Permit 590 Main St (vault) ADDRESS- 0
BUILDING PERMIT NUMBER
INSPECTIONS : FOOTING
UNDER SLAB PLUMBING 7
SLAB -7 q- F 7
FRAMING -:34 -7-F7
COVER-UP-3-/7- �i 7
INSULATION 3- 2-7- .5�2
FINAL BUILDING z-/-
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT # S.:, r>- / -;;-,e-7 / 3
INSPECTIONS ROUGH 7-IF 7
FINAL ;2
MECHANICAIJ PERMIT #
PLUMBING PERMIT # 92
NOTES :
CITY OF
1*&4e& Ve4d - 94u�&
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX(904)247-5805
SUNCOM 852-5800
December 12, 1997
William E. Jarvis
590 Main Street
Atlantic Beach, Fl 32233
Dear Mr. Jarvis:
Our records indicate that you are the owner of the following property in the City of Atlantic
Beach, Florida:
Re 590 Main Street
a/k/a Blk 124, Section H
Re#
Investigation of this property discloses that I have found and determined that you are in violation
of City of Atlantic Beach Ordinance Chapter 24, Section 163-2.
Boats and other recreational equipment and vehicles must be stored behind the front yard set
back line. ( Generally behind the front of the building.)
You are hereby notified that unless the conditions above described are remedied within 5 days
from the date of your receipt hereof this case will be turned over to the Code Enforcement Board.
Under Florida State Statute 162.09, the Code Enforcement Board may impose fines of up to
$250.00 per day for a first violation and $500.00 per day for a repeat violation.
Sincerely,
Karl W. Grunewald
Code Enforcement Officer
KWG/gah
cc: Public Safety Director
Certified mail
c.e.c. 7056
Z 425 116 C59
t,U�Postal Service
RL-ceipt for Certified Mail
No Insurance Coverage Provided.
Do not use for International M942ge reveise)
Se7 t
Stri-et
C e
Postage $
Certified Fee
Special Delivery
,/ee
Restricted Delivery F4ee
'ing t
O� Return Receipt Sho% g t
Whom&Date Delivered
Return Receipt Showing to Whom,
< Date,&Addressee's Address
6
0 TOTAL Postage&Fees $
Go
I" Postmark or Date
E
0
U- —
w /�R— 7
a.
I andtor 2 for additional services. I also Wish to receive the
a C*Ffiplete its"3,4a,and 4b. following services(for an
sprirt your nme and address On thS reverse of this form so Mat we can refum this 9Xtra fee):
card to you.
wAttach this toffn to the frort of the mailph",or on the back it space does not 1. 0 Addressee's Addre,%M
Writs-Rejum Room*Requesied-on the Mailpiece below the article nuff"r. 2. 0 Restricted Delivery ca
n The Retum Receipt will show to whorn the article was delivered and the date
delWed. Consult postmaster for fee-
0 3.Article Addressed to: 4a.Article Number 7
4b.Service Type
0 Registered
13 Explees-Mall [3 Insured
d�retum Flee*for Medandse 0 COD
7.Date ot Delivery
,LZ
By*(PhntName) 8.Addressee's Addr4ss(Only if requested 2
and fee is paid)
Signature:(Addressee or Agent)
0
x
ps Form 3811,Decoi6er 1 W4 1025%-97-B-0179 Domest—ic Retum Receipt
Tatiftratt of Mccupunru
Titu of
Atlantic i6cac4 — Nloriba
10tvartmut of 'Nuiffing Inspation
This Certificate issuedpursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use For the following.
Use Classification Single Family Attached Bldg.Permit No. 13255
Group W.f rame Type Construction --'f a Fire District Atlantic Beach
Owner of Building Pulte Home Corp. Address Jacksonville, FL 32256
Building Address 590 Makn Street Locality Atlantic Beach, FL 32233
By: DON C. FORD
C
Building OfficiA Date:
POST IN A CONSPICUOUS PLACE
Ll
.................... ..... ..........
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
IS
Date 2 Permit No.
Time XM.
Received
Job Addres
Owner's
Name Contractor
rRlLIILDI5Q-----) CONCRETE ELECTRICAL PLUMBiNG MECHANICAL
Footing Rough Wiring Rough Air Cond.&
Slab
Temp Pole Top Out Heating
Insulation Lintel Final E Sewer Fire Place
Pre Fab
REAOY-FAD,9 INSPECTION
Mon, Tues. &dj Thurs, Friday—<�DM
A.M.
Inspection Made
Inspector---- Fi nspection
ate
CITY OF
1-0 f�fi c*e o/fBwu&Hedl4in g-1�f f i-i"I.
REQUEST FOR INSPEC ION
Date /7/ Perm t No
Time M, 7-5
Received
Job Ad oca y
Owner's
ractor
C-zm� -�CN'CRETE ELECTRICAL PLUMBIN ECHANfe*6-
Framing F� Footing E ough Wiring Rough ir o
Re Roofing 11], Slab Fj Temp Pole Top Out Heating
Insulation Ej Lintel D Final Sewer E Fire Place
Pre Fab
READY FOR INSPECTION
a
Mon. Tues Thurs. Friday �-P M
A.M.
Inspection Made 2-0311 --P.M.
Inspector Final I ctio
I c"
Cerl�i�ficate of ccupan
Date
APR— I I - !;�j 9 1 4 1 0
MAPj%,jt
L�
DARY SVRVEY OF THE SOUTHERLY 6 FEET
ER WITH ALL OF LOT 2o BLOO 124,
AS SHOWN ON MAP OF SE01ION "Ho' ATLANTIC BEACH.
AS IIECOM&P'A'r BM 1& PACE 34 OF'HE CA"T PUBLIC W-CORDS Or DUVAL COUNTY. FLOWA.
rft NORN nMIDA CLASOC HOM
N mly-w MR V ABOW UMM&Uf-
mm �� m A III
MAIN STREET (50' R/W)
S01 422"00*E
(LS 4707) 56.00 1704)
64.W
4.2
F- I-SrOgY COAfe.OJOCK
w w1srueee j-pomy
w
OW&IIA16
C4
C4 0 0
_j
oo I z
P?I' AN/
1, 0 T 2"+'*
B L 0 C X 1 2 4
(Lft 1704)
(LS 4707)
56.00'
S01'22*00*E
L 0 T I L 0 T 2 L 0 7 3
8 L 0 C K 1 2 3
ANAL SfIRVXY POWWO 04t. 10ONS.
FOUNDATM SURVEY ;3-10-97,MNOM MUND ALL IRONS. EXCEPT sET721 IRM (LB 1704) Ar N.E. CORNER.
Q VOMU 1401N ITEM LEGENQ RECEIVED
M "M 04SUP
rAt 1 STA=UrFjXL1Xyd WV=IMMA04
FLOR W 91 IN71). I"
NO W= EXMPT AS SHOW
COMM AC=AN 4=0T"TY110 n* FD.CONCRElt MONUMENT
: 1/2:rom WON
CERIFY ATM 0 /r SET""-La 1704 APR 14 1997
O.R.6. "Remine"LINE
FUM CEKWVAV-'rNt LOT DOM CENTRAL ANGLE
KNEOM IS St ftjXO Wit qffin Am A&IWA K4OfUs
_.X_ AS W40 Mj� I N 0.
ON'DIE FLOW WOURANCE AM MAP, CO"MTT AWL. 3M7 L ARC MOTH CitY of Atlantic Beach
PANM NO. 1"075- OW Q OAITO 4-1?-ft Cm 0400
4# P.C. PONT Of CURVATURE f3uilding and Zoning
SURVm lumpm 23 1997, p I, P0147 OF TA"aNcy
P.&C. Pow or REVERSE CURVE
SCALE: 1* FO, rom
FIEW BOOK PECISTC010 FLONDA SURVEYOR MAPPtO NO.4407 It/W 10CWT-OF-WAY
PAGES 66 k§7 dff� OAV. OPMAL RECORDS VOLUME
JOSE A. HILL JR. X-6 rl.VOW PENCE
42 4 M TO PACE q RDIM
CITY OF
Ve4d - 57&z4-14
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX(904)247-5805
NOTICE
TO: Water Department
FROM: Building Department
DATE: Z-el '0"�
V
Please be advised that the final building inspection has been
completed on each of the following addresses and construction water
is no longer needed:
Permit Number Address
3 :2 YO
/3 �;� .5-S
9 9 3
(:7e r7j,..
Building Department
DATE: z71- _-1 9- 9 7
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION ( S) HAVE BEEN MADE AND ARE
SATISFACTORY :
_/_Q -- ----- ------ ----------------------
433 S
z--------------------------
C_
---------------------
---------------------------
-------------------------------------------------
Enclosed are the blue copies of the permits.
SINCERELY,
BUILDING INSPECTION DIVISION
cc:FILE
BUILDING, PL4NNINGAND ZONING INSPECTION DEPARTMENT
CITY OFA TL4NTIC BF,4 CH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORKSHEET
Date Requested: .41- 2 3.- 9 7
Building Contractor: Izzi—tc
Building Permit Number: 132-5S
Address:
Legal Description: � 40. t- -2.)
improvements to the above described property have been completed
in accordance with�� the terms of the permit and is certified to be
ready for occupancy as
Lowest Floor Elevation:
requireT as built
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COHPLETE
DEPARTMENT DATE NOTIFIED DATE APPROVED BY
Fire
0
Public Works a
Planning D--
Building 41- -2 3 -7 L(
IY 'HHLL HTL BCH TEL No .2475805 Apr 3 ,95 15 : 31 No -010 P .02
rLOOPPLAZU 0CVvL0PftcRr XNP0ftMATX011
Type Of Devvlopment I q2
rjoad Zones.___. C-
Required Lowest Ploor
Xf building 10 1cmatod vAthin a grlelod hazord zone, a survor "U"t
50 ibode AFTCR 1rR6 GLAS HAS DZEW POURCP# c*r%L9y*ng that th,�-
Lovesr mcoR 1CLZVAjrj0V to eqUal %o or above the base Slooa
elevation established for that none.
No 94pel, Inepa,atlon W41L b* made and no ~tAticate ot occupancy
will be leaued untli the ourver As an Slie' wAth the buildino
Department.
COMMENTS%
Applicuot ' AckncmJLeftevWn'Lz I understand Chat the Aosuonce or
thlo permit Am contAngent upcm% J^w abowe, AngorwatLon baloo
corrodt and that the pLans and ouppoo &no 490to bow& been or aboll
be provided as roquArod, X agr" to comply with all applicable
Provialcom *9 Ordlft"cm No# 20-7-44 and olL other Iowa or
ordl.nanc4o m9foctIng thw proposed dovolopwant.
Dote---
,.AppI1aont*o 13Agnatur . ......
----------------
Department use
004wir0d Lowest MOW Clewatkon Q
As Built Loveot Pacmv Vzovation
Survey Piled w4th Out1ding
...........
at A we
PQUV
MAP SHOWING SPECIFIC PURPOSE SURVEY OF
LOT 2, BLOCK 1 ?-4., AS SHOWN ON MAP OF
SECTION "H" ATLANTIC BEACH.
A", RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIOA.
FOR: NORT�l FLORIDA CLASSIC HOMES
BEARING REFERENCE: N 01*22' W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT.
NOTE: THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF ALL TREES NTH A 6" DIAMETER
OR L�RGER
NOTE. THIS IS NOT A BOUNDARY SURVEY.
C,
r
'P05
MAIN STREET (50' R/W)
S01 *22'00"E
50.00'
70.01 8" N-LOWpo
Lli 7" WILLOW (5,
9" LOW -1, 4
C
—8" WILLOW
11 WILLOW
ri
10" WILI-7w
0
Lr) I i A 9" WILLOW
6 WILLOW
LLJ
00
Lu
C) 0 --1 - 0 0
0 c) ;-. u) I (6'c') a -6-fnr'-I- 5
a. 14" WILLOW CD
(D C'� .0 Lr) a
04 c� 0 0
u: 00
00
00 UL 00
z z
"All tre"to t-,c tiunk Of ��cich
8" WILLOW a minimu-r-of 5 FNE
2 ttee. Bar6cca�f�ls
site Clearing ar��,,
)In qI placC dulI119
ucuo'l."
7- PINE PAT I Z' ALL phases 01 cQnslr
B 0 C K 1 2 4
-7
-r�l I
50.00'
S01 *22'00#*E Tr
L 0 1 2 0 T 3
PRO rEc ;rr-D 7'R E �5
70 BE IF61moV&D (2 ) /0 A-V 14 4 Oi-V
'7 PV/4 L 0 kV /i W14 L ow
4 0'#v 7 7-0 rA L cr anu
4A4r-A1Dc-0 Co - 24fo - a4> 7o s go w s i-& 1,4 r/
I HEREBY CERnF-Y THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS D:
IHE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE NTH CHAPTER 61G17-6, T a FD CONCRETE MONUMENT
�LORIDA ADMINISTRA-nVf CODE (PURSUANT TO SECTION 472.027, FL.ORIDA STATUTES), AND FURTHER !/2- FOUND IRON
CERTlFy THAT THFRE ARF NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN o '/2" SET IRON - LB 1704
FLOOD CERT'IFICATE: rHF L07 SHOWN HEREON B�R.L. BUILDING RESTRICTION LINE
IS IN I'L000 ZONE AS SHOWN ClARSON mo ASSMATES, INC. A CENTRAL ANGt.F
1643 NALDO AVE., JACKSONVILLE, F!.,, 32207 R RADIUS
ON THE V'�..�Y)D INSUR&NCE RATE MAP, COMMUNITY L ARC LENGTH
PANEt NO� 1200'75-- 0001 D DATEP 4-17--89. CH CHORD
P�C POINT OF CURVATURE
SU R\A.yl-D APRIL P.T. POINT OF TANGENCY
P.R.C. POINT OF RF1,ERSE CURVE
SCA�.c.: FD. FOUND
Pt"'11"E(�171RILJA llijPl/rl0r; A( MAP-Pr� N �441� ' R/W RIGHT-OF-WAY
F I E t.D P 1),")K 555 PAGES 66 & 67 0.R.V. OFFICIAL RECORDS VOLUME
JOSE A. HILL JR. LOCATED TREE
CITY OF
ATLANTIC BEACH N2 21444
FLORIDA
April 29 — 19--27
NAME Pulte Home Corporation
ADDRESS 8081 Phillips Highway #14
CITY Jacksonville, FL 32256
Tree Mitigation Lot 2, Block 124 Section H a/k/a
590 Main Street - �00/WW 16 inches
$1,320.00
,6�0ol-oace)-.3(.L7-
... .......
When Signed, Dated and Numbered, This Becomes an-�J"ripl Receipt
MAKE CHECKS PAYABLE TO Received Paii'h440"
CITY OF ATLANTIC BEACH, FLORIDA TREASURER
TRANSMITTAL DOCUMENT FOR JEA
DATE: 3
"�e passed "rough" inspection:
The following permits
Permit No. Address
133114
�Zl -) 3
5 _5
exo=xXibrkue*xmpi)eaxcofK)d3Jaax4)e=nLts. Please update
your records accordingly.
Thank you,
BUILDING CLERK
CITY OF ATLANTIC BEACH
/vcb
CITY OF
4&4 A I B e4 C-4-
Office of Building Offfficia
REQUEST FOR INSPECTION
Date Permit No.
Time AM
Received PM
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing Footing Rough Wiring Rough Air Cond.&
Re Roofing Slab Temp Pole Top Out Heating
Insulation Lintel Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
A,M
Mon. Tues. Thurs. Friday-PM,
19
Inspection Made
Final lnspection
n,pector
Certificate of Occupancy
Date
CITY OF
120"/4-
Office of Building Official
REQUEST FOR INSPECTION
12 --� ? --:5'2
Date Permit No.
Time A.MI.
Received pm.
——————— —Locali
Job Address-----,,
Local,
Owner's
Name Contractor
BUILDING R E-7.
CONC TE ELECTRICAL PLUMBING MECHANICAL
__�I)N
7
Framing 9 Rough Wiring Rough Air Cond. &
Re Roofing Slab Temp Pole Top Out Heating
Insulation Lintel Final Sewer F- Fire Place D
Pre Fab
READY FOR INSPECTION
Mon. Tues Wed. (Thurs. Friday
A�1
Inspection Made PM.
!,-,spc-clor-- Final Inspection
Certificate of Occupancy
Date —
co
CD
S. c
S-I
0 0 44
0 0
ul
CD
0
--t'pK-
CD
C)
LAN
C")
OR
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
0 IL4 S7. /0 - 77
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
00 los If 6 du
Y L- 10F S
3
[�;$:15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been PLUMBING
made, call 247-5826, Building Depart-
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00 BL
p.m. Monday through Friday.
CITY OF
4&K&C
Office of Building Official
REQUEST FOR INSPECTION
12 55
Date Permit No,
Time A.M. A
Received Pm-
e
Job,A6ress cac ty
Owner's
Name Contractor
BUILDING CONCRET E ELECTRICAL PLUMBING MECHANICAL
Framing Rough Wiring Rough Air Cond. &
Re Roofing 0 Slab Temp Pole Top Out Heating
insulation E Lintel Final E Sewer Fire Place
X x
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. h Friday
AM.
Inspection Made RM.
lnspector7:�2 Final Inspection
Certificate of Occupancy 1:
Date
CD
0 0 CD
5 5;
a
CD
CD
1:5
1p 0
CA
o
7. r 10
W. oc
cQ
0 6-e"—1'�-�CITY OF
S.A—d9k"- 3
/ — 351
Office of Building Official
REQUEST FOR INSPECT;ON
2 13
Date Permit No. z
Time A.M.
Received X1
L
Job Ad!�Msg
Owner's
I Contractor
BUILDING CONCRETE �MECHANICAL
Footing Ruoph-Wirinig Rough Air Cond. &
Re Roofing Slab Temp Pole Top Out Heating
Insulation Lintel Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. Friday
7/�7 A.M.
Inspection Madp. 3 PM.
Inspector— 06 Final Inspection
Certificate of Occupancy i-
Date
d
P� CITY OF
4&w4c AeacJt-99&uk&
Office of Building Official
REQUEST FOR INSPECTION
Date 2-Y 71 Permit No.
Time A.M
Received PM.
,,,I.�Add�ess L ality
Ovvner;s`
Name� ontractor
-—--—-----------
BUILDING CONCRETE ELECTRtCAC--' PLUMBING MECHANICAL
Framing Footing Rough E Air Cond. &
Re Roofing — Slab Temp Pole Top Out Heating
Insulation — Untell Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
M.
�M.n. Tues. Wed. Thurs. Friday 1�0m'.
A.M.
Inspection Made PM.
Inspector Finallrispection 7.
Certificate of Occupancy
Date
0
DAT E:
.............
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
2
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY :
---------------
-------------------------------------------------
-------------------------------------------------
-------------------------------------------------
-------------------------------------------------
Enclosed are the blue copies of the permits.
SINC,-ERELY, ,
BUILDING INSPECTION DIVISION
cc: FILE
CITY OF ATLANTIC BEACH, FLORIDA
Approv*d by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE;6bQaL� 19 qq
IMPOBTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
Munson and Bryan Electric Co. 001713
23
ELECTRICAL FIRM. MASTER ELECTRICIAN SIGNATLOSE JOURNEYMAN
NAME AWES ADDRESS: ffqo MCL�n tt 0-�a RFD_BOX_
BLDG.SIZE BETWEEN:
RES. APT. ( COMM. ( PUBLIC ( I INDUS. I NEW (XI OLD ( REW.
AODITION ) TRAILER I TEMP. ( I SIGNS ( ) SQ. FT.
SERVICE: NEI ( INCREASE ( I REPAIR FEE
CONDUCTOR SIZE__% AMPS COPPER I ALUM&I
SWITCH OR BREAKER AMPS PH 5 W ;24DVOLT P RACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE INO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0.30 AMPS, 31-100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0.100 AMPS.- OVKR I
APPLIANCES BELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0.1 OVER
MOTORS H.P. I VOLTAGE PHS NO. I H.P. VOLTAGE PHS
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V,
NO, KVA NO. IKVA
NO, NEON TRANSF. NO. VA. I MA. I I MOTOR SIZE SWI CH I FLASHER
EACHSIGN
FORWARDED
TOTAL FEES
PSR-384
3 98
DEPARTMENT OF BUILDING
CITY OF ATLANTIC seAcH
PRAMIlf , INFORMATION LOCATIOWINFORXATION --------
P4rmit Numbj�r. 13298,: ,, Address: 590 MAIN STREST
permit'' Ty�e:PLUMBINO ATLANTIC BEACH, FLORIDA 32233
C1 of Wat-k:NEW --------- LZOAL DESCRIPTION ,�----------
Block:
C. t r T �e,:WOOD FRAME
ons Lot:148 Twp: 0
*o1posed, U#$:SINGLE 'FAMILY ''Section: 0, 'Subd* Rhg 0
Dwel, n4s ., 0 Subdiviiiow'SECTION H
Est .-Valuer 04, 00
1 rov o t :
T� 57 .00,
Aai 0
oun, 57 .00
`k
IN NE0
ION ---
APPLICATION FEES ---
RAT 1014
Me onpe— PERMIT
'of
At 4r . IGHWAY #14 ap
op tpt
L, OR,IDA 3 2 5"
4,; Z4"'t, e
pf
C A RMATIO
No ine.
14,11, R PLUMBING
A 4f 0,29 L NO BLVD.
N FLA. 32210
JACKS
T -4,
a,0�
NOI ES:
NOTICE ALL CONCRETE-FORMS AND FOOTINGS�MUST 139 INSOECT10 BEFORE POURING
PERMIT VOID SIX MONTHS AFTERDATE OF ISSUE
LDIRG MATERIAL,RUBBISHAt'41) DEBRIS,FROM THIS WORK MUST NOTSE PLApED'IN PUBLIC SPACE,AND-MU$T BE
C' ARED UP AND.HAULED AWAY,BY EITHERCONTRACTOR OR OWNER
OC ' 'A
IOMP,Lly-14 HE MECHANICS' LIEN LAW CAN RE,SU, LT IN
W1111-11,0 T
NIS.
10E
'TY,0WN,,0-,,,`, to
E P R GTW TOR WILDING tMPROVew
I UED ACCORDING TO APPROVED:PLANS,WHICH ARE PART OF THIS PERMIT'AND.SUBJECT TO 146 ATION FOR
V11 LATION OF A kLICABLE PROVISIONS OF LAW.
*rn,�a'a
U#7/97
AT NTIC BEACk swLDING DEPARTMENT ,
7-p
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: /k"
OWNER OF PROPERTY:
BUILDING CONTRACTOR:'.
