Permit 1555 Linkside Dr (vault) ADDRESS
BUILDING PERMIT NUMBER-
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING
SLAB_ /
FRAMING-
COVER-UP
INSULATION
FINAL BUILDING
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT #
INSPECTIONS ROUGH
FINAL
MECHANICAL PERMIT #
PLUMBING PERMIT #
NOTES:
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
M-EAMMN '�O�R-MAVQN-,,,
Permit Number: 22663 Address: 1555 LINKSIDE DRIVE
Permit Type: SWIMMING POOL ATLANATIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 47
Proposed Use: POOUSPA Lot(s):94,95 Block: Section:
Square Feet: Subdivision: SELVA LINKSIDE
Est. Value: Parcel Number:
Improv. Cost: 15,500.00 777777 JNFORWX-T7164�,.�,`-
Date Issued: 9/12/2001 Name: LANCASTER, DIANE
Total Fees: 135.00 Address: 1555 LINKSIDE DRIVE
Amount Paid: 135.00 ATLANTIC BEACH, FL 32233
Date Paid: 9/12/2001 -0000
(000)000
Work Desc: SWIMMING POOL
RS Ll ION11515
135.00
PALACE POOLS, INC. di�lrlll r7PERM 7
0
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NOTICE-IN ECT STED�'AT,LEAST:: UR R TO,! ECTION
SIP
��tq =,nRA-rHIS,.,WORK MUS LA El)�]N B
BUILDING MATERIAL, ANO� T NOT C LIC SPACE, AND
MUST BE CLEARED UP 1ANDAAULE15!) Y B �CT W CONTRACTOR 0
"FAILURE TO COMPLY �R LT IN THE
H
PROPERTY OWNER PAY1 IC 0 E�N I
ISSUED ACCORDING TO APPROVED PI]AING,' 14 -1
YN R RMIT AND SUBJECT TO REVOCATION
:7.,
FOR VIOLATION OF APPLICABLE PROVISION
S135-1111111 14
htel 9/14/91 11 Remipt: UM47
DIECKS 7574
IC BEACH YUIUDING bkP,T.
R 7., J,
i, E" J D
CITY OF ATLANTIC BEACH
of N'.1anJc Beach
APPLICATION FOR POOL PEy3Y.r
jcb Addrcss
Subdivision
5�Block
G.,ne.-
Address
contractor
Ac1dress ggk::�t� TELEPHONE:
License Number (�kbq2�2
Valuation $ Gallons j
SITE PLAN
front
Q
(D
rear
Signature Owner Date
Si,gnatuze Contractor Date
APPROVED
CITY OF ATLANTIC BEACH
KANPINC & IfuNMr. (IFFh-,E
412200
Job
Specirwations
PoW Area
235
> 66
0� Shaftw Depm
IL
a- Li
to: I Deep Depth
JO
CO
Spa Am
12 x 26.5
0
Spa ftri"Wer
T
0
Face Tile
4z'
copiry
X
T
Dock Area
D4�
12 ft.I in.
f
Screen Arm
Screen Perim
0
Pool to Equip
0
Spa to Equip
Palace Pools Phone: 998-1811 Designed by: Lancaster
I 1655 Central Pkwy 313 Fax, 998-2022 Mike P Designed
Jax FL 32224 8131/2001 for: FL
Pump Size,
Palace Pools Inc GPM:
2-#3 in beam
T-
-4-
-4- 4-
3 rebar I Z'OCEW Sin 3600 psi
Cont.thought wells and shoterete wells
floor
Pools with depth 7 ft or fin 3500 psi
PrsFab Main Drainw] greater to have*3 rebar Shotcrute Floor
Hydrostatic Valve placed 6-OC beginning at
4ft depth"extending 2ft
above and below coves.
NTS
I M,.! t
le
40 1*
4
)5
(00
e24
-,5rORY VIWVA� Jfj&jVj5,
0 A/449 IAI 6 Rj
/5 e.4 f 1-4 6
47
4
4
Cj <
cv
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43
ao,.;ell�
%
.5; f, d0'_1 -1-&-
4-,4
44�w
I HEREBY CERTIFY THAI o-is swwvt-,� Pf-Rf,f5HAAFC UNDEP MY qFSP0,14SIBI L JAREMION hAkEl',q THF MMIMUM LEGEND
'Fi�04NWA� SIAKIDARDS �014 LANO SURVEYTAS IN ACCORDANCE MTH CHAPTER fLjk ADMftSllRMIvF Coul
iPURSUAW W SECTION,4".1 Q27,;:LOA[r)A SrAlUIES),AND FURTHFIR CFRTiFY THA' tHEAF ARF NO VISMLIE FNCR()A0-,4
MI-NTS UP�;N rfif Susj( i PP(jF)LW'v FX,71W AS SkqGWN ON 'HIS SURVFY 0 21 POUNW.1p(M
a $,I WT WON L 8 1?04
&Q_Qp _�;fffTjlF"Tr;: f,IL 1�-- SHL WN f4fl4P:,lN :�S fN 11,00CI @*L 04ALDMU fASIMICT1046 100
7,�W - *S - INC.
soc IWN )N IM* )1)., IftcURANG, WATI CLARSON kNu, ASSOCIATES,
UJ IlAif: 4 )1-405 443 WAILD0 AVE JACKSONVILU, PLA 32107 MADIU6
at 644TANVI
col L;"04W MeTAWX
PC Polar IV CV410JITUM
s")p,VEyFv '-Zl- 'Cl.* olp''"Glor-11
/& fv�m 0 14 C PIDIAT UP MlVffftf CURVI
SCALE C V POW Of C"UPOUNKI CAAM
olrxw Ajv�-t
_66.5, pa .?I FIIEJ.D OWN 5-'YO ft 7-1
Job
Specifications
qzr
Pooi Area
Pool Periniater
roe
Shallow Depth
Deep Del"
Spa AM
12 x 26.5
C41
Spa pertnew
CO
4) Face Tile
5
Coping
F. 66
Deck Am
ug
Dock Por*Tmftr
12 ft,I in,
Screen Area
0
Pool to Equip
Spa to Equip
IL--O--J-
Palace Pools Phone: 998-1811 Designed by: Lancaster
11655 Central Pkwy 313 Fax: 998-2022 Mike P Designed
Jax. FL 32224 813112001 for: FL
Pump Sim:
Palace Pools inc GPM:
2-#3 in beam
-----------
-4-
#3 rebar 12"OCEW 5in 3500 psi
Cont.thought wells and Shotcrete walls
floor
PreFab Main Drainwl Pools with depth 7 ft or On 3500 psi
greater to have#3 rebar Shotcrete Floor
Hydrostatic Valve placed 6"OC beginning at
4ft depth and extending 2ft
above and below coves.
NTS
MAP SHOWING BOUNDARY SURVEY OF
AS SHOWN ON MAP 0F
445Z V4 ZlAlo4eSAM &AI17' 4e2
IN PL4 ' PAGIFS *5-$50 OF 141t C'JRRENT PIIjq,,J,-' R�ECC)14[),, C�j OUVAL ('41' F(A
R_;Tfi;ZS SHOWN 4-iFF(E-ON ARE BASED ON rH,L ASU'Vf. MENTIONED PLA"
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L_j
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877
ELECTRICAL PERMIT
P ER NFORMATION: -
F MIT WORMI-TION , ONJ
Permit Type: ELECTRICAL ATLANATIC BEACH, FL 32233
AT
Permit Number: 22745 Address: 1555 LINKSIDE DRIVE
Class of Work: POOL Township: Range: Book: 47
Proposed Use: POOUSPA Lot(s):94,95 Block: Section:
Square Feet: Subdivision: SELVA LINKSIDE
Est. Value: Parcel Number:
Improv. Cost: OWNER-R"RMATION
Date Issued: 9/26/2001 Name: LANCASTER, DIANE
Total Fees: 35.00 Address: 1555 LINKSIDE DRIVE
Amount Paid: 35.00 ATLANTIC BEACH, FL 32233
Date Paid: 9/26/2001 Phone: (000)000-0000
Work Desc: WIRE FOR SWIMMING POQL��`—
ICATION FEES
-C QT ' U- - -'-
1___ONTRA-----.OR-S
HABITAT ELECTRICAL CONTRACI I ER 35.00
"0
0,
7�' 'j
I
WN RIM tL�
' COVER UP
NOTICE- IN160- T1 BE REQU ION
IOR TO tt4SPECT
..........
MU -NQT�B PLACED'IN l?()BLIC SPACE,AND
BUILDING MATERIAL,,VtjBBISH'A4,�.'',',',tlt$RIS'FROM.- ' IS WORK ST
BY EIT,,iR,,.CO CTOR C
MUST BE CLEARED UP�Akb+4AU61— �,,E 4 91h
NTRA R:
"FAILURE TO COMPLi*l.m. 't ON LI �RE T IN THE
PROPERTY OWNER P
ISSUED ACCORDING TO APPROVED
IT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVIS
$35.1814
Receipt: M92443
ATLANTIC BEACH BUILDING DEPT. Date: 9/27/91 91
CHECKS 6294
11IRM 322im
CITY OF ATLANTIC BEACH, FLORIDA
Approwid by I APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:
IMP09TANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH-THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
ELECTRICAL FIRM- MASto ELECTRICIAN SIGNATURE JOURNEYMAN
NAME (-%kV'%_Qa_4g4 ADDRESS: k s Sig RFO_BOX_
BLDG.SIZE BETWEEN:
RES.( I AFT.( I COMM. PUBLIC ( INDUS. I NEW( OLD ( I REW.
ADDITION ( I TRAILER TEMP.( SIGNS ( I _SCL FT.
SERVICE: NEW( INCREASE REPAIR ( FEE
CONDUCTOR SIZE AMPS COPPER ( ALUMJ
SWITCH OR BREAKER AMPS PH W VOLT RACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
SWITC ES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0*1 00 AM". 0
APPLI NCES BE LL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HFAT
ov R
MOTORS H.P. VOLTAGE PHS NO. I H.P. I VOLTAGE1 PHS
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
IND. I KVA NO. KVA
NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER
EACH SIGN
FORWARDED
TOTAL FEES
CITY OF
Office of Building Official
REQUEST FOR INSPECTION ,,,Z
Date----/ Permit No!/
Time
Received PM.
Job Addresy) ality
Owner's
Name Contractor —
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing Footing Rough Wiring 7, Rough Air Cond.& E
Re Roofing Slab Temp Pole E: Top Out Heating
Insulation Lintel 17, Final E Sewer 2 Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues, Wed, Thurs, �Fid y
kK
M
_PM
7
ality
0,
Inspection Made PM,
Inspe _<::;inal Inspectio
e e
2EI�ncy-7
Date
CITY OF
4&#vlw BwcA-
ffi
.cl
.a+
Office of Building , -.
REQUEST FOR INSPE�(,0 N
Date Permit No.
Time
Received
J�o b Ad,d e s s L cality
Owner's_ Contract�or �q
Name --------
BUILDING CONCRETE C�'�SI6AL ,
PLUMBING MECHANICAL
Framing E Footing E 'TMUr7Wirmg E Rough E Air Cond.& C
Re Rooting 11 Slab E Temp Pole F Top Out E] Heating
Insulation E:1 Lintel final E� Sewer E Fire Place F�
Pre Fab
OR INSPECTION A.M.
n'
(-Mon. Tu e s. ed. Thurs. Friday
Mad�e
A.M.
Inspection M de PM.
Inspector Final Inspection 0
Certificate of Occupancy [71
cP-Y7- J/tR �01'53 0 '3;7 Date
CITY OF
BW44-
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No,
Time
Received P
Job A ress Localit
y
Owner'
Name Contract /-S7
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing E Footing 0 Rough Wiring Fj Rough E Air Cond.& 0
Re Roofing E Slab Ell Temp Pole E Top Out E Heating
Insulation Lintel 0 Final 0 Sewer D Fire Place E
READY FOR INSPECTION Pre Fab
Tues, Wed, Thurs, Friday
A.M.
Inspection Made, ----PM.
Inspector— --,.�Final Inspection D
Certificate of Occupancy C
Date
MW
Tatifiraft" of Orrupang
Mtu of
Atlantic Ntar4 — Nloriba
Department of Nuilbing Inspection
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 rejulating building construction or use For the following.
use Classification SinjIL Family Residence Bldg.Permit No. ___ 11,062
w.frame 8/f Atlantic Beach
Group �pl Construction Fire Distrii;t
662 ou int ?
Owner of BuildingCENTEX HOMES mdrm kqnnu e- F1
tg Address L nl*ide Dr. Locafity Atlanitc BgLachFL 32233
IL
DON C. FORD
By:
-Building Officiii/ Date:
POST IN A CONSPICUOUS PLACE
CITY OF
4&4m& 13e4lc,4-4&?,*d4
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No
Time M.
Received V.
Job Locality
Owner's
N —Contractor Ua.IZ5
�BUILDING CONCRETE ELECTRICAL PWMBING MECHANICAL
�D Fooling Rough Wiring E Rough Air Cond.
Re Rooting 7 Slab 7
Temp Pole — Top Out Heating
Insulation C Lintel Final E Sewer Fire Place
Pre Fab
IlJ,4 6-Z:E-' READY FOR INSPECTIOW
P.M.
Tues. Wed. Thurs. Friday
�nspection Madq oe P.M.
nspector Final Inspe E;;�e
5L �Cerlific!S�Ite of �C Sp- y�7:
Date
Book 10146 Page 470
PHONE# NOTICE OF COMIENCEMENT
To whom it may cowArn:
'Me underagrwd hiereby inform you dw impoycouft will be made to cartain real ProPertY, and m
wcordance with Section, 713.13 of&o Florida SWubw the Mowmg in&rnudw is stated in this NOWE OF
COMMENCEMENT
7- q
Description of property
25--�;4T*
Greneral description of impraivements yL j'i"Lej
Owner z1alle
Address
Ownees inmut in site of the improvement
Fee Sunpice Tide holder(if other d=owner)_
Name
Address
Coubvetor P I J,11A il W�2\J/\P"�
Address 6--;�
. �;-
Surety(if any)
Address— Amount of bond S
Name aad address of any peom mak a low for go cornbuzon of Lu-impW%raments.
Nsaw Jrz
Address— X
Name of persort wiftn the Stow of Florida, odw dw himself, designoW by owner uponwhorn tm*cw or odier
docimma may be saved:
Name
Address
In addition to himiself,owner desWaun tM following person to recerve a copy of the Liences Notice as pwided m
Section 713.06(2)(b),Florida Stones. (Fill in at Owners option).
Name
Address
THIS SPACE FOR RECORDER'S USE ONLY
Owner
Sworn to and wbecri*before me this
WIT000105 Ir day of
KAY-RALUSUNSKI
P1 st 470
Xgmff'
Filed & Recorded Notary Fublic, SNQWM*A6c
09/13/2001 M53:31 PN 4 ff
My Comm. expires Sept. 12, 2004
JIN FULLER Comm. No. CC 967432
CLERK CIRCUIT COURT
WA CWY
TRUST FUND S 1.00
CWY FEE $ 1.00
-9. 4 (,fEv1sC- D
MAP SHOWING BOUNDARY SURVEY OF
9.5 AS SHOWN ON MAP OF
Rr JoA* Z40,rS -94AA1.0 I-
S4el. VO4 I.hV1.151AC &All r Z
AS RECORDED IN PLAT BOOK 47 PAGES 195-959 OF THE CURRENT PUBLIC RECOROS OF DUVAL CO.. FLA.
FOR; e,'FA21-fX 140AMS WA760.47-Irl'of"
NOTE; BEARINGS SHOWN HEREON ARE BASEL) ON THE ABOVE MENTIONED PLAT-
4rrXeA�CO Z46,44 j7,jFfe)q1Pr1t1A/
,4 /All-e SAO 1�5
-4o 4 7
ow
A(4,
"W AM I Of Ile
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13
Nb
0.4'
Li
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17 7"�2y1A1-'F1-'110 ? SWAW, /;>4AIS95 gr9 F457-
1996
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CD
CITY OF
$00 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 322334"S
TELEPHONE(M)247-SM
FAX("4)247-SOOS
NOTICE
TO: Water Department
FROM: Building Department
DATE: -�� - /-/ - ot 6
Please be advised that the final building inspection has been
completed on each of the following addresses and construction water
is no longer needed:
Permit Number Address
";.Law
L2�
Sinc-prely,
Building Department
DATE 9 6-
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY:
�----------
--------------
Z5161�1
......... . ---- --------------
----------
-------------------------------------------------
Enclosed are the blue copies of the permits.
SINC RELY,
BUILDING INSPECTION DIVISION
cc:FILE
-10 7::�
CD
-0 0
p
4\0,
cl
r) 0
rn
0 0
TO SA— In
lk- Tk U) 0
CA
OD
OeV
V5,
'C'
CITY OF
4d4#40 BOWA-
Office of Building Official
REQUEST FOR INSPECTION
Date— Permit 0,
Time
'me
Received PM-
Job Address
Owner's
Name Contractor
UILDING CONCR�ETE ELECTRICAL PWMBING MECHANICAL
ling
0 Rough Wiring D, Rough L Air Cond.&
Re Roofing E-1 Slab E, Temp Pole 0 Top Out 0 Heating
Insulation Lintel C Final 0 Sewer 0 Fire Place
Pre Fab
READY FOR INSPECTION (A
Tues.
