HomeMy WebLinkAboutB98-0049 E98-0109 E98-0328 M98-0154 M98-0170 P98-0139 .
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE: NUNEZ RESIDENCE
NEW (SFR, P/S,DUP) PERMIT Permit # : B98-0049
1
Job Address : 1427 VAIL VALLEY DR Status . . . : ISSUED
Location. . . : 1427 VAIL VALLPsY DR Applied. . : 04/06/1998
Parcel No. . : 2101-092-01-003 Issued. . . : 04/30/1998
Project No. : PRJ98-0036 Expires . . : 10/27/1998
APPLICANT GARY BOSSOW DEVELOPMENT Phone: 926-4026
P 0 BOX 5055, VAIL CO 81658
CONTRACTOR GARY BOSSOW DEVELOPMENT Phone: 926-4026
P O BOX 5055, VAIL CO 81658
OWNER NUNEZ MIKE & DEBORAH Phone: 305-949-9852
12445 KEYSTONE ISLAND DR, N. MIAMI FL 33181
Description:DEMO EXISTING REBUILD NEW P/S Number of Dwelling Units : 001
Occupancy Type Factor Sq. Feet Valuation
Dwellings Zone 3 V-N 138 . 55 4, 953 686, 238 . 15
Private Garages Zone 3 V-N 36 .21 1, 112 40, 265 . 52
Dwellings Zone 3 V-N Basement 30 . 09 1, 738 52 , 296 .42
Subtotal : 7, 803 778, 800 . 09
Table Date: 05/17/1996 Total Valuation: 778, 800 . 09
Town of Vail Adjusted Valuation: 778 , 800 . 090
FiLeplace Information: Restricted: Y #�f 6ae Appliancee: 3 �kOf Gae Loge: #Of Wood/Pallet:
x��rxkr+rkwkrrw�rkr+ra�+t+rrrkxwatx�rrwrx+.+r�a++rrar,wk�akwrr FEE SUMMARY +�+ww��+atrrw++,�r+++xwtarrrakxxrrraaxxkrwa�wt�+arrar+arrLrrw
Building----> 3,456.00 Reetuaiant Plan Review--> .00 Total Calculated Fees---> �,692•25
Plan Check---> 2,246.40 DRB Fee---------------> 400.00 Additional Feee---------> .UO
Investigationn .00 Recreation Fee----------> 836.85 Total Permit Fee--------> 7,592.25
Will Call----> 3.00 Clean-Up Depoeit--------> 750.00 Paymen[e-------------'> 7,692.25
TOTAL FEES------'-----> 7,692.25 SALANCE DUE---'---------' .00
,rk+r+a+fi,tr.�araxttwx+t�.r+r*++rk.vr.t*ww�FSrr�.krwwrf�rkxr�w+a�wwar�we*+rwrww.wt+++x«rwrw+rw•awrr+rar«rarxwrkr.aw+a��.�k�wrwrr+rrraw++xxra
Item: 05100 BUILDING DEPARTMENT Dept : BUILDING Division:
04/06/1998 CHARLIE ACtion: NOTE PLANS TO CHARLIE
04/10/1998 JRM Action: NOTE TRUSS SPECS TO CHARLIE
04/28/1998 CHARLIE Action: APPR CHARLIE DAVIS
Item: 05400 PLANNING DEPARTMENT Dept : PLANNING Division:
04/06/1998 CHARLIE Action: NOTE PLANS TO CHRISTIE
04/10/1998 JRM ACtion: APPR APPROVED PER CHRISTIE
Item: 05600 FIRE DEPARTMENT Dept : FIRE Division:
04/06/1998 CHARLIE Action: APPR N/A
Item: 05500 PUBLIC WORKS Dept : PUB WORK Division:
04/06/1998 CHARLIE Action: NOTE WAITING TO SEND PLANS
04/10/1998 JRM Action: NOTE PLANS SENT TO LARRY
04/30/1998 JRM Action: NOTE DIGGING CONTRACTOR RENEW
04/30/1998 JRM Action: APPR APPROVED JRM PER CD
Item: 05550 ENGINEERING Dept: ENGINEER Division:
04/06/1998 CHARLIE Action: NOTE WAITING TO SEND PLANS
04/29/1998 TPARTCH Action: APPR see conditions
rakaaaaawaaaaaak�+ia��rrr�r►tkwrx�r+*xwfrwrr++wk�wrwwa«raa++��xiara�arrr�kx+rxarraaattwaaxkw�wxr++rkx<�i+wrrwak►xraxrwxarkktvawwrr
See Page 2 of this Document for any conditions that may apply to this permit .
DECLARATIONS
I heieby acknowledge that I have read thie application, filled out in full the information requiLed, completed an accurate plot
plan, and etate that all the infoimation provided ae iequired ie coLLect. I agree to comply with the infoL-mation and plot plan,
to comply with all Town ordinancee and otate lawe, and to build thie atructuie accor ' g t the Town��zoning and eubdivision
codee, deeign review approved, Uniform Building Code and other ordinancee of the wn a • cable Cttev o•
REQUESTS FOR INSPECTION9 SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY. TELEPH E 79 3B AT O OFFICE F M 8:00 AM 5:00 PM
Send Clean-Up Depoeit To: C3ARY BOSSOW DEVELOPMENT
3I � OF �NER OR CONTRACTOR FOR HIMSELF AND OWNER
PAGE 2
********************************************************************************
CONDITIONS OF APPROVAL Status : ISSUED
Permit #: 898-0049 as of 04/30/98
********************************************************************************
Pennit Type: NEW (SFR, P/S,DUP) PERMIT Applied: 04/06/1998
Applicant : GARY BOSSOW DEVELOPMENT
Issued: 04/30/1998
Job Address : 1427 VAIL VALLEY DR
Location: 1427 VAIL VALLEY DR
Parcel No: 2101-092-01-003
********************************************************************************
CONDITIONS
********************************************************************************
1 SURVEYROSHALL BELSUBM�ITTEDDANDSAPPROVEDpPRIOR TO REQUESTUFOR
A FRAME INSPECTION.
2 . No site grading shall exceed 2'horiz . to 1' vertical
3 . The driveway cross slope shall not exceed S�
PREPARED 1/27/12, 17:53:14 DEPOSIT REFUND REPORT-UPDATE PAGE 1
PROGRAM MR415U
Town of Vail
------------------------------------------------------------------------------------------------------------------------------------
CUST-ID CUSTOMER NAME TYPE
CHARGE DEPOSIT DEPOSIT-ADJ ADJUSTMENT AFTER-REFUND
CODE DESCRIPTION TX-DATE AJ-DATE AMOUNT AMOUNT AMOUNT AMOUNT
-------------'-----------------'-----'---------------------------------------'-------------------------------'------'---------------
1005 Gary Boesow Development
DEP08 DEPOSIT
TOTAL FOR CUSTOMER TYPE: D2
GRAND TOTAL:
DEPOSIT COUNT: 1
G/L SATCH CREATED: BATCH-00270
D2
s/oi/9e i/z�/iz �so.00 �so.00 �so.00- .oa
------------- ------------- --------'-'-' -------------
750_00 750.00 750.00- .00
------------- ------------- ------------- -------------
------------- '------------ ------"'--'- ------------'
750.00 750.00 750.00- .00
2012I01 USERID-JLOVATO
COiJNT- .00
AP HELD
AMOiJNT- 7 5 0.0 0
TOWN OF VAIL DEPARTMENT OF CONIMUNITY DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Pertnit # : M98-0154
Job Address . . . : 1427 VAIL VALLEY DR Status . . . : ISSUED
Location. . . . . . : 1427 VAIL VALLEY DR Applied. . : 08/13/1998
Parcel No. . . . . : 2101-092-01-003 Issued. . . : 11/04/1998
Project Number: PRJ98-0036 Expires . . : 05/03/1999
APPLICANT F & L STOVES Phone: 719-486-8443
P. O. BOX 318, lEADVILLE, CO 80461
CONTRACTOR F & L STOVES Phone: 719-486-8443 -
P. O. BOX 318, lEADVILLE, CO 80461
OWNER NUNEZ MIKE & DEBORAH Phone: 305-949-9852
12445 KEYSTONE ISLAND DR, N. MIAMI FL 33181
Description: Valuation: 10, 600 . 00
NEW FIRE PROTECTION SYSTEM
Fireplace Information: Reatricted: #Of Gas Appliances: #Of Gae Logs: #Of Wood/Pallet:
At+Jr*i�ii#++tttit++iFitiY��IrW�Fi9r�F�r�Ir+M�k�kii�iMieWi#iiitMi�#�Ir**i�Mdri+t+t FEE SUMMARY +rtrrri+�x+++�++w++a++.ta++r+i+++++r+++a++++++++++aat++++++
Mechanical---> 220.00 Restuarant Plan Review--� .00 Total Calculated Fees---> 278.00
Plan Check---> 55.00 DRB Fee-----------------> .00 Additional Fees---------> .00
Investigation> .00 TOTAL FEES--------------� 278.00 Total Permit Fee--------> 278.00
Will Call----> 3.00 Payments----------------� � 278.00
BALANCE DUE-------------> � .00
r+r+r�++r�++tt+ai+rr+a,rtrrar++r+�r+t+rrwv�++rtt++rrrrr�++r++*++t++++++t++++++++t++++++r++,r+xxrrrt�r+e+t+++*+trrtra++a+,rr++rr+atr+,��
Item: 05100 BUILDING DEPARTMENT Dept : BUILDING Division:
08/13/1998 JRM Action: APPR APPROVED JR.M-
Item• 05600 FIRE DEPARTMENT Dept : FIRE Division:
08/13/1998 JRM Action: NOTE PLANS TO FIRE
08/31/1998 JEFF A Action: APPR Fd approves plan
CONDITION OF APPROVAL
1 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
�********************************************************�**********************
DECLAR.ATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information provided as required ie correct. I agree to comply with the information and plot plan,
to comply with all Town ordinances and atate lawe, and to build this etructure according to the Town's zoning and subdiviaion
codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEP E AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
+r�rir++rrr�++++t+rr+++►at++++rr+r+++++++rrrr+r+rrrr++r�+++riir+
TOWN OF VAIL, COLORADO Statemnt
,r+rrxrar+++++�+r+++tr+r++ratr++++++�+av.tr+rrrrr,r+++++++r��vrr+r+�+♦
Statemnt Number: REC-0472 Amount: 278.00 11/04/98 10:49
Payment Method: CK Notation: 0852 Init: DB
--------------------------------------'-------------------------
Permit No: M98-0154 T�pe: B-MECH MECHANICAL PERMIT
Parcel No: 2101-092-01-003
Site Addreas: 1427 VAIL VALLEY DR
Location: 1427 VAIL VALLEY DR
Total Fees: 278.00
This Payment 278.00 Total ALL Pmts: 278.00
Balance: .00
lttttttttt*iititW*tittit*tt#tt�kiitttiiitiiittit�k�k�Fitt*##t�kiitM1�F*'Y
Account Code Description Amount
MP 00100003111300 MECHANICAL PERMIT FEES 220.00
PF 00100003112300 PLAN CHECK FEES 55.00
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
---------------------------------------------------------------
TOWN OF VAIL DEPARTMENT OF CONII�fUNITY DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE : THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit # : E98-0109
Job Address : 1427 VAIL VALLEY DR Status . . . : ISSUED
Location. . . : 1427 VAIL VALLEY DR Applied. . : 05/19/1998
Parcel No. . : 2101-092-01-003 Issued. . . :
Project No. : PRJ98-0036 Expires . . :
APPLICANT MARMOT ELECTRIC Phone: 970-926-0990
P.O. BOX 4511, AVON, CO 81620
CONTRACTOR MARMOT ELECTRIC Phone: 970-926-0990
P.O. BOX 4511, AVON, CO 81620
OWNER NUNEZ MIKE & DEBORAH Phone: 305-949-9852
12445 KEYSTONE ISLAND DR, N. MIAMI FL 33181
Description: TEMP POWER Valuation: 1, 000 . 00
a+irrrrrrr�rr�r�+ii:�r+rarra+i�rraar��i+riiraWtr+aW�+r+ri+i FEE SUMMARY rr�rairat�+ri+++ir�rrr+arrrrr+i+i++r++++r�+rrr+r+s+�aa�ar.
Electrical-—> .00 Total Calculated Fees---� 53.00
DRB Fee ---> .00 Additional Fees---------> � •��
Inveotigation> .00 Total Permit Fee-------> 53.00
Will Call----> 3.00 Payments----------------> 53.00
TOTAL FEES---> 53.00 BALANCE DUE-------------> .00
•rrrirrrr+rr�r��rei+rarrr�+rrrrr�rr�ari+iiart++rr�+rtrwrtrt+++,�+rrrr+�+rrrrr+�r+rrrrar++tr++rr�a+�rrrr++t�++rrrr+r+++++rrrrirrrrr.
Item: 06000 ELECTRICAL DEPARTMENT Dept : BUILDING Division:
05/19/1998 JRM Action: APPR APPROVED
Item: 05600 FIRE DEPARTMENT Dept : FIRE Division:
05/19/1998 JRM Action: APPR N/A
......�.........................................�.........�t..��.�.�t�«....�......�......�t�.��..�...��..........�t.�.............
CONDITION OF APPROVAL
�ir•+arri�rrrrar+ri+i��ar+arr�rara++aarr�r��rr�+a�a�aa+rrrrrrr�ariW+raairr+araaa�rrrrrr+rrrr+a+r+rr+:riiir+frwr+i+�+�+rrrri.«rarr
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan,
to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and eubdivioion
co3es, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
/
REQUESTS FOR INSPECTIONS SHALL BE MADE TWE[VTY-FOUR HOURS IN ADVRNCE BY TELEPHONE AT 479-21 R AT OUR O�� ICE FROM 8:00 AM 5:00 PM
SI NAT OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
****************************************************************
TOWN OF VAIL, COLOR.ADO Statemnt
****************************************************************
Statemnt Number: REC-0404 Amount : 53 . 00 05/19/98 14 : 39
Payment Method: CK Notation: 3280 Init : JRM
----------------------------------------------------------------
Permit No: E98-0109 Type: B-ELEC ELECTRICAL PERMIT
Parcel No: 2101-092-01-003
Site Address : 1427 VAIL VALLEY DR
Location: 1427 VAIL VALLEY DR
Total Fees : 53 . 00
This Payment 53 . 00 Total ALL Pmts : 53 . 00
Balance: . 00
****************************************************************
Account Code Description Amount
EP 00100003111400 TEMPORARY POWER PERMITS 50 . 00
WC 00100003112800 WILL CALL INSPECTION FEE 3 . 00
----------------------------------------------------------------
� •� .��� • � • ��'/ ' F, •
�M , � ��Ov`�
�ontact Eaglc County Assessors Office .
at 970-328-8640 for Parcel !1. TOWN OF VAZL CONSTRUCTION PEEL�IIT l.�
��EL fl : PERMIT APPLICATION FORM �—
DATE•
/ APPLICATION MUST BE FILI�ED OUT COMPLETELY OR YT MAY NOT BE ACCEPTED
k********�********�*****��**** PERMIT INFORMATION *�*****�t**�t**�t**************�
� ' .
[ ]-Building [ ]-Plumbing [ ]-Electrical [ ]-Mechanical [ ]-Other �_
7ob Name: LWG'� Job Address: ���5_� �/L f��IL��� (��,
Legal Description: Lot_� Block j Filing SUBDI�'ISIO�:
, �wners Name: Address: ph,
�rchitect: _ Address: ph,
�eneral Description: ���� � �
c• —
•7ork Class : [ ] -New [ ]-Alteration [ ]-Additional [ � -Repair [ ]-Other
tumber of Dwelling Units: Number of Accommodation Units :
�r�mber and Type of Fireplaces: Gas Appliances. Gas Logs Wood/Pellet
r
<**���**********���*��***����***�* VALUATIONS �***�*�����**��**�**�������*�*�*Y
�
3UILDING: $ ET.�ECTRICAL: � OTHER: �
�UMBING: $ MECHANICAL: $ ` TOTAL: �
���**���*�*�**�*��������**��t* CONTRACTOR INFnRMA2'ION �*�•k*�*�**�*��t�����������*�
,eneral Contractor: Town of Vail Reg. NO.
�ddress: Phone Number:
:lectrica Contractor: ��1.0[-�(�-�rL-i�, Town of Vail Reg. NO. 2��
�ddress: �, �.(S'T( �J� �, F'f62.p ., Phone Number: g'�-p�p
�lumbing Contractox-: � �" �lCl"� Town of Vail Reg. NO.
�ddress: Phone Number:
techanical Contractor: Town of Vail Reg. NO.
�ddress: _ Phone Number:
>������*���*�*���������*���*���� FOR OFFICE US�: ��������������������t����������>
3UILDING PERMIT FEE: BUILDING PLAN CHECK FEE:
�LUMBING PERMIT FEE: PLUMBING PLAN CHECK ,�'EE:
fECHANICAL PERMIT FFE: MECHANICAL PLAN CHECK FEE:
:LECTRICAL FEE: _ .RECREATION FEE:
)THER TYPE OF FEE: � CLEAN-UP DEPOSIT:
)RB FEE: � TOTAL PERMIT FEES:
TYPE GROUP SQ. FT. VALUATION BUILDING: �
SIGNATURE:
ZONING:
SZGNATURE:
:omments•
f '
CLEAN iTP DEP.OSIT REFIIND T0:
TOWN OF VAIL DEPARTMENT OF COMMUNI'I'Y DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE: NUNEZ RESIDFNCE Pe�it # � B98-0049
NEW (SFR,P/S,DUP) PERMIT
Job Address : 1427 VAIL VALLEY DR Status . . . : ISSUED
Location. . . : 1427 VAIL VALLEY DR Applied. . : 04/06/1998
Parcel No. . : 2101-092-01-003 Issued. . . : 04/30/1998
Project No. : PRJ98-0036 Expires . . : 10/27/1998
APPLICANT GARY BOSSOW DEVELOPMENT Phone: 926-4026
P 0 BOX 5055, VAIL CO 81658 phone: 926-4026
CONTR.ACTOR GARY BOSSOW DEVELOPMENT
P O BOX 5055, VAIL CO 81658 phone: 305-949-9852
OWNER NUNEZ MIKE & DEBOR.AH
12445 KEYSTONE ISLAND DR, N. MIAMI FL 33181
Description:DEMO EXISTING REBUILD NEW P/S Number of Dwelling Units : 001
Occupancy Type Factor Sq. Feet Valuation
Dwellings Zone 3 V-N 138 . 55 4, 953 686, 238 .15
Private Garages Zone 3 V-N 36 .21 1, 112 40 , 265 . 52
Dwellings Zone 3 V-N Basement 30 . 09 1, 738 52 , 296 .42
Subtotal : 7, 803 778 , 800 . 09
Table Date : 05/17/1996 Total Valuation: 778, 800 . 09
Town of Vail Adjusted Valuation: 778 , 800 . 090
Of 6ae A liancee: 3
#Of Gae Logs: #Of Wood/Pallet:
Fireplace Information: Restiicted: Y # PP
axrrxrkr+xayar�rrw�a�tax++r*rM+�wwa�rr�r+.*rrarkatrrxrara+rrxrrr FEE SUMMARY k�iiiJ��4kMi'M/'FM1'ktWti�i#�k�'iti#*�Y#YO'*'Yi��YMileVr�A'a'M'MSiWiii#{'�Y�'�'L'kh
.00 Total Calculated Feee---� 7,692.25
Building-----> 3,456.00 Reetuarant Plan Review--> �D
Plan Check-—� 2, 400.00 Additional Feee-------->
246.40 DRB Fee——---------'--"'
Investigation> .00 Recreation Fee---------->
836.85 Total Pelmit Fee-----—-` ���92•?'
- 7,692.25
Will Call----> 3.00 Clean-Up Depoeit-------> 750.00 Paymente----"-'--"'-"'
TOTAL BEES--------------> 7,692.25 BAL�ANCE DUE------------->
.00
,r.wrarfkx�rrwirirrrrraxrr+traYrrt�YxkirakXrry+rtrxxwr�#+k+k+*a*ar�Y4e�wwvrwwrwrx«+x+kwxkaw.+rr�+w.r+•.ww«a.�.w�tr.++a«*+r+rrr+�raykraw
Item: 05100 BUILDING DEPARTMENT Dept : BUILDING Division:
04/06/1998 CHARLIE Action: NOTE PLANS TO CHARLIE
04/10/1998 JRM Action: NOTE TRUSS SPECS TO CHARLIE
04/28/1998 CHARLIE Action: APPR CHARLIE DADeSt ' p�ING Division:
Item: 05400 PLANNING DEPARTMENT P
04/06/1998 CHARLIE Action: NOTE PLANS TO CHRISTIE
04/10/1998 JRM Action: APPR APPROVED PDe �HR�IREE Division:
Item: 05600 FIRE DEPARTMENT p
04/06/1998 CHARLIE Action: APPR N/A Dept: PUB WORK Division:
Item: 05500 PUBLIC WORKS
04/06/1998 CHARLIE Action: NOTE WAITING TO SEND PLANS
04/10/1998 JRM Action: NOTE PLANS SENT TO LARRY
04/30/1998 JRM Action: NOTE DIGGING CONTRACTOR RENEW
04/30/1998 JRM Action: APPR APPROVED JRM PER CD
Item: 05550 ENGINEERING Dept: ENGINEER Division:
04/06/1998 CHARLIE Action: NOTE WAITING TO SEND PLANS
04/29/1998 TPARTCH Action: APPR see conditions
a.raraaawartxararawkaartwt�r*rxrwr*rrx+rrwrtww+rax+wrr�kwww.+rkrrwa��+rwrw��+xar*r++a*at+rk++kww�xrk�+wa+a+araxrrxraarrwt+r�a+rk�w
See Page 2 of this Document for any conditions that may apply to this permit .
DECLARATIONS
I hereby acknowledge that I have read thie application, filled out in full the infoimation required, completed an accurate plot
plan, and etate that all the information provided as required ie coirect. I agree to comply with the information and plot plan,
��zonin and eubdiviaion
to comply with all Town ordinances and state lawe, and to build thie etructure accor ' g t the 9
codes, design review approved, Uniform Building Code and other ordinances of the wn a cableZ'1' o-
REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPH E 79 � 38 AT O OFEICE F M 0:00 AM 5:00 PM
Send Clean-Up Depoeit To: CiARY BOSSOW DEVELOPMENT SI � OF �NER OR CONTRACTOR FOR HIMSELF AND OWNER
PAGE 2
****,r***************************************************************************
CONDITIONS OF APPROVAL Status: ISSUED
Permit # : 898-0049 as of 04/30/98
********************************************************************************
Permit Type: NEW (SFR, P/S,DUP) PERMIT Applied: 04/06/1998
Applicant : GARY BOSSOW DEVELOPMENT
Issued: 04/30/1998
Job Address: 1427 VAIL VALLEY DR
Location: 1427 VAIL VALLEY DR
Parcel No: 2101-092-01-003
********************************************************************************
CONDITIONS
********�***********************************************************************
1 SURVEYROSHALL BELSUBM�ITTEDDANDSAPPROVED PRIOR TO REQUESTUFOR
A FRAME INSPECTION.
2 . No site grading shall exceed 2 'horiz . to 1' vertical
3 . The driveway cross slope shall not exceed 8s
********************************************************Stat2tYU1t
TOWN OF VAIL, COLOR.ADO
****************************************************************
Statemnt Number: REC-0393 Amount: 7,492 .25 04/30/98 15 : 51
Payment Method: CK Notation: #15191 Init : JRM
----------------------------------
---
Permit No: B98-0049 Type: B-BUILD NEW (SFR, P/S,DUP) PE
Parcel No: 2101-092-01-003
Site Address : 1427 VAIL VALLEY DR
Location: 1427 VAIL VALLEY DR �, 692 .25
Total Fees :
This Payment 7,492 . 25 Total ALL Pmts : �� 692 •25
Balance: . 00
****************************************************************
Amount
Account Code Description 3 ,456 . 00
BP 00100003111100 BUILDING PERMIT FEES 200 . 00
DR 00100003112200 DESIGN REVIEW FEES 2� 246 .40
PF 00100003112300 PLAN CHECK FEES 750 . 00
AD 00100002403100 CLEANUP DEPOSITS 836 . 85
RF 11100003112700 RECREATION FEES 3 . 00
WC 00100003112800 WILL CALL INSPECTION FEE _
-------------------------------
�Contact Eagle County Assessors Office
at 970-328-8640 for Parcel !l. TOWN OF VAIL CONSTRUCTION PER.�IIT l.�
;��R EL ll:��� ��� G/1 �n 0 ,� �, � pg�xT APP CATIO FORM �—
DATE:�� .
APPLICATION MUST BE FILL�:D OUT COMPLETELY OR YT MAY NOT BE ACCEPTED
k***�*******�************�**** PERMIT TNFORMATION ***************************�� .
[ -Building [ ]-Plumbing [ )-Electrical [ ]-Mec 'ical [ ]-Other Dr����f�
�
Job Name: � �..+ Job Address: � �� � � rF
�
Legal Description: Lot� Block� Filing �J�SUBDII'ISION:
Owners Name: V�,�Z Address: � 7 ���1� Lj�� ph, .
-� �.
Architect: V ���fj� Address: _ �ll�/� ..�� ph ��'.��f�
General Description: �% ,� �� ��� ���a���►jp
Saork Class. New Alteration L
' �]" [ ]' , [ )-Additional [ ]-Repair [ ]-other
vumber of Dwelling Units: � Number of Accommodation Units:
V�mber and Type of Fireplaces: Gas Appliances_ � Gas Logs Wood/Pellet
�
k*�r*************�*�**�************ VALUATION5 **��r****�*�r��*�r**��t****���*��***�t
�
3UILDING: $ � ET.�ECTRICAL: � OTHER: �
�UMBING: � MECHANICAL: � � TOTAL: �
�*�r�r**�x�,•*�**�r*��**����* *' � * T] TO I 'ION � �•d���***�t**�*�**�*�*�*�**
�eneral Co tractor: �Y ��� � t�
��ddress• � � �'� wn of Vail e NO.a��--A
• ��,/ �i f��7� Phone Number: �(,'� 1 -(��'zS'j
�lectrical Co tr tor: � �� ��` ��°2
�ddress: ��%���� � � �It/�"' Town of Vail Reg. NO. �
����.� _,. Phone Number:
:�lumbing Contr ctor: ,�� .T/�''F Town of Vail Reg. NO.
�ddress: �• Phone Number:
dechanical Con actor: sfiN� /�E�/�1r�Cf C Town of Vail Reg. NO.
lddress: • Phone Number:
�����x***��*�*����t�t��*�*��x*�t*��� FOR OFFICE USE �����*������*���r������t�����*�-��
3UILDING PERMIT FEE: BUILDING PLAN CHECK FEE:
?LUMBING PERMIT FEE: PLUMBING PLAN CHECK ,�'EEt
�ECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE:
:LECTRICAL FEE: .RECREATION FEE:
)THER TYPE OF FEE: CLEAN-UP OSI :
)RB FEE: TOTAL P RM F S:
i TYPE GROUP SQ.FT. VALUATION BUILDING: �
`7 - -��
' SIGNATURE:
; ZONING: �
SIGNATURE:
:omments: '
CLEAN IIP DEP•OSIT REF[JND TO_ �j{� �C,y'rj�r i..� 4-/�- �•
�
; , i_ __ , ..
- • ����
��
tow� of uai _
75 soulh irontage road .
vail, colorado 81657
(303) 479-21.38 or 479-2139 offlce ol community development
TO: ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE
TOWN OF VAIL
FROM: TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT
DATE: MARCH 16, 1988 �
SUBJECT: CONSTRUCTION PARKING & MATERIAL STORAGE
In summary, Ordinance No. 6 states that it is unlawful for any
person to litter, track or deposit any soil , rock, sand, debris
or material, including trash dumpsters, portable toilets and
wor)tmen vehicles upon any street, sidewalk, alley or public
place or any portion thereof. The right-of-way on all Town of
Vail streets and roads is approximately 5 ft. off pavement.
This ordinance will be strictly enforced by the Town oL-' Vail
Public Works Department. Persons found violating this ordinance
will be given a 24 hour written notice to remove said material.
Tn the event the person so notified does not comply with the
notice within the 24 hour time specified, the Public Works
Department will remove said material at the expense of person
notified. The provisions of this ordinance shall not be
applicable to construction, maintenance or repair projects of
any street or alley or any utilities in the right-a-way.
To review ordinance No. 6 in full, please stop by the Town of
Vail Building Department to obtain a copy. Thank you for your
cooperation on this matter.
Re a d �c�iedge .
� . .
�C��?'��C
�osition/Relationshi to Pro 'ect
P � (i.e. contractor, owner)
X � �- ��
Date
�y�y
taW� ofi uai � � . . . -
75 soulh froMage road
vall, colorado 81657 �
(303) 479-2138 or 479-2139 oftice ot community developmei�t
BUILDING pERFiIT ISSUANCE TIh1E FRA�1E
. . If thi.s permi,t requi.res a 7own of Vail Fire Department Approval , ��
Engineer'•s (.Public Works) reYiew and approval , a Planning Department
review or Health Department review, and a review by the Building
Department, the estimated time for a total review may take as long
as tHree weeks .
Al1 commercial (:large or small ) and all multi-family permits will
have to follow the above rnentioned maximum requirements , Residential
and small projects should take a lesser amount of time. However, if
residential or smaller projects impact the various above mentioned
departments wi,th regard to necessary review, these projects may
also take the three week period. �
Every attempt wi'Il be made by this department to expedite this
permi:t as. soon as possible. '
I , the undersigned, understand the plan check procedure and time
frame.
I �
� A r� '
g _e t• y,
,� ��N� �-- . .
Pro�ect Name �
�� � ��
Date ork Sheet was turned into t e
Community Develo�ment Department.
MEMORANDUM
TO: ALL CONTRACTORS
FROM: TOWN OF VAIL PUBLIC WORKS DEPARTMENT
DATE: MAY 9, 1994 .
RE: WHEN A "PUBLIC WAY PERMIT' IS REQUIRED
Job Name: / V v�� Z •
� Date: �t _ G • �f t'
Please answ r the following questionnaire regarding the need for a "Public Way Permit":
YES NO
1) Is this a new residence? • � �
2) Is demolition work being periormed
that requires the use of the right . �
of way, easements or public property? �
3) Is any �utility woric needed? X
4) Is ihe driveway being repaved? x
5) Is different access needed to site �
other than existing driveway? �
6) Is any drainage work being done �
afiecting the right of way, easements, .
or public property?
7) Is a "Revocable Right Of Way Permit" X
required? �
8) A. Is the right of way, easements or X
public property to be used for staging,
parking or fencing? .
B. li no to 8A, is a parking, staging �(
or fencing plan required by Community � _
Development? .
If you answered yes to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at
Community Development. If you have any questions please call Charlie Davis, the Town
� of Vail Construction Inspector, at 4 -2158,
. .....-�..—�
I have read and answered th v uesti
� ' � `�� .
Jo Name Contractor's Signature Date .
(R�P730 GMA j�1UNEL 1 t `�I ; .