PLUMBING CONTRACTOR DON HAR RIS PLU%!!P,!NG CC)
AND ADDRESS: P. 0. BOX 146-63
TELEPHONE NUMBER: (904) 772-0900 C F C - 0 19 19
STATE LICENSE NO: lop, 0 —9 —
TYPE OF BUILDING:
TYPE OF WORK:
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
SINKS SHOWERS
LAVATORY WATER HEATERS
_BATH TUBS /-DISHWASHERS
URINALS -DISPOSALS
-CLOSETS z -WASHING MACHINE
-FLOOR DRAINS -SHOWER PANS
OTHER
TOTAL FIXTURE COUNT: x $3.50 + � $15.00 $
;0�
------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURNS MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION �OF THE SOUTHERN STANDARD PLU14BING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247-5826
PSR-38�,4
A
04PARTIMENT OF-RUILVING
CITY OF ATLANTIC BEACH
awpom I INFORMATION, LOCATION. INFORMATION
Po,,rmit: Nvjnb0r*. 13342 Addrossf. 59-0 14AIN STREET
'Oermit Tyoe:MECHANICAL ATLANTIC BEACH, FLORIDA' 32233
c t --------- L,EOALI DESCRIPTION
I is$, ,o f, lwotk.NEW
onst, r Tyoo*WOOD FRAME Slookt Lotil,48 ltwp: 0
Rropose4: U,4e:STROL9, FAMILY, Sectiow.- 0 Subd:
wellin 0
D Subdivision'StCtION H
14
Unipiroir. Cos,t
Tot a I F tllll,��� 47.00
47.00
*9" AND f
I%milafffl
6 APPLICATION FEES
N4 ivp� osm—TION PERMIT 47 .00
Acl lor ioiwxy �*14
%;
I X, 3
L D
pi
N1 MOO m -
I D ,
(oh
FLO�IDA'�3,�-073
xjp
'C
T11
N
kOTIC* ALL COUCRIETE.fORMS AND FOOTINGS MUST 09 INSPECoT00�86FORIF.POUflIfXd
OID SIX MONTHS AFTER DATE:OF ISSUE'
PERMIT V
Bi ILOING MAtEAIAL,RUBBISH ANaDf,,$RJ$�FRQM THIS WORK,MUSTNOT BE PLACED IN PUBLIC SPACE,ANDVUST BE
HAULED AWA BY, CONTRACTOR OR OW I NER
0ED,UP AND'
CH
44A
�l comp M4 THE 10 MOON LAW CANAIRSUILT IN
ANI
0 *0*10 IMPROVitMENITS099
ATY OWNERPAYING TWiCE F00"ou
L
1!�UEDACCOA`014--TOAP�9 VEO,,,PLANSr�WHICH ARE PART OF THIS Pe 00
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLA14TIC BEACH
ATLANTIC BEACH, FLORIDA 32233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV.
Street Address:_�_t��
LOCATION
OF Intersecting Sfire�ef% B 1 0 And
BUILDING
I Sub-division A e,'55a ell
111. IDENTIFICATION — To be completed by all applic,ints .
In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance
with the attacFLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good practice listed therein.
Name of mochanicall McGowan I s Heatina & Air— Contractors
Contractor (Print) Cond. Inc . Master CACO-18970
Namis of M-48
Property Owner te?
Signature of Own r Signature of
or Authorized Ag:nf fact or Engineer
11111. 601PAL INFORMATION
4' T of hoofing fuel: B. IS OTHER CONSTRUCTION BEING DONE ON
\Zz C THIS BUILDING OR SITE7
(3 Gas—0 LP [3 Natural Control Utility
IF YES. GIVE NUMBER OF CONSTJRCTION
13 Oil PERMIT
1:) Other — Specify
IV. MICHIMICAL EqUIPMENT TO It INSTAUW NATURE OF WORK
1provide complete list of components an back of this form) '�CV Residential or ED commercial
Host 0 Space 13 Recessed Control 0 Flow New Building
Existing Building
Air Conds6oning: (3 Room \13fConfrol 0 Replacement of existing system
ct System: materie ��42 Thicknm_z�
Maximum Capacit-f / New installation(No system previously Installed)
C1 Extension or add-on to existing system
(3 Refrigeration 0 Other — Specify
(3 Cooling towee: Capacity 9-pin.
Fire sprinklers: Number of head-
(3 Ellwator 13 Monlift [3 Escalato (number) Tmis spAct PoR omcs usa oNLY
0 Gasoline Pumps —(nurnber)
Remarks
(3 LPG containers Inumber)
d Unfired prenum v*ssoi Pormii Appr oved by Data-
0 11101111111n;
b Other — specify Permit Fee
UST ALL EQUIPMENT
AOL CONDITIONING AND REFRIGERATION EQUIPMENT C%Pwty Approving
NumberUnits Description Model Number Manufacturer (Tons) Agency
70_1r�lot< -2'y"
TING - FURNACES, BOILERS, F.IREPLACES Capacity AppfoftW
Nuinber Units Description Model Numbir mmufactum (BTU) ASMOY
TANKS
Rm Many NawlW Capsicity Type Liquid Name of Serial Approving
=4 vbnmuioos Contained Menufactursir No. p4mcy
CITY OF ATLANTIC BEACH, FLORIDA
Approved by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: "rJcLffzj E2 19-9-T
IMPOBTANT NOTICE-.
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH E AL REGULATIONS, CODES AND CITY OF
ATWISBRIW"Oft Co. f)Nrjt.4)66 EC-0001713
1423
..........
ELECTRICAL FIRM: f _M&V_E9'rL_EC7AICIAN SIGNATURE JOURNEYMAN
NAME AP/D IRE S S: o f4cxi o '-'a FD isox_
0 1�-� par-;�—m :�
SLOG.SIZE CQ)k BETWEEN: - QL�
RES.X AFT. ( comm. ( I PUBLIC I I INDUS. NEW (y OLD ( REW.
ADDITION ) TRAILER ( I TEMP. ( SIGNS ( ) - SQ. FT.
SERVICE: NE �V) INCREASE ( REPAIR ( FEE
CONDUCTOR SIZE I AMPS COPPER I ALUM. (V)
SWITCH OR BREAKER AMPS P H 5LW JQDJ
My LT (�Wf RACEWAY
EXIST.SERV.SIZE AMPS PH W , VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE I NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
1,1* AMP6, 31.100 AMPS,
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0-ioo ^Mrs.
APPLIANCES BELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT, KW-HEAT
OVER
MOTORS H.P. I VOLTAGE PHS NO. I H.P. VOLTAGE pHs
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. KVA I I NO. lKVA
NO. NEON TRANSF. NO. MA. EOR SIZE SWITCH FLASHER
EACH SIGN
FORWARDED
TOTAL FEES
PS�-;��44
DISPARTVIENT
OF Ot#11ILDING
CITY OF'AtLANTICtEACH
4
--- PERMIT INFORMATIO14 LOCATION INFORMATION
Addross:, $9Q MA I N ,STREET,
�Peemit Ty�*- ATLANTI C BEACH, I FLORIDA 32233
?TS=QLZ- FAMILY
C �s of work:w LEGAL DESCRIPTION
Twp- 0
1�onstr, Tyoe.*,,W.00D FRAME Block- 124' Lot :x4mmmt2 til
'* ' p ,
n"I ' '� : --I- - - , 0
)topos4d U�e,:SINGLE FAMMY!, sectio, '01 � Su CF. Rng.
0 Subdivition'SECT'JON N
Zst .. Val4e: 0 .00 '
mpXov. : Co*t: 61 115.00
t, 3, 420.
otal F*
T, I I I ,
9
unt
SHISSIX-P NQ8 PBA PLAMR ,16of" �0 4061
A ICATION TEES�,�
PPL
ION
ATION PERMIT 4162.00''
IORWAY #14 WAT 0
r:
41 0
L' IDA 3 2 1,1r1f
'0
OR
4111
0
RADON, o0AO-H.R
A R ORMhT 109- ------ - RADbN dA6, 5% 0.55
CORPORATT90"' �32 5,,00
'A im 'I, #" $I H PS HIGHWAY SUITE 14 SEWtx' Thp , 0.00 .
FLORIDA 32256� CROSS C
JAC N 35.00
bbSEC H 1
tcll C
IMPACT On "140 00
Tl 6d'6' 2-1 CO
14ST..Stakd"AdE 2�'4
we"'%
TL,.SCH .
�ICHAR
Olt
NQTICIEj-AL4 64 N*P��VRU OffORi MuR]ING
CONCRETE ORMS AND FOOTINGS MUST
PERMIT VOID$I X MONTHS AFTER DATE OF ISSUE
B 0fLDtNG MATERIAL,RUBBISH ANUDEIBRiS FROM THIS,WORK MUST'NOTtE PLACEIP, �N PUBLIC SPACE,AND MUST BE
C EARED UP AIsIp HAULED AWAY BY tITHtil CONTRACTOR OR OWNE
ZIA LURE.,10 COMPLYMITH THE MECHA 1CS!'LIEN LAW CAN
N 1�iqlllksuit IN
-7 H PAYING TWICE FOR U NO M
E POO 1,,ERTY OW
4TION FOR
UED ACCORDING TO APPROV-0 PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOd
V, . : - 11 . 11
LATION OF APPLICABLE PROVISIONS OF LAW.
OL14DY
or*
4
Total pay*013t
T ANTIC BEACH 8
A UILDINGP PARTMtNT"
'7512 ,or
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address— -�-C?C. 'm of L4j
Date / .- 3o - 9 7
Heated Sauare Footage 4?S- @ $ iD e r si f-t = S
Garage/Shed 00 @ $ 1 per sa --;-t = S
CarportjPorch /00 o 8 / 7-0,6 per sa -7 00
D ec k ver scr ft =
Patio o Per sa ft = 8 0/,)
TOTAL VALUATION : S
-)-(,o
Tctal VaL-uation 1 s t $-5o, o5 0
11 "11T -- //? 0<-"
Remaining Value $ 1/ per thousand
or Portion thereof
TOTAL BU I T DING FEE
A-i
+ Filing Fee 00
0) Fireplaces @ $15 . 00
BUILDING PERMIT FEE 8
WATER IMPACT FEE $
SEWER IMPACT FEE S S-0.0 0
WATER METER/TAP S 0 ()
CAPITAL IMPROVEMENT ;�— 3 2- Is-.019
SEWER TAP 5
('134P51 RADON (HRS ) CO50 S
SECTION H PAVING ( S-Cot .) $
HYDRAULIC SHARES S
CROSS CONNECTION $
(/SRS1 SURCHARGE . 0050 8 V - z
OTHER $ 1�
GRAND TOTAL DUE 1Z
ADDITIONAL PERMITS OR FEES : Mechanical Plumbing
Electric'/New Electric/Temp_: SwimmingPool
Septic Tank Well Sign Finish Floor Elevation
Survey Other
CALCULATIONS and/or NOTES :
CITY OF
ROPERTf DESCRIPTION
�7,
Lot Section # 800 Sk'AlIN011.ROAD
-------- ATLANTIC BEACH.FLA)RIDA 3223.1-15-w�;
TELEPHONE(904)247-5800
Subdivision.- FAX(904)247-5805
.5treet flame DESCRIPTION
or Address
If in a FLOOD HAZARD RILE'0
Flood Zone:___ ftxtf area co
----------- mplete page 3. Brief i"IM9
- Description:
-me-1 ----------
Claus of Work:
(Hev/Remodel/Addition) New
Z01JING INFORMATION
Type of
Construction:
2oning Proposed
Dic.trir-t:-PUD----Ugge:.aTI&12_.LlieilZ_.Lt.Eidence *lue
Estimated Va
E:xceptions or Materials; ne
Variances Grenteds--- -------- _t:L
------------------
Solid or
--------------—-------------------------- Filled
GroundsFilled......Roof:_ajajUgjQa__
OWNER INFORMATION
Method at HoatIngi—EleQUic
Property Ovnors_Pulte Home orl?21�2 12r� 733-7300
------------------- Phan
Mailing
Address
Jacksonville, F11 32256
-----------------—---------- zip----------------%.:-
CONTRACTOR INFORMATION
Contractor 3-hUs.9L Home jQqrporjt19X----- Phone:- 733-7300
Addrepaz SUjqj _pjLjj3_jp_%.g=
adk o Fl. Zlp:_32256
—-------------
License Humber:_IQQ-CO57891' Expire tiogb-31-98
-------------------- Datet
I wraceY cLRrzry TvAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO ve TRUE
Alto CORRECT. ALL P*ovjqjGKS OF THE LAWS AND ORDINANCES GOVERNING THIS.TYPE OF WORK WILL CC
Co"PLIC4 WITH, WMCTHCR BPCCXFXED HEREIN On NOT. THC GRANTING OF A PERMIT DOES NOT PRESlifir TO
nik OIVC AUTHORITY TO VZOLAYS ON CANCEL THE Pnoviszous or ANY FEDERAL, STATE OR LOCAL alltz-5.
CGULATIOHS� ORDXHANCES* OR LAWS IN ANY MANNER. INCLUDING THC GOVrRHImO or CONSTRUCTION OR Ttir
I UNDERSTAND THAT THE
I-CRVORMAMCC Or CDHST*UCTZCJV.DIP THE PROJECT.
ISSUANCE Of THIS PLRnIT IS
CONTINUCHT UPON TUC AROVC Ur""ATION 8C1MO TRUC A440 CORRECT AND THAT THE PLANS AND SUPPORTZ960
DATA HAVE.BEEK Oft SHALL we DED As AEOUXMLO.
Ovner Signature Date
t Sign at.
ature
Contrac or
01/24/1997 16:25 9042780366 MCGOWAN'S HVAC PAGE 01
(it, (if Commun i ty A f ra i r-:-z YN 11 K
FKORIDA pNKRGy FFFjCj,NCV CODF FOU PUTLnINO rONSTRVPTION
inkM 60DA-SN Ros i dent i ul Whol o Huil d i ng Pu r ro rmnncu MnLhud A N C! A I
PROMT NAME : 1141 4-HEDROOM NUTLDER : PULTF
ANO APDRESS : 2/ 124 WHRUTTING ' MMATI
AT,T 111i,AC11 W`P'ST i o P F i c r. Av�tU n 6-Wr4- ! XONF : I
IFO _�NA - ��f. ! PVRMIT NO . 15 -Z-55 ! JuRvOICTI (M NUMIlec
OWNE.R : 1 0- 11 kK CK
P�Ohw faki-J 1 0,-. , 1 , Nk�w
N(,,w Elonstrtickv or adc)j Lion
faill i I V Je.t.�Ic h(!d o T' Mill t i f am i 1 a t t ne h ed 2 . S i n 9 1 i
I AT Mul Lifnmi ly-No , of rinits 3 . 0
4 . ir m" n-irumily , is Lhim n worst case (you/no ) 4 .
wooditionod rivor urun (mq . ft . ) 5 .
Prodomi nnn L eave ove Mang C f V 6 .
7 . Parch avarhane lunUth fft , ) 7 . 00
8 , nr�-,,.L I.Lrid type � 'Sirrllt, 1�nlic
n . VICar Glas.--4 An. owsqru
K TOL . film or sola" scveeri 8b , Q . f,):-;(I r 1 0 0!
9 , Floor type and innulation :
n . Slab on gradc CH-val "a . pinvimeter) Ha. R= KnO , i7q no ri
10 . Nnt Wall Lypn arva and Ans"latian :
FxLv"ior: 1 . ;WncreLe ( TnsulnLion R-value ) W- 1 V7 4 . 2n , 917 o n r i
Moriar: 2 , wamd rrnmv ( Ins" Intion R-valnu) 10a-2 V11 , 00 . 21 Onyqrl
b . AdjaconL : z . wood rrame ( Tns"lntion R-valuc ) M-2 UnI1 . 00 , �ql NOMi
J ! Xoijing typv nro" and ins"lation :
Uridor, O- Liv ( Tns" Iatinn R-value) lln .V= 119 , 00 79ON"qri
Orldor 'JI ic f KN" Intinn R-unl "e) lin R=10 . 00 1100 . 00yqul
12 . Aiv disLrib"Viur symLoms
n. O"VIS ( ins" Intium + hocaLiun )
11 . :Wol ine sysMn IR . Typc : nrnLm ! AW
MR : 11 , M()
14 Hen& i no Sys Lom! 14 � 11(!;L1. "MIDI'
HSPF7 7X9
IF . Hot waten myMhum: is , Typr7 Flo- ? rk,
VV ; 0 - 91'.1
1C . Hut WnLvr VpudiLs : CIHI-R"nt Rncavnry , 16 ,
!')[11"-!)cd i('11 Led Ht".J. PAIMIP )
17 . Tnf i I Lration prackicn : I . 2 nr 71 17 .
18 . 11YAC Predits WF-Ouil ing Fun , rv-Crass vent , 18 .
"F-Wholv houHo W , RD-Attic radinut
barrio r. KZ-Mu 1 t i cope )
19 = 1 WNL nut cxvuvd 100 puinLs ) 19 ,
a . TuLnl Am -HVIL point,,- M.
18b.
-------- ---- -- ---------- -- --------------------------- - -- - - ------ - - - - -
------------------------------------ ----------------- --- - - ---- -- -
r Iffirel,.v corfify ME th" pinn-.; and T-teview of thp pinnN nno ypwv i ri"oi mw.
xpcci FicnLivns coucr"d by this calcu- covered by ON -mir" InLinq iojivjlr�,
lakinn nrc in rumpl inninc with the 1 Comp I i ane" W i Lh LhP V 1 v I i An P no
U r i In Fnq ryy Q (10 . code , herer, consk r"c[ iom in P"inu I v ! od
Y
h" inwvcriwo rok,
this buildinv will
,WFPARKH RV : compl inncc i n avoordanco w i 1 f-al K
—.2.2-_IF F . S .
553 . 908
1 horuby cuni ry that this b"ilding is 1
in comUlinnec wiLh thu Fluridn Energy
LL BUILDING OFFTCIAI. �
7
DATP TYATE :
01/24/1997 16:25 9042780366 MCGOWAN'S HVAC PAGE 02
; NFTkTRATTON PFOUCTTON PRACTTCE COMPLIANOF CHECK1, 1ST
k'O M N V NT,1,; 10 N REQUIREMENTS FCR EACH PRACTFCF
=0077-7 -7
PRACTIX #1 606 . 1 COMPUY WTTH ALL INFTLTRATTON PRKSVR1PT1VFi ,
--- ----------- ------------------------------------------------- - ----- - ----
Windows 606 . 1 Maximum of 0 . 34 CFM pmr I inant-I root, or
crack ( includes sliding glass doors ) ,
-------------------------------------------------------
Extorior & 606 . 1 Maximum of 00 CFM per M, ft , of donr armn : "01 Of
Adjacent Door!.; Coro . wood panel , insulated or Qnsm dvr, 10 unly .
--------------------------------------------------------- --- -- -- --- - - -- -- - - -----
ExLerior Xints 606 . 1 To be caulked . ganketed.
Cracks wine sealed .
PRACTTCY CZ 606 . 1 COMPLY WTTH PRACTICE #�] AN'D r,j1v
-------------------------------------------------------- --- -- - - -- - - - - - ---
Exter-inr Walls 606 . 1 Tap platu penetrations sealed , Tprillralion hapricr
& V ! on ps, instabod , We piuca/ rour joint ca"Iked ov Ncaled
------------------------------------------------------------- ------- ------ -------
V%turior Wal is 60611 Penetrations . joints and cracks an &Lr "ior normcc
A Ccllinws caulked , sealed or gasketal .
----------------------- ----------------------------------- ---- ------- - -
Docl,Wnrk 60611 Duetwork in nnennditionod space must hp Y"nivd -
------------------------------------------------------------ --
FirmplacnN 606 . 1 Equipped with outside combustion air . foor- nrid floc
dampers .
---------------------------------------------------------- - ---- --- -- --- ---- - - --
Exhaust Fans 60611 Equipped w3th dampers . Combustion dvvicrN -v,�
526 , 11 , 02 .
---------------------- -- ---------------------------------- - ------ - -- -- - ---- -----
%mbus-11un 606 . 1 Combustion space and watar honLing SYSECMN P "O., idcei
HeWnL" with outside enmhuntion air. excevL AirvaV -v&
appliances .
------------------------------------------------ ------------- --- - - - - - - - --- - - - ---
OTHER PRFSCRTPTTVF MEASURES (must be met Qr uwcocded by W 1 "v0dr—W' . )
- -- - --- ------------------------------------------------ -- -- - --- - - --- -- - - - - -- - -
Water Heaters 612 . 1 Comply with officinncy K TshV 6- 11
Switcb or clearly murked uirw" iL hrmakur frl "ct -iv )
or eutpff (gau) want be pruvidnA . F0urnal or h" i 1 F --
in beat Lrap rnquired .
------------------------------------------------------- - --
Swimming Poolm 612 . 1 Spas and heated pools must hnvv cnvers fasr"PI so ! n�'
S P heated) , Non-commarclul pools m"NE havc n ""MV f War.
Gas spa & pool heaters must have n mioim"m lh"rmnl
ufficiency of 78 percent ,
---------------------------------------------------------------- - - - --- - - ---
Shower Wnds 61211 Water flaw must be raRtricLed to no moln Ihn" A 011 -
luns per minute at Ba Psm.
-------------------------------------------------------- ---- -- - - - -- - - - - - - - - - ------
Air Distrib"tion 610 . 1 Al I dmcts . fittings , mechanicai cq" iPmc" V qnA vlv""m
syntom!;; chambers shall be machnnically nttnchod , i --
ulated aud jnmtallod in nccordanr" wiLh the r- iErrht
Of SOCtinD 610 . Ducts in unconditi "nud aLEinN mml-
be insulated to a minimum of R-6 . Air hind1mw YK& I
not be installed in attics uninss in merbaniqN1
closet .
---------------------------------------------------------- ----- - - -- - -
UVAC Cantrolm 607 , 1 Separate readily accessible man"al or, a"Iomnlif-
thermostat ror each systom.
-- ----------------------------------------------------- - -- - ---- - -
TmsulaLion 604 . 1 Ceilings minimum R-18 , Common Wnf ! y - F=mv V - 11 "r
cini . j CBS R-3 both sides . Common ccili "n A floor" P- 11 .
------------------------------------------------------- ------------- - ---- -- -----
01/24/1997 IG:25 90427803GG MCGOWAN'S HVAC PAGE 03
SUMMFT, CALCULAT"TONS'
VA,81- AS-PUMT
7,77 7.7.7 :n 7�n'77
i". Z 7z
GT o A 11;IS
OR ; FN ARVA PCIII NTS' TYPT." S'C oft.T.F-1 N A I I F,,� M
N 114 . 00 6 5 8 1554 . 4 DUl. I i R N
N 3�*p
00 IF,5 1 8 164 Fw . 0 MIT, (71,R 753 7
T,R P" "'i 7�i 7 1 f; 10
("1 65 8 1 ") 11 . 4 1)V L CTR S . 0
w 77 . 00 6 5 8 1")0 6 6 . 6 D.171 1', c i a-t w 4() ' D 79 7 7
T)Ill 1 (11,11 w 7.9 7
w I'll 7 9 1 '1 7
15 1 N FJA M V. TOTA f, (ol',MS'S A D J (al,A SS AFIJ
A R YA AREA POTNTS I IC! I INITS
73 . 00 11 13817 . 40 1 9 qr� 7
1 . 201
:7. T.:7-i! 7::t':L 'M 1.: -.7
N IN ASS- .......---
ARVA PSe.'.,M POINTS TYPF" It V AM)F A III F.N
W A 1,(-S..........