Mon. e Wed. Thurs. Friday
A.M,
Inspection Made —RM,
Final Inspection 0
Inspector— v
Certificate of Occupancy D
Date
11242- 1
DE#ARTMF.Nlr OF BUILDING,
CITY OF ATLANTIC BEACH
14ATION ----
T
PERMIT I KFORKA I ON QCATION INVOR
Addr t
ermit Numbet: 1,1242 1SS$ ,LINKSID8 DRIVE
Permit TYPO* MECHANICAL ATLANTIC �BZACH, FLQRIDA� 12,233
LEGAL DESCRIPTION- -----
class of Work: NEW 19lock* Soc I tio w
Constr. Type, WOOD PRAMZ
Township: RNO, 0
troposed Use,*. SING, LZ FAMILYe�
i 0 s subdivision: SELVA LINKSIDE
DO'Ol 1 Code:
Estimated Value:
lAprov. Cost:
$0 ��00
'Total Fe
Amo, $41.01-0.
D � 1 21'96
WQrk � "TRAL HEAT AND AIR IN,�AZW ROMZ
LICAT%ON FEES
TION�l PP
C1T1r0F*7;ERM1T $47'.00
WATER 114PACT PEE
Ad , r PEE A0079
T LORI
V 9"
P A0 .00
Dom (;AS-H R.
----- - RADON CAB 5% $0.00
N
C $0 .00,
Nan AN AT a -,APeITAL IMPROVE.
CONNECTION $0 .00
ILLE, FL 12
3 Type: 0 IMPACT PRE .00
'CONST SURCHARGE
S 00
7N601
M INSP
NOTICE—ALL CONCRETO FORMS AND FOOTINGS' UST IR JECTEDZEFORE POMING,
PERMIT VOID SIX MONTHS AFTER DATEOF ISSUE
U
BUILDING MATERIAL,RUB61 AND DEBRIS FROM THIS WOR NOT BE PLACED INPUBLIC SPACE,AND MUST BE
ST
SH M
�,aEARED UP AND HAULED AWAY BY EITHER C,� ONTRACTOR OR OWNER:
R
#PAILURE TO COMPLYWItH.
THE,,MECHANIP'S PSjN:' LAW,,CAJ
OWNER IFORTN?E,SUILDINGi#APROVEMEW"S
PAY!
t L-
ISSUED AC�`IPINMG TO APPROV156"PLANS'WHICH ARE PART OF,THIS PERMIT AND SUBJECT TO RE OR
'OF LAW.'
PROVISIONS
r; - n Lr1'rjt,--r r
ST SURCHARGr 0,0
i '�EN
T
Ww"A",
001 000
Ott*
BUILDING ANP�,ZONING'�: INSPECTION DIVISION
'CITY: OF"ATLANTIC,13EACH
ONTLANTIC 119AICH,IFLORIDA 89303
APPLICATIq,N,,,-,'fqR.,.� ECHANICAL, PERMIT C�-,N NUMBER
6nt to'to'in'Plateall it ms in sections 1. 11-111. and IV.
IMPORTANT App' lk 0
LOCATION Street Aeldtosst I NY,SIDE -DFT3ZF
OF latersocling 51140161 11141W.of L a AIT T.A N 5:1 L C BUT An4 SRMT.XOLE ROAD
BUILDING
I SY6.41VIS68 _T.YA T T
11. IDENTIFICATION To be comple ted by all applicants
to CoAlWalotiomi of P41wit given for Joiag tho,wook bi diss4fib4d 10 1119 411161141 06100101 We ho;oby agree to F1.1c.-n 54;d .0-i .- 4:::.3s,:4r
'th A
0 ollochod plans *Ad spe4ilical:945 which,41 a
of good ptarka listed ihovoin. F011 hereof and on accoodisact w;lit tho'C-ly of JocktonvW9 oid--isrcoi &-a
No" of M*41ioaleat Controrlots
C*Alwartof 111,441) MANDARIN HEATIN� A%I R Mosier CACA12623
Name of
Property Owner CENTEX HOMES
S4441VIS *I Owner
of AvAiet6sl Ailood At4holoclose Engineer
Ill. "NStAL INFOR"InON
B.
A. 700 of 6"Vial
15 OTN9R CONSTRUCTION Ittilwo CoNg ON
,J;r
THIS BUILDING OR 31 T9 T YES
0 Gas 0 �k C3 Nstwrol (3 Central uially r
If V93. GIVC NUMSER Of CONSTRUCTION
C3 0A
P9AM#T 11062
0 04"
IV. MX:*"4AL Wiri4j"T To $I INSTA=
NAYURE OF WORK
(Feew;&COR10ols W'of Components*4 Isock of fisis fe") Residential or f Commercial
Al� Neal 0 Sp4c* [3 tisc6s,&W Arl*�Ccpxiiiol 0 Flow, Now Building
0 Existing Building
;r A;;r Coo";oolial I C3
;r 004� SyroNal Mowwl Wckasaistl..�'_�'2 C) ROPISCOM-01 01 existing system
Ma"um capacity- I Q Q Q Now Installation(No system previously Installso)
jo 0 Extension Of add-on to existing system
0 Other.—specily'--
D CoOI69 lioww: Capacity I.P^
0 Ame spwisikLon: Nwabor of k"
C3 Eisivew C) Usialik C3 "14tor.
THIS OACI Folt oFfIC11 jjS4 ONLy
0 G*09"PWAP4
P
0 L%
0 U*&."prouldle ve
0 Forralil Appiroved &i
Do lo-
13 Q*w Sp*cffy
L19r ALL EQUIPMENT
AM CONMONING ANv RURIGERATION EQULpUEM
Numbdr valu
X044 Number Appravbw
(I V n TRANE
Z�_2 UL 10. 00
TRANSMITTAL DOCUMENT FOR JEA
DATE: /- /o - 9 �,
The following permits 'have passed "rough" inspection:
Permit No. Address
Rftc&=O�&xxzexxx=xgAxkug*mmgpdxmxcafxxbk@xVommd*w. Please update
your records accordingly.
''Thank
110ILDING CLERK
CITY OF ATLANTIC BEACH
/vcb
c I A
wow,
CITY OF ATLANTIC BEACH, FLORIDA
Approwd APPLICATION FOR ILECTRICAL-P.-IRMIT
TO THE CHIEF ELECTRICAL INSPECTOR. DATE:--
IMPORTANT NOTICE:
IN CONgIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
_T
(�pco Q�L CQQ
A( - �/'
ELECTRICAL FIRM: MASTER EJECTHICIAN SIONATIJIFIF JOURNEYtdAN
NAME.. _ADDRESS:_� RFD-BOX
BLDG.SIZE �DT -BETWEEN:
RES., APT.( COMM.I PUBLIC.( INDUS. NEW OLD ( I HEW.
ADDITION TRAILEFI ( TEMP. SIGNS ( I SO.FT.
SERVICE: NEW INCREASE REPAIR ( FEE
qE3 c.0
CONDUCTOR SIZE WQ AMPS QQ COPPER I ALUM.
IMLCH OR BREAKER PH W LT !3ACEWAY
EXIST.SERV.SIZE AMPS PH Wl VOLT RACEWAY
.FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
TOTAL
RECEPTACLES CONCEALED OPEN-
Pa. 31-MO AMPS.
SWITCHES
INCANDESCENT
I
FLUORESCENT&M.V.
FIXED 0 100 AMPS, OVER
APPLIANCES BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS JCEILHEATJ KW-HEAT
OVER
MOTORS VOLTAGE PPS tic). v Hsi
I F
1_7
CITY OF
4&414-C lgeaClt
Office of Building Official
REQUEST FOR INSPECTION
)ate Permit No.
time AM,
PlVL
3eceived
Job cality,
)wnor's
,lame --7Co n't r a c I�c,r
3UILDING CONCRETE ELECTRICAL
,,- PWMBIN�:) MECHANICAL
'taming C Fooling �,7, Rough Wiring Lj--M7jtr—_ E Air Cond,& F�
3e Rooting LJ Slab 17 Temp Pole C, Top Out Heating
nsulation Lintel E Final D Sewer Fire Place F�
Pre Fab
READY FOR INSPECTION AM.
PM,
4on, Tues. Wed. Thurs.
A.M.
)spectior,Made PM.
Final Inspection 7-
Certificate of Occupancy
Date
CITY OF
4&44dwe BC444-A;&$d- 4
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No. -2—
Time A.K
Received uk"-
�,9 L
Job AddX1 /Vality
Owner's
Name Contractor
BUILDING ELECTRICAL PLUMBING MECHANICAL
Framing E Footing 0 Rough Wiring E; Rough D Air Cond.
Re Rooting ri Slab Temp Pole L-- Top Out 0 Heating
Insulation 7. Lintel /'D— Final 2 Sewer D Fire Place E,
'Pre Fab
READY FOR INSPECTION -% I I
Mom Tues. Wed. Cid.,y
Inspection Made 1,21 A.M.
RM. .2
Inspector— /I k .1 Final Inspection 01
Certificate of Occupancy E,
Date
CITY OF
4&ao,& A eacA-IM"
Office of Building Official
REQUEST FOR INSPECTION
Date--z/–�— Permit No.
Tim A.M
R e d P.M.
eceive
Job Address Locality
Owner's
Name contractor
BUILDING CONCRETE ELECTRICAL PLU�BING MECHANICAL
Framing Footing Rough Wiring !-j Rough Air Cond. &
Re Roofing Slab Temp Pole Top Out E Heating
Insulation Lintel Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues Wed. Thurs. Friday—PM.
A.N1
M.
Inspection Made
Final Inspection
Certificate of Occupancy I
Da I c
11124 '
DEPARTMENT OFOUIL01140
CITY OFATLANTICBEACH:
PERMIT INFORM
ATION, --------
LOCATION INFORMATION ---------
Permit Number, 11124
Addries;, :� 1555 LINKSIDE DRIVE,
Permit Type: PLUMBIN
ATLANTIC BEACH , FLORIDA 3223,�
Class of Work: NEW
LEGAL DESCRIPTION ---------
Constr. Type 1, N/A
Lot. 01 Section*
0
Proposed Use, S I NOLE OAMIT
,y 'Township- RNG: 0
Dwelli,nqs 1 code": SubdiVision: Selva Linkside
Est imated, Value: 00
Improv'. Cost :,
Totallroes .
$507� 00
Work ,
inq.1 in ,new house, ,
101 ION,
APPLICATION FEES
t57 .00
Ad x es`5 'IMPACT FEE
STIDE DRIVE T1111111
T
P"
P
AP
ROON GAS-H.A. S.
8;0.00
T 14FORM RAb0N: CAB 5% So.00
same, ON PILUMB11 cAPi I TAL IMPROVE.
$0 .00
JA I LLE., FLA,: �322101 CROSS 'CONNECTION $0 .00
Type: 4: SEC H IMPACT FEE
Lice , 4
CONST�.,SURCHARaE
0
CE—ALL CONCRETE FOAOSAND FOOTINGS mU
'St BE, BEFORE POURING
PERIMIT VOID SIX MONTHS AFTEfl,b&iop,IS$ E
U
�;B,UILDING MATERIAL,f:1UBBISH AND DE13AI8,F,,f16M THIS WORK MUS LAC
AWAY i3YEIT+4E C
1.0 T NOT,8 P ED.IN PUBLIC SPACE,AND,MUST BE
D,UPAND HAULED A,:06N 'ACI.OR 014 ov,�NiF(r
RE'To COM Lyr WITH THE, M RESULT IN
P
rW AW CAN
HANIC'Sr LIEN
'PROPERTY OWNERPAY E FOR THE;
ING IC BU ING IMPROVE' MEWS" r ,
APPROVED PLANS"WHICH ARE PART OF THIS PERMIT A
NO SUBJECT TO
LE PROVIS16NS"OF LAW.
�Of
U' ILDI
NG P PARTMENT
0010NOMOM
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION:
OWNER OF PROPERTY:
BUILDING CONTRACTOR:
PLUMBING CONTRACTOR
AND ADDRESS:
TELEPHONE NUMBER:
91 A
a V — v ic- 47 1 07 sk
STATE LICENSE NO: low
TYPE OF BUILDING: (j�) � 4 U !f
TYPE OF WORK:
HOW MANY Or THE FOLLOWING lrl=�ZS INSTALLED
—SINKS SHOWERS
�3 —LAVATORY WATER HEATERS
_BATH. TUBS DISHWASHERS
URINALS DISPOSALS
C�_ —CLOSETS _WASHING MACHINE
—FLOOR DRAINS —SHOWER PANS
OTH
TOTAL FIXTURE COUNT: $3.50 + $15.00 = $ 21 .0
----------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT RDITION40F THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE tNSPZCTIONS (904) 247-5826
lost
MW DEPARTMENT OP SUILPING
wtw tV4, 10 "nt
NTI10 SEAC
to %jul I I taft' 'CITY OF ATLA
PE WT INFORMATION -,*--,---- , LOCATION INFORMATION
' Permit 'Number: 11o6l Address: 1555 .LINXSIDE DRIVE , R�
ATLANTIC BEACH . FLORIDA 322331
Permit' Type: BUILDING
class of Work: NEW LEGAL DESCR I PT ION
04 Block: So'*t 1-0 �2
Constr . Type: 1WOOD FRAMZ� Lot,.*
Proposed Use: SINGLE FAMI LY;,, Township:
Dwellings: 1 Code: 0 subdivision: SELVA LINKSIDZ
Estimated Value: $10,0078-,,00
� Improv. Cost: $0 6j� F-t
Total , es, $2,836# 94
Amo $2836'�4 94
95 t
NEW H A
014Z PER no $F 16f$ 'RADON 2244 �
T ION' 4% APPLICATION FEES -----
ITT-OF--
STATE PERMIT $709 . 50
OINT DRIVE S. #400 WA IMPACT FEE
0
P
AP 0i
4LORIDA, A FIX
n, 2 A�A Ail
RADON OAS-H.R.S. $10. 66
90,56
'RADO
NFORAA ON -------
T�
RE ES CAPITAL IMPROVE. $3215.'00
JAC ILL 32,216 C ROS S CONNECT I ON
5-�-,,34, Type:' 54 SEC,It IMPACT FEE .00
CONST,.,SURCHARGE $1 0
4011, to omit 9"M
4U,Ot-01$
NOTICE—ALL CONCRETE,FORMSAND FOOTINQ I S MUST ft INSPECTED 131EFORE POURING
PEfIMIT)/OlD SIX MONTHS AFTPI�11 ISSUE
D'M
MATORIAL, RV13BISH AND OEORISfROM TH18 WOfjK MUST, ED IN PUBLIC SPACE,ANP, ,M
C UPAND HAULED AWAY BY EITHERCONTRACTOR OROWN
A
RE" T K TkE ,Mtd, A SIV
10 COMPLY W1 N -' :,LIENLAW
CAN RESULT,IN,
OPERTY OWNER
:PAY!NJQT`WI CE'FORTH UILDiNd impmvwews
E PART OFTHIS: IT AND REVOC
SUBJECTTO ATJON-
CORDING TO APPROVED PLANS WHI�P,
N OP
APPL
'PROV!
81 N W.
IC,AlSkE�
jk
,-i'A, aim�,&4
fin
its I
01 k-pt". go
Wii A
CAM
ATLANT.-, kATMENT
P)
WIOOKW-1000
77
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address i'.."
D a t e
-7
Heated Square Footage 15,S--O 0-per sq f t = S q1 IS
Garage/Shed ) 70--) per sq ft = $
Carport/Porch 0' per sq f t = $
Deck @ $_per sq ft = $
Patio @ $_per sq ft. = $
TOTAL VALUATION: S / 00 )
loig � 8.-7 1? 46 0 $ q6e -e, ,,
Total valuation ist S 400 , 00
S-06 s 3
Remaining Value per thousa�d
or portion thereof
TOTAL BUILDING FEE S -416 3- 411 6)
+ 1/2 Filing Fee $ 9-3
( ) Fireplaces @ $15 -00 $ 1 190 -
BUILDING PERMIT FEE s_ -7 '?,
WATER IMPACT FEE $ Iq la,17P
SEWER IMPACT FEE
WATER METER/TAP
CAPITAL IMPROVEMENT
SEWER TAP
LR;W�) RADON (HRS) .0050 $ 0 J-6
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $
SURCHARGE . 0050 $ L 2—OZ,4,
OTHER $
GRAND TOTAL DUE $ j
ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing
Electric/New E,Iectric/Temp_; SwimmingPool
Septic Tank— Well sign_Finish Floor Elevation
Survey ; other_
CALCULATIONS and/or NOTES:
--- ----- CITY OF
?RDPERTY 'PESCRIPTIOR
a
OCEAN BOULEVARL)
.ot #_q ....Block 0--—----Section 0-02---- P.0.BOX 25
A N`nC BEACH.FWRMA 32233
tons L I Y\ TELEPHONE(Si041249-2J95
Subdivis ----------- QdZ4 n"
;treet It DESCRIPTION OF WORK
al"e
ir Addres I-
If in a FLOOD HAZARD
*lood Zones_____y--—-—-area complete Pago 3. Brief
ptlons ,
Descri le Fawi'
'19, - LLv-3fA-
Clam* of Works
(Na,w/Rwmcdwl/Add1t1on)_.kn-Q-------
:ONING INFORMATION
Type of
Conatructlo
k La=
:on:Lng Proposed
sintrIct I Entimated Value 0 /01 --------
:xceptions or M a t&r i a I a I-�J--qQ-41-44-x ---------
ariencess Grantods____
Solid or
Grounds_3�Q
OWNER INFORMATION
Nothod of
Property Ckwners �-,Po-
Phones ,�qL
"ailing S
Addrown o LA 4-t
Zip 1_3
CONTRACTOR INFORMATION
Contr*ctor3--- een.q-e-- ------
Phones��6
Mailing
(e Zip I 3.�
--------------- ---
Expiration
License Number:----- (S 60 9,;L It.) -------------------- Date I
I "c*csv ccxrsrT TWAT I RAVI INCAD AND CXAHINCD TH19 APPLICATION AND KNOW TUC SAIPIC TO BE TRur
AND CORNICICT. ALL P11110VISIONS Or TUR LAW99 AND CADINAUCCO GOVICRUING THIS TYPIC OOP WORIC WILL BIC
COIWLZCD WITH. wmgmm orectrztD, HNIMIN OR WIT. TUC GRANTINCII 01r A PCUNtT DOCS NOT' P*CSUAC TO
0IV9 AUTHORITY TO V2DLATIIC OR CAMCXL TUC PON)VIGIONIN 4W ANY FEDERAL, STATIC Oft LOCAL RULES.
xCOMATIONS. oNDzNAwXX. OR LAWS Sit ANY MANNER. IncLuervea T,c co....ma or,cowsTRucrtow OR THIC
"CRIFINIIIIIIANCIC of, co"TaUCTICOU Opp T"9 P*OJCCT. I UI4DC*8rAN0 THAT TUC ISSU&MCC Of THIS PE*"17 IS
CCMTI:o
e AND suproarjrpc
DATA RA &CEN On XHALL. be PROVIDED AN CQUINCO.
v:r UPON TUC ANOVIC IN,04HATION &MIND TRUC AND CCUt4iCCT AND THAT TUC PLANS
Out.