�U� CNORI) 2x6 SPF 16�Uf 1 . 5f
�_; �OT GNURU 2x8 k�L SS
`� WEE3S 2x� F Softw<i �tud
� W1, t16, WS, �f13 2x6 SPf 1fi5Uf 1 .5t :
� �412, 'A10. 4112 2x4 SPF �l/�2: :WP 2xA f L SS:
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TRUSSES l0 Br SPACE� 16 .[l' (}.C. ?1AXIMUM
Tr1Ii USJr, PRfPnRfn FROM ��>NP�11ER INPLR (�OxDS & DiNE�SiOVS� S118N[ilEO BY iRUSS MFR
_ _ _ __ ---- -
_ ____ -----
� I'REDICT�D H(FR�IONIAL MOVEF1EIlT IS 0_72" DUE TO LIVE LOAD
A�JD 0 .73" Dtlf T�U [)f AD l_OAf) AT ONE SUPPORT .
�ptJhECTC�R PLATES t1UST BE DESCGC�EO & iNSIALL_EL) IN AC(:OItD�.hC�
:f[TH REQUIREMEtaTS 4F I _C.B .O. RESEARCtI RFFORT �29�19.
a RIGI� CEILSPJG QR CONTI>aUQUS �AT€RAE E3RACIYG AT 2n.fl0" O .C.
MUS i 9E PROPERLY AT I ACt;ED i0 TIIE El(li i 0�1 CfiOR[}-
F � ��
��
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� ��-�� �
�...,._ ����'�'°�'���
,n E' f �, °,�
��C�'����^r�.�_-�-
rRUSS UE`LECiIG�d r1�FTS L/709.Z0 LIVE ArJD L/534.81 Tc)TAL LOAD.
]r� �._IsU nF RIGID SHE.ATH�NG; ToP CHaRO 70 BE BRACED
B'f °R'JPERLY As TACkiEO PURLINS �24.00" OC.
VX1\/{�) 1.
_Y ,
I���
,
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. } ��� ' �; „ .
�������� . ���; ���� , ,
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R=189n 4t=5.5"
R==1636 w-5.5" ��6�
3 8 ll__ 3 3_3__,f�_3=3_3 _ � 3 3- 3 I 3 3-3 �E 3-8-11 _1
� 3 8 11 _��-3 3 3 - I 3 3-3 �' 3 3-3 �'1 3�3-3 '. 3-5-1� I
� -------10 3 0 ----
-� _ 10-3-0 ---�
� --------- ---ZO 6 0 0ver 7_ 5�pports �
Ez
2-6-0
�
PLj TYP_Alpine_TPI_95 - - ---- --- --_ .___ --__ Desigri �.riYcria: UE3C_.---- --�- -��{1 ���ft_L-�7
� I�'NR4Y.�.." /N�1 .E5 Dffll'11( �IfP'Y( ��r�- �v,r.naicirr�v NJ.4�l VL. S'1I ����. I�SI] II4l. 4 �� 1 �/w/ LL 9U.o I%SF I
nRxCl�3 ACfF.i f0 i[E 51 (�aNU�_UV� INSi7�_l Nii nn]BP f v,'. UPUr�EO Br TPi (i �>' E � � . �r- ,
IIMSI(.�J1F Shc �)'(11C'i;� Cz `.U[iC 7CJ. YA1[`.7M. H[ Si719J. f-17 5.1/:T1 vRtC I([S s'�" . f� ' {�
PEFICFYp.; 11`Sf �uNC11nH5 �VI.fS�; C-�HF�h7Sf� fY01:�r�) IOF [�.r•�0 Sr+Ail .l.bE r:f'[R.r . � *�?•O � �C UL Za.a PSF I
� s-:n.�uvai c3�E�s. eori��N :ucau s�u�_� ;u�: nvsur=�i. n.�.+ca�c ��,ir, criiws "• �' = f3C UI_ 10. 0 PSF
'1NPf.tiJlti('" ��IRM'S1-. d ff,f'f �)f 11�.15 O(5f(.1 71; l�lf� In��i.�i.I�1:Urt iYVTP�fi]� +I 'In� F.'I�;!nf.F7L7 � Q•
•DFOf,'1C15. [71( SHAII H01 f( pl�?f.'!5 �'_ ��P Tvl 0(YIAIIf! IP]Y 11[S C%il'iM. AV7 IAII-1Rf T� � .Q �i�12�b b� ` [
P:lll�) T�i. iAU`�IS Ih CJNfJRM.M:C /(lll IP1; .71 FtBNif.1-IMG {A�lO� II(;. SX!"flf'�:� 1�:1.1.I..vG R�J � f � $C LL O.O PSF ..
ea�cinr �r i��czez rhis o[tto�i :e+vccrs +in< acvi[ ae e c:n��sioN< nF ec> rv,+ �r,+v:t oezi�,v =�•:Apr 08 '9&:�Q ____ ___.
� `.VCCIf][hi[JM ,wIP�1SNE1 RY tryE ?I1tRIfjlN ff6E5/ lV0 1.5F-.9 ISFVCfA1IPV) lNf 761 .�lPl4E i� ``�`3 � T��i_L� _ 120.0 PSF '
CLhVt(Tlf i LRi /'40F Cf ]�)Gl a�iH 0.551�P�I) IAIJ 11Ff�l ExCf;f Ati i01'ifl. iJ{'I V !.OIiVF.Tf,0.5 10 ���ti����,\
[a:� �u� ;�r rr,ss. evi unicsti oir ?vr�-_incueo c•v r���, oF51GN, F)y,rtr,vc��a=r�ov, vsl y'tr�,y'1O10HAt�`�Va
� �PtMfY"ii lhf, ll I1� `�Al I:N i�lSC-.�+11v iH0`C!'�: Afi-.V(rYCFLf PP]/FSi"]M4 lNI�IMfCR��HG 9t�U�ltJNr DiJR.FAC . 1�.00
- � PI SPi:I I(Stl[.� `,�1�I� f�)� INf TRiliS CPNVCYfNI )F'.]LI Sil�irlH 11" �IIIIAdR.II' !Vl ,F f,f 1-11 i - _ " -' --' -'----�-'
Alp�neF.nR�neeredPraducts,I�c �,up•,vkl: !,? .�1I YANlitll�/,N Pllllf�lf.; li I111 uf`;{,Il1.IX1( IT� (71 IF� Plit)IW� L '�:r}. 1'1: �r
}ut6C�ry.htO6S645 av•,���� � ,�a� �,f<<���� � SPACiNG l�_�
�
Scale =.25" _F +
E�EF _R834- -6r
«�TE _ .o��o
U�Z�� M��3SR639 980�
�tQ-FNG fFK_
SEQ�i - 3}492
�`R0��1 R�P
� �
(RGPi�30-GMF�/NUNEZ - A1 14' Gable
1(1° CHORD 2x6 SPF 1650f-1.5E
BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCN REPORT #2949.
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
C��'€
1H15 DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI7TED BY TRU55 MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
I�°J
► � �
3X4(B1) =
l� 601
�--14-0-0 Over Continuous Support �
R=288 PLF W=14-0-0
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
"WARNING" TRUSSES REOUIRE E1(TREME CARE IN PABRICATION, HANDtING, SHIPPiNf, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN� BRACING), �(lALI5HE0 BY TPI (TRUSS PLATE
)NSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAGfTY 7RALTICES PRIOR TD�
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN�ICATED, TOP CHORp SHALL HAVE PROPERLY AiiAC11�D
STRUCIURAL. PANELS, BOTTOM CHORD SHALL HAVE A PRO�ER�Y Ai74CHED RIGI� LEILING.
"'IMPORTANT"' FURNISN A COPV OF THIS �ESIGN TO THE INSTALLATION CON�RACTOR. ALPINE ENGINEERED
PRODULTS, INC. SHALL N0T PE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY FAILURE i(1
� � 9UILD THE TRUSSES IN CONFORMANCE WI1H TP1; OA FABRILATIN., HANDLING. SHIPPING, INS7ALLING AND
PRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABIE PROVISIONS OF NDS (NATIDNAL DESIGN
SGECIFILATION PUBLISHED BY THE AMERICAN FOREST AND VAPER ASSOLIATION) ANO TPI. ALP]NE
LONNECTORS ARE MAOE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOlEO. APPLY CONNECTORS TO
EACH FACE OF TRUSS, ANU UNLESS OiHERNISE LOLATE� ON THIS �ESIGN, POSITION CONNECTORS PER
�RAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ALLE7TANCE OF PROfESS10NA� ENGINEERING
Alpine Engineered Products,��IC. RESPONSIBIIITY SOLELY FOR THE TRUSS LOMPONENT DESIGN SNOWN. THE SUITABiLITY AND USE OF THIS
Eaf�h City,MO 63045 C�MPONENT FOR ANY PAR7ICULAR BUILDING IS THE RESFONSIBILITV OF THE BUILOING DESIGNER, PER
ANSI/iPl 1-1995 SELTiON 2.
OUI
.o�•, Mar 27 '9$�Q
%��jP�' •.....•'��Q'`�
���i.ss/ONAL��G����
CO/-/3/-/E/R/-
zC�LL 90.0 PSF
�� 20.0 PSF
BC DL 10.0 PSF
BC LL 0. 0 PSF
TOT. LD. 120.0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
7-8-0
Scale =.25"/Ft.
REF RB39- -60856
DATE 03/27/98
�R w MOUSR839 980327001
MO-ENG CWC/FK
SEQN - 36940
FROM RGP
(RGPP30-GMA/NUNEZ - A2 14' Common
TOF CHORD 2x6 SPF 1650f-1.5E
60T CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud
:Lt Wedge 2x4 E Softwd Stud: :Rt Wedge 2x4 E Softwd Stud:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
4X5(R) ili
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
_.._ ��_, ...... ��-�
�-� �c 6 �I
��-O-V �TE �-�-��
� 7-0-0 _I_ 7 0-0 _I
14-0-0 Over 2 Supports
R=2016 W=5.5" R=2016 W=5.5"
PLT TYP. Al ine TPI-95 Desi n Criteria: UBC
'"WARNING`" TRUSSES REOUIRE E%TREME CARE IN FA[{RICATION, HAN�LING. SHIPPING, iNSTALLING AND
BRACING. REFER TO H16�91 (HANDLING INS7ALLING AND BRACING). 7UBL1SNE0 BY TGI (TRUSS 7lAiE
INSTITUTE, 583 D'ONOFRIO DR., SU1TE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAtE�, TOP CNORD SHALL HAVE 7ROPERLY ATTALHE�'
SiRULTURAL PANELS, BOTTOM LHOR� SHALL HAVE A 7ROPERLV ATTACHE� RIGID CEILING. •
"�"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO 7HE INSTALLATION CONTRACTOR. AL71NE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN� �EVIATION FROM THIS �ESIGN; ANY FAILURE TO
� � BUIID THE TRUSSES IN CONGORMANCE WITH TV1; OR FABRICATING, HANOLING, SHIPPING, INSTALLING AND
BRALING OF TRUSSES. iHIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N�S (NATtONAL DESIGN
SGECIFICATION 7UBlISHE� BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MAUE OF 20GA ASTM A653 GR40 GALV. SiEEL, E%CEPT AS NOTED. APPLY CONNECTORS i0
EALH FACE Of iRUSS, AN� UNLESS OTHERWISE IOCATED ON iHIS DESIGN, FOSfTION CONNEL70R5 PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
Alpine EnQineered Products,�00. RESVONSIBILITY SOLE�Y FOR iHE TRUSS LOMPONENI DESIGN SHOWN. THE SUITABILITY AND USE Of THIS
Ea(ilt City,MO 63045 COMPONENT FOR ANY 7ARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
ANSI/TPI 1-1995 SEC7ION 2.
`����P�,00 Rec�s�'.ti
\ � � i
'O�' '�OO�G<{:9��
�,���,_ � s�o
.i No��;o:
�•, Mar 27 '9$•�Q
�F�!'����������\��\
��i.SS/op�ti�G�1,�
CO/-/3/ /E/R/-
TC �LL ;'' 90. 0 PSF
�€���[�� 20.0 PSF
BC DL 10.0 PSF
BC LL 0. 0 PSF
TOT.LD. 120.0 PSF
DUR . FAC. 1 .00
SPACING 24.0"
7-8-0
Scale =.25"/Ft.
REF R839- -60869
DATE 03/27/98
�R W MOUSRB39 980327002
MO-ENG CWC/FK
SEQN - 36943
FROM RGP
r ,
(RGPj30-GM�/NUNEZ - A3 14' Special Girder)
T�P CHORD 2x6 SPF 1650f-1.5E
�OT CHORD 2x10 FL 1950f-1.7E
WEBS 2x4 SPF #1/#2 :W2, W4 2x4 E Softwd Stud:
:W3 2x4 SPF 1450f-1.3E:
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHIN6; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
SPECIAL LOADS
--- - - (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1 .00)
TC From 220 PLF at 0.00 to 220 PLF at 14.00
BC - From 1461 PLF at 0.00 to 1461 PLF at 1 ' ""
CONNECTOR PLATES MUST BE DESI6NED & INSTALLED
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT
A RIGID CEILING OR CONTINUOUS LATERAL BRACING
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
TH[S DWG PREPARED FROM COMPUTER [NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
3 Complete Trusses Required
NAILING SCHEDULE: (12d_box_nails)
TOP CHORD: 1 ROW @ 7" o.c.
BOT CHORD: 2 ROWS @ 4" o.c. (EACH ROW)
WEBS : 1 ROW @ 4" o.c.
REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING
BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING.
4X10(R) III
5X10(A1) =
5X10(Al) =
�3-1-5 3-10-11 3-10-11 —�--3-1-5—�
I _ 7-0-0 _ I _ 7-0-0 _ I
14-0-0 Over 2 Supports
R=11767 W=5.5"
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"'WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INS7ALLING AN�
BRACING. RFFEH TO HIB-91 (HANDLING INS7ALLINf, ANO BRACING). Pl1BLISNED BY iPI (TRl1S5 PLAiE
INSTITU7E, 583 �'ONOFRIO �R., SUITE 200. MA�ISON, HI 53719). FOR SAFEIV FRACTICES PRIOR T0�
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAiED, i0P LHORD SHA�L HAUE PROPERLY ATTACHED
STRUCTURAL PANELS, BOT70M CHORD SNALL NAVE A PRO�ERLY ATTACHED RIGID CEILING.
�"IMPORTANT�* FURNISH A COPY OF iHIS DESIGN i0 iHE INSTALLA�ION CONTRAC70R. ALPINE ENf,INEEREO
yPRODUCTS, INC. SHALL NOi BE RFSPONSiBLE FOR ANY DEYIATION FROM 7H�S �ESIGN; ANY FAIUIRE TO
� � BUILD THE TNUSSES IN CONFORMANCE WITH TPI; OR FABRILATINf, HANDLING, SHIPPING, (NSTALLING AND
BRACING OF TRUSSES. TNIS �ESIGN CONFORMS WITN AGGLICAPLE PRpVI510NS OF NDS (NATIONAL DESIGN
SPECIFICATION GUBLISHE� BY THE AMERICAN FOREST AN� PAPER ASSOCfAT10N1 AND TPI. At.PINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXC[PT AS NOiED. AGPLV LONNECTURS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN, POSI7ION LONNECTORS PER
DRANINGS 160 A-Z. iHE SEAL ON THIS ORAWING INDILATES ACCEPTANLE OF PROFESSIONAI ENGINEERINf,
Alpine Engineered Products,�flC. RESPONSIBILITY $OLELY fOR THE TRUSS COMPONENi DESIGN SHOWN. THE SUIiABILITY AN� USE OF THIS
Earth City,MO 63045 COM70NENT F�R ANY PARTILU�AR BUILDING IS THE RESCONSIBILITV OF THE BUILDINf, DESIGNER, PER
ANSI/TPI 1�1995 SELTION 2.
�"p'ilUG ��;c'9F
:qP2 �95�
;p No.26585 O.
•Z O;
�•,�Mar 27 '9$•�Q
i�� � •�������•\��\�
���i..�s S�0 N A L EN�:����
R=11767 W=5.5"
CO - 3;y-/E/R/-
..:-� T.�v�L�`�''� 90.0 PSF
,
TC DL 20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 120.0 PSF
DUR.FAC . 1 .00
SPACING 24.0"
7-8-0
Scale =.375"/Ft.
REF RB39- -60872
DATE 03/27/98
�R W MOUSRB39 980327003
MO-ENG CWC/FK
SEQN 36946
FROM RGP
r l
(RG�730-GMA/NUNEZ - B1 6' Gable
TOP CHORD 2x6 SPF 1650f-1 .5E
'dOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
L�l.�
2X4(A1) =
�1 6 0� �1 6 0�
� 3-0-0 _I_ 3-0 0 _1
�6 0 0 Over Continuous Support �
R=352 PLF W=6-0 0
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 IIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
*"WARNING"'" iRUSSES REOUIRE E%1REME CARE IN FAHRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRALING), PUBLISNED BY T71 (iRUSS P�A7E
INSTINTE, 583 0'ONOFRIO OR.. SUI1E 200, MADISON, WI 53719), FOR SAFET� PRALTIC[S PRION
FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHOR� SHALI HAVE PROPERL� ATtA E�I
SiRULTURAL PANEIS. BOTTOM CHORD SHALL HAVE A VROPERLY AilACHED RIGID CEILING.
**IMPORTANT" fURNlSH A LOPY OF 7HIS DESfGN TO TNE INSTALLATION CONTRALTOR. ALFINE ENGIN[ERED
PR�DUCTS, INL SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS �ESIGN; ANY FAILURE TO
� � BUILD THE TRUSSES IN CONFORMANCE WITN TPI; OR FABRICATING, HAN�LING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WI7H APPLfCAHLF PROVISIONS OF N�5 (NAiIONA� DESIGN
SPECIFICATION PUBLISHED BY THE AMERILAN FOREST AND PAPER ASSOCIAiION) AND TPi. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTEO. APPLY CONNECIORS TO
EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECIORS PER
�RAWINGS 160 A-Z. THE SEAL ON THIS ORAWING INDICA7ES ACCEPTANLE Of FROFESSIONAL ENGINEERlNG
Alpine Engineered Products,�11C. RESPONSIBILITV SOLELV FOR 7HE iqUSS COMVONENt DESIGN SHOWN. THE SUITA8ILITY AND 115E Of THIS
Ee(ih Ciry,MO 63045 COMPONENT FDR ANV PART)CULAR BUILDING IS THE RESPONSIBIIITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1�1995 SECTION 2.
a,
�'p0 y�{
•¢ � � O• _
:o 0.2 0.
2 0; �
�.o., Mar 27 '9�•Q;
�������'•.....••'�������`
''''��/II/AlllN{��`,``
TC DL
BC DL
BC LL
TOT. LD.
DUR .FAC
SPACING
'-/E/R/-
90.0 PSF
20.0 PSF
10. 0 PSF
0.0 PSF
120.0 PSF
1 .00
24.0"
3-8-0
Scale =.375"/Ft.
REF RB39- 60873
DATE 03/27/98
�R�f MOUSRB39 980327004
MO-ENG CWC/FK
SEQN - 36949
FROM RGP
(RGP330-GM�/NUNEZ - 62 6' Common Girder
TOP CHORD 2x6 SPF 1650f-1.5E
�OT CHORD 2x8 FL SS
WEBS 2x4 SPF #1/#2
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
SPECIAL LOADS
- - - -- (LUMBER DUR.FAC.=1 .00 / PLATE DUR.FAC.=1.00)
TC - From 220 PLF at 0.00 to 220 P�F at 6.00
BC - From 1461 PLF at 0.00 to 1461 PLF at 6.00
4X8(R) III
4X6(A1) =
4X6(A1) =
�3-0-��--3-0-0—�
I_ 3-0-0 _I_ 3-0-0 _I
�6-0-0 Over 2 Supports —�
R=5043 W=5.5" R=5043 W=5.5"
THIS DWG PREPARED FROM COMPUTFR INPUT (LOADS & DIMENSIONS) SUBMITTED BY iRUSS MFR.
Z Complete Trusses Required �
NAILING SCHEDULE: (12d_box_nails)
TOP CHORD: 1 ROW @ 9" o.c.
BOT CHORD: 2 ROWS @ 4" o.c. (EACH ROW)
WEBS : 1 ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
"WARNING" TRUSSES REOUIRE E%TREMF CARE IN FABRICATION, HAND�ING, SHIPPING. INSTALLING AND
BRACING. REFER i0 NIB�91 (HANDLING INSTALUNG ANO BRACINGj, PUBLISHE� BY 7P1 (TRU55 PLA7E
INS711U7E, 583 D'ONOFRIO DR., SUlTE 200, MADISON, WI 53719), fOR SAFETY PRACTICES PR10(j�TP`
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAVE PROPERLV A��4j�D
STRUCTURAI PANELS. BOTTOM CHORD SHALL HAVE A PROPf.RLY ATTACHEO RIGID CEILING. ��
"�"IMPORTANT^' FURN[SH A LOPY OF 7H15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E IN RED
PRODUCTS, [NC. SNALL NOT BE RESPONSIBLE FOR ANY DEVIA7ION FROM iH�S DESIGN; ANV FAIIURE TO
� � BU(LD THE TRUSSES IN CONFORMANCE HITH 7PI; OR iAPRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICA7ION �UBLISHED BY THE AMEft1CAN FOREST AND PAPER ASSOCIA7lON) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRdO GALV. S7EEL, E%CEPT AS NOTE�. A7PLY CONNECTORS TO
EACH FACE OF TRUSS, AN� UNLESS O7HERWISE LOCATEO ON TH15 DESIGN, POSITION CONNECTORS FER
�RAWINGS 160 A�Z. THE SEAL ON THIS �RAWING IN�ICATES ACCEV7ANCE OF VROFESSIONAL ENGINEERING
Alpine Engineered Products,IT10. RESCONSIBILITY SOLELY FOR THE TRUSS COMGONENT DESIGN SHOWN. THE SUITABILIIY ANO USE OF THIS
Eerih Ciry,MO 63045 COMPONENT FOR ANY PARTICULAR BUI�DING IS THE RESPONSIBILITY OP THE BUILDING �ESIGNER, FER
ANSI/TPI 1-1995 SECTION 2.
���'Ohr,..ic:;�/� ii
�40�.���Qil G(��.'�,tl.
.a�No. 85 0'
� O;
�o9•,�Mar 27 '9$•�T
����F����������G��;�
�G/SS��NALF'��\�,\
CO - 3 -/E/R/-
TC L 90.0 PSF
L 20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120. 0 PSF
DUR .FAC. 1 . 00
SPACING 24.0"
3-8-0
Scale =.375"/Ft.
REF R639- -60874
DATE 03/27/98
�R W MOUSR839 980327005
MO-ENG CWC/FK
SEQN - 36952
FROM RGP
, �
(RGP7�30-GMq/NUNEZ - C1 24' Cathedral)
TOP CHORD 2x6 SPF 1650f-1.5E
BOT CHORD 2x4 SPF 2100f-1.8E :82 2x4 SPF 1450f 1.3E:
WEBS 2x4 E Softwd Stud :W1 2x6 SPF 1650f 1.5E:
:W2, W3. W4, W5, W6, M9, Mil 2x4 SPF #1/#2:
:Lt Wedge 2x4 E Softwd Stud: :Rt Wedge 2x8 FL SS:
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. 4X5 (R) III
SHIM ALL SUPPORTS TO SOLID BEARING.
12-8-0
0-8-1
THIS DWG PREPARED FROM COMPUTER INPUT (I.OADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
(A) 1X4 "L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CNORD.
ALL PLATES ARE 1 .5X3 EXCEPT AS NOTED.
ror.�a�a�
3X4(A3) =
4X10(62) =
1 6 OE ]-10-1�--�
�E2-OQ ,� 4-9-10 � 5-8-6 _IE 5-1-6 �I_E 5 4.____10___�
4 10 10 T 5-10-2 5-1-6 T� 5 4 10 �1
IE s o o_�, 10-6 0 _I_ 10 6-0
7-7-14 16-4-2
� 24-0-0 Over 3 Supports —�
R=1088 W=5.5" R=3120 W=5.5" R=1888 W=5.5"
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
"WARNING" TRUSSES REOUIRE E%TREME CARE IN iABRICATION. HANDLING, SHIPPING, INSIALLING ANO
BRACING. REFER TO HIB-91 (HANDLING INSiALLING AND BRACING), FUBLISHED BY iPI (TRUSS PLATE
INSTITIJTE. 583 �'ONOFRIO OR., SUITE 200, MA�ISON, WI 53719), FOR SAFEiY PRAC7ICES PR(OR JJJ
PERFORMING THESE fUNCiIONS. UNLESS OiHERWISE INDICATED, TOP CHORD SHpLL HAVE PROPERLY ATIAC,N��
SIRUCTURAL PANELS, BOTTOM LHORD SHA�L HAVE A PROPERLY ATiACHED RIGID CEILING. � .
'(MPORTANT"" FURNISH A LOPY OF THIS DESIGN TO THE INSTAlLA7I0N CONTRACTOR. AL�INE fNGINEERE�
4FROOUC75, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION PROM THIS DESIGN; ANY FAILURE t0
� � BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIP�ING, INSTALLING AN�
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPIICABLE PROVISIONS OF N�5 (NATIONAL DESIGN
SPECIFICATION PUBLISHE� BY THF AMENILAN FOREST AND PAPER ASSOCIA7fON) ANO TP1. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EMCEPT AS NO7ED. APFLV LONNECT�RS TO
EACH FACE OF TRUSS, AND UNLE55 OTHERWISE LOCATED ON THIS DESIGN, POSITION LONNECTORS PER
ORAWINGS 160 A-2. iHE SEAL ON THIS ORAWINf IN�ICATES ALLEGTANCE OF PROFESSIONAI ENGINEERING
Alpine En ineered Products,�OC. RESPONSIBILITY SOLELY FOR THE TRUSS COMVONEN7 DESIGN SHOWN. THE SUITABIIITY AND USE OF THIS
Eeit�Clty,MO 63045 COMPONEN7 FOR ANV DARTICUTAR BUIIDING IS THE RESPONSIBI�ITY OF THE BUILDING DESIGNER, GER
ANSI/TPI I-1995 SECTION 2.
```��o�*p0 REG�SrR�'�.
�� v,.•�QU 'fl '�
�A ¢:�
�.�o.ao ��i;y�.�F
'�.,... ,.r �: -
— :O �2� O: �
,Z % O; �
� •o., Mar 27 '9$•T`�
����9�'0�'' •....••'G���,`�,
'''����I MIII�M``���
L
BC DL
BC LL
TOT.LD.
DUR.FAC.
SPACING
' /E/R/-
90.0 PSF
20.0 PSF
10.0 PSF
0. 0 PSF
120. 0 PSF
1 .��
24.0"
Scale =. 1875"/Ft.
REF RB39- -60875
DATE 03/27/98
�R W MOUSRB39 980327006
MO-ENG CWC/FK
SEQN 36956
FROM RGP
(RGP�30-GMR/NUNEZ - C2 24' Cathedral)
TOP CHORD 2x6 SPF 1650f 1.5E
gOT CHORD 2x4 SPF 2100f-1.8E :62 2x4 SPF 1450f-1 .3E:
WEBS 2x4 SPF #1/#2 :W1 2x6 SPF 1650f-1.5E:
:W2, W7 2x4 E Softwd Stud:
:Lt Wedge 2x4 E Softwd Stud: :Rt Wedge 2x8 FL SS:
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CNORD CHECKED FOR 10 PSF LIVE LOAD.
12-8-0
0-8-1
4X8(R) Iil
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEfLECTION MEETS L/643.77 LIVE AND L/431 .44 TOTAL LOAD.
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (Z) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
8X14(F5) =
i 6 0 1.5X311I
�y
�E2-04(L,� 4-9-10 � 5-8-6 �1E 5-1-6 �E 5-4-1�
T 4-10-10 5-10-2 T 5-1 6 5-4-10
� _3 0 o_ i _ 10-6-0 _ I _ 10-6-0 _I
) °
� 7-7-14 � 16 4-2 �
� 24-0-0 Over 2 Supports ��
R=3215 W=5.5" R=2881 W=5.5"
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
"WARNING" TRUSSES REOUIRE E%TPEME CARE IN FABRILA710N, HANDLING. SNIP7ING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN� BRALING), 7UBLISHED B� TPI (1R115S PIATE
INSTITUTE, 583 D'ONOfR10 DR.. SUITE 2�0. MADISON, WI 53719), FOR SAFETY PRACTICES PHIOR TO
PERFORMING TNESE FUNLTIONS. UNLESS OTHERWISE INpILATED, TOP CHORD SHALL HAVE PROPERL� ATTq[M6'�
STRUCTURAL PANELS, BO770M CHOR� SHALL HAVE A PROGERLV ATTACHE� RIGID CEIU NG. �
*'IMPORTANi`" FURNISH A COPV OF TH15 DESIGN TO THE INS�ALLA710N CONTRACTOR. ALPINE E�N�Ek�t
PRO�UCTS, INC. SHALL NOi BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILIIRf. TO
� � BUILD TNE TRUSSES IN CONFORMANCE WfTH 1P1; OR FABRICATING, HANOLING, SHIG7ING. INSTALLING AND
BRALING OF TRUSSES. THIS DESIGN CONFORMS WITH AGPLICAB�E PROVISIONS OF N�S (NAiIONAL DESIGN
SVECIFICATION 7UBLISHED BY THE AMERILAN F(1RESi AND PAPER ASSOCIATION) AND TP1. ALPINE
CONNECiORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOtED. APPIV CC?NNECTORS TO
EACH FACE Of TRUSS, AND UNLESS O7HERWISE LOCATED ON THIS DESI6N, POSI�ION CONNECTORS PEA
DRANINGS 160 A-Z. THE SEAL ON iHIS DRAHING INDICATES ACCEPIANCE OF FROFESSIONAL ENGINEERING
Alpine Engineered Products,�(IC. RESPONSIBILITY SOLELY FOR 7HE TRUSS COMPONENT DESIGN SHOWN. THE SUIiABIL1TY AND USE OF 7HI5
Eatth City,MO 63045 COMVONENT FOR ANY PARTICULAR BUILDING IS iHE RESPONSIBIIITY OF THE BUILOING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
``���P',p0 REG/Sl��i��
�C�p��2 pU�G�qS'flF0
�:�P '�r�����`�'��f
�p/No 265�5 0:
.� O;
:�r Ma� '9�•�Q
''��oi.�.sS�ONALE�G���
CO/-/3/-/E/R/-
TC lnL 90.0 PSF
�r�L 20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
Scale =. 1875"/Ft.
REF RB39- -60876
DATE 03/27/98
�R W MOUSRB39 980327007
MO ENG CWC/FK
SEQN 36962
FROM RGP
(RGP.730-GMA/NUNEZ - C3 9' Gable
TOP CHORD 2x6 SPF 1650f-1.5E
�OT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W1, M6 2x4 SPF #1/#2:
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
2X4(A1'
8-10-4 0 1 12
�9 0 0 Over Continuous Support �
R=240 PLF W=9-0-0
9 8-0
THIS DWG PREPARED fROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
(A) 1X4 "L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"WARNING" TRUSSES REOUIRE fXTREME LARE IN FAPRICA7ION, HANDLING, SHI�PING. INSiALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND ftRACING), CUBLISHED BY 7P1 (TRUSS PLA1E/�
INSTITU7E, 583 D'ONOFR[0 DR., SUITE 200, MAOISON. WI 53719). FOR SAFETY PRALT RES PRIDR iP��
PERfORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOG CHORD SHALL HAVE PROPERLY ATTA�D��
STRUCTl7RAL DANELS, BOTTOM LHORD SHALL HAYE A PROPER�Y AT7ACNED RIGIO CEILING.