�14 0 4 f; . C Fxf., Wood Fr'amc' 11 . (.1
Fxt.. NormWtlilvc�k Irt 4 . 9 1 0 10,'7 0
Ad.i �l 4 . 7 Q 5 8 Adj Wood lo'riaxac I I
it IS...........
f.) Ex J�, L
Ad �3
AdJ T m�i t I I a-1 ell
U.A 1 11 W*'� 0 Al,-t,ic. :;I(i n 1 .1 0
1.)n d e.r A ti,i c.
V
S ! h 17 9 17 (.1 fil 61 111 5 1 �.-L b- I- r.;,L
NVII j,'(TAT! ON----
8 F) , () 8 . 0 1 1080 0 PviivLice $2 1 10
7:77:77.-1'�7 7:-:7 '17 7- ;z -.7---r Z:,.
'FOTA I, M M F It !'.,(I i N'l
5 6 4 5
7,-'7 7 7 7 7
"i y 1),Ir F K C'00 1,T N(-,, 1 'T(ITAT., CAP x DUC-T �14` (10 N
MU i T M��' PC i N
SI COMPON
I?,A TT 0
0 1 1 115 6 4 5 7 7 /1 7 8 9 15 53 2 19 5) I '1 0 0 1 0 7 0 10
T-. n" 7� :�z
01/2V1997 16:25 90427803GG MCGOWAN'S HVAC PAGE 04
WTNTER CALCULATTONS
AS-RUIKT
GLASS-----------------
CRTFN ARVA x RWPH = POTNTS TYPE SC CRTRN ARFA WPM WCV NV'4
-- ----------------------------------------------------- -- - -- - ----- - - - - - - - - - - --
N 48 . 00 - 10 . 6 -50R . S DBL CIM N 16 . 0 7 . 2 1 . 17 16 . 1�
DIII, (TUR 'N 1610 7 , 111 1 , 1 7 1 11�; ' ��
D B 1, (71.1t N 16 . 0 7 . 1 1 17 116 , �3
F 25 , 00 -10 . 6 -265 . 0 1 DHL CLR E 2 . 0 -9 . 2 - 1 . 2s 29 . 7
! M., Cl* 21 . 0 -9 , 2 67 - 14111
8 23 . 00 - 1016 -24a , R DPb CLn 21 . 0 -2A . 4 � 8 9 -582 . ��
w 77 . 00 - 10 . 6 -816 , 2 DEL CLR w 40 . 0 -9 . 2 . 77 -2843
DII-11 C"r I R W N2 , 0 -9 . 2 - 1901
�1)P-I-, cn'R W 5 . 0 -9 . 2
-------------------------------------------------------- -------- --
15 COND . FLOOR TOTAL GIABS = ADJ . v GLASS ADJ GIASS A k A F,'�
AREA AREA FACTOR POINTS PC [NV�
. 1 , 1 , 185 . 00 171 . 00 1 . 201 -11831 - 80 7 9 0 , 2
To z A====== ====7Qr 77
NON GhASS------------
AREA x VWPM = POTNTS TYPE R-VAhUF A V FA WI-H '(IiNTS
---------------- ---------------------------------------- ----- -- - - - - - --- -- --- -
WALIA--------------- -
Ent 940 . 0 2 . 2 2068 . 0 Ext Wand Frame 11 . 0 21 . 0 1 70 gq , l
Ext NormWtIllook Tn 4 . 2 917 , 0 6 . 14 Kn 1 1 . ell
AAJ Z114 . 0 216 1058 . 4 Adj Wand Frame 1 1 . 0 191 . 0 1 � cv 1048 , 1
!MORS------------------
Fit 20 . 0 1211 246 . 0 Fxt Hnulated 200 R . 40 168 . 0
Adj 1 181 1 0 11 . 6 207 . 0 1 AS TnHulatod 12 . 0 8 , 00 14 4 - P
CETKYNGS--------------
UA 1185 . 0 1 . 2 1662 , 0 Undur Attic 30 . 0 140010 140 loco , ()
I UnAr Attic. 19 . 0 29 . 0 2 100 78 , 0
FIBURS---------------
h 172 . 5 R 1597 . 5 Slab-qn-Gr4dr, . 0 179 . 5 18 , 80 11743
r NFTLTRATION-- ---
1185 . 0 7 . 4 10249 , 0 Practice 42 1385 . 0 7 � 40 102400
WAK WTNTER POTNTS
MTAK SYSTEM HEATrNG 1 TOTAK x CAP DUCT x SYSTFM x fVFP ! T "FTrIN;
WTN PTH MULT POLNITS 1 COMPON RATIO MUNT MtHN mull PW NT,'-�
----------------- --------------------------------------- - ------- - -
14 , RH5 , 80 . 55 9, 187 . 19 1 21040 . 60 1 , 00 1 . 070 . 448 1 . 0or 1M . 161 71
01/24/1997 16:25 904278036G
MCGOWAN'S HVAC PAGE 05
WATER HEATTNG.
now As-HulhT
7=7
NUM 01, TO,"['A J, TANK VOLUME FF TANK x MUI� N rTFP ' T YCT A
I�F I I H m RAT 10
- -------------------- ----------------- ----------------- - ---
1 NHOI . 0 1 1 140S 00n 1617 , 7 1 YN 10 1 W!
W2 r=7 7=5=A===man 7=n
SUMMAR�'
:7 7
1;T N 11FAT f NN IRIT WATER TXITA 5 COOLING HFIT f NO Hfo WA-po MOTO ,
N'!',,,,' ; U f A&jv 1TITNTS POTNTS P07NTS + PU I NTS IV I Nl�
- -- --- --------- - ---------- -- --- -------------------- ------ - - - -
71070 8117 . 2 11408 , 0 27 , 054 . 08 -v &09 . 7'1
RP7 98. 58
01/24/1997 16:25 904278036G MCGOWAN'S HVAC PAGE OG
ENBROY GUTDF
Fop dutailod infnrmation
of the EPI raLing number-
cw for any ITEM I isted ,
ask ya"r Hui Ider for-, EPI= 98 . 6
DGA Form RODA-97
or Form 60OH-8,1
0 10 20 30 40 50 60 70 80 90 100
---------------------------------------X- !
TKe maximum al lownhIc EPT is 100 . The tamer Lhe FrT the mory erricipml Lhc hums.,
RESTDENTTAL ENIERUY PERFORMANCE RATTNG SHEFrI,
fTEM ROME VALUE how Errivancv Hich orricicnc .
SINOL Gl,ft 1)111- TI NT
WINDOWS . . . . . . . . . . . . . . . . . . . . . Double Clear 1 .............X.... ...
TNSULATTON . . . . . . . . . . . . . . . . . .
R-10 H-10
Ceiling R-Vn ! ue . . . . . . . . . 30 . 0 1 --------------- - -- - -X ,
R-0
W,11 I It-vill uc . . . . . . . . . 4 . 2 -----------
Floor 10-value . . . . . . . . . 0 . 0
AIR CONDKTONER . . . . . . . . . . . . .
S E F U. 17 , 0
S F P
I A� . . . . . . . . . . . . . . . . . . . . . . ! __X------------ -- --- -
HEATING SYSTEM . . . . . . . . . . . . . .
6. 9 11SI'.11i I Z 0
Electric HSPF. . . . . . . . . . . . 7 . 6 ............ ... ..
WATER BEATER. . . . . . . . . . . . . . . .
0 . 9�t 0 , 96
FI oc L r-i c. FI; . . . . . . . . . . . . . . 0 - 92 ! ----------X---------- 1
0154 0 . 90
0 . 00 1 --------------- -- -- - - !
0 . 40 0 . 80
Solar ---------------- - --- -
OTHER FEATURES . . . . . . . . . . . . . .
. . . . . . . . . . . . . I ' ll
I corti fy that those "norgy saving Features requ i Ped rar the F ! vr i0�
Energy Code have bnnn i natal I ed in this house .
Builder
S*i g n at i)re
A dd re LU k,
Lay.
-AL
Cunmtracticn -
Fluridn Dopartment of Community Affairs F14 ;=nV
01/24/1997 16:25 904278036G MCGOWAN'S HVAC PAGE 07
WFV ! A!
Rnsmanuhc) 01 P2 1997
WHOLE HOUSE
GAFN / BEAT hOSS CALCULATTON USTNG FLAIRIKSM) PATA FIKK
( AASF0 ON AX . C. A . MANUAh J - SFVFNTH FDTTTON C& 19HE bv I Cc A I
llroj(!ut, riamc 1341 4-REDROOK
ow"Or
PuiAd"r
RVA0 contr. McQUWAN
Pond Fir Avea : 11R5 SF * GLASSM RATTO 12% * Hv"Nc Fac"S . V�ql
* Climatic Conditious & Design Cnnditiu-N
- ------------ -------------------------------- ---- ---
Gongraphicnl hucation : Florida 1 Jackmanv i. 1 1
NvKh hakiLudc Flovntion 30 Dog , 24 P1 . Ahovv S-.i
OuLdour winte" Dry HUI [:; 32 Deg . F
Woo" QnLur D ry Un 1 1�i 70 Dog . F
Wintcr WL"al ) Temp . o i r r. 1 38 Dog , J�
winter T"mp . Di rv . CwTd) 1 40 1)(..1�.g . F
CuLdoo " Summon 0 ry R" 1 1:2 1 94 neg , p
DuLduor Summer Wr E Hu 1 h, 77 Dog . F
0"Wor Summer Now. RaLi" Or/Lb 1 1 114
Moor Summon RvInitive Rum. 1 60%
Indoov S"mmvr DoNign Gr/hh . 1 4 9i
TIOVUr Summer Pry Rol h 75 Des , F
Summc- Daily Rnngc Is neg . F - M
Summer (Actual ) Tamp . D i ft . 19 Dug . V,
s"mmcv cutup svi ) 0mvDirr. WTH ) 20 Deq . V
------- -------- - ---------------------------------------- ---- - -- -
* HEATING SUMMARY * PUMOWDAT * nonn = SUMMAVV
SURTOTAi, 25476 . 81 ! STRUCTURE SVNSThKF 1191& 0�
IMECU , VENT- im crm yoqo , o�!
TENS . + MFCH , VFNT 160YR - Q-1
ITEMP. MNO P 1 OF". 1 00
1OCCUPANT/APP&ANCE 10011 - 00
P(TT LOSS 1273 . 84 SUCT GATN II &K - 901
10TAL KOSS/RTUH 26750 , 65 ACTAL HENSIPLF T0911 , 41
ITOTAL LATVNT �Oil
I
, SENSIBLE + LATENT � 7API 10
10% ovkUS11h FACIUR 5350 . 11 QUZ SVN8 . 0VRNZP FTH :
ACTUAI, + WX CIVERSIM 19028 , 55 ! SENS . + 20% 0VFRS1ZF : �q ! 17 . 011
HT(', FTIf. -.-:: 4 1 . 2 050 FTR = Z2 . 7 jCKG DESTGN CFM qf�
ROUrPMENT SELMUTTON *
VQT MANUF CARRIFR : : CU MOD 0 IRAYBUID-3 ABU MOO 0 KIIAN101101
1111; jNJ'/VT'UIj HTG OUTP/PTUTI 7 VIIIII, III,
SENSIRLE PTUH KATKNT RTUH 28400 11111111
Y&NAGE 2 . 4 ( S)EFR it CLG CFM 1000 "TH CFM Mori
JRN 1? '97 10:34 CLARSON 065 P02
MAP -9. 40VONC; PLOT PLAN OF
r�4sm ,..somr14 4o r-r-E-T �.OF 'LOT' I a AM) ALL OF LOT 20 BLOCK 12-1
SecrjoAj " �V, ATLANTIC 5SA4:H
PLAT 600k 19, PA&e 3411 buVAL copNTY, FLORIDA
1=0R: PULTE 14OMe CORP.
LOT 2 SLIC 124 - ReVISED)
MAIN STREET (509 R/W)
..........
01 42 '00"E
00
w
En
Lo
2 1,47' %
(n
8
Lij w
0 u� PLAf4 -11643 *;o -C) 0
p
c'j
(P F. eL. V c4 (0
UP
0
CO 00
00 Go
z z
40*
0
Ale
Lor Blitz
M INGM WAS
SE 2! If. WX TO
FUCE POST CIMMER,
x
L 5.01.00
S01 022'00"E
d-I
do
2 RQ
T I L 0 T 2 L 0 T 3
and Zoning B L 0 C K 1 2 3
TREE REMOVAL PERMir PR0\1IQUU-Y APPROVED
-ryPrp"A"' tW.4 IAIA Cp
FLOOD f.ER TIFICATE: THE LOT SHOWN HEREON IS IN FLOOD
ZONE " . AS SHOWN ON TWE FLOW INSURANCE RATE PREPARED BY.
MAP: COMMUNITY PANEL NO. 12 041 S OOQ 10 DATED 4-11-89, CLARSON AND ASSOCIATES, INC.
DATE: J-4AIU-IRY 17 19'97- PROFESSIONAL LAND SURVEYORS
- 1643 NALOO AVENUE
SCALE: 1' 20' JACKSONVILLE, FLORIDA. 32207
Truss Connections
Plan 1343 "B"
Pulte Homes
Truss uplift Truss Stud to Double Stud to Sill
Inter. I Riaht I Connection PlateConnection Connection
HETAL 16
T13, T14, T15, T16, T17 560 670 530 HETAL 16 ; (2) HCPLL N/A ; TYP ; N/A N/A ; TYP N/A
T18 1050 1420 490 HETAL 16 ; RTPGA830ts ; HETAL 161 N/A ; N/A ; N/A N/A ; LTT20 ; N/A
N/A ; TYP
T19, T20, T21, T22, T23 610 650 340 HETAL 16 ; (2) HCPLL ; HETAL 16 i N/A ; TYP ; N/A N/A
724 1390 1560 HETAL 16 ; RTPGA830ts N/A N/A ; LTT20
ITYP MASONRY 1 <1365 <1365 SIMPSON HETAL 16
�ALL OTHER'S <510 (1) HCPLL/LR TYPICAL TYPICAL
Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com.
Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 pff or 790# uplift for trusses at 2' o.c.) Nail with 8 - 1 Od com.
HCPLULR Uplift Capacity: 510# , HDPT2 Uplift Capacity: 880# w/ 8 - 8d com; RTPGA830 Uplift Capacity: 1950#
Simpson LTT20 Uplift Capacity : 1750# ; MTS27B Uplift Capacity: 3745#
All connectors are SEMCO or equal (U.O.N.)
APPROVED
CP OF ATLANTIC BEACH
19UILDING OFFICE:
N 3 0 19
z-/V7
///-S/9,7
Jeffrey K. Hulsberg P.E. (904) 886-2401
r, z".tA Its
qff .51
ul
1r
is
ru
Is J6 A;
i 6 la
T1 IU P
a
IF I-ar'i
(D
fill
ails ;�r.11 ... t
.0
f v-,;. i.Va.,
"s r.2
eu
do 51
9 a 41 - 4"
7 24 O/C 24" O/C
THRU T17 THRU T16
�p M .40 W N 0 0
to 911,
1 4
7 F
T24
r
N
rU
co
IX) w
14
ink
5 24" O/C
THRU T6
20 @ 8
TO FACE OF
T7
OF-SIGNER: JBE HOLMES LUMBER JOB 0 6-4524
DATE: CUSTOMER: PULTE HOME CORP
12/24/96
CHK. By. TR USS CO. PROJECT:
REV.: 6550 ROOSEVELT BLVD. PLAN ALL JOBS
JACK NVILLE. FL 32244 1343 'B"
772�O X (904) 772_
10%tPp�H 0 N E (9 0 4) 6100 FA 1973
CL
cc
0
tj
ui
o cn
x a) ;D
0.
ui 3
D -i m
to 0. <
Uj L)
M X UJZ
0 C)-')-4
e O-j
(n cc CL
3 0.
04
44
M)p!
41, ww
t, >-i LL
A
-n
so cn�0>
'or 0'
+8 ' 1 PLATE HT
Ein.4
-�ID
1%4
0
+9 ' 1 " PLATE HT ch
ui
z
CL
Imlo i PLATE HT
to
cp
cu
co
cc
w w-co
ROOF FRAMINC PLAN Zm 04 ;,Wx
cn
NOT TO SCALE
Joo: (6-4524) PLAN 1343 T3 21*8" COMN THIS DWO. PREPARED BY THE ALP 3 LAYOUT
TOP CHORD 2x4 SP 02 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2X4 SP #2 It
UPLIFT 480 350
NESS 2X4 SP 3 BAG.LOC $71: 0.00 21.42
TRUSS DESIGNED FOR ISS MPH IINO 15.00 FT MEAN HEIGHT
M ITH DEAD LOAD OF 5. PSF TOP) AM 5.00 PSF (BOTTOMI .
DEFLECTION CRITERIA IS L1350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. - ---------------------------------------------:-----------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
W-Gravity H-Uplift
- -------------------- -------------
m** UPLIFT *Nm MANGER **N
mm;
H5 . -4550(%JaCks Only) HUS26 + 2 5 to -i286f(lod I ly
NTS12 - -1000# HUS26 + 3315 t55O 6d joly
of : 66000 11
MTS12 - -2000#(2 HHUS48 + 4299 1 Od 2ply
MTT288 - -37860 E:C,1111 HHUS48 + 51800 -20000 16d 2 IV
2 1 Jodi 0
MTT288 - -44580(2 EaCh 16d HGUS48 + 66400 -21290 10d 2ply
14STSO - -468 8 er 2ply) HGUS48 + 80000 -26500 i6d 2ply
CS150 - -,.50.rE.C.) HGUS5 13350 -39450116d 3ply
-------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE MANGER AT RIGHT ENO OF TRUSS FOR 1007.28 LOS.
16 to Jolio"
4
1.5X3 .5X3
3X4(A I)
L7,— 3X4(A 0
3X4
2-
Av-11770 U-4800 W-7'10 R-1007# U-3500
4A? T4 SE2 - 1�7�83
Typ.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL 2 REV. 17.3u6 SCAL -0. 2 8
ALPINE ENDIWEAED PRODUCTS. INC. TAUSSEII REQUIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
*IMPORTANT**SMALL NOT BE RESPONSIBLE FDA AMY WARNING IN HANDLING. ERECTION AND 'i0a, 0"
DEVIATION FROM THIS DESIGN ON THESE SPECIFICATIONS. OR ANY BRACING. KE MID-9t BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12124196
FAILURE TO BUILD THE TRM IN CONFORMANCE WITH OST811 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 200A MY. STEEL MEETING ASTM GUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG
A448 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD$KAU BE LATERALLY OWED WITH PROPER z
TRUSS AND W&ESS OTHERWISE LOCATED ON THIS OEStGK POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD 5606 BC LL 0.0 PSF JBE
CONNECTORI;PER ORANINGS 130. 150 6 IGOA-F. DESIGN STANDARDS WITH PPOPMV ATTACHED RIGID CEILING--SEE 47.0 Ps
STATE OF
t CONFORM M/MWLICA&E PROVISIONS OF ADS 9 TPI. M ENGINEER'S ALPINE TECHNICAL UP.OATE 17/1/211 FOR PROPER 1T0T.L9 F O/A LEN. 2
SEAL ON"IS=ING APPLIES to THE COMPONENT DEPICTED HERE DRYWALL APPLICAT18k'. FURNISH A COPY OF THIS 0 A10 ,
IN ONLY ? :,' IDUR.FAC. 1 .33
AND L NOT BE MIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I
1N E,.,, 24.0" jTypF rnMN
.--TPI.T%M PLATV INSTITUTC. MOS- t"I MATIONAA,DESIGN SPECIFICATION FOR WOOO CO.-TRtCTION -�! t . __ISPACTNG
Job: (6-4524) PLAN 1343 T4 21*8" gOMN GOR THIS DWS. PREPAREO_FROM C014PUTER INPUT (LOA05 9 DIMENSIONS) SUBMITTEg BY TRUSS WIL
TOP CHM 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (iggi SBC)
SOT CHORD 2xG SO 02 N UPLIFT V 640 560
FTI:
WEBS 2x4 SP 03 SAG.LOC : 0.00 21.42
TRUSS DESIGNED FDA ISS MPH IINO 0.00 FT MEAN HEMT
WITH DEAD LOAD OF 5. PSF TOPI AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
------------- ----------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PAOPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift
------------------- --------------------------------------
SPECIAL LOADS MMM UPLIFT NNN Ran HANGER *nm
:_;r-- ---------------------------------------- H5 . -455#(Jacks Only) HUS26 + 27,5
7 ': :1286
TC Go 74 PLF at -2.00 to 74 PLF at 21.67 NTS12 - -10000 MUS26 + 3315 1550:11106d 11 Pp 11 yy
OC - From 20 PLF at 0.00 to 20 PLF at 21.67 MTS12 - -20000(2 E ply
10d, =SIB + 42990 -16 10 2ply
6ON
BC - 225 LO Concentrated Load at 8.63 MTT288 - -37860(2 E:Chh 8 + 51800 -2000 Odd 2
OC - 225 LB Concentrated Load at sO.63 MTT288 - -44550(2 EaChhJ6d HGUS48 + 66400 -21990 i0d 2ply
B C - 225 LB Concentrated Load at t4.63 MST60 - -4688#(Per 2ply) HGUS48 + 8000# -21 16d 2ply
BC - 225 LB Concentrated Load at 16.63 CS150 - -1650#(Each) "GUS5 3350 -3 116d 3plyl
-------------- -
I REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 1532.71 LOS.
