Permits 1419 Linkside DR (vault folder) ADDRESS ^717
BUILDING PERMIT NUMBER
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING.c�-- d 7`
SLAB 9 - 9 T"C/
FRAM I NG `ni
COVER-UP ` 7
INSULATION 7
FINAL BUILDING_
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT #_q 5-6
INSPECTIONS ROUGH /—/ 7 5�r
FINAL �2
MECHANICAL PERMIT # 2,4? o
PLUMBING PERMIT #
NOTES:
CITY OF
r�'G'actic �►'�a,ek - ��4ttdQ
M SEMINOLE WMD
--____---- -- ATLANTIC WACH,FLORMA 32233-540
TELEPHONE(W 247-Mo
FAX ON)247-SMS
XMICB
TO: Water Department
FROM: Building Department
DATE: g ` 0 ` 15� �
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 "umber address
elp,
Building Department
i
fiPF 1 5 1 7: 10
7
MAP SHOWING BOUNDARY SURVEY OF of -IV
-64AVV-442 L
lfl 0 r 67
OF 107
41&lr
:e��IA�()F THE CURRENT PUBLIC RECORDS oRoS OF DUVAL Cl FL-A-
AS RECORDED N P-1-AT BOOK
FOR,
SLFUII
AyGS SHW
ON HEREON AR- BASED ON THE A80VF- MT 17A7&1-1
1995
wilding
and Zoning
CPO
X
av
NJ
y
A
/4
C:l I
c
t
A'
v
7
Ira .0 lro�v 4,r
%946
lem('4 45C7, rr�rrA?y IA&r,60)f OW&A? lRalval
//,/a 2.
1:9it -fY,9VfY 4-9 5 mo Acle ';7Lz L-.�711.-IR9.
I HEREBY CERTIFY T' $uRVEY PERFORMED UNDER MY RESPONSIBLE OIRECT�Ohl, MEETS THE MINIMUM
n XIE ■
LE( El ID:
TECHM'�-AL STANDARQ5 FOR LAND S!_'RV�-VQRS,N ACCORDANCE WITH CHAPTER 21HH-6,FLA.AOMINIsTRATiVE c�-, CONG1191: ho)INMENT
E 1,2_ ' -
T�-'SF tour 0 li ON
CT'---jN 4 72 C27, DA STATUTES,,AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE
NIPENTS UP01 THE S-ligiEr i2;°SIT 10? -Latta
;T PROPERTY FXCEPT AS SHOWN ON THIS SORVEY
FLQ0Q Ci Lc—kT—E-. TH--- LOT SHOWN HFAEON 15 !N FL005 8,Ft.L- SUiLMNa REI TRrCTION LINE
LIOD INSI)RAi CE
CLARSON ANr,ASSOCIATES, INC.
AS Yl�� i 41 T.F WE
R RADIUS
1643 NALDO AVE.JACKSONVILLE, FLA 32207 A ARG 0191 1Nc
I Ni- PANE- t4 '2 fir D*TED
ST.NCE
P-C, POINT 01 CL IVATURE
9 P-T POINT Of TA IGENCY
RErjsuAVCYORt.40. 72r�j; FLA. P.Fq-cl POINT 01 Ike 101tse cy"I
NT Of CC IRPOUND cmviE
ZsL Aglit,RIAF
rA?-417 As to cici n Artmar 'C+9.4
DATE:
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL IHSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY:
--*- ------------------
------ -------------------------------------------------
------ -------------------------------------------------
------ +-------------------------------------------------
Enclosed are the blue copies of the permits.
Y.
/ r
BUILDING INSPECTION DIVISION
cc:FILE
TRANSMITTAL DOCUMM FOR JEA
DATE: /-/ 7-
The following permits have passed "rough" inspection:
Permit No. Address
J
NEXMZM
xicacx9*z1=w*x=ptvwx=&xbknx Please update
your records accordingly.
/ T ank u
BUILDI LERK�)
CITY OF ATLANTIC BEACH
/vcb
NOW%!
&rtffiratt of Mrruvanru
Tito of
Atlantic Neac4 — Nloriba
Department of +�nticltng Inspection
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following.
Use Classification Bldg. Permit No
Group w'7.1 aytte Type Construction rl` Fire Districtr At 10.11t i_Cr gz ach `
Owner of Bwlding t,:t"� s ¢.f5<is Fstate- Address iC' sBtVcs—fit. ifs
C BujtrjingAddress £� �3E ?*"1�T Locality <` k 3Tti� F i<1C ?- 2 �?
t DON Q. F01
Building Official) Date:
POST IN A CONSPICUOUS PLACE
t
CST's` 0"
Office of Suildir=g Official
t� REQUEST FOR INSPECTION
Date__ Permit NL-, b
Time
Received P
--- -Job Ada
Locity
Owner's *� -�
Name `� ,7 _Contractor
DI— CONCRETE ELECTRICAL PLUMBING MECHANICAL
g Footing Rough Wiring Rough Air Cond. &
Re Roofing Slab - Temp Pole Top Orat Heating
Insulation Lintel Final Sewer Fire Place
Pre Fab
REA FOR INSPECTION
tvion. Tues Thurs. Friday
? i
Ins ection Mads -_ _ M. i
p _ -Y
_ Final inspection !
Certificate of Occupancy
Date �
r�) r CITY OF
II ii/!
7' Office of Building Official
REQUEST FOR INSPECTIO .7
Date / �� Permit No. P13�1-7
TimeA.M.
Received 1l �`3� P.M.
Job A dr�i ess Locality
Owners
Name )tractor
—° _�` ractor
BUILDING CONCRETE \ ELECTRICAL PLUMBING MECHANICAL
Framing _ Footing Rough Wiring Rough E Air Cond. &
Re Roofing Slab —_ Temp Pole El Top Out _ Heating
Insulation z Lintel Final _ Sewer 5 Fire Place C
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues, Thurs. Friday PM.
Inspection Made
inspector Final Inspection
`Certificate of Occupancy
Date
CITY OF
e f VU-11-11
} e
Office of Building Official
REQUEST FOR INSPECTION
Date, Permit No.
Time A.V..
Received _� � P.M.
Job Address Locality
Owner',
Name
Name Contractor
CONCRETE ELECTRICAL L`UNIBINCHANlC
Framing Footing Rough Wiring Rough E Air Cond. &
Re Roofing Slab __ Temp Pole -: Top Out I Heating
Insulation Lintel Final - Sewer Fire Place
Pre Fab
READY FOR INSPECTION
A.
Mon. Tues Wed. Thurs. ridgy
A.M.
Inspection Made ' ^ P.
L-,s�sctor
Certificate of ccupancy r
CITY OF
Office of Building Official 93-6 7
REQUEST FOR INSPECTION '95--'o r-)
5� 14
77
Date Permit No. � "`' �—..
Time
��
Received TL M.
_
Job Addre s ality
Owner's
Name Contractor
BUILCONCRETE ELECTRICAL PLUMBING MECHANICAL
Footing 7 Rough Wiring E Rough — u on F
Re Roofing - Slab - Temp Pole G Top Out _ Heating
Insulation Lintel _ Final Sewer __ Fire Place F,
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues. Wed. Thurs. Friday P.M.
Inspection Made _ P.M.
Spector___ Final Ins ection
ertificate of ccup
Date _�
(i CITY OF
1 r'7�is���faC fitR�ie'F
j Office of Building Official ,r
REQUEST FOR INSPECTION
I0
Date (..� } permit No. ..S�t
Time
Received P .
Job#arm
Owner's
or
BUILDIZ CONCRETE ElE RICAI. PWMB
Framing Footing Roug Icing
Re Rooting 11Slab p" Temp pole I Top Out Ieating
Insulation Lintel I` Final "i Sewer I 1 fire place fl
Pre Fab
READY FOR INSPECTION
.M.
MonWod. Thurs. Friday
Tues
A.M. 1
Inspection Made /r "/T r5� PM
1w<jlotit,� •� � e v, tet.---" t;iiai Inspection
CzxUhe,ate of Occupancy
�}1'� //CITY OF //___ ,1_
lY � I3P. r.4-#;&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received P.M. �
Job Address Locality
Owner's f i
Name � �, '� Contractor __—
BUILDING CONCRETE ELECTRICAL MBING MECHANICAL
Framing ❑ Footing ❑ Rough Wiring ❑ ugh Air Cond.& ❑
Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating
Insulation ❑ Lintel ❑ Final ".1 ✓� Fire Place ❑
Pre Fab
READY FOR INSPECTION
Mon, lues. Wed. hurl. FridayP.
A.M.
Inspection Made f Ii .� PM.
Inspector Final Inspection ❑
Certificate of Occupancy ❑
Date
Mina=
QF
ADDITIONS or CORRECTIONS
D• NOT REMOVE
JOB ADDRESS DATE
12X
5-1
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
7- _51_4 Fes`-
$15.00 REINSPECT FEE
It is unla ul for any Carpenter, Contractor, Bui der, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors EIEC
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday. BLDG
OF
ADDITIONS or • " •
D• NOT REMOVE
JOB ADDRESS DATE
F
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
'd G /rrd TfJPt SSt�i2
,��hS`rF.��� ,fie Gu�►,�.0 mR,
$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart-
PLUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday. BLDG
OF
ADDITIONS or CORRECTIONS
D• NOT REMOVE
JOB ADDRESS DATE
_Z&
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
P.M. Monday through Friday. BLDG
r
(gertifrrate of Orrupancu
(situ of
Atlttntit + ptttl� — lori�tt
Bepartntent of +guildtng Inspection
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following.
7 ` l Use Classification i ' Bldg. Permit No.
t -
Group = C Type Construction Fire District At ' iiUic. Lleac t p
.i6 U.t� rG4/..S.L,L1
Owner of Building Address, 1 , 3 6
rc.�c. `s6F3�Vts ���
Bu' ing Address Locality At.Lca tic !QBac FL 32233
Building Official, Date:
POST IN A CONSPICUOUS PLACE
CITY OF ATLANTIC BEACH, FLORIDA
a
APProwdby APPLICATION FOR ELECTRICAL. RERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:.—
IMPORTANT
ATE:.—IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE. ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
3
�APXb �t CrNC,
ELECTRICAL FIRM: MASTER E E CI N
I c
NAME- ADDRESS:_; � I`(�1 1... my-)loi,: RFD BOX
BLDG.SIZE BETWEEN:
RES.V4 AFT.1 ) COMM.( ) PUBLIC.( ) INDUS.1 1 NEW(k) OLD( 1 REW.( )
ADDITION( ) TRAILER ( 1 TEMP.( 1 SIGNS S ) SO.FT.
SERVICE: NEW N INCREASE( 1 REPAIR ( 1 FEE
CONDUCTOR SIZE 'a/0 AMPS �50 COPPER ALUM.0<1
SWI C OR BREAKER 11�50 AMPS PH 3 W Z ®VORACEWAY
EXIST.SERV.SIZE AMPS PH I. W VOLT RACEWAY
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0.20 AMPS. 31.100 AMPS.
SWITCHES
INCANDESCENT _
FLUORESCENT&M.V.
FIXED I 0.100 AMPS. OVER
APPLIANCES BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0.1 OVER
MOTORS H.P. VOLTAGE PHS NO. 1 N,P. VOLTAGE PHS
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. KVA I NO. lKVA
NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER '
EACH SIGN _j
FORWARDED
S
TOTAL FEES J. Q
1
CITY OF
>r4tlo sc Ame-i-�lo�tida
Office of Building Official
REQUEST FOR INSPECTION
Date �/`_j 5�/ Permit No. ,O�J^
Time / A.M.
Received
y/ P.M.
Job Address Locality
Owner's
Name Contractor C---
BUILDING � ELECTRICAL PLUMBING MECHANICAL
Framing Footing Rough Wiring Rough ❑ Air Cond. & E,
Re Roofing _ Slab E Temp Pole Top Out El Heating
Insu!ation __ Lintel _ Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues Wed. hur Friday _P.M.
A r t�
Inspection Made —_ �%`'
Fina! Inspection
Certificate of Occupancy
Date __---
I it' CITY OF
n _
f &4x4C 'R�-*1&UJ4 i
Office of Building Official /
REQUEST FOR INSPECTION l/
Data _ �C � Permit No.
I TimeC, r A.M.
Received T� P.
I _
j Address/- Locality
i 7
Owner'
Name Contractor
BUILDING CONCRETE ELECTRICAL GING .) MECHANICAL
Framing — Footing _ Rough Wiring a —'� Air Cond. & _
Re Roofing Slab Temp Pole 7 Top Out Heating
Insulation Lintel C Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. �j p _Friday P.M
A.M.
Inspection Made —
.% --2 anal Inspection
Inspector_______
Certificate of Occupancy
Date
CITY OF
4&4014CBsacA-0;"*
Office of Building Official
REQUEST FOR INSPECTION
Date- Permit No.
Time A,M,
Received PM,
Job Addra� Locality
oNner's
Name Contract
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 13 Footing 0 Rough Wiring L, Rough 0 Air Cond.& C
Re Roofing C Stab Temp Pole Top Out C Heating
Insulation E Lintel Final 0 Sewer C Fire Place
Pre Fab
READY FOR INSPECTION
_ A
_(�_ _M)
Mon. Tues. Wed. Friday V
Inspection Made A.M.
Inspector Final Inspection 0
Certificate
ertificate of Occupancy
Date
PS848"
DEPARTMENT OF BUILDING
CITY OF`ATLANTIC BEACH
PER2INFORMRTON _ « _- LOCATION INFtI�AT01� -«..«__- ..
?PeiMit Numbtr: 9570 Address :. 1419 LINKSIDE DRIVE
I?`erni Type: MECHANICAL BEACH, 'FLORIDA 32233
Class of I+�tark: NEW - LEGAL DESCRIPTION _-_
C.onstr . Type". NMOL PR.AME " Lot BIo
-I Se+rtic�n:
Pr posed Use: SINGLE FAMILY Township:- RNC: 0
I ll�r: s : Code; 0Subdivision: $ELVA LINKSIDE
Estimated Value: $0.00
Improv. Cost* $0 00 I
Total Fees,; ' $47 :00
Arn rant .i
$47 , 00
D9 . ljll/ 95
N �
,i
Work T3 NTRAL 'HEAT AND AIR.
r
APPLICATION FEES -----
PERMIT
$47.00
Ad IDE DRIVE WATER INP,ACT FRE SOx00
ACE, P""I.ORIDA x°32,2 3 S IMPAC '' FEE 0
TAP
fig` P. A "x L/4TS t
J
. _ T w"RmAT ON ----- - RADON CAB 5%
�. .xName IY N` AT Alit, CAPITAL IMPROVE. $0 .00
Address : 514 SUNB� t ��. m ..,,. . . 89WER
JAC I �E..., 'L "32257 CROSS CONNECTION $0.00
Lf C TI .e: CAGA 3 Type; C? SEC H IMPACT 'FEE. �0 «40
a w CONST {SSU CH LIE ,..
'. , Mr .�'cr'�4Ya`1stYa mi S+'4mN,r Mw L+IIFA.A34iCi fa!��k��A avr 'F"� re ;? 1
NOTES".
A S
p{4F 1
5
NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILTdING MATERIAL,RUBBISHAND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY,EITHER CONTRACTOR OR OWNER
46
FAILURE TO,COMPLY THE MECHANICS' LIEN LAW,CAN RESULT IN
t140 PRQPEFITY C)WNI R" PAYING TWICE FOR BUILDING IMPROVEMENTS."
`
t b ACCORDING TO APPROVEP PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
` VI 1lON OF APRLICASLE PAOVISIONS OF LAW.
ATLArI' ��BFkCH.EIrIII« 'I ,CE?1RTMENT
BUILDING AND ZONING INSPECTION DIVISION /
CITY OF ATLANTIC 9EACN
• ATLANTIC OLACH,FLORIDA 32300
APPLICATION *FOR MECHANICAL, PERMIT CALL-IN NUMBER
IMPORTANT -- Applicant to complete all items in sections 1, Il,,III, and IV.
1.
LOCATION Street Address: I A IcLI«IAiu_....TLL nRIVE -- ---
OF (aterseetimg Straols: Setween _ --,FMTNnTB ROAD And `1' N�, TIC BLVD
BUILDING SELVA I,INKSIDEj I,OT# 67
Sub•diriuoa — - --
11. IDENTIFICATION —To be completed by all applicants
la consideration of permit given (or doing the wort at describod in the abcve slate-ent we heisby 14,00 to pe le•T srd ..o•.
.;th the etteelUid plans end specifications which are a part hereof and in accordance witi, the Gtv of Jecksonv;l's 04-hetes ii-a
of good practice fitted therein.
Name of Lil"henica) Contraclors
CeaMacler (trial) MANDARIN HEATING- 8t AIR M"s" CACA 1 2623
Name of
hoperty Owner CENTEX HOMF'S
Sifaaturt of Owner Signature of
w Av&erised Agent Architect at Eagineor
111. GEI SIAL INFORMATION
A T of waling &01. e• IS OTHER CONSTRUCTION BEING DONE ON
Electric THIS WILDING OR SITE 1. YF-S
❑ Gee—❑ tP, ❑ Nelvrel ❑ Central Utility
IF YES, GIVE HUtASER OF CONSTRUCTION
C3 oa PERMIT 9357
❑ 00— —• sp.ciy
IV. WICHM KCAL EOUIPLAWT TO RE INSTALLED NATE OF WORK v
Irmw4e so,mptoto{let of eomporwale on bed of this forte) Residential or I Commercial
jy Heat ❑ Space ❑ Recessed ACeetrol O PAW ! New Building
Air Cos"iomim9: C3 Room 0Cealeal C❑ Existing Building ;
'o'•Orc/ S oem: hA,441.DTWT RQARVIIrtck" '4tt ❑ Replacement of existing system
f fe „r,�a-4 j, 0 0 0 �f _Q"New installation(No system previously inslaned)
❑ Rofrigeafioa ❑ Extension or add-on to existing system
❑ C00169 I"W: capacity 9 p� ❑ Other— Specify —
❑ Fac sprinuen: Number of heap --
❑ El—ser ❑ hlaalrft 0 6wlato► Itwteb«I THIS SPACE FOR Off ICE US& ONLY
❑ C"Wiliae pumtpe, leumbar) 1R000leod)
❑ T--tt. laumbor) ROMA$
❑ LPG Coale (aen►borl
O Ue&W pressure v"w
❑ i.ild" Permit Approved by Delo.
p CJkw — SP*r* Permit Fee
LIST ALL EQUIPMENT
AM CONDITIONING AND REFRIGERATION F•QUIPMENT
Number Valts Deecrlptlon UOUI Number lilanutaeturer Can. Ity ATryrovtat
COND TWRUJU
Uil
HEATING 1 FURNACES. $OILERS, FIREPLACES
Capsdty App��
Number Volts vescriptlots 3"M Number 368lut'acturer (EM—) r►fi T
F
TANKS •
I
HOW Xaay Nowbnal capacitySerial Ap roving
am DaaeodaosTypo
>t[a sues No. Cncy
i
—
Nt
SR-3944, t
9466
DEPARTMENT OF BUILDING
CITY OF ATLANTIC BEACH
PERMIT INFORMATION •--- ___ .��__ O �I4 N
Permit Number; NM 9466 Address LI�I� � I ETTiO{�
Permit Type. PLUMBING ATLANTIC BEACH, FLORIDA 32,233
Class ot Work: NEW
------- LEGAL DESCRIPTION -----
Constr', Type:- WOOD FRAME Lot ; 67 Black . Section-
Pr, posed Use. SIN'OLE FA14ILY Township, RRC. 0
? weIIings: 1 Oes 0 Subd visi.an: SELVA LINKSIDE
Estimated Value, $0 .00
Prov.. Cost ., $0 . 00
Tota`i Fees $57 .00
Amount "�;��, 5�� .�►
4/94
1100. D ., MHINO IN NEW SINGLE FAMILY 'NOME
_ ;� JRMAT I ON APPLICATION FEES
E IT
$57 ,00
Ad �IP#E DRIVE WATER IMPACT FEE � � $0 .00
AC'Ifit FLORIDA jS� &3 S IMPA FEES: SO {It I
(I1 a in 4 kb GC. p�.yW a TAP
�p q�y}a'y� ��sr 6' i�cc�yy
c ,g R O O a+i.".�£.i a R. S. so . 0..