*'iMPORTANT" FURNISH A COPV OF THIS DESIGN i0 THE INSTALlAT10N CONTRALtOR. ALPINE ENGINEERE�
PRODUCTS, INC. SHALL N07 BE RES70NSIBLE FOR ANY �EVIATION fROM 7HIS �ESIGN; ANV FAILURF TO
� � BULL� THE TRUSSES IN CONFORMANLE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INStALUNG ANU
BRACING OF iRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIDNS OF NDS (NATIONAI DESIGN
SPECIFICATION PUBLISHED BY TNE AMERICAN FOREST AND PAPER ASSOLIATION) AND 7P1. ALPINE
CONNECiORS ARE MA�E OF 20GA ASTH A653 GR40 GALV. STEEL, E7(CEPT AS NOTED. AFPLY CONNECTORS TO
EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAN[NGS 160 A-Z. THE SEAL ON THIS ORANING INDICATES ALCEPTANCE OF PROFESSIONAL ENGINEERING
Alpine En ineered Products,I17C. RESPONSIBILIT� SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABIIITY AN� USE OF THIS
Eert�City,MO 6i0AS COMPONENT FOR ANV PARTICULAR BUIIDING fS THE RESPONSIBILITY OF iHE BUIL�ING OESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
�
.O 1�0.2Wtl6 O:
•Z O;
-o�•,Mar 27 '9�•�
%�9�'o F''••....••'G���``
��I/s s��i'��L���\�`�
CO - - E R -
-�T L 90.0 PSF
T� DL 20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
OUR.FAC. 1 .00
SPACING 24.0"
9-5-0
Scale =.25"/Ft.
REF RB39- -60877
DATE 03/27/98
�R�f MOUSRB39 980327008
MO-ENG CWC/FK
SEQN - 36965
FROM RGP
, (RGP.730-GMP,/NUNEZ - D1 15'5"8 Stepdown Hip Girder
TOP CHORD 2x6 SPF 1650f-1 .5E
�BOT CHORD 2x8 FL SS
WEBS Zx4 E Softwd Stud :W4 2x4 SPF #1/#2:
CONNECTOR PLATES MUST BE DESIGNED � INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
SPECIAL LOADS
- --- - (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00)
TC - From 220 PLF at 0.00 to 220 PLF at 17.28
BC - from 20 PLF at 0.00 to 20 PLF at 15.46
BC - from 4 PLF at 15.46 to 4 PLF at 17.28
TC - 945 LB Conc. Load at 4.06
TC - 302 LB Conc. Load at 6.06
TC - 302 LB Conc. Load at 7.40
TC - 302 LB Conc. Load at 9.40
TC - 720 LB Conc. Load at 11.40
BC - 109 LB Conc. Load at 4.06
BC - 33 l6 Conc. Load at 6.06
BC - 33 LB Conc. Load at 7.40
BC 33 LB Conc. Load at 9.40
BC - 83 LB Conc. Load at 11.40
5X1C
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/737.82 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
6X10= 3X8111 6X10=
�1 6 0�1
�-4 0-0 ��E 3 8 12 =�E 3 8 12 � 4-0-0�
� 4-0-0 I 7 5 8 I 4-0-0 �
�E 15-5-8 Over 2 Supports =i
R=3328 W=5.5" R=3617 W=5. 5"
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
"WARNING*" TRUSSES REOUIRE E%7REME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDU NG INSiALLING AND BRACING). FUBU SHED BV TPI (7RUSS PLATE
INSTITl1TE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRALTILES PRIOR -i0`
PERFORMING THESE FUNC7IONS. UNLESS OTHERWISE INDICATED. TOP CHORO SHALL HAVE PROPERLY A1TA�2 W
STRUCTURAL PANELS, BOTTOM CHOR� SHALL HAVF A PROPER�V ATTACHED RIGID CEfLING. /�(;
`IMPORTANT"" FURNISH A COPV OF iHIS �ESIGN TO THE INSTALlATION CONTRACTOP. ALPINE EN61N REC
*VRODUCIS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIA710N fROM THIS �ESIGN; ANY FAIWRE 70
� � BUILD THE TRUSSES IN CONfORMANCE W[TH TP1; OR FABRICATING, NANDLING, SHIPPING, INSTALLING AND
BRACING OF iRUSSES. THIS DESIGN CONFORMS NI7H APPLICABLE PROVISIUNS OF NDS (NATIONAL �ESIGN
SPECIi1CAT10N PUBLISHED BY THE AMERICAN t"OREST AND PAPER ASSOCIATION) ANO TP1. ALF(NE
CONNECTORS ARE NADE OF 20GA ASTM A653 GR40 GALV. STEEL. ERCEP7 AS NO1E0. APVLY CONNECTORS TD
EACH FALE OF TRUSS, AND UNLESS O7HERWISE IOCATED ON 7HIS DESIGN, 7051TION LONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON 7H15 DRAWING INOILATES ACCEPTANCE OF PROfE5S10NAL ENGINEERING
Alpine En$ineered Products,�OC. RESPONSIBILI7Y SOLEI� FOR THE iRUSS COMVONENT DESIGN SH�WN. 7HE SUITABILITY AND USE OF THIS
Eeftll Clty,MO 63045 COMPONENT FOR ANY PARTICUUR BUILDING IS 7HE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
```���+P*QO REG�SI���':
o O�NaZ'�';9F •
4.P� �' . ys+ �0
//A"".:.�•:i
�p O.2 O:
� O;
�•,�Mar�9£�•�Q
iO'c�P�'����• �•\����
���i SS�ONAL��;�����
CO/-/3/-/E/R/-
' T� 90.0 PSF
L 20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC . 1 .00
SPACING 24.0"
�:
Scale =.375"/Ft.
REF RB39- -60878
DATE 03/27/98
�RW MOUSR[339 980327009
MO ENG CWC/FK
SEQN - 36983
FROM RGP
(RGP730-GMA/NUNEZ - D2 15'5"8 Stepdown Ni
TOP CHORD 2x6 SPF 1650f 1.5E
BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud
:Lt Wedge 2x4 E Softwd Stud: :Rt Wedge 2x4 E Softwd Stud:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
6X6(
4X8= 4X8°
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/382.83 LIVE AND L/257.64 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
�---6-0-0 —�E 3-5-8
� _ 6-0-0 _ I _ 3-5-8
R=1827 W=5.5"
15-5-8 Over 2 Supports
6-0
;-n-
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"*WARNIN6" TRUSSES REOUIRE E%TREME CARE IN FAPRICATION, HANDLING. SHIPPINf,, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDU NG INSTAILING AND BRACING), P\1BLISHED BV T71 (TRUSS PLATE/
INSTITUTE, 5B3 D'ONOFRIO DR., SU17E 200. MADi50N, WI 53719). FOR SAFETY PRACTICES VRIO TD
PERGORMING THESE FUNCTIONS. UNLESS OiHERNISE INDICATED. TOP CHORD SHALL HAVE �ROFERLY AT�D.
STRUC�URAL PANELS, BOT10M CHORD SNALL HAVE A PROGERLY ATTALHEO RIGID LEILING. � j/ t�.�
�IMPORTANT" FURNISH A COPY OF THIS �ESIGN TO THE INSTALLA7ION LONTRACTOR. ALPINE ENGINEERED
*PRO�UCTS, INL. SHALL N07 BE RESCONSIRLE FOR ANY DEYlATION FROM 7H15 DESIGN; ANY FAILUHE TO
� � BUILD iHE TRUSSES IN LONFORMANCE WIiH TFI; OR FABRICA7ING, HANOL[NG, SHIPPING, INSTALLING AND
BRALING Of TRUSSES. THIS DESIGN CONFORMS N1TH AFPLICABLE PROVIS[ONS OF NDS (NATIDNAL DESIGN
SPELIFICATION PUBU SHED BY THE AMERICAN i0RE5T AND PAPER ASSOU AT10N) AN� 171. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEVI AS NOiEO. APPLV CONNEC70RS i0
EACH FACE Of TRUSS, AND UNLESS OiHERWISE LOCATED ON THIS OESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS �RAWING INDICAiES ACCEPTANCE OF FROFESSIONAL ENGINEERING
Alpine Engineered Products,I11C. RF.SPONSIBILITY SOLEIY FOR THE iRUSS COMPONENT �ESIGN SNOWN. THE SUITABILITV AND USE OF THtS
Earth Ciry,MO 63045 COMPONENI fOR ANV GARTICULAR BUIL�ING IS THE RESGONSIBILI7Y OF THE Bl/R�ING �ESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
�i 6 0�
R=2255 W=5.5"
u�}J) CO - 3 - E R -
``���oPppOREG�sl�i,�� TC 90.0 PSF
>. F �
4�� '•���t • " .
.,P���-�:''�'�o•: �v' L 2 0 0 P S F
;�� £' BC DL 10.0 PSF
No�� o: �
z °'� ` BC LL 0.0 PSF
�•,�Mar 27 '98;�T``�
%.���ESS�ON�`�NG;`��� TOT. LD. 120.0 PSF
'����u,rum���� DUR.FAC. 1 .00
SPACING 24.0"
6-8-0
Scale =.375" Ft.
REF R839- -60879
DATE 03/27/98
�R W MOUSR839 980327010
MO-ENG CWC/FK
SEQN - 36986
FROM RGP
� (RGP730-GMA/NUNEZ - D3 15'5"8 Stepdown Hi
TOP CHORD 2x6 SPF 1650f-1.5E
�OT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W2 2x4 SPF #1/#2:
:Lt Wedge 2x6 SPF 1650f-1 .5E: :Rt Wedge 2x6 SPF 1650f-1.5E:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
5X8(
0-7-0
3X6(R) III
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/484.35 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
�...��
L� 6 o_I
�E 4-0-0 _I_ 3-8-12 �1E 3-8-12 _I_ 4-0-0 ��
7-8-12 � � a iz
I _ 7-8-12 _ I _ 7-8-12 _ I
R=1827 W=5.5"
15-5-8 Over 2 Supports
R=2255 W=5.5"
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"`WARNING" TRUSSES REOUIRE EI(TREME CARE IN FABRICATION, NANDLING, SHIGPING, INSTAL�ING AND
BRACING. REFER TO HIB-91 (HANOLING INS7AllING AND BRALING), PUBLf5HE0 BY TPI (TRUSS FLATE
INSTITUTE, 583 �'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAfEiV PRAC7ICES PRIOR TO
GERFORMtNG THESE FUNCTIONS. UNLESS O7HERWISE 1NDICATE�, TOP LHORD SHALL HAVE PROPERLY ATTt�CH�lf
STRULTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROFERLY ATiACHED RIGI� CEILING. i,�y/
"IMPORTANT'" FURNISN A LOPV OF THIS �ESIGN TO TNE INSTALlAT10N CONtRACTOR. ALPiNE EtJRI'K E'RE
PRODURS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVtATION FROM THIS DESIGN; ANV PdILI1RE ��
� � BUIL� THE TRUSSES IN LONFORMANCE NITH TPI; OR FABRICAIING. HANDLING. SNIPPING. iNS7ALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVi510NS OF NDS (NATIONAL IIESIf,N
SPECIFICATION PUBLISHE� BY THE AMERICAN FOREST AND PAPER ASSOCIATIDN) AND TPt. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E1(CEP7 AS NOTED. APPLY CONNECTORS TD
EALH FACE Oi TRUSS, ANO UNLESS OIHERWISE LOLATED ON THIS DESIGN, POSITION CONNECIORS PER
�RAWINGS 160 A-L iHE SEAL ON THIS DRAWING INDICATf.S ACCEP7ANCE Of" PROFESSIONAL EN6INEERING
Alpine Engineered Products,�I1C. RESPONSIBILITY SOLELV FOR THE 7PUSS LOMPONENT DESIGN SHOWN. THE SUITABILITV AND USE OF THIS
Eetih City,MO 63045 COMPONENT FOR ANY PARTICI1lAR BUILDING IS THE RESVONSIBILITY OF THE BIIILDING DESIGNER, PER
ANSI/TOI 1-1995 SECTION 2.
````�OPPpp REG�ST���'t
��, '�pUG� •.'P�,.
�.��,� !:�; 9s�.o
�.q %:�.:.i. -��:.tl�
p o.26585 0:
o�Ma�7 '���Q
�i�lr •�����' •\���
���i SS�ONAI��,�\���
CO/-/3/-/E/R/
TC LL 90.0 PSF
TC�L 20.0 PSF
���DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC . 1 .00
SPACING 24 .0"
8-1-4
Scale =.25"/Ft.
REF RB39 -60880
DATE 03/27/98
�R W MOUSRB39 980327011
MO-ENG CWC/FK
SEQN - 36989
FROM RGP
{ 1
(RGP730 GMA/NUNEZ - D4 15'5"8 Stepdown Hi
TOP CHORD 2x6 SPF 1650f-1.5E
BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud
:Lt Wedge 2x4 E Softwd Stud: :Rt Wedge 2x4 E Softwd Stud:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
4X8° 4X8=
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/501 .74 LIVE AND L/340.27 TOTAL LOAD.
IN LIEU OF RIGID SHEATNING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEIIING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
�i 6 0�1
6-0
� �-n-
R=2227 W=5.5"
�16031
3-5-8 �}E 6-0-0
3-5-8 _ I _ 6-0-0 _I
15-5 8 Over 2 Supports
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
'"WARNING" TRUSSES REOUIRE E%7REME CARE IN F"ABRILATION, HANDLING. SHIPPING. INSTALIING AND
BRACING. REFER i0 HI8�91 (HAN�LING INSiALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, Wf 57719�, FOR SAFETY PRACTICES PRIOR !0
FERFORMING TNESE fl1NCTI0N5. 11NLESS OTHERWISE INDICA7ED. i0P CHORO SHALL HAVE 7ROPERLY ATTACHFD
STRUCTURAL PANELS, BOi70M CHORD SHALL HAUE A 7ROPERLV ATTALHED RIGID CEILING. /7/�
'iMPORTANT'"� FURNISH A LOPY OF THIS DESIGN TO THE INS�ALLATI(1N CONTRACTOR. ALPINE�D(G�NF�fiR,f�
PROOUCTS. INL. SHALI NOT BE RESO0N518LE FOR ANY DEYIA7ION FROM THI; DESIGN; ANY IL RE TO
� � B111L� THE TRl1SSES IN CONfORMANCE WITH TP1; OR FA9RICATING, NAN�LING, SHIG7ING, INSTALLING AND
BRACING OF 7RUSSES. THIS OESIGN CONFORMS WITH APPLICABLE 7ROVISIONS OF NDS (NATIONAL �ESIGN
SCECIFICAiION PUBLISHED AY THE AMERICAN FORESi AND VAPER ASSOCIATION) AND iPl. ALPINE
CONNEC70RS ARE MADE OF 20GA AS7M A653 GRdO GALV. STEEL, EXCEPT AS NOTE�. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AN� UNLESS OTHERMISE LOLATE� ON iHIS OESIGN, POSITION CUNNECTORS PER
DRAWINGS 160 A�Z. THE SEAL ON THIS DRANING INDICATES AUECTANCE OF PROFESSIONAL ENGINEERING
Alpine Engineered Products,�OC. RESPONSIBILITY SOIELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
EBrth Ciry,MO 63045 COMPONENT fOR ANY PARiICULAR BU R�ING [S THE RESFONSIBILITY OF THE Bl11lDING DESIGNER, PER
ANSI/iPl 1�1995 SECTION 2.
R=2227 W=5.5"
```��oPPpO REG/SrF:.
'o�' 'oQ�-r'[�':9R
���Pa/ /; qs�Q
a �p ,
'NO.2b�85 p.
,�y O;
�f9•,�M��7 98,•�
%°�' ••.....•''.�``
����i SS�ONAL��G\��,
CO/-/3/-/E/R/
TC LL 90.0 PSF
�T �DL 20.0 PSF
DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
6-8-0
Scale =.375"/Ft.
REF R639- -60881
DATE 03/27/98
�R W MOUSR839 980327012
MO-ENG CWC/FK
SEQN - 36992
FROM RGP
RGP%30-GMA/NUNEZ - D5 15'5"8 Stepdown Hip Girder
TOP CHORD 2x6 SPF 1650f-1.5E
B�T CHORD 2x8 FL SS
WEBS 2x4 E Softwd Stud :W4 2x4 SPF #1/#2:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
SPECIAL LOADS
- - - - -- (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00)
TC - from 220 PLF at -1.82 to 220 PLF at 17.28
BC - From 4 PLF at -1.82 to 4 PLF at 0.00
BC - From 20 PLF at 0.00 to 20 PLF at 15.46
BC - from 4 PLF at 15.46 to 4 PLF at 17.28
TC - 945 LB Conc. Load at 4.06
TC - 302 LB Conc. Load at 6.06
TC 302 LB Conc. Load at 7.40
TC - 302 LB Conc. Load at 9.40
TC - 720 LB Conc. Load at 11.40
BC - 109 LB Conc. Load at 4.06
BC - 33 LB Conc. Load at 6.06
BC - 33 LB Conc. Load at 7.40
BC - 33 LB Conc. Load at 9.40
BC - 83 LB Conc. Load at 11.40
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/743.92 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS IATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
6X10= 3X8 iil 6X10°
�i 6 0�1
�4-0-0
� _ 4-0-0
=3728 W=5.5"
�i 6 0�1
3-8-12 -�--3 8-12-�� -4 0-0�
7 5-8 _ I_ 4-0-0 _I
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"WARNING'* TRUSSES REOUIRE EXTREME CARE IN iABRICATION, HANDLING, SHIPGING, iNSTA�LING AN[
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED B� TGI (TRUSS CLATE
INSTITUTE, 583 �'ONOFRIO DR., SUITE 200, MAOISON, WI 53719j, FOR SAFETY PRACTICES PRIOR i0
PERFORMING THESE FUNC710NS. UNLESS OTHERWISE IN�ICATEO. TOP LHORD SHALL HAVE VROPERLY ATTA4NE�
STRUCTURAL PANELS. BO7TOM LHORD SHALI HA4E A PROPERIV ATTACHE� RIGID CEILING.
'IMPORTANT'" fURNISH A COPY OF TH15 DESIf,N TO THE INS7ALLATION CONtRACTOR. ALPINE EN NE �
�PRO�I)CTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIA7I�N FROM TMIS DESIGN; ANV FAILIIRE TO
� � BUILD THE TRUSSES IN CONFORMANCE N RH TPI: OP FABRICATiNG, HANDLING, SHIPPING, INSTALLINf, AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS 4lITH APPLICABLf FROVISIONS OF NDS (NATIONAL DESIGN
SPEUFILATION PUBLISHE� BY 7HE AMERICAN FORES7 ANO PAFER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASiM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS i0
EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOLATED ON THIS DESIGN. POSITION CONNECTORS VER
ORAWINGS 160 A-2. THE SEAL ON THIS �RAWING INOICATES ACCEPTANCE OF PROFESSIDNAL ENGINEERING
Alpine Engineered Products,�I1C. RES�ONSIBILITY SOLELY FOR THE TRUSS COMPONEN7 DESIGN SHOWN. THE SUITABILITY AN� USE OF THIS
Ealtb City,MO 63045 COMFONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBIUTY OF iHE BUIIDING DESIGNER, PER
ANSI/TPI 1-1995 SELTION 2.
15 5 8 Over 2 Supports
```��OPPpp HEG/Sr�
�o•,.�oouc�;4s s
�Q i/.. ,.�
;�a o
No.� o
` O
�o9•,�Mar 7/ 98,:
�'c�P� •��NN�•\�
���i ss/ONAL�a;�V
R=3589 W='5.5"
CO/ /3/-/E/R/-
TC 90.0 PSF
L 20.0 PSF
BC DL 10.0 PSF
BC L-t"� 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC . 1 .00
SPACING 24.0"
Scale °.375"/Ft.
REF R639- -60882
DATE 03/27/98
�R W MOUSRD39 980327013
MO-ENG CWC/FK
SEQN - 36995
FROM RGP
(RGP730-GM�/NUNEZ - DJ 4' End Jack
TOP CHORD 2x6 SPF 1650f-1.5E
BOT CHORO 2x4 SPF #1/#2
WEBS 2x4 SPF #1/#2
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT �2949.
�-1 6 o-1E 4-0-12—�
�4 0 0 Over 3 Supports�
R=997 W=5.5"
R=302 W=1.5"
4-8-0
R=69 W=1.5"
THIS DWG PREPARE� FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 302 LBS.
PLT TYP. Al ine TPI -95 Desi n Criteria: UBC
"WARNING* TRUSSE$ REOUIRE E%1REME CARF IN FARRICATION, HANDLING, SHIPPING. INSiALLING AND
BRACING. REFEp TO HIB-91 (HAN�IING INSTALLING AND BRACING), PUBLISHED BY iPI (7RUSS PLA1E
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING TNESE FUNCTIONS. UNLESS OTHERNISE INDILATED, TOP CHORD SHALL HAVE PROPERLY A7TACHEO
SiRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "`�
"IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INS7AL1_AtION CONTRACTOR. ALGINE EN NfjtRTE
PRO�UCTS, INL. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FPOM THIS DESIGN; ANY lA�IRF �0
� � BUILD THE TRUSSES IN CONFORMANCE WITH TCI; OR FABRILATING, IIANOLINC,, SHIPPING, INSTAILING AND
BRACING OF TRUSSES. THIS �ESIGN LONFORMS WITH APPLICABLE PROVISif1N5 OF NDS (NATIONAL �ESIGN
SPECIFICATION PUBLISHED BY TNE AMERICAN FORE57 AND PAPER ASSOCIATI(1N) AN� iPl. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GA�V. STEEL. ERCEPT AS NO7ED. APPIY CONNCCTORS 70
EACH FACE Of TRU55, AND UNLESS OTHERWISE LOCATED ON THIS �ESIGN, POSITION CONNELTORS �FR
DRAMINGS 160 A-L iHE SEAL ON TNIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
Alpine En$ineered Products,�flC. RESPONSIBIU TY SOLELY FOR iNE TRUSS COMPONFNT DFSIGN SHOWN. THE SUI7ABILITY AN� USE OF THIS
Eaith City,MO 63045 COMGONENT FOR ANY PART RULAR BUIL�ING IS THE RESPONSIBILITV OF THE BUtL�ING OESIGNER. PEA
ANSI/TVI 1-1995 SECTION 2.
1`��OPPpO REG/Sl��.
o�' '�OpUOt�';'flc<`
V�•P� � �S.•'�
l'v." -�'��'
¢ � O�
�;�OC� O.
O•
o ,Mar 7 98,�C
�O'ci�b:'�����!.c���\
CO/-/3/-/E/R/-
TC� 90.0 PSF
3�'[DL 20.0 PSF
BC DL 10.0 PSF
BC L't" 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
4-8-0
Scale =.375"/Ft.
REF R639- -60883
DATE 03/27/98
�R W MOUSR839 980327014
MO-ENG CWC/FK
SEQN - 36968
FROM RGP
(RGP'730-GMA/NUNEZ - DC 5'7"14 Hip Jack Girder
TOP CHORD 2x6 SPF 1650f-1.5E
�OT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
SPECIAL LOADS
- - -- - - (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00)
TC - From 220 PLF at -2.39 to 220 PLF at 5.66
BC From 4 PLF at -2.39 to 4 PLF at 0.00
BC - From 20 PLF at 0.00 to 20 PLF at 5.78
TC - -87 LB Conc. Load at 2.92
BC - 4 LB Conc. Load at 2.92
1.5X3111
�
0-7-8
�
�-2-1-7 ��E 5-8-10 _I
5_5_Z o 2 i2
�-5-7-14 Over 3 Supports �
R=1311 W=7.778"
TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/640.25 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROUIDE ( 3 ) 16d TOE NAILS AT TOP CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 284 LBS.
R=210 W=1.5"
4-7-8
R=284 W=1.5"
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
"'WARNING'" TRUSSES REOUIRE EMTREME CARE IN FABRICA710N, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER i0 HIB-91 (HANDLING INSTALLING AND BRACING), FUdLISHED BV TPI (TRUSS PIATF
INSi1TUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFEIV PRAC7ICES PRIOR"��T�
PERFORMING THESE FUNLTIONS. UNLESS OTHERWISE INDICATf.O. TOP CHOP� SHALL HAVf. CROPERLY ATTA6ryCU�
STNULiURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIf,ID CEILING. �
*'IMPORTANT"' FURNISH A LOPV OF THIS DESIGN i0 THE INSTA�LA710N CONTRACiOR. ALCINE ENGINEERED
PRODUCTS. INC. SNALL NOT BE RESPONSIBLC FOR ANY DFVIATION 1ROM iHIS �FSIGN; ANY FAILURE TO
� � BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRIfATING, HAN�LINC�, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WIiH APPlICABLE PROVISIONS OF NDS (NAiIONAL DESIGN
SPEUFICATION PUBLISHEO 8Y iHE AMERILAN FORE51 ANO PAPER ASSaCIATION) AND 1P1. ALPINE
CONNEL70R5 ARE MADE Oi 20GA ASTM A653 GR40 GALV. ;TEEL, ExLEPT AS NOTED. ADPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLE55 OTHERWISE LOCATED ON iHIS DESIGN. POSITION CONNECTOHS PER
DRAWINGS 160 A-Z. iHE SFAL ON TH[S DRAWING INDICA�ES ALCEPIANCE OF VROiES510NA1 ENGINEERING
Alpine Engineered Products,IOC. RESPONSIBILITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
Earth Ciry,MO 63045 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIB R ITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
����.��• Ou�,(`, .F9,
���,d� i���ip y
..F
:o .2���:
�o'ZMar 27 '98��i
9'. �
�'��!`�'����• � ��t4
���i SS�ONAt��G���,
CO/-/3/-/E/R/-
TC LL 90.0 PSF
20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
4-7-8
Scale =.375"/Ft.
REF RB39 -60884
DATE 03/27/98
�R W MOUSRB39 980327015
MO-ENG CWC/FK
SEQN - 36974
FROM RGP
(RGF;730-GMA/NUNEZ - DCA 5'7"14 Hip Jack Girder
TOP CHORD 2x6 SPF 1650f-1.5E
�OT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud
CONNECTOR PLATES MUST BE DESIGNED & INSTAILED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
SPECIAL LOADS
- - - - - - (LUMBER DUR.FAC.=1 .00 / PLATE DUR.FAC.=1.00)
TC - From 220 PLF at 0.00 to 220 PLF at 5.66
BC - From 20 PLF at 0.00 to 20 PLF at 5.78
TC - 137 LB Conc. Load at 2.92
BC - 21 LB Conc. Load at 2.92
�
0-7-8
�
2X4(A1) °
?X4111 R=196 W=1.5"
4-7-8
R=650 W=1.5"
� 5-8-10 ��
5-5-2 0 2 12
�5-7-14 Over 3 Supports �
R=796 W=7.778"
THIS DWG PREPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITIED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/565.11 LIVE AND L/325.55 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 650 LBS.
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"WARNING" TRUSSES REOUIRE E%TREME CARE IN iABRICATION, HANDLING, SNIFPING, 1NSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU55 P�ATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR
PERFORMING THESE FUNCT[ONS. UNLESS OTHERW(SE INDICAIED. 10P LHORD SHALL HAVE PROPERLY ATTA
STRUCTURAL PANELS, BO710M CHORO SHALL HAVE A PROPERLY ATTACHED RIG1� CEILING.
"`IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLAt10N LONiRACTOR. A�PINE ENG NEE E[
7RODULiS, INC. SHALL NO7 BE RFSVONSIBLE FOR ANV DEVIATION FROM iHIS DESIGN; ANV FAILUPE i0
� � BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSiALLING ANO
BRACING OF TRUSSES. THIS DESIGN CONFORMS MI7H AOPU CABLE PROVISIONS OF N�S (NAiIONAL DESIGN
SVECIFILATION PUBLISHE� BV THE AMERICAN FOREST AND GAPER ASSOCIAiION) AN� TF1. A�71NE
CONNECTORS ARE MADE OF 20GA ASiM A653 GR40 GALV. StEEL. EKLEPT AS NOTED. APP�Y LONNECTORS i0
EACH FALE OF TRU55, AND UNLESS OTNERWISE LOCATED ON THIS DESIGN, POSITION LONNECTORS PER
ORAWINGS 160 A-Z. 7HE SEAL ON THIS DRAWING INDICATES ACCEPTANLE OF PROFESSIONAL ENGINEERING
Alpine Engineered Products,�OC. RESGONSIBILITY SOLELY FOR THE TRUSS COMPONENi DESIGN SHOWN. THE SUITABILITV AND USE OF THIS
Earth City,MO 63045 COMPONENT FOR ANV PARTICULAR BUILOING IS TNE RESPONSIBILITY OF THE BUfL�1NG DESIGNEF, GER
ANSI/TPI 1-1995 SECTION 2.
\``��P�,pO REG�sr�i�'.
G��O��o/��'id+�.9F4
�P �_-` �:
;O o.2p�fO O:
O•
o'.,Mar 1 '98,�Q
�O'c�P� •���������'��\
��/i S`S�ONAL���.���,
CO/-/3/-/E/R/
TC L 90.0 PSF
�,� 20.0 PSF
BC DL 10. 0 PSF
BC LL 0.0 PSF
TOT.LD. 120.0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
4-7-8
Scale =.375"/Ft.
REF RB39- -60885
DATE 03/27/98
�R W MOUSRB39 980327016
MO ENG CWC/FK
SEQN - 36980
FROM RGP
(RGP.730-GMA/NUNEZ - DJ1 1 ' ll"11 Jack
TOP CHORD 2x6 SPF 1650f-1.5E
'd0T CHORD 2x4 SPF #1/#2
WEBS 2x4 SPF #1/#2
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
R=-44 W=1.5"
2-7-11
�
R=2 W=1 .5"
�1 6 0��2-0-7�
1 11 11 Over 3 Su ports
R=888 W=5.5"
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD.
PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD.
PLT TYP. Al ine TPI -95 Desi n Criteria: UBC
"WARNING" TPUSSES REOUIRE EXTREME CARE 1N FABRILA7ION, HANULING, SHI7PING, INSTALLING ANC
BRACING. REFER 70 HIB-91 (HANDLING INSTALLINf ANO BRACING), PUBLISHED BY TFI (TRUSS �LATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRALTICES PRIOH i0
PERFORMING THESE FUNCTIONS. UNLE55 OTHERWISE INDICATED. T07 CHORD SHALL hIAVE PROPERLV ATiACHED
STRUCTURAL PANELS, BOTiOM CHORD SHALL HAVE A 7ROPERLV A7TACHED RIG10 CF.ILING.
`IMPORTANT"' FURNISH A LOPY OF THIS �ESIGN TO THE INSTALLAiION CONiRACTOR. ALPINE ENGINEEREI
VRO�UCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY �EVIATION FROM THIS DESIGN; ANV FA1lURE 70
� � Bl11LD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRILAT UJG, HANIILING, SHIPPING, INSTALLING AN�
BRACING OF TRUSSES. TH15 DES[GN CONFORMS WITH APP�ICABLE GROVISIONS �F NDS (NATiONAL f7E51GN
SPECIFICATION PUBLISHED RY THE AMERICAN FOREST AND PAPER ASSOLIATION) ANO TP1. ALPINE
CONNECTORS ARE MADE OF 20GA AS7M A653 GPaO GALV. STEEL, EXCE7T AS NOTEO. APPLV CONNECTORS 70
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS f1ESIGN, POSIiION CONNELTORS PER
ORAWINGS 1F0 A-Z. THE SEAL ON 1HIS DRAW]NG INDICAIES ACCEPTANCE Of PROiESSIONAL ENGINEERING
Alpine EnQineered Products,�tlC. RESPONSIBIIITV SOLELY FOR iHE TRU55 COHPONENT DESIGN SHOWN. iHE SUITABIU Tv AN� USE OF THIS
Gertll Clfy,MO 63045 COMGONENT FOR ANY VARTICUTAR BUIL�ING IS THE RESPONSlBILITY OF THE BUILOING DESIGNER. PER
ANSI/TPI 1-1995 SECTION 2.