Ovner Signature
---- -- ------
D a t
Contraotnr ii1gnaturw_ ---------
*PIP
Ft.00DPE-AXU DEVELOPMENT INFORHATION
Type of Developments
-------------------------------
Flood Zones L
Required Lowest Floor Elevations
Xf building Ix located within a Slood hazard zone, a survej must
be made AFTER THE SLAB RAS SIMM POURED, certifying that the
LOWEST FLOOR ELEVATICM In equal to or above the boav Ilood
elevation established Xor that zona#
No final Inspection will be made and no cortil-tcate o:f occupancy
will be Issued until the survey in on 911a with the Building
Department*
Applicant AcknovIedgements X understand that the Issuance of
thia permit to omtInigent upon the - above ln:forsetlon betng
correct and that the plans and supporting date have been or shell
be provided an r*qulrwdo I *grew to comply with all applicable
provisions of 0rdInancmr No* 25-7-IJL and all other lava or
ordinancen afloctIng the proposed development.
Date--- ----Appllcantla Signature..........................
-------------L-----------------------------
Department Ume
Rolquired Lowest Floor Elevation -----------
Av% Built Lowest Floor Elavatlon -----------------
Survey Filed with Building Department -----------
------------------------- - -
BuIlding Department RopramentatIv;
page
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 99.7
DCA Form 60OA-93
or Form 60OB-93
0 10 20 30 40 50 60 70 80 90 100
---------------------------------------X- 1
The maximum allowable EPI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X-------
INSULATION. . . . . . . . . . . . . . . . . .
R-10 R-30
Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1
R-0 R-7
Wall R-Value. . . . . . . . . 13.0 1 --------------------X1
R-0 R-19
Floor R-Value. . . . . . . . . 11. 0 -----------X---------
AIR CONDITIONER. . . . . . . . . . . . .
9.7 EER 16.0
EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 Ix-------------------- I
HEATING SYSTEM. . . . . . . . . . . . . .
6.8 HSPF 12 .0
Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I
WATERHEATER. . . . . . . . . . . . . . . .
0.88 0.96
Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1
0.54 0.90
Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1
0.40 0. 80
Solar EF. . . . . . . . . . . . . . I --------------------- I
OTHERFEATURES. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Address: Signature: dztw &'a" Date:
CitylZip(-Ar
'L
Florida E-Kergy Code for Building Construction - 1993
Florida Department of Community Affairs FL-EPL CARD93
Department of Community Affairs SN: 5411
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Whole Building Performance Method A NORTH
PROJECT NAME: 94 SL 2 BUILDER: CENTEX
AND ADDRESS: 1555 LINKSIDE DR PERMITTING 1CLIMATE
ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1
OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100
CK
1. New construction or addition 1. New Construction
2 . Single family detached or Multifamily attached 2 . Single-Family
3. If Multifamily-No. of units 3. 0
4. If Multifamily, is this a worst case (yes/no) 4 .
5. Conditioned floor area ( sq.ft. ) 5. 1469 .00
6. Predominant eave overhang (ft. ) 6. 1.33
7 . Porch overhang length (ft. ) 7 . 5.00
8. Glass area and type: Single Pane Double Pane
a. Clear Glass 8a. O.Osqft 134 .00sqft
b. Tint, film or, solar screen 8b. O.Osqft 0. 00sqft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0.00 114 .00 ft
b. Wood, raised (R-value, area ) 9b.R=11.00 380.00 sqft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=13.00, 1493.00sqft_
b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sqft_
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value) Ila.R=30.00 , 868.00sqft
12 .Air distribution systems
a. Ducts (Insulation + Location) 12a. R= 6.00 uncond
13.Cooling system 13. Type: Central A/C
EER: 10.00
14 .Heating System: 14 . Type: Heat Pump
HSPF: 6.80
15.Hot water system: 15. Type: Electric
EF: 0.90
16.Hot Water Credits: (HR-Heat Recovery, 16.
DHP-Dedicated Heat Pump)
17 .Infiltration practice: 1, 2 or 3 17 . 2
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18.
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19. 99.67
a. Total As-Built points 19a. 28140.66
b. Total Base points 19b. 28234 .78
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
I Hereby certify that the plans and Review of the plans and specifications
specifications covered by this calcu- covered by this calculation indicates
lation are in compliance with the compliance with the Florida Energy
Florida Energy Code. Code. Before construction is completed
this building will be inspected for
PREPARED BY: &C-84dh4o compliance in accordance with Section
DATE:- 11-13-9S_ 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER AGENT:_d24A)�'e d&4_) BUILDING OFFICIAL:
DATE:- DATE:
Department of Community Affairs SN: 5411
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Whole Building Performance Method A NORTH
PROJECT NAME: 94 SL 2 BUILDER: CENTEX
AND ADDRESS: 1555 LINKSIDE DR PERMITTING 1CLIMATE
ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1
OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100
CK
1. New construction or addition 1. New Construction
2 . Single family detached or Multifamily attached 2 . Single-Family
3. If Multifamily-No. of units 3 . 0
4 . If Multifamily, is this a worst case (yes/no) 4 .
5. Conditioned floor area (sq.ft. ) 5. 1469.00
6. Predominant eave overhang (ft. ) 6. 1. 33
7 . Porch overhang length (ft. ) 7 . 5.00
8. Glass area and type: Single Pane Double Pane
a. Clear Glass Ba. O.Osqft 134 .00sqft
b. Tint, film or solar screen 8b. O.Osqft 0.00sqft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 114 .00 ft
b. Wood, raised (R-value, area ) 9b.R=11 . 00 , 380.00 sqft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) lOa-2 R=13.00, 1493.00sqft_
b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=13.00, 173.00sqft_
ll.Ceiling type area and insulation:
a. Under attic ( Insulation R-value) lla.R=30.00 , 868.00sqft
12 .Air distribution systems
a. Ducts ( Insulation + Location) 12a. R= 6.00 uncond
13.Cooling system 13 . Type: Central A/C
EER: 10.00
14 .Heating System: 14 . Type: Heat Pump
HSPF: 6.80
15.Hot water system: 15. Type: Electric
EF: 0.90
16.Hot Water Credits: (HR-Heat Recovery, 16.
DHP-Dedicated Heat Pump)
17 .Infiltration practice: 1, 2 or 3 17 . 2
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18.
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19. 99.67
a. Total As-Built points 19a. 28140.66
b. Total Base points 19b. 28234 .78
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
I Hereby certify that the plans and Review of the plans and specifications
specifications covered by this calcu- covered by this calculation indicates
lation are in compliance with the compliance with the Florida Energy
Florida Energy Code. Code. Before construction is completed
this building will be inspected for
PREPARED BY: compliance in accordance with Section
DATE:- //-13-9 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: BUILDING OFFICIAL:
DATE:- //- DATE:
SUMMER CALCULATIONS
BASE AS-BUILT
GLASS----------------
ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS
-------------------------------------------------------------------------------
S 84 .00 65.8 5527 .2 DBL CLR S 10. 0 66.2 .93 617.3
DBL CLR S 10.0 66.2 . 93 617.3
DBL CLR S 9.0 66 .2 .92 546.6
DBL CLR S 35 .0 66.2 .94 2178.0
DBL CLR S 10.0 66.2 .77 509.7
DBL CLR S 10.0 66.2 .77 509.7
W 50. 00 65 . 8 3290.0 DBL CLR W 5.0 79.7 .65 260.3
DBL CLR W 15.0 79.7 .97 1155.6
DBL CLR W 15 .0 79.7 .91 1083.9
DBL CLR W 15 .0 79 . 7 .91 1083.9
-------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
--------------------------------------------------------------- -------------
. 15 1,469.00 134 .00 1.644 8,817 .20 14,499. 03 8,562.48
--------------
NON GLASS------------
AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 1493.0 .9 1343 .7 Ext Wood Frame 13.0 1493.0 1.50 2239.5
Adj 173 . 0 .7 121 . 1 Adj Wood Frame 13.0 173.0 .60 103.8
DOORS----------------
Ext 21.0 6 . 1 128. 1 Ext Wood 21.0 6. 10 128. 1
Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1
CEILINGS-------------
UA 868.0 .6 520.8 Under Attic 30.0 868.0 .60 520.8
FLOORS---------------
Slb 114 .0 -37 . 0 -4218.0 Slab-on-Grade .0 114 .0 -41.20 -4696.8
Rsd 380. 0 -4 .0 -1516.2 Rsd Wood Adjacent 11 .0 380. 0 .70 266.0
INFILTRATION---------
1469 . 0 8.0 11752 . 0 Practice #2 1469.0 8.00 11752 .0
----------
TOTAL SUMMER POINTS 22 ,675.65 18,921.00
TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
22,675.65 .37 8, 389 . 99 1 18,921.00 1.00 1. 100 .340 1.000 7,076.45
---------------
WINTER CALCULATIONS
BASE AS-BUILT
GLASS----------------
ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS
-------------------------------------------------------------------------------
S 84 .00 -10.6 -890.4 DBL CLR S 10.0 -28.4 .97 -275.5
DBL CLR S 10.0 -28.4 .97 -275.5
DBL CLR S 9. 0 -28 .4 .96 -246.2
DBL CLR S 35.0 -28.4 .97 -967.5
DBL CLR S 10.0 -28.4 .87 -247 . 1
DBL CLR S 10.0 -28.4 . 87 -247 . 1
W 50.00 -10 . 6 -530.0 DBL CLR W 5.0 -9.2 .03 -1.3
DBL CLR W 15.0 -9.2 .90 -124 .2
DBL CLR W 15 . 0 -9 .2 .74 -101.7
DBL CLR W 15.0 -9.2 .74 -101.7
-------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
. 15 1,469.00 134 .00 1.644 -1,420.40 -2 ,335. 71 -2,587.67
NON GLASS------------
AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 1493 . 0 2 .2 3284 .6 Ext Wood Frame 13 .0 1493.0 3.40 5076.2
Adj 173.0 3.6 622 .8 Adj Wood Frame 13.0 173.0 3.30 570.9
DOORS----------------
Ext 21.0 12 .3 258 .3 Ext Wood 21.0 12. 30 258.3
Adj 18. 8 11 .5 216.2 Adj Wood 18.8 11.50 216.2
CEILINGS-------------
UA 868.0 1 .2 1041.6 Under Attic 30.0 868.0 1.20 1041.6
FLOORS---------------
Slb 114 .0 8.9 1014 .6 Slab-on-Grade .0 114 .0 18.80 2143.2
Rsd 380.0 1 .0 364 .8 Rsd Wood Adjacent 11.0 380.0 3 .60 1368.0
INFILTRATION---------
1469.0 7 .4 10870.6 Practice #2 1469.0 7 .40 10870.6
TOTAL WINTER POINTS 15, 337 .79 18,957.33
-------------
TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
15, 337 .79 .55 8,435.79 1 18, 957 . 33 1 .00 1. 100 .500 .950 9,905.21
---------------
WATER HEATING
BASE AS-BUILT
NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL
BEDRMS RATIO MULT
-------------------------------------------------------------------------------
3 3803.0 11,409.00 40 .90 1.000 3719.7 1.00 11, 159.00
SUMMARY
BASE AS-BUILT
COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
-------------------------------------------------------------------------------
8390.0 8435.8 11409.0 28,234 . 78 7076.5 9905 .2 11159.0 28, 140.66
EPI 99.67
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 99.7
DCA Form 60OA-93
or Form 60OB-93
0 10 20 30 40 50 60 70 80 90 100
---------------------------------------X- 1
The maximum allowable EPI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X-------
INSULATION. . . . . . . . . . . . . . . . . .
R-10 R-30
Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1
R-0 R-7
Wall R-Value. . . . . . . . . 13.0 1 --------------------X1
R-0 R-19
Floor R-Value. . . . . . . . . 11.0 -----------X---------
AIR CONDITIONER. . . . . . . . . . . . .
9.7 EER 16 .0
EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 Ix-------------------- I
HEATING SYSTEM. . . . . . . . . . . . . .
6.8 HSPF 12 .0
Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I
WATERHEATER. . . . . . . . . . . . . . . .
0.88 0.96
Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1
0.54 0.90
GasEF. . . . . . . . . . . . . . 0.00 1 --------------------- 1
0.40 0.80
SolarEF. . . . . . . . . . . . . . --------------------- I
OTHERFEATURES. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . —
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Address: Signature: 0jQ_4 a J10-4.) Date: 11-13-Vr
City/z igQaac—�LOMWAL4
Florida -Mergy Code for Building Construction - 1993
Florida Department of Community Affairs FL-EPL CARD93
SERIAL # 5411
RESMANUJ(c)
WHOLE HOUSE
HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES
(BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. )
-------------------------------------------------------------------------------
NAME :94 SL 2
ADDRESS : 1555 LINKSIDE DR
CITY :ATLANTIC BEACH
OWNER :CENTEX
BUILDER :CENTEX
Conditioned Floor Area : 1469 SF
Climatic Conditions & Design Conditions
----------------------------------------------------------------------------
Geographical Location : Florida I Jacksonville
----------------------------------------------------------------------------
North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level
Outdoor Winter Dry Bulb 32 Deg. F
Indoor Winter Dry Bulb 70 Deg. F
Winter (Actual) Temp.Diff. 38 Deg. F
Winter Temp. Diff. (wTd) 40 Deg. F
Outdoor Summer Dry Bulb 94 Deg. F
Outdoor Summer Wet Bulb 77 Deg. F
Outdoor Summer Humidity Ratio 114
Indoor Summer Relaltive Humidity 50%
Indoor Summer Design Grains / Lb. 49
Indoor Summer Dry Bulb 75 Deg. F
Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb
Summer Daily Range 19 Deg. F - L
Summer (Actual) Temp.Diff. 19 Deg. F
Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F
----------------------------------------------------------------------------
* HEATING SUMMARY * * COOLING SUMMARY *
-------------------------------------------------------------------
SUBTOTAL 22013.45 STRUCTURE SENSIBLE 11796.92
MECH.VENT- 200 Cfm 4180.00
SENS. + MECH.VENT : 15976.92
TEMP.SWING @ 3 DEG. : 1. 00
OCCUPANT/APPLIANCE 3000.00
DUCT LOSS 1100.67 DUCT GAIN 1897 .69
TOTAL LOSS/BTUH 23114 . 12 TOTAL SENSIBLE 20874 .61
TOTAL LATENT 13010.67
--------------------------------------------------------------------
20% OVERSIZE FACTOR : 4622 82 20% SENS.OVRSZE FTR: 4174 .92
ACTUAL + 20% OVERSIZE: 27736:94 SENS. + 20% OVERSIZE: 25049.53
--------------------------------------------------------------------
* EQUIPMENT SELECTION *
--------------------------------------------------------------------
EQT. MANUF. MODEL # TYPE
HTG INPUT HTG OUTPUT AFUE/HSPF
SENSIBLE CLG LATENT CLG TOTAL —TONAGE
(S)EER CLG CFM HTG CFM
---------------------------------------------------------------------
L 0 A D C A L C U L A T 1 0 N
TYPE Inside Shade Sc Area LOBS/Btuh Gain/Btuh
GL A S S----------------------------------------------------------------------
West Double Clr Drapes/Blinds 1 5.00 145.00 230.00
West Double Clr Drapes/Blinds 1 15.00 435.00 690.00
West Double Clr Drapes/Blinds 1 15. 00 435.00 690.00
West Double Clr Drapes/Blinds 1 15.00 435.00 690.00
South Double Clr Drapes/Blinds 1 10.00 290.00 250.00
South Double Clr Drapes/Blinds 1 10.00 290.00 250.00
South Double Clr Drapes/Blinds 1 9. 00 261 . 00 225.00
South Double Clr Drapes/Blinds 1 35 .00 1015.00 875.00
South Double Clr Drapes/Blinds 1 10 .00 290.00 250.00
South Double Clr Drapes/Blinds 1 10.00 290.00 250.00
Infiltration : Winter Htm 33.04 x 134 .00 4427 .36
Infiltration : Summer Htm 8.69 x 134 .00 1164 .46
--------- --------- ---------
Window Frame : Metal SUBTOTALS: 134 .00 8313. 359 5564.46
R-Value Area Loss/Btuh Gain/Btuh
WA L L S----------------------------------------------------------------------
Wood Stud - Ext. 13 1493.00 4777 .60 3284.60
Wood Stud - Adj . 13 173.00 553.60 259.50
--------- --------- ---------
SUBTOTALS: 1666.00 5331 .20 3544. 10
D0 0 R S----------------------------------------------------------------------
Solid Core/Wood - Ext. 0 21.00 598.50 266.70
Solid Core/Wood - Adj . 0 18.80 417 . 36 78.96
Infiltration :Winter Htm( 33.04 x 39.80 1314 .99
Infiltration :Summer Htm( 8 . 69 x 39.80 345.86
--------- --------- ---------
SUBTOTALS: 39.80 2330.85 691.52
CE I L I N G S----------------------------------------------------------------
Under Attic 30 868.00 1128 .40 1388.80
FL 0 0 R S--------------------------------------------------------------------
Slab on Grade 0 114 .00 Lin.Ft. 3693.60 000.00
Raised Wood - Adjacent 11 380.00 Sq.Ft. 1216.00 608.00
--------- --------- ---------
SUBTOTALS: 114 .00 Lin.Ft. 4909.60 608.00
SUBTOTALS: 380.00 Sq.Ft.
