12 So.Pine, Fir-Laech or Hem- (ty7p -cal)
n
47 psf 2-8-0 2-0-0 to 6-0.0 0.
Uon
SS p f 2-7-0 01men' A"
'#Ato bo a-t leact GABLI-'.' END HEEL MAIL WITH OUTLOOKERS
Dimension "B" 801 of 01meniion
CABLE END LOADING
47
Hallers between
trusses Double T do when TC LL 30 psf 30 psf
J)Im. "A' Io over 2-0-0 . TC DL 1S psf 7 psf
Loth or Fu ring SC DL 10_psf 10 psf
Strips TOT.
Sheathing Outlooker ou n.rAcT. 33sf 41'. 3 3s f
Cable End
Pine, Fir-Larch or flem-rir 2x4 e 16* o'.c. or 24"o.c.
R:2x6 11 or 12 So
Double Truca
2-0-0 to 6-0-0 when Ubn."A"
47 psf - 4-2-0
55 ps.1 Z Writension 'A" t0j.- Lo over 2-0-0 1lx) or 1x4 Q 111.111,24*o.c-!�
U-1 ansion "B" be 'it 100st 00% Of Cont�nuouc running In some
p1mension "B"
Hailer directJon as truss
CABLE RONU" bottom chords.
.14aLlor hotween Ll,a6i or -1-a th or furring str1ps
��i(-)i.
trusses furring stripu AlAUNATC, CCILING FRA141HO
4
4 A rt== M cz Cz
cm C3 4:3 In. F.D. GDX 222S
tZONDARD6 CT) = IRMO 23091
OUTL.00KERS
=RLP I E rr-J, =1 -
ALOG/B 11/10/78
'IT-4-ile IT-3-10
c U)
r— DI Al El
x
17
SL
TO'
4T-4"
Fl
I
ATTENTION:
S CONTRACTORS,CREWS,FRAMERS
((R' DO NOT CUT OR ALTER TRUSSE&ANY QUESTIONS
Zpp OR PROBLEMS SHOULD BE DIRECTED IMMEDIATELY
TO ATLAS AT 1400-749-1"5 PRIOR TO ANY
MODIFICATION.ATLAS Is NOT LIABLE FOR
BACKCHARGES UNLESS APPROVED BY OUR
REPRESENTATIVE BEFORE THE WORK CREATING ANY
CHARGE IS PERFORMED.
�---�96-:,-jplex #1286 - Al 17'2' Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-'OR-- 4x2 sp #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
-"OR', 4x2 SP #2 N
4EBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
'!,L L-;ADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
- - - - - - (LiluBER DUR.FAC.=1 .00 PLATE DUR.FAC.-1 .00) THE ARCHITECT or ENGINEER OF RECORD SHALL EVALUATE AND APPROVE
:ror 323 PLF at 0.12 to 323 PLF at 17.04 LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS*.) TRUSS
�ro- 10 PLF at 0.00 to 10 PLF at 17.17 ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS.
�8-d
22.5" Typ
i-
W3X3—= W=W2.5X4—=
W3X3=—
WlX3(R)=— W2X4111 W2X4111 W2X4111 W2X4111 W2X4111 W2X4111 W1 .5X4111 WlX3 (R)=—
'T T
4-0 1-4-0
+8-1-2
W2X4111 W3X3=— W=W2.5X4=— W3X3=— W2X4111
< 17-2-0 Over Continuous Support
R-328 PLF W-17-2-0
Note: All Plates Are W1X3 Except As Shown.
PLT TYP. Wave TPI -95 Design Criteria : TPI (S D) 18.2 e.6-- FL/3/1/-/E/-/- Scale =.375"/Ft.