. ... ; NrORMAT ION "" RADON O"AB 5
j Name`. , ON R PLUME Ilid,�DIN' , CAPITAL IMPROVE.
f
Address !. m ',JAC
�LI,E� FLR� .. 2�2�,C � � ti � SSS `CONNECTION. _ ... ..,. $0 .�� i
Li game. CP(70 4 Type: 4 SEC H IMPACT PEE , ,Q .00
* CONST'•1 ` " I
NQTE3_
i,
NOTICE--ALL CONCRETE NORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING j
{ PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
{
r�. BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULEDAWAY BY EITHER CONTRACTOR OR OWNER
•. `FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
T'HE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS."
IS$0 ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
VIOLATION OF APPLICABLE PROVISIONS OF LAW.
000000000 AT4AN*I� CH BUILDING DEPARTMENT � W.00 ��
Date. 02 kpt. 0018603
O1E43i5 '4988
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
jD�
JOB LOCATION
OWNER OF PROPERTY: ILL q LD
BUILDING CONTRACTOR:
4
PLUMBING CONTRACTOR
AND ADDRESS: 00 e 2
TELEPHONE NUMBER:
® 5
STATE LICENSE NO:
TYPE OF BUILDING: -� Q--� 4
09
TYPE OF WORK:
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
/-SINKS sxoWERs
LAVATORY _, WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTHER
TOTAL FIXTURE COUNT. x $3.50 + $15.00 = $
i
----------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION4OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826
B,.JLD SET
m
USE THIS SET FOR
ERECTION OF TRUSSES. 1004
x �
o a •-
a
n
n
rn
I
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n
n
O ��
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D
D - 8'-0"PLATE FE" a
- 9'-a'PLATE W16W
-10'-a'PLATE reM
m
a
CN
W� Z
PLATE HEIGHT & ROOF PLAN
NOT TO SCALE SHEET
F- 2
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1111) IMS' 1 Rf. 11641.; A14f) f1f:PAjjIqI1 .I C 1F DWG- T I 1" 114 COMP(Ifftj jt4PUTWOADS & DIMEN510111,0 91 t Y TRUSS
TOP CHORD 2x4 SP +12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
ROT CHORD 2x4 SP 112 N UPLIFT (LB) : 310 220 200
WEBS 2x4 SP N3 BRG.LOC (FTI : 0.00 9.90 9.90
TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED BUILDING (1991 SBC)
SETBACK. CORNER JACKS HAVE NO WEBS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C.
CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCAT N�Sg PARTICULAR CARE IS ADVISED DURING R=567# W=1"8
INSTALLATION TO Et E THAT THIS TRUSS IS ERECTED PROPERLY.
12'8"12 _1
11
1.5X4
1 .5X3 n
0
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_ 2X5(A1)
4'7
�A-2'9" 15 --1 9' 10" 13 -1
�•---- 9' 10" 13 - - --I
R=588# N=3"6 R=118# W=i"8
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY f TOTAL = f REV. 17. 1e SCALE =0.3750
US '1
AI PI... ENOIIIf[fr.0 tvlxxx:I S. ITR /. liNtSSEs IIEtAIIOE ExlrEl-1 "A"C .... "I TC LL 30 .0 PSF REF
(? x* x* ARN I NG 111 IIAt1N.1110, IIIECI ItAt Ate)
IMPpRTANT S11A11.Iql uE Ix 51'UNSIIxE(nl ANY
uEvunn+nn1 uns ucslGu n1 nr.sE srluncAllnts. ul Au anAcnA:. SEE 1111-91 OY IPI. SEE 11115 pEslnl 5606 TC DL 7 .0 PSF DATE 10/14/93
T AILIME TO 0OItO 111E IFILMS IN COIlnMA1071 NIM USIOU UY 11'1 FUN AUI1IIOtUL SPECIAI PETMANENI U ACIIA'.rc
AI.PNIE COIAEAT
CIOr1S AOC NATE(IF 20GA GALV. STEEL MEIINO ASIN /1111EM.NIS TRAM 01111MISE IIMICAIEO. IU' "•'!q �{ _ 9C DL 10.0 P5F ORWG
O� 4446 On O EXCEPT AS NOTED. APPLY CO1.1f.CTOFIS 10 EACH FACE n CI101.I SIIALL OE LAIEIIAI.LY MIACCO Milli IRYDEN r !I
liAlss Alo UIEESS OttE1NISE Lof.A1f0 014 MIS OESIGII. POSlilnl LY At1AC11:0 PI.IN000 SIEIIIIIN:. OOIto"Clam �'.,� ' ARID*,,.Qtr 113C LL 0•0 PSF MSK
f,I..AEInII 11.111.1A"IItfS 130. P.0 G IGOA r U9IQI SIA11NA1nS 111111 IEx.11x.Y AIIACISO nlGlll MIT --SI.F. .III�GlNEES TOT LD. 47 .0 PSF 0/A LEN. 9-10-13
Lmil"IN 11/AIl'1.1LAIIII 11111VISItAfi U U,S t 11.1. AN I.IA.IL(11'6 MI'llx IIIICIICAI nvAIF o/l/atl I1M1111U1}I .....
SIU. nt 1NIS ONAVItIG M1LItS 10 ITE Ct*"W&NI t1FPIC1IU 1.1.. 01N"AI1 AMICA110N IUMINN A MIT Of 11615 OUR.FAC. 1 . 33
IN 011LY. ANO SOMI.1Ail 1L 1-11.1(.11 UPM IN ANY OIICP"AY. MUM"10 Ill TIAISS EIECTIUN CONIFIKIIM.
.- 111 . 1116.•!:1 . 1►a Ntl .K. an 14411#41M •:t t f t. I. *pit I:I... .: SPACING see above TYPE JACK
r
ALPINE
- ENGINEERED
Tguss�. .. , PRODUCTS, INC.
1950 Marley Drive•Haines CNy,Florida 338"• (813)422-8685
December 8, 1992 _
Mr. Todd Berry
Holmes Lumber Company
P.O. Box 31301
Jacksonville, FL 32230
Dear Todd:
Paslode 8d Power Nails (diameter = 0.131" - length 3") properly applied with
a pneumatic nailer may be substituted for the 16d common wire nails specified on
Alpine multi-ply girder designs in accordance with the substitution chart shown
below. This chart may be used for the top and bottom chords.
16d Nail Spacing 2 or more plys
as called out Paslode 8d Power Nails
on Alyine design spacing
2" o.c. . . . . . . . . . . . 1-3/8" o.c.
3" O.C. . . . . . . . . _ . . 2" O.C.
4" O.C. . . . . . . . . . . . 2-3/4" o.c.
5" o.c. . . . . . . . . . . . 3-1/2" o.c.
6" O.C. . . . . . . . . . . . 4" O.C.
7" o_c. . . . . . . . . . . . 4-3/4 o.c.
8" Q.C. . . . . . . . . _ _ . 5-5/8" o.c.
9" O.C. . . . . . . . . . . . 6-1/4" O.C.
10" O.C. . . . . . . . . . . . 7" O.C.
11" o.c. . . . . . . . . . . . 7-3/4" O.C.
12" O.c. . . . . . . . . . . . 8-3/8" o.c.
13" O.C. . . . . . . . . . . _ 9" O.C.
14" o.c. . . . . . . . . . . . 9-3/4" o.c.
15" o.c. . . . . . . . . . . .10-1/2" o.c.
i6" O.C. . . . . . . . . . . .11-1/4" O.C.
Paslode 8d Power Nails at 4" o.c. , as each layer is applied, can be used to
fasten the webs together.
I hope this helps. Please call me if you have any questions.
Sincerely,
ALPINE ENGINEERED PRODUCTS, INC.
Rington B. Brown, P.E.
Regional Manager
RBB/law
Job: 4-3656) 7 67 T1 21 -4" HIPS 7'SQ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 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): 860 850
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04
TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
#1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC)
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+).Gravity (-)-Uplift
---------------------------------------------------------------
WMW UPLIFT W1IM. I WW11 HANGER MMW
H5 -455#(Jacks Only) I HUS26 - + 2751# -12860(!Od 1pIy)
MTS12 - -1000# HUS26 - + 33150 -1550#(16d !ply
MTS12 - -20000(2 Each) RHUS48 - + 4299# -16600(!Od 2ply
MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply)
MTT268 - -4455#(2 Each) (16d) HGUS48 - + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#lEach) ( HGUS5.5- +11335# -39450(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
j• 21 '4"
(_
'7. _ T 7'4" 7'
T f�
5 3X4 X5
m
1.5X3 1.5X3
6
tm 4X5 (A2) 4X5(A2)
1 X8.
�- 2' -�- 21 '4" 2'
_7' y�7.4,1 �--7'
R=2139# W=3"8 578# 578# R=2139# W=3"8
TAG = T5 SEO: 79108
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = i REV, 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/05/94 T C LL 30 .0 PSF REF
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING I NG IN HANDLING, ERECTION AND
(\n ,1!1111
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/05/94
X11 �11
^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - � �U$
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TDP - - BC OL 10.0 PSF ORWG
\U\\ A4e6 GP 0 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 W BC LL 0.0 PSF L JS
CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE TOT.Lo. 47 O PSF 0/A LEN. 21-4-0
CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/96 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HE1$ DRYWALL APPLICATION. FURNISH A COPY OF THIS O RID Q P: OUR,FAC. i .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •'l� INEE �.�
+--TPI • TRUSS PLATE INSTITUTE. NOg• 1991 NATIONAL DESIGN SPECIFICATION FOR W900 CONSTRUCTION 11111111f111 SPACING SEE ABDVE T YPE Fl 1 Q S
Job: 4- 6 T 67 T '4" HI 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT L AOS 6 DIMEN IONS StJBMITTEO BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 470 470
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C• ----------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
vm* UPLIFT NWW I WNM HANGER WWW
H5 - -455#(Jacks Only) I HUS25 - + 2751# -1286#(10d 1ply)
MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(10d 2ply)
MTT28B - -37860(2 Each) (10d)I HHU548 - + 5180# -20000116d 2ply)
MTT268 - -4455#(2 Each) (16d)1 HGUS48 - + 66401 -21990(10d 2ply
MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945/(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
9. 3141. 1 g'
4X6 4X5 (R)
T
m
1.5X3 1.5X3
� 6 p
,Q
3X4 (A I) �U4 (A
� e'
P 3)4 3X43X7
� 2' {- 21 '4" ( 2-
R=1156# W=3"B R=1155# W-3"B
TAG TSO SED: 79116
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - i REV. 17.2m SCALE 0.2500
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 42/05/94 TC LL 30.0 PSF REF
*I MPO R T A N T 3(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION ANDI
�7
A \\\jTVn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN ��T1uS �IY� TC DL 7.0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ V _
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED.. TOP _ _ BC DL 1 0 .0 PSF DRWG
Q
4446 GR 8 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 W BC LL 0 .0 PSF L JS
CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF T OT.LD. 47 .0 PSF 0/A LEN. 21-4-0
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER '
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' � 0 RIO
{I' P` DUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. NEE..,,, 0 SPACING I NG 4 O" TYPE M
--TPI - TRUSS PLATE INSTITUTE, NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION I"/1/1 11/1
Job:-(4-3656) LOT 67 T 21-4- LITE-STORAGE FINKS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 OrMENSIONSI SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x6 SP 02 N UPLIFT (LB): 700 690
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ----------------------
-----------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity H-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------
UPLIFT *N* I *** HANGER ***
SPECIAL LOADSH5 - -4550(Jacks Only) I HUS26 - + 27510 -1286#(10d #ply)
-------------------------------------------------- MTS12 - -10000 1 HUS26 - + 3315/ -1550#(16d #ply)
TC - From 74 PLF at -2.13 to 74 PLF at 23.46 MTS12 - -20000(2 Each I HHUS48 - + 42990 -16600 10d 2ply)
BC - From 100 PLF at 0.00 to 100 PLF at 21.33 MTT28B - -37860(2 Each (10d)1 HHUS48 - + 51800 -2000#116d 200
BC - From 81 PLF at 21.33 to 81 PLF at 21.33 MTT28B - -4455#(2 Each) (16d) HGUS48 - + 66400 -2199#00d 2ply)
MST60 - -46880(Per 2aly) HGUS48 - + 80000 -2650f 16d 2ply)
CS150 - -1650#(Each) HGUS5.5- +113350 -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
r 10 '8"
4X6 (R)
1 .5X3 1.5X3
00 6 P
3X6(A 1) 3X6(A i)
4X5 bAb4
f— 2' � 21 '4" 2' I
R=2009# W=3"8 R=2009# W=3"8
TAG = T42 SEO: 79422
PLT. TYP,-ALPINE DESIGN CRIT=TPI QTY 6 TOTAL - 6 REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CAWg2/06/94 TC LL 30 O PSF REF
**I MP OR T A N T R N SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
rt \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NTB-91 By IPI. SEE THIS DESIGN \\\�us TC C OL 7.0 PSF DATE 12/06/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST84 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
O ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE IWOICATEO, TOP - - BC OL 10.0 PSF DRWG _
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 !
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC L L �+ 0 PSF Lis
CONNECTORS PER DRAWINGS 130. 150 C 160A-F. SIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE Of - KSP
.LD. 47 .0 PSF 0/A LEN. 21-4-0
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN EAGIMEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER O q10�
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR,FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON iN ANY OTHER WAY. DESIGN TO THE TRx7SS ERECTION CONTRACi011. �,,F INEE,;"11
+--TPI -TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTAUCTION TRI{\\\\\\ C I NG 24.0" ITYPE c o mn"
Job: 4-3666 LOT 67 T4 '4" LITE STORAGE FINKS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBM TTE Y TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x6 SP #2 N UPLIFT (LB): 700 690
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 21.04
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift
--------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. If** UPLIFT *** I *** HANGER ***
SPECIAL LOADSH5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(fOd (ply)
--------------------------------------------- MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d (ply)
TC - From 74 PLF at -2.13 to 74 PLF at 21.33 MTS12 - -2000#(2 EaCh) II HHUS48 - + 42990 -1660#((fOd 2ply
BC - From 100 PLF at 0.00 to 100 PLF at 21.33 MTT28B - -37860(2 Each (10d)) HHUS48 - + 5180# -2000#(16d 2ply
BC - From 81 PLF at 21.33 to Bi PLF at 21.33 MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945# 16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�- 108" + 10'8"
4X6(R)
in 1 .5X3 1.5X3
CO 6
Ln
3X6(A 1) X6 (A 1)
7n 4 X X X IS
21 '4" _I
R=2019# W=3"8 R=1846# W=3"8
TAG = T47 SEO: 79420
PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL = 2 REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94
TC LL 30 .0 PSF REF
W IMP 0 R T A N T M SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECT70N A1�
�n11f1j
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 By TPI. SEE iNIS DESIGN TC DL 7.0 PSF DATE 12/06/94
FAILURE TO BUILD THE TRU59 IN CONFORMANCE WITH OSTBB BY TPI, X11 �T•
I U ` SUS ;•,�
n . FOR ADDITIONAL SPECIAL PERMAIX=NT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 0 .0 PSF L J S
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL
CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _- TOT.LO. 47.0 PSF 0/A LEN. 21-4-0
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISo Rte Q• DUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. ''Y INEEa`'•`�`
-- ISPACING 24.0"
TPI • TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '/TTRlllllll`� TYPE comn `
Job: (4-3666) DT 67 T5 17' HIPS VLT 4'8" SB THIS DWG. PREPARED FROM COMP TER INPUT L ADS 6 OIMENSI NS U MITTEO BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N :B2 2x4 SP 01 Dense: UPLIFT (LB): 220 240 220
WEBS 2x4 SP 03 BRG.LOC (FT): 0.71 6.00 16.71
:Lt Wedge 2x4 SP 03: TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ,
THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED BUILDING (1991 SBC)
ONLY. DO NOT USE WITH PLASTER CEILING. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
#1 HIP DESIGNED TO SUPPORT 04-08-00 JACKS AT LEFT END. (+)-Gravity (-)-Uplift
JACKS HAVE NO WEBS.
---------------------------------------------------------------
*** UPLIFT *** I *** HANGER ***
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 3315! -1550# 16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16601 fOd 2ply)
CONTRACTORS WARNING: MTT28B - -37860((2 Each) (10d)I HHUS48 - + 5180# -20000((16d 2ply)))
ATIS TRUSS SPECIFICILOCCATIONS. PARTTICULARSIGNED TO BEAR OCAREOR SISPORT ADVISEDITIONAL DURING LOADS MST60B - -46880(Pera2p� (�6d)I HGUS48 - + 80000 -2650#0 6d 20y)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS15O - -1650#(Each) III HGUS5.5- +113350 -39450(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�- - 4'8" 12-4" _I
4X5(R) 1 ,5X3 3X4 1 3
n n
6
m X7 m
2X4 (A1)
O 4.3 co10'
v � v
fV
8'
�-m 5'5"410' 10"4
X4 3X3
�•-2' T• 17'33
_t
R=497# W=3"8 R=780#XW=3"8 R=474# W=3"8
TAG = T11 SEO: 79126
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE -0.3750
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAIS 12/05/94 TC LL 30.0 PSF REF
t
WIMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE TH13 DESIGNNE ��1t� rriTC OL 7 .0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANT BRACING RENLALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG
A446 OR 8 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 * BC LL 0 .0 PSF L JS
CONNECTORS PER DRAWINGS 130. ISO C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF 0/A LEN. 17-0-0
CONFORM M/APPLICABLE PROVISIONS OF NAS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FINNISH A COPY OF THIS 0 R10�'Q P: OUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. i•�r ��
•--TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION rNNN n H.1H,N SPACING SEE ABOVE TYPE spec'
Job: 4-3 6 LOT 67 T6 1 HIPS SR SL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x6 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #1 Dense UPLIFT (LB): 200 200
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.67
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ---------------------------------------------------------------
ONLY. DO NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------------------(+)-Gravity-H-Uplift--------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RRR UPLIFT IIMN I RNR HANGER NIIM
H5 - -455#(Jacks Only) I HUS26 - + 27511 -12860(10d 1ply)
MTS12 - -1000# HUS26 - + 3315# -15500(16d WN
MTS12 - -2000#(2 Each) HHUS48 - + 42990 -1660#(fOd 2ply)
MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply)
MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#116d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -39450 16d 300
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
J_ 10'
X4
I. 3 i. 3
3'e �8'
10' 11"B
X3 3X3
�• 10' 11"a -�
R=515# W=3" R=515# W=3"B
TAG = TIS SED: 79134
PLT. TYP -ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV, 17.2m SCALE 0.3750
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
X IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
n I i DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��-1,`1�11����� TC OL 7,0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT OWING RE _ v -
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF ORWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5608
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF L JS
CONNECTORS PER DRAWINGS 130. 150 C I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE $jATE (1F - TOT.LD. 4 7 .0 PSF D/A LEN. i 0-11-8
CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/!/911 FOR PROPER O RIO' N,"
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS . �. rQ ` OUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
•--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION '',�RRIRRU111`Y`` SPACING 24.0* TYPE s p e Cw
Job:--(4-3666) LOT 67 T7 10' 11"8 HIPS SR SL 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.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.67
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
END VERTICAL MAY NOT BE EXPOSED TO HORIZONTAL WIND PRESSURE. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. M-Gravity (-)Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
*** UPLIFT *** I *** HANGER Nxm
H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply)
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each I HHUS48 - + 4299# -1660#(IOd 2ply)
MTT288 - -3786/(2 Each (IOd)I HHUS48 - + 5180# -20000(16d 200
MTT288 - -4455#(2 Each) (16d)) HGUS48 - + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
�_2 7"8 6' — 2,2rFERE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
5X5 X5
6 P;-
2X X2
m
m m
tD 5 co
v
in m
e'
3X
10' 11"8
X3 3X31
10, 11"a —
R=515#
0' 11"8 R=515# W=3" R=515# W=3"8
TAG = T19 SEO: 79140
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL i REV. 17.2m SCALE -0.3750
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYAR N I NG IN HANDLING. ERECTION AND 1711,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN .`1�us E��i�' TC OL 7 .0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBR BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUTREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC OL 10 .0 PSF ORWG
O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 .0 PSF L JS
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE $TATE OF _ TOT.L D. 4 7 •0 PSF 0/A LEN. i 0-1 i-8
CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (O RLQ'' P
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q �� DUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY 07HER NAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR.