TOTAL STRUCTURE SENSIBLE
-------------------------------------------------------------------------------
22013.45 18976.92
-------------------------------------------------------------------------------
CITY Of ATLANTIC REACH
FIxturo Unit Workabses for Water Impact foe
FIXTURS UNITS ARE 91TABLISM AS TU MMURDOW Of WATER DIMAND FOR
LUX WATER FIXTURE UNIT INSTALLED AND COMUCT19D TO THE CITY WATER
STSTIN. TU WATER SUPPLY CNARGI IS UZURY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO TU CITY WATER SYSTEM.
BATOM GAW COSISTING OF SERVICE SIN% TRAP STAND
WATER CLOIRT* 1AVATORT 6 ZATN
TUB OR SNOVIA STALL (6)
VATER CLOSET
VATU CLOISTo TAM OPERATED (4) VALVE OPERATED (8)
0�
__PATNM/ I 1 (2) URINAL WALL LIP (4)
—SNOWn GROUP PER NZAD (3) FLOOR DRAIN (1)
$SOWER STALL DOMESTIC (2) L.AUNDRY TRAY (2)
jAVATORT (1) —COMINATION SINK AND TRAY (3)
__L_VASNIVG MACKINt (3) —POTs SCULLERY SINK (4)
DISWASUR (2) WASH SINK ZACK SIT OF
FAUCETS (2)
_J.KI&Cg= SIM (2) —DINTAL LAVATORY (1)
KITC00 SIM VITV WASTE DOTAL UNIT OR CUSPIDOR (1)
Galan (3)
BIDET (2) URINAL STALL, WASHOUT (4)
.nMIVsRIK SINK (a) .mPONSINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
VRIV&v PMNWAL* M11-= JET DRINKING FOUNTAIN (1/2)
BLVJM (2)
JAVA"RY9 LhRSZR/21WTT ��ICZ MAKER (1/2)
SON (2)
Susams 2111K (3) _LAVATORY, SURGEONS (2)
_.;ACUZZI (2) URINAL STALL. WASHOUT (4)
TOTAL nXIM VVITS 2��'�54 $20-00 U(X
JOB IWOMTIW
Sri NANCIA%.PRINTING C">~
Commencement
(PAIEPAPUt IN CUPUCATC)
To whom'It may 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 Statute#, the following information Is stated in this NOTIdE
Or COMIaNCEMNT.
C?L/
Description of property ---4-
----------------------
---za/- - -------
According to plat thereof recorded in plat book.��? pages
- - ---------- - -------- ----
;*F-iEe current-public-records-of------------------------- ------------ ----------
General description of improvements ----------------Duval-County--Florida
-------- ----------- -----------
Construction of Single Family Residence with Garage on concrete slab
--------—----------
------------------------------------------------------------
Centex Real Estate Corporation
Owner --------------------------- ----------------------------------------------------------
6620 Southpoint Drive Suite 400 Jacksonville Florida 32216
Address
Fee Simple
Owner's Interest in site of the improvement ---
Fee Simple Title holder (if other than owner)- ---------------------------------------------------------------
Name ------—-----------------------------------------------------------------------------------------------
Address --------------------------------------------------------------------------------------------------
st'ime as owner
Contractor ---------------------ft-------ft-------------------------------
Address ----------------------------------------------------------------ft------------
Surety (if any) ---------------------------7-----------------------------------ft-----------ft---ft-----------
Addiess ----------------ft------------------------------------ ------Amount of bond $--------------
Name and address of any person m2king a loin for the construction of the improyemen.ts.
Name --------------------ft----------ft-ft-----------------------------------------------------------
Address —--------------ft-------ft----------------7--------------------------------------------------------
Name of person within the State of Florida, other thin himself, designated by owner upon whom notices or other documents
may be se�yed:
Name -LEI�.�S)j2olitah Title.&
-.9 --------------------m-------------------------
6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216
Address ---------- ----------------------------------------------ft-----ft---ft-----------------
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notica as
provided in Section 713.06 [23 [b], Florida Statutes. (Fill In at Owner's option),
Name ----------------------------------—-----------------------------------
Address -------------:ft----------------------------—------
Nov 20 S5 6: 02 FROM MOLMES LumBER TRUSS
71 44k
im.
CZ)
b6
z
-.4
40 ' 8 o
t4s- 5
cl e
a S
1995
Ing
61' 0 Z o n'
Iq-OU& 15-22011 LOT 94 / Tj 1 37'0' COHN ABC THIS aws MIT TEO BY vam
cs); TOP CHORD 2x4 SP 02 N PROVIDE UPL "Gs SOCI
DOT CHORD 2x4 SP 02 N UPLIFT IF111: 500 640 2ft
(S) WEDS 2m4 SP *3 GAG.LOC T : 0.00 26-42 36.71
TRUSS DESIGNED FDA 200 MPH WIND 15 00 FT REAM HEIGHT
u.j WITH DEAD LOAD OF 6.00 PSF (TOPI A6 5.00 PSF (BOTTii4.
(D DEFLECTION CRITERIA IS L/360 LIVE AND L/240D TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TAWS MAY NOT BE LOCATED
CE WITHIN A 0.500' END ZONE FROM EDGE OF THE PAW.
EL (A) IX4 'I* BRACE. SANE GRADE AS WEB MEMBER. ATTACH WITH ----------------------------—--------------------------—-----
ad NoaLs a 61 a.c- e"crw mATEAM TO BE SUPPLIED BY TYPICAL SIMPSON OR COUAL t1PLIFT/HAHGEA REQUIREMENTS
ERECTION CONTRACTOR. 10-Gravltv H-Uplift
------------------- ---------------------
A RIGID CEILING CA CONTINUOUS LATERAL fiWING AT 24.00' O.C. 999 UPLIFT Nxm NUN HANGER 111616
NMI Of PADPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -456*(JaCke On1vI 1 MS26 - '1 27510 -IM009d
NTS12 - -10006 1 HUSM - s 33150 -6550f i l6d tply
SHIM ALL SUPPORTS TO SOLID BEARING. UTS12 -2000#(2 Eachl I 14HUS48 - 0 4n9l -$6600(to'd eply
OTT286 -3786# 2 Each 110431 MM48 - # 5160# -2000:116d 2ply
MIT288 -4465012 Eacm 1601 HM48 - 4 66400 -2199 Sod 2ply
NS760 -4609.0 rer,, IV) I NGUS46 - # 9MO -26W 6d
V :If 2ply
CS150 -1650 ac I I HGUSS.5- +113350 -3945 116d 3ply
---------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
20'6" + 16'6"
5X5
(n
Ln
3X4 xa-
P
3X5
C)l 1.5X3 1.5X3
(A)
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C-3 R=14920 W=3'8 R-1778# W=3" 11-5140 W=3"8
CS)
a) T T03-ALPINE- REV. 17.3t KQ E2t197
OESIGN CRIT-TPI QjY I 70TAL I k 2.JMZ
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CS) XX 114PWT ANT I(N smt so a iwwowum so w WARNING w w4km mcitem we F
cu % P"
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0 -%Pl* E&WISCISM AM ONO Or NWA WV. Wn 960140"IN WWAFftT6.WWESS 0*~K XMCAWQ 140
z A446 �.490 PI At AQI#S. AM V CKOWC111116 40 CA04 VACE Or 00"OftL Or LAWOM41'ANOWN OFIT"nm"
UNISS^A WAM SUILIMISE LKAM0 ON T046 DISMAL POSIV90H LV ATIMCF90 PLY60M SKATIONS. W14401 Caoft BC LL 0.0 PSF HSK ------
c"04c"m no 0a"j%ft M 156 a MA-f-CF*M STMAN" 113111 PNW^V AIIISM11 NJUD CEILM— &ff STME OF
Ewa%"IWA01%KAINA ~&fA*A W ME,4 WI. #A EW919 *11 &PIK V~C^ VVIIATF D/I~ 0111104ft T.L.O. 47.0 PSF /A I N. 37,:E-0
IN 0�V. AND 601 61 OWLIft 1~01 00"VIWS WAV W-W FAC. 1 .33
KPACINC. 24.0- IT,,., —§p F�c
FOR 10 A LE
r,A
NA 04 1"$aft"Its Am NS to toe cumpo*m WpIcIrp
4�41w� �. 1.41 �'.. --I—
JOD: 15-35211 LOY 94 1 T10 37-0- Cft RQC Tom DWG. mEP"*0 m �w m g
im I TTEQ 01 VMS Wn.
Ev) TOP CHORD 2x4 SP 02 N PROVIDE UPL FT CONNECTIONS AT ftlloff 129, Sww
BOT CHORD 2x4 SP 02 14 UPL If I & 540 660 200
NEDS 2x4 SP 03 SAG.Loc T 0.00 26.42 36-71
TAVSS DEStGN1E0 FOR 100 KOH WIND t5 00 FT 14EAN HEIGHT
W11H DEAJ) LOAD OF 6.40 PSF ROPI Ai6 5.00 PSF ODTIVNI-
Q) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOIAL LOAD. ENCLOSED OR FULLY OPE14 BUILDING. THl$ TWJSS RAY NOT BE LOCATED
Cc WITHIN A 11.501 END ZONE FROM EDGE OF THE ROOF,
[L IAI 04 '7' OWE. SAME GRADE AS WE13 MEMBER. AtTAC4 HIIH -------------------—-----------------------------------------
84 NAILS 6 6' D.C. BRACING MATERIAL TO BE SUPPLIED 13Y TYPICAL S144PSON 00 EGUAL UPLIFTAHANGER PEOUIREMENTS
ERECTION CONTiRACTOR. M-Greviky (-$-Uplift
A AIGIO CEILING OR CONTIMUOUS LATERAL BRACING AT 24.00- D.C. NNW UPLIFT **IT NNW HANGER NNW
MUST BE PAOPERLY ATTACHED TO THE BOTTOW CHORD. H5 -45S#(Jacks, Only) NUS26 - 275if -1296f Iplyl
HIS12 -10006 "US26 - 33150 -t5500 16d 1ply)
SHIN ALL SUPPORTS TO SOLID BEARING. 0*649 - 42990 -0600 10d a-
MTSIP -2000# E oly
I 6d Y 1
14112M -37860 h Hod I MW48 - 5$800 -20000 1 bi
2 Eac Iffirl 1 HOUS48 - 66400 -2199# 100 2ply
MIIM -.4.5.1 Nac,� 1
14ST600 -49980(Par 2ply) 1 HGUS48 - 83000 -26500116d 2011
CS150 -1650#(Each) I HGUSS.5- +11335# -394511 Ifid 3ply)
-------------------------------------------
REFERENCE HOLMES LUNKA DETAIL SHEET FOR UPLIFT/HANGER DETAILS
20'6" -1. 16,6,
5X5
(n
Ln
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3X4
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R-14030 W=3"S R=17470 W-3" A-6330 W=3"B
Ln
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PL Ty MSIGN CRIT-TPI OTY - I 7Q7AL I WV, 17.3t E�!tj?'16 7
AL
ALF114 911GO&C"A PAWXTS. PC. 1"im"KINAIN,FKWK CAM 11/20/95 TC LL 30.0 PSF F
(9 K*I WORT ANT*If sm"Im w rnpahuftf no A" ARNING IN HANKIML tAICTION AM
C%j PIVIAT IBM Moo SHM 41[$3610 04 tt*ff 906M IrAIFIlift CRAMIT 911ACIR10. BU HW93 " T14.Stt TONS CISM to,,, ITC OL 7.0 PSF ATE 11/20/195
:> f4ft0ft 90 @M0 b4t 1114013,IN COOMMINIE WIWI OVIN W VPI. FOR AWTIOMAL WC301.K-010MANT V*&4WQ IN
^PIK Co*&C #M&W OF 20"*a V. PEft RUJIM AnIk WNUMME. W&M 01144WWW, 3401ITCOM W ac OL 10.0 PSF *6
0 *Ad@ CA 0 01001 "kVED Oft V 0"Witleft 10 1 AW FAU or &Oft 04MA me tATEft%Ltv&UNA wIT"PRSKA
z IWAS AND WlR4U 11TWIVININ M4990 ION IMF$OFS14% P0531 ION LV&TIM"ft"Imb V-6AMIAM M104 Cum BC LL 0-0 PSIF
C1049000 PIR WOKIWA IN. 014& 16"-f. M21860 SAAMOM 111141 NIMMI A1100"111819 CFU 06-- Iff N �-0-0
7
4 SIATE OF T01I.L.D. 47.0 esf /A LEN. 37-0-0
CONOV"RIAPPLICAMIL Pow"516" me%W2. w ermumn-1 Jw PTIC e(CMIC&L W4XIC of wo" fm"MR
0 a 0
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,,, ;�I:$
0 V00% am RE OIL'to W-W in A"eu*""I amI;"-*IMF Tomm CMCI low 0wm^t1Iw%. SPACI PFC
vFV"Pt An _tm_- ....
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It 11
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.8.9
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ob: (5-35211 LOY 94 1 '111 37*0' CONN ABC --7t!ls PREPARM LRGH ITEM ITTEO, aw TRUJI wa
IT- 00-1- My*ft&ffaw sac)
m! TOP CHORD 2x4 SP *2 N PROVIDE Ff CONNECTIONS"AT BEARINGS
DOT CHORD 2*4 SP 02 N UPLIFT
WEBS 2K4 SP 03 BAG.LOC 26-42 36.11
0 , 71, OV 640 201,
TRWS DESIGNED FOR JOG MPH "IND 15 00 FT HEAR HEIGHT
uj WITH DEAD LOAD OF 5.00 PSF (TOPI i46 5.00 PSF (0011W -
0 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY WEN BUILDING. THIS TRUSS RAY NOT BE LOCATED
cr W I THIN A 0.500' END ZONE FROM EDGE OF THE PAW-
D- (A) IX4 *I' BRACE. SANE GRADE AS WEB MEMBER. ATTACH WITH ------—--------------------—-------------------- -----—-----
Sd MAILS & V D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EOUAL UPLIFY/HANGEA REQUIREMENTS
ERECTION CONTRACTOR. I#)-Gravity (1-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACINGQ AT ?4.00' D.C. *me( UPLIFT ox" m*p HAMMA HAS
biuST BE PROPERLY ATTACHED To THE BOTTOM CHORD. H5 - -455p(jacts only) I MOWS - * 27510 :1296# 1p Y
HIS12 - -1000* 1 HUS26 - a 33150 65500 16d 1ply
SHIM ALL StOPPORIS TO SOLID BEARING. HTS12 :2000# 2 EwIl I HHUS46 - 0 4299f -&6600 W 2ply
Of T2861 37860 2 Each A Odl I HHUS48 - 4 SOSO# -20000 Ofid 2ply
MIT286 -4455#12 Eachl 116d)l HMS48 - 4 6640# 20998 100 2ply
HST69 -4seep er ?Ply) I HGUS46 - * 80000 :26500 fid 2ply
CSISO 2650f lacell I HGUSS.&- +213350 -39450 116d 3ply
REFERENCE HOLMES LUMBER DETAIL SHEET FDA UPLIFT/HAWAR DETAILS
20'6" &i 16'6"
5X5
En
3X4 xe-
P
3X5 1 .5X3
C> S.5X3
X,
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6 P"
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0
1—' 37'
R=1492# W=3'8 R-1778# W=3" A-5140 W-3"8
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TA T33 0 2tP7
PO,nTY .-ALPINE OESIGN CAIT-TPI 9TY I 70TAL I &V. 17.3t KALE 1667--
Now$fatm FCWK Cox 11/25795 TC LL 30.0 PSF F
I MPOAT AN T 1(11*'wt',m'at =ww"'m 'tsm' &t'wc* WARN I NG si, waL m cmm ism me C F
ftriall"'sm 11116 IXSVw CA k*u wmirIcAllam "My 101cm. RE"Wits 1w wq. SH was msm &%4441 4" TC DL 7.0 PsF ATE 11/20/95
Fn
:> f Ammer I Sall V fit Wr.%N C00100MAN VIRTH 9041"OT IN rM"Bill KOW IFECM KANW1411 ~104 ft
A1010 C.&MCISM IM OMM or k*U G&W. Sna KCISAG"IN ft0KJ*bf9.UWEM CON4100151 JOSKAUCk UP OL 10.0 PSF
0 "46 OiM POWL K LAIES04T WPM IFITH PJW"
MSK
z 14M 0:WSXSS SUIL00164L MAUS ON 184f.D1Swk pwillow tv A1100wo ftywom SKATIMAL so @04 Clem BC LL 0.0 PSF
foo- EIA ELEN-P3 -0-0
EC
CWMCWM FqP OWAJ#�U M 150 9 MWA4.CESM 11MOMM MI.ffalM..1410"01
Cti STAIC OF 47.0 psF
/A LEN. 37-0-0
two"KOM KAN" ~9slow w 005 G W1. "ewlwm*s aesw %~C^ ow"Tt #)/I~ ra%pooft"
9.1 bJA.fAC.
wft 04 inn*%"It*&-ftms to vw Compo*m Sri-Mro HF66 QWW" MK IUAMAN. rk*&*"A C01"40 1666 1 .33
Its ov.W. P@0 Sesfts WN 401 PIK ItS%V"M AW 070r0k WAV orsIG"vo 141C MAM comem"cc
I .— � 4�. l -101v- -ftv��fflcjf- ISF�ACI NG 24.0 PEC
Job: (5-35011 LOT 94 / T10 37'0' CQM Fk9C Toys PREPAREQ FO 51P"EO By Imss wn,
0 TOP CHORD 2x4 SP 02 It PROVIDE UPLIFT CONNECT100"NSFIAMWAS M01h2leirliM991 Sac)
0 BOT CHORD 2x4 SP 02 N NPLIFTC t . 540 660 2M
SGTO F1
T
WEBS 2x4 SP 03 0.00 26.42 36.71
YAMS OEStGNEO FOR 100 MPH MIND S5.00 FT MEAN HEIGHT
Lij WITH DEAD LOAD OF 5.00 PSF (TOP$ AND 5.00 PSF 18Dtf6i) .