10 10 10,10*
0
12
X4
0
4X4(A I)
3X5(A 1)
".1.5X3
3X7 4X4 1.5X4
2- 21*8*
8-7-8 1 2- 4- 2- 5*.0*8
22�# 226
Rvu1552# U-6400 W-7'10 A-15330 U-560#
SE 7�g5
TAY. TX._
PL TY ALPINE DESIGN CRIT-TPI OT I TOTAL I REV. 17.3u6 SCAR :0'12
12/24/96 TC LL 30 .0 PSF REF
ALPINE ENGINEERED PRODUCTS. INC. AUS"j REQUIAE EXTREME CAM
*IMPORTANT*)(04ALL NOT K RESPONSIBLE FDA ANY WARNING 'IN 4NDLIM ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY 8AACING-SEE M18-91 9Y TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TXAS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PEA04ANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 209A GALV. STEEL 04EETING ASIR OLAREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORWG
A446 00 9 EXCEPT AS$(DIED. APPLY CONNECTORS TO EACH FACE OF C11ORO 1IMM.L BE LATERALLY BRACED WITH PROPER Z 5606
?AUSS AND UNLESS 0TWAWISi LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD BC LL 0.0 PSF JBE
CDMWCTOft PER ORANINGII 130. J50 9 ISOA-F. DESIGN STANDARDS WITH PROPkALY ATTACKO AICIO CEILING --SEE TOT.LD /A LEN. 21-8-0
CONFORM MfAPPLICAGLE PROVISION&OF NOS 9 TPI. AN ENGINEER'S ALPIW_ *i-MICAL STATE OF 47.0 PSF 0
MTE 17/1/911 FOR PROPER - �F
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTEO IIERE DRYWALL APPLICATto%, funmisii A COPY OF nots 0 A110 DUR.FAC. 1 .33
Ift 004.1, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. ,DEST N 10 IME TRUSS j!ECTION C(WqTt�TORI E U (,nMN
I_ TP1 -TMAS PtATE INsT11uTF. _WOS a 1221 14ATIONAL DESIGN=FICITION FOq.VO00 C0N',;1FWtrTr_-_ ,�!5 C T N('3 see ahovP1TYnF
Joba (6—$524) PLAN 1343 T5 21-8- TRAY HIP 7-4- THIS DWG. PREPARED FROM COMPUTER INPUT "A SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDI I Sac)
SOT CHORD 2.4 SP 2 M UPLIFT L131: 470 370
WEBS 2x4 SP 03 :W5. W9. Wit 2x4 SP 02 K BRG.LOC IFT : 0.00 21.42
TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT, .
WITH DEAD LOAD OF 5.00 PSF (TOP) Ab 5.00 PSF (BOTTOM
PREDICTED HORIZONTAL 14OVEMENT IS 0.46* DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
AND 0.25' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' ENO ZONE_FROM_EOGE_OF_THE ROOF.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REQUIREMENTS
M-Gravity H-uplift
A RIGID CEILING OR CONTINUOUS LATERAL GRACING AT 24' D.C. -------- ---------- --------------
WIST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xx UPLIFT HANGER XXV
H5 - -455#(J:!:s Only) HUS25 - +*;"75
51: :1286 00 1
1550:11
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTS12 - -10000 HUS26 - + 331 66 1 p,
MTS12 HHUS48 - + 4299 660: 20
EaCh '0 " ' op 11 yyy
4 MTT288 :20002 C HHUSAS - + 5180 :2 00 106d 2p IV
SEE DRAWING A115/R AND/OA 13134.60 FOR FILLER DETAIL. 3786 2 Ea It 10di
MTT288 -44550(2 EaC111116d HGUS48 - + 66400 -21990 10d 2ply
MSTSO -42886 rer 2ply) HGUS48 - + 80000 -26 16d 2ply
CS150____-1_50#_Each) HGUSS'5-_+t1335# -39 116d 3plyl
-------- -------------------
f REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 995.43 LOS.
-4-
to to, 3'6" 7
SX6
X7 X4 3XI
12 3X4 7X8
0 To
rj
4X5 4X5
5 10
3X4(A U 5
43 fo 8.1.
I
5X6
5X8
3X3
2'7"13 5*11*11 13'0 8
2' 2"7"13 —8*2'3 3*6" —7-4-
21 8
Rv-iiBgf U-4700 W-7"10 R-9950 U-3700
TA TF SE? - 117JOI
PLY."Ty .—ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.3u6 SCAL -0. 2 8
ALPINE NOINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM 12/24/96 TC LL 30.0 PSF REF
**IMPORTANTM*. N'D'T BE RESPONSIBLE FOR ANY WARNING IN HAMMING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIrICATIOW OR ANY BRACING. SEE hID-91 BY TPI. SEE THIS DESIGN 10 1"', TC DL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSA BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTOR&ARE MADE OF 206A BALV. STEEL MEETING ASTH GUIAEMEKTS. UNLESS OTHERWISE INDICATED. TOP
BC OL 10.0 PSF DRWG
A 46 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
T=AND UNLESS OTHERWISE LOCATED ON THIS GESICK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 s BC LL 0.0 PSF JBE
a
COMMECIORS PER DRAWINGS 130. 150 9 ISOA-F.DESIGN STANOAADS WITH T ATTACHED RIGID CEILING --SEE
STATE OF T.LO. 47 .0 PSF O/A LEN. 21—8-0
CONFORM"/APPLICABLE PROVISIONS OF WDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/211 FOR PROPER I I I It.Z T
MAL ON.,:1.2=IWG A It to THE 0 RIO Dun.F�c. 1 .33
BE�SSL.E. CONPOWEM100EPIC.11.HERE 041111ILL APPLICATfO4. FURNISH A COPY Of THIS
IN ONLY UPON t"ANY '. A . I DESIGN TO THE TRUSS 9KCTION COkTAACTOR. INEESS
%--TPI -TRAS PLATE l"ITITUTF. NAT A --j—------------—FOR WOOD CONSTAXTION SPACING 24.0" TYPE SPEC
Job* (6-4524 PLAN 13431 T6 21'8" TRAY HIPM 9-4- NPUTER A DNS
TOP CHORD 23t4 SP :2 N PROVI UPLIFT CONNICTIONS AT BEARINGS AM ED, '(1 N
BOT CHORD 2x4 SP 2 N UPLIFT $8
TI: 470 370
KE13S 2x4 SP 03 BRG.LOC : 0.00 21.42
TRUSS DERIGNE0 FOR 100 MPH ItND, 15.00 FT MEAN HEI?HT
WITH DEA LOAD OF 5.00 PSF Top AND 5.00 PSF (SOT ONI .
PREDICTE9 HORIZONTAL MOVEMENT IS 0.28- DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
AND 0.15 DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
---------------- ---------------------------------
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. -------------------M-Gravity-(-l-Uplift----------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. milli UPLIFT N!:. O"jY) HUS26 . .,;; HANGER ...
H5 455#(Ja 510 -1286:
MTT28 37860(2 Each 10di HHUS48 - + 51800 -20000 16d 2ply
MTT288 -4455012 Eachill6d HGUS48 - + 6640# -21990 10d 2ply
MST6 -4688#JP:r 2ply) HGUS48 - + 80000 -26500 16d 2ply
HGUS5.5- +113350 -39450 'Od P,yl
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTS12 -iOOOf HUS26 - + 33150 -1550 i6d iply
SEE DRAWING A115/R AND/OR 084,080 FOR FILLER DETAIL. MTS128 :20000 W Each) HHUS48 - + 42990 -16600 10d 2ply
CS150 -1650#(E ch) 116d 3ply
---------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 995.52 LOS.
9-4- 12'4'
3X4 3X
F;g
u
T 3X4
cm 12
X4
3X6 X6 lo
3X4(A 0
5X5 12
3X3
2'7 13 51 11611 13*0*8
2' 2*7"13 5*7"8 13'4"11
Rv-11890 U-4700 W-7'10 A-996# U-3700
TAq To SE2 1,17207
PL .mTy .-ALPINE DESIGN CRIT-TPI OTY'- i ',, TOTAL I REV. 17.3u6 SCAL :0.3278
.Tl. INC. TRUSSES REGUIAE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
*IMPORTANT**S'KAL'L'N'Q'WK"EAESPON2IBLE FOR ANY WARNING IN HANDLING. ERECTION AM "%"%tII "",
DEVIATION FROM THIS DESIGN OR THESE SIPECIFICATIONS. OR ANY GRACINC.-SEE HIG-93 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/24/96
FAILURE TO GUILD THE TRUSS IN CONFORMANCE WIT"DST@@ BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE 14ADE OF 200A GALV. STEEL MEETING ASIM CUIREMEAITS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG
A440 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACIE OF CHOW SNIALL BE LATERALLY GRACED WITH PROPER z 5606
TOUSS AND UNLESS OTHERWISE LOCATED ON THIS 0ESIGK POSITION LY AMC�ltll PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0-0 PSF JSE
O%tl 1, IN
CONNECTORS PER DRAWINGS 130. 150 9 IGOIA-F. DESIGN STANDARDS WITH PROPEALY ATT"O AtGID CEILING--SEE STATE OF z 47.0 PSF O/A LEN. 21-8-0
CONFORM W/APPLICABLf PROVISIONS OF NN A TPI. AN ENGINEER'S ALPINE I WCHNICAL UPPATE 17/11/911 FOR PROPER TOT.L0.
I t",
FURNISH A COPY OF T 0
1 THE ComPo"Da DEPT 14ERE DRYWALL APPLICATI S ORI I KOUR.FAC. 1 .33
IN' a Sp
OTHER INE
St',,AL,,ON,. =L 11:VREL.010 UPON IN ANT WtAol. DESIGN TO THE TRUSS gRECTION CONTRACTOR."I 1.,Effil,
-TPI - TFKAR PIATF INSTITUTE. NOS. 1991 NATIONAt n .TrKorl ION SPACING 24.0" SPEC
it A ESIGN SPFCjVLQATT9N FOR=CONS ___ITYPF--,
Job: (6-4524) PLAN 1343 T7 21*8* TRAY HIPM It' THIS DWG. PREPARED FROM_CONPUTEA INPUT "A TED By TRUSS MFR,
TOP CHORD 2X4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS IND ED, %9091 Sac)
SOT CHORD 2x4 SP 2 N UPLIFT ILBI: 470 370
WEBS 2X4 SP 03 :W5 20 SP #2 it BRG.LOC FT : 0.00 21.42
TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) A�6 5.00 PSF (BOTTOMI .
PREDICTED HORIZONTAL MOVEMENT IS 0.34* DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS NAY NOT BE LOCATED
AND 0.18' DUE TODEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM E E 0 _I RO -
------------------------------22__K lt�---2t------------------
DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
W-Gravity H-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL SAACING AT 24' D.C. --------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. mix UPLIFT HANGER MR*
HUS25 . +
HS - -4550(larl. Drily) 510 -12 6: 1105d 1:1;1
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. NTS12 -1000# 1 HUS26 - + 3315# -1590 d I
NTS12 -20SS: E:ch HHUS48 + 42990 -16600 too 2gl;l
SEE DRAWING At I5/R ANO/OR 884.080 FOR FILLER DETAIL. MTT288 : -37 122 E chi tool HHUS48 + 5180# -20000116d 2
MTT288 - -44550 2 Each 116d HGUS48 + 66400 -21990110d 2plyj
MSTSO - -4688#(Per 201y) NGUS48 4 80000
CS150 - -1650#(Each) HGUS5.5- +11335#
- ----- ------------------------ - -
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 995.51 LBS.
Iola*
i4� 6xjo 3X4 1 7
12 3X4 7X8
r_
in
4X5
4X5 4:a
F<
5 Cu
3X4(A 1)
42
_L I
5X6 SX7
3X3
2-7-13 5,11*11 13'0*8
2' --r2*7*13 8*2'3 2-6- 8-4-
21'8"
Rvw1I89# U-470# W-7'10 R-9960 U-370#
TA�. T45 SEG - IIS977
PL TY .-ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.3u6 SCALE -0. a
ENGINEERED PRODUCTS. INC TRUSSel REQUIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF iREF
X I MPORT ANT X X ASLKAL'LNENOT K RESP041aLl FOR Amy' NARNING IN HANDLING. ERECTION AND
I
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION& OR ANY SPACING. SEE HIG-91 BY 7PI. SEE THIS DESIGN TC DL 7.0 PsF !DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTIO BY TPI. FOR ADDITIONAL SPECIAL PERNANIENT BRACING RE
ALPINE CONNECTORS ARE NAM OF 20"GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRWG
A446 ON a EXCEPT AS NOTED. APPLY CGNNECTOft TO EACH FACE OF 01GRO SHALL SE LATERALLY SAACEO,WITH PROPER 5606
T TTOM
RUSS AM UNLESS OTHERWISE LOCATED ON THIS OESICK POSITION Lf ATTACHED PLYWOOD SHEATHING. 80 CHORD BC LL 0.0 PSF JSE
C0NKCTOft PER DRAWING$ 13% 150 9 ISOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LD
CONFORM M/APKICMLE PROVISIONS OF NOG 9 IPI. AM ENDINEER'S ALPINE TECHNICAL L+QATE (7/t/91) FOR PROPER 47.0 PSF O/A LEN. 21-8-0
OR
THIS OP
DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE 13RYWALL APPLICATIr. FURNILS-HA COPY OF THIS o AID 4 1 .33
ICAL ON GN C_,.I I ":�91 IDUR.FAC. I
1..1, AND SHALL NOT K RELIED UPON IN ANY OTHER WAY. DESIGN TO INE TOM ERECTION CONTRACTOR. 4.0
L_ 0--tPI . tAU%g PLATE 1%%1ITUTf_ WIS - J"I kATtOMAL nrsiGN wcutcATION FOR gnO ISPACING 2 ITYPE_._. SPEC
% JM- E
O�BaN 13d3 TBG 7' DTC GABLE THIS OWG. PREPARED BY THE ALPINE VfMOMRAM FROM TRUSS MFR'S LAYOUT
w DEFLECTION CRITERIA IS L/360 LIVE AND A
BOT CHORD 2x4 SP 02 N
WEBS 2x4 SP 03 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 0991 SSCI THIS GABLE END WILL SUPPORT UP TO OVERHANG AL014G THE TOP
UPLIFT (LB): 230 230 CHORD. REFER TO DRAWING GE-001. GE-002. OR 876.719 FOR STUD
BAG.LOC IFTI: 0.00 0.00 5.67 5.67 VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO
TRUSS DESIGNED FOR NO MPH KIM MOO FT MEAN HEIGHT TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOid DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE
ENCLOSED OR FULLY OPEN BUILDING. RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO
------------------------------- SUPPORT 2*0* TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE.
TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS
(0-wevity H-uplift FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED:
--------—--------- I---------—- FOR VERTICALS LESS THAN 4'0% i.5X3 ALPINE, 13 WOOOLOC:
NNX UPLIFT Nsm N*0 HANGER $NO FOR VERTICALS GREATER THAN 4*0% 2X4 ALPINE. 23 WOODLOC
H5 455#(JaCkS Only) HLIS26 - + 27510 -12860liOd Solyl
NTS12 -10000 MUS26 - + 33150 -155o# 16d Sply
HHUS48 - + 4299 1660: 10d 2ply
M1111a :230799:'2 [=H IOdj HHUS48 - + 5180: -2000 16d 2ply
MTT280 :4455#12 EaChliffid HGUS48 6 Of -2199# 10d 201y
+ 6 4
NST60 _468130;er fp V) HGUS4 + 80000 -26500 16d 2p y
a
CS150.... 16500 _aCh...... HGM5:!-_+!!3350 -39450 16d 3ply
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL
DESIGN. CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS. AND
ALL TRUSS TO WALL CONNECTIONS.
ALL PLATES ARE J.5X3 EXCEPT AS NOTED.
3-2-8------��V I IV*I 1 6 15
1�6'15 I I 1 1 3*2'8-
3X4
12
X3
3X4 X4
cu
n n n
u R u
+I o
2
2* 7-
py-4770 U-2300 W-1'4"
Rv-4770 U-230# W-1*4'
TAY. TAO SE? 117024
PL TY .-ALPINE DESIGN CAIT-TPI 01� I I REV. 17.3u6 SCAL -0.4414
ALPINE ENGINEERED PFAXXXTS INC. TRUSSij REGUIPE EXTREME CARE 12/24/96 TC LL 30.0 PSF
K I MPORTANT X*SMALL NOT SE RESPONSIVA FOR ANY WARNING tm "Awouma. EAEcTiON AND
DES
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-21 BY TPI. SEE THIS IGN TC DL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSt88 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECTORS ARE MADE OF 206A SALV. STEEL MEETING ASTM RUIREMENTS. UNLESS OTHERWISE INDICATED. TOP Z
BC OL 10-0 PSF QRWG
A445 OR a EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BMCEG WITH PROPER z
TRUSS AND UNLESS OTHEAMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 6606 s BC LL 0.0 PSF JBE
�CWJNECTOft PER DRAWINGS 130. 150 6 ISCA-f. DE210M STANDARDS WITH PAOPMY ATTACHED AIGIO CEILING--SEE STATE OF 47.0 PtF O/A LEN. 7-0-0
To
CONFORM W/APPLtCABLE PROVISIONS OF NO&9 TPI. AN ENGINEER'S ALPINE TECHNICAL Oftlf (7/1/011 FOR PROPER T.LD.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE OAYWALLrICA ION.EFURMISH A COPY Of THIS onto _UR.
1, WAY. IGN THE 7" 0 FAC. 1 .33
RECTION CONTRACTOR
IN ONLY. AM SHALL NOT SE AELIE0 UPON IN ANY 0 HER DES S -------
-IPI -TAIJ"PLATE INSTITUIC NOS- 1"It NATIONAL(wolIGN SPECIPILATION FOR 9000 C=77��Ii � ........ SPACING 24.0" TYPE GABL
jot): (§-4524) MAN 1343 T8 7 COMN THIS QWQ. PREPARED BY THE ALPINWE DES I GNER jWRAM FROM TRUSS MFR S L AYOUT
TOP CHORD 24 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. I SBC)
BOT CHORD 2.4 SP 2 N UPLIFT �B 250 290
WEBS 2x4 SP 03 BRG.LOC FTJ 1.04 5.67
TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOMI .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. L
ENC OSED OR FULLY OPEN BUILDING.
----------------- ---------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIRENENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHM. 1+)-Gravity (-)-Uplift
---------------------------------------------------------------
UPLIFT *mm HANGER N*n
H5 -4550(Jacks Only) H�B . 4 551: :1 86 Od I
12 ply
550:'1
MTS12 - -1000# HUS26 - + 331 16d i p,
MTS12 - -2000: 2 E:Ch S4 + 4299# -16600 JOC! 2plyy
MTT288 - -3786 2 E ch 10dj =S488 + 51800 -20000 1 6d 2ply
MTT288 - -4455#12 EaChl 1160 HGUS48 + 66400 -21990 100 2ply
MST60 - -4688:((Per 2ply) HGUS48 + 80000 -26500 16d 2ply
CS150 - -1650 Each) HGUS5.5- +113350 -39450116d 3plyl
-------------- ----------------------------------
I REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEA DETAILS
-3-6- 3-6-
4X4
12
3X4 X4
01
n. In
I U3 ZZA 1 10 1
i1o"s 4*7'8 1-4-
_7' 2'
2' A JX4 JX4
Rv-4770 U-2500 W-3*8 RY-4770 U-2900 W-3*8
TAY. To SEP - 1�7�
PL Ty .-ALPINE DESIGN CRIT-TPI QTY - 2 TOTAL - 2 REV. 17.3u6 SCAL -0. 6
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
)(IMPORTANT**sNALL Not BE REVOISIBLE FOR ANY NARNING IN HANDLING, ERECTION AND It% I ,,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION& CA AMY BRACING. SEE ht8-21 BY TPI. SEE THIS DESIGN '01 TC DL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNEC70PS ARE MADE OF 206A SALV. STEEL MEETING ASTM OUTREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10-0 PSF QRWG
A446 OR G EXCEPT AS NOTE:. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERNI E LOCATED ON THIS DESISK POSITION LY ATIA040 PLYWOOD SHEATHING. BOTTOM CHORD 5606 S BC LL 0.0 PSF JBE
CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF
COWORm M/APPLICAQLE PROVISIONS OF NQB& TPI. AN ENGINEER'S ALPINE TECHNICAL 4ftA7E (7/1/20 FOR PROPER TOT.LO. 47.0 PSF.O/A LEN. 7-0-0
SEAL ON THIS DRAMINr APKIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 0 1 DUR.FAC. i -33��A
IN ONLY. AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN RL;SS M. ION CONUTIA
I NOS - 1"I MATION&L DESIGN SPEC ---------CTW-__ SPACING 24.0" ITYPF COMN
N'T�'��. N
E. C_
)OD: (6-45241 PLAN 1343 1 T9 7' COMN THIS_OWG._PREPARE0 BY THE ALP JOB OESIGNER 4 RON TRUSS MFR'S LAYOUT
TOP CHORO 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. qRs-h-c')
SOT CHORD 2x4 SP 02 N UPLIFT ILB
TI: 230 310
WEBS 2x4 SP #3 SRG.LOC F : 0.64 6.07
TRUSS DESIGNED FOR 100 MPH IIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF TOPI AND 5.00 PSF (BOTTOMI.
DEFLECTION CRITERIA IS L/360 LIVE AM L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL GRACING AT 24* D.C. ------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHOAO. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIRE14ENTS
W-Gravity (-)-Uplift
-------------------- -------------
WKS UPLIFT KxN mom HANGER m*m
H5 - -455#(Jacke Only) HU 26 - + 27510 -1 286 100 MY
MTS12 -1000# HU126 - + 33150 -1550: i6d IV
NTS12 - -20000(2 E 48 - + 42990 -16601 100 2ply
MTT288 - -37860(2 E MIMI HHUS48 - + 51800 -20000 16d 2ply
MTT288 - -442l:12 Nch 16d HGUS48 - + 66400 -21990 10d 2ply
mST60 P.,
C 5 : :4 2ply) HGUS48 - + 80000 -2650# i6d 2ply
st 0 166500 Each) HGUS5.5-_+113350 -3945#116d 3plyl
- ----- ------ ... .....
REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
3-6- 4X 4 �3'6' 7
12
3X4 X4
1 3 1. 3
0
—5-5-4
iX41
Rv-4770 U-230# W-3"S Ay-477# Uw310# W-3*8
3
TA TA SE2 - 1�7031
PLY.OTY I-ALPINE DESIGN CAIT-TPI GT� 3 _�TOTAL 3 REV. -17.3u6 SCAL -0. 29
ALPINE ENGINEEM PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
I MPORT ANT SMALL NOT K RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 01 1
DEVIATION FMM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 NY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTEN BY TP]. FOR ADDITIONAL SPECIAL PEF09ANENT BRACING FIE
ALPINE CONNECTORS ARE MADE OF 20SA MY. STEEL MEETING ASTM QUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORWG
A445 601 9 EXCEPT AS NOTED. APPLY CONNECTOR&TO EACH FACE OF CHORD""BE LATERALLY BRACED WITH PROPER
5606 s
TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0.0 PSF JBE
JCONMECTORS PER DRAWINGS 130. ISO 9 1SOA-f. DESIGN STANDARDS WITH PACK V ATTACHED RIGID CEILING --SEE
CONFORM W/APPLICABLE PROVI IONS OF HOW&TPI. AN ENGINEER'S ALPINE TECMICALJkOATE 17/2/90 FOR PROPER STATE OF
'r TOT.LD. 47.0 PSF O/A LEN. 7-0-0.-
SEAL CON THIS DRAWING APPLIES.THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o RIO I OUR.FAC. 1 .33
"'r
IN ONLY. Me$HALL NOT ON RELIE0 UPON IN ANY OTHER WAY. DESIGN 10-THIE TRUSS ERECTION CONTRA L, 'I
-TPI -TRUSS PLATE tHST17UIE. MS - I"I'NATION.t DESIGN SPECIFICATION FOR WOOD CO.STAUCTJ�_,�*� ISPACING 24.0" IYPF,.-- COMN
Job: (6-4524) PLAN 1343 T10 10'11*2 TRAY HIPM HI 7' -THIS DWG. PREPARED aY THE ALPINE JOB DESIGNER ROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SO :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 2 M UPLIFT ILS WMA
TI: 420 460
WEBS 2x4 SP 03 BRG.LOC F : 0.00 10.64
TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI Z;6 5.00 PSF (BOTTOMI.