**WAR N ING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 PSF REF R012- -19472
B RACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE JER P
INSTITUTE. 583 D'ONOFIO DR., SUITE 200. MADISON. W] 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 07/20/98
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N BC DL 5 .0 PSF DRW HCUSR012 98201012
*;IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J�l 24
RODUCTS. INC. SHALL NOT BE RESPONSIBL f FOR AN Y DE VIATION FROM THIS DESIG:;. AN Y FAILURE TO 0;
T S IN MAN H F G M I S I BC LL 0.0 PSF HC-ENG MSD/WPF
BUILD THE RUS ES CON FOR CE W IT TPI; OR ABRICATIk A11L 1%�,"CF%UG (,INSTALLITION OR
B RACI N G 0 F TRU S SES. THIS DESIGN CONF ORMS WITH APPLI C A 8�, PRO .,I S A T 1.NAL ESIGN
N PUBLISHE T AMERICA FOREST A PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D 55 .0 PSF SEON 26908
Ok SPECIFICATIO NO STATE OF ,'
OG HE :R V T E E P Y ME DUR.FAC. 1 .00 FROM SFIP
CO N N I CTORS A RE M A D E 0 F 028YA ASTM A653 37 GAL . S EEL. XCEPT AS NOT 0. AP L CON CTORS TO
Alpine Engin rodUCtS I EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
HaMeS 33844' nc. ORkWINGS 130. 1�,O AND 1150 A F. AN E%Gl%tER'S SEAL ON THIS DRAWING APPLIES O%Ll To THE DESIGN
OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. SPACING
36-:��,lex #1286 A.2 17'2" Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-)RD 4x2 SP #2 N + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2.
--DRD 4x2 SP #2 N
-EBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
: 7-CIA- CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF
ANCHORAGE TO BE DESIGNED AND FURNISHED BY OTHERS.
7-7-0 + 24" + 7-7-0
15" Typ.
i -
W4X4—= W=W2.5X4=— W3X3=— W3X3=— 143U�_ W3X4=— W4X4=—
mlX3(R)=— W3X4—= W3X3=— WIX3(R)=—
: -4-0 1-4-0
\Vl�x � I I � . +8-1-2
W4 X 5 W3X4=— W3X3—= W 1 X 3 111 W 1 X 3 111 W3X3= 143X4� W4X5= t
W 2 X 4 111 W=W2.5X4—= W 2 X 4 111
17-2-0 Over 2 Supports =;.I
R-936 W=3.5" R-927 W=2"
PL_ TYP. Wave TPI -95 Design Criteria: TPI (S D) 18.2e6 FL/3/1/-/E/-/- Scale =.375"/Ft.
'WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABR"CATION. HANDLING. SHIPPING, INSTALLING AND T C L L 40.0 PSF REF R012- -19473
BRACING. REFER TO HIE! 91 (HANDLING INSTALLING AN. BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 10.0 PSF DATE 07/20/98
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING,
';IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED u I BC DL 5 .0 PSF DRW HCUSR012 98201013
RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC L L 0.0 PSF HC-ENG MSD/WPF
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLATION OR
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN
'40k SPECIFICATION PU THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT L D 55 .0 PSF SEON - 26875
E I RE BLISHED By AS 7 H A 6 53 G R 37 GAL V. S E EL, E XCEPT AS M 0 T E D. AP P L Y CON N ICTORS TO
CORN C ORS A MADE OF ZOGA T n FROM
Alpine Engineered Products,Inc. EACH,FACEJOF TRUSS.NANDBUNLESS OT,11R ISE LDCATEDAONOTHIS OESRIGN POSITt]DENSCONNNECITORSHPER OUR FAC. 1 .00 SFP
14ames City,FL 33944 DRAW NGS 30 1 50 A D 1 0 A-F. A ':GINE(R'S SE L N THIS D AWi N G APP 1 0 L Y 0 T E DESIGN
OF T HE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. SPACING 24.0"
�.96-Du2lex #1286 -. A3 10'2" Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-ORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
-�ORD 4x2 SP #2 N
M�EBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
- - �CIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF
::_,RING. ANCHORAGE TO BE DESIGNED AND FURNISHED BY OTHERS.