• 1PI - TRUSS PLATE INSTITUTE. NDS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION i,''•I,111111,1` SPACING 24.0" TYPE spec e
Job: 4-36 LOT 67 TQG 24'7"12MN VLT DROP GABLE THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 OIMENSI NS USM TTED Y TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT BRG,LO (FT):
WEBS 2x4 SP 03 UPLIFT (FT):
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT 15.00 FT. ENCLOSED
- -----' ---------
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ---------- -
"_---_ILLI-_----------_--_--ILLI--
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. =Gravity (-)-Uplift _ _________
I
www UPLIFT www
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---'-------`LIFT-- -(+) - - -
www HANGER ww
w
CONTRACTORS WARNING: H5 = -4550(Jacks Only) I HUS26 - + 275]0 -12860(10d 1ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 3315/ -15500(16d 1ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -15600(fOd 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply)
MTT288 - -44550(2 Each) 116d)I HGUS48 - + 66400 -21990(10d 2ply)
MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500116d 2ply
CS150 - -16500(Each) I HGUS5.5- +113350 -39450t(f6d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
12'3"14 12'3"14 _I
4X4
Y1 6 r'-
(V
ID
3X4 (D11
1 6"3
--•era 000 7'p"8
�5,4,. �2, �5'O.,g
24'7" 12
R=114 Of W--12'3"4
W=2' SED: 79072500
If
R=217# W=3"S R=351 P SCALE
REV. 17.2m
TC LL 30 .0 PSF REF 12/05/94
TOTAL 1 12/05/94 7 .0 PSF DATE
QTY 1 TPUSSE' REQUIRE EXTREME CAM 1,%11,x,,, TC DL 10 .0 PSF DRW6
TACT = T45 ALPINE DESIGN CRIT=TPI ARNING IN HAtaIXINc. ERECTION .`�uS E BC DL LJS
PL TY P.- ALPINE ENGINEERED pP000CTs. INC' O .0 PSF
,(IMPORTANT**SHALL NOT 9E RESPONSIBLE FOR ANY - 5606 - BC LL N. 2 4—7_
DR ANr gPACING. SEE NtB-9i BY TPI. SEE THIS DESIGN
_ 47 .0 PSF 0/A LE
pEy]Al ION FROM TNIS DESIGN OR "HESE SPECIFICATIONS. SHALL BE LATERALLY BRACES WITH PROPER = _ T DT .LD
pERNANENT BRACING R
TPI POR A00ITZONAL SPECIAL NOICATEO. T�
WIT"
FAILURE TO BUILD THE TRUSS IN CONFORMANCE TEEL MEETING
BY cMG BOTTOM $TATE OF - '1 33 b I
NNEC[OPS TO EACH FACE OF Y AT 1l.CHEO PLYM000 SHEAT GIO CEILING C SEEEE r R� YAC. ga
OVIREMENTS. UNLESS O117ERW lSE I _
ALPINE
CONNECTORS ARE MADE APPLYOF CO ALV. STEEL MEET POSITION L Y ATTACHED RI 0 R1� Q'� DUR TYPE
1.6 GR B EXCEPT AS NOTES. WI1H PROPERL FOR PROBER . F 24.0
O F. DESIGN STANDARDS ALPINE TECHNICA UPDATE f7/I/ALC�Y THIS ��' INE ;r� SPACING
O TRUSS AND UNLESS OTHERWISE LOCATED ON TNIS DESIGN. A�ICATION. FURNISH TRACTOR. �.,X1111,11
C TPI. AN ENGINEER'S DRYWALL TRUSS ERECTION CON
CONNECTORS
PER DRAWINGS 730. 150 6 050 A- DESIGN 10 THE
T 1HE COMPONENT DEPICTED HERE FOR W000 CONSIR�T ION
CONFOPW W/APPLICAOLE PPOVIES 1 OF NOS IN ANY OTHER WAY'
SEAL ON 1M15 ORAWING APPLIES O !991 NATIONAL OE-IG
SPECIFICATION
(N 011Lr. AHO SHALL NOT BE RELIED UPON "
•--tPl TRUSS PLATE I
NSTITUTE. NOS"
Job: (4-3666) LOT 67 Ts 24-7-12MN VLT THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY RUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 290 480 270
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.38 24.35
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100,00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(0-Gravity (-)-Uplift
CONTRACTORS WARNING: ---------------------------------------+-----------------------
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS *** UPLIFT xx* I *** HANGER ***
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -455#(Jacks Only) I HUS26 - + 27514 -12860( Od 1p1y)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -1000# HUS26 33150 15500116d 1ply)
MTS12 - -2000#(2 Each) HHUS48 - + 42990 -1660#(10d 2ply)
MTT28B - -3786#(2 EacM) (10d)► HHUS48 - + 5180# -2000#(16d 2ply)
MTT28B - -4455#(2 EaCh) (16d)1 HGUS48 - + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) t HGUS5.5- +11335# -3945# 16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�---
12'3"14 -�- 12'3"14 -�
4X12
n1 X4
3X4
6 p
U]
4X5(R)
3X4 (A 1) 1'8'3 X4 (A 1)
_4'3a 4 __I_ '!hB
4X5 (R) 4X6 (R)
12'4"8 12'3"4 _I
� 2' -- --5'4" - 2' ---5'0"8 -- 12'3"4 __I�2'
24'7"12 _I
R=471# W=3"8 R=1688# W=3"8 R=463# W=3"8
TAG = T43 SED: 79362
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 3 TOTAL = 3 REV, 17.2m SCALE 0.2500
ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
)()(IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN •�T.`�' fTYi��/ TC OL 7 .0 PSF DATE 12/05/94
^ \\UUVIAU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �!
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
NL .
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 BC LL 0 .0 PSF L JS
W
CONNECTORS PER DRAWINGS 130. 150 C 16CA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.LO. 47.0 PSF Q/A LEN. 24-7-12
CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEIS
DRYWALL APPLICATiOW. FURNISH A-COPY OF THIS Q RS�O Q �� DUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTTER WAY, I DESIGN TO THE TRUSS ERECTION CONTRACTOR, ' INE
.--TPI • TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WDOO CONSTRUCTTDN ,��I�II�I�IT\ SPACING 2 4.0" TYPE spec
Job: (4-3666) LOT 67 T9 24-7-12 COMN V T SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP i2 N UPLIFT (LB): 280 200 200
WEBS 2x4 SP /3 BRG.LOC (FT): 0.00 12.37 12.38
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100,00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity 1-1-Uplift
CONTRACTORS WARNING: ---------------------------------------------------------------
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS *** UPLIFT *** I *** HANGER ***
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -455# Jacks Only) I HUS26 - + 27511 -12860(10d 1ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MTS12 - -1000# HUS26 - + 33151 -15500(16d 1ply)
MTS12 - -20000(2 Each) HHUS48 - + 42990 -16600(IOd 2ply)
MTT28B - -3786#(2 Each) (10d)) HHUS48 - + 51801 -2000#(16d 2Ply
MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) HGUS48 - + 80001 -26501 16d 2ply)
I
CS150 - -1650#(Each) HGUS5.5- +11335# -39451 16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
—
12'3" 14 -
v
3X5
3X4
6 p
4X5(R)
2X5 (A i) 1'8'3
a 4 1 1.5X3 _4e,
4X5 (R)
12'8"
�2' .T- 5'4- —+ 2' - --5'4-
�--
12'8" _I
R=779# W=3"8 R=0# W=3"8
R=564# W=3"8
TAG = T46 SED: 79380
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV, 17.2m SCALE -0.2500
�1ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
*I MP O R T ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 111111tR�RT
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN _ .��VS F TC OL 7.0 PSF DATE 12/05/94
^ \\U\wIVILU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING fE
ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG
O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - S6OB - BC LL 0 O PSF LJS
TRUSS AND UNLESS OTHERMISE LOCATED ON THIS DEIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W
CONNECTORS PER DRAWINGS 130. 150 C 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of TOT.LO. 47 .0 PSF O/A LEN. 12-8-0
CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
OR10� P�
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' Q `� OUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. �EE1S
--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCT[ON "�1 RHRRR�R�A,``, SPACING 24.0' TYPE spec-
Job: (4-3666) LOT-67 TIO 24'7"QHIPM DROP GABLE 4'SB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP t2 N UPLIFT (LB):
WEBS 2x4 SP.03 BRG.LOC (FT):
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ------------------------------- -------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
W** UPLIFT xrr I xKx HANGER Mxx
- +
H5 - -455#(Jacks Only) HUS26 27511 1286#(IOd 1ply)
MTS12 - -10000 HUS26 - + 3315# -1550#(16d 1ply!)
MTS12 - -20000(2 Each HHUS48 - + 4299# -1660#(IOd 2ply)
MTT28B - -3786#(2 Each) (SOd) HHUS48 - + 51800 -20000(16d 2ply)
MTT28B - -44550(2 Each) (16d) HGUS48 - + 6640# -2199#(10d 2ply)
I
MST60 - -4688#(Per 2ply) HGUS48 - + 80001 -2650# 16d 2ply
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply
-------------- --------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�-4' 20'7"8 `(
e 4X5 (R) 3X4 �e
T4 3X4 (01) 1 121 121 121 121 1 1 i �9'
—e 4 1118
a3.s4 5 (R)
--3'7"8 _ 21 '
24'7"B
R=158# W=3"8 R=103 Of W=21 '
TAG = T1 SEG: 79320
PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
(�(? *IMPORTANT**SHALL NOT BE PESPOI45ZE FOR
ANYWARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` V
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - BC DL 10 .0 PSF DRWG
TO EACH FACE OF CHORD SHALL BE LATERALLY
O GA IT EXCEPT AS NOTED. APPLY AND UNLESS OTHERWISE LOCATED THIS BRACED
DESIGN. POSITION LV ATTTACHED PLYWOOD SHEATHING, BOTTOMWITH CHORD = W ROPER 6OB
TRUSSC = BC LL 0 .0 PSF L<JS
CONNECTORS PER DRAWINGS 130. 150 C 16OA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF DSA LEN. 24-7-8CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER I O 0' p
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS qiQ OUR.FAC, 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
Y--TPI - TRUSS PLATE INSTITUTE, HAS• 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��T•eH...1T1, SPACING 24.0" TYPE h i p m.
JOb: (4-3666) LOT 67 T11 24*7"8 HIPM VLT 6'S8 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR.
TDP CHORD 2x4 SP 02 N : T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 540 410
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+).Gravity (-)Uplift
---------------------------------------------------------------
*** UPLIFT *** I *** HANGER ***
H5 455#(Jacks Only) I HUS26 - + 27510 -12860(1Od 1ply)
MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(lOd 2ply)
MTT288 - -37860(2 Each) (100 1 HHUS48 - + 51800 -20000(16(1 2ply)
MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply)
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�6,
T 6X6 3X4 TP.5X3 X T
(n 2'I}4'3
Q 6 p•
9'
m 3X6(A 1) 1.PK3
d 3.6 5X7
�2' --�--3'7"8 21 ' - J
24-7-8
R=1332# W=3"8 R=1135# W=3"
TAG = T8 SEO: 79281
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL 1 REV. 17.2m SCALE =0.2500
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
X I M P OR T A N T N X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
^ \ (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN - �1,%US' �T,.1i TC OL 7 .0 PSF DATE 12/05/94
FAILURE TO BV
UILO THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR 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
O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ BC L L 0 .0 PSF L JS
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C1Wx0
CONNECTORS PER DRAWINGS 130. 150 G 16OA-F• DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 24-7-8
CONFORM M{APPLICABLE Pi[OVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (0 RIO*
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE
DRYWALL APPLICATION. FURNISH A COPY ti THIS �� Q � OUR.FAC.
1 •3 3
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I E►S,`�
.--TPI • YAMS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '��h rT I,I III, SPACING 2 4.0" TYPE spec,
Job: 4-3666 LOT 67 T12 4'7" HIPM VLT E3'SB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 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): 530 420
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORO. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+) Gravity (-)-Uplift
------------------- --------------------------------------
*N* UPLIFT *W* I *** HANGER N**
H5 455#(Jacks Only) I HUS26 - + 27511 -12860(10d iply)
MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 2ply)
MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply)
MTT288 - -4455#(2 Each) (16d) HGUS48 - + 66400 -21990(10d 2ply)
MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply)
CS150 -1650#(Each) I HGUS5.5- +11335# -3945# 16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
16'7"8 --1
T 6X7 4 7 T
1 Tc*�
m
v 6 F,-
1.5X3 m
v 9
3X6(Ai) 1. 3 X4 3 3Xi 3
a 3.65X14
`--2' +--3'7"8 21 ' —
24'7"8 _I
R=1332# W=3"8 R=1135# W=3"
TAG = T33 SED: 79284
PLT, TYP.—ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
*I M P O R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HTS-91 BY TPI. SEE THIS DESIGN � �R FTT��' TC OL 7.0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE _ ` v
ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP I _ BC OL 10 .0 PSF ORWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERMTSE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0.0 PSF LJS
CONNECTORS PER DRAWINGS 130. 150 G ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.LO. 47.0 PSF OI A LEN. 24-7-8
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 q10* P:
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q;� QUR.FAC. 1 .33
--
IN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOq,
TPT - TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ,�RIIRRRRITT SPACING 24.0" TYPE spec
Job: (4-3666) OT 67 T13 24*7"8 HIPS VLT 1Q'SQ SR THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 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): 530 420
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT, ENCLOSED
(A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ---------------------------------------------------------------
Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *x* HANGER ***
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27511 -12860(1Od 1ply)
MTS12 - -1000# 1 HUS26 - + 33150 -1550#06d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(10d 20y)
MTT288 - -3786#(2 Each) (1001 HHUS48 - + 51800 -2000#(16d 2ply)
MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199000d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply
l
CS150 - -1650i(Each) I HGUS5.5- +11335# -39450(16d 3ply
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
10' 13'4"
4X6 I 5X3 5X5 (R)
X2
(A) T
m 3X5 to
v 00
6 p
3X6 (A fl X4 1 9.
7nB
a 3.6 5X6
�2' +-3'7"E3 21 ' J
�- 2478
R=1332# W=3"8 R=1136# W=3"
TAG = T32 SED: 79287
PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
(�2 )()(IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
OEViATION FROM THIS DESIGN OR THESE SPECIF]CATIONS, OR ANY BRACING. SEE NIB-91 BY TPI. BEE THIS DESIGN %JS � TC OL 7.0 PSF DATE 12/05/94
^ \\UwVI►U\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING TIE
ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 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 OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC L L 0 .0 PSF L JS
CONNECTORS PER DRAWINGS 130. 150 C I60A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF z TOT LO. 47 .0 PSF O/A LEN. 24-7-8
CONFORM M/APPLtCABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 R10' P
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' A(. Q �� OUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTPACTOR, ,� INEE '
--tPI - TRUSS PLATE INSTITUTE. NDS 1991 NATIONAL DESIGN SPECIFICATION FOR M000 CONSTRUCTION �TTTTTTTTT��`` SPACING 24.0" TYPE spec .
Job: 4-36 DT 67 T14 24'7"S HIPS VLT 12'S6 SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENS ONS U M TTEO BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 520 420
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+).Gravity (-)=Uplift
---------------------------------------------------------------
*** UPLIFT *** I *** HANGER ***
H5 - -455#(Jacks Only) I HUS25 - + 2751# -1286#00d 1ply)
MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(10d 2ply)
MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(15d 2ply)
MTT28B - -44550(2 Each) (1601 HGUS48 - + 66400 -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500 16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945# 16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
12' � 9-4" _1_ 3.3„8
4X5 3X4 05 (R)
X5
4X4 T
6 F,- m
LD ZSD� m
9
3X6(A1) 3K7 3X43
� d 3.6 5X7 �B•
�-
2' +-3-7"B 21 ' _1
24'7"8 _I
R=1332# W=3"8 R=1135# W=3"
TAG = T26 SED: 79290
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL 1 REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
^ 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN CINEEVr""
" , TC DL 7.0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - 0 .0 PSF LJS
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL
CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE
STATE TOT.LO. 47.0 PSF 0/A LEN. 24-7-8
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNIS14 A COPY OF THISOUR.FAC. 1 •33
IN ONLY. AND SHALL NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.•--TPI - TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 'N/R11T11SPACING 24.0" TYPE spec
Job: 4-3 OT 67 T15 24*7"6 HIPS V T 14'SB THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N : T1 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 520 420
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
(A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER: ATTACH WITH ---------------------------------------------------------------
8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS
ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift
------------------- ----------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT N** I **x HANGER **x
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d iply)
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 200
MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) ( HGUS5.5- +113350 -3945#((16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
14 ' 5'4" 5'3.8 —-{
4X6 4X (R)
X4
c� 4X4T 1 (A) T
m
A�l
v �
6 p
f*1
9
3X6(A!) X X 3
3X48.
p 3.6 5X7
}_2 +-3'7"8 + 21 ' i
24'7"8 -�
R=1332# W=3"8 R=1135# W=3"
TAG = T4 SED: 79292
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUTRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
*IMP 0 R T A N T M N SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND
1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIS-91 BY TPI. SEE THIS DESIGN 1�14�I.