DEFLECTION CRITERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING
-------------------------------:-------------------------------
Ot HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REGUIREMENTS
W-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. mum UPLIFT mmm +*;; HANGER sma
H5 -45501jacks only) HUS26 51: 286:(10dd 11 ly
4 MTS12 - -10000 HUS26 - + 33 15 :11550 6 ply
�.MTS12 - -2000f(2 Each HHUS48 - * 42990 -i6608(10d 2ply
MTT288 - -3786012 Each od) HHUS48 - + 51800 -20000 16d 2ply
MTT28B - -4455#(2 Each 6d) HGUS48 - + 66400 -21 lod 1:ly
MST60 - -4688#(Per 2ply) HGUS48 - + 8000# :26 16d ly
CS150 - -1650#(Each) HGUS5.5- +113350 39 116d 3plyj
- -----------
REFERENCE HOLMES LU14BER DETAIL SHEET FOR UPLIFT/HANGEA DETAILS
7- _3'11'2
I R3
u
3X4
12 Cu
5X41 3X5 E>453
2X5(A 1) 3 5
2.75
12
2- 5*11*2
W'l 1"2
7- —3 11'2
M6
Av-9670 U-420# W-7"10 Rv-11450 U-4600 W-3*8
TAY. T�8 SE - 1042
PL TY .-ALPINE DESIGN CRIT-TPI OTY I TOTAL AA I REV. 17.3u6 SCAR .0 1 002
ENGINEERED PRODUCTS. INC. RUSSES REQUIRE EXTREME CAM 12/24/96 TC LL 30.0 PSF REF
*I MPORTANT)Ot SAL'AL11L*NOT K RESPONSIBLE FDA ANY WARNING 'IN HANDLING. ERECTION AND ,%III
DEVIATION FF49 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PsF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSO SY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE
ALPINE CONNECTOR$ ARE MADE OF 2064 MY. STEEL MEETING ASTM QUIREMENTS. LW&ESS OTHERWISE INDICATED. TOP
ut I BC OL 10-0 PSF DAWG
A 46 CA 6 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY&RACED WITH PROPER
. 5606 S
T=AND L"ASS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLY*000 SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JBE
CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. OEStGH STAMOAROS WITH PROPERLY ATTACHED AIGID CEILING--SEE 47.0 PSF .0
STATE OF TOT.LD. /A LEN. 10-11-2
CONFORM N/APPLtCABLE PROVISIONS OF ADS& TPI. AN ENGINEER'$ ALPINE TEo*4tCAL VftATE (7/1/211 FOR PROPER 0 AID
SEAL OR THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPV OF THIS DUR.FAC. 1 .33
m WAY. DES1
IN ONLY. AND SMALL NOT SE RELIED UPON IN ANY DIME GN TO INE TRUSS EAECTION CONITRACIOR. INECO'%
.__1P1 . TRUS.S PLATE_INSItTUIC. _NOS- 1991 NATIONAL OFStGN SPECIFICATION FOR WOOO CONSTAOCTION SPACING see abovelTYPF HIPM
Job: (6-4524) PLAN 1343 Tit 10*11'2 TRAY HIPM 9' PROW*WL PARED BY THEE A PINE DESIGNER MI!ASM F
.ROM TRUSS MFR'S LAYOUT
IFT El
TOP CHORD 2" SP 02 N CONNECTIONS AT BEARINGS AS INDICATED. SB
SOT CHORD 2.4 SP #2 N UPLIFT �B 310 220
FTJ:
WEBS 2x4 SP #3 BRG.LOC : 0.00 10.64
TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI A�6 5.00 PSF (BOTTOMI .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE A OOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIAEMENTS
M-Gravity H-Uplift
mm* UPLIFT *m* 9;; MANGER SEE
H5 -4550(jacks Only) HUS26 . + 51: :1286: 1 Od 1plyj
MTSf2 -10000 HUS26 - + 3315 1550 16d tply
MTSjjB :2
3300 2 EaCh - + 42990 -1660# 10d 2ply
86: 2 ah lod, =48
MIT E 48 - + 5180# -20000 16d 2ply
MTT288 -44550 2 EaChI1160 NGUS48 - + 66400 :2199# tOd 2PIY
MSTBO -46880IPer 2ply) HGUS48 - + 80000 26500 16d 2ply
CS15O -1650#(Each) HGUS5.5--+113350 -39450116d 3ply
---------------------------------- --- -----
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
11-2
5X6
1.M3
u
1.5X3
12 cn
rZ:3 1
2X4(Afl 3X3
77
411
_e_=2.75 114,5XI2
12
2' 5' 5'11*2
10'11"2
Rv-694# U-310# W-7*10 Av-4810 U-220# W-3"8
TA?. T46 SEO - 117039
PL TY -ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.3u6 s ALE -0.5362
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
**IMPORTANTX*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND '101, J,,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY OWING. SEE HIS-91 BY TPI. ME THIS DESIGN TC DL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH O9tSG BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING AE
ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTH OUIAEMENtS. UNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF ORWG
A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OIHEAWISE LOCATED ON THIS DESIrK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0.0 PSF JBE
CONNECTORS PER DRAWINGS 136. 150 9 IGGA-F.DESIGN STANOMM WITH PROPERLY ATTACHED RIGID CEILING-- WE STATE OF 47.0 PSF O/A LEN.
t ALPINE TCCHNICALlAfOATE 17/t/911 FORPROPER TOT.LD. 10-11-2
CONFORK VIAPPLICA8LE PROVISIONS OF NOS 9 IPJ. AN ENGINEER'S
IN ONLY. AND SHALL NOT BE RELIED UPON INEOf
SEAL ON'HIS DRAWING APPL JES TO'ME COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 Ato DUR.FAc. 1 .33
IN ANN OTHER WAY. DESIGN TO?HE TRUSS ERECTION CONTRACTOR.- I, .,,, 24.0" HIPM
--tpl .TRUSS Pt Alf INSTITUTE. NOS - 1991 NATIONAL QFSIGN SPFCIVICATION FOn Wn00 CONSTMACTTON ISPACING ITYPE
Job: (6-4524) MAN 1343 T12 16-4-6 TRAY COMN W/STUB THIS QWG. PREPARED a"HWE-AIN MAP FROM'TRUSS MF
In st R*S LAYOUT
LPA
TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOTCATEO sac)
BOT CHORD 2x4 SP 02 N UPLIFT �B : 310 330 200
WEBS 2x4 SP 03 BRG.LOC FTJ: 0.00 10.64 16.07
TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.,00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR F LY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.0'LEND ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ----------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REGUIRE14ENTS
(+)-Gravity (-)-Uplift
SHIM ALL SUPPORTS TO SOLID BEARING. --------------------------------------------------------------
mmm UPLIFT *No I NNW HANGER *xn
H5 - -455#(Jack Only) I HUS26 - + 27510 -12860 'Od 'plyl
MTS12 - -10000 11 HUS26 " + 33150 :15500 160 pl,
MTS12 000 Ea:IT HHUS48 - + 42990 16600 10d 2ply
88 :2
MTT2 3786:,j Each IN HHUS48 - + 51800 -2000# j6d 2ply
MTT288 -4455012 Each 160 NGUS48 - 4 66400 :21990 10d 2ply
MST60 :4688: Per 2ply) HGUS48 - + 80000 2650A 16d 2ply
CSi5O 1 650 [Each) HGUS5,5--+113350 -39450ii6d 3ply
---- ------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
13'6
4X4
x
12
5 C7,-
3X4
491 1
2"(A 1) 3 IX
177
OM6
2.75
12
2' 5' 10'7 10 11 4'6 5*5"4 1
16'4"6
Rv-5020 U-3100 W-7*10 Rv-1270# U-3300 W-3"8
Rv-110 U-2000 W-3-8
TAG T44 SE �g45
PLT. TY .-ALPINE DESIGN CRIT-TPI GTY� - I TOTAL - I REV. 17.3u6 SCAL2 -011 a
ME INEEPEO PRODUCTS INC. TRUSSES REQUIRE EXTREMEE CAWFIE 12/24/96 TC LL 30.0 PSF REF
**IMPORTANT**BHPAL'L N'0760f MESI'01 IBLE F;�AMY NARNING IN HANDLING, ERECTION AIM tttll ,,
DEVIATION MON THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-21 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/24/96
FAILURE To BUILD THE TAUS$IN CONFORMANCE WITH OSTS8 BY TPI. FOR AOGITIONAL SPECIAL PEAMAKW*NT BRACINW4G NEE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASIN QUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
A446 Go S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED KITH PROPER Z
TRUSS AND LPLESS OTHERWISE LOCATED ON THIS DESICK POSITION LY ATTACHED PLYWOOG SHEATHING. 130TT014 CHORD WO6 8C LL 0.0 PSF JBE
CONNECTORS PER DRAMINGS 130. ISO 6 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF
CONFORM VIAPPLICAOLE PROVISIONS OF NOS 9 TPI. AN ENGINEER*S ALPINE TECHNICAL UftATE 17/1/91) FOR PF4PER TOT.LD. 47 .0 PSF O/A LEN. 16-4-6
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO IDUR.F�C. 1 .33
NOT SE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E
114 OHLT. AND SHALL 0 -
.--YPt - TnU%%PLATE INSTITUTE. NOS - 1"t NATIONAL DESIGN SPFCTFICAT10M FOR woon cok%imyctip" FsPACING 3E—HIPM
JQ
IN 1,1-4524) PLAN 1343 T13 40' TRAY HIP 13' THIS ONG. PREPARED BY THE ALPINE PON TRUSS MFR'S LAYOUT
a fi�IW M%f
CHORD 2x4 SP 02 N C)
2 PROVIDE UPLIFT CONNECTIONS AT BEAAINGS
GOT CHORD 2x4 SP # N UPLIFT ILBI: 390 670 530
WEBS 2x4 SP 03 :US 2x4 SP 02 it
BRG.LOC FT : 0.00 16.11 39.35
TRUSS OESItNED FDA 100 MPH WIND 15.00 FT MEAN(HEIGHT, .
WITH DEA OAD OF 5.00 PSF (TOP) AND 5.00 PSF SOT TOM
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FLA.LY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
!j1�1N_A_10.50' END 20NE FROM EDGE OF THE ROOF.
(A) IX4 *I' SPACE. SAME GRADE AS WES MEMBER. ATTACH WITH -- - ------------------------------------------------------
Sd NAILS 9 S' D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ERECTION CONTRACTOR. W-Gravity H-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. KKK UPLIFT Soon N; HANGER mmm
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -455:(JaCke Only) MUS26 +N2
MTS12 : :1000 HUS26 - 3314 :19906:'1'06dd '1plyy
SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 2000#(2 E lop, H - 42990 -18600 iOd 2ply
HU48
MTT288 A, -37860(2 E:C"hjj 48 4 51800 :2 0 IGO 2oly
MTT288 A, -44551(2 EaCh 160 HGUS48 4 66400 219 tOd 2ply
NST60 - -4688#(Per 2ply) HGUS48 4 80000 -265 IS: 2ply
CS150 - -16500(Each) HGUS5.5- +113350 -394 it 3plyl
------------------ ---------------
REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
13' IC'i 13'
+ I
5X6 1 SX3 3X4 5X6
12
3X5
VA
1.5X3 i 4
;n
31X5(F I) .T- �X5(A I)
5X12 3Xb I.5X3 Los.
U4 i
2.75 t 3X7
16'1*6 i 23'3"
F2. 5' 35' 1 2' 1
AR:_- 1
401
Av-8250 U-3900 W-7"10 RY-20350 U-670# W-3' Rv-1196# U-5300 W-7*10
TA T�4
SE2 :01 17 57
PLY,oTY .-ALPINE DESIGN CRITAATPI OTY AA IT; TOTAL Am i REV. 17,3u6 SCAL 793
ALPINE ENGINEERED PRODUCTS. INC T"SES REQUIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF 'REF
I MPOR T ANT SHALL NOT K W90418LE FOR ANY WARNING it, HANDLING. ERECTION AM 1%1
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE M111-21 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 0STS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECTORS AM KATIE OF 2OGA GALV. STEEL MEETING ASTM GUIRENEWTS. UNLESS OTHERWISE INDICATED. TOP
BC OL 10.0 PSF 0RWG
A446 64 11 EXCEPT A%NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL K LAT#RALLY BRACED KITH PROPER z
I RUS S AND UNLESS OTHEANISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYMM SHEATHING. BOTTOM CHORD 5606 BC LL 0.0 PSF JBE
CONNECTORS PER ORANINGS 130. 150 9$BOA-F. DESIGN STANDARDS KITH PROPERLY ATTAC14ED RIGID CEILING--SEE
CONFORM v/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENrINEER'S ALPINE TECHNICAL UPDATE (7/i/go FDA PROPER STATE OF TOT.LO. 47.0 PSF_O/A LEN. 40-0-0
1
MAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUANISH A COPY OF THIS
0 AID
9*11 DUR.FAC. 1 .33
IN ONLY. AM STULL NOT 81 RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TIM ERECTION CONTRACTOR 06,,,�' SPACING 24.0" ITYPE HIPS
-IPI - tPir.3 PLATE IN%TITUIF� NITS- i9qi NATIONAL OFSIGN SPECIfICATION FOR woon CONSTrhor.Tl�� ". ,,% I
,)Qb: (6-45241 ELAb_i3_43_/ T14 40' TRAY HIP 15' THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 Sac)
SOT CHORD 2X4 SP 02 UPLIFT 37 690 520
WEBS 2x4 SP 03 NIS 2.4 SP 02 it BAG.LOC IF71:: 0.000 16.11 39.36
TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. WITH DEAD LOAD OF 5.00 PSF (TOPI Ai;b 5.00 PSF (BOTTOM) .
ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 10.50' END ZONE FROM EDGE OF THE ROOF.
(A) IX4 'T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH -- ---------------------------------------------------------------
8d NAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ERECTION CONTRACTOR. W-Gravity H-Uplift
---------------------------------------------------------------
A RIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ON% UPLIFT N MAN MANGER ANN
+ 2
MUST BE PROPERLY ATTACHED TO THE BOTT014 CHORO. H5 -455#(Ja::& Only) HUS26 If
- -10000 HUS26 - * � 75 : : 286:RO I IV
MTS12 330 1550 6d Ipply
SHIM ALL SUPPORTS TO SOLID BEARING. NTS12 12 E 1, HHUS48 - + 4 '6 ly
. Eg
4 MTT288 : :23070806#0 n i0dj HHUS48 - + 5219890; :206000'1 Hordd 22pp 1 Y
MTT28B - -4455012 Eachlmd NGUS40 - + 66400 -2199f(10d 2ply
MST60 - -468 HGUS48 - + 80000 -26500116d 2PIY
CS150-_-_-I659#f((pE:rChJ2pIy) ---HGUS5.5--+JI335#_-3945# 16d 3OIY1
1 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
15' 15'
5X6 I X3 V4
12 3x
3X4
X4
3X4
(A)
31X5(Ft) 3X4 X5(At)
5 1.5X3
X5 3X4 3X6
2.75
2 5 1- 16,1*6 35' 23*3" 1 1-2' 1
40'
Rv-8110 U-3700 W-7"10 Rvft2058# U-6900 W-3 Av-11870 U-5200 W-7*10
TAq TF5 SE2 -011NO
PL TY .-ALPINE DESIGN CRIT-TPI OTY TOTAL I REV. 17.3u6 S AL I/D.J
ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
*IMPORTANT*)(SMALL HOT Of RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND I
DEVIATION FFAM INN DESIGN OR THESE SPECIFICATION& OR ANY BRACING. SEE HI"I AT TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORKANCE WITH DST"BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
v
ALPINE CQNNECTORIS ARE WAGE OF 20"SALV. STEEL MEETING AST14 QUIAEMENTS. UNLESS OTHERWISE INDICATED. Top BC OL 10.0 PSF DRWG
A44a OR 4 EXCEPT AS NOTED. APPLY CONNECTORS T4 EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER
6606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD m : BC LL 0 .0 PSF JBE
CONNECTORS PER DRAWINGS IV. ISO 9 16GA-F. DESIGN STANDARDS KITH PROPERLY ATTACHED AIGIO CEILING-- SEE STATE OF - TO'T.LD. 47 .0 PSF EN. 40-0-0
COMFOAM 1AfAPPLICMkE PMVISI004 OF toll 4 JPI. AN ENGINEEA*S ALPINE TECHNICAL ISDATE (7/t/Stj FOR PROPER It: D/A L
SEAL ON HIS GRAVING APPL JES TO THE COMPONENT DEPICTED HERE DRYWALL APPUCATtON. FURNISH A CO"OF THIS OUR FAC. 1 .33
IN ONLY. AND SHALL NOT K RELIED LOON tj#ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR-
.--TP . f--- - --- - ---- ft. MOS� f991 NATIONAL nFSIGN SPFCfFI4CAT10N FOOT W00(1 C0"Tr%K:fI0N SPACING— 24.0 ITYPF HTPS
lob: 16-45241 PLAN 1343 T15 40' TRAY HIP 17' THIS QWG. PREPA "14 Rom I TRUSS WA'S LAYOUT
I S+
TOP CHORD 2x4 SP :2 IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS IMF 1199 a
SOT CHORD ?x4 SP 2 UPLIFT H 360 700 520
FTI:
WEBS 2x4 SP 03 :W5 2x4 SP f2 K aRG.LOC : 0.00 16.11 39.36
TRUSS DESIGNED FOR 100 MPH MIND 15.00 FT MEAN HE17HT
W ITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (SOT OM11.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 10.50' ENO ZONE FROM EDGE OF THE ROOF.
(A) iX4 *T* BRACE. SAME GRACE AS WES MEMBER. ATTACH WITH ------------------- -------------------------------------------
ad MALLS 0 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFTMANGEA REQUIREMENTS
ERECTION CONTRACTOR. (0-Gravity (-)-Uplift
A RIGID CEILING OR CONTIMMM LATERAL SWING AT 24' D.C. N:N UPLIFT No% *;; HANGER wNs
MUST BE PROPERLY ATTA04ED TO THE BOTTOM CHORD. H5 -4550(jacks Only) MM26 - + 5': : 286 ly
MTS12 - -10000 HUS26 - + 3315 05021063d 11ply
SHIN ALL SUPPORTS TO SOI-10 BEARING. MTS12 - -20000(2 Each W
SIS - + A2990 -1660:110d 2ply
MY7288 :3786012 Each 1041 + 51800 -2000 16d 2PIY
MTT288 44550(2 Eachl 1164 HGUS48 - + 66400 -2199# lod 2ply
MST60 -4688#(Per 2ply) HGUS48 - + 80000 -26500 16d 2ply
CS150 -1650#(Each) HGUSS,5- +113350 -39458 16d 3ply
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
17 17'
1.5 50 5 6
12 5X5 5X5 T
5X5
(A) 1.5X3
3X4 r-
3X5 IFI) 3X4 X5(A 1)
5X5 3XI X 3X4
3X4
-9:22.75
ip 23'3"
2' 5- 35' 1 2'
4 01
Av-8030 U-360# W-7"10 RV-20730 U-700# W-3*4 Av-11810 U-520# W-7"10
TAq T�6 SE2 - 117g75
PL .-TY .-ALPINE DESIGN CRIT-TPI OTY 1'�,,W TOTAL t REV. 17.3uG SCAL -0.17 3
ALPINE ENGINEERED PRODUCTS. INC. AMU AEOUIAE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
K*IMPORTANT***,ALL NOT BE RESPONSIBLE FOR ANY WARNING TIN KA:ZNG, ERECTION AND '0%its 11",
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION& CA ANY BRACING. SEE M18-0i BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE tAUSS IN CONFORMANCE WITH OSTSG SY TPI. FOR ADDITIONAL SPEC;AL PERMANENT BRACING RE
ALPINE CONNECTOR&ARE MADE OF ft"GALV. STEEL MEETING AST14 QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP
BC OL 10.0 PSF DRWG
'A". A446 GO 6 rXCEPI AS NOTED, APPLY CONNECTORS 10 EACH FACE Or :CHORD SHALL BE LATERALLY RnACEO WITH PAW"
. 5606
TRUSS AM UNLESS OtHEAWISE LOCATED ON THIS OtSICK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 0 : BC LL 0.0 PSF JBE
1CONNECTORS PEA OAAMINGS 130. 150 9 ISCA-F. DESIGN STANGAADS WITH PROPERLY ATTACHED AIGIO CEILING --SEE STATE OF 47.0 PSF -0-0
CONFORM%/hPKICAGLE PROVISIONS OF ADS 9 TPI. AN ENGINEER'$ ALPINE TECHNICAL WPOATE 17/1/911 FOR PROPER TOT.LO. O/A LEN. 40
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE OnYWALL APPLICATI". fUnNISit A COPY OF IliIS DUR.FAC. 1 .33
D IN ONLY. AND 514ALL NOT BE nrLICO UPON 1#4 ANY OI1CA WAY. DESIGN TO It* tmxl InrcTION cominACynn, INE SPAC I NG 24.0' TYPF HIPS
wtvin row.mirimm . .....
Job: (6-42241 PLAN 1343 1 T16 40* TRAY HIP 19 PREPARED aY THE ALPINE J08 DESIGNER PROGRAM FROM TRUSS MFR*S LAYOUT
TOP CHORO 24 SP 02 N PROWAT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC)
BOT CHORO 2.4 SP 02 �Ws 2X4 SP #2 tt UPLIFT ILBI: 550 690 34
WEDS 2x4 SP 03 BRG.LOC FT : 0.00 25.38 39.32
TRUSS DESIGNED FOR 100 MPH MIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (130TTONI .