4-1-0 + 24" 4-1-0
15" Typ.
i- -
W2.5X4� W2. 5X4=—
WlX3(R)— WM� WIX3111 WlX3111 W3X3�_ WlX3(R)=-
4-0 1-4-0
B-1-2
W3X4=— W3X3=— W3X3—= W3X4_ ++
W2X4111 W2X411f
10-2-0 Over 2 Supports
R-551 W-3.5* R=542 W=2"
PL_ TYP. Wave TPI-95 Design Criteria: TPHS D) 18.2e6 FL/3/1/-/E/-/- Scale =.375"/Ft.
WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING, REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ER Pp, TC LL 40.0 PSF REF R012- -19474
INSTITUTE. 583 D'ON OFIO DR., SUITE 200, MADISON, W1 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 07/20/98
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F DRW HCUSR012 98201014
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ul
C. SHALL 0 P BC DL 5.0 PS
RODUCTS A NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO I I
ILD TH� 'TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR BC LL 0.0 PSF HC-ENG MSD/WPF
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF TOT.L D 55.0 PSF SEON - 26878
SPECIFICATION PUBLISHED BY T AMERICA FOREST A PAPER ASSOCIATION) AND TPI. ALPINE
"M I T RE E F 0 A HE 65 M V NO E E 0 E P Y NNE
CO N C ORS A MAE) 0 2 G ASTM A 3 GR37 GAL . ST EL, XCEPT AS N T D. AP L CC CTORS TO
Alpine Engineered Products,Inc. EACHIT ACE JOF TRUSS.MAND NLESS OTHERWJS f LOCATED ON THTISIDESRIGN.NPOSPITLION CONNECTORS.PER 1 .00 FROM SFP
DRAW NGS 30 150 A D I EN E 0 W CS AL
imes City,FL 33844 60 A F. AN GINE R'S SEAL N H S D A I G A P 1 0 Y TO T E CESIGN
I OF THE TRUSS DEPICTED HERE AMD SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ISPACING 24.07--1
-_-896-Duplex #1286...- Cl Mono Hip Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-HORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
-HORD 2x4 SP SS
WEES 2x4 SP #3 THE ARCHITECT or ENGINEER OF RECORD SHALL EVALUATE AND APPROVE
LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS
ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS.
S -AL LOADS
- - - - - - (LUMBER DUR.FAC.=1 .00 PLATE DUR.FAC.-1.00)
From 54 PLF at -1.46 to 54 PLF at 3.00
From 100 PLF at 3.00 to 100 PLF at 13.65
From 10 PLF at 0.00 to 10 PLF at 13.65
220 LB Conc. Load at 3.00
1024 LB Conc. Load at 3.29
M1210� W2.5X4(R) lll
6 F-- W2.5X4=— Wl .5X4111 W3X5=— W4XlO—=
P P;q P T
1-4-0
W3X6=— W2.5X4=— W3XlO=— W4XlO=— r
W3X8( I)=— W1 .5X4111
1024#
L--1-4-O.J
L— 3-0-0 —1— 10-7-12
13-7-12 Over 2 Supports
R=1692 W=3.5" R=991 W-3.5"
PLT TYP. Wave TPI-95 Design Criteria : TPI (S D) 18.2e, 6 FL/3/1/-/E/-/- Scale =.375"/Ft.