�T��� TC DL 7.0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V
O\\\\\VV> ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG
A446 OR B 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 CHDRO * BC LL A 0 .0 PSF LJS
CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PRDPERLY ATTACHED RIGID CEILING --SEE - STATE OP - T O T.LD. `'/7•0 PSF O/A LEN. 24-7-8
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER (0 R10� P
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS L(. Q DUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��Y� INEt^,1� DUR.ISPAI C 24.0"
--TPI -TRUSS PLATE INSTITUTE. NOS• 1991 NATIDNAL DESIGN SPECIFICATION FOR WOOD CDNSTRUCTION '11/111111TYPE spec
JOb' 4-3666 LOT 67 T1 ' HIPS 16'SB SR $L THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N : T3 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
80T CHORD 2x4 SP 02 N UPLIFT (LB): 340 350
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
(A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ---------------------------------------------------------------
8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ERECTION CONTRACTOR, M-Gravity (-)Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. *K* UPLIFT K** I KK* HANGER *K*
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply)
MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply)
MTT28B - -3786#(2 Each) (1001 HHUS48 - + 5180# -20000(16d 2ply)
MTT28B - -44550(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
12'48 -�- •� 7'38 -�
4X5(R) QX (R)
T3
m 6 3X4 X4
v T
n (A)
3X5
T m
1' 5
9'
3X4 3X4X
21 ' _I
1 .5X3
R=987# W=3" R=987# W=3"8
1.5X3
TAG = T3 SEO: 79181
PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/05/94 TC LL 30.0 PSF REF
t
X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND
OEVIAiION IRON THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-9f BY TP1. SEE THIS DESIGN ��IVc, '� TC OL 7 O PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPJ. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v` -ALPINE CONNECTORS ARE MADE OF 206A DALY. STEEL MEETING AGIN QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 1 O O PSF DRWG
A446 GR B 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 8C LL 0 .0 PSF (-J$
CONNECTORS PER DRAWINGS 130. 150 G 1SOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE TOT.LD. 47 .0 PSF DSA LEN. 21-0-0
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGIMEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. 0 Rte'Q?: OUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEVO
--TP] - !BUSS PLATE INSTITUTE. NOS 1991 RATIONAL DESIGN SPECIFICATION iq1 M000 CONSTRUCTION
''•T,,,,,,,H` SPACING 24,0" TYPE spec
Job: (4-3666) LOT 57 T17 "4" HIPS DROP GABLE 4*S SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 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):
WEBS 2x4 SP 03 BRG.LOC (FT):
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------- -----------------------
*** UPLIFT *** I *WN HANGER **M
H5 455#(Jacks Only) I HUS26 + 27511 1286#(fOd 1ply)
MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -2000#(2 Each) HHUS48 - + 42990 -16600(10d 2ply)
MTT288 - -37860(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply)
MTT28B - -44550(2 Each) (16d)) HGUS48 - + 66400 -21990(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#s16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945# 16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
6 F'- m
�_4 -�- 25 4 -�
4X5(R) X4 4X (R) a
3X4 (82)
z ,0 4 3A 4 4 (DI) 0 0
32X3"8 _I
R=94 plf W=32'3"8
SED: 79198
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY i TOTAL = 1 REV, 17.2m SCALE -0. 1875
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/05/94 TC LL 30.0 PSF REF
X IMP 0 R T A N T M*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 1�1_tuCJ' ���i� TC DL 7 .0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING R 'E V
ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG
0 A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - _
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD $606* BC LL 0.0 PSF L JS
CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF OSA LEN. 32-3-8
SEAL THIS LICAaLNG PROVISIONS
TO OF NOS C TPI_ AN ENT DEPICTED HERE ALPINE
LTECHNICAL
ICATION.UPDATE
FURNISH/90 FOR
OF R �, �O RIO QPM`
DUR!FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. WEER`'
--TPI . TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION Fol W000 CONSTRUCTION ♦,NNrI a j1TT,`� SPACING 24.0" TYPE g a b 1
Job: (4-3666 T 67 T18 33'4" HIPS 6'SB SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 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): 660 530
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 32.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
MWM UPLIFT I1MM I WMW HANGER WWW
H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply)
MTS12 - -10000 1 HUS26 = + 33150 -1550#06d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 2ply)
MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply)
MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply1)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(15d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�--6' -{ 21x4" 4 ' i1"8 --{
T3X43X5— X4 5X4
3•q•3 6 �
"4X5
3X5 (A S)
_Tr 10'7�3 X X4 4X X y B
3X3
�--N —�—
32'3"8
R=1691# W=3"8 R=1498# W=3"B
TAG = T9 SEO: 79209
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE -0. 1875
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REDUIRE EXTREME CAPE 12/05/94 TC LL 30 .0 PSF REF
*IMP 0 R T A N T X X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
1711"
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN �t.Tt 1we TC DL 7.0 PSF DATE 12/05/94
,
n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE
NL - ` v -
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF ORWG
O
4446 GR G EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER - 5608 BC LL 0.0 PSF L J S
-
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W
CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF TOT.LO. 47 .0 PSF 0/A LEN. 32-3-8
CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER (0 RSO' P:
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � DUR.FAC, 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. i F INE' _-�'
■--TPI - TRUSS PLATE INSTITUTE. NOS . 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CORSTRIICTION ''RN'NRRER�T` SPACING 24.0" TYPE hips - .
Job: 4— 666 T 67 T19 '4" HIPS 8'S6 SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #1 Dense : T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 660 530
WEBS 2x4 SP #3 BRG.LOC (FT):. 0.00 32.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
---------------------------------------------------------------
*** UPLIFT MWR I MWx HANGER WxW
H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply)
MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply)
MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply)
MTT288 - -4455#(2 Each) (1601 HGUS48 - + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +l1335# -39450(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�—
8' •�- 17'4" •T- 6' 11"8 ---�
5X42%114Z' ,Sq JAII
m
Q 6 (�
v 4X5
3X5 (A i)
10'7�g
�3 X4 3X3 __A._
3X4
32'3"B _I
R=1691# W=3"8 R=1498# W=3"8
SEO: 79215
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE -0. 1875
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
X IMPORTANT**SHALL HOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIS-91 BY TPI. SEE THIS DESIGN �T.�t'Ur�' - TC DL 7 .0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v -
ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER UN -
TRUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 W BC LL 0.0 PSF L JS
CONNECTORS PER DRAWINGS 130. ISO C i6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT LD. 47 .0 PSF 0/A LEN. 32-3-8
TE
1 FOR PROPER
SEAL NORM ON THIS DRAWING APPLIESLE PROVISIONS oHE�COMPONENT OEPICTEDEER'S ALPINE HERE DRYWALLTECHNICAL
APPLICATION.AFURNISN'AILOPY OS 'IO RIOT Q!.�`
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F OUR.FAC. 1 .33
INEE�'�` SPACING 24.0" TYPE h Ips
--TPI • TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �''PNNNNNN�
Job: (4-3666) LOT 67 T '4" HIP 10'S8 SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 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): 650 530
WEBS 2x4 SP 03• BRG.LOC (FT): 0.00 32.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
(A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ---------------------------------------------------------------
8d NAILS p 5' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ERECTION CONTRACTOR. M-Gravity (-)-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER ***
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply)
MTS12 - -1000# I HUS26 - + 33150 -1550#(16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply)
MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply)
MTT288 - -44550(2 Each) (16d) HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) ( HGUS48 - + 8000# -2650#((16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945# 16d 3ply)
--------- -------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�----
to, - +� 13'4" -+• 8' 11"8 --�
5X6 1.5X3X6
m 1 .5X3 4X4
A sp N
X2
3X5 (A fl 10
—rC3 X 3X5 3X4 1�g
3X7 4X5
32'3"8 J
R=1691# W=3"8 R=1498# W=3"8
TAG = T30 SED: 79220
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = i REV. 17.2m SCALE -0.1875
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIIE EXTREME CAPE 12/05/94 TC LL 30 .0 PSF REF
X IMPORTANT 9()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE $PECIFjCATI0N5, OR ANY BRACING. SEE HIB-91 8Y TPI. SEE THIS DESIGN �1,tfus TC DL 7 .0 PSF DATE 12/05/94
^ \\\V\VV1L\U FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL 10 .0 PSF ORWG
O A4e6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - -
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITLY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD ION 8C LL 0 .0 PSF LJS
CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF _ TOT.LO. 47.0 PSF 0/A LEN. 32-3-8
CONFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/411 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS , F 0 AVD Q P: DUR.FAC. 1 .33
IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. t�^C�
--TPI -- TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRT-7-cN ��NH ETH+'��� SPACING 24.0" TYPE hips
Job: (4-3666) LOT 57 T21 '4" HIPS 12' SB SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 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): 650 520
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 32.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED
(A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ---------------------------------------------------------------
8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ERECTION CONTRACTOR. (+)=Gravity (-)=Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *N* UPLIFT *** I *** HANGER ***
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply)
MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(`10d 2ply)
MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 200
MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 200
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�--- 12' —}� 9-4" 10, 11"e -�
5X4 3X4 5X4
T i
P 1.5X3 4X4
Q 6 p
U]
X2
3X5(AS)
10'7
=3 X _i_8
5 3X7 M
4X5
�--N 32'3"8
R=1691# W=3"8 R=1498# W=3"8
TAG = T29 SED: 79224
PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV, 17.2m SCALE =0, 1875
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
X I M POR T A N T X lE SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN MANGLING. ERECTION. AND117.0
']
n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��T ���i�, T C OL / •0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V
ALPINE CONNECTORS APE MADE OF 2OGA GALV. STEEL MEETING ASTN GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5,606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0 .0 PSF L J S
CONNECTORS PER DRAWINGS 130, 150 G 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING --SEE $TATE OF _ TOT.LD. 47 .0 PSF OSA LEN. 32-3-8
CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
oRID P=
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED(CTEO NETS pgYWALL APPLICATION. FURNISH A COPY OF TNJS • F Q DUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEVr
TPI • TRUSS PLATE OD INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOCONSTRUCTION /T111�1�T`•`
-- SPACING 24.0" TYPE h i p S
Job: (4-3656) LOT 67 T '4" HIPS 14'SB SR THIS DWG. PREPARED FROM COMPUTER INP T LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #i N :B2 2x4 SP #1 Dense: UPLIFT (LB): 650 520
WEBS 2x4 SP #3 BRG.LOC (FTI: 0.00 32.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ---------------------------------------------------------------
ONLY. DO NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REQUIREMENTS
M-Gravity (-I=Uplift
(A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ---------------------------------------------------------------
8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY *** UPLIFT *** I *** HANGER ***
ERECTION CONTRACTOR. H5 - -4550(Jacks Only) HUS26 - + 27510 -12860(fOd 1ply)
MTS12 - -1000# I HUS26 33150 15500(16d 1ply)
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#110d 2ply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000# 16d 20y)
MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -46880(Per 2ply) I HGUS48 - + 8000# -26500(16d 201y)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
14' 5'4" 12' 11"8 ---{
5X6 X4
m 1.5X3 \>4X46 )
X2
3X5 (A 1)
�3 10'7 �B•
X4 X X
4X
32'3M8 J
R=1691# W=3"8 R=1498# W=3"8
TAG = T28 SEO: 79228
PLT, TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL - 1 REV. 17.2m SCALE -0. 1875
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND It
n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 1aVs"�"'i� TC DL 7.0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC OL 10 .0 PSF DRWG
O A4e6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - BC L L 0 0 PSF L JS
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHE AIMING, BOTTOM CHORD N
CONNECTORS PEP DRAWINGS 130, 150 0 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.LO. 47 .0 PSF O/A LEN. 32-3-8
CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER dRIO
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �( _,�c,Q DUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "� INEt^ �
• TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �NNIINI�N0 SPACING 24.0" ITYPE h i p S
Job: (4-3666) T 67 T23 24'7"8HIPS VLT 1 'SB SR THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSI NS UBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N : T3 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 520 420
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.33
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 0991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED
(A) 1X4 'T- BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ---------------------------------------------------------'--"-
8d NAILS R 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ERECTION CONTRACTOR. M-Gravity (-1-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. WWW UPLIFT xxx I *X* HANGER WNW
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply)
MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d 1ply1
MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT28B - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#06d 2ply)
MTT288 - -4455#(2 Each) (16d)) HGUS48 - + 6640# -2199#(10d 2ply)
MST6O - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) 1 HGUS5.5- +11335# -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
16' -�- -�•-----7'3"8
4X5 (R) 4 (R)
T3
m 3X4 X4
6 T
Do (A) n
s
3X6
c*T
EH
9
3X6 (A1) 3X5 4X4 3
� a 3.6 5r6 �B
(` 24 '7"B -i
R=1171# W=3"B R=1144# W=3"8
TAG = T44 SED: 79386
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCALE -0.2500
t
ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
*I MPORTANT*N SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TP1. SEE THIS DESIGN - ��1� S 1 '� � TC DL 7 .0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF ORWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER 5506
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYW000 SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF / L JS
CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.L D. 47 .0 PSF 0/A LEN. 24-7-8
CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L O RI�p Y
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS , F. Q'� OUR.FAC. 1 .3 3
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'���
—TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ''�RRRRRRH..1 SPACING 24.0" TYPE spec .
JOb: 4-3 6 LOT 67 T24 24'7"8 COMN VLT SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N : T2 2x4 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 430
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.33
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity (-)-Uplift
---------------------------------------------------------------
*** UPLIFT 11x■ I *** HANGER ON*
H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(lOd 1ply)
MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(SOd 2ply)
MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply)
MTT288 - -4455#(2 Each) (1601 HGUS48 - + 66400 -21990(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
�- 16'8" •� 7' 11"8 --�
4X4
3X4 T2
m X4
m6 P;- T
00 4X4
m
m
9
3X6(A 1) 3X4 3R43
d 3.6
3'7"8 5r7 21 ' _I
247"8
R=1171# W=3"B R=1144# W=3"8
TAG = T34 SEG: 79435
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 5 TOTAL = 5 REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/06/94
TC LL 30 .0 PSF REF
**IMP 0 R T A N T]f*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND
TC OL 7 .O PSF DATE 12/06/94
\vA"� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN /Us
�1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ _ BC OL 10 .0 PSF DRWG
O A446 GR B 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 W BC LL 0 .0 PSF L JS
CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L 0. 47 .0 PSF O/A LEN. 24-7-8
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C0 RIOP P
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED NEW DRYWALL APPLICATION. FURNISH A COPY OF THIS �(. Q OUR.FAC. 1 .33
IN ONLY, AND SHALL MOT BE RELIED UPON IN ANY 0/HER WAY. TRUSS t0 THE t55 EPECTiON CONTRACTOR.
- TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION T�NTII���TT�T`' SPACING 24.0" TYPE spec
Jo b: (4-3666) LOT 67 T25 9' MN VL T SR THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUSMITTEO BY TRUSS MFR.
TOP CHORD 2x4 SP 01 N :T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
• T3 2x4 SP #1 Dense: UPLIFT (LB): 610 480
BOT CHORD 2x4 SP #2 N :81 2x4 SP #1 N: BRG.LOC (FT): 0.00 29.42
WEBS 2x4 SP #3 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
---------------------------------------------------------------
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. (+)-Gravity (-1-Uplift
---------- ----------
mw* UPLIFT www I www HANGER www
H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d iply)
MTS12 - -1000# 1 HUS25 - + 3315# -15500(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT288 - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 2ply)
MTT288 - -4455#(2 Each) (160 1 HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
------------------------------------------- ------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�-- 16'8" -f- 13'0"8
4X4
3X4 X4
m 3x4 T3
4X4
00
4X4
6 �
1y ��9.
3X8 (At X4 3X4 4X
=3 1.
3X 7 -'-"_*B.
a 3.6X6
-J 3'7"8 I 26- 1" _l
�=
29'8 6
R=1570# W=3"8 R=1376# W=3"8
SED: 79337
PLT. TYP, -ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.2m SCALE -0. 1875
�1ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
`r X I MP O R T A N T '*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��1.`VS"e��i� TC DL 7.0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V 10.0
1
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TDP - - BC DL 1 0•0 PSF ORWG
O TJ A448 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0.0 PSF L JS
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W
CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LO. 47.0 PSF DSA LEN. 29-8-8
CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER t 0 RIOT P
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q•�� OUR.FAC.
1 .3 3
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE EV
--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUOTIOM "�Tl.lilT1,%,`` SPACING 24.0TYPE spec
,lob: 4- 6 6 LOT 67 J 7' End JaCk 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): 260 200 200
WEBS 2x4 SP 02 N BRG.LDc (FT): 0.00 7.00 7.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ---------------------------------------------------------------
REACTION OF 212.01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WNM UPLIFT MMM 1 MWM HANGER IINN
H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(100 1ply)
CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(IOd 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 EaCh) (10d)1 HHUS4B - + 5180# -20000(16d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) t HGUS5.5- +11335# -39450(16d 3ply)
---------------------------------------------------------------
REEEFN5$HOLMES.LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
11'6"4
P
0
r/
6 P7- fTl
-, - 2X4 (AS)
4L_'3 8'
R=526# W=3"B R=73# W=1"B
TAG = T40 SED: 79299
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 5 TOTAL = 5 REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
(�2 *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e' .':V6
11 � TC OL 7 .0 PSF DATE 12/05/94
^ \\UtV;V11U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR 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
O A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - _ L JS
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF
CONNECTORS PER DRAWINGS 130, 150 G 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE _ T 0 T.L D. 47 .0 PSF 0/A LEN. 7-0-0
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERP:
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1j111/j1T � OUR.FAC. 124.0".33
!N DNLY, ANO$HALL NOT aE RELIED UPON TN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTg1. 1� SPACING TYPE a j ack•
---TPI • TRUSS PATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOpO CONSTRUCTION
Job: (4-3666) LOT 67 J 5' CORNER JACKS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONSSUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
80T CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200
WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ---------------------------------------------------------------
REACTION OF 133.72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity (-)=Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER ***
H5 - -4550(Jacks Only) I HUS26 - + 2751/ -12860(10d )ply)
CONTRACTORS WARNING: MTS12 - -1000/ 1 HUS26 - + 33150 -15500(15d )ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000/(2 Each) I HHUS48 - + 42991 -1660#(10d 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -37860(2 Each) (1001 HHUS48 - + 51800 -2000006d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 66400 -21990(fOd 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply)
SPECIAL LOADS CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
-------------------------------------------------- ---------------------------------------------------------------
TC - From 74 PLF at -2.13 to 74 PLF at 21.33 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
BC - From 100 PLF at 0.00 to 100 PLF at 21.33
BC - From 81 PLF at 21.33 to 81 PLF at 21.33
R=134# W=1"8
10'6"4
fh
0
2X4 (A 1)
4i'3 8'
f 2 5' _I
R=445# W=3"8 R=44# W=1"8
TAG = T36 SED: 79425
PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY = 4 TOTAL = 4 REV, 17.2m SCALE -0.5000
AL PIME ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF
M IMPORTANT*M SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1TTUS RR�T TC OL /�7
.0 PSF DATE 12/06/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FDR 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
O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - J S
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0 .0 PSF
CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.LD. 4 7 .0 PSF 0/A LEN. 5-0-0
CONFORM M/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 THIS �. O Rte' Q ` DUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE -Y `
--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ,�NHRI.I.NNT` SPACING 24.Q" TYPE e j a C k
Job: 4-3666 LOT 157 J 4'8" End Jack THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 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): 310 200 200
WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 4.67 4.67
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ---------------------------------------------------------------
REACTION OF 119.56. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
M-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WN* UPLIFT **N I *** HANGER ***
H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply)
CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 - + 33150 -15500(15d 1ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 66400 -2199#00d 2ply)
MST50 - -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
R=120# W=1"B
12'4'4
m
Do
67- (V
2X4 (Al)
3 y 10'
�--2' }- -4'B"
R=433# W=3"8
R=39# W=1"B
TAG = T25 SED: 79314
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = i TOTAL = 1 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/05/94 TC LL 30 .0 PSF REF
*IMP 0 R T AN T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANGLING, ERECTION AND T111N�N
^ 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��T�VS �i� TC BL 7.0 PSF DATE 12/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF ORWG
0 A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WI7H PROPER 5606 _ BC LL 0 .0 PSF US
TRUSS AND U -NLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W
CONNECTORS PER DRAWINGS 130. 150 C 16QA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF
TOT.L D. 47.0 PSF DSA LEN. 4-8-0
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER L HTO' P�
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O t(. ?' OUR.FAC. 1 •33
[N ONLY, AND SHALL NOT B£RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEdr'",:``
w--TPI ` TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '�N�NNNN.T�� SPACING 24.0" TYPE e j a c k
Job: 4-3 6 LOT 67 JCORNER JACKS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 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): 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. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ---------------------------------------------"'--------------
REACTION OF 37.25. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity (-)=Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ---------' ---------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 11x11 UPLIFT MMM I I* HANGER **a
H5 -455#(Jacks Only) I HUS26 - + 27510 -12860(10d (ply)
CONTRACTORS WARNING: MTS12 - -10000 HUS26 - + 3315# -1550#(16d 1ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) HHUS48 - + 4299# -16600(10d 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) (10d)) HHUS48 - + 5180# -20000(16d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply)
SPECIAL LOADS CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply)
-------------------------------------------------- ---------------------------------------------------------------
TC - From 74 PLF at -2.13 to 74 PLF at 21.33 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
BC - From 100 PLF at 0.00 to 100 PLF at 21.33
BC - From 81 PLF at 21.33 to 61 PLF at 21.33
R=37# W=1"8
0
6 F,-
2 X 4
2X4 (A fl
4"3 �B
R=384# W=3"8 R=14# W=1"8
_ SEO: 79428
PLT. TYP.- ALPINE DESIGN CRIT=TPI OTY = 6 TOTAL = 6 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF
*IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN •�7`US I,e 1, TC DL 7 .0 PSF DATE 12/06/94 1 00 PSF DRWG
\\n UvV1AU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �!
ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL
O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 - BC LL 0 .0 PSF L JS
-
-
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W
CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L D. 47 .0 PSF O/A LEN. 3-0-0
ECHNICAL UPDATE
1 FOR
ER
SEALRM W/APPLICABLE ON THIS DRAWING APPLIES TO ISIONS THENCOMPONENT DEPILTEDE HERE DRYWALL APPLICATION. FURNISH,Ai COPY OF THIS 0 RT0p Q?`
F OUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEVRS•
--TPI " TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ', TTTIIITTTT ISPACING 24.0" ITYPE e j a c k-
Job: 4- 666 LOT 67 J i ' CORNER JACKS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N WWWARNING*w AN UPLIFT REACTION OF -228# OCCURED ON A
BOT CHORD 2x4 SP 02 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED.
WEBS 2x4 SP #2 N
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT (LB): 270 200 200
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00
REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC)
WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT, ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
M-Gravity (-)-Uplift
CONTRACTORS WARNING: ---------------------------------------------------------------
THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MMM UPLIFT MMM I MMM HANGER w**
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(IOd iply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -10000 1 HUS26 - + 33150 -1550# 16d 1ply)
- - MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660# 10d 2ply)
SPECIAL LOADS ----------------------- MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000# 16d 2ply)
------------------------ MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21991(10d 2ply)
TC - From 74 PLF at -2.13 to 74 PLF at 21.33 MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply)
BC - From 100 PLF at 0.00 to 100 PLF at 21.33 CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3plyl)
BC - From 81 PLF at 21.33 to 81 PLF at 21.33 ------------------------------------------------------------'--
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
6
B'6"4
T 2X4 (A1) 10 3
4"3 B
R=505# W=3"8
R=-228#-R@V0=1"8
SED: 79430
PLT. TYP1-ALPINE DESIGN CRIT=TPI OTY = 6 TOTAL = 6 REV, 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 12/06/94 TC LL 30 .0 PSF REF
M IMP 0 R T A N T SHALL NOT BE RESPONSIBLE FOR ANY A RN I M G IN HANDLING, ERECTION AND
t
111 TC OL 7 .0 PSF DATE 12/06/94
DEVIATION FROM THIS OE6IGN OP THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 By TPI. 6EE THI6 DESIGN ��T�US �� iFAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING ME10 0 PSF DRWG
ALPINE CONNECTORS APE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DLA446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 .0 PSF L JS
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHFATHING, BOTTOM CHORD W
CONNECTORS PER DRAWINGS 130, 150 6 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47.0 PSF 0/A LEN. 1-0-0
CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/911 FOR PROPER L 0 RIO
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F Q' DUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE t^-•��`
--TPI - TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION "�HNIiNNNNT�` SPACING 2 4.O" TYPE e j a C k�
Job: 4- 6 T 67 J 7' HIP JACKS- 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 #2 N UPLIFT (LB): 340 880 810
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 9.90
TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC)
REACTION OF 323.69. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift
SETBACK. CORNER JACKS HAVE NO WEBS. ---------------------------------------------------------------
*** UPLIFT *** 1 *** HANGER ***
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 -455#(Jacks Only) I HUS26 - + 2751# -1286000d iply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16500(10d 2ply)
CONTRACTORS WARNING: MTT28B - -3786#(2 Each) ((10d)l HHUS48 - + 51800 -2000#(16d 2ply)
THIS TRUSS IS DESIGN EAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 Each) (16d)l H%f,(J1S��g, + 64 # 2]99f(]0d 2ply)
AT SPECIFIC LOCATION� FFpICULAR CARE IS ADVISED DURING MST60 - -4688# Per 2ply) 1 -H6115Ad� #+ �60L1#8 26500(]6d 2ply)
INSTALLATION TO ENSURIAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(]6d 3ply)
ttll ----------------------------- ---------------------------------
SPECIAL LOADS R� PFFFAFNrF Hnl MFS 1 AMBER nFTATI SHFFT FnR ilaf FT/HANGER DETAILS
--------------------- 128
-R--------------------------- ' ' 12
TC - From 74 PLF at -2.13 to 74 PLF at 21.33
BC - From 100 PLF at 0.00 to 100 PLF at 21.33
BC - From 81 PLF at 21.33 to 81 PLF at 21.33 11'6"8
1.5X3 m
0
4.24 C7:--
2X4
2X4 (Al)
4,3 8.
2X4 9T
2'9 15 -+' 9' 10"13 J
�- 4'2"15 5'7" 14 -�
R=559# W=3"8 - 12 3# R=324# W=3"8
SED: 79437
PLT, TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXIREME CARE 12/06/94 TC LL 30.0 PSF REF
X IMPORTANT M SHALL NOT BE RESPONSIBLE FOR
ANYWARNING IN HANDLING, ERECTION AND
1 \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - us �� TC OL 7 .0 PSF DATE 12/06/94
FAILURE TO BUILD THE TAM IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 1 O
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL ,0 PSF DRWG
O A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER UN - 5606 -
TRUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL O O PSF L JS
CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 9-10-13
CONFORM W/APPLICABLE PROVISIONS OF NOS G TPT. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C 0 gldA P, 1 .3 3
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q OUR,FAC.
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ` ISPACING SEE ABOVE TYPE )a C k
N--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION ���•.t,„1�A� r
Job: (4-3666) LOT 67 J 4'8" HIP JACK THI OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMEN I NS SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP i1 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 300 200
WEBS 2x4 SP #2 N BRG.LOC (FT): . 0.00 6.60 6.60
TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC)
REACTIONOF 283.31. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-06-00 (+)-Gravity (-)-Uplift
SETBACK. CORNER JACKS HAVE NO WEBS. ---------------------------------------------------------------
*** UPLIFT W** I *** HANGER WNW
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 - -455#(JackS Only) I HUS26 - + 2751# -1286#(10d #ply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 3315# -15500 16d 1plyl
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660# fOd 2ply)
CONTRACTORS WARNING: MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5160# -2000#116d
16d 2ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT26B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2 10d 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HGUS48 - + 60000 -26501 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) 1 HGUS5.5- +11335# -3945#(16d 3ply)
---------------------------------------------------------------
SPECIAL LOADS REFEREFV7�F2n#E!W6t318gi DETAIL SHEET FOR UPLIFT/HANGER DETAILS
------------------1-15 _-----------------------
TC - From 74 PLF at17-2.13 to 74 PLF at 21.33
BC - From BC - From 100 PLF 81 PLF a�D1-DSD3-tv-1-m-€tf at 21.33 9'5"2 J
L _6.7„3 Iml
f 11 12'4"B
M
m
4.24 p .
cV
2x4 (A 1)
4.3 10'
I----3 9 4 2 9 15 ---�
R=449# W=4"15 - 128# R=24# W=3"B
TAG = T21 SEO: 79432
PLT. TYP,-ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL = 1 REV. 17,2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/06/94 TC LL 30.0 PSF REF
*IMPORTANT *SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN \ e .� TC DL 7 •0 PSF DATE 12/06/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE \ �USOt
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ BC DL 10 .0 PSF DRWG
A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 .0 PSF L J S
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 6-7-3
EO
CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER I 0 A(O' P
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS <( Q � DUR,FAC, 1 33pn
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OINRER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE .\�\ SPACING SEE ABOVE
--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN TO
FOR WOOD CONSTRUCTION •NNN111\\\\ TYPE ]a c k „
l omvon>-ar�c"u owaon ou-ar�"u Sunesm StranC-Tm � Simpea'+Stn^--Tie I Su+oacn Strr+G'Tie Simp.on Sc.-�nG-Tie "ur,�son Str'ar+O-Tie i ��I
A..a< ,..a. .nuc
ROOF ROOD ROOF :J ROOF 'NOTA
t
-IA-10d I4-16d CETAL �' C GETAL TRUSS
GFUM DETAIL GiROER RFF.Er Ci FOR
5-� 5-Ifid are+
• 10d @-16d rAr PLAM--NT e-e.
DO rt0A0 I�A� fwv[C.R I I I tinNOFR OO N OAD I IR F r r nt GEIt I O012LOM V-I I r+nrrER 10044-W !�Pt�T H3 I nArLER I oa+,OAo I ix�T H� „AwER loa+kaa u�FT H4
rusts I zsr ¢Ae• HI IrtSe 3240• isse• Hl rr 5ee I thee• H2 FKIS4e 4920• 1 2100• f,2 HOSAB 1 6728• 124!79• rGlSAe ?GE& 1 2535• rAAAn i 374s• 1ow-
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91TY. F ATLANTIC BEACH ;
y��Y
PERMIT INFORMATION —-_—- -» .» CtCATION INPOR14ATION
P m e
Ner
ddress: 41: 93 9 LINKSIDE DRIVE �.
� iR if Type: BUILDING ATLANTIC BEACH, FLORIDA a2:93
dliaii ,of work: NEW LEGAL DESCRIPTION
- .
n*tr . Type,, WOOD FRAME lot* 67 Block: Section:
F cP +sed Use', SINGLE PAMI'LY Township: RNG: O
+ 11 x�gls : 1 Cade: 0 uhdivision- SELVA LINKSIDE #2
;E tito-Afed value: 56 3{28aCt
Improv Cost : $0 .00
3 p�
Amount � �' � r � �' �2ZC)9. 44 �
�.w�� z s � �
a" ix td �.� w�'r a .
R 1
r fx I
---------
T ION P?L-IGATION FEES
N W`.' ATE PI"RMI"l` W1 .00 i
*,i4ress , TNT DRIVE SOUTH WATER,.,IMPACT FEE 14 30 . 00
VILELsFLORIT3A 3z r � 4 �cA ,. "50"_00
PO Ft51ATEP
P 'TAP
RADON CCAS-H R . S .
------- CO
C ORMAT I 00'�- ------- - RADON CAB 5% $0 . 34
CAPITAL IMPROVE.-- M : ,ORMATIO0 -----__ RADON CAB 5% $0 . 34
Name C `TEX`1, AL 'STATE �! P', �AP�TAL IMPROVE. 325 , 00
r s " �?D f�OIWT- D I E SEWED TAP 90 .00
J CBSON� LE, FL 221 CROSS CONNECTION 35,,00
Leen ea. ,. 0334 "' 4 Type: 54 SIC H IMPACT FEE SII .0+D
$ �'° '�' a �.:ONST. SURCHARGE 5 6 0 5
NP a „ Sr_HARC'E/`A'I`L".BCH'-.
NOTES: '?
NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
.� BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.9
I
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
v ioLATION OF APPLICABLE PROVISIONS OF LAW.
ATLANTIC(,CH Bt}L" ING Pf PART ENT .. . ,
By:
A
CITY OF ATLANTIC RUCH PI MIT CALCULATION SHEET
Address 1 /Ij /12111-SX6e 4,1 --Q _
Date
Heated Square Footage 13q !Z Q $ ,59- " per sq ft = $
Garage/Shed 9 Q $ 1 3 0 Per sq ft = $ 210
1
Carport/Porch A $ i3 � per sq ft = $ t
Deck Q $ per sq ft = $
Patio s Q $ v per sq ft = $
TOTAL VALUATION:
Totalalua ion 1st $ i�'� `'
_�G 2 B /,/- � $ g y
Remaining Value S . per thousand
or portion thereof
TOTAL BUILDING FEE $ .c�c
+ 1/2 Filing Fee $ »Zoc'
(/) Fireplaces Q $15.00 $ 16-, OC?
BUILDING PERMIT FEE S l71
WATER IMPACT FEE $
i SEWER IMPACT FEE
WATER METER/TAP $
CAPITAL IMPROVEMENT $ 3z�-`�
SEWER TAP $
(r3uy) RADON (HRS) .0050 $ !
SECTION b PAVING ( ) $
HYDRAULIC SHARES $
CROSS CONNECTION $ `
(13� ) SURCHARGE .0050 $ cs
OTHER $
GRAND TOTAL DUE $.
ADDITIONAL PERMITS OR FEES: Mechanical; Plumbing
Electric/New rElectric/Tamp_____;SwimmingPool
Septic Tank Well Sign Finish Floor Elevation
Survey .; Other
CALCULATIONS and/or NOTES:
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
_BATHROOM GROUP CONSISTING OF ,� SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6)
s-�'WATER CLOSET
WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
BATHTUB/SHOWER (2) /URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) / LAUNDRY TRAY (2)
_LAVATORY (1) _COMBINATION SINK AND TRAY (3)
_WASHING MACHINE (3) POT, SCULLERY SINK (4)
DISHWASHER (2) 'WASH SINK EACH SET OF
FAUCETS (2)
KITCHEN SINK (2) DENTAL LAVATORY (1)
_____KITCHEN SINK WITH WASTE __,,��DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET (3) _URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) _.,..L_cOMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
'URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2)
BLOWOUT (2)
LAVATORY, BARBER/BEAUTY -ICE MAKER (1/2)
SHOP (2)
SURGEONS SINK (3) __,�IAVATORY, SURGEONS (2)
JACUZZI (2) __ZURINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS 1. S- @ $20.00 EACH
JOB INFORMATION_
at FLAN C1n-6.PAINTING 0->,~
v,
N
N
M
ro
llotice of commencement
�t (PA"AR[ IN OUPLICATC)
Q)
To whom it may concern:
ri
> The undersigned hereby informs you that improvements will be made to certain real property, and in
Naccordance with section 713,13 of the Florida Statutes, the following information is stated in this NOTICE
X OF COMMENCEMENT.
hU C
Description of property �e7__S _L 1 nki S'._-______ ___ ------------------
-------------------------------- -------------------------------
According
___________---------•------------------------------------------------------
According to plat thereof recorded in plat book C/Lj pages
of� the current public records OfDuvalCounty Florida - - -
NGeneral description of improvements ________________________________________________ __-__-_____•
P Construction of Single Family Residence with Garage on concrete slab
Q ------------------------------------------------------------------------------------------------------------
+j Centex Real Estate Corporation Attn: Arthur Day
Owner ----------------------------------------------------------------------------------------------------
a 6620 Southpoint Dr. S Suite 400 Jacksonville Florida 32216
4 Address -------------------------------------------------------------------------------------------------
p
0 Owner's interest in site of the improvement ___Fee--Sim- -- ----------------- -
0 Fee Simple Title holder (if other than owner) _____________________________________________________________,
N
Name ---------------------------------------------------....------------------------------------------_----
Address --------------------------------------------------------•-----------------------------------------
Contractor -_ same- as_ owner-----------------------..--------------_--------_---__--_-_--------____-•
Address -----------------------------------------------------------
Surety (if any)
NAddress --------------------------------------------•----------------____Amount of bond $--------------
WName and address of any person making a loan for the construction of the improvements,
Name -----------------------------------------------------------------------------------------------------
Address ----------------------------------------------------------------------
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents
may be served:
Metropolitan Title & Guaranty Co -
Name -----------------------------------------------------------------------------------------•----------
6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216
Address -----------------•-------------------------------------------------------------------------------
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notics as
provided in Section 713.08 [21 [b], Florida Statutes, (Fill in at Owner's option),
Name ----------------------------------------------------------
----- ------------•-------
Address -------- ----------------------------------------- -------- - =-- -----_-----------------
THIY SPACC rOR ALCORDCR'S UYL ONLY
_\\•• - - - - - - - - - - - - - -
ARTHUR DAY OWNER
Sworn Co and subscribed before me this Iq tL
11 day of
60 1994 by Arthur Day
who is personally known to me.
` —44fit- J&•k_�
Notary Public - State of Florida
' CAROL HART FLOW
� *? MY COMMISSION d CC403222 EXPIRES
August 25,1998
''I of.. ° 60N'JE iHRU TMY'AIN INSURAI CES NC.
............I
4
I CITY OF
?ROPERTY DESCRIPTION
r ^•n r
r�tfa�st�c �eac! - �knaa
! r1
— 71GUCt AN BnliLEVARU
__- Section �__ ., P.O.BOX 25
1994 ATLANTIC BEACH.FLORIDA 32233
` TELEPHONE:(fiO4I?49-2J95
a"ubdivisions_y�,
;treet flame ` , / \ DESCRIPTION OF WORK
sr Addreea s_ �1 � \ 4� G 1.J�.------
If in a FLOOD HAZARD
•lood Zones _� eres complete page 3. Brief
Descriptions S� 4��GL
Class o1 Works
(Now/Remodel/Addition
)_
TONING INFORNATZON
Type of
• Constructions_ i e F0.'r►� ,__
Toning Proposed
listrict: Uses �_ Estimated Vilue 0_J-(�2ry�l I _________
:xceptions or Materials: __S±k Q_____
ariances Granteds�____ �• _�_ _
Solid or
Filled 1
Ground s o _ RoOt s L4
OWNER INFORNATZON
Method of Heating s
Property Ovners_,�,t'j ,; Q�1L� _ Phones�g�
flsilissg n c -----------
Address L.1-0 Sok LJ r:J
.a^v I1 gF 1 .....�_ -------.---- 21p I d_�_L 4!(r_-------
CONTRACTOR INFORMATZON
Contractors �0.,�?�_+ '�,,,0. a Y�4 Y-�------------------ Phones--------------
Mailing
Address s-------- --------- -_
---------- ------------------------------------- zips ----------
Expiration
License Numbers—-------------,,,------------------------ Date:
I NF.RtNY CERTIFY THAT I NAYS READ AND EXAMINED TIIIB APPLICATION AND KNOW TVC SA"C TO •C TRVC
AND CGIIRECT. ALL PROVIBIOKS OF TK& LAVA AND 00DIVANCES OOVERIIINO THIS TYPE OF WORK vILL •E
CONPLIC0 WITH. WHCTNEN OP[CIFIEO NOMS60 OR NOT. TNt GRANTING Or A P[RNIT DOES NOT P*"UmV TO
OIVt AUTHORITY TO VIOLATS OR CANCEL THE PROVIAIONst Or ANY FEDERAL. STATE OR LOCAL RVLY:;.