\�Q�` �
Y V�\�•�p1�pU('>�4S
.iA�e.q�, f
,,p...No.26�95
:Z /
.�09.�� Mar Z/ '�
������'������i
''��I�SS��M�L���i
CO/-/3/-/E/R/-
TC LL 90.0 PSF
i�v��2 0.0 P S F
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
2-7-11
�
Scale =.375"/Ft.
REF RB39- -60886
DATE 03/27/98
D R W MousRa3q 980327017
MO ENG CWC/FK
SEQN - 36971
FROM RGP
(RGP.730-GM�/NUNEZ - DJ2 1 ' ll"11 Jack
TOP CHORD 2x6 SPF 1650f-1 .5E
BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 SPF #1/#2
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
12 �
2X4(A1) =
R=181 W=1.5"
2-7-11
�
R=19 W=1 .5"
�-2-0-7�
1 11 11 Over 3 Supports
� �
R°275 W=5.5"
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD.
PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD.
PLT TYP. Al ine TPI-95 Desi n Criteria: UBC
"WARNING" TRl1SSES REOUIRE E%TREME LARE IN FAPRILA710N, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTAIU NG AN� BRACING). PUBLISHE� BY TPI (7RUSS PLAiE
INSTITUTE. SP3 D'ONOFRIO DR., SUITE 200. MADISON, W[ 53719), FOR SAFEiY PRACTILES PRIOR TO-
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDILATED. TOP CHORD SNALL HAVE GROFERLY ATTAfNEA�
STRUCTURAI PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTALHED RIGfO CEILING. .� •��^
`IMPORTANT" FURNISH A COFY OF iHIS DESIGN TO THE INSTALLATION CONiRACTOR. ALPINE ENBSNfERED
*PRO�UCTS. INL. SHALL NO7 BE RESPONSIBLE FOH ANY DEVIATIUN FROM THIS DESIf,N; ANY FAILURf TO
� � BUILD THE TRl15SES IN CONFORMANCE W17H TP1; OR FABRICATING, HANOLING. SRIPPING, INS7ALLING AN�
BRACING OF TRUSSES. THIS DESIGN LONFORMS WITH APPLICABLE PR(1VISIONS OF NDS (NATIONAL DESIGN
SPEUFICATION PUBLISHED BY TNE AMERICAN FORES7 AND PAPER ASSOCIAfION) AND 7P1. AL�INE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. S7EEL E7(CE7T AS NO7EI7. APPLY CONNECTORS TO
EACN FALE Of TRU55, AND UNlESS O7HERWISE LOLATED ON iHIS DESIGN, POSITION CONNECTORS PER
DRANINGS 160 A-Z. �HE SEAL ON TH(S DRAWING INOICATES AUEPTANCE OF GROFESSIONAL ENGINEERING
Alpine�ngineered Products,ina RESPOr+sie�u rr SOLELV FOR THE TRUSS COMPONF.NT DESIGN SHOWN. THE SUITABILIiY AND USE Of THIS
Earth City,MO 63045 LOMPONENT FOR ANV GARTICUTAR BUILDING IS THE RESGONSIBILITY OF THE BUILDING DESIGNER, CER
ANSI/TPI 1-1995 SECTION 2.
,```��OPPpp REG/STF��'.
Q U(',
�o.P�o . <,�s�F�:
:�2. Q: �
/�� O;
�o.,� Mar K7 9��
��O'�lPn���������f:��\`\
CO/-/3
T�/ L
BC DL
BC LL
TOT.LD.
DUR .FAC
SPACING
' /E/R/-
90.0 PSF
20.0 PSF
10.0 PSF
0. 0 PSF
120. 0 PSF
1 . 00
24.0"
2-7-11
�
Scale =.375"/Ft.
REF RB39- -60887
DATE 03/27/98
�R�f MOUSRB39 980327018
MO-ENG CWC/FK
SEQN - 36977
FROM RGP
(RGP.730-GMA/NUNEZ - E1 12' Gable
TOP CHORD 2x6 SPF 1650f-1 .5E
BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W2 2x6 SPF 1650f-1.5E:
:M5 2x4 SPF #1/#2:
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
4X5°
�
2-6-0
�
1.5X41�I
�J
12-0-^ _I
-2-12 _ I _ 5-9-4 _ I
�-12-0-0 Over Continuous Support —�
R=271 PLF W=12-0 0
�
2 11 8
�
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MfR.
TRUSS DEFLECTION MEETS L/999 LIVE AND l/999 TOTAL LOAD.
(A) 1X4 "L" BRACE. SAME 6RADE AS WEB MEMBER. ATTACH WITH
8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
CONNECTOR PLATES MUST BE DESIGNED & INSTAI�ED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
THIS TRUSS DESIGNED TO SUPPORT VERTICAL LOADS ONLY. LATERAL
LOADS, LOADS ALONG THE TRUSS, OR FACE LOADS MUST BE RESISTED
BY OTHER BUILDING ELEMENTS. THE BUILDING DESIGNER SHALL MAKE
PROVISIONS FOR THE STABILITY OF THIS TRUSS.
PLT TYP. A1 ine TPI-95 Desi n Criteria : UBC
"WARNING"' TRUSSES REOUIRE E%TREME CARE IN FABP.ICATION, HANDLING, SHIPPING. lNSTAILING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE� BY i�l (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO �R., SUITE 200. NA�ISON, WI 53719), FOP. SAFETV PRACTfCES 7RIOR TQ�
PERFORMING THESE FUNCIIONS. UNLESS OTHERWISE INDiCATED, TOP LHORD SHALL HAVE GROPfRLY ATTALHCD
STRUCTURAL PANELS. BOiTOM CHOR� SNA�L HAVE A PRO�ERLY ATTACHED RIGID CE.ILING.
'[MPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED
PRO�UCIS. INC. SHALL NO7 BE AESPONSIBLE FOR ANV DEVIATION FR011 iHIS DESfGN; ANY FA LLURE TO
� � Bl11LD THE TRUSSES IN LONFORMANCE WITH TP1; OR FABRILATING, HAN[ILING, SHIPPING. INSiALLINf, AN�
BRAUNG OF TRUSSES. THIS �ES1GN CONFORMS WITH APPLICABLE PROVISIONS OF N�S (NATIONAL DESIGN
SVECIFICATION �UBLISHED B� THE AMERICAN iOREST ANO PAPER ASSOCIA710N) AND TP(. ALCINE
CONNECTORS ARE MA�E OF 20GA ASTM A653 GR40 GALV. S7EEL, E%CEPT AS NOTED. APPLY CONNEC70RS TO
EACH FACE OF TRUSS, AND UNLE55 O7HERWISE LOCATEO ON THIS DESIGN, POSI7ION LONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANLE OF PROFESSIONAL ENGINEERING
Alpine Enqineered Products,IOC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITV ANO USE OF THIS
Eehh Ciry,MO 63045 COMPONENT FOR ANY GARTICULAR BUILDING IS iHE RESPONSIBILITY OF THE BUILOING DESIGNER, PER
ANSf/TPI 1-1995 SECTION 2.
�`'�1�``�O�O�•��V�qS�Q
` ;pP Nd.26586'o:
Z O;
�v , Mar 27 '9�Q
'���'c��'���• •�� ���`
���G�s S�0 N A L EN.�\���
L
LL
BC DL
BC LL
TOT. LD.
DUR.FAC
SPACING
'-/E/R/-
90.0 PSF
20.0 PSF
�10.0 PSF
0.0 PSF
120.0 PSF
1 .��
24.0"
8-8-12
Scale =.25"/Ft.
REF RB39 -60888
DATE 03/27/98
�RUf MOUSR439 980327019
MO-ENG CWC/FK
SEQN - 37086
FROM RGP
(RGP730-GMA.!NUNEZ - E2 12' Soecial
TOP CHORD 2x6 SPF 1650f-1 .5E
�OT CHORO 2x4 SPF #i/#2
WEBS 2x4 E Softwd Stud :W3 2x4 SPF #1/#2:
:W5 2x6 SPF 1650f-1.5E:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
�
2-6-0
�
4X5=
3X6111 sxlu= Cxb m
�-�
�E 6-2-12 _I_E 5-9-4 �
f 6-2-12 T 5-9-4 �
I_ 6-2-12 � 5-9-4 J
8 0�
�-12-0-0 Over 2 Supports �
R=1838 W=5.5" R=1414 W=3"
�
2-11-8
�
THIS DWG PREPARED FROM COMPUTER INPUT (LOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF IIVE LOAD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1414.22 LBS.
PLT TYP. Al ine TPI -95 Desi n Criteria: UBC u�1
"'WARNING`" TRUSSES REOUIRE E%TREME CARE fN FABRICATION, HANOLING. SHIPPING, INSTALLING AND `,\� QQ REG/ ���j
PERFORMINGRTHESEDP�NLTIONSORUNNESSiOTHERWISEDNNDICATEDACTOP,CNOR�B4OSHALLDHAVEPPROPERIYIIA�TACHED. ,'"���`,`V��O.��O U G�'9f���O �
SiRUCTURAL PANELS, BOT70M CHORD SHALL HA�E A PROFERLV ATTACHE� RIGID CFILINf. .' ;�,�..M�Q.�_ ��.- ���"�f
^IMPORTANP' FURNISH A COPY Of THIS DESIGN TO iHE INSTALLAiION CONTRACTOR. AIPINE ENGINEEREp :Q �'i•� �
PROOUCTS, INC. SHALL NOT BE RESPONSIB�E FOR ANY DEVfATtON FROM THI$ DESIGN; ANY FAILUHE 10 �Q NO. /� `+
� ' BUILD iNE TRUSSES IN CONFORMANCE WlTN TP1; OR FABRICATING. HANDLING, SNI['PING, INSIALLING AND •Z �/Q`, :
BRACING OF TRUSSES. TH�S �ESIGN CONiORMS WITH APPLICAPLE VROVISIONS OF N�S (NATIONAL I7ESIf,N ' 4�• Mar Z7 �'��Q�
SCELIFICATION Pl1BLISNEO BV THE AMERICAN FOREST AND PAPER ASSOU ATION) AND TP1. ALPINE �9�� . (V��\�
LONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEFT AS N�TEO. AVCLV CONNECTORS 70 �����.� •�����•�\����
ORAWINGSE160 AR�SS, ANHEUSEALSONT7HIS'DRAW�INGTIND�ILAiESSACCEPGANCEOOFTPROFFONN�NA�RENGINEERING ''��I���O�;;;�'���`
Alpine En ineered Products,�OC. RESPONSIBIU TY SOLEL� FOR iNE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITV AND USE Of THIS
Eart�Cl�y,MO 63045 COMPONENT FOR ANY PARTICULAR PUILDING IS THE RESPONSIBILI7Y OF THE BUILDING DESIGNER, FER
ANSI/TPI 1-1995 SECTION 2.
CO/-/3/-/E/R/-
TC LL 90.0 PSF
�� 20.0 PSF
BC DL 10. 0 PSF
BC LL --•�� 0.0 PSF
TOT.LD. 120.0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
8-8-12
Scale =.25"/Ft.
REF RB39 -60889
DATE 03/27/98
�R W MOUSR839 980327020
MO-ENG CWC/FK
SEQN - 37082
FROM RGP
(RG�7,30-GMA/NUNEZ - E3 12'S"8 Special Girder
TOP CHORD 2x6 SPF 1650f-1.5E
80T CHORD 2x10 FL 1950f-1.7E
WEBS 2x6 SPF 1650f-1.5E
:W3, W4, W6, W7 2x4 E Softwd Stud:
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
SPECIAL LOADS
- - - -- (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00)
TC From 110 PLF at 0.00 to 110 PLF at 12.46
BC - From 1240 PLF at 0.00 to 1240 PLF at 12.46
1 .5X3111
�
2-6-0
�_
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
3 Complete Trusses Required
NAILING SCHEDULE: (12d_box_nails)
TOP CHORD: 1 ROW @ 12" o.c.
BOT CHORD: 2 ROWS @ 4" o.c. (EACH ROW)
WEBS : 1 ROW @ 4" o.c.
REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING
BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.6.0. RESEARCH REPORT #2949.
4X8(R) III
6X8= -,��� ��, �„�.,— �„�., ,�� 6X8=
� 3-1-6 31E 3-1 6 �E 3-1-6 ��E 3 1 6 _J
3 1-6 1 3-1-6 3 1-6 3-1-6 �1
�_ 6 2-12 _I_ 6-2-12 _I
5 X 3 I��
�
Z-6-0
�
�--12 5-8 Over 2 Supports -�
R=8409 W=5.5" R=8409 W=5.5"
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC ►,b
"WARNING'" TRUSSES REOUIRE El(TREME CARE IN FABRICAiION, HANDLING, SHIPPINf,, INSiAILING ANO ���� p REG� ���j
BNSTINU1E.pE583 DOONOFRIO pRHANSUITE 200TAMA�NSONNDWBRAC53719) PuBORSSAFEBV PRACiICESUPRI0RAT0/ ��������P�O uc3�STF9�%
PERFORMING THESE FUNCTIONS. 11NLESS OTHERWISE INOICATED. TOP CHORD SHALL HAVE PROPERL� ATTA�O/ �� V .� ;� '4s'.O!
STRUCTURAI PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGiD CEILING. ` �i G' ��n-� '- ;.A-_"�y`.',:
"IMPORTANT" Fl1RNISH A COPY OF iHIS OESiGN TO 7HE INSTALLATION CONTRACTOR. ALPINE ENGIN[ERED
'PRODUCTS. INC. SHALL NOT BE RESPONSIBLE fOR ANY DEVIAiION FROM THIS �ESIGN: ANV PAILURE TO � �� Q6�/0�
� � BUILD iHE TRUSSES IN CONFORMANCE WITN TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND � �Z /� O;
BRACING OF TRUSSES. TH1S DESIfN CONfORMS W1TH APPLICAPLE 7ROVISfONS OF N�5 (NATIONAL DESIGN �4•� MdY 3a '9ip Q
SPECIFICATION PUBLISHE� BY THE AMERICAN FORES7 AND PAPER ASSOCIATION) AND TP1. ALFINE �9 • . (`�;
CONNECTORS ARE MADE OF 20GA ASTM A653 GRdO GALV. STEEL. EXCEFT AS NOTEO. APPLV CONNEC70RS TO �ij���.' •�������G\l�`�\�
DRAWINGSE160 AR�SS. ATHEUSEALSONTTHISt�RANI�NGTIND�ICATESSACCEPTANCEOOFTPROFEONN�NAORENGINEERiNG ''��%����"'�i�```
Alpine Engineered Products,�f1C. RESFONSIBILITY SOLELY FOR THE TRUSS COMPONENT pESIGN SHOWN. THE SUITABIIIiY AND USE OF TH1S
Ee�Yh Clfy,MO 63045 CaMGONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILIiY OF THE BUILDING OESIGNER. PER
ANSI/TPI 1�1995 SECTION 2.
CO/-/3
TC Ll
yc �
� D
BC LL ., .
TOT.LD.
DUR .FAC
SPACING
'-/E/R/-
90.0 PSF
20.0 PSF
10.0 PSF
0.0 PSF
120.0 PSF
1 .00
24.0"
8-8-12
Scale =.25"/Ft.
REF RB39- -60890
DATE 03/27/98
�R W MOUSR839 980327021
MO-ENG CWC/FK
SEQN - 37089
FROM RGP
(RGP7�0-GMA/�UNEZ - F1 20'6" Gable
TOP CHORD 2x6 SPF 1650f-1.5E
'BOT CHORD 2x4 SPF #1/#2
WEBS Zx4 E Softwd Stud :W1, W2 2x6 SPF 1650f-1.5E:
:M5, M6, M7, M8, M9, M10, M11 2x4 SPF #1/#2:
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC. 4X5°
BOTTOM CHORD
ALL PLATES AR
�
2-6-0
�
THIS DWG PREPARED FROM COMPUiER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
(A) 1X4 "L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949.
L1 6 0l
�
�
I_
l,
�
R=258 PLF W=20-6-0
5X4°
20-6
10-3-0
20-6-0 Over Continuous Support
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
"WARNING"' 7RUSSES REQUIRE E%TREME CARE IN FABRILATI�N, HAN�LINf, SHIOOING, INSTALU NG AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (iRUSS PLATE
INSTITIJTE. 583 �'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETV PRACTICFS PRIOR TO
PERFORMING THESE fUNCTIONS. UNLESS OTHERWISE INUILATED. 10P CHORD SHALL FIAVE PROPERLY ATTACHED
STRUCTl1RAl PANELS, BOTTOM CHORO SHALL HAVE A PROPERLV AT7ACHED RIGID CEILINf.
'IMPORTANT`�" Fl1RNI5H A COPY OF iHIS DESIGN TO THE INSTALLAiION CONTRACiOR. A�PINE ENGINEERED
�PRODUCTS, tNG. SHA�L NOT BE RESCONSIBLE FOR ANY DEVIA7ION FRON THIS DFSIGN; ANY FAILURE �0;
� � BUILD THE TRUSSES IN CONFORMANCE H1TH iFI; OR FABRICATING, HANDLING, SHIPPING, INSTAILING/(tJn'
BRACING OF TRUSSES. THIS �ESIGN CONFORMS WITN APPIICABLE PROVfSIONS Of NDS (NATIONAL DESIQN•�
SPECIFICATION PUBLISHE� BY iHE AMERILAN FOREST AND PAPER ASSOCIATION) AN� TP1. AL7INE
LONNECTORS ARE MADE OF 20GA ASTM A653 GRdO GALV. S7EEL, E%CE('� AS NOTED. APPL� CONNECTORS TO
EACH fACE OF TRUSS, AND UNLE55 OTHERMISE LOCATE� ON iHIS UESIGN, COSITION CONNECTORS PER
DRANINGS 160 A-2. THE SEAL ON THIS DRANING INOICATES ACCEP�ANCE OF PROFESSIONAI ENGINEERING
Alpine Engineered Products,Itl0. RESFONSIBILITY SOLELY FOR 7HE TRUSS COMPONENT �ESIGN SHOWN. THE SUITABIL1iY AND USE OF THIS
Eeflh Ciry,MO 63045 COMPONENT FOR ANY PARTICUTAR BUIIDING IS THE RESPONSIBIU TY OF �HE PU R�ING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
�
2-6-0
�
1.5X3111
``��OPPpp REG�Sr�•4
���.��OUG<4s 9F0
:�P �:
.O N0.2fi�5, O:
Z O•
.b_'r•Mar��d`"���
CO/-/3/-/E/R/-
TC LL 90.0 PSF
TC DL 20.0 PSF
B D 10.0 PSF
0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24. 0"
12-9-0
Scale =.25"/Ft.
REF RB39- -60891
DATE 03/27/98
�R�^f MOUSRB39 980327022
MO-ENG CWC/FK
SEQN - 36998
FROM RGP
(RGP730-GMA/NUNEZ - F2 20'6" Special)
TOP CHORD 2x6 SPF 1650f-1.5E
50T CHORD 2x4 SPF #1/#2
WEBS 2x4 SPF #1/#2 :Wi, W8 2x6 SPF 1650f-1 .5E:
:W3, W6 2x4 E Softwd Stud:
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 2444.
�
2-6-0
�
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEO BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/760.09 LIVE AND L/403.28 TOTAL LOAD.
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
4X6(R) I�I
%Xo— vn4�rt) u� - � Jnu`R� in i nv—
0
�
�E 5 1-8 _I_ 5-1 8 � 5-1-8 I_ 5-1-8 �
f 6-10 0 6-10� 6-10-0
-3-0
20-6 0 Over 2 Supports
R=2847 W=5.5"
PLT TYP. A1 ine TPI -95 Desi n Criteria : UBC
"WARNING*" TRUSSES REOUIRE E%TREME CARE fN FABRICATION, HANDLING, SHIVPING, INSTAILING AND
BRACING. REFER TO HIB-91 (NANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO Dp.. SUITE 200, MAOISON, WI 537]?), FOR SAFE7Y PRALTICES 7RIOR T�
PERFORMING THESE FUNCilONS. 11NLESS O7HERWISE INDICATE�. TOP CHORD SHALI. HAVE VROFERLY A7TA�HCd.
STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLV ATIACHEO RIGID CEILING. % �'
'"IMPORTANT" FURNISH A COPY OF THIS �ESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INt. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAiION iROM THIS DESIGN; ANY FAILURE TO
� � BUIID THE TRUSSES IN CONFORMANCE WITH TC1; OR FAPRICATING, HANDLING. SHIPPING, INSTALLING AN�
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Oi N�S (NATIONAL DESIGN
SFEU FICATION VUBLISHED BV iNE AMERICAN lOREST AND PAFER ASSOClATION) AND iPI. ALPINE
CONNECTORS ARE MA�E OF 20GA ASTM A653 GAdO GALV. STEEL. EMLEFI AS NOTED. APPLY CONNECTORS TO
EALH FACE OF TRUSS. ANO UNLESS OTHERMISE LOCAiED ON THIS DESIGN, POSITION CONNECTORS GER
DRAMINGS 160 A-Z. THE SEAL ON THIS DRAWING iNDICATES AttEP1ANCE OF VROFESSIONAL ENGINEERING
Alpine Engineered Products,�I1C. RESCONSIBILITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB(U TY AND USE OF TN(5
Eerth City,MO G3045 COMPONENT FOR ANY PARTICl1LAR BUILDING IS THE RESPONSIB1lITY Oi THE BUIL�tNG DESIGNER, PER
ANSI/TPI 1-1995 SELTION 2.
```��oPPpO REG'Sr�O''G
�. ' pUG .'fl
VO O i ,t<`'
�•�,� ;:?yi,Q:
•� �:.,.
:O �2�`,� �O:
.o'Z Mar 29 '9$•�Q
9'. �
j��F� •�������\���
��i�SS/OMAL�N,�����
5X311I
R=2445 W=3"
CO/-/3/-/E/R/-
T� 90.0 PSF
� 20.0 PSF
BC DL 10.0 PSF
BC 1L 0.0 PSF
TOT.LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
12 9 0
�
2-6 0
�
Scale =.25"/Ft.
REF RB39- -60893
DATE 03/27/98
�R�f MOUSR839 980327023
MO-ENG CWC/FK
SEQN - 37001
FROM RGP
(RGP,T30-GMA/NUNEZ - F3 20'6" Special
TOP CHORD 2x6 SPF 1650f-1 .5E
B6T CHORD 2x4 SPF #1/#2
WEBS 2x4 SPF #1/#2 :W1, W8 2x6 SPF 1650f-1.5E:
:W3, W6 2x4 E Softwd Stud:
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM �"^""
PROVIDE HANGER AT RIGHT END OF TRUSS FOR
1.5X3 ���
�
2-6-0
�
THIS DWG PREPARED FROM COMPUTER [NPUT (lOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/845.08 LIVE AND L/404.93 TOTAL LOAD.
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) Sd NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITAB�E SUPPORT BY ERECTION CONTRACTOR.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
4X6(R) III
5X3111
�
2-6-0
�
%XH— SXb(K) m -•• . s�n�n� ni ino=
R=2460 W=5.5" R=2460 W=3"
�E 5-1-8 _I_ 5-1 8 � 5-1-8 ,J_ 5-1-8 J
� 6-10-0 T 6-10 0 � 6-10 0
i 10 3-0 _ I _ 10-3 0 _I
20-6-0 Over 2 Supports
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"*WARNING"` 7RUSSES REOU(RE E%TREME CARE IN FAORfCATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING 1NSTALLINf, AND BRAU NGJ, PUBLISHE� BV TPI (TRU55 ��A7E
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFFTY PRACTICES PRIOIj/4�
PERFORMING THESE fUNLiIONS. UNLESS OTHERWISE IN�ILATED, 70P CHORD SHA�I HAVE �ROP[RlY ATT�'Cr�¢n�
STRIICTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT7ACHED RIGIII CEILING. �
"IMPORTANT*' FURNISH A COPY OF THIS �ESIGN TO THE INSTALLATION CONfRACTOR. A�PINE ENGINEERF�
PRODUCTS, INC. SHALL NOT BE RESPONSiBLE fOR ANY DEVIATION FROM THIS DESiGN; ANY FAIIURE TO
� � BUIL� iHE TRUSSES IN CONFORMANCE WITH T71; OR FAPRICATING. HANDLING, SHIPPING. INSIALLING AN�
BRACING OF TRUSSES. 7HIS OESIGN CONFORMS WITN APVLICABIE PROVISIONS OF NOS (NATIONAL OESIGN
SPFU FICATIDN PUBLISHED BY 7HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL71NF.
CONNELTORS ARE MADE OF 20GA ASiM Ab53 GR40 GA�V. STEEL. EXCEP7 AS NOTED. AGGLY CONNECTORS TO
EACH FACE OF TRU55, AND UNLESS OTNERWISE LOCATED ON THIS �ESIGN, POSITION CONNECTORS PER
�RAMINGS 160 A-Z. THE SEAL ON THIS DRAWING INDILATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
Alpine EnQineered Products,�OC. RESPONSIBILITY SOLELY FOR TNE TRUSS COMPONENT DESIGN SNOWN. THE SUITABILITY AN� USE OP TMIS
EelYl7 City,MO 63045 COMCONENT FOR ANV PARTICULAR BUIL�ING IS iHE RESPONSIBILITV OF �HE BUiL�ING DESIGNER. PER
AN51/TPI 1-1995 SECTION 2.
��•���' OVG�'�'�F'p�d
�P��i.�,�'�,7 O'.
.� ���:
:o No. o:
:Z D:
�.��Mar 27 '9$•�Q
��'o�c' •.....••G��;�
��I SS�ONALEN�\���
CO/-/3/-/E/R/-
�� 90.0 PSF
L 20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
12-9-0
Scale =.25"/Ft.
REF RB39- -60894
DATE 03/27/98
�R�f MOUSRB39 980327024
MO-ENG CWC/FK
SEQN 37004
FROM RGP
(RGP?30-GMA/NUNEZ - F4 20'6" Special)
TOP CHORD 2x6 SPF 1650f-1 .5E
B'OT CHORD 2x6 SPF 1650f-1 .5E
WEBS 2x4 E Softwd Stud :W1, W9 Zx6 SPF 1650f-1.5E:
:W2, WS 2x4 SPF 1450f-1 .3E: :W5 2x4 SPF 2100f-1 .8E:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.6.0. RESEARCH REPORT #2949.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 2460.00 LBS.
5X12��
�
2-6-0
�
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMFNSIONS) SUBMITTED BY TRUSS MFR.
PREDICTED HORIZONTAL MOVEMENT IS 0.52" DUE TO LIVE lOAD
AND 0. 17" DUE TO DEAD LOAD AT ONE SUPPORT.
TRUSS DEFLECTION MEETS L/842.32 LIVE AND L/570.08 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
6X12(R) III
4X4111
�E 5-1-8 _IE 5-1-8 � 5-1-8 � 5-1-8 �
� 5-1-8 5-1-8 5-1-8 5-1-8 '1
�E 10 3-0 �E 10-3-0—
20-6 0 Over 2 Supports
R=2460 W=5.5"
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
"WARNING" TRUSSES REOUIRE E%TREME CARE IN FABRICA710N, HANDLING. SHIFVING, INSTALLING AND
BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), GUBLISHED BY iPl (TRUSS FLATE
INSTITU7E, 583 �'ONOFRIO DR., SUI7E 200, MADISON, WI 53719). FOR SAFETY PRACTICES �RIOR T�-011
PEFFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SHA�L HpVE PROPERLY ATTAC�
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A �ROPERLY ATTALHED RIGID CEILING.
*�"�iMPORTANT" FURNISH A COPV OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRDOUCTS. INC. SHALL NOT BE RESPONSIBIE FOR ANY DEVIATION FROM iHIS OFSIGN; ANY FAILIIRE TO
� � BUILD THE TRUSSES IN LONFORMANCE NITN TP1; OR FABRICATING, HANDLING. SHIPP[NG, INSTALLING AN�
BRACING OF 7RUSSES. THIS DESIGN CONFORMS WITH APPLICABLE �ROVISIONS OF NDS (NATIONAL �ESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FORESi AND PAPER ASSOCIATIDN) AND TP1. ALVINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY LONNELTORS TO
EACH fACE OF TRUSS, AN� UNLESS OTHERWISE LOCATED ON THIS UESIGN, POSITION CONNECTORS PER
DRAMINGS 160 A-Z. iHE SEAL ON THIS DRAWINf INDILATES ACCEP7ANCE OF PRpFESS10NAL ENGINEERING
Alpine En ineered Products,�ilC. RESPONSIBILITY SOIELY FDR THE TRUSS COM�ONENT DESIGN SHOWN. iHE SUITABIU 1Y AND USE OF THIS
Eart�lClty,MO 63045 COMPONENT FOR ANY GARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
AN51/TPI 1-1995 SECTION 2.
' \��O°�. "�i
�`�J p�, pOU(`,4q� Fp
�..4,ti�. -� ,.��r
.� ������pt =
` .Z N .2i�j�� :
�.o9.,�Mar 27��9�•�@;
\
���0� ��������'�\����`
'''''����I plll��,`````
12-9-0
12��
�
Z-6-
�
R=2460 W=3"
CO/-/3/-/E/R/
TC� 90. 0 PSF
Z0.0 PSF
BC DL 10. 0 PSF
BC LL 0.0 PSF
TOT. LD. 120. 0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
Scale =.25"/Ft.
REF RB39- -60895
DATE 03/27/98
�R W MOUSRB39 980327025
MO-ENG CWC/FK
SEQN - 37007
FROM RGP
fRGP;30-GMA•/NUNEZ - F5 20'6" S�ecial
TOP CHORD 2x6 SPF 1650f-1.5E
B'OT CHORD 2x6 SPF 1650f-1.5E
WEBS 2x4 E Softwd Stud :W1 , W9 2x6 SPF 1650f-1.5E:
:W2 2x4 SPF 1450f-1.3E: :W5 2x4 SPF 1650f-1.5E:
:WS 2x4 SPF #1/#2:
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCOR
WITH RE�UIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
5X12%
�
2-6-0
�
THIS DWG PREPARf_D FROM COMPUTER INPUT (LOADS & DIMENSIONSj SUBMITTED BY TRUSS MFR.
PREDICTED HORIZONTAL MOVEMENT IS 0.53" DUE TO LIVE LOAD
AND 0.18" DUE TO DEAD �OAD AT ONE SUPPORT.
TRUSS DEFLECTION MEETS L/730.59 LIVE AND L/490.62 TOTAL LOAD.