0 IDEFLECTION CRITERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. ENCCOSE0 OR FULLY OPEN SUILOING. THIS TRUSS RAW NOT BE LOCATED
Cr WITHIN A 9.50- END ZONE FROM EDGE OF THE ROOF,
CL tAl JX4 '7' BRACE. SAME C41AM AS WER,MENKA. ATTACH VIIH ------------------—-------------------------------------------
ad MAILS 9 6' O.C. BRACING MATE AL TO BE SUPPLIED BY TYPICAL SIMPSON 00 EQUAL UPLIFT/HANGER REQUIREMENTS
EREC71ON CONTRACTOR. P.)-craviky (-l-Up)1ft
A AIGIO CEILING OR CONTINUOUS LATERAL OWING AT 24-00" D.C. *-.a UPLIFT X* NNW HANGER NNW
NUST BE PAOPE14LV ATTACHED TO THE BOTION C+fORO. H5 -45Sf(Jbc:9 only) W626 - * 27510 -12860 1 00 Iplyl
MTS12 - -10000 M926 - s 33150 -0500 16d Iplyl
SHIN ALL SUPPORTS TO SOLID BEARING. NTS12 - :2000: E 11 I'll - 11# -t6600 10d 1
E:�
M112M : 3786 ch, 110'a 11 KM48 - 51800 -20DO01 16d 2401 Vi
14112M 4455#1 Each 116id I HGUS48 - 6M0 -21990 100 2pl
14ST60 : -4689:(Per 2plyl 1 NGUS48 - 4 @GOOR -26500(16d 2pl V
CS150 -1550 (Each) I HGUS5.5- +113350 -39459116d 3plyy
---- -----------------------------------
REFERENCE HOLMES LUMBER DETAIL 514EET FOR UPLIFT/HANGER DETAILS
20'6" 16'6"
Ln
(n
D X5
cy- 3X4 X5
1 .5X3
ui 3)(5
1 .5X3
(A)
X5(A 1)
3X5(A 1)
rI 3X4 3mXb 3X9_
2 2?4
X4
26'8' 10'4"
;Mo.! 37' 1 -
U- -V
R-14030 W=3"8 R=17470 W-3" A=633f W-3"B
Cu
Ln
cn TAI.-TT43 0. 26191
PL Y .-ALPINE OESIGN CRIT-TPI OTY - I 701AL I KV, I 7_,.3L REALE LL667
SoOL&C thalw"m "mi"s. PC. fRUMN MUM FKWVE CMW 11/20/95 TC LL 30.0 PsF FIEF
K K I K%RT ANT it m""L mat mr arpowastc rm Aw WARNING tu mmum eamim *a IC
on"v mucm. su"wi" "In.set TRis cissm TC OL 7.0 PsF DATE I I/22/2L
#A%4ft $0 OMD"TWJM 40 CCWQM"U IrAt""IN W V01. FW%ASHTIONAL WMAL PFFMMOI 2M"W F& V_
:> AVINE CG"CIORS U9 MAK CF N"Oftf. PER MLIIM"TO WMAERVE. W&M OTH"WaK IMICAff[L Wr OL 10.0 PsF
0 444 GO 0 fMX I AS bVE0 *VLV 00"918ft 10 CACH FAU Of 0040 WO&A IK VATtANUN OU"RtT"P*%K* z I-
z 0-0 PSF
INVISS AND WILILL sTsemom&OZA%e am rwr BC LL
t .01916K P053VION Lv ATI*Vft F%"ON"AMIAM W 00,4 cam a :
cmdec"m PLO aftwit"I". me 9 15".f. arsism s""B"m WIN pmpfft I AIIACKO OWN Celt we- ug SIATE OF 47.0 psf /A LEN. 37-0-0
cewo"ftfmfttCAK1 Pawsle"OF MR 6 Wi. Am ffm"a" luptts KCMXAL"-"%C 0/1194 "m p"Ka - 1.-,- mT01 L.C. �a �
CANAM APPLIES it TW CCHPOW-M 08"CUs WK O"w" &-ft ItATIC".#404ISH A ca"m Tw& F AC. 1 .33
3H%L d0I K K-LIED k~A"&%V O"A"T wata" lot Tftm"KCI Sam com"14C C
R* ISPACIM 24 T
-go. NAIr lmob%nt -ng - V"I 14ATI&M SM8014 SKMWARM r6*MUD C"STNAft: - -0 TYPE C_
NOV 20 ' 95 8: 02 FROM HOLMES LUMBER TRUSS PAGE . 002
71 4
65 '
ro
CD
SIB"
4'1
9 40 8 10
L/
qw-og; t5-Mll LOT 94 / I 11 3 7'0' QMN IROC - - THIS OWG 11 PREPARM FROM COWUTED I I 11tEO By T&M WA
to TOP CHOW 9X4 SP 02 N PROVIDE UPLIFT COHWCTIONS AV' BEARINGS dg%CkA?ffttiW W
99T CHORD 2x4 SP 02 h UPLIFT - 640 2"
WEDS 2414 SP 03 8AO.LOC IFLUTI- 0V 218-42 36-71
TAM OE91SWED FDA 100 MP" WIND 15 00 FT KEA" HEIC441
WITH DEAD LOAD OF 5.00 PSF (TOP$ A6 5.00 PSF (BOIRA -
DEFLECTION CAITERIA IS L/360 L-lVf AW L/240 TOTAL LOAD. ENCLOSED OR FULLY WEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
cc WITHIN A 0.500' END ZONE FROM EWE OF THE P".
(L (A) lX4 'T* ORAM. SAME GRADE AS WEB REINDER. ATTACH WITH -----------------------I----—--------—----------------------
Be NAILS & 6" O.C. ORAMAG MATERIAL TO OE SuPPLI9D BY TYPICAL SIMPSON OR EOUAL UPLIFY/HAMEA REQUIREMENTS
ERECTION CONTRACTOR. 10-firavity (-1-U01ift
A RIGID CIEKIING OP CONTINUOUS LATERAL OWING AT 24.00" O.C. aito UPLIFT #*A NUN HANGER on*
MUST BE PROPERLY ATTACHED TO THE BOTIO34 CHORE). H5 -4550(Jack$ Orgliv) HUS26 - * 27510 -1?960(lad ip v
MTS12 -10000 1 HUS26 - # 33150 -i5w#06d tply
S"114 ALL SUPPORTS TO SOLID BEARING. HIS12 I HHM46 - 0 42994 -S66W(ted' g1V
-2'00 '2 m
UTT288 37860 2 00d)I HHUS48 - 0 52800 -2000f(I W ly
MIT268 -445511 fachl t)jSd$j HMB48 - 4 66404 -2199414ted 21PIVI
HSTGO -46990 ell 01Y I HGUS46 - # 6000a -2650#0 11fid 2ply
CS150 -16500 cpacill I HGUS15.5- +i s33SUf -394591160 3AIVI
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
20'6" 0 F -
DAD
U)
3X4
3X5 1.5X3
$.5X3
(A)
6 p;- X5(A0
cn
LU 3X5(A 1) 2*
t�3
3X4 3xg 2
X
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28'8" 8-4-
37'
C-3 R=14920 W=3"S R-1778# W=3" A-5140 W-3*8
tn
(n ,- TA� T 3- 0: 26?7
. - PL Ty ALP I!& OESIGN CRIT-TPI OTY I 70TAL REV. 17.3t EAL
"miffs fftdlft FCWW Cox 11725795 TC LL 30.0 pw F
X 114PWIANTK It'SN'Ll o"'m W=1166'18LI oltift' "I've' OARNING IV wickmis, mclim, so F!
Tr
"Off @W30111. SEE"Wea,1w opl. of "as vku" Tc DL 7.0 PsF ATE 91/20/95
:> I'Am" to wig*Ifif own 101 coovenswe vim 41"m ev IN ron"111I Ic"a mmild, aavmql sw4ba SOL I 1�11
0 840,111F EOW"TIM moo 000111 *r&*M Mg. 5" 1014.114110"TO WIDADIFIAG."IM 916~06 MICAW4 WIN 6c OL 10.0 PSF ---------------
:00 CX00f AS JIM . Aft.10 ObbIT111111 40 CA04 1`61X Of 01M%ftL fX LAW01444V BPACM XfTH PICS41%
NMXSS 401411.11111*6i Lft*W8 00 It"IXSJM 1`111131LON tv 10101090 PLIfew SwAympa. be Sw C400 41 SC LL 0. PSF #4SK
cowlieft"r9ft ok"j%a m 120 a ~4-W11114001 In"Nomme 113%16 fo*Vkv allamm Noun Ctil.9443 STAVE OF v 47.0 pSF
TOY LD /A LIEN. 37-0-0
0 1 Iwo ®R
cwtow ow"Ift oc"Ll "OVIStaw w I"a w`1 AN C101111MEAR's ^,PIK 16~C^ WHIAM Willow "m
1=6066404 soft KS:5 14 campa*m wricilco#QFw aw"a" mrs-ICA41". faidomm"A ca" 1 .33'
is.��
we flc w9m mcom"90,046mom-
ING 24.0- lvvnc qpFr
C0 Job: 15-35011 LOT 94 / TIO 37*0' BBC THIS Dwa, MOWEO FO NSIONS1 SUBMITTED
TOP CHORD 2x4 SP 02 If PFAWIOE UPLIFT CONNECT[ ffilsissoLiNvuelog (199t SOC)
Ca BOT CHORD 2x4 SP 02 K UPLIFV (Lej: 540 660 200
C9 NESS 2x4 SP 03 BAG.LOC (FTJ: 0.00 26.42 36.7t
TRUSS DESIGWO FOR 100 MPH WIND MOO FT MEAN HEIGHT
N 11#1 DEAD L4DAD OF 5.00 PSF (TOP) AND 5.00 PSF JbDTfOM) .
(9 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD- ENCLOSED OR FULLY OPEN BUILOING- THIS TRUSS MAY NOT BE LOCATED
CE WITHIN A 11.50' END ZONE FROM EDGE OF THE ROOF,
(L (Al IX4 "7' BRACC. SAME GAAOE AS WEB MEMOER. ATTACH 011H -----—------------—------------------------------------------
Eld NAILS 0 6' D.C. 6RACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON 00 EOUAL UPLIFT/HANGER REOUIREMENTS
ERECTION CONTRACTOR. to)-Graviky (A-Uplift
A AIGIO CEILING OR CONTINUOUS LATERAL &WING AT 24.00" D.C. *um UPLIFT x*n KNO HANGER Nm"
i*UST DE PROPERLY ATTACHED TO THE BOTION CHORD. H5 -4550(iseike Only) MUS25 - 1 27610 -1mollod iplyl
MTS12 -IOOOs I HUS26 - 0 33650 -0500 1 16d fplyl
SHIN ALL SUPPORTS TO SOLID SEARING. MTS12 -200"12 Each$ I HHUS48 - 4 42990 -J6600110d 2oly
9112M -3M6#12 Eachl 1fOdjj HHUS419 - 1 5$800 -200010(16d aply
1411286 -4455f 2 Each 116dif HGUS46 - o 6640: -219901100 2ply
14ST60 :4688#(Per ?ply$ I HGUS48 - 4 8000 -26500 f6d 2plyl
CS150 1650#(Eachl I HGUS5.5- +113350 -3945 6
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
-20*6" t6*6'
Ln
Ln
:3 X5
Cy- 3X4 X5
1.5X3
ui 3X5
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0- 2 4
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LL
A=1403# W=3"6 R=1747# W-3" A=633# W-3"B
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P0. Tyk-ALPINE OESIGH CRIT-TPI -QTY - I 707AL 3 REV. 17.3t , AL -M667
ALMS&W."Me mmaTs. INC. HUMN KINAN FKWOE C*X 11/20/95 TC LL 30.0 PSF F
x I MMRT ANT Ii N POLL MA ME WSPOSME M M1f WARNING Is, mwpa owim m �F F
C91 CRIAT DRICM. &M tKO-03 M TPI.Md.TOO$04sm TC OL 7.0 PsF ATFE 11/2019-5
us
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0 -----------
z 4 46 GA 0 11001 &a bVED m0ftV V*mKtToft 10 1"m FAM of Dow SwAl BE&AT"Ki I 10"as*91"043KA 56M
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of"0:.1= I FAC.
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---lpc - iAiss Pkayr ioseawm- W.A - bwl-MAT10"m fAr.sm-4 PACING 24.0' YPE
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Job: (5-3501) LOT 94 / TIG 8' GABLE --- THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA
TOP CHORD 2x4 SP 02 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
SOT CHORD 2x4 SP 02 N
WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THIS GABLE END WILL SUPPORT UP TO OVERHANG ALONG THE TOP
UPLIFT (LB): 200 200 CHORD. REFER TO DRAWING GE-001. GE-002. OR 876. 719 FOR STUD
BRG LOC (FT)' 0.00 7.71 VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO
UPLiFT BASE2-ON tO.00 PSF TOTAL DEAD LOAD. TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING
WIND SPEED 100.00 MPH. MEAN HEIGHT - 15.00 FT. DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE
ENCLOSED OR FULLY OPEN BUILDING (SBC) . RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO
-------------------------------------------------------------- SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE.
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(+)-Gravity (-)-Uplift FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED:
------------------- - ------------------------------- FOR VERTICALS LESS THAN 4*0": J.5X3 ALPINE. 13 WOODLOC.
Xxx UPLIFT m** I **X HANGER *** FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE. 23 WOODLOC.
H5 . -455#tjacks Only) I HUS26 + 2751# -1286#( Oa 1p y
MTS12 - -JOOO# I HUSS218 + 33150 -1550#(16d 1ply)
MTS12 - -2000#(2 Each) H U + 4299# -1660 100 2p 1 y)
MTT288 - -3786:(2 Each) (Iod HHUS48 + 5180# -2000:116d 2ply)
MTT28B - -4455:12:EaCh) (16d) HGUS48 + 6640# -2199:110d 2ply)
MST60 - -4688 P r 2ply) HGUS48 + 8000# -2650 16d 2ply)
CS150 -1650 E c ) I HGUS5.5- +11335# -39450(i6d 3ply)
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL
DESIGN. CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS. AND
ALL TRUSS TO WALL CONNECTIONS.