✓ ♦. REGULATIONS. ONOINAMCES. OR LAWS IN ANT MANNER. INCLUDING THE GOVERN/NO Of CONSTRUCTION OR TNC
PERFORMANCE OP CONSTRUCTION 0► TNt T. I UNOERATANO THAT THE ISSUANCE Or THIS PERMIT I9
CONTIMO[NT UPON TNt ABOVL IMFORNAT • IND T UE AND CORRECT AND THAT THE PLANS ANO SVPtORTIMC
,�•ltA.• . •'� DATA HAVE BEEN OR SMALL'
Nt tROVIb A>!< OUIR
to Owner Signature __D.te___-�-9�----
vc y
----- ------------
r��' a•I•��! Contraotoac- Signature____------- - ---------- -----
__...�—
40 • Y
FLOODPLAZN DEVELOPMENT INFORHATION
Type of Developments_______ ..................................
Flood Zone:______
Required Lowest Floor Elevations
ZS building is: located within a flood hazard zone, a survey gust
be Made AFTER THE BLAB HAS BEEN POURED, certifying that the
LOWEST FLOOR ELEVATION is equal to or above the base flood
elevation established :Eo►r that zone.
No sinal inspection will be wade and no certisicate of occupancy
will be issued until the survey is on file with the Building
Department.
COMMENTS:
Applicant Acknowledgements 2 understand that the issuance of
this permit is cont1regent upon the . above information being
correct and that the plans and supporting data have been or shall
be provided as required. I agree to comply with all applicable
provissions of Ordinance Moo 23-7-11 and all other laws or
ordinances affecting the proposed development.
DateApplicant's Signature
-------------------------------------------.--.-------
Department Use
Required Lowest Floor Elevation __—r___________
Act Built Lowest Floor Elevation
-----------------
Survey Filed with Building Department -----------
---------------------------
__________
-----------------------------------
Building Department Rvpre•sentative
page 3
�-- 24 ' 4 " 128 " -�
TIS
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Tj JOB: CENTEX HOMES
T' T1 T" LOC: SELVA L I NKS I DE 67- 1
DESIGNER: OLD
10 ' 8"
Lo to
14 7
£' 1
TRUSS SPECIFICATIONS
FOR
SELVA LINKSIDE 67-1
Centex Homes Inc.
TRUE TRUSS INC.
o e project named above. The engineer's seal on this index
sheet indicates acceptance of proessiona engmeermg resp with Florida Statute Chapter 471 and
Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each componen`design only.
DRAWING NUMBER DATE DRAWING NUMBER DATE
USR732 94307501 11-03-1994 USR732 94091741 04-01-1994
USR732 94307502 11-03-1994 USR732 94091742 04-01-1994
USR732 94091716 04-05-1994 USR732 94091743 04-01-1994
USR732 94091717 04-01-1994 USR732 940 1744 04-01-1994
USR732 94091718 04-01-1994 USR732 94091745 04-01-1994
USR732 94091719 04-01-1994
USR732 94091720 04-01-1994
USR732 94091721 04-05-1994
USR732 94091722 04-01-1994
USR732 94091723 04-01-1994
USR732 94091724 04-01-1994
USR732 94091727 04-01-1994
USR732 94091728 04-01-1994
USR732 94091729 04-01-1994 �Q\
USR732 94091730 04-01-1994 t�1U
itltttiifl!/I
USR732 94091731 04-01-1994 ������ Rf� ''���i '
USR732 94091732 04-01-1994
USR732 94091733 04-01-1994 '` ��•• r
USR7324091734 04-01-1994 -
USR732 94091735 04-01-1994 !
USR732 94091736 04-01-1994
USR732 94091737 04-01-1994 LOR%��,
USR732 94091738 0401-19944�Rt3
USR732 94091739 04-01-1994
USR732 94091740 04-01-1994
:(g41227--Centex HOmes Inc SELVA 67-1) / Ti9 24'6' SPECIAL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
CHORD 2x4 SP #2 N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. c
f CHORD 2x4 SP #2 N MWFRS UPLIFT (LB): 200 310 200 N
WEBS 2x4 SP #3 BEARING LOC. (F T) : 0.00 11.83 24.21
TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND D
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
JSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. N
CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Lo
IS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. A
SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING SHIM ALL SUPPORTS TO SOLID BEARING. 4'
STALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
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OVER 3 SUPPORTS
R=336# W=3"8 R=1279# W=3"8 R=349# W=3"8
T. TYP.---CLARY-VP DESTSN CRIT TPT Rev Seq: 32949
- - =
**IMPORTANT** A17.2m SCALE 0.2500
SHDIVISION OF ALPINE WARNINGTRUssFs REQUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--18169
SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND
C L ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T C DL 7.0 PSF DATE 11/03/94
fAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP BC DL 1 0 .O PSF DRW USA732 94307501
A D—.—of Al".6 A4A6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 . 0 PSF BY: OLD
�f S. Great SOUiMlBt Pkwy. CONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FON SUGGESTED TOT.L D. 37 .0 PSF
;rentl Pra1r1l, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
(214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 .25
}}1�
A--TPI TRUSS PLATE INStLTUTE. MOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOM CONSTRUCTION PA NG 2 4.0" ty
i
Job: True Truss (CX37038D--Cemex Homes Inc 3703 8 S D MASTER) / T1 21'4' Hip Girder 7'7BKS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
—1
TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x
BOT CHORD 2x6 SP #1 Dense C
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn
UPLIFT (LB): 810 810
BRG.LOC (FT): 0.00 21.04 v
LOAD CONTINUOUS LOADS LOAD CONC. LOADS TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND w
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N
0 T 54.0 54.0 -1.5 22.B 0 B 248 15.8 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
0 B 20.0 20.0 0.0 21.3 0 B 546 16.3
0 B 248 5.5 TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. o
0 B 546 5.0 IO
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
SPECIAL CONNECTION OR HANGER REG'D FOR CONCENTRATED LOAD (S) .
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'LT. TYP.- CLARY-V2 DESIGN CRIT TPI FL/1 1/1/E -/- Rev 17.2h SCALE - 0.2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARN ING` ES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732—'-70854
SMALL
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Cc.
LARY DDIDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/05/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ATIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL FETING ASTM OUIREMENTS. UNLESSOTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRW USF1732 9409i7i6.""u P' AIPI"e A446 DR B EXCEPT AS NOTED. APPLY CONNEECTGR5 TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BG' LL 0 0 PSF 8Y QLD
En9..ee— nroaa<a. Inc TRUSS ANT UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD
CONNECTORS PER DRAWINGS 130, 150 6 SBOA-F, DESIGN SIAMDAROS 1111H PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 37 .0 PSF
1801 S. Groat SouteWlft Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI AN ENGINEER'S TECHNICAL UPDATE d/1/91L FOR SUGGESTED
Grand PPD1f 1!. TX 75j051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION FURNISH A COPY OF THIS OUR.FAC. 1 .25
(214) 660-3940 IN ONLY. AND SHALL NOT BE PELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
♦--TPI - TRUSS PLATE INSTITUTE. IAS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4 "
Job: (CX370380—Centex Homes Inc 3703 8 & D MASTER) / T2 21'4" Hip 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY'TRUSS MFA.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x4 SP #2 N UPLIFT (LB) : 410 410 c
WEBS 2x4 SP #3 BRG.LOC
00 21.04 Ln
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND 7�
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
IV
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO
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R=865# W=3"8 R=865# W=3"8
'LT . TYP .- QLARY-V2 DESIGN QRTT TP F - - Rev 17.2n -SCALE = 0.2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--70855
SHA— NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION ANO 7 . 0
7
C L A R Y DEVIATION FROM THIS DESIGN OR TSS-- SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TFI. SEE THIS DESIGN TC OL / . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CON-DRMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 1 0 . 0 PSF DRW USR732 94091717
A OTYIu on at AI'" A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC L L O O P S F
Eny meerea Proa..... Ine TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD By: O L D
CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 PS F
3801 S. Greet SOUthwest Pkwy. CONFORM W/APPLICABLE PROVISIONS C� NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE I7/1/911 FOR SUGGESTEC
Grano Prairie• TX 75051 SEAL ON THIS DRAWING APPLIES 10 ��HE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR FAC. 1 . 25
-
12141 660-3940 IN ONLY, AND SHALL NOT BE RELIED 020N IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
•--TPI - TRUSS PLATE INSTITUTi. NOS - 199: NATIONAL DESIGN SPECIFICATION FOR W000 COk51RUCTION SPACING 24.0"
Job: (Cx3703BO--Centex Homes Inc 3703 B 6 D MASTER) / T3 21'4" Common THIS DWT,. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFH.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
30T CHORD 2x4 SP #2 N UPLIFT (LB) : 410 410 c
WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 21.04 U,
TRUSS DESIGNED FOR 110.00 MPH WIND. 15.00 FT ABOVE GROUND D
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) v
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w
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R=865# W=3"8 R=865# W=3"8
'LT. TYP.- CLARY-V2 N QRTT TPI F - - Rev 17.2h SCALE = 0 .2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUESES REQUIRE EXTREME CARE TC LL 20 . O PSF REF 8732--70856
SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND
CC.L.V1210A
ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 . O PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QS7BB BY TPI FOR A.DDITIONA- SPECIAL PERMANENT BRACING RE �+ ,1:LARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UN-ESS OTHERWISE INDICATED. TOP BC DL 1 O • O PSF DRW USR732 94091718
cf A101" AA46 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORE SHALL BE LATERALLY BRACED WITH PROPER TT
E^9�^ten6 aroaucc.. 7^z TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL
O 0 PSF B Y DL D ,.I'
CONNECTORS PER DRAWINGS 13C. 150 C 160A-F. DESIGN STANDARDS WITH PROFERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . O PSF
1801 S. Great SOUthWeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS GF NOS C TPI, AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED
Grana Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.FAC. 1 .25
I21A1 660-3940 IN ONLY• AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR.
e--TP7 TRUSS
PLATE INSTITUTE. NOS " 1991 NATIONAL DESIGN SPECIFICATION POR WOOD CONSTRUCTION SPACING 24 •D'
Job: (CX3703B0--Centex Homes Inc 3703 8 6 0 MASTER) / T21 21'4" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
30T CHORD 2x4 SP #2 N UPLIFT (L B) : 410 310
WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 21.04 (Cn
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND 3D
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w
!U
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO
is
0
LID
J
C4X4
1, C2X4 C2X4
OD 6 �
lf')
C3X4 (A1) C3X4 (A1)
5X X4
10-8-0 1 10-8-0
21 '4"
OVER 2 SUPPORTS
R=868# W=3"8 R=786# W=3"B
'LT . TYP. - CLARY-V2 N CRTT TPT F - - Rev 17.2M SCALE = 0 .2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNING',RUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70857
SHALL NOT BE RESPONSIBLE FOP N HANDLING, ERECTION AND
C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BPAC;NG. SEE HIE-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QS1SS BY TPI. FDA A.-.DITIUNAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091719
FnO�.ia�on of Alpine AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOP: SMALL BE LATERALLY GRACED WITH PROPER BC L L 0 0 PSF B Y: OL Det
pine cneP Pnoaucta, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD
CONNECTORS PER OPAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS W:Tr PPOFERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 PSF
1601 S. Greet SOU tN1Ne5t Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS[ TFT. AN ENGINEER'S TECH:CAL UPDATE (7/1/91) FOR SUGGESTEC
Gr a nO Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO IHE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25
l21<) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN Tu THE TRUSS ERECTION CONTRACTOR. ,t
--TPI • TRUSS PLATE INSTITUTE. NOS - i991 NATIONAL DESIGN S 'SIF:C.AiICN FCR WOOD CONSTRUCT]DN SPACING 2 4 .0"
Job: (CX3703BO--Centex Homes Inc 3703 B 6 0 MASTER) / T4 21'4" Common Girtler THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
FOP CHORD 2x4 SP #2 N 3 Complete Trusses Re uired
30T CHORD 2x6 SP #i Dense p Q c
�=�
WEBS 2x4 SP #3 (n
NAILING SCHEDULE: (10d_0ox nails) v
'ROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. TOP CHORD: 1 ROW @ 16' D.C. w
IPLIFT (LB): 1209 1174 BOT CHORD: 1 ROW @ 6" D.C.
ru
3RG.LOC (FT): 0.00 21.04 WEBS : 1 ROW @ 4" D.C.
FRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING Ln
JITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 1�
1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. (i) 1/2" bolts MAY BE USED FOR 0 10d box nails ON 0
THE BOTTOM CHORD ONLY. LO
a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED.
ti
THIS GIRDER DESIGNED TO CARRY 30-00-00 TRUSSES FRAMING TO 0
BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT
FROM OTHER SIDE.
C6X6
n C3XB C3X8
a) 6 P;-
Ln
C3XB (A1) 7 C3XB (A1)
C3XB CBX12 CUB
10-8-0 1 10-8-0
21 '4"
OVER 2 SUPPORTS
R=6336# W=3"8 R=6253# W=3"8
'LT . TYP. - CLARY-V2 T N CRTT TP F[ /1/1/1/F/-/- Rev17 . SCALE = 0 .2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE E%TREME CARE TC LL 20 . 0 PSF REF 8732--70858
HALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND
S
C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY IF!. SEE THIS DESIGN TC DL 7 . 0 P S F DATE 04/0 1/F�9 4
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIB0 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE
CLARY CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 . 0 P S F D RW USR732 94091720
A O1. 2On T A101ne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH FPOe ER t.
Eng,neerep WQaweIA. 1- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O • O PSF BY: 0 L D
CONNECTORS PER DRAWINGS 13C. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED PG TC CEILING -- SEE TOT.LD. 37 . 0 PSF
1801 S. Great $OU L11Ne5L Pkwy. CONFORM M/APPLICAB'_ PROVISIONS OF NDS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FCF SUGGESTEC
Grano Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FVRNISH A COPY OF THIS ouR.F A c. 1 . 25
(2J 4)
660-3940 IN ONLY. AND SHAD S07 BE RE-IED UPON IN ANY OTHER WAY. DESIGN TD THE TRUSS ERECTION CONTRACTOR.
W--TPI 7RUS5 P.A-E INSTi'L'TE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FCR WOOD CONSTRUCTION SPACING s e e a b o v e
Job: True Truss (CX3703BD--Centex Homes Inc 3703 B S 0 MASTER) / T5 7' Mono Hip Girder 9iES OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** x
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP 03 SPECIAL CONNECTION/HANGER FOR 545.66# REACTION AT RIGHT END. In
m
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. �4
LOAD CONTINUOUS LOADS LOAD CONC. LOADS UPLIFT (LB) : 270 300 W
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC BRG.LOC (FT) : 0.00 6.75 Iv
0 T 54.0 54.0 -1.5 7.0 0 T 29 0. 1 TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND
0 B 20.0 20.0 0.0 7.0 0 T 109 5.0 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
0 B 9 0. 1 1991 STANDARD BUILDING CODE. ENCLOSED. MWFRS.
0 8 333 5.0 G
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1D
�jSPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD (S) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. N
vv MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
109#
C5X5
T T
m m
0 0
cv �29#C7 N
m
T C2X4 (A i)
4'3
9# 333# C3X3
5-0-0 v� 2-0-0
1-4-0 7-0-0
�---- 7
OVER 2 SUPPORTS
R-528# W-3"8 R-546# W-3"
Seq: 11052
DLT. TYP.- CLARY-V2 OESIGN GRIT TPI FL/1/i i/E/-/- Rev 17.2h SCALE ■ 0.5000
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTIRI155E6 REOU14E EXTREME CARE TC LL 20 .0 PSF REF R732--70859
SMALL N07 BE RESPONSIBLE FOR N HANDLING. ERECTION AND
CL
A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/05/94
FAILURE TO BUILD THE TRUSS Ir: CONFORMANCE WITH OSTBB BY TPI. FOP ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS APE MADE OF 206A GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW USA732 94091721
A,—s,on o, Aiotne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
En9,neenP ProauetA. Incr
TRUSS AND UNLESS OTHERWISE LOCATED ON THI$DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OLD G ✓�
CONNECTORS PER DRAWINGS 130. 150 G I5OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 37.0 PSF
1801 S. Great SOUtDWQat Pkwy. CONFORM W/APPLICABLE PROVISIDN5 OF NOS 6 TPI. AN ENGINEEP'S TECMHICAL UPDATE 17/1/911 FOR SUGGESTED
Grana Prairle. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .1 2
1214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 .2 5
•--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOP WOOD CORSTPUCTION SPACING 24•0"
Job: =370380-wCentex Homes Inc 3703 B 6 D MASTER) / T11 7' Mono Hip Girder 5'6'BSB THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 739.38# REACTION AT RIGHT END.
90T CHORD 2x6 SP #1 Dense c
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. En
UPLIFT (LB) : 262 200 1)
BRG.LOC (FT) : 0.00 6.75 v
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
SPECIAL CONNECTION OR HANGER REQ'O FOR CONCENTRATED LOAD (S) WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru
1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 20
THIS GIRDER DESIGNED TO SUPPORT 10-00-00 SPAN HIPSET
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. WITH 03-00-00 SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. o
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. OPPOSITE SIDE SUPPORTS 2 -00-00,
v
ti
N
C5X6 C2X4
T
6 p o
r,
m m
3X4 (Al)
4*
4'3 Lw
5-6-8 1-5-8
293# C3X4
7, _I
OVER 2 SUPPORTS
R=510# W=3"B R=739# W=3"
'LT . TYP. - CLARY-V2 T TPT F - - Rev 17.2M SCALE = 0 .5000
**IMPORTANT** CLARYDIVISION OF ALPINE WARNINGTAUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70860
SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND
A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC CL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GS788 BY TPI. FOR ADDITIONAL SPECIAL PERMANEN7 BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING AS7M GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091722
OLA .111810�
01 Alpine A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
En01—l..Pr00ucta Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LT ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF By: OLD y'
CONNECTORS PER DRAWINGS 130. 150 6 !60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . O PSF
1B0] S. Great SDUtn WlSf Pkwy. CONFORM M/APPLICASLE PROVISIONS OF NDS C TPS. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED
Gr ano Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY CF THIS OUR.FAC. 1 .25
l2 L4) 660-3940 IN ONLY, AN1 LL MOT BE RELIED UPON IN ANY 07HEA WAY. DESIGN 70 THE TRUSS ERECTION CONtAACTOR.