6X12(R) III
4X4111 6X4111
�-�
�E 5-1-8 �1E 5_l 8 IE 5-1-8 � 5-1_8 _J
( 5 1-8 � 5-1 8 � 5-1-8 5-1-8 �
� 10-3-0 �E 10-3-0 �
R=2445 W=5.5"
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
"WARNING`�' TRUSSES REOUIRE E%TREME LARE IN iABRILATION, HANDU NG, SHIP�ING. lNS7ALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), GUBLISHED BV 7P1 (TRUSS PLATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). fOR SAFE7V PRACTICES PRIOR i0
PERPORMING TNESF FUNCTIONS. UNLESS OTHERWISE INDICATE�, T�P LNORD SHALL HAVE PROPERLY AT7ACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLV A77ACHED RIGID CFILING. �
'IMPORTANT'* FURNISH A COPY OF 7HI5 �ESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
„PRO�UCTS, INC. SHALI N0T BE RESPONSIBLE FOR ANY �EVIATION fROFi THIS �ESIGN: ANY FAILURE 70
� � BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR iABRILATING. HANDLING. SH[PPING, INSTALLING AN�
BRACING OF TRUSSES. iHIS �ESIGN CONFORMS WITH APV�ICABLE 7ROVISION$ OF N�S (NATIONAL DESIGN
SPEUfILATION PUBLISHED BY THE AMERICAN FOREST AND VAFER ASSOCIAiION) AND TPI. ALPINE
LONNELTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. S7EEL, E%CEPT AS NOTED. APPLY CONNFLTORS TO
EALH fACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-L THE SEAL ON THIS DRAWING IN�ICA7ES ACCEPiANCE OF PROFESSIONAL ENGINEERING
Alpine Engineered Products,��IC. RESPONSIBIU TY SOLELY FOR THE TRUSS COMPONEN7 DESIGN SHONN. THE SUITABIIITY AN� USE 0: TNIS
E3rth Cily,MO 63045 COMPONENT FOR ANY GARTICULAR BUILDING IS THE RESPONSIBILITY OF ?HE BUILDING OESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
20 6-0 Over 2 Supports
�ii�
;p No.�5
•o9Z Mar 27 '�
��oi�,sS�ONALE�
R=2847 W=5.5"
CO - 3 E R
TC LL 90.0 PSF
Aj �vf��20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
12-9-0
�
2-6-0
�
Scale =.25"/Ft.
REF R639- -60896
DATE 03/27/98
�R W MOUSRB39 980327026
MO-ENG CWC/FK
SEQN - 37010
FROM RGP
. (RGP�30-GMA/NUNEZ - G1 14'6" Cathedral
fi0P CHORD 2x6 SPF 1650f-1.5E
`BOT CHORD 2x6 SPF 1650f-1 .5E
WEBS 2x4 E Softwd Stud :W2, W3 2x4 SPF #1/#2:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
5X12(R) III
1.5X4��
12 � W2
1 .5X4111
� 8X10: 2X6111
6
1.5X4111
6X6(F1) %
121.5X411�
8X 10= 6 �-
1.5X4111
1 .5X411I
1 .5X4111
4X8(F2) �
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKEO FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
i� 6 0l
IE 3-7-8 _I_ 3-7-8 _I_ 3-7-8 _I_ 3-7 8 J
� 4 11 8 4-7-0 4-11-8
� 7-3-0 T 4`7-0 T 7 34 11-8 _I
� 4-11-8
�— 14-6-0 Over 2 Supports
R=2101 W=5.5" R=1715 W=5.5"
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
""WARNING"�" TRIISSES REOUIRE EMTREME CARE IN FABRICAT[ON, HAN�LING, SHIPPINf,, INSTALLING AN�
BRACING. REFER TO HIB-91 (HANDIING INSTALLING AND BRALING), PUBLISHED RV TP1 (TRUSS PLATE
INSTITUTE, 583 �'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR i0
VERFDRMING 7HESE FUNCTIONS. I1N�ESS OTHERWISE INOICATED, TOP CHORO SHALL HAVE PROPERLY ATT
STRUCTURAL PANELS, BOTTOM CHORD SHA�� HAVE A PR07ERLY ATTACHED RIGID CEILING. u
"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE 1NSTA�LA7ION CONiRACiOR. ALPINE E IN RE
PRO�UCTS, INC. SHALL NOT BE RESPONSIB�E FOR ANY DEVIA7ION FROM THIS DESIGN; ANY FAILURE TO
� � BUILD THE TRUSSES IN CONFORMANLE WITH TPI; OR FABRICA11Nf,, HANOIING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS N1TH APPLICABLE PROVISIONS (?F NDS (NATIONAL DESIGN
SPECIFILATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIAiION) AND TP1. ALPINE
CONNECTORS ARE MADE OF 20GA ASiM A653 GRaO GA�V. S7EEL. EMCEP7 AS NOTED. APPLV CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOLATED ON THIS f1ESIGN, POSITION CONNECTORS PER
DRAMINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
Alpine Engineered Products,�11C. RESGONSIBILITV SOIELV FOR THE TRUSS COMPONEN7 �ESIGN SNOWN. THE SUI7ABILIIY AND USE OF THIS
Eetth City,MO 63045 COMFONENI FOR ANY GAR7ICUlAR BUILDING IS THE RESGONSIBIU 7Y OF THE BUILOING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
``��oPPpO HEGlS
4�`.�d�O! :'.
p o.2G5E� o:
� / O;
���Mar�7 '9�•�
��F�'•�•�•• '��`4
���i.sS�OMAL��G����
CO/-/3/-/E/R/-
TC LL 90.0 PSF
/f� 20.0 PSF
L 10.0 PSF
BC LL 0. 0 PSF
TOT. LD. 120.0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
7-i1-0
Scale =.25"/Ft.
REF R639- -60898
DATE 03/27/98
�RW MOUSRf339 980327028
MO-ENG CWC/FK
SEQN - 37016
FROM RGP
(RGr730-GMAlNUNEZ - G2 14'6" Cathedral
TOP CHORD 2x6 SPF 1650f-1 .5E
$OT CHORD 2x6 SPF 1650f-1.5E
WEBS 2x4 E Softwd Stud :W2, W3 2x4 SPF #1/#2:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
4X10(R) III
TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/932.76 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CNORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIUE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
� 6 0�
IE 3-7-8 _I_ 3-7-8 _I_ 3-7 8 _I_ 3 7-8 ��
4-11-8 T 4 7-0 4 11 8
IE 7-3-0 _I_ 7-3 0
� 4-11-8 T 4 7-0 T 4 11-8�
14-6-0 Over 2 Supports
R=2101 W=5.5" R=1715 W=5.5"
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
°'WARNING"" TRUSSES REOUIRE E%TREME CARE IN FABRILA7ION, HANOLING. SHIPPING. INSiALLING ANO
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN� BRACING), GUBLISHED BY 7P1 (TRUSS PLATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MA�ISON, WI 53719), FOR SAPETV PRACiILES PRIOR TO
7ERFORMING THESE FUNLTIONS. UNLESS OTHERWISE IN�ICATED, TOP CHORD SHALL HAVE PROGERLY ATTACHEfy
S1RUCiURAL PANELS. BOTTOM CHORD SHAIL HAVE A 7ROPERLY AT7AC41ED RIGID CEILING. �
"IMPORTANT^' Fl1RNI5H A COPY OF THIS DESIGN TO THE INSIALLAtION CONTRAC7�R. AL71NE ENGINELRED
VRODUCTS. INC. SHAIL NOT BE RESPONSIBLE FOR ANV DEVIA7ION fROM THIS DESIGN; ANV FAILURE i0
� � BUI�D THE TRUSSES IN CONFORMANCE WITH TGI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF 1RUSSES. TNIS �ESIGN CONFORMS WITH APPl1CABLE PROVISIONS OF NDS (NATIONAI DESIGN
SPECIGICATION PUBLISHED BY iHE AMERICAN FORFST AND PA7ER ASSOCIA710N) AND TPI. ALPINE
CONNECTORS ARE MADE DF 20GA ASTM A653 GRaO GALV. STEEL. EXCEPT AS NOTED. APFLY CONNECTORS TO
EALH FACE OF iRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS GER
�RAWINGS 160 A-Z. TFIE SEAL ON THIS �RAWING INDICATES ACLEPTANCE Of 7ROFESSIONAL ENGINEERING
Alpine EnPineered Products,lna ResvoNSieiu Tv SOLELY POR 7HE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIU TY AND USE OF THIS
Ear�h C��y,MO 63045 COMPONENT FOR ANY PARiICU�AR BUIIDiNG IS 7HE RESPONSIBI�I7Y OF THE BUILDING DESIGNER, PER
ANSI/TPI 1�1995 SECT70N 2.
)UG�
4'.,Mar 27 L 9$��Q
�90 i i,s S�0 N A L�N;����`
'f
CO/-/3/-/E/R/-
TC LL 90.0 PSF
�S/�D L,,� 2 0.0 P S F
BC D� 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
7-11-0
Scale =.25"/Ft.
REF R639- -60899
DATE 03/27/98
�R W MOUSRB39 980327029
MO-ENG CWC/FK
SEQN - 37019
FROM RGP
(RG�730 GMA/NUNEZ - G3 14'3" Special
TOP CHORD 2x6 SPF 1650f-1 .5E
�OT CHORD Zx6 SPF 1650f-1 .5E
WEBS 2x4 E Softwd Stud :W2, W3 2x4 SPF #1/#2:
:Lt Wedge 2x4 E Softwd Stud:
CONNECTOR PIATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
PROVIDE HANGER AT LEFT END OF TRUSS FOR 4X10(R) III
1704.80 LBS.
�
0-11-1
�_
lOX]
THIS DWG PRFPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
6X6(F2) �
�E 3-6-0 _I_ 3-6-0 _I_ 3-6 0 �I_ 3-9-0
4 8 8 �i� 4-7 0 T 4-11 8
L 7-0-0 _I 7-3-0
� 4-8-8 T 4-7 0 4 11 8 �
� 14-3 0 Over 2 Supports —�
R=1705 W=3"
R=1715 W=5.5"
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"'WARNING"` TRUSSES REOUIRE E%iREME CARE IN FAPRILATION, HAN�LING, SNI7FING, INSTALLING AN�
BRACING. REFER TO HIB-9J (HANDLiNG 1NS1ALlING AND BRACING), PUBLISHEO 8Y iPl (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MA�ISON, WI 53719), FOR SAFF.iY FRACiICES PRIOR TO
['ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN�fLATEO, TOP CNORp SHALL HAVE PROVFRLY A7TACHED
STRUC7URAL PANEIS, 90TTOM LHORD SHALL NAVE A VROPERLY ATTACHED RIGID LEILING.
'IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLAt10N CON7RACTOR. AIPINE ENGINEE�,q1.G
PRODUCTS, INC. SHALL NOT BE RES�ONSIBLE FOR ANY DEVIAiION FROM THIS DESIGN; ANY FAiLURE rD
� � BUILD THE TRUSSES IN CONFORMANCE WITH TFI; OR FABRICATING. HANDLINf,. SHIPPING, INSTALLINf AND
BRALING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRO�ISIONS Of N�S (NATIONAL DESIGN
SPEU FiCAT10N PUBLISHED BY iHE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7C1. ALGINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRdO GALV. STEEL, EXCF�i AS NO7ED. APPtY CONNEUOPS TO
EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSIiION CONNELTOPS PER
DRAMINGS 160 A-2. iHE SEAI ON THIS DRAWING INDICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING
Alpine En ineered Products,lnc. RESVONSie�u rv SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE Of THIS
Eeli�City,MO 63045 COMPONENT FUR ANV PARTICULAR BUIIDING IS THE RESPONSIBILITY Of 7HE BUIL�ING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
``���P�,pO REG/;
�
�p:�a�p0 U G(�
:Q .
���- ry�� D:..:
�o�� r 27/'��Q,
y�9�.�`�.•...��;..•G���',�
��I SS��NALF^�����
�u/ _
TC LL
TC DL
BC LL
TOT. LD.
DUR .FAC
SPACING
-�t�rc� -
90.0 PSF
20.0 PSF
10.0 PSF
0.0 PSF
120.0 PSF
1 .00
24.0"
7-11-0
Scale =.375"/Ft.
REF RB39 -60900
DATE 03/27/98
D R W MOUSR839 980327030
MO-ENG CWC/FK
SEQN - 37022
FROM RGP
RGP730-GMA/NUNEZ - H1 14'3" Special
TOP CHORD 2x6 SPF 1650f-1.5E
60T CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W1 2x6 SPF 1650f-1.5E:
:Rt Wedge 2x6 SPF 1650f-1.5E:
IN LIEU OF RIGID SHEATHING; TOP CHORO TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE HANGER AT LEFT END OF TRUSS FOR 1691.54 LBS.
5X8//r
5-5-1
2Xo ui
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/623. 17 LIVE AND L/415.45 TOTAL LOAD.
(A) 1X4 #3 NEM FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
4X5(R) III
8X10(F5) �
� 4-9-0 4-4-12 � 5-1-4 _I
� 4-8-8 4-7-0 � 4 11 8
� 4-9-0 � 9-6-0 _I
� 4-8-8 4-7-0 T 4-11-8
� 14-3-0 Over 2 Supports
R=1692 W=3" R=1728 W=5.5"
PLT TYP. A1 ine,Hi h Stren th TPI-95 Desi n Criteria: UBC
. '"WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, NANDLING, SH�ppING, INSTALLING AND
BRACING. REFER 70 HIB-91 (HANDLING INS7ALUNG AND BRACING), P�BLISHE� B� TFI (TRUSS PUTE
INSTITUTE, 583 D'ONOfRIO DR., SU1TE 200, MADISON, W1 53719), FOR SAFETY 7RACTICES PRIOR 70
PERFORMING THESE fUNCTIONS. UNLESS OTHERW[SE ]NOICATED. TOP CHORD SFIALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHOR� SHALL HAVE A PROPERLY ATTACHEO RIGI� CEILING. `
*'IMPORTANT""� FURNISH A COGY OF THIS DESIGN TO THE 1NSTA�LATION CONTRACTOR. ALPINE FNGINEERED
PRODUC75, INC. SHALL NOT BE RESPONSIBLE FOR ANV �EVIATION FROM THIS �ESIGN; ANY FAILURE TO
� � BUILD 7HE 1RUSSES IN CONFORMANCE WIiH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF tRUSSES. THIS DESIGN CONi0RM5 WITH APPLICABLE PROVISIONS OF NDS (NA710NAL (7ESIGN
SPECIfICAT10N PUBLISHED BY THE AMERICAN fOREST AND PAPER ASSOCIATION) AND 7P1. ALPINE
CONNELTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEPT AS NO1ED. APGLV CONNECTORS TO
EACH FACE OF TRI15S, AN� UNLESS OTHERWISE LOCA7ED ON iHIS �ESIGN, POSITION LONNELTORS PER
DRANINGS 160 A-Z. THE SEAL ON 1HI5 �RAWING IN�ICATES ACCEPTANLE OF PROFESSIONAL ENGINEERING
Alpine Engineered Products,�I1C. RESPONSIBIU TY SOLELY FOR THE TRU55 COMFONENT DESIGN SHOWN. iHE SUITABILITY AND USE OF THIS
Eedh City,MO 63045 COMCONENT POR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TNE BUILOING DESIGNER, PER
ANSI/TGI 1-]995 SECTION 2.
``��OP�,pO REG�Sl���I
v0�,.a0pUG���g�,
�.��Mar 27
�����'�����'
����i�ss�ONAt
CO/-/3/-/E/R/-
TC LL 90.0 PSF
� �DL Q 20.0 PSF
��`{�L'�� 10.0 P S F
BC LL 0.0 PSF
TOT.LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
10-2-0
Scale =.25"/Ft.
REF R639- -60901
DATE 03/27/98
�R W MOUSRB39 980327031
MO-ENG CWC/FK
SEQN - 37025
FROM RGP
RGP730-GMA/NUNEZ - H2 14'6" Special
TOP CHORD 2x6 SPF 1650f-1.5E
'30T CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud
:Rt Wedge 2x6 SPF 1650f-1.5E:
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
�
2-11 1
�
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MfR.
TRUSS DEFLECTION MEETS l/772.56 LIVE AND L/519.37 TOTAL LOAD.
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
4X5(R) III
8X10(F5) �
�60�
LE 5-0-0 _IE 4 4-12 I_ 5-1 4 �J
� 5-0-0 4 6 8� 4-11-�
I_ 5-0-0 _ I _ 9-6-0 _ I
� 9-6-8 � 4-11-8 i
� 14-6 0 Over 2 Supports
R=2075 W=5.5" R=1741 W=5.5"
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"'WARNING'�` TRUSSES REQUIRE E%TREME LARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HAN�LING INSTALLING AND BRACING). PUBLISHED BY TPI (iRU55 PLATE'
INSTITUTE. 583 �'ONOFRIO DR., Sl11TE 200, MADISON, WI 53719), FOR SAFETY PRAC7ICES PRIOR�YO
VERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SIIALL HAVE FROPERLY ATTALNE�
STRUCTURAL PANELS, BOTTOM LHORD SHA�I NAVE A PR07ERLY ATTACHED RIGID CEILING.
`�'IMPORTANT`�' FURNISH A COPY OF TNIS DESIGN TO 7HE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBIE FOR ANV �EVIATION FROM 7HIS DESIGN; ANY FAILURE i0
� � BUILD THE TRUSSES IN CONiORMANCE WITN TPI; OR FABRICATING, HANDIING, SNIPPING. INSTALLING AN�
BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Oi N11S (NATIONAL DESIGN
SVECIFICAiION VUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNEC70RS ARE MADE OF 20GA ASTM A653 GRdO GALV. STEEL. E%CEPT AS NOTED. APFLV CONNECTORS TO
EACH FACE OF TRIISS, dND UNLESS OTHERHISE IOCATEO ON 1HIS DESIGN, GOSITION LONNFCTORS 7ER
DRANINGS 160 A-Z. THE SEAL ON THIS DRAHING INDICAIES AUEPTANCE OF PROFESSIONAL ENGINEERING
Aipine En ineered Products,Ir1C. RESPONSIBILITY SOLELV FOR THE TRUSS COMPONENi DESIGN SHOWN. THE SUITABILITV AND USE OF THIS
Fert�Clty,MO 63045 COMPONENi FOR ANY PAR7ICULAR BUILDING IS THE RESPONSIBI�I7Y OF THE BUILOING DES[GNER, PER
ANSI/TPI 1-1995 SECTION 2. .
�►��0 REG�S�',����I
F pOU��9�
a
��o•
""'"L°"' ":
O
Mar 27 '98;�
i �
.._'���H�'.r\�.\\
CO/-/3/-/E/R/-
T� 90. 0 PSF
20.0 PSF
BC DL 10. 0 PSF
BC LL 0.0 PSF
TOT. LD . 120. 0 PSF
DUR .FAC. 1 .00
SPACING 24 .0"
10-2-0
Scale =.25"/Ft.
REF RB39- -60902
DATE 03/27/98
�R W MOUSR639 980321032
MO-ENG CWC/FK
SEQN - 37028
FROM RGP
(RG?730-GMA/NUNEZ - H3 19' Special)
TOP CHORD 2x6 SPF 1650f-1.5E
'BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W1, W2, W3 2x4 SPF #1/#2:
:Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1 .5E:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
ALL PLATES ARE 1.5X4 EXCEPT AS NOTED.
6X6
4X8(R) III
THIS DWG PREPARED fROM COMPUTER [NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/709.79 TOTAL LOAD.
IN LIEU OF RIGID SHEATNING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
I��I
�E 4-10-10 _I_ 4-7-6 L 4 7-6 _I_ 4-10-10 �I
6-5-1 6-1 13 T 6-5-1 �
I _ 9-6-0 _ I _ 9-6-0 _ I
) =
19-0-0 Over 2 Supports ��
R=580 PLF W=4-11-8 R=2020 W=5.5"
PLT TYP. A1 ine TPI 95 Desi n Criteria : UBC
"WARNING"` TRUSSES REOUIRE E%TREME CARE IN FABRICATION, HANDLIN,, SHIPVING. INSTALt.ING AND
BRACING. REFER i0 HIB-91 (HANDLING INSTALLING ANU BRAU NG), PUPIISHED BY TPI (TRUSS PIAiE
INS7ITUTE. 583 �'ONO�R10 DR., SUITE 200. MADISON, WI Si719), FOR SAFETY PRAC7If,E5 PRIOR i0
7ERFORMING THESE FUNCTIONS. UNLESS O7HERWISE INDICATE�, TOP CHORD SHALL HAVE PROPERLY ATiAC g
STRUCiURAL PANELS, BOTTOM CHORD SHAL� HAVE A VROPERL� ATTACHED RIGID CEILING. +,
`�"IMPORTANi'" FURNISH A COPV OF THIS �ESIGN TO THE INS7ALLATION C�NTRACTOR. ALPINE ENG F.EAE1
FRODUCTS, INC. SHALL NOT BE RESPONSIBLE fOR ANY DEVIATION FROM TH�S DESIGN; ANY FA Rl1RE TO
� BUILD THE TRUSSES 7N CONFORMANCE WITH TP1; OR FABRICATING. HAN�LING, SHIPPING, INSTALU NG AND
BRACING OF TRl15SES. TNIS OESIGN CONFORMS WITN APPLICABLE PROVISIONS �F NDS (NATIONAL DESI6N
SFECIFICATION PUBU SHED B� THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEP7 AS NOTED. APPLY CONNELTORS TO
EACH FACE OF TRl15S. AN� UNLESS OTHERWISE IOCATED ON 7HIS �ESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAI ON 7HIS DRA4IING INDICATES ACCEFTANCf. OF PAOFESSIONAL ENGINEERING
Alpine Engineered Products,�I1C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OF.SIGN SHOWN. THE SUITABI�ItY AND USE OF THIS
Earth Ciry,MO 63045 LOMPONENT FOR ANV PARTICULAR BUIl01NG IS THE RESPONSIBILITY OF TNE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SEC7IDN 2.
,`��OP�,pO REG/Slc�
p� •'p0 U..G(�,
C�.�� � ,7S�
�:.� //F�'�...�
a �2658.�%c
:O
•zr O
��Mar �T�'98;
�'�!�'a��'����N�('.�'
CO/ /3/-/E/R/
TC LL 90.0 PSF
�� 20.0 PSF
L 10.0 PSF
BC LL 0. 0 PSF
TOT.LD. 120.0 PSF
DUR.FAC . 1 .00
SPACING 24.0"
10-2-0
Scale =.25" Ft.
REF RB39- -60903
DATE 03/27/98
�R W MOUSR839 980327033
MO-ENG CWC/FK
SEQN 37040
FROM RGP
(RG�730-GMA/NUNEZ - H4 19' Common
TOP CHORD 2x6 SPF 1650f-1.5E
'BOT CNORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W2, W3 2x4 SPF #1/#2:
:Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f-1 .5E
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
4X8(R) III
THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRU55 MFR.
TRUSS DEFLECTION MEETS L/972.12 LIUE AND L/652.32 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
. .. �.. .,
�
Li 6 0l
IE 4-10-10 _I_ 4-7-6 � 4 7 6 _I_ 4-10-10 _I
� 6-5-1 T 6-1-13 �T 6-5-1�
19-0-0 Over 2 Supports
R=2635 W=5.5"
R=2261 W=5.5"
PLT TYP. Al ine TPI-95 Desi n Criteria: UBC
"WARNING'�` TRUSSES REOUIRE E%iREME CARE 1N FABRILATION, HANOLING, SHIGPING. 1NSTALU NG AND
BRACING. REFER 70 NIB-91 (HANDLING INSiALLING AND BRACING), GUBLISHED BV TPI (TRUSS 71_ATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MA�ISON, WI 53719), FOR SAFETY 7RACTICES PRIOR TO
PERFORMING THESE FUNLTIONS. UNLESS OTHERWISE INDICATED. TOC CHORD SHALL HAVE PROGERLY ATTALHED
STRUCTURAL PANELS. BOTiOM CNORD SHALL HAVE A VROPERLY ATTACHED RIGiD CEILINf,.
"'"IMPORTANT*' FURNISH A COCY OF TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERfi�
PRODUCIS, INC. SHALI NOT BE RESPONSIBLE FOR ANY DEVIAiION FROM THiS DESIGN; ANV FAILURE�O
� BUILD THE TRUSSES IN CONfORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND
BRACING OF TRUSSES. TH1S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPfR ASSOCIAiION) AND TPf. ALPINE
CONNELTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEPT AS N�TED. APPLY CONNECTORS TO
EACH FALE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITiON CONNECTORS PER
�RAMINGS 160 A-Z. THE SEAL ON THIS DRAMING INDICAIES Af,CEPiANCE OF PROfE5510NAL ENGINEERING
Alpine En ineered Products,�IiC. RESPONSIBILIiY SOLEI� FOR THE iRUSS COMPONENT DESIGN SNOWN. THE SUITABILITV AN� USE OF THIS
Eert�City,MO 63045 COMPONENT FOR ANY PARTICULAR BUILDING IS THF RESPONSIBIU TY OF THE BUILOfNG DESIGNER, GER
ANSI/TPI 1-1995 SECTION 2.
````�oP*pp REGfsl�,�
>��..a�OUG�;��9�0
�� ����
.Z �� �.,
.09��Ma 27 �8,�¢
���oi�,s S�0 N A L��,���C
CO/-/3
TC LL
,T�C� DL
,�
BC LL
TOT.LD.
DUR .FAC
SPACIN�
-�t�n� -
90.0 PSF
20.0 PSF
10.0 PSF
0.0 PSF
120.0 PSF
1 .00
24.0"
10-2-0
Scale =.25" Ft.
REF RB39- -60904
DATE 0'3/27/98
�R W MOUSR639 980327034
MO-ENG CWC/FK
SEQN - 37092
FROM RGP
RGP730 GMAJNUNEZ - H5 19' Common
TOP CHORD 2x6 SPF 1650f-1 .5E
BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :WZ, W3 2x4 SPF #1/#2:
:Lt Wedge 2x6 SPF 1650f-1.5E: :Rt Wedge 2x6 SPF 1650f 1 .5E
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
4X8(R) III
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/968.43 LIVE AND L/653.55 TOTAI LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CNECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
��.�.,
�-J
�60�
IE 4-10-10 _I_ 4-7-6 I_ 4-7-6 _I_ 4- 10-10_=J
� 6-5 1 6-1-13 6-5-1 ��
� 9-6-0 _I_ _ 9-6=_0 _I
19-0-0 Over 2 Supports
R=2616 W=5.5"
R=2616 W°5.5"
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"WARNING'" TRUSSES REOUIRE EBTREME CARE IN FABRICAiION. HANDLING. SHIGGING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRALING), PUBLISHEO PY TCI (TRUSS PLA7E
INSiITU1E, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAGETY PRACTICES PRIOR 0
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNORD SHALL HAVE PROPERLV ATTA
STRUCTURAL GANELS. BOTTOM LHORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j
'IMPORTANT" Fl1RNISH A COPY OF THIS DESIGN TO THE INSTALLAiION CONiRAC70R. ALPINE ENG EE ED
kPR00UCT$. INC. SHALL NOT BE RESPONSIBLE FOR ANY DCVIATION FROM THIS OESIGN; ANY FAILURF TO
� � BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANf7LING. SHIPPING, INS1ALlING AND
BRAU NG OF TRUSSES. iHIS DESIGN LONFORNS WIiH AFOLILABLE 7ROYISIONS OF N�5 (NATIONAL DESIGN
SPECIFICATION FUBLISHED BY THE AMERICAN FORFST ANO �APER ASSOCIATION) AND T['I. A�PINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRdO GAIV. SiEEL EXCEPT AS NOTED. AP7LY CONNECTORS TO
EACH FACE OF iRUSS,�AND UNLESS OTHERWISE LOCATED ON TH(5 DESIGN, VOSITION CONNECTORS PEA
DRANINGS 160 A-Z. 7HE SEAL ON THIS fIRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
Alpine En ineered Products,�OC. RESPONSIBIIITY SOLELY FOR THE TRUSS COMVONENT DESIf,N SHOWN. iHE SUITABfU TY AND USE Of 7HIS
Ealt�Cify,MO 63045 COMPONENT FOR ANY PARi1CU�AR BUILDING IS 7HE RESPONSiBILITY OF THE BUIlD1NG DESIGNER, PER
ANSI/TPI 1-1995 SELiION 2.
``��OP*p0 RE
0�. •'OQU.�
V._l /.
.� p�
:� 0.2 O:
�o•,M a r '9 8,•�
9 . �
���oi�,sS�ONAL��.�V`
CO/-/3/-/E/R/-
T,C LJq 90.0 PSF
�r�L 2 0.0 P S F
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 120.0 PSF
DUR.FAC. 1 . 00
SPACING 24.0"
10-2-0
Scale =.25" Ft.
REF RB39- -60905
DATE 03/27/98
�R W MOUSR839 980327035
MO-ENG CWC/FK
SEQN - 37043
FROM RGP
RGP730-GMA/NUNEZ - H6 22' Special
TOP CHORD 2x6 SPF 1650f 1.5E
60T CHORD 2x6 SPF 1650f-1 .5E
WEBS 2x4 E Softwd Stud :W1 2x6 SPF 1650f-1.5E:
:W2, W6 2x4 SPF #1/#2: :W7 2x4 SPF 1450f 1 .3E:
ALL PLATES ARE 1 .5X4 EXCEPT AS NOTED.
11-5-0
0-8-1
5X14(R) III
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
PREDICTED HORIZONTAL MOVEMENT IS 0.22" DUE TO LIVE LOAD
AND 0.07" DUE TO DEAD LOAD AT ONE SUPPORT.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/832.28 TOTAL LOAO.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
5X12(A1) = `��' ���
L1 b ol
Ll 6 o I
LE 3-6-0 jr 2-9-12�I_ 3-2-0 ��E 3-0 4 �_ 4-9-0 �1_E 4-9=�
r 3-3-4 � 3-2-4�r 3-0-4 4-6-4 � 3-3-0 T 4-9-0
� 3-6-0 _I_ 9-0-0 _I_ 9-6-0 _�
� 6-5 8 T 7-6-8 8 0 0
� 22-0-0 Over 2 Supports —�
R=2976 W=5.5"
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"'�WARNING" TRUSSES REOUIRE E%TREME CARE IN iABRICATION, HAN�LING, SHIPPING, INSTALLING AND
BRAU NG. REFER TO HIB-91 (HAND�ING INSTALLING AND BRAU NG), FUBLISHED 9Y TPI (TRl1SS FLATE
INSTITUTE. 583 D'ONOFRIO DR.. SU[iE 200. MA�ISON, WI 53719). FOR SAFETV PRAC7ICES PRIOR TO
FERFORMING THESE FUNCTIONS. UNLE55 OTHERWISE INOILATED. TOG CHOR� SNALL HAVE PROPERLY ATTACHED
STRULTURAL PANELS, BOTTOM CHORD SHALL HAVE A PP.OPFRLY ATTACHEO RlGlfl CEILING.