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
-4' -4'
T 3X4
7 6 P;-�
0
ru 2X4 (DI) X4 (01)
GO 8
8'
X3 (Dfl 2X3 (011
R=376# W=3"8 R=376# W=3"B
TAG T1 SEQ: 14195
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL = I REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTRE14E CARE
*IMPORTANT*)(SMALL NOT BE RESPONSIBLE Fo'R ANY' WARNING IN HANDLING. ERECTION AND 11/17/95 TC LL 30 .0 PSF REF
DEVIATION FA004 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIO-91 BY TPI. SEE THIS DESIGN "%
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE TC DL 7 .0 PSF DATE 11/17/95
ALPINE CONNECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMCNTS. U#&ESS OTHERWISE INDICATED. Top E3C DL 10 .0 PSF DRWG
A446 GA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 0 .0 PSF RK
TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL
CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN 57ANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STA OF TOT.L.D. 47 .0 PSF O/A LEN. B-0-0
CONFORM W/APPLICABLE PROVISIONS OF MOS& 7PI. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPL ICATION. FUM41SH A COPY OF THIS 0 1 IDUR.FAC. 1 .33
IN ONLY. AND SMALL NOT K AELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS EAECTION CONTRACTOR.
m--tPI - TRIAN Pi ATF INSITTIMF Nm - iqqi NAYmNAt nFqm��Ttnk-rmn -1 IqPArTNr P4 n" ITVnC nr,A Ai
Job: (5-3501) LOT 94 / T1 8' COMN GIRDER THIS OWG_ PREPARED FROM COMPUTER INPUTJLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS, INOICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 280 280
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 7.71
TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
-----------------------------------------------------------
THIS GIRDER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT (+)-Gravity (-)-Uplift
FROM OTHER SIDE. ---------------------------------------------------------------
*:x UPLIFT **x I *K* HANGER x**
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 455#(Jacks Only) I HUS26 - + 2751# -1286#(10a 1p y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 3315# -1550006d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(100 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT28B - -44550J2 Each) (16d)l HGUS48 - + 66400 -21990(10(1 2ply
MST60 - -4688# Per 2ply) 1 HGUS48 - + 8000# -26500(16cl 2plyl
CS150 - -1650#(EaCh) I HGUS5.5- +113350 -3945#(16(3 3PIY)
--------- --------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
-4' -4'
4X
T
2X4 (A X4 (A I)
4'3 u
2X4
8'
B'
R=819# W=3"8 R=819# W=3"8
TAG T� SEQ: 61441
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY I TOTAL - I - REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 11/17/95 TC LL 30 .0 PSF REF
)(KIMPORTANT)(M SHALL NOT BE RESPONSIBLE FOR OkNY* WARNING IN HANDLING. ERECTION AND
DEVIATION FF*M THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 11/17/95
,jus 6
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTaS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE "�S .,11
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
'RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C14GRO x 5606 BC LL 0 .0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM K/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/gil FOR PROPER STATE OF ITOT.LD. 47 .0 PSF O/A LEN. B-0-0
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 Rjolj�
114 ONLY. AND SHALL MGT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR [quR.FAc. 1 .33
rN 'Pt
-TPI - TrAKS Pt 4TF YN-.;TIYLJTF NDS - 1991 N4TTQN�, nFSTr." ,r1F1rATTnN-11 r.TNr, '.;FF ARnNIF lTvnr7 rnMN
Job: (5-3501) LOT 9A / T2 21'0* HIPS 7'0" --- THIS OWG._PREPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS1 SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS, INDICATED. (1991 SBC)
BOT CHORD 2x4 Sp 02 N UPLIFT (LB): 820 820
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REGUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C. -------------------M-Gravity-H-Uplift----------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xx* UPLIFT m*m 1 0** HANGER *mx
H5 . -455#(Jacks Only) I HUS26 - + 2751# -i286#(lOa ip y
MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 20y)
MTT28B - -3786#(2 Each) J10d)l HHUS48 - + 51800 -20000(16d 2ply)
MTT286 - -4455#(2 Each) 06d)l HGUS48 - + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 200
CS150 - -1650 1(Eac h) I HGUS5.5- +11335# -3945#06d 3ply)
--------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
21
7' 7' 7
5
5X5 3X4 5X
T 11::
rr) 1 .5X3 /\>I .5X3
6 P;-
rn 3X6(A i) �U6 (A 1)
-4n
3X7 3X5 3X7
21
21 2-
7' 7' 7'
R=2035# W=3"8 -157# -157# R=2035# W=3"B
TAG SEG' 26168
PLT. TY ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.3t SCALE =0.2500
ALPINE ENGINEERED, PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 11/17/95 TC LL 30 .0 PSF REF
I MPORTANT X)t SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION A140
DEVIATION FROM THIS DESIGN OR THESE SPECIFiCATIONS, OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH QST" BY TPI. FOR ADDITIONAL SPECM PERMANENT 13RACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORWG
A445 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHEAWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF MSK
STATE OF
CONNECTORS PEA ORANIkGS 130. 15Q & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE z 47 .0
CONFORM N/APPLICASLE PROVISIONS OF NOS& IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER TOT.LD. PSF O/A LEN. 21-0-0
t IN 1545
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO DUR FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CDNTAACTOR. �:T
0--TPI - TRU%S Pt ATF INSTITOTF NOS - IQ91 NATTONAI f)F�TrN�01r.jlfr-InN Frn�j !SPA�T G SFF AROVF lTvr)p h i n-,
Job: (5-3501) LOT 94 / T3 21'0' HIPS 9'0" THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS- INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 470 470
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24,00" D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
M-Gravity H-Uplift
*Mx UPLIFT x*x I %*N HANGER x**
H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#hOd 1p y
MTS12 - -1000# 1 HUS26 - + 3315o -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT28B - -378i6#(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply)
CS150 -1650#(Each) I HGUS5.5- +113350 -3945#(16ci 3ply)
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
9' 3- —9.
4X5 (R) 4X
T1'.SX3 1 .5X3
m
6 C;-
3X4 (At) 3X4 (A i)
m 3X7 3X43X4 '�F
2 1
1-2- win 21 2-
R-i140# W=3"B R=1140# W=3"B
iTA T4 SEQ: 26 7
! PLY.-TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL - I - REV. 17.3t SCALE -10.600
ALPINE ENGINEERED PFIOOuCM INC. I AUS SES REQUIRE EXTREME CARE 11/17/95 TC LL 30 .0 PSF REF
**IMPORTANT**SKALL NOT BE RESPONSIBLE FOR ANY WARNING 114 HANDLING. ERECTION AND ,%I
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY IN, SEE THIS DESIGN TC DL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD THE TRUSS IN CONFOR14ANCE WITH OSTSB By TPI� FOR ADDITIONAL SPECIAL PERMANENT BRACING ACE
ALPINE CONNECIORS ARE MADE OF 20GA GALV. STEEL MEETING AST14 QUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG
A446 CA 2 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606
IAUS$AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0.0 PSF MSK
CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATIACHED RIGID CEILING -- SEE OF 47 .0 PSF O/A LEN. 21-O-o
'ME 7//g STATE TOT.LD.
A I E I I ' FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY F ORI
..C' ON C THIS
t IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS:EAECTION CONTRA I R,
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
$ T— IDUR.F AC. 1 .33
�TF INS111toF Nn-,; . 1991 NATTONAI nrSTrN�prr.iryrATTnN rrn--rn—Tr.—TI 11;Pk C TNs ?4.0 lTynr-- h i n�;
Job: (5-3501) LOT 24 / 14 21'0" FIUK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
: TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
; BOT CHORD 2x6 SP 02 N UPLIFT (LB): 690 690
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71
TRUSS DESIGNED FOR tOO MPH WIND. 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
M-Gravity H-Uplift
SPECIAL LOADS ---------------------------------------------------------------
-------------------------------------------------- MXX UPLIFT **x I *** HANGER xx*
TC - From 74 PLF at -2.13 to 74 PLF at 23.13 H5 . -455#(JaCkS Only) I HUS26 - + 27510 -12860(100 1p y
BC - From 80 PLF at 0.00 to 80 PLF at 21.00 MTS12 - -1000# HUS26 - + 3315f -15501(16a 1ply)
MTS12 - -2000#(2 Each) HHUS48 - + 4299# -166OO(IOd 2ply)
MTT28B = -3786#(2 Each) (100H HHUS48 = + 51800 -2000#(16d 2ply)
MTT28B - -44550(2 Each) (16d)l HGUS48 - + 6640# -2199#00d 2ply)
NST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650006d 200
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16a 3Ply)
------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
10'6" 10'6"
4X5 (R)
T
M 1 .5X3 .5X
9
3X5(A 1) - 3X5 (A 1)
3X6 4X4 3X6
1-2- w1a 21 2'
F
R=1770# W=3"8 R=1770# W=3"8
TAG st TR SEQ: 26166
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY 8 TOTAL - 8 REV. 17.3t SCALE =0.2500
ENGINEERED PRODUCM INC. TRUSSES REGUIAE EXTREME CARE TC LL 30 .0 PSF REF
XIMPORTANT)(H S'hPLLENOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND 11/17/95
THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BY IPI. SEE THIS DESIGN "% "",
DEVIATION FROM BRACING. SEE HIS-91 TC OL 7 .0 PSF DATE 11/17/95
[FAILUAE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PEP34ANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALV STEEL MEETING AST14 QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG
A446 CA&EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606
TAUS$AND UNLESS OTHERWISE LOCATED ON THIS DESICK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD It BC LL 0 .0 PSF MSK
CONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF 47 .0
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI� AN ENGIMEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER TOT.LD. PSF O/A LEN. 21-0-0
LIN SH P OF H
0 AID
SEAL 04 THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. F I A CO Y T I DUR.FAC. 1 .33
I MEV(�9'
IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E lc;p A r T Nr �4 n" ITV"C- rnmm
TP1 - T.K1- TF TN�TIT(ITP tA - V01 NITTnN., n,�,� I '"'- ,,,I 1.11. 1_
Jot)* (5-3501) LOT 94 / T5G 8' GABLE THIS OWG. (LOADS & DIMENSIONS1 SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THIS GABLE END WILL SUPPORT UP TO OVERHANG ALONG THE TOP
UPLIFT (LB): 200 200 CHORD. REFER TO DRAWING GE-001. GE-002. OR 876, 719 FOR STUD
BRG.LOC (FT): 0.00 6.67 VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE
ENCLOSED OR FULLY OPEN BUILDING (SBC) . RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO
--------------------------------------------------------------- SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE.
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity (-)-Uplift FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED:
------------------- ---------------------------------------- FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC.
Xxx UPLIFT m** *X* HANGER *** FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC.
H5 . -455#(JaCkS Only) HUS26 - + 2 751# -1286#(10d 1p y
MTS12 - -1000# HUS26 - + 33150 -15500(16d 1ply)
MTS12 - -20000(2 EaCh) HFRJS48 - + 4299# -166OO(IOd 2ply)
MTT288 - -37862 EaCh) 110di HHUS48 - + 5180# -20000(16d 2ply)
MTT288 - -4455 HGUS48 - + 6640# -2199:(10d 2ply)
MST60 - -46880 HGUS4a - + s000# -2650 (16cl 2ply)
CS150 - -16500 HGUS5.5- +11335# -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL
DESIGN. CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND
ALL TRUSS TO WALL CONNECTIONS.
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
4 4
T 3X4
7
Cu 2XC4 (D I) n X�4 (D I)
u io,
R=376# W=1 *4" R=376# W=1 '4"
TAG XX TR SEQ- 1420�000
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.2m SCALE zzo.
ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 11/17/95 TC LL 30 .0 PSF REF
IMPORTANT x*SHALL NOT BE RESPONSIBLE FO'R ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION& OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN %is TC DL 7 .0 PSF DATE 11/17/95
FAILURE 10 BUILD IME TRUSS IN CONFORMANCE WITH OST80 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE BC DL
ALPINE CONNECIMS ARE WAGE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. L*&ESS OTHERWISE INDICATED. TOP 10 .0 PSF DRWG
A445 CA 8 EXCEPT AS NOTED. APPLY CONNEC70AS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z 5606
IAMB AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0.0 PSF JRK
C0104ECTORS PER DRAWINGS 130. $50 6 16OA-F. DESIGN STANDARDS KITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORK N/APPLICABLE PROVISIONS OF NOS L tPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER STATE OF T.LD. 47 .0 PSF _O/A LEN. 8-0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF T.1 S o RIO IDUR.FAC. 1 .33
I-N ONLY. AND SHALL NOT BE AELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, INEEPFJ �
-IPI . TMAI Pi ATF INSTIT111F n,, . jqn, -T1...' -1 -1 1 "' '' .. -01 I-,PArTNr A n r.ARI
lob: (5-3501) LOT 94 / T 8' COMN THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUQMITT�O BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 240 320
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 6.67
:Rt Wedge 2X:6 SP 02 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
XKX UPLIFT x*m I xxx HANGER N**
H5 . -455#(JaCks Only) I HUS26 - + 2751# -1286# 10d 1p y
MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d iply)
NTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply)
MTT28B - -37860(2 Each) (10d)l HHUS48 - + 51800 -2000#(i6d 2ply)
MTT28B - -4455 0 2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#iPer 2ply) I HGUS48 - + 8000# -2650006d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#060 3ply)
---------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
—4- —4-
4X
T
X9
cli 6
2X4 (A fl X4 (A I)
4-3 10,
1 .5X3
6'8 1 -4"
2' 2
R=456# W=3"8 R=601# W=3"B
TAY.= T7 SEQ: 14204
PL TYP.—ALPINE DESIGN CRIT-TPI OTY 3 TOTAL = 3 REV. 17.2m SCALE -0.5000
**IMPORTANT)(*ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 11/15/95 TC LL 30 .0 PSF REF
SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANOLING. ERECTION ANO
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION& OR ANY BRACING. SEE His-91 BY IPI. SEE THIS DESIGN US C- TC OL 7.0 PSF DATE 11/17/95
FAILUFbE TO BUILD THE TRUSS IN CONFORMANCE WITH 09186 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENIS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG
A446 GA 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
IPIUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M 5606 BC LL 0 .0 PSF JRK
CONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY AtTACMEO RIGID CEILING SEE STATE OF T.LD. 47 . 8
CONFORM W/APPLICABLE PROVISIONS OF NOS G IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/91) FOR PROPER TO 0 PSF .O/A LEN. -0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RID DUR.FAc. 1 .33
IN ONLY, AND SMALL mat BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 IKE TRUSS ERECTION CONTRACTOR'
INE
t '--TP1 - Trki-jS Pt Alf i�tJAITONAF F�V.T-r�!InP4 FrQ wnri rn---Tin, ...... 19PACTNr, ?4 .0 jTvr-)r7 (,,nMN
Jot): (5-3501) LOT 94 /_T7G 37' STRUCT. GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
BOT CHORD 2x4 SP 02 N
WEBS 2x4 SP 03 :W5 2x4 SP #2 N: (A) IX4 *I" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
8d NAILS 0 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT (LB): 120 PLF A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
BRG.LOC (FT): OVER CONTINUOUS SUPPORT MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT 15.00 FT. SHIM ALL SUPPORTS TO SOLID BEARING.
ENCLOSED OR FULLY OPEN BUILDING (SBC)
--------------------------------------------------------------- THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND
(+)-Gravity (-)-Uplift ALL TRUSS TO WALL CONNECTIONS.
---------------------------------------------------------------
xxx UPLIFT K** I K** HANGER XKK MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.
H5 - -455#(Jacks Only) I KJS26 - + 27510 -1286#( Od 1p y BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS.