DEFLECTION CRITERIA IS L/350 LIVE AM L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 10 '_ENO_ZONE FAD14 EDGE OF_THE_ROOF*
(Al m 03 HEN-FIA OR BETTER CONTINUOUS LATERAL BRACING TO _ _ -!0- - - --- --- ---------------------
BE EGUALLY SPACED. ATTACH WITH (2) So NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGEA REQUIRE14ENTS
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A W-Gravity H-Uplift
SUITABLE SUPPORT BY ERECTION CONTRACTOR. ---------------------------------------------------------------
xm* UPLIFT x*m 9;; HANGER URN
(8) IX4 *T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH HS -4550(jacks Only) HUS26 - + 510 -1286: too IPIYI
So NAILS 9 V D.C. BRACING 14ATERIAL TO BE SUPPLIED BY MTS12 - -10000 HUS26 - + 33f5f -1550 16d IPIY
ERECTION CONTRACTOR. MTS12 - -2000
6:12 Each I HHM49 - + 42990 -16600 too 2PIY
- -378 2 F -2000# 16d 2ply
MTT288 _ach tool HHUS48 - + 51800
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MTT288 - -44550(2 Eachl 1160 1 HGUS48 - + 66400 :21990 too 2ply
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MSTSO - -4688#(Per 2ply) HGUS48 - + 80000 26500 t6d 2ply
SHIM ALL SUPPORTS TO SOLID BEARING. CS150-_---1650#(Eachl------- HGUS5L!,_*!1!351 -3945#116d 3ply
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
_2'-W1
1 1
5X6 -.--5%6
SX3
T 12 3X X6 T
(B)
(A) X4
3X5 (A) C13
3X6(F I) 4X4 3xb 3X8 L X5(A 1)
5X5 1.5X3
JX6
2.75
25 4"S 13*I I"14
2. 35'
_40'
RY-12650 U-550# W-7*10 Rv-2142# U-6900 W-3'
Rv-6500 U-3400 W-7"10
TA�. T42 SEP - 117gSO
PL Ty .-ALPINE DESIGN CRITWNTPI OTY - 2 TOTAL - 2 REV. 17.3u6 SCAL -0.17
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEOUIAE EXtREME CAAE 12/24/96 TC LL 30.0 PSF REF
*IMPORTANT**smALL NO?K AESPONSIKE FOR ANY WARNING IN W1ANDL%NG, ERECTION AND
0 DEVIATION FROK THIS DEBT"08 THESE SPECIFICATION% OR ANY BRACING. SEE HIO-11 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE J2/24/96
FAILURE TO BUILD THE ?AUSS IN CONFORMAHM WITH OST58 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING K
ALPINE CONNECTORS APE NAME OF 1100A GALV. SIM MEETING ASTH :GUIPENENTS. UNLESS OTHERWISE INDICATED. TOP E3C OL 10.0 PSF DRWG
A449 OR 6 EXUPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF DOW$14ALL WE LATERALLY 13RACED WITH PROPER 5606 s
0.0 PSF JBE
TOM AND UNLESS O?HERNISE LOCATED OR THIS DESIGN, POSITION LY ATTACHED PLYWOOD"ATHING. BOTTON CHORD BC LL
I
CONNECTORS PER ORAVIINGS 130. 150&ISOh-f.DESIGN SIA110010% 'All"PROPERLY ATTACHED RIGID CEILING
SEE STATE 47 .0 PSF,O/A LEN. 40-0-0
CONFOAN N/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1191) FOR PROPER TOT.LO.
SEAL 04 MIS OnA%tNG API'L IE% 10 TWO[ COMPONENT OFPIC1Fn 14F(K OftYWALL APPLICIkTtON, FIMNISAI A COPY OF TISIS 0 n
IN OWT. AN"S.VA L N01 OF FICAACO UPON IN MY 011117A WAY, rASIGN 10 1,-f TrIt6S EIVC110N CnNT11ACTM Lnun.FAr. 1 .33
. Im"M N IF 1w,1jTt'1r, N11% - IMi NATMNAI r4_-,!rN la��frlffrATIAN fO IN ISPAC I NG, 24�0-
!LttTq_Cn ITYnP HTPq
Job: (6-4524) PLAN 1343 T17 40' TRAY COMN THIS QWG. PREPARED BY_THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS WRIS LAYOUT
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (199t SBC) TOP CHORD 2x4 SP 02 N
UPLIFT BOT CHORD 2x4 SP #2 N
BAG C PTI: 0550 25690 39340
RU�Lo .00 .38 .36 WEBS 2x4 SP 03 :W7 2xA SP 02 N:
T S DESIGNED FOR 100 MPH IINO 15 00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF TOP) A�6 5.00 PSF (BOTT6;4
ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS NAY NOT BE LOCATED BEARING BLOCKS: NAIL TYPE: O.I31x3.O_gjnaIls
WITHIN A 10.50' ENO ZONE FROM EDGE OF_TNE ROOF. SAG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK
------------------------------------- ------------------------- 1 25.375' 1 i2l I
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS NOTE: FOR ADDITIONAL DETAILS AEFER TO DRAWING 8139.
W-Gravity H-uplift BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD,
-------------------- -------------
UK* UPLIFT 1111111 UNIT HANGER 9mm DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
H5 . -455#(JaCks Only) HUS26 . , 27510 -12860(10d I
MTS12 - -10000 HUS26 - + 3315f -1550: 16d N41 (A) tX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
MTSt2 - -20000(2 Eac MS 44 88 - + 42990 -166 t BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING
MTT288 - -37860(2 E8C h, too, - 4 51800 -20 0 Od 2plyl MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
MTT28B - -44550(2 Eactil 116d HGUS48 - + 6640f -21 SUITABLE SUPPORT BY ERECTION CONTRACTOR.
MST60 :46880 Per 2ply) HGUS48 - + 80000 -26500 l6d 2plj
CS15O__:__I65O#1EaCh)---------HGUSS.5--+113350--39450116d-3plyl A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C.
--- - ----------- -------- ------- ------ --- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
REFERENCE H ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
SHIM ALL SUPPORTS TO SOLID BEARING.
20' 20'
5X6
4X5
T 12 X4 i T
5 3X X 6
(A) X4 ;a
3X5 (A) [::
3X6(F 1) 3X5 3'�4 X5(At)
J'f;
5X5 3X6
2.75
V2. 5 1'2-- 25'4'8 35 + 13 11 14 1 2' 1
E—— i
40
Rv-1245# U-550# W-7"10 Rv-2198# U-690# W-3'
Rv-6130 U-340# W-7'tO
TAG T�7 SE? to 117086
PLT TY .-ALPINE DESIGN CAIT-TPI OTY I' TOTAL - I REV. 17.3u6 SCAL 0. 1763
ALPINE ENGINEERED PRODUCTS. INC. TAUJISES AEOUIAE EXTREME CARE 12/24/96 TC LL 30 .0 PSF REF
K*IMPORTANT**SHALL,NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND lilt, t""
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIR-91 BY TPI. SEE THIS DESIGN
TC OL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE 14AOE OF 240A ITALY. STEEL MEETING ASTM GUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 -0 PSF ORWG
A44S CA I EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CH(M SHALL BE LATERALLY GRACED WITH PROPER
5606
TRUSS AND UNLESS OTMERWISE LOCATED ON THIS DESIGN. POSITION ILY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD IT BC LL 0 .0 PSF JBE
CONNECTORS PER DRAWINGS 130. 150 9 HJOA-F. DESIGN STANDARDS NJ TH PROPERLY A114CMEO RIGID CE IL ING -- SEE
t IN ONLY. ANTI SlfML NOT 10 1114.11.0 UPON fit ANY 01111.0 WAY. UESIGN 10 1111. l"I LIXCI ION COM111AL10H STATE OF 47.0 PSF O/A LEN. 40-0-0
COWOAK lo/APPLfCABLE PROVISIONS OF NOS 6 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER TOT.LO.
SEAL ON 11111S MA11111411 AO"IFS 10 THE CO~M1 ncplctco licTic MVWALL APPLICATION FURMIS14 A COPY OF fill% 0 AIQ oun.FXC. 1 .33
o.-ipl - tmmn ritAir wimstf. ldn�, - IrMl MhT1nNAt rwsirm rPrr.IFjCATInN Fm wnnn rnNqtmK'llr. SPACING Ps
)ob: (6-4524) PLAN 1343 / T18 40' TRAY HIP H1 7' THIS OWG.-PREPARED-BY THE ALPINE JOB DESIGNER PPAM_Am FROM TAM MFA'S LAYOUT
TOP CHORD 2x4 SP #2 N :T2 2X4 SP 01 Dense:
:T3 2x4 SP Of it 2 Complete Trusses Required
SOT CHORD 2X4 SP #2 M :02 2X4 SP 01 k
:83 2x4 SP #I Dense:
WEBS 2x4 SP #3 :W7 2xA SP 02 N: :Wa 2x4 SP #I ft NAILING SCHEDULE: 1O,13Ix3.O_9_p&!f1s)
TOP CHORD: I POW j 6' O.C.
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD: i ROW 1 16' a.c.
WEBS : I POW 0 4' O.C.
UPLIFT (LBI: 1050 1420 490 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
RRG.LOC FT)* 0.00 27.38 39.36 IN EACH ROW TO AVOID SPLITTING.
TRU DESIGNED FOR 100 MPH MIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP1 AND 5.00 PSF (BOTT&I
ENCLOSED OR FULLY OPEN BUILDING. BEARING BLOCKS: NAIL TYPE: O.131x3.O_9_p&ils
BRG X-LOC #13LOCKS LENGTH/BLK #NAILS/BLK
---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS 1 27.375* 1 12" 2
(0,Gravity H-Mlift NOTE* FOR ADDITIONAL DETAILS REFER To DRAWING 6139.
------------------- ------------- BEARING BLOCK To BE SAME SPECIES. SIZE & GRADE AS CHORD.
x:w UPLIFT nau *2*4 MANGER Ns*
H5 455#(JaCkS Only) MLIS26 - + 1511 25806#1(10d I ly PREDICTED HORIZONTAL MOVEMENT IS 0.19' DUE TO LIVE LOAD
15.0 :1 AND 0.06* DUE To DEAD LOAD AT ONE SUPPORT.
15 16d
MTS12 - -10000 MLJS26 AA + 33 d 110 1 y
MTS12 USS48 , + 42990 -1660: 1063 2
III 110dj 4a - + 51800 -2000 2:1 Yy DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
ITT288 : :23078025:11 lach
MTT288 - -44550(2 Each 16d HM48 - + 66400 -2199 10d 2ply (A) SCAB BRACE. SAME SIZE AND GRADE AS WES MEMBER. LENGTH TO BE
MST60 :46aat;or 20y) MM48 - + 80000 -2650 i6d 2ply
CS150 16500 Each) HGUSS.5- +t1335# -3945 116d 3ply MIN. OF 90% OF WES LENGTH. ATTACH WITH 160 NAILS I 4'O.C.
--------------- BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR.
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER OETAILS #I HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
SHIM ALL SUPPORTS TO SOLID BEARING.
12
7 —26' 7
5xb 4X
X 4 �X�_ X6
3X4 3xp 1. X6
3T F(F 1) 333 XX 55 X X �J.5X�3 T
3X71(F 1) X5(A
�4)( X_
3X4
5X6 3X6
A-
i2.?5 27'4"8 1 11'11*14
I
5 35'
40'
_7' 26' 7'
-450
Rv-2487# U-10500 W-7*10 Rv-45220 U-14200 W-3"
RY-7310 U-4900 W-7'10
TA T43 SE2 - 117112
PLY.'TY .—ALPINE DESIGN CRIT-TPI OTY- t PLIES- 2 TOTAL- 2 REV. 17.3u6 SCAL -0. 110
ALPINE ENSINtEM PRODUCTS INC. TRUSSES REGUIAE EXTREME CAM 12/24/96 T C L L 30 .0 PSF REF
I MPORTANT S14ALL NOT SE RESPONSIBLE FDA ANY elARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION% OR ANY BRACING. SEE HIS-21 BY TPI. SEE THIS DESIGN us TC OL 7 .0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 021"BY TPI. FOR ADDITIONAL SPECIAL PERMANENt BRACING AE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED, 70P BC DL 10 .0 PSF DRWG
A446 CA 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHOftO SHALL BE LATERALLY OAACED*)FH PAOKn z
560
tAUSs AND mtss olootnwise LOCATED ON THIS DESIGAL POq1I10N LY ATTACHED PLYWOOD Si4EATHIK. BOITOM C1014) : e(3) BC LL 0 .0 PSF JBE
1COWCHNIS I-CA DIIA.1140', 130. 150& HiGA F. UF%IG4 SIANI)AIIIIS W1114 Pr"VVY AITACIAID "1(011 r.111 ING :,If !;IAI 9 C Or -0-0
Tnr M. 47 .0 1 O/A I FN, 40
CAINIIIHIM.1AI1%KA'.l I-API.J.0e;Al W11 k H-% AN I'Salm All-11.1 HI:.11II:AI 144-1 1//1,1111 111.1
I0111t.hl IN.'I(111)0 11.4Y.Al I A1.61 ICAI HIN I A I
I Ac I
1.4 1 A'.)I"..:I ItIl W in I!I v !4 ANY 01111 14-v n!�Ic. 10 I"r I""tirmr !w"o:'.I PS
". ,I C
-IPI . lfkr,%14 Alf IkqI I HOT NA% - lqql WATIONAI FWII�jr.N SITC]FIrAlln 0 n rnwatutr7wm SPAC I NG see above I ypr- H
)ob: (6-4524) PL6N 1343 T19 4Q' TRAY HIP 9' THIS OWG. PREPARED BY THE ALPime joe ROM TRUSS MFR'S LAYOUT
TOP CHORD 24 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS low WWI,
SOT CHIORD 2.4 SP 2 N UPLIFT K t 610 650 340
WEBS 2x4 SP 03 :MS 2x4 SP #2 N: BRG.LOC FT): 0.00 27.38 39.36
TRUSS DESIGNED FOR 100 MPH MIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF (SOTTU
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 10.50' ENO ZONE FROM EDGE OF THE ROOF.
(A) IX4 *T* SPACE. SAME GRADE AS WES MEMBER. ATTACH WITH ---------------------------------------------------------------
80 NAILS 1 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
ERECTION CONTRACTOR. M-Gravity (-)-Uplift
--------------- -----------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. *1111 UPLIFT N** I OWN HANGER K*m
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(JaCks Only) I HUS26 - + 27510 -1286 lod 1ply
MTSi2 - -10000 1. HUS26 - + 3315# -1550#01160 2ply
SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 - -20000(2 Each 42991 -1660,1 110d I
oO# 16d Sg
ply
MTT288 :3786#(2 Eachill0di =88 ++ 51800 -20 V
MTT288 4455012 Each 16d HGUS48 + 66400 -2 10a 2ply
MST60 -4688#(Per 2ply) I HGUS48 + 80001 -2 16d 2ply
CS150 -1650#(Each)--------I HGUS5.5--+113350 -3 16d 3ply
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
d 22'
5X5 3X4 3X6 4X5 1
5 (A) T
3X5 >1.5X3
33X6,�(Fl) 3X8 3X6 3X4 3X5(A I)
5X6 4X4
2.75
27'4"8 -1-11'11'14
2' 5' 35 1 2'
40!
Av-13880 U-6100 W-7"10 Rv-2093# U-6500 W-3
Pv-5750 U-340# W-7'10
TAY. T�7 SEG - 11�ff
PL TY .-ALPINE DESIGN CAIT-TP1 OTY - I TOTAL - I REV. 17.3u6 SCALE -0.1
ALPINE ENGINEERED PRODUCTS, INC. TAMES REOUIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
I MPORT ANT sN&L NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. EKCTIO14 AND 'Itill ,,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTOR$ARE MADE OF 20GA GALV. STEEL MEET ING ASTM GUIREMEN11S. UNLESS OTHERWISE INDICATED. TOP 6C OL 10 .0 PSF ORWG
A446 OR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
'MOSS AND UNLESS OTHERWISE LOCATED ON THIS DESICK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 6606 BC LL 0 .0 PSF JBE
CONNECTORS PER DRAWINGS 130, 150 9 t6OA-F. DESIGN STAKOAADS W1 H PROPERLY ATTACHED AIGID CEILING -- SEE
% STATE OF TOT LO 47.0 PsF O/A LEN. 40-0-0
CONFORM W/APPLICAOLE PROVISIONS OF WDS 9 TPI� AN ENGINEEA*S ALPINE TECHNICAL UPDATE Ph/911 FOR PROPEn
SEAL ON 1141S 1111AWING APPLICS TO lif COVIPONCNI orplon s4rne nsiTWAIL APPLICATION, FtInNiS11 4 COPY 01: 71119, 0 1111DO, D(Jn Fk. 1 . 33
11 ON,�' I'll r"" _r ",':'c I.., 14 ov%'� ri�F to I—* I ;�cT in,I:IN[-1-4:7!�I �"�'iNEOA'> HIPS
.- I.IT - I.I.,- "I III, I I I 1411f �11'; . ttIIII N- ". 111 1.AIIIII I(III.,.o(n,�,,1!— -1"," SPAC JNr, ;3 4,0 IT YPF
)ob: (6-4524) PLAN 1343 / T20 40' TRAY HIP 11' THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER AN FROM TRUSS_MFR'S LAYOUT
TOP CHORD 24 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. "Sac)
BOT CHORD 21-4 SP 2 N UPLIFTC ILFI: 600 67 9320
WEBS 2x4 SP 03 :W8 2X4 SP 02 N: BRG.LO FT : 0.00 27.360 3 .36
TRUSS DESIGNED FOR ISS MPH WIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5. PSF (TOP) AND 5.00 PSF (BOTTOMI.
DEFLECTION CRITERIA IS L/360 LIVE ANO L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 10.50' END ZONE FROM EDGE OF THE ROOF.
(A) iX4 *I' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH ---------------------------------------------------------------
8d MAILS 9 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
EREC710M CONTRACTOR. M-Gravity H-uplift
------------------- ---------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NNN UPLIFT *m in 11111111 MANGER Won
MUST BE PROPERLY ATTACHED TO THE BOTT014 CHORD. H5 -455#(Jacks Only) I HUS26 + 27510 :12806: 100 1:1;1
MTS12 -10000 6 + 3315# 05 16d I
SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 -20000(2 E 48 + 42990 -16600 iOd 2
MTT288 -37866(2 EICC11111110d1j. m48 + 51800 -20006 16d 2pllyl
MTT288 :44550(2 Each 16d HGUS48 + 66400 -21
MST60 46880(Per 2ply) H US48 + 80000 -26
CS150 -1650#(Each) HGGUS5.5- +113350 -39
------------------ --- -----------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
3X4 3X5 1 ,5 Xd
12
50 L�- (A) T
3X5 (A) .5X3
33X6(F 1) 3X9 6X�7 X5(A 1)
5X6 M" 3X4
2.75 4X4
2. 5 12 27'4"8 35' 11 11"14 1 2- 1
40'
Av-13800 U-6000 W-7*10 Rv-21190 U-6700 W-3'
Rv-5560 U-3200 W-7"10
�Ay T49 SE? :01 ��14
L TY .-ALPINE DESIGN CRITAATPI OTY AA I TOTAL - I REV. 17.3u6 SCAL
PRODUCTS. INC. AUSSES AEOUIAE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
I MP 0 R T A N T AILKPA ILLNEME078KIWEREBPONS I OLE FOR ANY 4ARNING IN HANDLING. ERECTION AND ",1111 1
oEvIAtiom FROM THIS Gum on tmEsE smctrjwjaw� OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN sps TC OL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD It* TRUSS IN CONFORMANCE WITH 05118 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTH GUIREMENTS. UNLESS OTHEAWISE INDICATED, TOP 13C OL 10.0 PSF DRWG
A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROKA
TRUSS AND UNLESS CISHEAVISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SNEATHING. BOTTOM CHORD 5606 BC LL 0.0 PSF JBE
CONNECTORS KA DRAWINGS 130. 250& ISOA-F. DESIGN STANDARDS WITH PAOPEFILY ATTACHED RIGID CEILING -- SEE
STATE OF TOT.LO 47 .0 Ps O/A
CDNFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE IMNICAL L)POAIE (7/3/911 FOR PIMIX111 FJU/A LEN. 40-0-0
SEAL Oil T1415 DnAWING APPLIES 10 THE COMPONENT DEPICTED KEFIE DRYWALL APPL ICATtOM. FUnNISti A COPY OF DOIS 0 RIO oun.FXC. 1 .33
-;--A,I A�-tm,ni r, 'B ftj!:F 1 1! 1. 'INFO
[;"I� NJ'; . '.qqj NATIONA1 n11jr.1 W':F19 SPACING 24.0" HIPS
L
JOb: (6-4524) PLAN 1343 / T21 40' TRAY HIP 13 THIS OwG. PREPARED BY THE ALPIA ffih" "?IN ROM TRUSS mFg-5 LAYOUT
TOP CHOW 2x4 SP 02-k _.E
PROVIDE UPLIFT CONNECTIONS AT BEARI SBC)
GOT CHORD 2X4 SP 02 UPLIFTC JLB 0 31
TI: 9
WEBS 2X4 SP 03 !fW9 2X4 SP 02 N: SAG LO F : 060000 276938 3 .306
TRUiS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN_A_10'50: ZONE FROM EDGE OF THE ROOF.
(A) IX4 *T* GRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ------ - ---- -END_--- _ _ _
- ---- ---- -- 1------------------------
8d NAILS I G* D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
ERECTION CONTRACTOR. M-Gravity (-)-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. mxm UPLIFT xx Wm HANGER WSW
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -455#(Jaclos Only) HUS26 +1 2751# -t286 Od
MTS12 - -10000 HUS26 + 3315f -i550:116d 1ply
Od 2ply
MTT288 :37116:12 E C + 5180: :2000 60 2PIV
MTT288 4455 2 Eac + 6640 21990 10d 2ply
MSTSO -4688#(Per 2PIY) HGUISAB + 80000 -2650# 1 a 2ply
HGUS595- +113350 -3945# 1 d 3p,yl
I
SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 -20000(2 E:C + 42990 -1660: 1
41 1
CSISO -1650#(Each) ,I 1"roiddil H=GUS44 1 66 IV
------------ ----------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
13' 14' 13* 1
+ +5X3
5X6 1.5X3
TT 5 12 4X4 (A) X4
1.5X3
U-)
3 6(F I)
3X 3X 4 376- X5(At)
C; -4
5X14 3X12 3X6
2.75
2. 5 1 P 27'4"8 35' 11 11 14 1 2' 1
40'
Av-13760 U-6000 W-7"10 Rv-21340 U-6900 W-3
Av-5460 U-3100 W-7"10
TAY.A T�O SE2 Wir 11%9
PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.3u6 SCAL -0. 1 6
ALPINE ENGINEERED PACOMIS. INC. TRUSSES AEOUIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
*IMPORTANT*)(SH&L NOT ME PES-041BLE FOR ANY WARNING IN HANDLING. ERECTION AND ,%lit "
DEVIATION FRaK THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-91 BY TPI. SEE THIS DESIGN us ill TC DL 7.0 PSF DATE 12/24/96
0'li
TRUSS IN CDNFOAMANCE
FAILURE TO BUILD THE WITH OSTSO 13Y TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING ITE
ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASIM DUIPEMENtS. UNLESS OTHER-ISE INDICATED. TOP B C D L 10 .0 PSF DRWG
W5606
ut 0"
A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS A40 LP&ESS OTARWISE LOCATED 04 THIS DESIGN. POSITION Ly ATTA.-VIEO PLYWCCO S11[AtHING, BOTTOM Ct,��AD BC LL 0.0 PSF JBE
CONNECTORS PEA OnAvoINGS .30. 150 C 16CA-P. DESIGN STANCAAJS AIIH PAVERLY ATTACHED n1GID CEILINC, -- CLC
STATE OF 47 .0 PSF O/A LrN
CONFCTZM W/APPI.jCAU�E 111OVISIONS Cc -..)S& IPI. AN ENC;Nf,.n'S ALr;%E ILCHNICAL LPC.%I[ (7/1/tll) 1 0;1 1'1i� TOT.1.0. 40-0-0
SEAL ON THIS OnAWING APPLIES 10 11tr COMPONENT DEPICTED HERE DAYWAL.I. APPLICATION. FIAINIS-4 A CUPY Or 1!111; OUR F4C. 1 . 33
1-4 ONLY.