•--TPI - TRUSS PLATE INSTIIUIE. NGS - 1991 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION SPACING s e e above
Job: (Cx3703B0-=Centex Homes Inc 3703 8 6 0 MASTER) / T6 10' Hip Girder 5'SB THIS DWG. PREPAPED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR,
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 447.76# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N C
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn
UPLIFT (LB) : 350 350 n
BRG.LOC (FT): 0.00 9.75 v
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
SPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATED LOAD (S) . WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , ro
1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
SPECIAL CONNECTION/HANGER FOR 484.64# REACTION AT LEFT END. Io
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO
V
!U
#1 IIP, DESIGNED TO SUPPORT 05-00-00 JACKS IN FRONT AND 03-00-00 L1
JACKS ON ENDS. JACKS HAVE NO WEBS.
C5X5 (R C5X (R)
6 �7
m
o C3X5 C3X5
(V R')
Q
Em.,
C3X4 C3XB
3-0-0 4-0-0 3-0-0
C X4 204# q 0 204# C2X
f' —.—'
OVER 2 SUPPORTS -.I
R= 673# W=3" R=673# W=3"
DLT. TYP. - CLARY-V2 R TPT FI - - Rev 17.2n SCALE = 0.5000
**IMPORTANT** CLARYDIVISION OF ALPINE WARN INGTRUSSES P---OUIRE EXTREME CARE TC LL CO . O PSF REF 8732--70861
SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND
0LC
ARY DEVIATION FPO% THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI SEE THIS DESIGN TC OL 7 . O PSF DATE 04/01/94
FAILURE TOBUILD TME TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOP ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MAIZE OF 20GA GSTEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 1 O • O PSF DRW USR732 94091723
A ..."GW of AI Ux A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
E'a�..".a P...vs. IWC TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O • O PSF BY:
CONNECTORS PER DRAWINGS 130. 150 C 160A-F, DESIGN STANDARDS WITH FRCFER_Y ATTACHED PIG:D CEILING -- SEE TOT.L D. 37 . O PSF
1801 S. Greet $OUlh WlS� Pk Wy. CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED
Grano Prairie. Tx 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS . 2 5
1214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY GiHER.WAY. DESIGN TG Tf'E TRUSS ERECIIGN CONTRACTOR.
--TPI - TRUSS PLATE INSTITUTE. NOS - 1391 NATIONAL DESIGN SPECIFICATION FOR WDUD CONSTRUCTION SPACING S e e a bD v e
lob: (Cx3703BO--Centex Homes Inc 3703 B S D MASTER) / T12 10' Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
"OP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT RIGHT END.
30T CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Ln
UPLIFT (L B) : 200 200 D
BRG.LOC (FT) : 0.00 9.75
SPECIAL CONNECTION/HANGER FOR 370.00# REACTION AT LEFT END. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry
'HIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
)NLY. DO NOT USE WITH PLASTER CEILING. cn
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. I,
a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. o
OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w
H.
v
IU
C4X4
6 F,-
0 0
cr) C2X4 C2X4
m
v
5-0-0 5-0-0
3X4 C3X4
�-�
10'
OVER 2 SUPPORTS
R=370# W=3" R=370# W=3"
'LT . TYP.- CLARY-V2 N CRTT TPT F - - Rev 17 .2n SCALE = 0 .5000
**IMPORTANT** CLARY DIVISION OF ALPINE WARNING°-ESEE REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70862
SHALL NOT BE PESPONSIBLE FOP :N HANOLING. ERECTION AND
CL
A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE -:?-9: BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/0 1/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GS780 BY TPI, FOR ADD:TIONA_ S--C:AL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. U%-ESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091724
A 1, 1-1" O! Alpine A446 5P 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL EE �ATE.ALLY BRACED WITH PROPER
CnV neere0 oroaucos. Inc TP.TSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED P_YWOCD SHEATHING. BOTTOM CHORD BC LL
0 . 0 PSF B Y: 0 L D
CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY A'TACHED RIGID CEILING -- SEE T 0 T.L D. 37 . 0 PS F
.601 S. Great SOUthweSt Pk My. CONFDRM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S TECHNICAL UPDATE ;7/1/911 FOR SUGGESTED
Grano PraIr le. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWAL'_ APPL:--ATICN. FURNISH A COPY OF THIS
(21 41 660-3940 IN ON—Y• ANO$HALL NOT BE RELIED UPON IN ANY OTHER wAr. DESIGN TO TSE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 . 25
--= - TRL'S5 PLATE INSTITUTE. NDS • 1991 NATIONAL DESIGN SPEC: :CAT:u% FC= 0000 CONSTRUCTION SPACING
Job: (CkJ7038D-Centex Homes Inc 3703 8 6 0 MASTER) / T42 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.57# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. Ln
UPLIFT (LB) : 550 450 D
BRG.LOC (FT) : 0.00 29.75 v
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LO
Z'
0
LO
J
R.1
V
C5X5 (R) C3X4 C5X5 C3X4 7NC2X4
s
m
v
p
X4 (A1) z i 3
4 C2X4 rpiX6 C3X8 C XB
C3XB
I_ 6-0-0 _,_ 21-4-0 _._2-8-0
30 '
OVER 2 SUPPORTS
R=1199# W=3"8 R=1097# W=3"
DLT . TYP.- CLARY-V2 N CRTT TPT F - - Rev 17 .2m SCALE = 0.2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTR�SSE: REQUIRE EXTREME CARE TC LL 20 . O PSF REF 8732--70865
SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND
0LC' "lVlSl0ft
ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TFL. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTEB BY TPI. FOR ADDITIONALSPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETINZ ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . O PSF DRW USR732 94091727
0T Alpin e A446 OR B EXCEPT AS NOTED. APFLV CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 0 0 •+.-'1
C'01 e�eC PrOPucta. InP TRUSS ANO UNLESS OTHERWISE �CCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM. CHORD BC LL PSF Y. OLD
D B
CONNECTORS PER DRAWINGS 13C. 150 C 16OA-F. DESIGN STANDARDS WITH PROFERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 PSF
1807 S. Great SOutnweSt Pkwy. CONFORM M/APPLICABLE RROVISICNS OF NOS C TFL. AN ENGINEER'S TECHNICAL UPDATE 17/1/4:1 FOR SUGGESTED
Grano PraSrle, TX 755051 SEAL ON THIS DRAWING APPLIES TO THE COMPCINENT D"PPICTEC HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.FAC. 1 . 25
(214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
-TPI TRUSS PLATE SNS?;TU-E. NCS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24 .0"
Jo O: (CX37038D--Centex Homes Inc 3703 8 S D MASTER) / T41 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.580 REACTION AT RIGHT END.
30T CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In
UPLIFT (LB) : 550 450 D
BRG.LOC (FT) : 0.00 29.75 v
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ni
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1n
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0 0 PSF B Y: 0 L 0 � ✓,
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1801 S. Great SOUtnweSt Pkwy. CONFORM W/APPLICABLE PROV:S:ONS DF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED
Grano Prafrfe, TX 75051 SEAL ON THIS DRAWING APFL:E5 TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25
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foo: (Ci3703BD-=Centex Homes Inc 3703 B S D MASTER) / T40 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS s DIMENSIONS) SUBMITTED BY TRUSS MFR.
tOP CHORD 2x4 SP 02 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT END.
30T CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
N
UPLIFT (LB) : 540 450
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(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING LO
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1�
SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o
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**IMPORTANT** CLARY C:VISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF R732--70867
SHALL NG' BE RESPONSIBLE FOR IN HANDLING. ERECTION AND
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FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
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214) 660-3940 INONY, AND SHALL NOT BE RELIED UPON :N ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.TP: RUSSPLATE INSTITUTE. NDS 199f NATIONAL DESIGN SP£LIFICATION FOP WOOD CONSTRUCTION PACING 24 .0"
Job: (Ck3703BD-*Centex Homes Inc 3703 8 6 D MASTER) / T39 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.58# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. �
UPLIFT (LB) : 530 460 D
BRG.LOC (FT) : 0.00 29.75 v
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . R)
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MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" Q.C.
SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0
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**IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRIN-SSES REQUIRE EXTREME CARE TC LL 20 . O PSF REF 8732--70868
SHALL NOT BE RESPONSIBLE FOR HANDLING. ERECTION AND
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-+ A101ne A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHOR3 SHALL BE LATERALLY BRACED WITH PROPER.
EnR,neerec PrOPuc�e, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 • O PSF BY: O L D,
CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T 0 T.L D. 37 . O P S F
1801 S. Greet Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEEP'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED
Gr enO PrD1rIe. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
1214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY 07HEA WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR,FAC. 1 • 2 5
--TPI - TRUSS PLATE INSTItUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING N 2 4 .O
Job: (C)'3703B0-=Centex HomeS Inc 3703 B S D MASTER) / T38 30' Special THIS DwG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.59# REACTION AT RIGHT END,
30T CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT (LB) : 520 470 D
BRG.LOC (FT) : 0.00 29.75
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND c.I
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ru
(A) 1X4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS,
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING Lfl
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE.
SUITABLE SUPPORT BY ERECTION CONTRACTOR. 0
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. LD
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
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**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 . PSF REF 8732--70869
SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND r�
C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPE CIFICAIIOKS, OR ANY BRACING. SE'c HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR A;D:TIONAL SPECIAL PERMANENT BFACING RE .1
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIRE-ENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1 0 . 0 PSF DR W USR732 9409i731
A Dei0n at AjOjMe AA46 OR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORC SHALL BE LATERALLY SPACED WITH PROPER /.
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CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH =FDFERLY ATTACHED RIGID CEILING -- SEE
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GranD PraIrfe. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS DUR.FAC. 1 . 25
(214) 660-3940 IN ONLY, AND SMALL NOT BE FELIED UPON IN ANY OTHER WAY. DE3IGN _0 HE IFJSS E:ECTION CONTRACTOR.
--TPI • TRUSS PLATE INST jTUTE, NOS 1991 NATIONAL DESIGN SPEC:FICA'ION FOP WGOD CONSTRUCTION SPACING 24 .0"
Jot): (CX3703130-'Centex Homes Inc 3703 B 6 D MASTER) / T37 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END.
30T CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 : W9 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT (L B) : 520 470 >J
BRG.LOC (FT) : 0.00 29.75 v
RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND W
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
cD
aIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO �
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING a
4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A UD
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. H.
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R=1199# W=3"8 R=1097# W=3"
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**IMPORTANT** CLARY DIVISION OF ALPINEWARNING'R -SES REQUIRE EXTREME c.aE TC LL 20 . O PSF REF 8732--70870
SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION ANG
OLCA.Ivlslon
ARY DEVIATION FROM THIS DESIGN 0PTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIE-3: BY TPI. SEE THIS DESIGN TC DL 7 . O PSF DATE 04/01/94
FAILURE 10 BUILD THE TRUST :� CONFOPMANCE WITH OST80 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE C FOGA GALV. STEEL MEETING ASTM OUTREMENTS. UNLESS OTHERWISE INDICATED. TDP BC DL 1 O . O PSF DRW USR732 94091732
Of Alp,ntA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER B C L L 0 O PSF By: D L D r
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Gr anO Prafrfe$OULt]WESL Pkwy.. TX 75051 SEAL ON THIS DRAWING APPL:ES !D THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25
1214) 6603940 IN ONLY. Atm SHALL NOT BE PE_!ED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
--TPI • TRUSS PLATE INS':'_1E. NOS • 1991 NATIONAL DESIGN SPECIFICATION FC=MOOD CONSTRUCTION SPACING 24 •0"
Job: (CX3703B0--Centex Homes Inc 3703 B S D MASTER) / T36 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8v TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.95# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP #3 : W8 2x6 SP #i Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. N
UPLIFT (LB) : 520 470 D
BRG.LOC (FT) : 0.00 29.75 .)
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND Ii
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . %)
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
LD
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1.
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 0
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A LD
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. �.
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R=1198# W=3"8 R=1097# W=3"
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**IMPORTANT** CLARY DIVISION OF ALPINE WARN INGT"EE R-c3UIRE EXTREME CARE TC LL 20 . O PSI- REF 8732--70871
SHALL NOT BE RESPONSIBLE FOP IN HANDING. ERECTION AND
0LC' C!h
ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 . O PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH US788 BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE .1CLARY CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . O PSF DRW USR732 94091733
of Alo me AA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH FROFER
En p,neereo Praouce., Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 • 0 PSF B Y: 0 L D
CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 3 7 O PSF
1801 s. Great SOUth West Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESTED
Grano Prairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR FAC. 1 . 25
1214) 560-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
e--TPI - TRUSS PLATE INSTITUTE. NDS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ]SPACING 2 4 •0'
Jot): (CX370380—*Centex Homes Inc 3703 B 6 0 MASTER) / T35 30' Special THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
)0P CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END.
30T CHORD 2x4 SP #2 N C
WEBS 2x4 SP #3 : W9 2x6 SP #i Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn
UPLIFT (LB) : 520 470
BRG.LOC (FT) : 0.00 29.75 v
3ECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N
tRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
LD
SIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING
a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR.
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'LT. TYP . - CLARY-V2 N CRTT TPT F - Rev 17.2n SgALE = 0.2500
**IMPORTANT** CLARY CIYISION OF ALPINE WARN INGTRUSSES REQUIRE EXTREME CARE TC LL 20 . O PSF REF 8732--70872
SHALL NG' BE RESPONSIBLE FOP IN HANDLING, ERECTION AND
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FAILURE TO BUILD THE TRUSS IN CONFOPWANCE WITH OSTBe BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALY STEEL MEETING ASTW OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USR732 94091734
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CONNECTORS PER DRAWINGS 134 150 4 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
1801 S. Great $OUt21WeSt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NGS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOP SUGGESTED TOT.L D. 37 . O P S F
Grano Pra1r]e. TX 75051 SEAL ON THIS DRAWING APFLIES TO THE CO—ONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS fOUR.FAC. 1 . 2
5
(214) 660_3940 IN ONLY. AND SHALL NOT BE PELIED UPON IN ANY OTHER WAY. DESIGN TG THE TRUSS ERECTION CONTRACTOR,
A--TPI • TRUSS PLATE INS_1%TE N:S - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION P A C I N 2 4 .D"
Jo O: (CX3703BD-=Centex Homes Inc 3703 B 6 0 MASTER) / T34 30' Special THIS DwG. PREPARE[) FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N SPECIAL CONNECTION/HANGER FOR 1096.98# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N c
WEBS 2x4 SP #3 : W8 2x6 SP #i Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. m
UPLIFT (L B) : 520 470
BRG.LDC (FT) : 0.00 29.75 v
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
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RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO N
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING o
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. �.
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**IMPORTANT** CEARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70873
SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND
0LC' '
ARY DEVIATION FROM THISDESIGNORTHESE SPECIFICATIONS. OR ANY 6RACING, SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 . O PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH WEB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE WADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 . O PSF DRW USA732 94091735
of Aloot A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER *-
Fna,ne,,.a-roa .. na TRUSS AND UNLESS OTHERWISE LCCA720_\ TH:S CES:G\. P05,—.IDN LY A71ACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L D ✓ 6,
CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 PS F
IT S. Great South weSi Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UP04TE i7/1/?11 fOR SUGGESTEC
Grano Pra1rIa. iX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.FAC. 1 . 25
12141 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR,
--TPI - TRUSS PLATE IN5TITUiE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPA I NG 2 4 011
Job: (CX3703BO--CenteX Homes Inc 3703 8 6 D MASTER) / T33 30' Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1096.94# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N C:
WEBS 2x4 SP #3 : W8 2x6 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. U1
UPLIFT (LB) : 520 470
BRG.LOC (FT) : 0.00 29.75 -4
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ry
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
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RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO Z'
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING o
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A to
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR.
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A R Y FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GS188 BY TPI FDA ADO'TIONAL SPECIAL PERMANENT BRACING RE 1
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0C'L.1
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EnO,ne+ccc Proaucc+, Int "UqS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 . 0 PSF BY: 0 L D
CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH FPC=rRLY AT-ACHED PIGID CEILING -- SEE TOT.L D. 37 . O PSF
1801S. Great Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S 1ECHNIZAL UPDATE (7/1/91) FOP SUGGESTED
Gr ana Prairie, TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWAL_ APPLiCA':CN. FURNISH A CDPY OF THIS DUR.FAC. 1 . 25
(2141 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 'O THE TR,1SS ERECTION CONTRACTOR.
--TPP TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL DESIGN SPEC:-:CATION e = MOOD CONSTRUCTION SPACING 24 .0 11
Jot): (C)'370380-=Centex Homes Inc 3703 B G 0 MASTER) / T23 29'8"8 Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1080.77# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N C:
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. cn
UPLIFT (L B) : 530 460
BRG.LOC (FT) : 0.00 29.46 v
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND w
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . n.1
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
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A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A LO
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
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SMALL NpI BE RESPONSIBLE FOR IN HANDLING. ERECTION AND
C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. BEE HIB-9; By TPI. BEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH USTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREM.ENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 . 0 PSF DRW USR732 94091737 DD
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Gr anD Pralt, e. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPUNENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25
1214) 550-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY GIVER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
--TPI - TRUSS PLATE INSTITUTE, NOS - 199; NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION SPACING
Job; (CX3703BO-=Centex Homes Inc 3703 8 6 D MASTER) / T32 29'8"8 Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL CONNECTION/HANGER FOR 1080.77# REACTION AT RIGHT END.
BOT CHORD 2x4 SP #2 N r
WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. In
UPLIFT (LB) : 530 450
BRG.LOC (FT) : 0.00 29.42 .,
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND LAI
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . N
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS.
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MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A Lo
SUITABLE SUPPORT BY ERECTION CONTRACTOR. H.
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**IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTR-_$EE REQUIRE EXTREME CARE TC LL 20 . O PSF REF 8732--70876
SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND
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FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
:LARY CONNECTORS ARE MAGE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USA732 94091738
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CONNECTORS PER DRAWINGS 13C, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERTY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 PS F
1801 S. Great BOUtFIWeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91) FOR SUGGESTED
Grana Prairie, TX 75051 SEAL ON THIS DAA. NO APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D UR.F A c. 1 .25
(214) 660-3940 IN ONLY, ANO SHAD. NOT BE FELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
--TF; TRUSS
P.A'E INS'; -E. NOS 1991 NAT20NAL DESIGN SPECIFSCA':DN F0� WOOD CO NSTRUCTjON SPACING 24 -0"
Job: JCV3703BO—Centex Homes Inc 3703 8 & D MASTER) / T26 5'7" Mono Hip Girder 4'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 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 (L B) : 200 200
WEBS 2x4 SP #3 BRG.LOC (FT) : -0.00 5.29
: Lt Slider 2x4 SP #3: TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND D
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v
1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w
SPECIAL CONNECTION OR HANGER RED'0 FOR CONCENTRATED LOAD (S) . ri
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED.
#1 HIP DESIGNED TO SUPPORT 04-00-00 JACKS AT LEFT END. cn
JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. n
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**IMPORTANT** CLAW CIVISION OF ALPINEyygRNINGT PUSSES REGUIRE EXTREME CARE TC LL 20 O PSF REF 8732--70877
SHALL NOT BE RESPONSIBLE FOP IN HANDLING, ERECTION AND
A R Y DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7 . O PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .I
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OC.L"1,1510n
1O O PSF DRW USR732 94091739
of Alpine A4AG GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WI1H PRCPER r
Cn2_tee Preautt+. Ine TRUSS AW'I UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O • O PSF BY: .0 L D G-1
CONNECTORS PER DRAWINGS 1HC. 150 f 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED R16ID CEILING -- SEE TOT.L D. 37 . 0 PSF
1801 S. Great SOutnwBSt PKWY. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOP SUGGESTED
GrandPrairie. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 25
1214) 660 3940 TN ONLY. ANOSHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTICN CONTRACTOR.