"1MPORTANT" FURNISH A C07Y OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
VRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAiION FROM THIS DESIGN: ANY FAILURE T(Y
� � BUILD TNE TRUSSES IN CONPORMANCE WITH TG1; OR FABRICATING. NANDL(NG. SHIPPING, INSTA�LING AND
BRACING Oi TRUSSES. THIS DESIGN CONFORMS HITH AFPLICABLE PROVISfONS OF NDS (NATIONAL DESIGN
SPECIPIC4TION �UBLISHE� BY iHE AMERfCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNFLTORS ARE MADE OF 20GA AS7M A653 GR40 GALV. STEEL, E%LEPi AS NOTED. AP4LY CONNECiORS 70
EALH FACE OF TRU55, AND UNLE55 OTNERHISE LOCATED ON THIS DESIGN, POSITION CONNEC70RS vER
�RAWINGS 160 A-Z. iHE SEAL ON THIS �RAWING INDICAiES ACCEPTANLE OF PROFESSIONAL ENGINEERING
Alpine En ineered Products,�flC. RESPONSIBILITY SOIELY FOR THE TRUSS COMPONENT �ESIGN SHOWN. THE SU174BILITY AND USE Of THIS
EBrt�Clly,MO G3045 COMPONENT FOR ANY PAR7ICULAR BUILDING IS 7HE RESPONSIBIU TY OF THE BUIL�ING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
R=2976 W=5.5"
````�oPrpO REG�Sl�����'
``����p�a�p u G���9�,p�
���Q`�%i0.'L ��:�..'.^�.RJi
:? q✓� :
� 4 ,Mar '9,SfQ;
%9p�.,���� �{F�4,,�J
''���'���iiii i ii���`•
10 PSF LIVE LOAD.
) �
CO/-/3/-/E/R/-
TC LL 90.0 PSF
TC pL ' 20.0 PSF
�� 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
Scale =.25"/Ft.
REF RB39- -60906
DATE 03/27/98
�R W MOUSRB39 980327036
MO-ENG CWC/FK
SEQN - 37046
FROM RGP
RGP730-GMq/NUNEZ - H7 22' Special
TOP CHORD 2x6 SPF 1650f 1.5E
BOT CHORD 2x6 SPF 1650f-1.5E
WEBS 2x4 E Softwd Stud :W1 2x6 SPF 1650f-1.5E:
:W6. W7 2x4 SPF #1/#2:
CONNECTOR PLATES MUST BE DESIGNED & INSTAILED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
11-5-0
0-8-1
5X12 (R) III
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBM[TTED BY TRUSS MfR.
PREDICTED HORIZONTAL MOVEMENT IS 0.21" DUE TO LIVE LOAD
AND 0.07" DUE TO DEAD LOAD AT ONE SUPPORT.
TRUSS DEFLECTION MEETS L/847.79 LIVE AND L/571.29 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
" ",�"' �`�"' ..'� �� ��"�-'•'•"'•S LATERAL BRACING AT 24.00" O.C.
THE BOTTOM CHORD.
5X12(A1) = c�4 ni
I� 6ol
I��I
I_ 3 6-0 � 2-9-12 I 3-2-O��I,E 3 0-4 _�_ 4 9_0 _�_ 4-9-0 _I
� 3-3-4 i 3-2-q 'T 3-0-4 4-6-4 3-3-�` 4-9-0
I_ 3-6-0 _I_ 9 0-0 _ _�_ 9 6 0 ��
�� 6-5-8 � 7 6-8 8-0-0
� 22-0-0 Over 2 Supports �
R=2976 W=5.5"
PLT TYP. A1 ine TPI-95 Desi n Criteria : UBC
'"WARNING' TRUSSES REOUIRE EXTREME CARE IN FARRICATION, HAN�LING, SHIPPING. INS7A�U NG AND
BNACING. REFER i0 H1B�91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS VI.ATE
INSTI7UTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFE7Y PRALTILES PRIOR 70
PERFORMING THESE FUNCiIONS. UNLESS OTHERHISE INDICAiED, i0P CHORD SHALL NAVE PROPER�V ATTACHEO
SiRULTURAL PANELS, BOTTOM CHORD SHALI HAVE A PROPERLY ATTACHCD RIGID CE(LING.
'•IMGORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTA�LA7ION CONTRACTOR. pLFINE ENGINEERED
VRODUCTS, INL. SHALL NOT BE RESPONSiBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
� ' BUILD THE TRUSSES IN CONGORMANLF NITH T�I; OR GABRICAiING, HANDLING, SHIPPING, 1NSTAlLfNG AN�
BRACING OF 7RUSSES. iHIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESiGN
SPECIFICATION VUBLISNED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNELTORS ARE MADE OF 20GA ASTM A653 GRdO GALV. S1EEL, E%CEPT AS NOTED. At'PLV CONNECTORS i0
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS UESIGN, POSITION CONNELTORS PER
DRANINGS 160 A-2. THE SEAL ON 7H1S DRAWING IN�ICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING
Alpine Engineered Products,�11C. RESFONSIBILITY SOLEIY FOR THE TRtISS COMPONENT DESIGN SNOWN. THE SUI7ABIlITY AND USE OF THIS
Earih City,MO 63045 COMPONEN7 FOR ANY VAR7ICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SFCTION 2.
R=2976 W=5.5"
````�OPrpp REG�Sr���I
!40�•�ppuG�,�s 9e"O
, ;�P
a �
�.�fl1J42 �i',
,z � o
��Mar� 98�//f))'' +
�O(!� •��N�`! �\
°�.SS�oH�tE�`.�+`�
CO/-/3/ /E/R/-
TC LL 90.0 PSF
TC DL 20.0 PSF
$����10.0 P S F
�C LL 0.0 PSF
TOT.LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24. 0"
Scale =.25"/Ft.
REF RB39- -60907
DATE 03/27/98
�R W MOUSRB39 980327037
MO-ENG CWC/FK
SEQN - 37049
FROM RGP
RG�,730-GMA/NUNEZ - H8 22' Special Girder
TOP CHORD 2x6 SPF 1650f-1.5E
�OT CHORD 2x8 FL SS :B1 2x6 SPF 1650f 1 .5E:
WEBS 2x4 E Softwd Stud :W6 2x4 SPF #i/#2:
:W7 2x4 SPF 2100f 1.8E:
PREDICTED HORIZONTAL MOVEMENT IS 0.08" DUE TO LIVE LOAD
AND 0.28" DUE TO DEAD LOAD AT ONE SUPPORT.
11-5-0
-8b1
6 r-
6X8(A1) _
12X14(R) III
1.5X3 III
12 (—
W6
3X6i
8X12! /
�—' z.5 8X10%
2X41II B1
%6 HS818(R) Iil
3X10%
THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BV TRUSS MfR.
3 Complete Trusses Required
NAILING SCHEDULE: (12d_box_nails)
TOP CHORD: 1 ROW @ 7" o.c.
BOT CHORD: 2 ROWS @ 4" o.c. (EACH ROW)
WEBS : 1 ROW @ 4" o.c.
REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING
BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/598.72 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CNORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
3X8o� WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
� lZ BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
� MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
------ (IUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00)
TC - From 220 PLF at -1.50 to 220 PLf at 22.00
\ BC From 4 PLF at -1.50 to 4 PLF at 0.00
BC - From 20 PLF at 0.00 to 20 PLF at 22.00
6 �— BC - 6533 LB Conc. Load at 14.00
BC - 1680 LB Conc. Load at 15.44
2X8111 BC - 1680 LB Conc. Load at 17.44
BC 1680 LB Conc. Load at 19.44
BC - 1680 LB Conc. Load at 21.44
HS514(F2) ��
�? 6 o_I
L 3-6-0 � 2-9-12�, 3-2-0 IE 3-0 4 _�_ 5-6-0 �I 4-0-0 I
� 3-4-4 3-1-4 T 3-p q�T 4-6-4 � 4-0-0 � 4-0-0
� 3-6-0 _�_ 9-0-0 I 9-6-0
6-5-8 7-6-8 � 8-0-0
�E 22-0-0 Over 2 Supports ��
R=6370 W=5.5"
PLT TYP. A1 ine,Ni h Stren th TPI-95 Desi n Criteria: UBC
"WARNING"^ iRU55ES REOUIRE E%TREME LARE IN fABRICATION, HAN�LING, SHI7FING, IN;TALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED B� TPI (iNUSS GLA7E
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), fOR SAFETY CRACTiCES PRIOR i0
FERFORMING THESE FUNLTIONS. UNLE55 OTHERWISE INDICA7E�. 70C CHORO SHALL HAVE VROGERIY �ktNED
SiRUCTURAL PANELS, BOT70M CNORD SHALL HAVE A PROPEP.LY ATTACHED P.IGIO CEILING. � ��L
"IMPORTANT�'^- FURNISH A COPY OF THIS DESIGN TO THE INSTAILAiION CONTRALTOR. ALPINE FNGINFERED
PRODUCTS, INC. SHALL NO7 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS �ESIGN; ANY FAILURE TO
� � BUILD THE 7RUSSES IN CONFORMANLE WITH TPt; OR FABRICATING, HANDLING. SHIFPING, INSTA�U NG AND
BRACING OF iRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE �ROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION VUBLISHED BY THE AMERICAN FOREST AN� PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MA�E OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEP7 AS NOTED. APPLY CONNECTORS TO
EACH FACE OF iRUSS, AND UNLESS OTHERNISE LOCATE� ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON iHIS DRAMING IN�ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
Alpine En ineered Products,�OC. RESFONSIB R ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIIITY AND USF. OF THIS
Eart�Clty,MO 63045 COMFONEN7 FOR ANY FARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING �ESIGNER. PER
AN51/TPI 1-1995 SELiION 2.
R=12499 W=5.5"
�� o�.• .. .,F _,,
!��. •�pUG� .:q�.
o:� �+s..o
a��2�-oY
9•. �'�6�' z 7 '�B�4Q
��oi�sS�ONALE�,�\��
TC LL
T C�,.f)L
�' 6 l�l D L
BC LL
TOT. LD.
DUR.FAC
SPACING
_�t�tt� _
90.0 PSF
20.0 PSF
10.0 PSF
0.0 PSF
120.0 PSF
1 .00
24.0"
Scale =.25"/Ft.
REF RB39- -60908
DATE 03/27/98
�R W MOUSR839 980327038
MO-ENG CWC/FK
SEQN - 37052
FROM RGP
RGP,730-GMA/NUNEZ - H9 13' 10"8 Cathedral
TOP CHORD 2x6 SPF 1650f-1.5E
�30T CHORD 2x6 SPF 1650f-1.5E
WEBS 2x4 E Softwd Stud :W4 2x4 SPF #1/#2:
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CNORD CHECKED FOR 10 PSF LIVE LOAD.
11-5 0
0-8-1
8X10°
3X12(A1) = 1.`��' °�
)
THIS �WG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS DEFLECTION MEETS L/404.88 LIVE AND L/272.28 TOTAL LOAD.
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (Z) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1620.89 LBS.
1.5X3111
5-1-1
I� 6ol
� 3 6-0 � 3_9-�2 � 66?11-14 I1 �e' 2
3-4-4
� 3-6-0 ,I_ 9-0-0 � �
6-5-8 T 7-5 0
13-10-8 Over 2 Supports -�
R=2045 W=5.5" R=1621 W=3.5"
PLT TYP. Al ine TPI-95 Desi n Criteria: UBC
"'NARNING'�' TRUSSES REOUIRE ENTHEME CARE IN fABRICA7tON, HANDI.ING. SHIPPING, INSTALU NG AN�
BRACING. REFER TO HIB-91 (MANDLING INSTALLING AND BRACING), PUHLISMED BY 7P1 (iRUSS PLATE
IN57]TUTE. 583 0'ONOFRIO DR., SUITE 200, MAOISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFDRMING TNESE FUNCTIONS. UNLESS OiHERWISE ]NDILATED, T07 CHORD SHALL NAVE PROPERLY T �HED
STRULTURAL PANELS. BOTTOM CH�RD SHALL HAVE A PROPERLY AT7ACHED RIGiD CEILING.
"IMPORTANT•' FURNISH A COPY OF THIS OESIGN TO 7HE INSTA�LATION CONTRACTOP. ALPIN� N 1�
^PRODUCTS, INC. SHALL NOT BE RES70NSIBLE FOR ANV DEUTATION fROM 7HIS DESIGN; ANY FAILURE 10
� � BUILD THE TRUSSES IN CONFpRMANLE WITH TP1; OR FABRICAiING, NANOLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS �ESIGN CONFORMS WITH APPLICABLE 7ROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICA7ION CUBIISHEO flV THE AMERICAN FOREST AND PAPER ASSOCIATIDN) AND TP1. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EaCEPT AS NOT[D. APPLY CONNELTORS TO
EACH FACE OF iRU55, AND UNLESS OTHERWISE LOCAiED ON THIS UESIGN, POSITION CONNECTORS PEP,
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING IN�ICATES ACCEPTANLE OF PRO�ESSIONA� ENGINEERING
Alpine Engineered Products,�i1C. RESPONSIBILIiV SOIELY FOR iHE TpUSS COMPONENT �ESIGN SHOWN. THE SUITABILIiY AND USE OF THIS
Eaflh Ci�y,MO 63045 COMDONENT FOR ANY PARTICULAR BUILDING IS THE RESGONSIBILITY OF iNE BUI�DING DESIGNER, PFR
AN51/iPl 1-1995 SECTION 2.
�� 0� � •�F ��
�p��pOUG�4 i�.o:
s+
:q��,��f�,�.;�.�
�R7 �'�ay�r� O:
/Z �i% O;
9 . �7�r 2 7 '9A�4Q
jO�(P� •���N�'��1��\
���i�sS�ONAI��,�V`�
CO/-/3/-/E/R/-
T ,� LL 90.0 PSF
DL 20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
Scale =.25"/Ft.
REF R639- -60909
DATE 03/27/98
�R W MOUSR639 980321039
MO-ENG CWC/FK
SEQN - 37055
FROM RGP
TOP CHORD 2x6 SPF 1650f-1.5E
'BOT CHORD 2x4 SPF 1450f-1.3E
WEBS 2x4 E Softwd Stud :W1 2x4 SPF #1/#2:
:Lt Wedge 2x4 E Softwd Stud: :Rt Wedge 2x4 E Softwd Stud:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
4X8(R) III
fifi€f1- .
TRUSS DEFLECTION MEETS L/888.54 LIVE AND L/674.11 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
1.1 6 0l
7-3-0
8X8(F5) �
�
�--7-3-0 —�— —7-3-0—�
�-14-6-0 Over Continuous Support —�
R=286 PLF W=14-6-0
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"WARNING"" TRUSSES REOUIRE ERTREME CARE IN GABRICATION, HANOLING, SNIPPING, INSTALLING AND
BRACING. RFiER TO HIA-91 (HAN�LING INSTALLING AND BRACING), VURLISHED BY TPI (TRUSS PLATE
lNSTITUTE, 583 D'ONOFRIO DR.. SUI7E 200, MA�ISGN, WI 53719). POR SAFETV PRACTICES PRIOR T���O///
PERFORMING TNESE FIINCTIDNS. UNLESS O7HERWISE INDI[ATED, TOP CHORD SHAL� HAVE PROPEP.LY ATTAL�
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PPOPERLV ATTACHE� RIGI� CEILING.
**IMPORTANP" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONiRACTOR. AIPINE ENGINEEPED
PRODUCTS. INC. SHALL NOT BE RESPONSIPLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
� � BUILD iHE 7RUSSES IN CONFORMANCE MITH TPI; OR FABRICATING, HANOLING, SHIPPING. INS7pLLING AND
BRALING OF TRUSSES. THIS OESIGN CONFORMS WITH A7PlICABLE PROVISIONS Of NDS (NATIONAL DESfGN
SPEUFICATION PUBU SHEO BY THE AMERICAN FOREST AND FAPER ASSOCIAitON) AND iPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4. STEEL. E%CE7T A; NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNlESS OTNfRWISE LOCATED ON 7HIS �ESIGN. POSITION CONNECiORS PER
DRAWINGS 160 A-Z. iHE SEAI ON THIS ORAWING INDICATES AUEPTANCE OF PROFESSIONAL ENGINEERING
Alpine En$ineered Products,�f1C. RESPONSIBILITY SOLELY FOR TNE TRUSS COMCONENT DESIGN SNOWN. THE SUITARILITY AND I15E OF TNIS
Earth City,MO 63045 COMPONENT fOR ANV PAR7ICULAR BIIIL�iNG IS THE RESPONSIBILITY OF THE Bu1LDING DESIGNER, PER
ANSI/TGI 1-1995 SEC7IDN 2.
�
4q�•,M a r 2 7�''�9��Q
i�� � •�������\��\
���i.�,s S�O N A L���:���`�
CO/-/3/-/E/R/-
TC LL 90.0 PSF
T�`_D�" 20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 120. 0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
7-11-0
Scale =.25"/Ft.
REF RB39- -60910
DATE 03/27/98
�R W MOUSR839 980327040
MO-ENG CWC/FK
SEQN 37073
FROM RGP
(R6�D730 GMA./NUNEZ - ,77 13'9"
TOP CHORD 2x6 SPF 1650f-1.5E
BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W2 2x4 SPF #1/#2:
:Lt Slider 2x4 E Softwd Stud: BLOCK LENGTH = 2.412'
:Rt Slider 2x4 E Softwd Stud: BLOCK LENGTH = 2.412'
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
7-11-0
�
1-0-9
�
4X8(R) III
�F€B-��ro�ii�s�Mro.
TRUSS DEFLECTION MEETS L/999 LIVE AND L/287.23 TOTAL LOAD.
IN LIEU OF RIGID SHEATNING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
CONNECTOR PLATES MUST BE DESIGNED & INSTAILED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
8X8(F3) %
�ER AT LEFT END OF TRUSS FOR 1649.99 LBS.
�ER AT RIGHT END OF TRUSS FOR 1649.96 LBS.
8X8(F3) �
� 3-5-4 �_ 3-5-4 3 5 4 _I_ 3-5-4 _�
� 6-10-8 � 6 10-8
� 6-10-8 ��E 6-10-8 _I
R=1650 W=3"
13-9 0 Over 2 Supports
R=1650 W=3"
PLT TYP. A1 ine TPI 95 Desi n Criteria: UBC
'"WARNING" TRUSSES REOUIRE E%TREME CARE IN iABRICATION, HANOLING, SHIPPING, INSTALLING ANC
BRAU NG. REFER TO N16�91 (HANDLING INSTALLING AN� ARACING), GUBU SHED PY TPI (TRUSS VLATE
INSTITl17E, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719J, FOR SAFEiY PRACTILES PRIOR TO
PERFORMING iHESE FUNCiIONS. UNLESS OTHERWISE lNDICATED, lOP CHORD SHALL HAVE PROPER�Y ATTACHFD
STRUCiURAL PANELS, BO7TOM LHORD SHALL HAVE A PR[1PERLY ATTACHED R1GID CEILINf,.
""IMPpRTANT" FURNISH A COGY Oi THIS �ESIGN TO THE INSTALLA710N CONTRACTOR. ALPINE ENGINEEREI
PRO�ULTS, INL. SHALL NOT BE RESPONSIBLE FOR ANY �EVIATION FNOM THiS DESIGN; ANY FAILUPC T
� � BUIL� 7HE TRUSSES IN CONFORMANCE HITH iPl; OR FABRICATING, HANOLING, SHI7PING, IN5T.4LLING A�
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NDS (NAiIONAL �ESIGN
SPECIFILATION PUBLISHE� BY THE AMERICAN FOREST ANU PAPER ASSOCIA7ION) AND TPI. ALPiNE
CONNECTORS ARE MA�E OF 20GA AS7M A653 GR40 GALY. S7EEL, E%CEPT AS NOTED. APPLY LONNELTORS TO
EACN FACE Of TRUSS, AND UNIESS OTHERWISE LOCATED ON THIS UESIGN, POSITION CONNECTORS PER
ORAWINGS 160 A-Z. THE SEAi. ON THIS �RAWING (NDfCATES ACCE7TANCE OF PROFESSIONAL ENGINEERING
Alpine En ineered Products,�110. RESPONSIBILITY SOLELY FOR iHE TRUSS COMCONENT DESiGN SHOWN. THE SUI7APILITY AND USE OF 7HIS
Eart�Cl�y,MO 6.iO4S COMP�NENT FOR ANY PARiICULAR BUILDING IS THE RESPONSIBIt RY OF THE BUILDING DESIGNER. PER
ANSIJTPI 1-1995 SECTION 2.
�
1-0-5
�
.�o�' � '
,VO\•:a�pUG(�9
'T� .265�
4qp�Mar� '
,����i�,ss�ONAtb1
CO/-/3/-/E/R/
TC LL 90.0 PSF
�TC DL� 20.0 PSF
°[� � 10.0 P S F
BC LL 0.0 PSF
TOT. LD. 120. 0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
Scale =.375"/Ft.
REF RB39- -60911
DATE 03/27/98
�R W MOUSRB39 980327041
MO-ENG CWC/FK
SEQN - 37070
FROM RGP
�..L
TOP CHORD 2x6 SPF 1650f-1.5E
BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W2, W5, W8 2x4 SPF #1/#2:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
PROVIDE HANGER AT LEFT END OF TRUSS FOR 1649.99 LBS.
7X8=
�
2-1-0
�
4X8(R) �II
ur��:��.�.�;�a:a�
TRUSS DEFLECTION MEETS L/625.88 LIVE AND L/417.25 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAI BRACIN6 AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1650.00 LBS.
2X81II 8X12- 8X12= 2X81II
���2-1-8��_ 4-9-0 I 4-9-0 L 2-1 8
2-3-0 � 4-7-8 �iE 4 7-8 � 2-3-0�
E 13-9-0 Over 2 Supports �
R=1650 W°3"
7X8=
R=1650 W=3"
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
'�"WARNING"' TRUSSES REOUIRE E%iREME CARE IN fABRICAT]ON, NANOLING, SHIPC(NG. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PURLISHED B� 7P1 (TRUSS PLATE
INSTITU7E, 583 �'ONOFRIO DR., SUITE 200, MA�ISON, WI 53719). FOR SAFEIY PRACTICES FR10R i0
PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVF FROPEP�Y ATTACHE�
STRUCTURAI PANE�S, BOTTOM CNORO SHALL HAVF A PROPERLY ATTACHED RIGID CCILING.
"'IMPORTANT`" Fl1RNISH A LOPV OF THIS DESIGN i0 THE INSiALLATION CONTRACiDR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESGONSIBLE FOR ANY DEVIAiION FROM 7HIS DESIGN; ANY FAR URE TO
� ' BUIL� THE TRUSSES IN CONFORMANLE HITH TPI; OR FABRILATING, HANDLING, SHIPPING, INSTALLfNG AND
BRACING OF TRUSSES. THIS �ESIGN LONFORMS WITH APGLICABLE PROVISIONS Of NDS (NA�IONAL DESIGN
SPECIFILATION VUBLISHED BY THE AMERICAN iOREST AND PAVER dSSOCIATION) AND TVI. AIPINE
CONNECTORS ARE MA�E OF 20GA ASTN A653 GR40 GALV. STEEL, E%CEPT AS NOTED. A�PLY CONNECTORS TO
EACH FACE OF 7RUSS, AND UNLESS OTHERWISE LOCA7E0 ON THIS �ESIGN, POSITION CONNELTORS PER
�RAWINGS 160 A-Z. iHE SEAI ON THIS DRAWING INDICATES ALLEP7ANCE OF PROFESSIONAL ENGINEERING
Alpine Engineered-Products,II1C. RESVONSIBILITY SOLEIY FOR THE TRUSS COMPONENT DESIGN SHOWN. iNE SUITABIIiIY AND USE OF iHIS
Earth City,MO 63045 COMPONENi FOR ANY PARTICULAR BUIIDING IS 7HE RESPONSIBILI7Y OF THE BUILDING DESIGNER, PER
AN51/TPI 1-1995 SECTION 2.
�
2-1-0
�
;��;:��.
:�
.i No.265�Y
9�•.Mar 27 '
' O
����4�,SS�ONALE\
0
CO/-/3/-/E/R/-
TC LL 9 .0 PSF
,TC��.O PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120. 0 PSF
DUR .FAC . 1 .00
SPACING 24.0"
6-10-0
Scale =.375"/Ft.
REF RB39- -60912
DATE 03/27/98
�R W MOUSR839 980327042
MO-ENG CWC/FK
SEQN - 37067
FROM RGP
�n��
TOP CHORD 2x6 SPF 1650f-1 .5E
BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W2, W5, W8 2x4 SPF #1/#2:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REOUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
PROVIDE HANGER AT LEFT END OF TRUSS FOR 1650.00 LBS.
3-1-0
II
4X8(R) III
��l`ii7lCiiSI3�
TRUSS DEFLECTION MEETS L/999 LI�E AND L/812.09 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1650.00 LBS.
2X81II HS514= HS514� 2X81II
� 4-3-p —I_ 2-i-8 �TE 2-7-8 �� 4-3-p —I
� 13-9 0 Over 2 Supports —�
R=1650 W=3"
R=1650 W=3"
PLT TYP. A1 ine,Hi h Stren th TPI-95 Desi n Criteria: UBC
"WARNING"' TRUSSES REOUIRE E%TREME CARE IN FABRICAiION, HANOLINf,, SHIPVING, INSTALLING dND
BRACING. REFER T� HIB-91 (HANDLING INSTALLING AND BRALING). PUBLISHCD BY TDI (iRUSS PLAiE
INS7ITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), fOR SAFETY PRACLICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORO SHA�L HAVE PROPERIY AT7ACHE0
STRUCTURAL PANElS, BOTTOM LHOR� SHALL HAVE A PROPERLY A7TACHE� RIfID [FfI.ING.
"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO 1HE INSTA�LATfON CONTRAL70R. ALPINf ENGINEEjPi
PRODUCiS. INC. SHALL NOT BE RESPONSIBLE FOR ANV �EVIATION FROM THIS �ESIGN; ANV FAILURE 10
� ' BUILD THE TRUSSES IN LONFORMANCE WITH T7I; OR FABRICA7ING, HANDLING, SHIf'PING, INSTALLING AND
BRACING OF TRUSSES. THfS DESIGN CONFORMS WITH A�P�ILABLE PROVISIONS Of NDS (NATIONA� DESIGN
SFELIFICA710N PUBU SHED BV THE AMERICAN FOREST AND VAPER ASSOU ATION) AND 7PI. ALVINE
LONNEC70R5 ARE MA�E Of 20fA ASTM A653 GR40 GALV. STEEL, E%CEGT AS NOiED. AVVLY LONNECTORS TO
EACH fACE OF TRUSS, AN� UNLESS OTHERWISE IOCATED ON iHIS UESIGN, GOSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING
Alpine EnBineered Products,�fiC. RESPONSIBIU TY SOLELY FOR THE iRUSS COM70NENT �ESIGN SHOWN. TNE SUIiAB1LITY AN� USE OF THIS
Earth Clfy,MO 63O4S LOMPONENT FOR ANV PARTICULAR Bll1LDING IS THF RESOONSIBILI7V OF THE BUILDING DESIGNER, PEP
ANSI/TPI 1-1995 SELT[ON 2.
I
3-1-0
,,�P►a�v� ��,�F���i
��•P20puG�qs 96•�Z
� /�;� -
o•
:$►-r�o.2esdsr;o J.-�`;,
�
��M a 2 7 %J'��,``���
. ��'•••N��.���
CO/-/3/ /E/R/-
TC LL 90.0 PSF
TC DL 20.0 PSF
�!� 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
5-10-0
Scale =.375"/Ft.
REF R639- -60913
DATE 03/27/98
�R W MOUSRB39 980327043
MO-ENG CWC/FK
SEQN - 37064
FROM RGP
. ,
TOP CHORD 2x6 SPF 1650f-1.5E
BOT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W2, W7, W12 2x4 SPF #1/#2:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
PROVIDE HANGER AT LEFT END OF TRUSS FOR 1649.99 LBS.
4-1-0
r�
4X8(R) III
1OX10% �
�e�.e�„a.�:.�
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACNED TO THE BOTTOM CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1649.99 LBS.
2X8111 6X6(R) III —1 6 6 �X$_ 6X6(R) III 2X8 ill
7X8=
7X8(R) III
� 6-1-8 _j 9 00 9� 6 1-g �
6-3-0 � ��� 6-3-0
j� 13-9-0 Over 2 Supports �
R=1650 W=3"
R=1650 W=3"
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
*'WARNING"' TRUSSES REOUIRE E%TREME CARE IN FABRICATION. NANDLING. SHIPPING. INSiA�LING AN[
BRALING. REFER TO HIB-91 (HANOLING INSTALLING AN� BRACING). PUBLISHED AY TPI (TRUSS PLATE
INS7�TUTE. SA3 D'ONOFRIO DR., SUI1E 200, MADISON, WI 53719), FOR SAFEIY PRACTICES PRIOR TO
PFRFORMING THESE FUNCTIONS. UNLESS OIHERWISE INDILATE�, T07 CHORD ShIALL HAVE GROPERLV ATTACHED
S7RUCTURAL PANELS. BOTTOM LHORD SHALL HA4E A 7ROPERLY ATTACHED PIGID CEILING. �
'*iMPURTANT•�" FURNISH A COPV OF THIS DESIGN TO iHE INSTALLAiION CONTRAC70R. ALPINE FNGINEFQE�.
VRODUCTS, INC. SHALL NOT BE RES70NSIBLE FOR ANV DEVtAT10N GROM THIS DESIGN; ANV FAILURE 10
� � BUILD THE TRUSSES IN C(1NFORMANLE WITH TPI; OR FABRICAT�NG. HANDLING, $HIPPING, INSTAILING AND
BRACING OF 7RUSSES. TH1S DESIGN CONFORMS N1Tt1 AP7LICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY iHE AMERICAN FOREST AND PAGER ASSOCIA710N) AND TP1. ALPINE
CONNECTORS ARE MADE OF 20GA ASiM A653 GR40 GA�U. STEEL, EMCEPT AS NOTEU. AGPLV CONNEC70R5 TO
EACH FALE OF TRUSS, AND UNLE55 OTHERWISE LOCATED ON THIS DESIGN, POSITI9N LONNEC70R5 PER
DRAWINGS IFO A-Z. THE SEAL ON THIS �RAWING INDICATES ACCEPTANCE 0� PROFESSIONAL ENf,INEERING
Alpine Engineered Products,�rlC. RESPONSIBILITY SOLELV FOR TNE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB]LITY AN� USE OF THIS
Earth City,MO 63045 COMPONENT f"OR ANY PARTICUTAR BUILDING IS THE RESPONS[BILITY OF THE BU R�ING DESIGNER, GER
ANSI/TPI 1-1995 SELTION 2.
4-1-0
_ -'(C
•'�puG�'•�9
� '�s•..
: f:
90�M� 27
'���I/�ss��i��l
CO/-/3/-/E/R/-
TC LL 90.0 PSF
TC� DL fj 20.0 PSF
���� 10.0 P S F
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
4-10-0
Scale =.375"/Ft.
REF RB39- -60914
DATE 03/27/98
�R W MOUSR839 980327044
MO-ENG CWC/FK
SEQN - 37061
FROM RGP
. ,
,�„
TOP CHORD 2x6 SPF 1650f-1.5E
'BOT CHORD 2x8 FL SS
WEBS 2x4 E Softwd Stud :W1, W7 2x4 SPF #1/#2:
:WZ, W6 2x4 SPF 1450f-1.3E:
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RI6ID SHEATNING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
SPECIAL LOADS
- — - (LUMBER DUR.FAC.=1 .00 / PLATE DUR.FAC.=1.00)
TC - From 220 PLF at 0.00 to 220 PLF at 13.75
BC From 830 PLF at 0.00 to 830 PLF at 13.75
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE HANGER AT LEFT END OF TRUSS FOR 7218.75 LBS.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 7218.75 LBS.
ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE
REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIME�
TO AVOID PONDING.
I
4-8-8
2 Complete Trusses Required �
NAILING SCHEDULE: (12d_box_nails)
TOP CHORD: 1 ROW @ 9" o.c.
BOT CHORD: 1 ROW @ 3" o.c.
WEBS : 1 ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE '
WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE
USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS
FABRICATOR.