ANU StIALL NOT_HE I*LILU 03UN_Ift ANY QUIE11 WAY OiSIGN to 11'E filu%s L14C110N,(UNIIIACIU E
PPACING 24' —H.1.PS
Job: (6-4524) PLAN 1343 / T22 40- TRAY HIP 15' THIS QWG. PREPARED BY THE ALPINEE J"N DOEST NER PROGAAMI-FROM TRUSS MFR'S LAYOUT
TOP CHM 24 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC)
BOT CHORD 2.4 SIG 2 N UPLIFT ILB
TI: 550 690 340
WEBS 2X4 SP 03 :W9 2X41 SP 02 It 8RG.LOC F : 0.00 25.38 39.36
TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOMI.
DEFUCTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 10.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIRE14ENTS
SHIM ALL SUPPORTS TO SOLID BEARING. -------------------M-Gravity-H-Uplift----------------------
mm* UPLIFT umn N*; MANGER xmil
H5 - -4550(jacks Only) HUS26 - + 2 51f -12860110d 21pply
MTS12 - -10000 HUS26 - + 33150 -11550f 16d I ly
MTSt2 - -2000f(2 EaChIllod, HHUS48 - + 4299f -1660f 10d 2p IV
MTT268 :3786:12 Rch HHUS413 - + 51800 -2000f 160 p IV
MTT288 4455 2 EaCh 16d HGUS40 - + 66400 -2J99f 10d 2plV
MST60 -4688f(Per 2ply) HGUS413 - + 8000f -26500 16d 2ply
CS150 -1650f(Each) HGUS5*5- +11335f -3945f t6d 3ply
------------------ - -----------------------
REFERENCE HOLMES LU14BER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
to, 15'
J.5X3
I 5X3 5X6
5X4
5) X4
1.5X3
to
1)
33X6(F 1) 3 4 3Xb 3XIO X5(A 1) 1.
5 5 --T-.5X3
X 14 6
2.75
2- 5 1 2 25'4'8 35 13'11"14 1 2' 1
40'
Rv-12600 U-5500 W-7"10 Rv-21560 U-690# W-31"
Rv-6400 U-340f W-7*10
TA T�l SE? :011��%4
PL?. TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.3u6 SCAL
ALPIK ENGINEERED PAODkICTS. INC. MISSES REQUIRE EXTREME CAM 12/24/96 TIC LL 30.0 PSF REF
*IMPORTANTXX SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BAACING. SEE HIO-21 BY TPI. SEE THIS DESIGN TC oL 7.0 PSF I)ATE 12/24/96
FAILURE TO(WILD tHE TRUSS IN CONFOnMANCE NtIH MISS BY TPI FOR ADDITIONAL SPECIAL 0r.nMAW.N1 OFIACING nE
ALPINE COt&NECIOnS AnE MADE Or POGA GALV- STEEL MEETIkG ASTM QIJZRE�CNIS. LftESS C11-01-ISE INI)ICATEO. Too BC DL 10 .0 PSF DAWG
A445 G44 6 EXCEPI AS NOILD. #Aq-LY CONNECTORS 10 EAC14 FACL OF CIQII0 SIIALL IIE LAIEHALLY IIIIALIJ 011it 1111191114
MUSS AND LftEV,096UINISF. LOCAI(O ON THIS OCSICN. POS11104 L' ATIACIIED I'LIWOOD rI'LAIIqNr.. 110110M(AIZ111.1 0 .0 PSF JRF
CO-1,1401`11M 1113 1-11. 1!iO t FOA I rWrjr'f4 nIA I I 1::0f.4 IIA; It 11!11,
17 0 1";1 IIIA I I f�' 0 0
1 1:14 110� I, I.-I All
—1 U4 tt DIJI1.1 At:.
A.I I- 1 1% All 141
Job: (6-4524) PLAN 1343 / T23 40' TRAY HIP 17' THIS OWG._PAEPAAEO BY THEE AL lNE_JO8 OESIGNER PROGRAM FROM TRUSS_MFR'S LAYOUT
Top CHORD 214 Sp PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SOC)
BOT CHORD 2.4 SP :22 "N :82 2.4 SP 01 Dense: UPLIFTC ILB
TI: 550 690 340
WEBS 2x4 SP 03 :117 2X4 SP 02 k BRG.LO F : 0.00 25.38 39.36
TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOMI,
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 10.50' END ZONE FROM EDGE OF THE ROOF.
(A) JX4 "I' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH ---------------------------------------------------------------
80 NAILS 0 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. KNIT UPLIFT N*g +N;m HANGER mmN
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -4550(jacks Only) HUS26 751: :1286:,110d IpI
15 1550 6d Sply
MTS12 - -0000 HUS26 - + 33 YJ
SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 - -2000#(2 E Iod, :M148 - - 42990 -1660: 10d 2
MTT288 :37860(2 E:Ch 48 - + 5180# -2000 16d 2plyy
MTT288 4455#(2 EachhI6d HGUS48 - + 66400 —21ggf 10
MST60 -4688#(Per 2ply) HGUS48 - + 80000 -26500 IS
CS150 -1650#(Each) HGUS5.5- +113350 -39450116
------------------ -------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
17' 6. 17' 1
X6
12 6X6 I.5X3 3X6
(A) 3X4
1.5X3
3X6(F 1) E�x 12 X (A 1)
5X 14 m I.5X 3
_-:3 2.75 3X6
1;, 25'4*8 13'11'14
2. 5' 35' 1 2' 1
40'
Rv-1265# U-5500 W-7*10 Rv-21420 U-690# W-3"
RY-649# U-340# W-7*10
TA?. T�2 SEG :011ZQ95
PL TY -ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.3u6 SCALE . 1763
ALPINE ENGINEERIE0 Pnomxys. TNT: TRUSSES WOUITIE tXTRrHE CARE 12/24/96 TC LL 30 .0 PSF REF
XIMPORTANTXX WALL Nov aE RisRoNsiot.E ron ANY' WARNING im HANDLING. cnrCtim Am) III
DFVIAVION IIII(IM IIIIS DrSIGN OR 111ESE SPFC1r1CATivTw,. nn ANY onACING. !;(E HIO-91 ny TPI� ',[F IIIIS M.WN Tc ni 7 .0 P-,F nA7F 12124196
FAILURE iO I.;L0 11iC Vit,S5 IN LCVzoi-I%cE wiw cstso uY ivi. rCn ACC11:3NAL ',:'[C:AL
AAP;�%E 0%,N-%:,-,c, A.IE V� S KE L ME C T 1 NL; A5 T� r.j i;, c. c
:7, . .,. I Dr Of_ 10 .0 PSF
A446 G4 H FXCkrT AS Kil;im,; l ;14 Y :;NK9C10AS 10 EAZm FAI- GF C,.,)I;ij 'S-1:1 AT t- 1:� :) �:: ,_!.:;. i i1j),
C1 11-IS JXSjtjN. I'Cjjj ::)N I.- Al IV--I I -!:U:1 t i .... I I
1? . - 0 .0
Ttr,.% 7 7
�A.
Ai rJ�
6 AAM -7-2 MONO GOR
-1 PLAN 1343 / T24 11 THIS ONG, PREPARED BY THE ALPINE JOB DESIGNER PA0GRAM_FRDI4 TRUSS lifli"S LAYOUT
SP :2 "
BOT CHORD 2xB SP I D.8111 2 Complete Trusses Required
WEBS 2x4 SP 03
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) NAILING SCHEDULE: 13tx3.0-g-nails)
1390 1560 T N
UPLIFT ka): 0.00 1 1.30 OP CHORD: I ROW 0 ra: G.:c:
ORG LOC (F TI BOT CHORD: I ROW @ 5. C
TRUis DESIGNED FOR 100 MPH NINO 15.00 FT MEAN HEIGHT WEBS : I ROW 0 4 D.C.
A USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
WITH DEAD LOAD OF 5.00 PSF (TOP) No 5 00 PSF (BOTTOM$. S
ENCLOSED OR FULLY OPEN BUILDING. IN EACH ROW TO AVOID PLITTING.
--------------------------------------------------------------- (1) 1/2*-Dolts MAY BE USED FOR 2 O.13Ix3.0_g_paiI9 ON
TYPICAL SIMPSON OR EQUAL LIPLIFT/HANGER REQUIREMENTS THE BOTTOM CHORD ONLY.
-------------------W-Grawity H-uplift ------------- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
mns UPLIFT Knx *;; MANGER mn*
H5 4550IJacks Only) HUS26 - + 28r,:,,10d 1plyj (A) SCAB BRACE: SAME SIZE AND GRADE AS WES MEMBER. LENGTH TO BE
5': :1550 6d I MIN. OF 80% OF WEB LENGTH. ATTACH WITH 160 NAILS @ 4"O.C.
MTS12 Im -tOOO# HUS26 + 33tS ply)
MTS12 Chi 1100, HHU 48 BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR.
288 '22 E S a + 42990 -166O#(IOd 2ply
MIT : :23700806'0 Nch HHUS4 + 51800 -20000116d 2ply
MTT288 - -44550(2 Each 16d HGUS48 + 66400 10d 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C.
MST60 4688 Per 2ply) HGUS48 + 80000 16d 2PIY MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
CS150--:-:1650:lEachl HGUS5 113350........16d 3plyl SPECIAL LOADS
--------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS TC - From 74 PLF at 0.00 to 74 PLF at It.59
SC - From 484 PLF at 0.00 to 484 PLF at it.59
SC - 1516 LB Concentrated Load at 6.33
12
4X8
�U ru
in Ln
(A)
3X5(A0
4=1 air-
3X9
11'7"2
6-4- 1 -5'3"2 3X81
156
Rv-4024# U-1390# W-7'10 RV-3962# U-115600 W-3*8
PLYTA T� SE? WA 11�142
.mTy .-ALPINE DESIGN CRIT-TPI OTY- I PLIES- 2 TOTAL- 2 REV. 17.3u6 SICAL -0. 82
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEOUIRE EXTREME CARE 12/24/96 TC 11 30.0 PSF REF
I MPORT ANT SMALL NOT BE AESPW419LE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FnOW THIS DESIGN On 104ESE SPFCIFICATIONS. On ANY 84ACING. SFE HIR-91 BY TPI. SFE T041S DEFIr.N TC 01- 7 .0 PSF DATE 12124196
'A:�*._-( :C 14�1�1 1. . I
11-:L I ;,'E. ;--4;SS IN C�;%l:NYANC, W1114�S:06 Cly i'71�':1�-I
A(;ihi Lt;'-', A,i, 1A Ct,.4. t,111L 01.:;%G At.;� C;�...... 0 . 0
A� A011 I I C' cl.'!'��
A41!�Gil H-Y: 0 .0 J-2 E
1�c I t 0 PSF O/A LE
CONFORM WfAPPLICkBLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FDA PnOPEA TOT.LO. 47 . N. 11-7-2
A I o, rno, nr I,.in
lqu�s AN!"U%�.Ss 10C410 ON THIS UESIGN. rCSITION LY 47 LU S,- :L
CONNECIORS PEA DRAWINGS 130. IW 6 ISGA-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING SEE STATE 01
Ai"M[CATION. FIMNIS-I
SrAL ON THIS OnAWING PPL ES 10 ?14E CCM004rNT nr.PICTEn HERE Dn'WM L ni in F 33
-TPI -YAlAS Fil AtF INSTJIUTF. WDS- 1991 NATIONAL DFSIGN spFrifirATION FOR moon roAtllttrrinN_ ......t PAC I NG S(I e aho (I Mi�Nt i
1343 PSI 9-6-8 DTC PIGGY (TI) THIS DWG. PREPARED FROM COMPUTER INPUT- tLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA,
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2X4 SP 02 N UPLIFT (LB): 200 200 200
WEBS 2x4 SP 03 BAG.LOC IFT): 0.00 4.62 9.25
TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOMI .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
------------------- ----------------------------------------
SHIM ALL SUPPORTS TO SOLID BEARING. KKR UPLIFT *KK I KKR HANGER KKR
H5 -455#(Jacks Only) HUS26 + 27510 -12860110d 1ply
THIS GABLE END WILL SUPPORT LOP TO OVERHANG ALONG THE TOP MTS12 -10000 11 HUS26 + 3315# -1
CHORD. REFER TO DRAWING GE-001. GE-002. OR 876.719 FOR STUD MTS12 -20000(2 Each)
I HHU 92990 -1
VERTICALS AND BRACING DE AILS. GABLE END HAS BEEN DESIGNED TO MTT28B - -37860(2 Each) ItO 1) H%SS 1800 -20000116d NO
TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING MTT28B - -44550(2 Each) 162) HGUS48 + 66400 -2199 00 ip I
DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTE14S ARE THE MST60 - -4688#lPer 2ply) I HGUS48 + 80000 -2650:(1116d 2plyyj
RESPONSIBILITY OF THE BUILOING DESIGNER. THIS TRUSS WILL ALSO CS150 - -1650#(Each) I HGUS5.5- +113350 -39450 16d 3ply
SUPPORT 2'0* TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. ----------------------------------------------------
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
DESIGN. CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS. AND FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED:
ALL TRUSS TO WALL CONNECTIONS. FOR VERTICALS LESS THAN 4*0"; i.5X3 ALPINE. 13 WOOOLOC.
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. FOR VERTICALS GREATER THAN 4*0': 2X4 ALPINE, 23 WOODLOC.
4'9"4 4*9'4
+
U5 L 12 3X4
2X4(D I) X4(01)
___1 I /+\ 10'6'1
4'7"8 Ll _4'It" ri
I I I j
9'6*8
Rv-156# U-200# W-3"8 RY=5860 U-2000 W-3"8
Rv-156# U=200# W-3*8
TAG T4 SEP - 117219
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.3u6 SCAL -0.5088
ALPINE ENGINEERED PRODUCTS, INC TRUSSES REOUIRE EXTREME CARE 12/24/96 TC LL 30 .0 PSF REF
*IMPORTANTM)i SMALL NOT BE RESPONSIBLE FOR my' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN
us TC OL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST80 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
RE
ALPINE CONNECTORS ARE 14ADE OF 206A GALY. STEEL MEETING ASTM GUIREMENTS. UNLESSOTHERWISE INDICATED. TOP BC OL 10.0 PSF DAWG
'E.
A446 GA 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606
TAUISS AND UNLESS OTHERWISE LOCATED ON THIS OESIGNL POSITION :LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORE) BC LL 0.0 PSF JBE
CONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING -- SEE
1EA STATE OF 47.0 PSF O/A LEN.
�.S
t A - ,
COWOF44 W/APPLICABLE PROVISIONS OF MOB 9 TPI. AN ENGINEER'S LPINE TECHNICAL UPDATE (7/1/911 FOR PROPER TOT.LO.
MAL ON THIS DRAWING APPI IES 10 THE COMPONENT DEPICTED HERE DRYWALL APPL ICATION. FURNISH A COPY OF THIS 0 AID DUR.FAC. 1 .33
IN OWY. AND SliAtt NOT BE MIELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. '..s I
I GARI
"q ",11ftof Rn-, - 19ql NAt[Ot!AL2f�jr.t_114 r1i irAl ION ,, SPACTNG 24.0* ITYnr
Job; (6-4524) PLAN 13-4-3- / J 7' EJ THIS CWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 300 200 200
WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOMI .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. WITHIN_A_B'50'_END_ZONE_FROM-EDGE-OF-THE-ROOF------------------
------ - ----- --- ---- ---- ---- -- --- -----
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIRE14ENTS
M-Gravity (-)-Uplift
------------------- ---------------------------------------
KmK UPLIFT mm* Mum HANGER **m
H5 - -4550(jacks only) HUS26 + 27510 -12860(100 Iply)
MTS12 - -10000 HUS26 + 33150 -1550 16d 1ply)
MTS12 - -20000(2 Each) HHUS48 9 -t660:110d 2ply)
+ 42 9:
MTT288 - -37860(2 Each) ( HHUS4 + 5180 -20000(16d 2ply)
MTT28B - -4455#(2 Each) (16d HGUS48 + 6640 21990(10d 2ply
MST60 : -4688#((P:rh2ply) HGUS48 + 8000: -_2
CS150 -16500 E c ) HGUS5.5- +113350 -3
------------------------------------------------7-------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE 3 150 TOE-NAILS AT TOP CHORD.
PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD.
Rv-2130 U-2004INAILED
11'0"4
12
5 L,-
2X4(Al)
8'1
2' 7'
Rv-5200 U-3000 W-7"10 Av-730 U-200MAILED
TAG TR9 SEG - 117170
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY 3 TOTAL 3 REV. 17.3u6 SCALE -0.6094
ALPINE ENGINEERED PRGOUC7S. INC, AUSSES REQUIRE EXTREME CARE
*IMPORTANT)(*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 12/24/96 TC LL 30.0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE KIS-9t BY TPI. SEE THIS DESIGN "0%I% "",
C TC OL 7.0 PSF DATE 12/24/96
F F
AILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNEC70RS ARE MADE OF 20GA GALV. STEEL MEETING ASIM GUIREMENTS. UNLESS 07HERWISE INDICATED. TOP
BC DL 10.0 PSF ORWG
A446 GR 13 EXCEPT AS NOTED. APPLY COK44ECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF JBE
CONNECTORS PER OAAWINGS 130. ISO 6 ISOA-F. DESIGN STANDARDS 1 WITH PROPERLY ATTACHED RIGID CEILING --SEE
t CONFORM W/APKICAikE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/s/911 FOR PROPER STATE OF TOT.LD. 47.0 PSF O/A LEN.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o Rio I
IN ONLY. AND SOIALL NOT BE RELIED UPON IN ANY OTHER WAY. TO THE TRUSS ERECTION CONTRACTOR. rNE DUR.FAC. 1 .33
1 DESIGN
mATToNAt msif,�!_�qrrTFYrATION FOn woon rON77(prTTON 1SPACIN ?4 .0" ]Tvnr FJArK
)Ob: (6-4524) PLAN 1343 1 J 5' Ej THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFWS LAYOUT
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200
WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00
TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4,50' END ZONE FROM EDGE OF THE ROOF
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------------------------------------i-----------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
------------------- ----------------------------------------
*1111 UPLIFT WNW I **K HANGER mmu
H5 . -455#(Jack5 Only) HUS26 + 27510 -12860(10d toly)
MTS12 - -10000 i HUS26 + 3315f -15500(16d 1plyj
MTS12 - -2000#(2 Each) S
) (10d)l HHU 48 + 4299# -16600 10
MTT28B - -37660(2 Each HHUS48 + 5tBO# -20000,16
MTT288 - -4455#(2 Each) (16d)l HGUS48 + 66400 -21990(10d 2ply)
MST60 -4688#(Per 2ply) HGUS48 + 80000 -26500(16d 2ply)
CS150 -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3plV)
-------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE 2 16d TOE-NAILS AT TOP,CHORO.
PROVIDE 2 16d TOE_ AILS AT BOT ON CHORD.
Rv-135# U-2000NAILED
10'2"4
in 12
CU Cu
4T m
2* 5'
Rv-4380 U-220# W-7*10 Rv-44# U-200MAILED
TAG T43 SEP - 1�7JIO
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 7 TOTAL 7 REV. 17.3u6 SCAL -0. 6 5
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEGUIRE EXTREME CAM 12/24/96 TC LL 30.0 PSF REF
*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY NARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE H113-91 BY TPI. SEE THIS DESIGN
TC DL 7.0 PSF DATE 12/24/96
FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WIT14 OST88 BY TPI, FDA ADDITIONAL SPECIAL PERMANENT SPACING RE
ALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASIN GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP
BC DL 10.0 PSF DRWG
A446 OR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
z 5606
TRUSS AND L04LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JBE
CONNECTORS PER DRAWINGS 130. 150& IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF -
COWORK MIAPPLICABLE PROVISIONS Of NOS& TP]. AN ENGINEEA*S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER : TOT.L.D. 47.0 PSF10/A LEN.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 AID IDuR.FAc. 1 .33
�'9,� EE�%f"9'
IN ONLY. AND StiALL NOT 13E RELIED UPON IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. liv Ev�,
Is - -
,PAr.Tmr P4 n
CJ THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR*S LAYOUT
T3_ PLAN 1342 / J 5
P SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 sac)
BOT CHORD 2x4 SP 02 N UPLIFT ILIM: 0220 200 200
WEBS 2x4 SP 02 N BRG.LOC FT : Do 5.00 5.00
TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (T&I AND 5.00 PSF IBOTT6W
DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O,C� ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS
(+)-Gravity (-)-Uplift
---------------------------------------------------------------
*x* UPLIFT %UK I *n* HANGER xm*
H5 . -455#(JaCkS Only) I HUS26 - + 27510 -12860(iOd iply)
MTS12 - -1000# 1 HUS26 - + 33150 -1550:116d 1ply)
MTS12 - -2000#(2 Each HHUS42 + 42990 -1660 10d 2ply)
MTT28B - -37860(2 Eachkodd HHUS4 + 51800 -20000ji6a 201y)
NTT2BB - -44550(2 Each) (16d)l NGUS46 4 66400 -21 10d 2ply)
NST60 : -468B#(Per 2ply) 1 HGUS48 + 80000 -26 16d 2plyj
cSiso -i650#(Each) I HGUS5,5- +11335# -39 16d 3oly
------------------------------------7----------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE 2 ) 16d TOE-NAILS AT TOP CHORD.
PROVIDE 2 1 16d TOE-NAILS AT BOTTOM CHORD.
Rv-135# U-200#NAILED
10*2'4
Zn 12
5
C`U
_F
2* 5'
Rv-4384 U-220f W-7"10 Rv-44# U-200MAILED
TAG TR6 SEP 1�7173
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL 2 REV. 17.3u6 SCAL -0. 665
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
*IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY NARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 By 7PI. SEE THIS DESIGN 01 us TC DL 7.0 PSF DATE 12124196
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP Z, BC DL 10.0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
. 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JBE
CONNECTORS PER DRAWINGS 130. 150 C ISOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING OR SEE I EE ITOT.LD. 47.0 pSF10/A LEN.
STATE OF
CONFOR"W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FDA PROPER
SEAL ON THIS DRAPING APPLIES TO THE COMPONENT DEPICTED HEAE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RID [DDUR.FAC. 1 .33
911EE
AND SHALL NDT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT
IN ONLY.