TRUSSES REQUIRE EXTREME CARE IN FABR CATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REF ER TO HIO-91 (HANDLING INSTALLING AN101 BRACING), PUBLISHED BY TPI (TRUSS PLATE JeR P TC LL 40.0 PSF REF R012- -19475
INSTITUTE, 503 D'ONOFIO DR.. SUITE 200 MADISON I 13111)�CICRSIIIITI PRACTICES PRIOR TO DATE 07/20/98
RFORMING THE E FUNC I MS. NIL SS OTH TC DL 10.0 PSF
P, S T D U E �RWISE IN�ICATID. TOP C RD HALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
-;RORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED U 1 BC DL 5 .0 PSF DRW HCUSR012 98201015
(M)PUCTS. INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO *.' � 1 11 0 �
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR BC LL 0.0 PSF HC-ENG MSD/WPF
BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLI TH AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE STATE OF 26882
,V� TOT.LD. 55 .0 PSF SEON
C N I T RE E SHED By A E 65 8 V D E E E P Y ME
I C IRS A A 3 G 37 GAL S EL. XCEPT
0 H A , 0 RMAD. OF 20G ASTM - T AS NOT D- AP L CON CTO:S TO ...... DUR .FAC 1 .00 ROM SFP
No U f I E LO N S I M PO I N EC S
"'JPine �'l. TKIHIDES�GW 11, 10"CO�L
,!ngin roducts,Inc. C T ... A H L " 0 T H ER W S CATE D D 0 " N 1, TOl'HPlR
nes 33944 R N S 0 �50 A H D 160 A,-F. IN ENGINEE 'S SEAL N 7 S D A iNG A 1 0 TO E D SIGN
,OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. SPACING 24.O_
-�96--_�Rlex #1286 - D1 Mono Hip Floor Truss Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
-�OP: 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
�OR_ 2x4 SP SS
WEEE 2x4 SP #3
-AL !-:ADS
- - (L--3ER DUR.FAC.-I.00 / PLATE DUR.FAC.-l.00)
rC7 54 PLF a'r -1.46 to 54 PLF at 3.00
FrC7 323 PLF at 3.00 to 323 PLF at 13.35
F r c.- 10 PLF at 0.00 to 10 PLF at 13.35
W 3 X 6
6 F_
A Q fl P P Q 0 n T
I lul lul iul lul 11 1-4-0
UP Q P Q Q
U U U U u u u +8-1-2
W2X4(Al W2.5X4=—
L--1-4-OJ
3-0-0 -j— 10-4-4
13-4-4 Over Continuous Support
R-278 PLF W=13-4-4
� �Le: All Plates Are W1.5X4 Except As Shown.
7
TYP. Wave TPI -95 Design Criteria : TPI (S D) 18.2e6 FL/3/1/-/E/-/-...- Scale =.375"/Ft._
FCTRU S SES REQUIRE EXTREME CARE IN'FABRICATION, HANDLING, SHIPPING, INSTALLI%l AND
RACIN . RE R TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 03 P T C L L 4 0.0 P S F R E F R 0 12 19 4 7 6
NSTITUTE 583 D'OHOFIO DR.. SUITE 200 TC DL 10.0 PSF DATE 07/20/98
P E RFORMIN� THE S E F U NCTI 0 MS. U NLESS OTH�RMWAIDSIESOI"ND'IWCIATEI),53T70IP9)CHOFRODRSHS)A"LELTYHAPVREACPIRIOCPEERSLPYRIADTRTAICOHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
Sul BC DL 5 .0 PSF DRW HCUSR012 96201016
ANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
DDuCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DIVIATID14 FROM THIS DESIGN: ANY FAILURE 10
BUILD THE T RUS S ES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLATION OR BC LL 0.0 PSF HC-ENG MSD/WPF
BRAC�NGCOF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
S P EC F1 ATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT.LD. 55.0 PSF SEON - 26888
I
CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
Alpin e En oducts Inc EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ...... . DUR.FAC. 1 .00 FROM SFP
RainO�iFJP!3844 ORAWINGSRU13O.D'11OCA1 0 160 A F. All ENGINEER'SESEAL ONDT"�S DRAWITG(APP1y1ES ONLY 10 THE DESIGN
P , L T I ? S P A C I N G
SS _I T D HERE AND SHAL NO BE R LIED U M NANY 0 H R WA
(8-6896-Duplex #1286 - Al 17'2' Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT LLOABS L 01MENSIGNS.) SUSHITTEO 91 TV,IS MFR.