1OX10=
1.5X4111
3X4(R) III
1OX10=
4X6 III
1OX14=
8X10=
4X6 III
4-8-8
0 3 8 4-3-8 _IE 4-7-0 4 7 0 `�
0�8 4-3-8 4 7 0 � 4-5-4 0�� 12
-13-9-0 Over 2 Supports --�
R=7219 W=3" R°7219 W=3"
PLT TYP. Al ine TPI -95 Desi n Criteria: UBC
"WARNIN6" TRUSSES REOUIRE E%1REME CARE IN FABRICATION, HANDLING, SHIP�ING, INS7ALLING AND
,BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN� BRACING), PUBLISHE� BY TP1 (TRUSS PLATE.
INS7ITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRALTICES PRIOR/,,`('J
PER�ORMING THESE FUNCTIONS. UNLE55 OTHERWISE INDICATED, 70G CNORD SHALL HAVE PROPERLY A7TAAt01
STRULTURAL PANELS, BOTTOM CHORD SHALL HAVE A FROFERLY A7TACNE� RIGI� CEfLING.
'"IMPORTANT""� Ft1RNISH A COPY OF THIS DESIGN TO TME INSIALLATION CON7RACTOR. ALPINE ENGINEERED
PRODULTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIAiION FROM iFiIS �ESIGN; ANY FAILURE TO
� � BUILD THE TRUSSES IN LONFORMANCE WI7H TPI; OR FABRICATING, HANDIING, SHIPPiNG. IN;7ALLING AND
BRACING OF iFUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAiIONAL DESIGN
SPEUFICATION PUBIiSHED BY THE AMERICAN FOREST AND PAPER ASSOC[ATION) AND TGi. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXLEGT AS NOTED. APPLY CONNELTORS TO
EACH FALE OF iRUSS, AND UNLESS OTNERHISE LOCAiFD ON THIS UESIGN, P0517ION CONNECTORS PCR
DRANINGS 160 A�Z. THE SEAL ON THIS �RAWING INDILA7ES ACCEPTANCE OF PPpFESS10NAl ENGINEERING
Alpine Engineered Products,�I1C. RESPONSIBILITY SOLELV FOR THE TRUSS COMPONENi DESIGN $HOWN. THE SUITABILITY ANO USE OF THIS
Eafih City,MO 63045 COMPONENT FOR ANY 7ARTICULAR BUILDING IS THE RESPONSIBILITY OF 7NE BUILDING �ESIGNER, PER
AN51/TP1 1-1995 SECTION 2.
��gni i�sv
.�`�o�'i' • �SrF''.
� OuG,� 9F�
af1 P11.O lc�A1S O
:o N6 2�;
•Z O;
'Q9�•�Mar 27 '98 tv
�'O ���������\��\
��4�SS�ONAL��6��``�
CO/-/3/-/E/R/-
TC �LL: 90. 0 PSF
' C�"DL� 20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
�
I
4-8-8
Scale =.25"/Ft.
REF RB39- -60916
DATE 03/27/98
�R�^f MOUSRB39 980327045
MO-ENG CWC/FK
SEQN - 37058
FROM RGP
. .
TOP CHORD 2x6 SPF 1650f-1.5E
BOT CHORD 2x6 SPF 1650f-1.5E
WEBS 2x4 E Softwd Stud :W2 Zx4 SPF #1/#2:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
ALL PLATES ARE 1.5X4 EXCEPT AS NOTED.
4
4X8(R) �I�
. o��rr�.:.�
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CNECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
��
1� 601
� 4-0-15 _I_ 3-11-1 �IE 3-11-1 _I_ 4-0-_.15 ,�
a o-o r a o o �
�--a-o-o�E 8-0 0-�
R=2279 W=5.5„
16-0-0 Over 2 Supports
R=1904 W=5.5"
PLT TYP. Al ine TPI -95 Desi n Criteria: UBC
*`WARN[NG"" TRUSSES REOUIRE E%TREME CARE fN FABRICA7ION, HANDLING, SHIPPING. INST4LLING AND
BRACING. REFER TO HIB-91 (HANDLING INSiALLING AND ARACING), CUBLISHED BY TPI (iRUSS 7LATE
INSTI7UTE, SB3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFEiY FRACTICES GRIOR TO
�ERfORMING THESE FUNCTI�NS. UNLESS OTHFRWISE INDILATED. i0P LHf1RD SHAIL HAVC PROPERI.Y ATT� D
STRUCTURAI PANELS, BO7TOM CHORD SHA�L HAVE A PROPERLY AITACHED RIGID CEI�ING. �
"IMPORTANT" FURNISH A C�PY OF THIS DESIGN TD THE IN;TALLATI(�N CONTRALTOR. ALPINE FJlGI (�A
�PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY �EVIA7ION FROM iHIS DESIGN; ANV FAILURE i0
� � BUIL� iHE TRUSSES IN CONFORMANCE WI7H iPl; OR FAORICAIING, HpNDLING. SHIPPING, INSIALLINf, AND
BRACING OF TRUSSES. THIS DESIGN CUNPORMS WI7H APGLICABLE PHOVISIONS OF NDS (NATIONAL DESIGN
SFEUFILATION PUBLISNED BV THE AMERICAN fOREST AND PAPER ASSOCIATION) AND TPI. AIPINE
CONNECTORS ARE MADE OP 20GA ASTM A653 GR40 GALV. STEEL, EXLEGi AS NOTED. APPLY CONNELTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON iHIS DESIGN, POSITION CONNECTORS PER
�RAWiNGS 160 A-Z. THE SEAL ON TNIS DRAWING INDICATES ACLEPTANCE Oi PROFESSIONAL ENGINEERING
Alpine En&ineered Products,�flC. RESPONSIBIU TY SOLELY FOR THE iRUSS LOMPpNENT �ES(GN SHOWN. THE StIIiABILITY AND USE OF TNIS
EartllClty,MO 63045 COMPONENT FOR ANV VARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUIlOING DESIGNER, FER
ANSI/TPI 1-1995 SECTION 2.
l� �
.�-�,o�; �• :�F9�
VO�aO� GC .FQ
�S•
, P /
,�O /•/��0�.
2
f O;
v '.Ma,/~,•f' '99��4
, p [O`c i •
�i�(t'��'��N�• \��
���i SS�ONAL���:����
CO/-/3/-/E/R/-
TC LL 90.0 PSF
TC L 20.0 PSF
DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR.FAC. 1 .00
SPACING 24.0"
8-8-0
�
Scale =.25"/Ft.
REF RB39- -60918
DATE 03/27/98
�R W MOUSRB39 980327046
MO-ENG CWC/FK
SEQN - 37079
FROM RGP
. � �
TOP CHORD 2x6 SPF 1650f-1.5E
130T CHORD 2x6 SPF 1650f-1.5E
WEBS 2x4 E Softwd Stud :W2 2x4 SPF #1/#2:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
4X8(R) III
TRUSS DEFLECTION MEETS L/999 LIVE AND L/643.91 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
�..��.��.
�
L� 6oJ
LE 4-0-15 8_I�_O 3-11-1 �� 3 11-1 8 l0 0 4-0-15 �
r
�--a-o-o � a o-o-�
� 16-0-0 Over 2 Supports - —�
R=2279 W=5.5" R=1897 W=5.5"
PLT TYP. A1 ine TPI -95 Desi n Criteria: UBC
°'WARNING" TRUSSES REOUIRE E%7REME CARE IN FABRICATION, HANDLING, SHICPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HAN�LING [NSTALL[NG AND BRACING), PUBLISHED BY TGI (TRUSS PLATE
INSTITUTE, 583 �'ONOFRIO DR., SUITE 200. MADISON, NI 51719). F00. SAFETV PRACTICES PRIOR i0
FERFORMING THESE FI)NC710NS. UNLESS OTHERWISE INDILATED, TOP CNOR� SNALL HAVE GROPERLY ATTACHED
STRUCTURAL PANELS, BOiTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. �/ �
"IMPORTAN7" FURNISH A LOPY OF iHIS DESiGN TO 7HE INSTALLATION CONiRAL70R. ALPINE ENGJ�E�Il�F?i
GRODUCTS, INC. SHALL NOT BE RE570NSIBLE fOR ANV �EVIATION FROM THIS �ESIGN; ANY iAIIURE 10
� � BUILD THE TRUSSES IN CONFORMANCE WITH TFI; OR FABRICAIING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WI7H ACCLICABLE PROVISIONS OF NDS (NATIONAL �ESIGN
SPECIFiCAT10N PUBLiSHEO BY THE AMERICAN FOREST AND PAPFR ASSOLIATION) AND 1P1. AIPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. S7EEL, E%CEPT AS NO7ED. A7PLY LONNECTORS TO
EACH FALE OF TRUSS, AND t1NlESS OTHERWISE LOCATE� ON THIS �ESIGN, POSIi(ON CONNEL70R5 PER
DRAWINGS 160 A-Z. THE SEAI ON THfS DRAWING IN�ICATE; ACCE�TANLE OF PROFESSIONAi. ENGINEERING
Alpine Engineered Products,lnc. RESPONSie��iTV SOLE�Y FOR TNE TRUSS COMPONENT �ESIGN SHpNN. THE SUITABILI7Y AN� USE OF THIS
Eerth City,MO 63045 C�MPONENT FOR ANV PARi1CULAR BU[I�ING IS THE RESPONSIBILITY OF THE BUIL�ING DESIGNER, FER
ANSI/TPI 1-1995 SECTION 2.
�
�L• � I'•
��`ff % ...�'F.�"y /f
_ .O �`O� +
;: ; o. �
�
��09 ar �';9����
0,�, • �4��
�ii E•s•• ���••�G\�`�\
'''''''��O/����t,���
�u/ -��/ -/t/rc� -
TC LL 90.0 PSF
�� 20.0 PSF
� 10.0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
8-8-0
Scale =.25"/Ft.
REF RB39- -60919
DATE 03/27/98
�R�f MOUSRB39 980327047
MO-ENG CWC/FK
SEQN - 37076
FROM RGP
• �� •
�
TOP CHORD 2x6 SPF 1650f-1.5E
�OT CHORD 2x4 SPF #1/#2
WEBS 2x4 E Softwd Stud :W1 2x4 SPF #1/#2:
:Lt Wedge 2x4 E Softwd Stud: :Rt Wedge 2x4 E Softwd Stud:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
ALL PLATES ARE 1.5X4 EXCEPT AS NOTED.
12 (—
8X8(F5} '���"��6
�1-�
4X6(R) III
1
� 12
6 \
�
����������������������������������������
6X6(R) III
6-9-0
-�� .
TRUSS DEFLECTION MEETS L/999 LIVE AND L/866.95 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
8X8(F5) �
�� 6 01
�6-9-0 ��E 6 9 0—�
�--13-6-0 Over Continuous Support �
R=290 PLF W=13-6-0
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
"WARNING" TRUSSES REOUIRE E%TREME CARE IN fABRICATION, HANDLING, SHIPGING, INSTALLING AND
BRACING. REFER TO HIB-91 (HAN�LING INSTALLING AND BRACING), PUBLISHE� BY TPI (TRUSS PLAiE
INSiITU7E, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAfEiY PRAL710E5 PRIOR TO
PERFORMtNG THESE FUNCTIONS. UNLESS O7NERWISE INOICATED. TOG CNpRD SHALI HAVE PR07ERLY ATIACHCD
STRUCTURAL FANELS. ROTTOM LHORD SHALL HAVE A PROFERLY ATiACIIE� RIGID LFILING.
*IMPORTANT'" FURNISH A LOPY OF iHIS DESIGN TO THE iNSTALLA�ION CONiRACiOR. ALPINE ENGINEE f
VRODUCTS, INC. SHALL NOT BE RESPONSIBLF FOR ANY OEVIATfON FROM 7HIS �ES1f,N; ANY FAILUR T�
� � BUILD THE TRUSSES IN CONFORMANCE WITH T7I; OR FABRILAi1NG, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONfORMS WITH APPLILAqLE PROVISIONS OF N�5 (NAiI�NAL DESIGN
SPECIFICATION PUBLISHED BY THE AMEAICAN FOREST AND VAFER ASSOCIAiION) AND 7P1. AIPINE
CONNEC70RS ARE MADE OF 20GA ASTM A653 GRaO GALV. S1EEL, E%CEP7 AS NOiED. APPLY CONNEC70RS TO
EACH FACE OF TRUSS, AND UNIESS OTHERWISE IOLATEO ON iNIS DESIGN, POSITION CONNECTORS �ER
DRAWINGS 160 A�Z. THE SEAL ON iHIS DRANING INDICATES ALCEPiANCE OF FROPESSIONAL fNGINEERING
Alpine En ineered Products,�110. RESPONSIBILIiV SOLEL� �OR THE 7RUSS COMPONEN7 DESIGN SHOWN. THE SUITABILITY AND USE Of THIS
Eart�Cl�y,MO 63045 COMPONENT fOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUIL�ING �ESIGNER, PER
ANSI/T71 1-1995 SECTION 2.
.�• o�' • •:�F �.
p� •'pOUG� . q�.
o:� Rs:o
��•S�tP_�� ,6��.
'�'*'+0.2 ��y.. '
9 i M 2 7 /�f tvQ,
��oii.�.sS�ONAL��G.��``
CO - 3 - E R -
TC LL 90.0 PSF
TG DL 20.0 PSF
' � C`' L 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 120. 0 PSF
DUR .FAC . 1 .00
SPACING 24.0"
7-5-0
�
Scale =.25"/Ft.
REF RB39- -60922
DATE 03/27/98
�R W MOUSR839 980327048
MO-ENG CWC/FK
SEQN - 37037
FROM RGP
. • �
TOP CHORD 2x6 SPF 1650f-1.5E
bOT CHORD 2x4 SPF #1/#2
WEBS 2x4 SPF #1/#2
:Lt Wedge 2x4 E Softwd Stud: :Rt Wedge 2x4 E Softwd Stud:
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
4X6(R) III
�� �J
� 6-9-0 _I_ 6-9-0 �
�-6 9-0 �lE 6 9-0-�
13-6-0 Over 2 Supports -�
R=1956 W=5.5" R=1956 W=5.5"
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
PLT TYP. A1 ine TPI-95 Desi n Criteria: UBC
`"WARNING*` TRUSSES REOUIRE E%TREME CARE IN FABRICATION, HANDU NG, SHI�PING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN� BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTILES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPF.RLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHOR� SHALL HAVE A PROCER�Y A77ACNE� uiGID CEILING.
-*IMPORTANT'�" FURNISH A COPY OF iH]S �ESIGN TO iHE INSTALLATION CONiRALTOR. ALPiNE ENGINEERED
FROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI; DESIGN; ANY FAtLURE tp
� � BUILD THE iRUSSES IN LONFORMANLE WITH T71; OR FABRICATINf,, HANDLING, SHIL'PING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONfORMS NITH APGLICABLE PROVISIONS OP NDS (NATIONAL DESIGN
SPECIFILATION PUBLISHED BV THE AMERICAN PoREST AN� GAPER ASSOCIATION) AND TVI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXLEP7 AS NOTED. AVPLY CONNEC70RS t0
EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSI7ION LONNEL70R5 PER
DRANINGS 160 A-Z. 7HE SEAL ON THIS DRAWING IN�ICATES AUEPTANCE OF VROFESSIONAL ENGINEERING
Alpine Engineered Products,lna Resror+siei��TV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIiABILITV AND USE OF iNIS
Eelth City,MO G3045 COMFONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITV OF THE PUILDIN6 DESIGNER, PER
ANSI/TPI 1-1995 SECTION Z.
�
'Oy�•,Mar 2�
'��oi.�.sS�ONAt
CO/-/3/-/E/R/-
TC LL 90.0 PSF
Tt;,DiL�2 0.0 P S F
B �� 10. 0 PSF
BC LL 0.0 PSF
TOT. LD. 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
fiif 6- .
7-5-0
Scale =.25"/Ft.
REF RB39- -60923
DATE 03/27/98
�R W MOUSRB39 980327049
MO-ENG CWC/FK
SEQN - 37034
FROM RGP
� "' •
TOP CHORD 2x6 SPF 1650f-1.5E
�OT CHORD Zx10 FL 1950f-1.7E
WEBS 2x4 E Softwd Stud :W3 2x4 SPF #1/#2:
TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD.
IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED
BY PROPERLY ATTACHED PURLINS @24.00" OC.
BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.
A RI6ID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
SPECIAL LOAOS
-- - - (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1
TC - From 220 PLF at 0.00 to 220 PLF at i
BC - From 20 PLF at 0.00 to 20 PLF at 1
BC - 1705 LB Conc. Load at 0.6, 2.6, 4.6, 6.
BC - 1692 LB Conc. Load at 8.6, 10.6, 12.6
2 Complete Trusses Required �
NAILING SCHEDULE: (12d_box_nails)
TOP CHORD: 1 ROW @ 9" o.c.
BOT CHORD: 2 ROWS @ 4" o.c. (EACH ROW)
WEBS : 1 ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE
WITH REQUIREMENTS OF I .C.B.O. RESEARCH REPORT #2949.
4X10(R) III
4X12(63) =
4X12(B3) =
�-3-9-0��-3-0-0—� 3-0 0 3 9 0—�
I_ 6-9-0 _I_ 6-9-0 _ I
13-6-0 Over 2 Supports
R=7752 W=5.5"
PLT TYP. Al ine TPI-95 Desi n Criteria: UBC ai8�! �8,
'"WARNING"" TRUSSES REOUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `� (S /i�
BRACING. REFER TO HIB-91 (NANDLING INSTALLING AND BRACING), PUBU SHEO PY TPI (TRU55 PLATE �\��OP rF ��
INSTI7UTE, 583 D'ONOFRIO OR., SUITE 200, MAOISON, WI 53719), FOR SAFETY PRACTILFS PR10R T0� `��O:�O�u G[��9E,�.
PERFORMING 7HESE FUNCTIONS. UNLESS OTHERNISE INDICATED. �OP LHORD SHALL HAVE PROPERIY ATTACHED'-
STRUCTURAL PANELS, BO770M LHORD SHALL HAVE A PR07ERLV ATiACHED RIGIO CE R ING. - � ;�P �L:
`IMPORTANT" FURNISN A COPY OF iHIS DESIGN TO THE INSTALLATION CONTRAC7pR. ALCINE ENGINEERF� �O �y.26JE��O:
GRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY (AILURE 10
� � BUILD THE TRUSSES IN CONFORMANCE HITH TP1; DR FABRICATING. HAN�LING, SHIPPING, INSTALIING AN� � Z � O�
BRACtNG OF TRUSSES. iH15 DESIGN CONFORMS WITH AGPLICABIE PROVISfONS OF NDS (NATIONAI �ESIGN i 49�•�Mar Z7 ��9$(VQ
SFECIFICATION PUBLISHED BV THE AMERILAN FOREST AND GAPER ASSOCIATION AND TG1. ALPINE � O • �4
) i� �`� •�������\� \
CONNECTORS ARE MADE OF 20GA ASTM A653 GREO fALV. STEEL, EXCEP7 AS N01ED. APPLY CONNECTORS TO � �•� �
DRAWINGSE160 AR�SS, ANNEUSEALSONTTHIS'DRAWINGTIN��ICATESSAUEPTANCE�OFTPROFE�SSNONALRENGINEERING '''''%I/%p11��G`,``
Alpine Engineered Products,�flC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITA8ILITY AND USE OF iHiS
Earth City,MO 63045 LOMPONENT FOR ANY PAR7ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIL�ING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
R=7382 W=5.5"
CO/-/3/-/E/R/-
TC LL � 90.0 PSF
TC;.DY�� 20.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT. LD . 120.0 PSF
DUR .FAC. 1 .00
SPACING 24.0"
7-5-0
Scale =.375"/Ft.
REF RB39- 60926
DATE 03/27/98
�R W MOUSRB39 980327050
MO-ENG CWC/FK
SEQN - 37031
FROM RGP
�
I
TOWN OF VAIL DEPARTMENT OF CONIl�IUNITY DEVELOPMENT I�I
75 S . FRONTAGE ROAD !
VAIL, CO 81657 ',
970-479-2138 '
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES I
MECIiANICAL PERMIT Pennit #: M98-0170 II�I
Job Address . . . : 1427 VAIL VALLEY DR � Status . . . : ISSUED
Location. . . . . . : 1427 VAIL VALLEY DR Applied. . : 09/04/1998
Parrel NO. . . . . : 2101-092-01-003 ISSUed. . . : 09/04/1998
Project Number: PRJ98-0036 Expires . . : 03/03/1999
APPLICANT R & H MECHANICAL LLC Phone: 303-543-9894 II
1047 CHERRYVALE ROAD, BOLTLDER, CO 80303 ;
CONTRACTOR R & H MECHANICAL LLC Phone: 303-543-9894 I,
1047 CHERRYVALE ROAD, BOULDER, CO 80303
OWNER NUNEZ MIKE & DEBORAH Phone: 305-949-9852 �I
12445 KEYSTONE ISLAND DR, N. MIAMI FL 33181 I
Description: Valuation: 60, 000 . 00
MECH FOR NEW SFR j
i
Fireplace Information: Reatricted: Y #Of Gae Appliancee: #Of Gae Loge: �tOf Wood/Pallet: ���,
rrarrtararii+rr�ra+raaaar+araiirrr►a+++rr��i+aa+ir�r+raraaa FEE SUMMARY ++rrrr+++++araairr+r►rra*rirrtrrirr+++�+++r+ar+ra+..rr..+r ��I
Mechanical---> 1,200.00 Restuarant Plan Review--> .00 Total Calculated Feea---> 1,503.00
. Plan Check---> 300.00 DRB Fee-----------------> .00 Additional Fees---------> .00
Investigation> .00 TOTRL FEES--------------> 1,503.00 Total Permit Fee--------� 1,503.00
Will Call----> 3.00 Payments----------------> 1,503.00
BAI�ANCE DUE-------------> .00 i
+++++,rr+++:+,rrrtrxrrr+x+t++t+++++rr+ttt++�+trt++++t��++t�+f+rt+++i++tt*t++++++++++itt+it+rt++.�+t+++++++++�r+rrrr+++++r++�+++i�.rt+�++
Item: 05100 BUILDING DEPARTMENT De t : BUILDING Division: '
09/04/1998 CHARLIE Action: APPR CHARLIE DAVI� '
Item: 05600 FIRE DEPARTMENT Dept : FIRE Division: '
09/04/1998 CHARLIE Action: APPR N/A '
- CONDITION OF APPROVAL '
l . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
2 . COMBUSTION AIR IS REQUIRED PER SEC. 607 OF THE 1991 UMC. �
3 . INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND I
TO APPENDIX CHAPTER 21 OF THE 1991 UMC.
4 . GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND
SHALL TERMINATE AS SPECIFIED IN SEC. 906 OF THE 1991 UMC.
5 . ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC. 505 AND
703 OF THE 1991 UMC. I
F . ROILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. '
UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. '
7 . PERMIT, PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL '
ROOM PRIOR TO AN INSPECTION RE UEST.
8 . DRAINAGE OF MECHANICAL ROOMS C�NTAINING HEATING OR HOT-WATER
SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. �
2119 OF THE 1991 UMC.
�.��*�*****************************************************�**��**�**�*****�***�*�'�*
DECLARATIONS I''
..�
I hereby acknowledge that I have read thie application, filled out in full the information required, completed an accurate plot
plan, and etate that all the information provided ae required is correct. I agree to comply with the information and plot plan,
to comply with all Town ordinancee and etate laws, and to build thie atructure according to the Town'e zoning and eubdivieion
codes, deaign review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQU�STS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN AD E BY TE E AT 479-2138 OR AT OUR O CE FROM 8:00 AM 5:00 P
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER I
1
♦�rar�araaaaa�t�a�rtt++siaarr�r�r+��ri�rrst*arrtstirr*+�at*+�r�rrr
� TOWN OF VAIL, COLORADO � Statemnt
•+air�r+++airtr++aa�ra+rr+ra+aarrasaraa+airraaasrriaarr+rra++ari
Statemnt Number: REC-0445 Amount: 1,503.00 09/04/98 10:55 � �
fayreilt M•�thod: CK Notation: 2072 Init: JRM
------------------------------------------------------—--------
PermiG No: M98-0170 Type: B-MECH MECHANICAL PERMIT
Parcel No: 2101-092-01-003
Site Addrese: 1427 VAIL VALLEY DR
Location: 1427 VAIL VALLEY DR
Total Feee: 1,503.00
Thie Payment 1,503.00 Total ALL Pmte: 1,503.00
Balance: .00 '
r+trwrarra++i+ii�r+rrrrrriirrr�.rra��Wrt+irrrr+aarrartraa+rir�a+r -
Account Code Description Amount
MP 00100003111300 MECHANICAL PERMIT FEES 1,200.00
PF 00100003112300 PLAN CHECK FEES 300.00
WC 00100003112800 WILL CALL INSPECTION FEE 3.00 � �
-----------------------------------------------�`---------------
_ .
r
TOWN OF VAIL DEPARTMENT OF CONIl�IUNITY DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
�37C1-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit # : P98-0139
Job Address: 1427 VAIL VALLEY DR Status . . . : ISSUED
Location. . . : 1427 VAIL VALLEY DR Applied. . : 10/06/1998
Parcel No. . : 2101-`'��-01-003 Issued. . . : 10/06/1998
Project No. : PRJ98-0036 Expires . . : 04/04/1999
APPLICANi' ZIKA PLUMBING & HEATING Phone: 970/390-4629
P.O. BOX 6013 , VAIL CO 81657
CONTRACTOR ZIKA PLUMBING & HEATING Phone: 970/390-4629
P.O. BOX 6013 , VAIL CO 81657
OWNER NUNEZ MIKE & DEBOR.AH Phone: 305-949-9852
12445 KEYSTONE ISLAND DR, rT MTAMI FL 33181
Description: PLUMBING FOR NEW RESIDENCE Valuation: 25, 000 . 00
+tttar+atrt++t+r+++rrtrr++++ti�t++t++r+tart+++ttt+++t+++++t+ FEE SiIMMARY **+'+ittr++tr++at+raraaa++r++rartrrr+++i+raatrari+rr+++aa++
Plumbing-----> 375.00 Rest•.:s�-ant P'_" peview--> .00 Total Calculated Fees---> 471.75
Plan Check---> 93.75 TOTAL FEES--------------> 471.75 Additional Feee---------> .00
Investigation> .00 Total Permit Fee--------> 471.75
Will Call----> 3.00 Payments----------------> 471.75
BALANCE DUE-------------> .00
+rir+rra++rtr+rr+irartirr+,rrr+xx+++++t+t+t+++++ra+trri+rr++i++t�tfr+t�.t+xx++++r++rr++++ttti+rr+++++++++++wivrt+f.rri,r+�+�+r++r+rr+rr
Item: 05100 BUILDING DEPARTMENT Dept : BUILDING Division:
10/06/1998 JRM Action: APPR APPROVED JRM-
Item: 05600 FIRE DEPARTMENT Dept: FIRE Division:
10/06/1998 JRM Action: APPR N/A
�t+wvr�.�xxw,rt,r+++�t+r.:...rirrr+wr�+xw,r,r..:,t�+*r+rr++++++++vw......�..�,r+i+++�++�irra+++it+ria+�airLaa�.�. ..,�..r�+.�..-�.�+i*r+,r+rr++♦
CONDITION OF APPROVAL
�t.•-. i�r��i��+�rr�+aaar+itt+rarrttr�rrtr++a++t+t�tr+tttt+ii+r++++atai+r++iiri+iaawa+++t++rir++w,r++tx+rtt+,�a+a+++���:�x++iir++a++x+ra��r
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the info�-r�.ation required, completed an accurate plot
plan, and etate that all the information provided ae required ie correct. I agree to comply with the information and plot plan,
to r_omply with all Town ordinancee and etate laws, and to build thie etructure according to the Town's zoning and subdivieion
cocl��s, cieeign review approved, Uniform Building Code and other ordinancee of t� Town�pplicable thereto.
REQUES'i5 r�..� _..orc�C'IIONS SHALL BE MAUE TWEN'i'Y-r'uux HUUFtS 1N ALVALQUn; BY Th�LEYHON�A'L' 479 2138 uic ,-,_ .,�rc UrF1Ur: NROM 8:00 AM 5:00 PM
/
�`��� SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
�1�1IL. C.O 81657
.. . � s . �-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit # : M98-0179
Job Address . . . : 914 SPRADDLE CREEK DR Status . . . : ISSUED
Location. . . . . . : 914 SPR.ADDLE CRK DR Applied. . : 09/17/1998
Parcel No. . . . . : 2101-053-01-017 Issued. . . : 09/18/1998
Project Number: PRJ98-0130 Expires . . : 03/17/1999
APPLICANT R & H MECHANICAL LLC Phone : 303-543-9894
1047 CHERRYVALE ROAD, BOULDER, CO 80303
CONTRACTOR R & H MECHANICAL LLC Phone: 303-543-9894
1047 CHERRYVALE ROAD, BOULDER, CO 80303
OWNER SPRADDLE CREEK ESTATES MAINTENAN
1221 BRICKELL AVE, MIAMI FL 33131
Description: Valuation: 18, 000 . 00
IN FLOOR HEAT IN GAR.AGE ADD SNOW MELT
Fiieplace Information: Reatricted: Y #Of Gas Appliances: #Of Gae Loge: - #Of Wood/Pallet:
r++►rrtt�++tr++++r,r+++ti+++++,rr+++t+r+,rrr+r:*r*+++++++i,wt+t FEE SUMMARY ++ttx+rt+�++t+t++t+i+ri+rt-+++++++rtt+++r,rr*+,r++++++*r++i++
Mechanical---> 360.00 Restuarant Plan Review--> .00 Total Calculated Feea---� 453.00
Ylan Check---> 90.00 DRB Fee-----------------� .00 Additional Feea---------> .00
..i�.= ._�a�ion> .00 TOTAL FEES--------------> 453.00 Total Pei-mit Fee--------> 453.00
Will Call----> 3.00 Paymenta----------------> 453.00
BALANCE DUE-------------> ..00
rr�tiw+r+ai+a+tWra+airr�+t+rrtra:aa+r�rr+r+rW+�rar+rvrr�+►at+t�+i+rt++r,�it+rr+++tar�ri++++r+rr++++++++�r++++ar+ri+++ra+wrrr++++rrr+++
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
09/17/1998 JRM Action: APPR APPROVEDJMR
Item: 05600 FIRE DEPARTMENT Dept : FIRE Division:
09/17/1998 JRM Action: APPR N/A
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
2 . COMBUSTION AIR IS RE UIRED PER SEC. 607 OF THE 1991 UMC.
3 . INSTALLATION MUST CO�FORM TO MANUFACTURES INSTRUCTIONS AND
TO APPENDIX CHAPTER 21 OF THE 1991 UMC.
4 . GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND
SHALL TERMINATE AS SPECIFIED IN SEC. 906 OF THE 1991 UMC.
5 . ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC. 505 AND
703 OF THE 1991 UMC.
6 . BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.
UNLESS LISTED FOR MOUN.PING ON COMBUSTIBLE FLOORING.
' 7 . PERMIT, PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL
ROOM PRIOR TO AN INSPECTION REQUEST.
8 . DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER
SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC.