MTS12 - -10000 1 HUS26 - + 3315 1550#116d IPIY)
MTS12 - -20000(2 Each) I HHUMS 4299: --1660# 10d 2ply) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
MTT28B - -3786#(2 Each) (10d) U 5180# -2000#06d 2ply)
MTT288 - -44550(2 Each) (16d) HGUS48 + 66400 -21990(10d 2ply)
MST60 - -4688#(Per 2ply) HGUS48 + 80000 -26500(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
------------------------ -----------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
THIS GABLE END WILL SUPPORT UP TO OVERHANG ALONG THE TOP
CHORD. REFER TO DRAWING GE-001. GE-002. OR 876, 719 FOR STUD
VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO
TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING
DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE
RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO
SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. 20 '2" 1 16'9" 15
FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED:
FOR VERTICALS LESS THAN 4'0*: 1.5X3 ALPINE, 13 WQOOLOC. 5X
FOR VERTICALS GREATER THAN 4'0': 2X4 ALPINE. 23 WOODLOC. T 3XIO 3X4
3X5
6 p;;,- 3X5 W5 3X4 (DI)
3X4 (A I) _0Ar --3'Ab - -3,0,4-
==3 4 3X3
X12
13 1 A"8 23'0"8
5'6"
23'0"8
+7n
37'
R=750# W=3"8 R=794# W=3" R=91 plf W=23'
TAG T25 SEG: 14221
PLT. TYP.-ALPINE DESIGN CAIT-TPI OTY I TOTAL - I REV. 17.2m SCALE =0. 1073
AL INE ENGINEERED TRUSSE S REGUIRE EXTREME CAAE i 1/17/95 TC LL 30 .0 PSF REF
PLL PRODUCTS, 'Nc+ NARNING I N
xxIMPORTANT* BHA NOT BE RESPONSIBLE FDA ANY N ANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 13Y TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 11/17/95
FAILURE 10 IIUJLO THE TRUSS IN COWORMA14CE WITH OSTBa BY IPI. FOR ADDITIONAL SPECIAL PERMANE Nt BRACING RE
ALPINE CONNECTORS AAE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHEAWISE INDICATED. TOP E3C DL 10 .0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHEAVISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C"OW BC LL 0.0 PSF JRK
IT
ID
CONNECTORS PEA DRAWINGS 130. 150 9 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGID CEILING -- SEE
STATE OF TOT.LD. 47 .0 PSF ,O/A LEN. 37-0-0
DUR.FAC. 1 .33
0S
IN ONLY. AND SHALL NOT BE AELIEO UPON IN ANY OTHER WAY. SS I,N..E� I - ITYnF
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEEA*S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 Al
SEAL ON THIS OAAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL AP''CAT"" FURNISH A COPY OF 1.�S
I DESIGN TO THE TAU T2��
—,--TPI - fAIAS P4 ATF TNSTITUTF, NOS . 1901 NATTONAt r)FSIrN SPFrIFfCATION F.. JSPACTNG P4.0" GARL
Job: (5-3501) LOT 9A / TS 37' TRAY COMN THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 300 660 490
WEBS 2X4 SP 03 :W5 2x4 SP #2 N: BRG.LOC (FT): 0.00 13.71 36.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift
---------------------------------------------------------------
SHIM ALL SUPPORTS TO SOLID BEARING. xxx UPLIFT *** I *Kx HANGER x**
H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 EaCh) I HHUS48 - + 42990 -1660#(10d 201y)
MTT28B - -3786#(2 EaCh) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT28B - -4455#(2 EaCh) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
20*6" 16'6"
3X4
3X9 X5
3X5
1 .5X3
1.5X3
0
6 C;-,- 3X4 W5 3X5 (Afl
5XIO 3 XB 3 3X4
3X5 (Afl 2'
AL 3 4.61 _L 2X4
5X5 3X3
13' 11"8 23'0 8
d
�"�-5'6" —+3' -+-5'2"8 23'0"B
37'
R=726# W=3"8 R=IB50# W=3" R=1208# W=3"8
TAG T 0 SEQ: 14211
PLT. TU.-ALPINE DESIGN CRITaTPI OTY - 5 TOTAL = 5 REV. 17�2m SCALE =0. 1667
ALPINE ENGINEERED PRODUCTS INC TRUSSES REOUIRE EXTREME CARE
1 11/17/95 TC LL 30 .0 PSF REF
X*IMP0RTANTx*5HALL NOT BE RESPONSIBLE FOR ANY WARNING N HANDLING. ERECTION AND ,,%I
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIRENENTS. UNLESS OTHERWISE INDICATED. top BC OL 10 .0 PSF DRWG
A446 OR 8 EXCEPT At NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 13RACEO WITH PROPER
. 5606
TAUSSCAND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 .0 PSF JRK
1CONNE ToRs PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 4 LEN. 37-0-0
:1
CONFORM W/APPL[CABLE PROVISIONS OF NOS E tPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER -_ z 1 7 .0 PSF C/A
1 0 n10
SEAL ON HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 7 0 AID DUR.FAc. 1 .33
IN ONLY. AND SOALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR,HIS U
rN
-TPI - Tnuqs F4 ATF INSTITUTE NOS a iggi NAT jaHc i rLN-.,nn oor)rm-sTn,,r.t!o,: ---I I...!!� SPACTNG 24 0" jTv0F c;PFC
Jot): (5-3501) LOT 94 / T9 37- COMN RBC THIS OWG. PREPARED FROM COMPUTER INPUJ (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS, INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 350 820 620
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.67 36.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
---------------------------------------------------------------
(A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING (+)-Gravity (-)-Uplift
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ---------------------------------------------------------------
SUITABLE SUPPORT BY ERECTION CONTRACTOR. *N* UPLIFT xxx I X** HANGER %**
H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(100 1p y
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. MTS12 - -10000 1 HUS26 - + 3315# -15500(16(1 iply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTSt2 - -20000(2 EaCh) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT28B - -3786#(2 EaCh) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
SHIM ALL SUPPORTS TO SOLID BEARING. MTT28B - -4455#(2 EaCh) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply)
CS150 - -1650#(EaCh) I HGUS5.5- +11335# -39450(16c3 3PIy)
-----------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
20'6 16'6
5
3X4
x 3X
3X
(A)
3X4
6 C;-,- X5 (A 1)
3X7 3 T 5x _F
3X5(At) 2'
=3 I.5X3
3X5
12' I I JX3 24- 1"
37'
R=687# W=3 8 R=iBI9# W=3" R=1319# W=3"B
TAG Tit SEQ: 67745
PLT. TYP.-ALPINE DESIGN CAIT-TPI OTY - 7 TOTAL 7 AEV. 17.2m SCALE =0. 1667
ALPINE ENGINEERED TRUSSES REQUIRE EXTREME CARE TC LL 30 .0 PSF REF
)(*IMPORTANTxx SMALL NOT BE AESPOkPS7G(LxExFs0'R AIN'Y WARNING I N HANDLING. ERECTION AND I 1 17/95
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN us TC DL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
"M�ER
'o Cf
t XNE05,,'
A444 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
. 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 PSF NPW
CONNECTORS PEA DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF 47 .0 PSF O/A
CONFORM WiAPKICA&E PROVISIONS DF NOS& TPI� AN ENGINEEA'S ALPINE TECHNICAL UPDATE (7/1/9t) FOR PROPER TOT,Lo. LEN. 37-0-0
SEAL ON HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI OR10 JD��UR.FAC. 1 .33 1
IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E lc;PA(-TNr P4 0" lTvr-)r qPPr
d--TPI - TAIMS P1 ATF TNITII�JTF NnI - 1111 NATTI�M ....r.N
Jot): (5-3501) LOT 94 / TgA 37' COMN RBC THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2X4 SP 02 N :T4 2x4 SP 0i N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 250 630 590
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 8.79 36.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
---------------------------------------------------------------
(A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
Bd NAILS 6 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity (-)-Uplift
ERECTION CONTRACTOR. ---------------------------------------------------------------
XXX UPLIFT *K* I M*m HANGER **m
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#(jOd ip y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d 1ply
MTS12 - -20000(2 Each) I HHUS48 + 4299# -16600(IOci 2ply)
SHIM ALL SUPPORTS TO SOLID BEARING. MTT288 - -3786:(2 Eachl (10d)l HHUS48 4 5180# -2000#(16d 2ply)
MTT2138 - -4455 (2 Each (16(j)l HGUS4B + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 + 8000# -2650#(16d 2PIY)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3PIY)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
20-6" 16'6"
3X I X5 X4
m 3X5
1.5X (A)
6 1.5X3 T4 X5 (A 1)
1.5X3 3X7 3X5 I.bX3 _F
2'
3X5(At)
=47 3
9, 1" _qX4 27' 11
37'
R=538# W=3"8 R=1766# W=3"8 R=1480# W=3"8
TAY. T�2 SEG: 14475
PL TY .-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE =0. 1667
ALPINE ENGINEERED PRODUCIS. INC. TRUSSES REQUIRE EXTREME CARE 11/17/95 TC LL 30 .0 PSF REF
10(IMPORTANT**SHALL NOT BE RESPONSIBLE FDA ANY WARNING 1,4 HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD IM TRUSS IN CONFORMANCE WITH OSTO13 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREKENTS. UNLESS OTHERWISE INDICATED, top BC DL 10 .0 PSF QRWG
A446 CA I EXCEPT AS NOTEO. APPLY CONkECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PAGPEA s
TRUSS AND UNLESS OTMEAMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M 5606 BC LL 0.0 PSF JRK
CONNECTORS PEA DRAWINGS 130, 150 A 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47 .0 PSF .O/A LEN. 37-0-0
CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGIMEER'S ALPINE TEC14NICAL UPDATE 17/s/911 FOR PROPER 0 RIG 4
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS IDUR FAC, 1 .33 1
IN OktV. AND SIMILL NOT BE RELIED UPON IN ANY OTHER WAY I DESIGN TO IHE TRUSS ERECTION CONTRACTOR INFEO�111
imp;-;In Air iNS11TUTF, NI)q - 1991 NATTONAt Of SION SI1(CTF TrAl ION I nO wocin rm,111ir,ION ISPACTNG ?4.0" ITYPF SPEC
otr (5-3501) LOT 94 / T10 37' COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N :T3 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 610 640 200
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 30.00 36.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
---------------------------------------------------------------
(A) IX4 'I* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
8d NAILS I S* D.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity (-)-Uplift
ERECTION CONTRACTOR. ---------------------------------------------------------------
*9* UPLIFT *** I *** HANGER *xx
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. H5 . -455#(JaCkS Only) I HUS26 - + 2751# -12860(10d 1P y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
SHIM ALL SUPPORTS TO SOLID BEARING. MTT28B - -3786#(2 Each) 10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT288 - -4455#(2 Each) 116d)l HGUS48 = + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(EaCh) I HGUS5.5- +11335# -39450(16ci 3ply)
-----------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
-20*6" 16'6"
5
XST3
3X4
m 3X6 3X5
1.5X3
0 1 .5X3 (A) (A)
6 P- 3X5 (A I)
3X5(AU 2'
—073 -1-0 - — f —0,
3X4 3Xb 3X7 3X4
JX3
30'3 8 6
d 37'
R-1566# W=3"8 R=1768# W=3"B
R=450# W=3"B
TAG T13_ SEQ: 14274
PLT. TYP. ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE =0. 1667
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIAE EXTREME CARE
,(*IMPORTANTX)(SMALL NOT BE RESPONSIBLE FOR ANY WARNINGm HANDLING, ERECTION AND 11/17/95 TC LL 30.0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIS-91 BY TPI. SEE THIS DESIGN % us TC DL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD It* TAVSS IN CONFORMANCE WITH GSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
NO tt
ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING AST14 GUIREMENTS. UNLESS OTHEAWISE INDICATED. TOP BC OL 10.0 PSF DRWG
A446 GR IT EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH]PROPER Z -
. 5606
TRUSS AND UNLESS OTHEAMISE LOCATED ON THIS OEStGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JRK
CONNECTORS PEA DRAWINGS 130. 150 & 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE z
A LEN. 37-0-0
STATE OF 47.0
A PROPER TOT.LD.
0, T"IS
C,."
COWORK WJAPPLICAEILJ PROVISIONS OF NOS& TPI. AN ENGINEEA*S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 AID Ir
L OUR.FAC. 1 .33
IN
NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA TO P!T
SEA ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
ONLY. AND SHALL INC Q0 A r T Nlr-' -3A n" Q 0 r-,(I
.., . I——. ____ . - . -11-1. .................. - - , .-- - - I
Joo: (5-3501) LOT 24 / T12G 37' GABLE THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & OIMENSIONS)_SUBMITTED BY TRUSS MFR..
TOP CHORD 2x4 SP 01 N :T2 2x4 SP 02 N:
BOT CHORD 2x4 SP 02 N :02 2x6 SP #2 N: 2 Complete Trusses Required
WEBS 2x4 SP #3 :W16 2x4 SP #2 N:
NAILING SCHEDULE: (O.131x3.O_g_nai1s)
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD: I ROW 10 16' O.c.
UPLIFT (LB). 120 PLF SOT CHORD: I ROW @ 12' O.C.
BRG.LOC (FT): OVER CONTINUOUS SUPPORT WEBS : I ROW @ 4* o.c.
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. IN EACH ROW TO AVOID SPLITTING.
ENCLOSED OR FULLY OPEN BUILDING (SBC) .
--------------------------------------------------------------- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(0-Gravity (-)-Uplift RECOMENDED CAMBER 114* AT MIDSPAN BETWEEN BEARINGS.
---------------------------------------------------------------
**N UPLIFT K** +**m HANGER *** THIS GABLE END WILL SUPPORT UP TO OVERHANG ALONG THE TOP
H5 - -455#(Jacks Only) HUS26 2751# -12860 00 1p y CHORD. REFER TO DRAWING GE-001, GE-002, OR 876.719 FOR STUD
MTS12 - -1000# HUS26 - + 33150 -1550:(16d 1ply VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO
MTS12 - -20000(2 Each) HHUS48 - + 4299# -1660 10d 2ply) TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING
MTT288 - -37136#(2 Each) (10d) HMS48 - + 5180# -2000#(16d 2ply) DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply) RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO
MST60 - -4688:(Per 2ply) 1 HGUS48 - + 8000# -2650#i(160 2ply) SUPPORT 2*0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE.
CSISO - -1650 (Each) I HGUS5.5- +113350 -3945#(16d 3ply)
------------ ------------------------ ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C.
MUST BE PROP M Y ATTACHED TO THE BOTTOM CHORD.
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL
DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND 37'
ALL TRUSS TO WALL CONNECTIONS. i
FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED: —20-6" 16'6
FOR VERTICALS LESS THAN 4*0*: 1.5X3 ALPINE, 13 WODDLOC.
FOR VERTICALS GREATER THAN 4'0*: 2X4 ALPINE. 23 WQOOLOC.
5
T5^L)
4X6
ry
6 p-3X4 1,
X4 (01)
+ LOADNOTE.TXT + 3X5 (01)
8 4 jHP -*a.
2X3 (D 1) 7X10— 2512
—30' _7'
37'
_21 '0" 12 15, 1V'4
R=2409# W=3"B R=707 plf W=7'
TAY T14 SEQ: 14265
PL TYP.-ALPINE DESIGN CRIT-TPI QTY- I PLIES- 2 TOTAL- 2 REV. 17.2m SCALE -0. 1135
ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 11/17/95 TC LL 30 .0 PSF REF
**IMPORTANT*)(SHALL NOT BE RESPONSIBLE FO'A ANY' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PsF DATE 11/17/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTIUI BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 4F ,11
ALPINE CONNECTORS ARE HAM OF 20GA DALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG
A446 68 IT EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0 .0 PSF JRK
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x
DESIGN TO THE TRUSS ERECTION CONTRACTOR.
CONNECTORS PER DRAWINGS 130. 150 9 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING -- SEE
CONFORM WAPPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 37-0-0
R
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF T141 kOR JOUR.F AC 1 .33
IN ONLY.__ANO_SHALL NOT BE RELIED UPON IN ANY OTHER WAY. INEOkS
t—TIT"'r 1-4 --11 -1- JqPArTNr PA n ITVnC r.A At
Job: (5-3501) LOT 9A / T13 7* MONO GIRDER THIS DWG. PREPARED FROM COMPUTERJNPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N BEARING BLOCKS: NAIL TYPE: O.131x3.O_g_pails
BOT CHORD 2x8 SP JII N BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK
WEBS 2x4 SP #3 0 0.000' 1 12* 7
NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139.
BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SPECIAL LOADS UPLIFT (LB): 1090 1190
-------------------------------------------------- BRG.LOC (FT): 0.00 6.75
TC - From 74 PLF at 0.00 to 74 PLF at 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
BC - From 858 PLF at 0.00 to 858 PLF at 7.00 WIND SPEED - 100.00 MPH. MEAN HEIGHT - t5.00 FT.
ENCLOSED OR FULLY OPEN BUILDING (SBC) .
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REGUIREMENTS
(+)-Gravity H-Uplift
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 3120.17 LBS. ---------------------------------------------------------------
*9* UPLIFT xxx I x** HANGER ***
H5 - -455#(JaCkS Only) I HUS26 - + 275101 -1286000a 1ply)
MTS12 - -iOOOJ1 I HUS26 - + 33150 -1550# 16d 1ply)
MTS12 - -20002 Each I HHUS48 - + 42990 -1660#80d 2ply)
MTT28B - -3786 (2 Each (10d)l HHUS48 - + 51800 -2000#(16d 200
MTT28B - -4455#(2 EaChl (16d)l HGUS48 - + 66400 -2199#(10d 2ply)
MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
---------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
2
5X
6 0
3X6(A I)
4*3
4X14 LIV,
7
4X7
R=3404# W=3"8 R=3120# W=3"
TAG T�5 SEQ: 14
.�36
PLT TY .—ALPINE DESIGN CRIT-TPI OTY - I TOTAL = I REV. 17.2m SCALE .5000
ALPINE ENGINEERED PAODurTS, INC "I SSES REOUIRE EXTREME CARE 11/17/195 TC LL 30 .0 PSF REF
)(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR , WARNING .0 ANDL ING* ERECTION AND 4%11......
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18_91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TP). FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. top BC OL 10 .0 PSF DRWG
A446 rA 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED P1ITh P14OPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION :ILY ATTACHED PLYWOOD SHEATHING. BOTTOM CHUM M -_ BC LL 0 .0 PSF NPW
CONNECTORS PER DRAWINGS 130, 250& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 7.0 PSF O/A LEN. 7-0-0
4
CONFORM N/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A Copy OF TH IS C 0 RIO DUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON It ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE5P�j -34 n
t -- - d ,''I," 1qPtrTKir mnnn
-TPI . T.Ilqq PI 1YF IN�TTfllll NP.'; , lqqi Vn n,'�
Job'. (5-3501) LOT 94 / T14G 18'4 DTC GABLE - THIS OWG._ PREPARED FROM COMPUTER INPUT (LOADS G OTMENSIONS) SUBMITTEO BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 120 PLF
WEBS 2x4 SP 03 BRG.LOC (FT): OVER CONTINUOUS SUPPORT
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C. ENCLOSED OR FULLY OPEN BUILDING.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. (0-Gravity (-)-Uplift
------------------- ---------------------------------------
*x* UPLIFT **m I K*x HANGER x**
H5 . -455#(JaCkS Only) I HUS26 - + 2751# -1286#(10d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply
MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(IOCI 2ply
MTT288 - -37860(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT28B - -4455#(2 Each) 06(01 HGUS48 - + 66400 -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply)
---------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
9'2 9'2
3X4
2X4 (D 01 IP1 r1l r-11 X4 (Di)
u u u 0 'A'
u 10
4
18'4
R=94 plf W=18'4"
TAY. T�3 SEG: 26148
PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.3t SCALE -0.3750
ALPINE ENGINEERED PAKOKXIS INC TRUSSES REQUIRE EXTREME CARE 1/17795 TC LL 30 .0 PSF REF
*x IMPORTANT*K SHALL NOT BE RESPONSIBLE FOA ANY' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN US TC DL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST89 BY M. FOR ADDITIONAL SPECIAL PPERMANENT BRACING RE
AN RE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMEMIS. L*&ESS OTHERWISE INDICATED. 1OP BC DL 10.0 PSF DRWG
ME
A446 GR 5 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER z 5606
�v 0 S-AT.._- ..I TOM CHDR.
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD m BC LL 0 .0 PSF MSK
SE
CONNECTORS PEA DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE STATE OF /A LEN. 18-4-0
PDA TE �7"I".I I FOR P UPE.
N. F UANTSM COP OF I.I r
A
ON
t I.. TO THE TRUSS ERECTION CONTRACTOR.