TOP CHORD 4�2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUTREMENTS.
BOT CHORD 4x2 SP #2 N
WEBS 4�2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SH"WN WITH TOP CHORD UP.
SPECIAL LOADS
----—(LUMBER DURJAC-1.00 PLATE DURJAC.-1.00) THE ARCHITECT or ENGINEER OF RECORD SHALL EVALUATE AND APPRO)E
TC From 323 PtF at 0.12 to 323 PLF at 17.04 LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS'.) TPUSS
BC From 10 PLF at 0.00 to 10 PLF at 17.17 ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCA-10'41.
�8-j
22.5" Typ.
WM� W=W2.5X4- W3U�
WIU(R)� W2X4HI W2X4m W2X4n1 W2X4111 W2X4111 W2X410 W1.5X4111 WIX3(R)--
T T
1 4-0 1-4-0
W2X41H W30a; W—W2.5X4- W3X3- W2X4M
17-2-a Over Continuous Support
R-328 PILE W-17-2-0
Note: All Plates Are WIX3 Except As Shown.
PLT. TYP. Wave TPI-95 Design Criteria: T.Pl(S D) 18.2e6 FL/3/1/-/E/-/- Sca' jFt
11. I—S-T1 ER P. T C L 1- 40.0 P SF REF 19472
......�.:, 98
I IC TC DL 10.0 PSF DATE '20L__
-;!1—Ail— � -1.1 1-t-1.I� -T-- —1.1 1 24 NQ BC DL 5.0 PSF DRW 1�201012
11 IG."*:1 4,
—......... PSF HC-E',-,
BC LL 0.0
Co__ C1 A...���I
tl T-111 I ... STATE OF TOT.LD. 55.0 PSF SEON 8
II�I...1 41 1 I'll;I.I Z�I�11 I,I I'III: A
......... OUR.FAC 1.00 FROM
�E Pd.cf,,I., s
T1,U11_11 011-1�
M�MTV —1--1 I�T.1—1
IT,33844 ...... s._ _H.I_ o-1 SPACING
'(8-6896-DuDlex #1286 - A2 17'2" Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR
WEBS 4x2 SP #1 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 7
TOP CHORD 4x2 SP #2 N 2Y6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2.
BOT CHORD 4Y2 SP #2 N
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF
BEARING. ANCHORAGE TO BE DESIGNED AND FURNISHED BY OTHERS.
�-7-7-0 —24- 7-7-0
15* Typ.
W4X4- W=W2.5X4aO W-lX4mO
WIX3(R)=- W3Y4- w3U� 1430� W3X3m W3X3m W3X4- WIX3(R)m
T T
1 4-0 1-4-0
W4X5� W3X4-= W3X3-- WIX3111 WIX311i W3X3m W3X4m W4X5�
W2X4M W=W2 5 X4- W2X4111
17-2-0 Over 2 Support5
R-936 W-3.5' R-^�7 W-2"
PLT TYP. Wave TPI-95 Design Criteria: TPHS 0) 18.2e6 FL/3/11-/E/-/- Scal�
...... ..... ......I. TC LL 40.0 PSF REF -19473
T D L 10.0 PSF DATE 120/98
T%, C
�L—1 I GI 1 11 r, B C D L 5.0 PSF DRW 92201013
T:� 10 1 1 1.
BC LL 0.0 PSF HC-E,.-
..........� �I —
F 7 5
STATE OF TOT.LD. 55.0 PSF SEQN
-1�l 1— 011 11 G- IT111,1-17 rn:-- DUR.FAC 1.00 FROM
Alpi-E"g,-,,d -d-,,.1-
HO_Cg, p SPACING 24.0-
Fl, 'I., —TED—1 11D S—L 11,Of RFIFED.101 11 DT—
'(8_6896-Duplex #1286 - A3 10'2* Floor Truss) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 46 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR AODITIONAL BRACING REGUIREMENTS.