2119 OF THE 1991 UMC.
********************************************************************************
DECLARATIONS
I hereby acknowledge that I have read thie application, filled out in full the information reguired, completed an accurat� plot
plan, and etate that all the information provided as required is correct. I agree to comply with the information and plot plan,
to comply with all Town ordinances and etate lawe, and to build this atructure according to the Town's zoning and eubdivieion
codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTIONS SHALL SE MADE TWENTY-FOUR HOURS IN AD BY�TEL`E}PHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER --,___/
�
�
kiVtWtirt#ititYYtiYWitiiiiiiiiirtr#iitifiyit!#*i�44ii4�tf#iy#iiii
TOWN OF VAIL, COLORADO Statemnt
♦ii�tiift4ttftiy}iittttiYi�iti++tttttttttttittttitfttftitfttt*it
. Statemnt Number: REC-0451 Amount: 453.00 09/18/98 10:46
Payment Method: CK Notation: 4115 Init: TD �
----------------------------------------------------------------
Permit No: M98-0179 Type: B-MECH MECHANICAL PERMIT
Parcel No: 2101-053-01-017
Site Addreee: 914 SPRADDLE CREEK DR
Location: 914 SPRADDLE CRK DR
Total Feee: 453.00
This Payment 453.00 Total ALL Pmte: 453.00
Balance: .00
rrr�ratrr�wrra�+rrrrraaaara�+arrwrwr++ar+�wt++a+t+rrtrrr+tr+wi�♦
Account Code Description Amount
MP 00100003111300 MECHANICAL PERMIT FEES 360.00 �
PF 00100003112300 PLAN CHECK FEES 90.00
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
---------------------------------------------------------------
�
�**Contact £agle County Assessors OEfice
, 'at 970-328-8640 for Parcel /r`. TOWN OF VAIL CONSTRUCTIGN .
PARCEL 11: '] 1 F} � `1�b I f'� �',''� PER:17T 1�
+ PERMIT APP CATION FORM c
� 18�-pe>y
� DATE: - ` �' �
APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAy Np ���� S�d O �(o
T BE ACCEPTED
******�**�*�******�****�**�*�* PERMIT INFORMATION *�**********�*�*�*******�**
[ ]-Building [ )-Plumbinq [ �-Electrical �
f�Q-Mechanical [ ]-Other
Job Name: _ �''Z,.�`� � �, -'---
-___�i_ Job Address: �L/�, � L1�� � �l / j� ,
— cc //i-c� 1/� : c1�
Legal Description: Lot Block Filin �
` . . g SUBDIVISION: �
Owners Name: _ ��,_ r �,, /` �, �,�;,, Address: , Q P -
_ - - 1' c �- � 0� S C;�':�. �� Ph.y�,�
Architect: � Address:
Ph.
, General � � ----
Description: ,, � �
i- rcr. t- r �., i°/r>. � �"r �:. r c:� t � . �: �., �'L(, �.-
Work Class: [ )-Alteration L
; _ �-New [ )-Additional [ ) -Repair [ ]-Other
Number of Dwelling Units, . �—
, � � Number of Accommodation Units:
N mber and Type of Fireplaces: Gas Appliances Gas Lo s
g Wood/Pellet
� **�*�*�*****��**��t**�*�*****�t�*�* VALUATIONS ***��t���**�t**���t�****���t��*��*��;
BUILDING: $ EL,ECTRICAL: $
PLUMBING: � . MECHANICAL: $ OTHER: $
, ' �' � TOTAL: $
, *��*X�����'��'�'�'�*'�'��'�'�****** CONTRACTOR INFORMATION ***�t���,t,�,�**,��.�.,�*,�*�*�**�*7
� eneral Contractor: �",.,f,,,, (;„ s��,t-.J ' �
Address: ��, ��f � *� Town of Vail Re
� ��t-: � �f, s U�� , � � �=y ,i'/(�,��.� Phone Number: g. NO.
Electrical Contractor:
Address: Town of Vail Reg. NO.
Phone Number:
Plumbing Contractor:
Address: _ Town of Vail Reg. NO.
Phone Number: •
Mechanical Contractor.: � � �.� rn
Address: , ; i - - �--- `` '� - Town of Vail Reg. NO./�
j ` � /-�7 r�� Phone Number: . i7c� -y�y �i�`�s
��������*���**����t*�������t����*� FOR OFFICE USE ���*��*�����*����������`���:*���
BUIbDING PERMIT FEE: ' BUILDING PLAN CHECK FEE:
; PLUMBING PERMIT FEE: PLUMBING PI,AN CHECK ,�'EE•
: MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE:
ELECTRICAL FEE: RECREATION FEE:
. OTHER TYPE OF FEE: �
DRB FEE: CI.�EAN-UP DEPOS IT:
� TOTAL PERMIT FEES :
TYPE GROUP SQ.FT. VALUATION BUILDING:
------- S IGNATURE; •
' ---- ZONING:
� Comments: . SIGNATURE;
` �CLEAN UP DEP.OSIT REFiTND Tp:
, ..,� ,� i. . . _. , . •
,
. - - 1��t .
�,
tow� af Vai
75 soulh tronlage road , •
� vaii, colorado Ei1657
(303) 479-21_38 or 479-2139 offfce of community developmenl
TO: � AT,L CONTRACTORS CURRENTLYL REGxSTERED WITH THE
TOL�TN OF VAIL
FROrf: TOWN OF VAYL PUBLIC WORKS/COriMUNITY DEVELOP2•fENT
; . DATE: - - MARCH 16, 1.988 , .
` SUBJECT: CONSTRUCTION PAR�ING & rLATERXAT� STORAGE
�
; In summary, ordinance No. 6 states that at is unlaw�ul for any
� person to litter, tx-ack oz deposit any soi1., x�oc}:, sand, debris
or mater�al, including trash dumpsters
workmen vehic�es upon any s�reet, sidewalk�table �o��ets and
pl.ace or any portion thereof. The z,�ght-of-way on al.lu�o�n o�
Vai.l streets and zoads �s appx-oximatel. 5
This ozdinance will be stric��y enforceci }��.tth���'opnvo�eVaiX
. Public .��lox�s Depa�-tment. Pex-sons �ound violatzng this ozdinance
wi.11 be given a 24 hour writteri notice to x�emove said mater�.al .
Zn the event �he person so nota.fi.ed does
• noti.ce w�th.in the 24 hour t�me spec�fi.ed not comply w�th the
Depaztment wi�1 x-emove sazd material at th�heYpebSeCO��person �
notified. The provisions o� this ordinance shall not be
applicable to constzuction, maintenance ox� xepair projects of
any str�et or alley or any utili.ties in the right-a-way, �
- To review- ox-di.nance No: 6 in �ull , please stop by the Town o�
Vai1. Build�ng Department to obtain a copy, Than}: you �ox- your �
� coopex-at�on on this matter.
� Read ac owledged by; �
X � ` . . . .
;. �x osition .
/Relationship to Project (�. e. contractor, owner)
; `�-- � �' �� --
� �Date
� �
� . .. . . .
, ..
„ . . • ; � . .
. � �
- ���i
l� � �y • �
wnofivai . . _
75 soulh Irontage road � '
vall, colorado 81657 •
(303) 479-2138 or 479-2139 . ottice o� communlly developmeitt
BUILDING PERt•�I7 ISSUANCE TIME FRAPIE
. If� thi,s permi.t requi.res a 7own of Vail Fire Department Approval , ”
Engineer'•s (.Public Works) reyiew and a
: review or Health Department revieH�, andPa�review byathenBuD�dan�ent
Department, the estimated time for a total revie�� may tak�e as long
as three weeks .
All commercial �(;large or small ) and all multi-family permits will
have to follo�r the above rnentioned maximum requirements , Residential
and small projects should take a lesser amount of time. However, if
residenti�al or smaller projects impact the various above mentioned
departments �•ri.th regard to necessary review, these projects may
also tahe tfie three week period , •
E'very attempt YIII � be rr�ade by �his departnient to ex�pedite this
� � pe�•mi,�t_as s,00n as possible. �
I, the undersigned, understand the plan checE; procedure and time
frame..
, .
� � -.--�- � .
� r�, . . . ' ,
Ac� _e to y,. .
� � � . .
Project Name • •
(�� c� , . .
v
. Date Wo k She t was turned into t e . �
�Community Develo�ment Department.
� ' 1 •
��tEr,�oRaN�u�,� �
TO: ALLCONTRACTORS
FROM: TOWN OF VAIL. PUBLIC WORKS pEPARTMENT �
DATE: MAY 9, 7994 � .
RE: WHEN A "PUBLIC WAY PERMIT" 1S REQUIRED �
Job Name: � •
� Date: .
Please answer the foilowing questionnaire regarding the need �or a "Public Way Permit":
YES NO
1) Is this a new residence? • �
_ 2) Is demoliiion work being per(ormed �
. ihat requires the use of the right . �
of way, easements or public property? � �
' 3) is any �utility work needed?
b
4) Is ihe driveway being repaved?
� .
5) Is diNerent access needed to site
' other than existing driveway?
��;
,;
6) Is any drainage wor'rc being done
affecting the right of way, easements, .
or public property?
; 7) ls a "Revocable Right Qf Way Permit"
;
required? . �
8) A. Is the right of way, easements or
public property to be used for staging,
` parking or �encing?
. . .
� B. If no to 8A, is�a parking, staging
or iencing �pian required by Community ' . � :
Development?
; If you answered yes to any of these questions, a "Public Way Permit" must be obtained,
"Public Way Permit" applications may be obtained at the Public Wor'�t's office or at
Community Development. . lf you have any questions piease call Charlie Davis, the Town
of Vail Construction Inspector, at �79-2158. � �
' I have read and answered all t above questions. �
;
� / .
� ( 3� I�. � � ��..
' Job Name Coniractor's Signature Date
Sep-03-98 05: 20 P.02
�Ar�A(�,�$�C gl'IEE 1 F�11=.U�i, 1't1l�.tJ�R"L, 1�.7N�.US.i, KL.�O►=�� � � .� l
Al�fJl R U UA DT rua o art rut
�
Fi.00RS . �� 1 � r�� ��5� U /� � ��
� 6 / �
CSILIpG � �, - � 1 D�✓ l�L� ��✓ r 7 L.f�"
:� 3 �
/
M�1LLS � �
i�,�Sa� l� � � � �����
. , � � l3 l� ,
Mir�norrs � c� r � �j � �
�a �3 � �Z� 70
� �
/
x•T �j� zS � � n�
I��'ILT�J1- ��j �� n'" � / �
TIOi�1 `" �1
10Q0 14
C�"'F�ACT'�. r � t� C���-�' srus out�r�r ` �
� ,���� � �� �.
A�RESS:� , � ^e�c�,cr
� � � � ,
S �� v�. �L_:, �.� - '?�/
, r�
��:�.� � �����.�_,. �� . � , ��,�,,,�
�
�.__�.�t �
� �Q�
.IOB NAIIAE: ��,�_. , � ��eRUr�+ur�� - —
� ��� � � f�Cc� �
��� �r�r
I�RMIT� � � �'° ��� eNaw�.T -�-�
ro�r,ti�ru.
�sa. �9ff� t3TCJ5 S' °/5� �
..._ � �,�o ��,,�.r� c�7��- ,� ��� `' `
-� � �-�.� (�����.�� � � �
�. �os� �Tr�s
�,�( � 0��— f
� �
�` �, oQ�iV ',
�
�**Contact Fagle County Assessors Office
�at 470-328-8640 for Parcel ��. TOY7N OF VAIL CONSTRUCTION ��G�� � d°�Z,c/
PA�CEL ��: PERMIT APPLICATION FORM PE�'tIT 1�
DATE: ,
APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
�
�*****�**�*�*��*�***�**�*����* PERMIT INFORMATION **�*********�*�t*********�t***�
[ ]-Building [ ]-plumbinq [ )-Electrical �
[ �Ilechanical [ )-Other
Job Name: ���� ,�t. C��r � 4t��yt Job Address:
9 0� 5���,:1.,�1,- C� t << �;
Legal Description: Lot Block � `// ,�
Filing SUBDIVISION: �9r�.,l,[/t' Cr oF�.�-
Owners Name: ��-., f ��� r �� Address: „
Ph.f- _(J�"�._-
Architect: Address: �"��'��
Ph.
General Description: �� � ��� {. . .�. h �� �t�� '= � / A �
i K� �� r �+ �
i
. K�r�f �}, � '1 a� L 1 �1�.'�'�"�'
Work Class:_ �,�1-New [ ] -Alteration [ ]-Additional L
�=� [ ]-Repair [ ]-other
Number of Dwelling Units: �_ Number of Accommodation Units:
N mber and Type of Fireplaces: Gas Appliances Gas Lo s
9 Wood/Pellet
**���*�*�**���*���***���*�*��x�t��* VALUATIONS ***�t**�******�t*��******���**�t*���
BUILDING: $ ELECTRICAL: $ l
PLUMBING: � MECHANICAL: $ � OTHER: �
�,� ��� TOTAL: �
������***'��*'��'�***'�******** CONTRACTOR INFOR2�IATION ***����*��,�,�***,�***,�**�*��*
eneral Contractor: , ,' t .
Address: ,�.4�, �� � l �,�� � Town of Vail Reg. NO.
� �`>y � c� � 3 Phone Number: �7� �i.�_T_— ����
Electrical Contractor:
Address: Town of Vail Reg. NO.
Phone Number: —
Plumbing Contractor: '��
Address: ��, �Town of Vail Reg. NO.
Phone Number. �
' �G.7 _�-Y�t--/d'��t1
Mechanical Contractor_: �`� �d� � � � �.
Address: �_�F����,� �;���� `,�-� � ��, �, Town of Vail Reg. NO. ��
�• ���` � 1 Phone Number:
�**���*����*�*��*�***���������*� FOR OFFICE USE ���*��*���������t����*��t���**���
BUILDING PERMIT FEE: ' BUILDING PI,AN CHECK FEE:
PLUMBING PERMIT FEE: PLUMBING PI,AN CHECK ,�'EE:
MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE: �CREATION FEE:
DRB FEE: CI..EAN-UP DEPOSIT:
TOTAL PERMIT FEES:
TYPE GROUP SQ.FT. VALUATION BUILDING:
---- SIGNATURE;
----_. ZONING:
Comments• —'— SIGNATURE;
�
'CL?'�N DF' D EP.O S Z T REFUHD TO:
,�
�,
, � , �_ . . __ , .. . -
- • ����
��
tow� of Uai
75 soulh Irontage road . -
� vail, colorado 81657
(303) 479-21.38 or 479-2J.39 o(llce of community development
TO: � ALL CONTRACTORS CURRENTLXL REGISTERED WITH THE
TOL�TN OF VATL
FROrf: TOFTN OF VAXL PUBLIC WORKS/COMriUNITY DEVELOP2•IENT
DATE: - - MARCH 16, 1988 • �
SUBJ"ECT: CONSTRUCTION PARKING & MATERIAL STORAGE
In summary, Ordinance No. 6 states that �t a.s unlawfu� fox� any
person to litte�, tzack ox deposit any soil. , roc};, sand, debris
or material , including trash dumpsters, portabl.e toi.�ets and
wor}:men vehicles upon any street, sidewalk, a11.ey or publ.ic
place or any porti.on thereof. ThE right-o{-way on al,l Town of
Vail streets and zoads is appzoxzmately 5 �t. off pavement.
Thi.s ordinance wz1� be strict�y enforced by the Town o� Vai�
Public Works Department. Pex-sons found violating this ord�nance
will be given a 24 hour written notice to xemove said mater.�al .
Xn the event the person so riotified does not comply with the
notice with.in the 24 hour time spec��ied, the Public Works
Depaztment wzll x-emove sai.d material at the expense of person
notified. The provisions of this ordinance shal.l not be
applicab�e to construction, maintenance oz xepair projects of
any street or al�ey or any utilities in the right-a-way, �
To x-eview ordi.nance No: 6 .in full , please s�.op by the Town o�
Vai]. Buildzng Depax-tment to obta�n a copy. Than}: you fox- your �
cooperat,ion on th�s matter.
Read and acknowledged by: �
X �V 9 . . .
�.�.�. ,��
�Position/Relationshi to
P Pro�ect (i. e. contractor, owner)
�„ � '�_���,�
�Date
A . 1 . ,
yi'
,�,1� .
tOWfl Of V�I �' � . . _
75 soulh frontage road � '
vall, colorado 81657 • "
(303) 479-2138 or 479-2139 . otflce ol community developmeiit
BUILDI�{G pERPfI7 ISSUANCE TIh1E FRAPIE
. If thi.s permi,t requi.res a 7own of Vail Fire Department Approval , "
Engineer'•s (.Public Works) reyiew and approval , a planning Department
review or Health Department review, and a review by the Building
Department, the estimated time for a total review may tak�e as long
as tfiree weeks .
All commercial (:large or small ) and all multi-family permits will
have to follo�r the above rnentioned maximum requirements . Residential
and small projects should take a lesser amount of time. However, if
residenti�al or smaller projects impact the various above mentioned
departments �•ri.th regard to necessary review, �these projects may
also take the three week period , •
Every attempt Vii'il be made by this department to ex�pedite this
permi.�t.as. s,00n as possib7e. •
I, the undersigned, understand the plan check procedure and time
frame.,
�~
� � ��G��K -�� . .
A ree to y, ' . '
� . .
Project Name •
� ✓ �� .. . . .
_
. Date Work Sheet was turned into t e �
�Community Develo�ment Department.
��✓� "_��.�Q, �� tC�
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HEAT CAULAS WORK SHEET K71=,vy, K1y=.U5'L, resu=.uss, rc�.c�pwrr.w � y ,� �
.
AREA SQUARE R VALUE U UA DT BTUs REG OUT PUT
FLOORS . � -� `�� �
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INFILTRA- � I/� / Q �
TION �
1000 i4
� p< � � 1
CONTRACT4R: Bn';°g'�P�--�
: o�9� C��a�.e� ` � �
ADDRESS � 3 I EFFICIENCY
�
�., l.o�' �S'�Y 6 3 i "7� .� �-
� ALTITU E
PHONE:��o � ��3-- �`y�y �
JOB NAME: C��.e.�ei� �-��ti� J TOTAL BTUs INPUT � �
�� `�� -
� ADDRESS:�/���;��-�, G�c�-�i ; �.Cps, c�►c,� r� �'`'�i
� �
�' •-°•- � � SNOW 14�LT �
, PERMIT �:w � � Z�
TOTAL BTUs �
� �� �e�.7� t� Ce��,�. /.S�D �J-t"v 5 ,�w�
Eqipm nt Spec.� �'`~"
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+wrrrraawr+raatr�rrrri���a+r�++r+i+trrriWar�rr�tt+��rr��atraa�rr
"^•'`* OF VAIL, COLORADO Statemnt
+rrtrriii+arrtrtrir��fiirtvr+iiir►ii++trr+rtttrt+*y+r+rtr+rtrtxrt
StaY.��mnt Number: REC-0460 Amount: 471.75 10/06/96 12:15
Fa}�nent Mathod: CK Notation: 2502 Init: LC
----------------------------------------------------------------
Permit No: P98-0139 Type: B-PLMB PLUMBING PERMIT �
Parcel No: 2101-092-01-003
Site Addreee: 1427 VAIL VALLEY DR
Location: 1427 VAIL VALLEY DR
Total Fees: 471.75
Thie Payment 471.75 Total ALL Pmte: 471.75 �
Balance: .00
+r+++r+aaai+arrr+++i+iat+r++at+rairta++++++rrt�strrt+i+r+irrr+++
Account Code Deecription Amount
PP 00100003111200 PLUMSING PERMIT FEES 375.00
PF 00100003112300 PLAN CHECK FEES 93.75
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-------------------—-------------------------------------------
!,
. . �i��r���
�**Contact Fagle County Assessors Office .
,�at 970-328-8640 for Parcel 4r`. TOWN OF VAIL CONS`.PRUCTION PEF��l7T !
PARCEL /f: PERMIT APPLTCATTON FORM �
DATE:
APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
****�*�**�*�******��*���*�*��* PERMIT INFORMATION **�***********�*******�*�**
� [ ]-Building `(�Plumbing [ ]-Electrical [ )-Mechan 'ical [ ]-Other
� Job Name: � �ti N�,Z (�L�,.�
Job Address:
Legal Description: Lot Block Filing SUBDIVISION: �
Owners Name: Address:
. Ph.
Architect: � �
Address: Ph.
� ' . . �—
, General Description: �
Work Class:_ [ )-New [ ) -Alteration L
, [ ]-Additional [ ] -Repair ( ]-Other
Number of Dwelling Units;
� , Number of Accommodation Units:
N mber and Type of Fireplaces: Gas Appliances � Gas Lo s
9 Wood/Pellet
�**��*�t*�������*���t�������*�t��*** VALUATIONS �**��*�r�**��*�:*��*�t*����*�:*�**��
BUILDING: $ ELECTRICAL: $ OTHER: $
PLUMBING: $ �-�-.-3 k�o��, o,�, .
MECHANICAL: � TOTAL: �
I �'�'�'�'��`�'�*'�'�**'�'�*�"�********* CONTRACTOR INFORMATION **�����*�*,�**�,�**,�*,�,��**��
i eneral Contractor: � �
Address• Town of Vail Reg. NO.
� � Phone Number: -
Electrical Contractor:
Address: Town of Vail Reg. NO.
Phone Number:
. Plumbing Contractor: �-���- ��1„kq.1�iw � � t�-�
Address• ��pX c��,� � Town of Vail Reg. N0.�37�
� � Phone Number: ��( �jU Q j
Mechanical Contractor.: � L"��-��
Address• - - Town of Vail Reg. NO.
� � Phone Number: �
. �*��������***�����t*���x���*����� FOR OFFICE USE ������*���*������t��**�����t*�*Y
BUILDING PERMIT FEE: ' BUILDING PLAN CHECK FEE:
' PLUMBING PERMIT FEE: PLUMBING PLAN CHECK �EE•
MECHANICAL PERMIT FEE: MECHANTCAL PLAN CHECK FEE:
' ELECTRICAL FEE: RECREATION FEE:
OTHER TYPE OF FEE: CLEAN-UP DEPOSIT:
DRB FEE: TOTAL PERMIT FEES :
� TYPE GROUP SQ.FT. VALUATION BUILDING:
SIGNATURE: �
ZONING;
� Comments: •
SIGNATURE:
', �CLEAN UP DEP.OSIT REFIIND Tp:
� ..
TOWN OF VAIL DEPARTMENT OF CONIMUNITY DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT I�1UST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit # : E98-0328
Job Address : 1427 VAIL VALLEY DR Status . . . : ISSUED
Location. . . : 1427 VAIL VALLEY DR Applied. . : 12/11/1998
Parcel No. . : 2101-092-01-003 Issued. . . : 12/11/1998
Project No. : PRJ98-0036 Expires . . : 06/09/1999
APPLICANT MARMOT ELECTRIC Phone: 970-926-0990
P.O. BOX 4511, AVON, CO 81620
CONTRACTOR MARMOT ELECTRIC Phone: 970-926-0990
P .O. BOX 4511, AVON, CO $1620
OWNER NUNEZ MIKE & DEBORAH Phone : 305-949-9852
12445 KEYSTONE ISLAND DR, N. MIAMI FL 33181
Description: ELECTRICAL FOR NSFR Valuation: 25 , 000 . 00
+tt++++t+<*r+t�t+�e+++t+++++++r++�vr+txw+++rr++++r++,r+rtw++++ FEE SUMMARY t++�r+++t*r++trrt++r++++t+++++++t++,t+++�r+++r++��w++++r+�i+
Electrical---> 325.00 Total Calculated Fees---> 328.OD
DRB Fee ---> .00 Additional Fees---------> .00
Investigation> .00 � Total Permit Fee--------> 328.00
Flill Call----> 3.00 Payments----------------> 329.00
TOTAL FEES---> 326.00 BALANCE DUE-------------> .00
+�rrr�++tt+rr++r+++t++r,r++++++++++r++t+*+r+r++++it�+rr+trr++t++t+trr+tw++t++++++t�,t�r+,r++++frr+��++i+++ri�a+++�a+rtt+,t++++�r+++�+,t++t+�r
Item: 06000 ELECTRICAL DEPARTMENT Dept : BUILDING Division:
12/11/1998 JRM Action: APPR APPROVED JRi•:
12/11/�998�JRMRE DEPA�RTME�NT APPR N/A Dept : FIRE Division:
,�...��.�...�,.,.......t...�.,,.*�..�....*.��,........�,.....�..�.,..*...�.,.�....,,*.��.....�..�.*..,��..�................�...........«.,
CONDITION OF APPROVAL
1 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
L#t*tt�M*t*ttt�lr*f*�A'tt*ttbtttt*tttW*tt�t4tt*�!'tti#**ttt*t#tiiMtf#4t*i#L#*t#i##t#�4M#�r�kbit�kWiititr�Ft�lti�#tttttt#ttt*tfYJ"Yt**tt**tt�4t**+W*+t
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan,
to comply with all Town ordinances and state laws, and to build this structure according to the Town's zonin and subdivision
codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTIONS SHALL SE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT�479-2 AT OUR FFICE FROM 8:00 AM 5:00 PI•i
_%
l/
SIG TURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
. -
t+a+++++++r�+ratr+wt++++v+irr+r+++++�+++r+i++++r�rat+��rirr+++++
TOWN OF VAIL, COLORADO Statem�t
rta+�+++*+++r+++�++rrr+++:++++++++++++rr�+++rr+�t++�+++r+t++r�++
Statemnt Number: REC-0485 Amount: 328.00 12/17/98 13:03
Payment Method: CK Notation: 3404 Init: JR
----—--------------------------—------------------------—--—
Permit No: E98-0328 Type: B-ELEC ELECTRICAL PER6IIT
Parcel No: 2101-092-01-003
Site Address: 1427 VAIL VALLEY DR
Location: 1427 VAIL VALLEY DR
Total Fees: 328.00
This Payment 32E.00 Total ALL Pmts: 328.00 .
Balance: .00
tt*iiYtt�tkt#itYt#tiit##tY##t*�tt#iit#YitYtiiitttf*�*itYttt*t*i#
Account Code Dzscription � Pmount
EP 00100003111400 ELECTRICAL PERMIT FEES 325.00
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
----------------------------------------------------------
� _ . _�___�. .�.�-.._.� �
��
RCF'T�.31 TOWI�{ OF Vfl I L_, COLOR'F1DQ PAGE: 9
` v�►�/ib/19�39 �B: lE��REG?�JE�TST�^TNS��ECTN�WORK_SHE�TS`FOR_�6!16t1999 AR�f�: CD .
� _ _____._ _ �._____ _._..__,.._ __ _ _...___ .___. __ __���Y_�:�..-:_������=� ,- -- ._...
f ` Ac� ivity:�M98—�170` ��/ib/19 'Type .lL�—MFCH��+Str3t�.A5 .�I8SUED Ganstr: hfSf=R
Address: 14c:7 VAIL ��ALI_E:Y DF?
�ocat i on � 14�7 VAII_ UALi�E'd Df�
F�arcpl : �101—�9�'—�i—��.:� Occ: Use :
D��scr�i pt i an : MEGH Fdft PJEW �r��F
App 1 i can�t. : R � H MECH�IN I CAL LLC F'h c3 r�� : ;�4.��:�—c4,.?,-9 8y 4
Owner�: tVUN�Z MIKE & DEgC�RAH Phane : 3�5—�349-985�'
Contractor�: R R H MECHANICAL LLG F�hon�.� : 3�3—�4;�-9894
_________.__--•------___________.______----------_�__._
� Lacks, �HaldS, and�Notices. . . . ^�
� AGTIVIT`t
Nc,t ice 4 F�ARTIAL. SURMITAL.. S��ECS, ARAWING� REQ' ll
In�pec� ion Req�.�est Infor�mation. . . . .
Reque�tar^: DENTSE F�ho�e : uQ�3-543-9F�94
Req Time : 0�:�0 Comments : UNTT 8
Items r�EiC�llkS'�f?Cj ta be Inspected. . . Action Gamments Time Ex�
��+39¢+ MC���/�'�1�� k� f�-, � _ c �/zP�..a-��... _
, QA Qf,S�c.� �(,c.�r`� l� �tl/�L /��i�_�...�� V
T'
._____.�,.. ��..�__._ �_�— �� c.�� ._._.
�� �K�. �n O G.G,I,�tJ+ •
_. . '` ��_.._. .._.... _.r.
� -------.__________._________�_________w______________�,. _�.�---�__._______.__
� Insp�ction Mistar�y. . . . . v
��' ,% � �� '
� ?ter,� : +����t� h?ECH—Ro�_�gh -<-?
ic:/c:4/9$ In�pectat,: CD Ac�t i. ori 4 F��1 ��'r .Tr= AR�� DVAL �
� Notes : P VENT NOl" IN�T�iLLED AT Tt ` �- : 1.. '�- �?fjjr`.�,
B VEhl7 �ILJT I P�ISTA�LL.�D AT t-� �•�
DI�YER VFN°I' IS OVER 14' XI' _ � i"'-� �.1��f�,sEj,,��F'RO Tp�
F=C�R F=�RCI��ER Q4��ERATION t7F I: �;r: i �,.l� � � � '/ �Ih1i'•�
�E I N�F'EGT I OlU t�F 7HE�E I T �� h1. �T "C:CUR l=�R J D .rp CL7fVCEt�"_i��
�.hii(�`.�/�39 Inspector,e r.r, r��,::t c�r� , r�aF��F� F�F�ry"r '�1F��'L�� (� i.:�;�:�i�;"�.7:�
Item : ����4�► PLMB—G�s ��ipin� C��
,-;
I t e m : ��31� MECH•�-Heat i.n g �r ' ,��
�9i�8l9�3 Inspectar�: JFtt+� Hcr, �. ,f: �� �,r ��C�Fa 1 ��: _ .:z4�,r��
NoteS : 7�# AIR TE�T
1�/��/98 Inspect�r: f�RT �li:_R_ .i. c��� : , �a _ _.�t:_��- r-Pc;G ,c„`� �> i�-
Jtem : �+�3�:� I�ECH—Exha�_ist Honds ' A
Item: ���?,,.?,�+ �IECH—�t�pply Air
I t e rn : �+�34Q� MEGH—M i se.
�5r'�:8/99 Inspectar,: .TRM Nc1; i on : fa��F��Fi ���;�� � y �r�cr.•;mF�:i. r
Item: ����9� MFCH—Final '�
��I1�+/�Q Tnspectr.�r�� .IRM A�±:�`i on ; C�ta :.rs
�
� _.___
E98-0109: Entries for Item:190 - ELEC-Final 10:19 03/05/2013
Action Comments By Date Unique_
Ke
APPR OK TO FINAL TEMP POWER JRM 06/18/1999 A000029
741
Total Rows: 1
Page 1
E98-0328: Entries for Item:190 - ELEC-Final 10:20 03/05/2013
Action Comments By Date Unique_
Ke
DN not ready EG 06/15/1999 A000030
680
APPR APPROVED EG 06/17/1999 A000030
681
Total Rows:2
Page 1
M98-0170: Entries for Item:390 - MECH-Final 10:20 03/05/2013
Action Comments By Date Unique_
Ke
DN NOT READY JRM 06/10/1999 A000036
665
CO ADDTL COMMS-RECONFIGURE JRM 06/16/1999 A000036
PRESSURE RELIEF VALVES TO MEET 659
CODE
APPR APPR WITH CORRECTIONS JRM 06/16/1999 A000036
666
Total Rows:3
�
Page 1
_ _
P98-0139: Entries for Item:290 - PLMB-Final 10:20 03/05/2013
Action Comments By Date Unique_
Ke
APPR APPROVED CORRECTIONS JRM 06/17/1999 A000043
379
Total Rows: 1
Page 1