CONFORM W/&PPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FDA PROPER TOT LO 47 .0 PSF 0
BE ON'HIS DRAWING APPLIES TO T14E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 7 is 0 0 9 1DUR!FAE 1 .33 1
ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN
VPT - TMM� R ATF OS . jqqj NATjn.�. nF�1 Pd n IT, rnmKt
Job: (5-3501) LOT 94 T14 J8'4 COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS mFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 420
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 18.04
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REGUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
------------------- --------------------------------------
Xxx UPLIFT xx* I *x* HANGER mx*
H5 . -455#(JaCkS Only) I HUS26 - + 27510 -t2860(ioa ip y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply)
MTT28B - -37860(2 Each) (10d)l HHUS48 - + 51800 -20000(16d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply)
------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
9'2" —9'2"
T5X3 4X4 I.5X3
6
3X4 (A X4 (A I)
3X7
1-2- + 18'4 2'
R=1014# W=3'8 R=1014# W=3"B
TAG T21 SEQ: 26150
PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY 2 TOTAL 2 REV. 17.3t SCALE =0.2500
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE
*)(IMPORTANT)(*SMALL NOT BE RESPONSIBLE FOR ANY HARNING IN HANDLING. ERECTION AND TC LL 30 .0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY IPI. SEE THIS DESIGN US TC OL 7 .0 PSF DATE i 1/17/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOS BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED. 1OP BC DL 10 .0 PSF DRWG
E
E
R
A446 OR I EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 13RACEO WITH PROPER 5606
fAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD E3C LL 0 .0 PSF MSK
CONNECTORS PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PAOPERLY ATTACHED RIGID CEILING -- SEE STATE OF -4-0
CONFORM W/APPLICASLE PROVISIONS OF NOS& IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/91) FOR PAGPER TOT.L.D. 47 .0 PSF O/A LEN. 18
ZNEE��"'
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUqNISm A COPY OF THIS 4.0 1 9 OUR.FAC. 1 . 33
t IN ONLY. AND SHALL NOT BE RELIE0,UPON IN ANY OTHER WAY. I DESIGN TO THE TRULS EAEET��.�S F'1!E1011 110
M"� iqqt A[ [jr5!r.N ';PAr T Mr, ?4 n" ITYnr rOMN
Job: (5-3501) LOT 941 T15G 32*0"8 OTC RBC VLT GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)_ SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2:X4 SP #2 N UPLIFT (LB): 120 PLF
WEBS 2x4 SP 03 :W15 2x4 SP #2 N: BRG.LOC (FT): OVER CONTINUOUS SUPPORT
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ,
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
-----------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
- - ------ -- -- ------ ---
SHIM ALL SUPPORTS TO SOLID BEARING. ------N;K-UPLIFT-%** ---I -----------**;-HANGER-x*x---------
H5 . -455#(JaCkS Only) I HUS26 - + 27510 -1286#(IOd 1p y
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2plyl
MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2ply)
MTT288 - -44550(2 Each) (16d)l HGUS48 - + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16(1 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply)
-----------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
18'4"3 13'8 5
5X4
3X4
6 C;;- 5
;-u 3X4
C1
5X7 3X4 (A 1)
T3
3X4
-- 4.61
X4
—4*6"
�W-5 6' 3' --�W-5'2"El 1EI I
32'0"8
R=53# W-3'8 R=181 plf W=3' R=1019# W=3"B
R-TMV6A5,&Y4B"8 R=38#9R#ftR3R80"EW=3"
' TA T�8 SEQ: 26160
PLY.�TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.3t SCALE -0. 1875
ALPINE ENGINEERED PRODUCTS. INC. 1111SE,REQUIRE EXTREME CARE i 1/17/95 TC LL 30 .0 PSF REF
**IMPORTANT**SHALL NOT BE AESPDNS113LE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENIS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 -0 PSF ORWG
A446 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL RE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0.0 PSF MSK
t CONMECTORS PER DRAWINGS 130, 250 6 $GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGIO CEILING --SEE STATE OF 47 .
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER TOT.L.D. 0 PSF O/A LEN. 32-0-B
SEAL ON THIS ORA WING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF To( 0 R 3 1
IN ONLY. AND SHALL NOT Of RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR
---TPI - TRUSS PIATF INSTIlklIF NOS - 1991 NATTONAI oFslrN sPFr.tfjLA!uw ron wonn r.0NqTPttrTtoN o" ITYPF snec
Job: (5-3501) LOT 94 /_T15 32'0"8 RBC VLT THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 300 580 390
WEBS 2x4 SP 03 :W4 2x4 SP #2 N: BRG.LOC (FT): 0.00 13.71 31.75
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
(A) IX4 "T* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
8d NAILS 0 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity (-)-Uplift
ERECTION CONTRACTOR. ---------------------------------------------------------------
xx* UPLIFT **x I *x* HANGER xx*
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C. H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d ip y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#000 2ply)
SHIM ALL SUPPORTS TO SOLID BEARING. MTT28B - -3786#(2 Each) MOM HHUS48 - + 51800 -2000#(16d 2ply)
MTT288 - -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply)
mST60 - -4688:(Per.2ply) I HGUS48 - + 8000# -26500(16d 2ply)
CS150 -1650 (Eac ) I HGUS5.5- +113350 -39450(16d 300
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
18'0"4 14'0"4
5X5
3X5
A) 1.5X3
3X5
3X4
3X4 (A I)
r
X5 3X4 _F
3X4 (A 1) 2' 2'
—rr 3 4.61 1 1 .5X4 __4v
5X6 X4
13' 11"S 18 1"
�_6 5-6- -jo 3' --j-5'2"8 18' 1"
32'0 8
R=738# W=3"B R=1610# W=3" R=970# W=3"B
TAY. T�2 SEQ: 26154
PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.3t SCALE .0. 1875
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEGUIAE EXTREME CARE 11/17/95 TC LL 30 .0 PSF REF
K*IMPORTANT*X SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND �I 1 1.,,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-21 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE E - ,I
ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG
A446 OR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 S
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M : BC LL — 0 .0 PSF MSK
CONNECTORS PER,ORAWINGS 130, 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE F OT.LO. 47 .0 PSF O/A LEN. 32-0-8
CONFORM W/APPL CABLE PROVISIONS OF NOS& TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER T
'ROPER
T OR
SEAL ON HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF THIS LDUR.FAC. 1 33
IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. ,DESIGN TO THE TRUSS ERECTION CONTAACTO R
.--TPI - IMISS P�ATF !N-,Tlft[,TF Nn9 , lagi �!TT9�!j.�E5 . �j�rClrlTI�N r— 19PArTNr ?4 IT�,r qPFr,
ob: (5-3501) LOT 9A / T16 7' MONO THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR..
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 6.75
UPLIFT BASED ON JO.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity H-Uplift
------------------- -----------------------------------------
**K UPLIFT x*x I m*x HANGER *x*
H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply)
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -166OO(IOd 2ply)
MTT28B - -37860(2 Each) (10a)l HHUS48 - + 5180# -20000(160 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 66400' -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16a 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply)
------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 284.53 LBS.
2X2 77
6 CP- m
2X4 (A i)
4 1*3
I .5X3
2' 7'
R=526# W=3"B R=285# W=3"
TAG T27 SEQ: 14238
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL 4 REV. 17.2m SCALE =0.5000
PRODUCTS. INC� TRUSSES REQUIRE EXTREME CARE
PONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND
)(*IMPORTANT*)(ALPTENENT"BIMEARED 11/17/95 TC LL 30 .0 PSF REF
SHALL 7 .0 PSF DATE 11/17/95
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN US TC OL
FAILLORE TO BUILD THE TRUSS IN COWORMANCE WITH OST811 By TPI� FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL NEET114G ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG
A446 CA 8 EXCEPT AS NOTED APPLY CGNMEC70AS TO EACH FACE OF CHORD SHALL HE LATERALLY BRACED NIN PROPER 5606 BC LL 0 .0 PSF JRK
TRUSS AND UNLESS 01HEANISE LDCAIED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
CONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
A STATE OF z T LD. 47 .0 PSF O/A LEN. 7-0-0
CONFORM W/APPLICABLE PROVISIONS OF NOS& IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/gal rHIS TO
FOR PROPER It z —
SEAL 04 HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FU14MISH A COPY OF THIS DUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOA.
0--TPI . TRAR P1 AlF lN1,TITu1f._qnS ,PFr7F1rATTn.N'F��-9 rn,111'IT0,1 SPACTNG 4 n 1TVnT7 mnNin
Job, (5-3501) LOT 94 / J7' EJ THIS OWG. PREPARED FROM COMPUTER INPUT JLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 200
WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7.00 7.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
-----------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REGUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity H-Uplift
--- ------ -- -- ------ ---
PROVIDE HANGER AT LEFT END OF TRUSS FOR 341.19 LBS. xxx UPLIFT K** I K*; HANGER **x
H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286# 10d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550# 16d 1ply
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600Md 2ply
MTT28B - -3786#(2 Each) (10a)l HHUS48 - + 5180# -2000006d 2ply)
MTT28B - -4455#(2 Each) (i6d)l HGUS48 = + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16a 2PIY)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
-------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE 3 16o TOE-NAILS AT TOP CHORD.
PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD.
R=233# W=I"B
__($�l 1-6"4
2X4 (Al)
--r-
4"3
7'
R=341# W=3" R=83# W=i"B
t
TAG T16 SEQ: 14272
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 5 TOTAL = 5 REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PAOOUCTS* INC TRUSSES REGUIRE EXTREME CARE I 1 17/95 TC LL 30 .0 PSF REF
)()(IMPORTANT**SHALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. EAECTIDN AND %I ..",
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9i BY IPI. SEE THIS DESIGN
SE S I]GN TC DL
P' E 'H I S DE
7 .0 PSF DATE 11/17/95
WE
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
WD
A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
5606
NG T C
TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATIACHEO PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JRK
SE
CONNEC70AS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF
.7,1 1 1'-, FOR PROPER TOT.LD. 47 .0 PSF O/A LEN. 7-0-0
A COPY OF THT S
.N C..T.AC To. IS
t CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE PE Ir :1
(7/1/911 FOR PRO R
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FLIANISH A COPY OF THIS 0 RI
DUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR E
INE
-TP I - TRtA-;P!A tF TkSt I TUTF__ ADS - 1991 NAT I"Al nFS I SN SPrrTryr At oN r nil-q rn-T—C'I r� I!-,P A(,T N G ?4 lTyr)r-- F,14('.K
ob: (5-3501) LOT 94 1 J5' Ci THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS mFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200
WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.00 5.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EQUAL. UPLIFT/HANGER REGUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
*N* UPLIFT *** I x*x HANGER x**
H5 . -4550(jacks Only) I HUS26 - + 2751# -1286#(10d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -15500(16ci iply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299f -1660#(10d 2ply)
MTT28B - -37860(2 Each) (10d)l HHUS48 - + 5180f -2000#(16d 2ply)
MTT28B - -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199#(10(j 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + BOOOf -2650#(16d 2ply)
CS150 - -1650#(EaCh) I HGUS5.5- +11335f -3945#(160 3ply)
-------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE 2 16d TOE-NAILS AT TOP CHORD.
PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD.
R=134# W=I"8
0'6"4
6
2X4 (Afl
4*3
2'
R=445# W=3"B R=44# W=I"B
TAG T�7 SEQ: 61849
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL = 4 REV. 17.2m SCALE =0.5000
.ALPINE ENGINEERED PADOUCTS, INC TRUSSES REQUIRE EXTREME CARE I 1/17/95 TC LL 30 .0 PSF REF
**IMPORTANTX SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIS-91 BY IPI. SEE THIS DESIGN us TC OL 7 .0 PSF DATE 11/17/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _4_
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP
BC DL 10 .0 PSF ORWG
06
OF
0
6
A446 OR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 14 :: BC LL 0 .0 PSF NPW
CONNECTORS PER OAAKINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 'o/A LEN. 5-0-0
0 R
CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
ORI
SEAL ON THIS DRAWING APPLIES TO tHE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF 7HIS DUR.FAC. i .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTO2,�
--TPT - TRRS P1 ATE INSTITL;TF- Nns - iggi NALTINAt asTp!_�jpFf"�jr!TInN F()- .101 CO�IlrTjn� F P A C T NG ?4 �0 1Tvnr F,JAr.K
Job: (5-3501) LOT 94 / J3' CJ THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200
WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT AA 15.00 FT.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
----------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity H-Uplift
*K* UPLIFT **% I *** HANGER
H5 . -455#(Jack5 Only) I HUS26 - + 2751# -1286#00d 1p y
MTS12 - -1000# 1 HUS26 AA + 3315f -1550#(16d iply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299f -1660000d 2ply)
MTT268 - -3786#(2 Each) (10d)l HHUS48 AA + 5180# -2000:(16d 2ply)
MTT28B - -4455#(2 Each) (1601 HGUS48 - + 6640# -2199 (Iod 2ply)
MST60 AA -4688#(Per 2ply) I HGUS4a - + 8000# -26500(t6d 2ply)
CS150 -1650#(Eacn) I HGUS5.5- +11335# -39450(16d 3ply)
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEP DETAILS
PROVIDE 2 ) 16a TOE-NAILS AT TOP CHORD.
PROVIDE 2 1 16d TOE-NAILS AT BOTTOM CHORD.
R=37# W=I"B
-6-4
6
2X4 (Air)
4*3 j &,8
2' _3'
R-384# W=3"8 R=14# W=I"8
TAG - T SEQ- 61850
-ALP -TPI OTY AM 4 TOTAL - 4 REV. 17.2m SCALE -o.5000
PLT TYP INE DESIGN CRIT
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 11/17/95 TC LL 30 .0 PSF REF
*IMPORTANT**SNALL NOT BE RESPONSIBLE FOR ANY WARNING tH HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-St BY TPI. SEE THIS DESIGN 11 C OL 7 .0 PSF OATE 11/17/95
'"U
SIGN
[FAILURE 0 BUILD INE ?RUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 11
ALPINE COMPECIORS AM MADE OF 20GA GALV. STEEL MEETING ASIM QUIRIMENTS. UNLESS OTHERWISE INDICATED. IOP ac DL 10 .0 PSF DAWG
APPLY CONNECTINIS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER :
A446 OR 0 EXCEPT AS NOTED P 56D6 BC LL 0 .0 PSF NPW
TRUSS AkO UNLESS OTHERWISE LOWED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
�EE
IS
CONNECTOAS PER DRAWINGS 130. 150& 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --] : STATE OF
SEE TOT.LD. 47 .0 PSF O/A LEN. 3-0-0
CONFORM N/APPLICASLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PA
SIIAL ON THIS=LING APPLIES To THE COMP014ENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF rTHIS 0 RIQ rDUR.FAC. 1
t IN ONLY. A. NOT BE AELIEU_UPON IN ANY OTHER WAY. .DESIGN 10 THE TRUSS EREC710N.CONIAACIOR. 19P A r T PAr '34 n"
fp!_. 10t�-;M AtF INST I T.OfF NnS , lqq I NAT TONAI nFl, 1"If I 1 7 1"1 1 — 1 1-11 1 T F.ibrK
Ob: (5-3501) LOT 94 / J1' CJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOO CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS- INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 270 200 200
WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 1.00 1.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity H-uplift
KKK UPLIFT KKK I *N* HANGER *x*
H5 . -455#(Jacks Only) I HUS26 - + 2751f -12B6#(lOd 1p y
MTS12 - -10000 1 HUS26 - + 331501 -1550#116d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660# 10d 2ply)
MTT288 - -3786#(2 Each) (iOd)l HHUS48 - + 5180f -20000(16d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -21990 10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2550#116d 2ply)
CS15O - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply)
-------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE 2 16d TOE-NAILS AT TOP CHORD.
PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD.
6 -6-4
2X4 (AU
4-3 -
2
R=505# W=3"B
R--2213#-W0f"8=1"8
TAY 4? SEQ: 61852
PL TY -ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL 4 REV, 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE
**IMPORTANT)()(SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND i 1/17/95 TC LL 30 .0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN us TC DL 7 .0 FVSF DATE 11/17/95
FAILURE TO BUILD INE TRUSS 114 CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECIORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
A446 CA IT EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
TRUSS AND LPLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHUM �606 13C LL 0 .0 PSF NPW
CONNECTORS PER DRAWINGS 130, 150 9 tGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF
CONFORM VIAPPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/911 FOR PAGPE TOT.LD. 47 .0 FVSF O/A LEN. 1-0-0
OF 0 AID
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY THIS DUR.FAC. 1 .33
IN ONLY. AND SHALL NOT 81 RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTAACTO . CTNG P4 ,0 ITYPF FJACK
1PI - IM�l 11A11 1�11.1111F. .11 grFr.fr!f�
iggi NAjjR.NAjj)FSIpj., VON
ob: (5-3501) LOT 94 / JV HJ THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2X4 SP #2 N UPLIFT (LB): 340 880 BID
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 9.90
TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) .
---------------------------------------------------------------
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS
SETBACK. CORNER JACKS HAVE NO WEBS. (+)-Gravity H-Uplift
------------------- ---------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. *xM UPLIFT xxx I WWII HANGER *x*
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1P y
MTS12 - -1000# 1 HUS26 - + 33150 -1550#116d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600 100 2ply)
MTT28B - -3786#(2 Each) J10(01 HHUS48 - + 5180# -2000#(16d 2ply)
MTT28B - -44550(2 Each) (16a)I HQJS4j I A,+ 06
+ A4 A 621991100d 2ply)
127# MST60 - -4688#(Per 2ply) 1 HM 0 2650006d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16(1 3ply)
---------------------------------------------------------------
12 8 12 FIFFFPFNCF HQ1 ME--; I IIMBFA f)FTATI qHFFT FQA IjQj FT/HANGEA DETAILS
PROVIDE 3 160 TOE-NAILS AT TOP CHORD.
PROVIDE 3 16d TOE-NAILS AT BOTTOM CHORD.
1.5X3
4.24 rP,
2X4 (A I)
2X4
�__2'9"15 9' 10" 13
4 2 15 01 5'7"14
R=559# W=4"15 - 123# R=324# W=1"B
TAY. T�o SEQ: 61858
PL TY -ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL WA 2 AEV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PFAKMTS. INC TRUSSES REGUIRE EXTREME CARE 11/17 95 TC LL 30 .0 PSF REF
*IMPORTANT*)(SMALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND ,00III
GDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE Mla-91 BY TPI. SEE THIS DESIGN us TC OL 7.0 PSF DATE 11/17/95_
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 2064 DALY. STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DAWG
A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAACEO WITH PROPER 5606 NPW
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF
CONNECTORS PERIOAAKINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF OT.Lo. 47 .0 PSF O/A LEN. 9-10-13
CONFORM W/APPL CABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER
SEAL 014 THIS DRAWING APPLIES tO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A Copy Of tHI S 0 Rio IDUR.FAC. 1 . 33 1
IN OWY._AND 11"ALL NOT BE RELIED UPON IN ANY OTHEA WAY DEST GN TO THE TRUSS ERECTION CONTRACTOR. V'RS
Ipt - TFkAS PtATF IN';TIIUTF NOS - 1991 NATIRtLAJ r)F�Ift.SPQCIZIC.ALIE�N Fnl�!t')Of)1.2_N�U11'rTION 0, ISPACING SEE ABOVE I T Y r)F JACK