BOT CHORD 4�2 SP #2 N
WEBS 4�2 SP #1 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD,
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF
BEARING. ANCHORAGE TO BE DESIGNED AND FURNISHED BY OTHERS.
4-1-0
IS" Typ.
W2.5X4- W3X3- WIX31H WIX3111 W3X3m W2.5)(4�
WIX3(R)=— WIX3(R)--
T T
1 4-0 1-4-0
���W'nm W3X3� W3X4--
V�W3X4m
W2X4111 W2X419
10-2-0 Over 2 Supports
R—SSI W-3.S" R-542 W-2*
PLT TYP. Wave TPI-95 Design Criteria: TPHS D 18 2 6 FL/3111-/El-l- Scale './Ft.
TC LL 40.0 PSF REF P-, 2 -19474
JES P P
10.0 p 20/98
SF DATE
TC DL
T I I I I I I I I I I If. A E 1 4. N B C D L 5.0 PSF DRw Hc-�; ��201014
[,PIATINT" —S D1511.I ID TIE f IG I If E I
BC LL 0.0 PSF HC-EN� APF
STATE F
TOT.LD. 55.0 PSF SEON
.......... ........ D U R.F A C. 1.00 FROM
A SP AC I NG 24.0-
I I T 11 11111 11—
I, T-1
'(8_6896-Duplex #1286 - Cl Mono Hip Floor Truss) THt S OWG PREPARED FROM COMPUTER tNPUT (LOADS& DIMENSIONS) SU8MI TTED By TRUSS MFR N,-
TOP CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
BOT CHORD 2x4 SP SS
WEBS 2x4 SP #3 THE ARCHITECT or ENGINEER C� RECORD SHALL EVALUATE AND AF�QyIE
LOAD MAGNITUDES and LOCATI�4S AS SHOWN ("SPECIAL LOADS".� TF,-SS
ENGINEER IS NOT RESPONSIBL- FOR LOAD MAGNITUDES AND LOCA-:,,r,,,
SPECIAL LOADS
------(LUMBER DUR.FAC.-l.00 / PLATE DUR.FAC.-I.00)
TC From 54 PILE at -1.46 to 54 PILE at 3.00
TC From 100 PILE at 3.00 to 100 PILE at 13.65
BC From 10 PLF at 0.00 to 10 PILE at 13.6S
TC 220 LB Conc. Load at 3.00
TC 1024 LB Conc. Load at 3.29
W4XI29� W2.5X4(R)III
6 F-- W2.5X4z& Wl 5X4111 W3X5=- W4XlO--
0 T 1 4-0
T — 1 3-1-2
W3X6m W2.5X4=- W3XIO� w4xlo-= 7
W3X8( 1)=- WI.SX4i!,,
1024#
L�j-4-0�J
3-0-0 j 10-7-12
13-7-12 Over 2 Supports
R-1692 W-3.5* R-991 W-3.S'
PLT TYP. Wave TPI-95 Design Criteria: TPHS 0) 18.2e6 FL/3/11-/E/-/- Scaj� '/Ft. F t
19476
-1-EIT[[1�
-,rrs P TC L L 40.0 PSF REF 7�94 75
1-0.;. -- �0/98
lc�
TC DL 10.0 PSF DATE 2 /98
1016
BC DL 5.0 PSF DRW
-�'OF-5 011UGI 10 T.E 311TALIT101-l-lGl -1-f-l-f-D &, N , .
�PF
U., T.11 0.0 PSF HC-EN �PF
BC LL
TATE OF TOT LD. 55.0 PSF SEON 2
............
11
G."G." ............ DUP JAC. 1.00 FROM
Alpi.E.
H.—gi d.t',1. SPAC 114G 24.0'
33�
51 I-S IF-1-1 1111 UMD S"4tL*OT Of RHUD U-11