1-1. ;,"', I-,PAr.TNr ?4 n IT,,,r F,lArk
lob: (6-4524) PLAN 1343 / J 3' Ci THIS DWG. PREPARED BYTHE ALPINE_J0B DESIGNER �RQGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT ILB 210 200 200
WEBS 2x4 SP 02 N BRG.LOC (FTI:: 0.00 3.00 3.00
TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOMI .
DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REQUIAEMENTS
(+)-Gravity (-)-Uplift
---------------------------------------------------------------
HNN UPLIFT NNW I UNK HANGER **m
H5 . -4550(jaCkS Only) I HUS26 + 2751# -12860(10d IPIY)
MTS12 - -10001 1 HUS26 + 3315# -t550 16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 + 42990 -1660:11tOd 2ply)
MTT28B - -37860(2 Each) 10(3)1 HFKJS48 + 5180# -2000#(16d 2 ly)
MTT288 - -44550(2 Each) 116d)l HGUS48 + 66400 -21990(106 2ply)
MST60 : -4688#(Per 2ply) I HGUS48 + 80000 -26500(166 2ply)
CSi5O -1650#(Each) I HGUS5.5- +t13350 -39456(160 3ply)
----------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE 2 16d TOE-NAILS AT TOP CHORD.
PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD.
Rv-40# U-200MAILED
-4-4
12
5
2
_LT
2- 3'
Rv-375# U-210# W-7"10 Rv-15# U-200MAILED
TAG sm T07 SE? - 117175
PLT. TY .-ALPINE DESIGN CRIT-TPI QTY - 2 TOTAL 2 REV. 17.3u6 SCAL -1.0
ALPINE ENGINEERED PRODUCTS. INC. T SEI 1111 EXTREME CARE 12/24/96 TC LL 30 .0 PSF REF
*IMPORTANT*)(SMALL NOT BE RESPONSIBLE FOR ANY NARNING THANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE M[B-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST&B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE BC OL
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 10.0 PSF QRWG
A446 CA 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 0.0 PSF JBE
0
'TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL
CONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED AIGIO CEILING -- SEE TOT.LD. 47 .0 PSF.O/A LEN.
STATE OF
CONFORM W/APPLICABLE PROVISIONS OF NOS&TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/2/91) FOR PROPER J,
SEAL ON THIS DRAWING APPL IES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OR10- IDUR.FAC. 1 .33
IN ONLY. AND SHAtt NOT HE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CON12��IOR_ ,""IN E#:,,,, -
litkjdt4i V!*If I 111!f_ n� - Irl NATInNAL DFe,!6N-i rirtrmoN r-wnno rnNn,,T"" JSPACTNG ?4 .0 ITynr FJArK
JOb', 16-4j�46 � THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
+AN 1343 / J V CJ
TOP CHORD N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 250 200 200
WEBS 2x4 SP 02 N SRG.LOC IFT): 0.00 1.00 1.00
TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AN& 5.00 PSF ISOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING
-------- -- ----- ---- ---------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
---------------------------------------------------------------
N*K UPLIFT ON* I *** HANGER umn
H5 - -455#(JaCks Only) I HUS26 + 27510 -12860(lOd 1ply)
MTS12 - -10000 1 HUS26 + 33150 -1550 16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 + 42990 -t660:1110d 2ply)
MTT288 - -37660(2 Each) (10d)l HHUS48 + 51800 -2000 16d 2ply)
MTT28B - -44550(2 Each) (16d)l HGUS48 + 66400 -2199:1100 2ply)
MST60 - -46880(Per 2p I y) HGUS48 + 8000# -2650#(160 2ply)
CS150 - -1650#(Each) I HGUS5.5- +10350 -39450(166 3ply)
.. ....... ------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE 2 16d TOE-NAILS AT TOP CHORD.
PROVIDE 2 16a TOE-NAILS AT BOTTOM CHORD.
8'6*4
12 2X4(A I)
8'1
2'
Rv-484# U-2500 W-7"10
Av-317# U-2000NAILED Rv=52# U=200#NAILED
TAG TR8 SEG - 117177
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.3u6 SCALE -1 .6299
ALPINE ENGtNEEAED PRODUCTS. INC. TRUSSES REGUIAE EX7AEME CARE 12/24/96 TC LL 30.0 PSF REF
*IMPORTANT**SHALL NOT K RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SAACING. SEE HIS-91 BY IPI. SEE THIS OESICN TC OL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT 13RACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP
BC OL 10.0 PSF DRWG
A446 OR 6 EXCEPT AS kOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 13E LATERALLY$RACED WITH PROPER 5606 S
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JBE
CONNECTORS PEA DRAWINGS M. 150 9 ISOA-F. DESIGN STANDAROS I W17H PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICASLE PROVISIONS OF NOS& TPI. AN ENGINEEA*S ALPINE TECHNICAL UPDATE (7/1/911 FDA PROPER STATE OF It Z: ITOT.LD. 47 .0 PSF O/A LEN.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0.R.110
IN ONLY. AND SHAIi NOT HE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CON .. Ity Eqr� JOUR.FAC. 1 .33 1
1�tT K
Nns * iqqi ,11IN JSPArw. ;34 n" 1,, F,lAr
ob: (6-4524) PLAN 1�43_/ J 7' HJ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROG AN FROM TRUSS MFR'S LAYOUT
TOP CHORD 2;X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. M91 SBC)
BUT CHORD 2x4 SO 02 N UPLIFT (LB): 320 260
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 9.90
TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AN6 5.00 PSF (BOTTO41 .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAU. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REQUIREMENTS
SETBACK. CORNER JACKS HAVE NO WEBS. 10-Gravity H-Uplift
------------------- ----------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. **m UPLIFT *xm I xxx HANGER *mn
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -4550(jacks Only) I HUS26 2751: -12860110d Jolyl
MTS12 - -10000 1 HUS26 + 33t5 -1550 0,16d 1ply
MTS12 - -20000(2 Each) I HMS48 + 42990 -t66Q lod 2ply)
MTT298 - -37860(2 Each 10d) HHLIS48 + 51800 -2000:(1160 2plyl
MTT288 - -4455#(2 Ea NGUS48 * 66400 -219911 10d 2ply)
MST60 : -4688#(Per HGUS48 4 80000 -26500(16d 2ply)
CS150 -16500(Each) I NSUS5.5-_+113350 -39450(16d 3ply)
-------------------------------------- ----------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE 1 3 j 16d TOE-NAld&V*Iegg$ aftaILED
PROVIDE 3 16d TOE-NAILS AT BOTTOM CHORD.
127# 6; 12*8"12
11'0"7
3X4
12
3.54
2X4(At) n
u r---A
1.593 3X4
2*9"15 9'10"13
7'0"14 5'7*14
4 A
Rv-556# U-320# W-10"13 Rv-331# U-2600NAILED
TAG TR5 SE? :A7161
PLT. TY -ALPINE DESIGN-CRIT-TPI OTY I TOTAL XX I REV. 17.3u6 SCAL 928
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM 12/24/96 TC LL 30.0 PSF REF
I MPORT ANT SHALL 101 BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
THESE SPECIFICATIONS. OR ANY BRACING SEE HIG-91 BY TPI. SEE THIS DESIGN 'o.
0.
DEVIATION FROM THIS DESIGN OR us TC OL 7.0 PsF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST89 BY IPI. FOR ADDITIONAL SPECIAL PEA14ANENT BRACING RE I
ALPINE CONNECTOPS ARE MADE OF 2OG&GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORWG
A446 GA 6 EXCEPT AS NOTED. APPLY CONNEC70AS TO EACH FACE OF CHORO SHALL BE LATERALLY BRACED WITH PROPER
I - . 5606 0 .0 PSF JBE
TRUSS ANO UNLESS OTk*AWISE LOCATED ON 1141S DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORO N BC LL
CONNECTORS PEA DRAWINGS 130. 150& IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING -- SEE STATE OF 47.0 PSF.O/A LEN.
CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATE (7/l/9111 FOR PROPER 10, TOT,LO.
toAjo
SEAL ON (HIS DRAWING APPLIES TO THE COKQONENI DEPICTED HERE DAYWALL,APPLICAFION. FURNISH A COPY OF THIS OUR.FAC. 1 .33
IN ONLY. AND 511ALL NOT BE RELIED UPON IN ANY Qlt�Fk WAY DEX.. 0 THE TRUSS ERECTION CONTRACTOR. 'A,
INEEV5
Iq P A('T Nf-, -PP 1hnvP1T%111 qppr
Job: (6-452A) PLAN 1343 / J 5' HJ THIS OWG. PREPARED FROM COMPUTER I
AftT JILOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS CATED. U991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT ILBI: 0
WEBS 2x4 SP 93 BRG.LOC FT : 030000 720007 72007 7.07
TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) Ai�6 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 05-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
SETBACK. CORNER JACKS HAVE NO WEBS. W-Gravity H-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. WNW UPLIFT *** I *mN HANGER NNN
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(JaCkS Only) I HUS2j : + 27510 -12660(loo 1 IV)
MTS12 - -10006 HUS2 + 33150 -i55O#(t6c[ Iply
MTSt2 - -2000012 Each I HHUS42 : + 4299: -t660
MTT288 - -37860(2 Each IOU) HHUS4 + 5180 -2000
MTT288 - -44550(2 Eachk6d) HGUS48 + 6640# -21991(100 2p1j)
MST60 - -4688#(Per 2ply) HGUSAB +,80000 -2650#(16fj 2ply)
CS15O - -1650#(Each) HGUS5.5 + 1 3350 -3945#(16d 3ply)
--------------------- ------------ ----------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE 1 3 160 4080AIL192001MUM.
PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD.
127#
r 9'10'13
s;.6.2
10*2*7
12
3.54 1 X3
4. 2
4X4
2'9"15 7'O'J4
7'0"14 2'9"15
136#
Rv-426# U-300# W-10"13 Rv-240 U-200MAILED
TAG T44 SEP - 1�7JI3
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV. 17.3u6 SCAL -0. 4 2
X ALPINE ENGINEERED PAODLXIS INC SE REQUIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
RIMPORTANTH SHALL N07 BE RESPONSIBLE FO'A ANY' WARNING '.'NHAS.DLING. ERECTION AND ,%III "
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY IPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTe8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GhLY STEEL MEETING AST9 gUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRWG
ut
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION Ly ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF JBE
CONNECTORS PER DRAWINGS 130. 150 G IBOA-F. DESIGN STANDARDS ;I WITH PROPERLY ATTACKED RIGID CEILING -- SEE TATE OF ITOT 47 . N.
CONFORM*/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEEA*S ALPINE TECHNICAL UPDATE (7/1/9 11 OR PROPER LD. 0 PSF O/A L
Opy OF 0
SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A C THIS 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. IDESIGN TO THE TRUSS ERECTION CONTRACTOR. IDUR.FAC.
-11 �TTTIIII nq - 1-�l -TT1 nF�jr,� ISPACTNG SPP _1M0VP1TN1r1r- JArK
Job: (6-45241 PLAN 1343 / 1 7' TRAY EJ THIS DWG. PREPARED BY THE ALPINE JOB DESI R PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2xA SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 S80
BOT CHORD 2x4 SP 02 N UPLIFT JLB): 270 200 200
WEBS 2x4 SP #3 BAG.LOC FT): 0.00 7.00 7.00
TRUSS DESIGNED FOR 100 MPH WIND 15 00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) AN6 5.00 PSF (007TOMI .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity H-Uplift
------------------- ----------------------
mm* UPLIFT **m I *M* HANGER no%
H5 . -455#(Jacks Only) I HUS26 - + 27510 -12860(10(1 1ply)
MTS12 - -1000# 1 HUS26 - + 33150 -1550#116d 1ply)
MTS12 - -2000f(2 Each HMUS46 + 42990 -1660# 100 Rly)
MTT288 - -3786#(2 EachkOdd HHUS48 + 51800 -2000# Isd IV
MTT28B - -4455#(2 Each) (16d)) 14GUS48 + 66400 -2199 1 2
MST60 - -4688#(Per 2ply) 1 HGUS48 + 80000 -2650
CS150 - -1650#(EaCh) I HGUS5.5- +113350 -39450(16d 300
---------------------------------- --- ------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE ( 3 16d TOE-NAILS AT TOP CHORD.
PROVIDE 1 2 16d TOE-NAILS AT BOTTOM CHORD.
Rv-2660 U-200MAILED
I Z)Aa 11*0'4
12
2X4(Al)
--n 2.75 4X5(R)
12
2- 5' 2'
7'
Av-520# U-270# W-7"10 Rv-20# Ah-102# U-200MAILED
TAG T04 SEQ - 117163
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY 1-3 TOTAL - 13 REV. 17.3u6 SCALE -0.6094
ALPINE �NGINEEAE. PRODUCTS. TRUSSES AEOUIAE EXTREME CAM 12/24/96 TC LL 30.0 PSF REF
*IMPORTANT*)f SMALL NOT BE RESPONSIBLE FOR!NV' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS. OR ANY BRACING SEE HIS-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 12/24/96
FAILURE 70 BUILD It* TRUSS IN COWDAIMANCE NITH OST88 13Y YPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE I
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING AST14 QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG
A445 CA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UN.ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY A7TACHEO PLYWOOD SHEATHING. BOTTOM CHOW BC LL 0.0 PSF JOE
CONNECTORS KI%DRAWINGS 130. 150 &ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE
STATE OF z TOT.LD. 47.0 PSF O/A LEN
t CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGIkEER'S ALPINE TECHNICAL UPDATE (7/t/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURMJSH A COPY OF THIS IDUR.FAC. 1 .33 i
IN ONt Y. AND%41AI I NUT Of n1L 110 UPON IN ANY OTHER WAY. OISIGN.10 THE TRUSS ERECTION CONTRACTOR. 01
I 'At I)% - iqqt N.Tinwt IN qlrN Nl�j r1l frA?IfIl�ri r,I ns, ISPArINs ;34.0" lTyf-,r F,JArx
Job: (6-4524) PLAN 134a I J 5- TRAY CJ THIS DWG. PREPARED BY THE ALPINE J08 DESIGNER OR 14 FROM TRUSS MFR'S LA
OGRA
TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT MI: 250 200 200
WEBS 2x4 SP 02 N SAG.LOC F T): 0.00 5.00 5.00
TRUSS DESIGNED FOR 100 14PH WIND 15 00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPI AN6 5.00 PSF (BOTTOMI .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
------------------- ----------------------------------------
141101 UPLIFT K** I UK* HANGER K*N
H5 - -4550(jacks only) I HUS26 + 2751# -12860(10d 1ply)
MTS12 - -10000 1 HUS26 + 33151 -15500116d iply)
MTS12 - -2000#(2 Each) I HHUS48 + 42990 -1660 10d 2ply)
mTT288 - -3786#(2 Each) (10d)l HHUS48 + 51800 -2000:(16d 2ply)
MTT288 - -44550(2 Each) (16011 HGUS48 + 66400 -21990 10d 2aly
MST60 - -4666#(Per 2ply) HGUS48 + 80000 -2650#(160 20YI
CSISO - -1650#(Each) I HGUS5.5- +113350 -39450 1 16d 3ply)
---------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE 2 16d TOE-NAILS AT TOP CHORD.
PROVIDE 2 16a TOE_NAILS AT BOTTOM CHORD.
Rv-135# U-20011NAILED
10'2'4
12
5
rd
2X4(Al)
4'1 all*
t 2.75
12
2* 5'
Rv-438# U-2500 W-7*10 Rv-440 U-200#NAILED
TAG TRI SEG 117166
PLT. TY .-ALPINE DESIGN CRIT-TPI QTY - 4 TOTAL 4 REV. 17.3u6 SCALE 0.7665
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTAEME CAAE 12/24/96 TC LL 30 .0 PSF REF
**IMPORTANTX*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM fill$DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/24/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST80 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE %
ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 -0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER z
6606 BC LL
TRUSS AND UNLESS OTHEAMISE LOCATED ON THIS DESIrK POSITION !LY ATTACHED PLYWOOD SHEATHING. 130TTOW CHORD :: N 0 .0 PSF JBE
CONNECTORS PEA DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGID CEILING-- SEE STATE OF
t CONFORM%/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/s/911 FOR PPA)PER RTOT.LD. 47.0 PSF O/A LEN.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 AID JOUR.FAC. 1 .33
NOT BE RELIED UPON I
IN ONLY. AND StlAi L IN ANY 07 HER WAY� DESIGN TO THE TRUSS ERECTION CONTRACTOR. I A rw
lqp A rT�lr, r)
)2tr -4��4) PLAN 1343 / J 3' TRAY CJ THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRA14 FROM TRUSS MFR*S LAYOUT
6
0 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
GOT CHORD 2x4 SP 02 4 UPLIFT (LBI: 230 200 200
WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00
TRUSS DESIGNED FOR 100 MPH WIND 15,00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOPi AND 5.00 PSF (BOTTOMI .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4*50' END ZONE FROM EDGE OF THE ROOF,
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
------------------- ----------------------------------------
KXK UPLIFT NNN I *N* HANGER *ON
H5 - -455#(JaCks Only) I HUS26 - + 27510 -12860004 Iplyl
MT512 - -1000# 1 HUS26 - + 3315# -1550 j6d tplyj
MTS12 - -20000(2 Each OA HHUSS 2 -1660:1100 2plyj
: + 4 990
HHUS4 + 51800 -
MT728B - -37860(2 Eachl , )
MTT288 - -4455#(2 Each) 16d I HGUS413 - 4 66406 -
MS760 - -4688#(Per 2ply) I HGUS48 - + 80000 -
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(160 3ply)
-- - --------- ------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE 1 2 16d TOE-NAILS AT Top CHORD.
PROVIDE 1 2 160 TOE-NAILS AT BOTTOM CHORD.
Av-40# U-200MAILED
9*4'4
12
5 8'7"10
2X4( Co
LTI
-.=:n 2.75
12 y
2' 3'
Rv-375# U-230# W-7"10 Rv-15# U-200MAILED
TAG T30 SE? - 117168
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 8 TOTAL 8 REV. t7.3u6 SCAL -1.0327
ENGINEEAED PRODUCTS. INC� TRUSSES REQUIRE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
*I MPOR TAN T ASLH'AL'LWNOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ,%All
DEVIATION FROM (HIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-Ot BY tPI. SEE THIS DESIGN % 11 TC OL 7.0 PSF DATE 12/24/96
[F
FAILURE TO BUILD Of TAUSS IN CONFORMANCE WITH OSIBB BY TPI, FOR ADDITIONAL SPECIAL PEF04AWNT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIAEMENTS UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRWG
A446 OR 9 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER : I
IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 s BC LL 0.0 PSF JBE
CONNECTORS PER DRAWINGS 134, S50 6 ISOA-F. DESIGN STANOAADS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM$/APPLICABLE PROVISIONS OF NOS& IPI. AN ENGINEER'$ ALPINE TECHNICAL STATE OF TOT.LD
UPDATE 17/2/90 FOR PROPER 47.0 PSF O/A LEN.
SEA& ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORY01ALL APPLICATION FURNISH A COPY OF THIS 0 R1 DUR.FAC. 1 .33
IN ONLY, AND S14ALL NOI OE nELIEO UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, EPS
. 111, , 1111", 11,-1 11,11-11, — - 1-1 -11, 1-1--,,,-"" ",_ ,,,,-,,,,,. ..E,"" I-,PArTN(-. ?4 0" IT�,, F.lArK
Job: (6-4524) PLAN 1343 / J 7' TRAY HJ -THIS OWG._PREPAREo By THE ALPINE JOB DESIGNER MD!M FAOM TRUSS MFA'S LAYOUT
TOP CHORD 2" SP :1 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBF)
BOT CHORD 2x4 SP 2 N UPLIFT (LB): 320 260
WEBS 2x4 SP f3 BAG.LOC IFT): 0.00 9.90 9.90 9.90
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTW
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSEO_OR FULLY OPEN BUILDING.
-------- ------------------------------------------------------
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL S114PSON OR EQUAL uPLIFT/HANGER REQUIREMENTS
SETBACK. CORNER JACKS HAVE NO WEBS. W-Gravity (-)-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. *m* UPLIFT m** I *on HANGER Won
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -4550(jaCka Only) HUS26 + 27510 -12860000 1ply
NTS12 - -10000 HUS26 + 33150 -1550 16d Joly
MTSt2 -2000#(2 Each =j: + 42990 -1660:110d 2ply
MTT288 :37860(2 EachhOdl + 51800 -2000#06d ly
MTT288 44550(2 Each) 16d NGUS48 n + 66400 -M90(100 !poly
MSTSO :46880 Per 201y) 1 NGUS48 - + 80000 -2650fil6d 2ply
CS150 1650#[Each) I HGUS5.5- +113350 -39450116d 3plyl
--------- ------ ------ -------
REFERENCE HOLMES-LUMBER L-IFT/HANGER DETAILS
PROVIDE ( 3 1 16d TOE-NAILS AT TOP CHORO.
1271 61 —12*8*12 PROVIDE 1 3 1 16d TOE-NAILS AT BOTTOM CHORD.
2*6"7
1'0*7
3X4
12
3.54 C;;:-
9 1
2X4(A I)
.. ............
1.94 4X5(A)
12
2'9"15 1 7'0*14 -1 2'9*15
9'10"13
7'0'14 5'7'14
Av-556# U-3200 W-10"13 Av-479# U-260MAILED
TAG TR3 SE? - 117152
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.3u6 SCAL -0.59 8
X ALI.NE ENGINEERED PRODUCTS. TRUSSES OuIAE EXTREME CARE 12/24/96 TC LL 30.0 PSF REF
*IMPORTANTX SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. EAECTION AND ,%III
DEVIATION FROM ;HIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING, SEE HIO-21 BY III. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/24/96
F F
AILURE TO BUILD THE IRUSS In CONFORMANCE WITH GST8&BY III. FOR AGOZTIONAL SPECIAL PEAMANENT GAACING RE
ALPINE CONNECTORS ARE 14AGE OF 20GA GALV. STEEL MEETING ASTU QUIREMENTS� UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DAWG
A446 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATEAALLY BRACED KITH PROPER Z 5606 s 0.0 PSF JBE
A OF
Lo 0
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESISK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW BC LL
CONNECTORS PEA DRAWINGS 130, 150 S ISOA-F. DESIGN STANDARDS WITH PAOPEALY ATTACHED RIGID CEILING --SEE ST TE TOT.LO. 47.0 PSF O/A LEN.
CONFORM W/APPLICABLE PROVISIONS OF WA&TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/911 FOR PROPER INEEV(
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRVMALL APPLICATION. FURNISH A COPY OF THIS R1 IDUR.FAC.
IN ONLY. AND SjtAIL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
. ,,, ,, .. 11 .- ..I.,11 . 1 1-1 1-11.1.1 ---� . - - 11' ISPArTNr �;rp ihrvVF11T1 HTP jArlwe