--iP1 TRUSS PLATE INS-:]LITE, NDS • 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING S e e a b o v e
Job: (CX,3703B0--Centex Homes Inc 3703 B 6 D MASTER) / T43 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 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) : 460 390
WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 24.38
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w
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A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
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**IMPORTANT** CLARY DIVISION OF ALPINE WARNINOTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70878
SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND
OLC .—
ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL /-7 . 0 PSF DATE O4/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADO:TIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1 0 . 0 PSF DRW USR732 94091740
A -61 AIP A446 GR 6 EXCEPT AS NOTEC. APPLY CONNECTORS TC EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
FnPineerAP PrPPucts, Int TRUSS AND UNLESS OTHERWISE -CCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.. 0 PSF B Y: 0 L D U,
CONNECTORS PER DRAWINGS 12-C. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T o T.L O. 37 . 0 PSF
1801 S. Great SOUtnweSt Pkwy. CONFORM N/APPLICABLE PROVISIONS OF NOS C TCI. AN ENGINEER'S TECHNICAL UPDATE 17/1/41) FDR SUGGESTED
Grano Prairle, Tx 75051 SEAL ON THIS DRAWING APPLT.ES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 . 2 FJ
1214) 660-3940 IN ONLY, AND SHALL NOT BE PELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
--TPI " TRUSS PLATE INS-:%TE. NOS " 1991 NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION SPACING 24 0.
Job: (CX*3703BD—•Centex Homes Inc 3703 8 S D MASTER) / T44 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S 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) : 460 380 C:
WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 24.38 cn
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND D
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. w
N
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**IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRD66E5 REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70879
SHALL NOT BE RESPONSIBLE FOP IN HANDLING. ERECTION AND
OLC'.1,141-4f
ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETINGASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1 0 . 0 PSF DRW USR732 �9.40r91741
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CONNECTORS PER DRAWINGS 130. 150 t 16OA-F, DESIGN STANDARDS MITH FROPEPLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 PSF
1801 S. Great SoutnWest Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NDS 0 TP1. AN ENGINEER'S TECHNICAL UPDATE (7/1/91) FOR SUGGESIEC
Grano Pralrle. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEFE DRYWALL APPLICATION. FURNISH.A COPY OF THIS DUR.FAC. 1 . 25
12141 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN .0 THE TRUSS ERECTION CONTRACTOR.
-TFT TRUSS PLATE INSTITUTE. NOS " 1991 NATIONAL DESIGN SPE:IFICATION FOR WOOD CONSTRUCTION SPACING 2 4 •0„
Job: =3703BO-=Centex Homes Inc 3703 8 6 D MASTER) / T24 24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S 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) : 450 390
WEBS 2x4 SP #3 : W5 2x6 SP #i Dense: BRG.LOC (FT) : 0.00 24.38
TRUSS DESIGNED FOR 110.00 MPH WIND, 15.00 FT ABOVE GROUND D
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. Lo
N
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED.
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING (n
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
SUITABLE SUPPORT BY ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. O
cn
ru
C5X5 (R C2X4 C X4 X (R)
C2X4
T
N C3X8
Q 6 C7 N
in
(A) 5 m
c
(A 1) CSX
_'Z-2
3.6 C5X6 CSX C3X6
C3X5
�Q , I® 10-0-0 _,_ 13-4-0 1-4-0
^ 7 3-7-8 T 9-0-8 T 12-0-0
�- 24'8"
OVER 2 SUPPORTS
R=1002# W=3"8 R=899# W=3"8
'LT . TYP. - CLARY-V2 N CRIT TPI F1 /1/1/1/E/-/- Rev 117 .2M SCALE = 0 .2500
**IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70980
SMALL NOT BE RESPONSIBLE FOR IN MANGLING. ERECTION AND
C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/01/94
FA_LURE TO BUILD THE TRUSS IN CONFORMANCE 0117H QS78e BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
C_APY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 . 0 PSF DRW USP732 94091742
A Cir iafon o1 Alo lne AAAe GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
[nm nee�ea Proouce., ]nc
iRJSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O O PSF BY: OLD , - 174
CONNECTORS PER DRAWINGS 13C. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . 0 PSF
1801 S. Great SOUtIlweSt Pkwy. _O%rORM M/APPLICABLE PROVISIONS GF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGCESTEC
Grana Prairie. Tx 75051 SEA- ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25
1214) 660-3940 IN ONL 1, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
-iP1 TRUSS PLATE INSTITUTE. NOS " 199: NATIONAL DESIGN S FICATION FOR WCOC CONSTRUCTION ISPACING 2 4 •O 11
job: (CX370380--Centex Homes Inc 3703 B 6 0 MASTER) / T2-5--24'8" Special THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 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 (L B) : 440 400
WEBS 2x4 SP #3 : W6 2x6 SP #1 Dense: BRG.LOC (FT) : 0.00 24.38 N
TRUSS DESIGNED FOR 110.00 MPH WINO, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) .
TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED, MWFRS. v,
N
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Lo
d
0
Lo
v
Lo
C5X6 C2X4 C3X4 C5X5 (R)
C4X5
X4
(L
Q 4C3X8
W 6 (U
1n mC3X8 (A1) �4C2
4`2
a 3.6 C5X5 c3X8 C4X8
C2X4
12-0-0 -, 9-4-0 , _ 3-4-0
3-7-8 T 9-0-8 r` 12-0-0
24.8"
f OVER 2 SUPPORTS
R=1002# W=3"8 R=899# W=3"8
'LT . TYR. — CLARY—V2 CRIT TPI F — — Rev 17.2n SCALE = 0 .2500
**IMPORTANT** CLARY CIVISION OF ALPINE WARNINGTRUSSES REQUIRE EXTREME CARE TC LL 20 . 0 PSF REF 8732--70881
SHALL NG' BE RESPONSIBLE FOP IN HANDLING, ERECTION ANL
�CC .lvifilOn
ARY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 04/01/94
FAILURE TO BUILD THE TRUSS IN CONFGPMANCE WITH GST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CLARY CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1 0 . 0 PSF DRW USR732 94091743
a Of A102M A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEC WITH PROPER
Enq'nse..P Pnoaueo•, lnP TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 • 0 PSF BY: 0 L D/-LfH-
-
CONNECTORS PER DRAWINGS 130, 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37 . O PSF
1601 S. Greet SOOthweBL Pkwy. CONFORM W/APPLICABLE PROVISIONS C; NGS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FDA SUGGESTED
Grana Pralrl e. TX 75051 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
1214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPCN IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC. 1 . 25
--TPI - TRUSS PLATE INSTITUTE. NCS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 5 PA I NG 2 4•0 11
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 98. 1
DCA Form 600A-93
or Form 600B-93
0 10 20 30 40 50 60 70 80 90 100
---------------------------------------X- I
The maximum allowable EPI is 100 . The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I
INSULATION. . . . . . . . . . . . . . . . . .
R-10 R-30
Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI
R-0 R-7
Wall R-Value. . . . . . . . . 11.0 I --------------------XI
R-0 R-19
Floor R-Value. . . . . . . . . 0.0 IX-------------------- I
AIR CONDITIONER. . . . . . . . . . . . .
10.0 SEER 17 .0
SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I
HEATINGSYSTEM. . . . . . . . . . . . . .
6.8 HSPF 12 .0
Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I
WATER HEATER. . . . . . . . . . . . . .
0.88 0 .96
Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I
0.54 0.90
Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I
0.40 0.80
SolarEF. . . . . . . . . . . . . . I --------------------- I
OTHERFEATURES. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Address: (�[� �Syu �-Signature: L(„LA!6,k Date: //-jf'-9L/
city/Zip(DACLASwv ,L4 31-Zi (-
Florida Eifergy 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 600A-93 Residential Whole Building Performance Method A NORTH
PROJECT NAME: 67 SL 1 BUILDER: CENTEX
AND ADDRESS: 1419 LINKSIDE DR PERMITTING CLIMATE
ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1
OWNER: CENTEX PERMIT NO. JURISDICTION 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. 1344 .00
6. Predominant eave overhang (ft. ) 6. 1 .00
7 . Porch overhang length (ft. ) 7 . 0. 00
8. Glass area and type: Single Pane Double Pane
a. Clear Glass 8a. O.Osgft 138.90sgft
b. Tint, film or solar screen 8b. O.Osgft O.00sgft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147. 00 ft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft
b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 149.00sgft
11.Ceiling type area and insulation:
a. Under attic ( Insulation R-value) lla.R=30.00 , 1344 .00sgft
12 .Air distribution systems
a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond
13.Cooling system 13. Type: Central A/C
SEER: 10.00
14 .Heating System: 14 . Type: Heat Pump
HSPF: 6.80
15.Hot water system: 15. Type: Electric
EF: 0.88
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. CF
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19. 98.06
a. Total As-Built points 19a. 26080.76
b. Total Base points 19b. 26597. 96
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
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: CAS compliance in accordance with Section
DATE: I ( - k-qy 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: BUILDING OFFICIAL: f=_�;z DATE: ! (-k-9 y DATE:
Department of Community Affairs SN: 5411
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600A-93 Residential Whole Building Performance Method A NORTH
PROJECT NAME: 67 SL 1 BUILDER: CENTEX
AND ADDRESS: 1419 LINKSIDE DR PERMITTING CLIMATE
ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1
OWNER: CENTEX PERMIT NO. JURISDICTION 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. 1344 .00
6. Predominant eave overhang (ft. ) 6. 1 .00
7 . Porch overhang length ( ft. ) 7 . 0.00
8. Glass area and type: Single Pane Double Pane
a. Clear Glass 8a. O.Osgft 138.90sgft
b. Tint, film or solar screen 8b. O.Osgft O.00sgft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 .00 ft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 944 .00sgft
b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11 . 00, 149.00sgft
11.Ceiling type area and insulation:
a. Under attic ( Insulation R-value) lla.R=30.00 , 1344 .00sgft
12.Air distribution systems
a. Ducts ( Insulation + Location) 12a. R= 6.00 , uncond
13.Cooling system 13. Type: Central A/C
SEER: 10.00
14 .Heating System: 14 . Type: Heat Pump
HSPF: 6.80
15.Hot water system: 15. Type: Electric
EF: 0.88
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. CF
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19. 98.06
a. Total As-Built points 19a. 26080.76
b. Total Base points 19b. 26597 .96
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
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: CA_J - .-tom compliance in accordance with Section
DATE: 11-k-qy 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: QooyPrk 4tO,_� BUILDING OFFICIAL:
DATE: DATE:
SUMMER CALCULATIONS
*******************************************************************************
BASE ___ ( __= AS-BUILT
GLASS----------------
ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS
-------------------------------------------------------------------------------
N 80 .40 65.8 5290. 3 DBL CLR N 15.0 38.3 . 94 537.2
DBL CLR N 42 .0 38.3 .94 1504 .0
DBL CLR N 11. 7 38.3 .94 419.0
DBL CLR N 11 .7 38.3 .94 419.0
E 9.00 65.8 592 .2 DBL CLR E 9.0 79.7 .94 677 .8
S 28 .50 65 .8 1875. 3 DBL CLR S 24 .0 66.2 .90 1432 .6
DBL CLR S 4 .5 66 .2 .90 268.6
W 21.00 65.8 1381 .8 DBL CLR W 15.0 79. 7 .94 1129.7
DBL CLR W 6.0 79. 7 .94 451.9
-------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ( GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
. 15 1, 344 .00 138.90 1.451 9, 139.62 13,265.28 6,839.83
------------------------
NON GLASS------------
AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 944 .0 .9 849.6 Ext Wood Frame 11 .0 944 .0 1.70 1604 .8
Adj 149.0 .7 104 .3 Adj Wood Frame 11 . 0 149.0 .70 104 .3
DOORS----------------
Ext 21 .0 6. 1 128 . 1 Ext Insulated 21 .0 4 . 10 86. 1
Adj 18 . 8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1
CEILINGS-------------
UA 1344 .0 .6 806.4 Under Attic 30.0 1344 .0 .60 806.4
FLOORS---------------
Slb 147 .0 -37 .0 -5439.0 Slab-on-Grade .0 147 .0 -41.20 -6056.4
INFILTRATION---------
1344 .0 8.0 10752 .0 Practice #2 1344 .0 8.00 10752 .0
----------------------
TOTAL SUMMER POINTS
20,511 . 80 14, 182. 15
-----------------------
TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
20,511.80 .37 7,589.37 1 14, 182 . 15 1.00 1 . 100 .340 .860 4,561.55
WINTER CALCULATIONS
BASE ___ ( __= AS-BUILT
GLASS----------------
ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS
-------------------------------------------------------------------------------
N 80.40 -10.6 -852 .2 DBL CLR N 15 .0 7 .3 1. 10 120. 1
DBL CLR N 42 .0 7 . 3 1. 10 336.2
DBL CLR N 11.7 7 .3 1 . 10 93.7
DBL CLR N 11.7 7 .3 1. 10 93.7
E 9 .00 -10.6 -95.4 DBL CLR E 9.0 -9 .2 .84 -69.3
S 28 .50 -10 .6 -302 . 1 DBL CLR S 24 .0 -28.4 .96 -652 . 1
DBL CLR S 4.5 -28.4 .96 -122.3
W 21.00 -10. 6 -222 .6 DBL CLR W 15.0 -9.2 .84 -115.5
DBL CLR W 6.0 -9.2 .84 -46.2
-------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
. 15 1, 344 .00 138 . 90 1.451 -1,472. 34 -2, 136.96 -361.59
NON GLASS------------
AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 944 .0 2 .2 2076.8 Ext Wood Frame 11.0 944 .0 3.70 3492 .8
Adj 149.0 3 .6 536.4 Adj Wood Frame 11.0 149.0 3.60 536.4
DOORS----------------
Ext 21.0 12 . 3 258.3 Ext Insulated 21 . 0 8.40 176.4
Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2
CEILINGS-------------
UA 1344 .0 1.2 1612.8 Under Attic 30.0 1344 .0 1.20 1612.8
FLOORS---------------
Slb 147 .0 8.9 1308.3 Slab-on-Grade .0 147 .0 18.80 2763.6
INFILTRATION---------
1344 .0 7 .4 9945. 6 Practice #2 1344 .0 7.40 9945.6
----------------------
TOTAL WINTER POINTS I
13,817 .44 18,382 .21
TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
13,817.44 .55 7,599.59 1 18,382 .21 1.00 1. 100 .500 1 .000 10, 110.22
WATER HEATING
*******************************************************************************
BASE ___ __= AS-BUILT
NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL
BEDRMS RATIO MULT
-------------------------------------------------------------------------------
3 3803.0 11,409.00 40 .88 1. 000 3803.0 1.00 11,409.00
*******************************************************************************
SUMMARY
*******************************************************************************
BASE ___ __= AS-BUILT
COOLING HEATING HOT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
-------------------------------------------------------------------------------
7589.4 7599 .6 11409 . 0 26,597 .96 4561.5 10110.2 11409.0 26,080.76
*****************
* EPI = 98. 06
*****************
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 98. 1
DCA Form 600A-93
or Form 600B-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------- I
INSULATION. . . . . . . . . . . . . . . . . .
R-10 R-30
Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI
R-0 R-7
Wall R-Value. . . . . . . . . 11.0 I --------------------XI
R-0 R-19
Floor R-Value. . . . . . . . . 0.0 IX-------------------- I
AIR CONDITIONER. . . . . . . . . . . . .
10.0 SEER 17 .0
SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I
HEATING SYSTEM. . . . . . . . . . . . . .
6.8 HSPF 12 .0
Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I
WATERHEATER. . . . . . . . . . . . . . . .
0.88 0.96
Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I
0.54 0.90
GasEF. . . . . . . . . . . . . . 0.00 I --------------------- I
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: lo(oae7S �'imo;r.�le S Signature: CYa/�p-� �,Q Date: //-�'- /
City/ZiP�4.C' Ok,�>J—.k2 3�
Florida E ergy 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 EPI92-FLA/RES(c) DATA FILES
(BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. )
-------------------------------------------------------------------------------
NAME :67 SL 1
ADDRESS : 1419 LINKSIDE DR
CITY :ATLANTIC BEACH, FL 32233
OWNER :CENTEX
BUILDER :CENTEX
Conditioned Floor Area : 1344 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 20515.78 STRUCTURE SENSIBLE 9713 .939
MECH.VENT- 200 Cfm 4180.00
SENS. + MECH.VENT : 13893 .94
TEMP.SWING @ 3 DEG. : 1.00
OCCUPANT/APPLIANCE 3000.00
DUCT LOSS 1025.79 DUCT GAIN 1689.39
TOTAL LOSS/BTUH 21541.57 TOTAL SENSIBLE 18583.33
TOTAL LATENT 12020.99
--------------------------------------------------------------------
20% OVERSIZE FACTOR 4308.31 20% SENS.OVRSZE FTR: 3716.67
ACTUAL + 20% OVERSIZE: 25849.88 SENS. + 20% OVERSIZE: 22300.00
--------------------------------------------------------------------
* 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 O A D C A L C U L A T I O N
TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh
GL A S S----------------------------------------------------------------------
West Double Clr Drapes/Blinds 1 15.00 435 .00 690.00
West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00
East Double Clr Drapes/Blinds 1 9.00 261.00 414 .00
South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00
North Double Clr Drapes/Blinds 1 15.00 435.00 240.00
North Double Clr Drapes/Blinds 1 42.00 1218.00 672.00
North Double Clr Drapes/Blinds 1 11.70 339.30 187 .20
North Double Clr Drapes/Blinds 1 11.70 339. 30 187 .20
South Double Clr Drapes/Blinds 1 4 .50 130.50 112.50
Infiltration : Winter Htm ( 29.4 ) x 138.90 4083.66
Infiltration : Summer Htm ( 7 .74 ) x 138.90 1075.09
--------- --------- ---------
Window Frame : Metal SUBTOTALS: 138.90 8111 .76 4453.99
R-Value Area Loss/Btuh Gain/Btuh
WA L L S----------------------------------------------------------------------
Wood Stud - Ext. 11 944 .00 3398 .40 2360.00
Wood Stud - Adj . 11 149.00 536.40 253.30
--------- --------- ---------
SUBTOTALS: 1093.00 3934 .80 2613.30
DO O R S----------------------------------------------------------------------
Insulated Core/Metal - Ext. 0 21.00 371 .70 109.20
Solid Core/Wood - Adj . 0 18.80 417 .36 78.96
Infiltration :Winter Htm( 29 .4 ) x 39.80 1170. 12
Infiltration :Summer Htm( 7 .74 ) x 39. 80 308.05
--------- --------- ---------
SUBTOTALS: 39.80 1959. 18 496.21
CE I L I N G S----------------------------------------------------------------
Under Attic 30 1344 .00 1747 .20 2150.40
FL O O R S--------------------------------------------------------------------
Slab on Grade 0 147 .00 Lin.Ft. 4762 .80 000.00
* TOTAL STRUCTURE SENSIBLE *
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20515.78 16893.94
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