Permit 1625 Linkside Dr (vault) Ji
01) -4-4-4 0)(7)0) o o(A 4b. 4b..1bi
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C-t.1". -06.IR 41.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
11 11 11 11 It It 11 11 11 11 It 11 11 11 11 11 It 11 11 11 11 11 11 11
4m 0%0)U"(A 0 tn tn 41111'..06.01 ON(A(A(A W(A -—— — —— 0000
;D 6 iD 6 bO bO bO bO b*�4�4�4 *%4 0-4 0 W
4 Lvl(A—W-4 (A(A—(0*4 01. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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BENCHMARK (HIGIH POINT USED TO DETERMINE A.B.M.) 26" A.B.m.
ADDRESS: 1625 LINKSIDE DRIVE NORTH GRADE TYPE: A
COMMUNITY: SELVA LINKSODE SOD: 2362 Sq.Ft.
Ni
V
LOT: 106 UNIT 2 6 PALLETS
DWG.: 1 06SL2 . DWG FENCE: fir
ilk
4i
DATE: 8/17/95 FLATWK: 859 Sq.Ft.
ii:� I lut NOFffA VLOPJDA DIVISION
DRAWN BY: R.A.M. 12 Cu
Yd.
SCALE: 1 20.00' FNDTN. TYPE: MONO
1 0
T�
di V
�j �j
it
�i�' :�i '�!i
j i� ; J if
ADDRESS. as
BUILDING PERMIT NUMBER
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING _P-7
SLAB
FRAMING
COVER-UP 7-
INSULATION P-
FINAL BUILDING
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT # 9
INSPECTIONS ROUGH 7
FINAL
MECHANICAL PERMIT # 0
PLUMBING PERMIT /0'y
NOTES:
CITY OF
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX (904)247-5805
1998 SUNCOM 852-5800
Lifetime Enclosures, Inc.
8629-3 Phillips Highway
Jacksonville, FL 32256
Re: Required Inspections for Construction
In the City of Atlantic Beach
Dear Sir:
Please be notified that a review of our records reveals that no inspections have
been performed at the following addresses:
#11415 1625 Link-side Drive Mike Stanley
#11417 1665 Park Terrace West Nancy Potter
#12119 451 Snapping Turtle Court West Carlton Jones
#12666 2266 Oceanforest Drive West Joseph Sherin
#13291 2325 Oceanforest Drive West Carroll
#13292 1049 Little Cypress Key Edward Weiss
#13293 523 Selva Lakes Circle Karen Dunmire
#13401 1830 Selva Marina Drive #303 Patricia Riefensnyder
#14285 1404 Linkside Drive Barbara Combs
#15109 501 Levy Road William Echols
#15434 1136 Linkside Court West Beth Robertson
#15498 2279 Seminole Road William Duffey
#15499 2233 Seminole Road#3 Property Owner
#16776 567 Selva Lakes Circle Joann Hoza
Please review your records and advise whether the work was performed by your
company and schedule the appropriate inspection to close out the files.
Please call me at (904) 247-5826 if you have any questions regarding this
matter.
S* rely,
7v--
D 7on For�
Building Official
DCF/pah
cc: Homeowner
----------
11415
DEPARTMENT OF BUILDING
"CITY OF AT'LANTIC SEACH
-------- -LOCATION INFORMATION ------
PERMIT INFORMATION
p4rmit Number: 1,1415 Addretso 1,625 LINX$IDE DRIVE NORTH
I?ermit ,Type. SCREEN E*CLOSORE Alft)kNT I C BEACH, FLORIDA 32233
class of�,W,ork: REMODEL -------- LEGAL DESCRIPTION. -------
Constk,. "type: WOOD FRAMZ Lot : 106 81,ock: Section: 2
ProposedVse- SCRZENERCLOSURE Township:
RNO: 0
Dwe I I ings, I Code ' 0 Subdivision,: SZLVA LINKSIDE #2
Estimated value: $2100 -00
Improv. Cos t $0 .00
Total Fees' $31 .50
AM t;37 . 50
al, 2
4 ' Work, ALLS, UNDER EX I ST I NO,ROOF
APPLICATION FEE$
------- TION 7
LEY, -ClTl'r`0-FP-Z-RMIT $37 . 50
Ad SIDE, bRlVt �NORTH WATER IMPACT FEE $0.00
T 3 FEE 0 .�00
OR'
'7 -'s 0
RADON 'OAS-R,'�R-S-
NIFORMA ON ------- RADON, CAB 5% $0 .00
$0 .00
Name: IF z 0,LOSUR INC. CAPITAL IMPROVE.
CROSS CONNECTION
'SEC �ff 114PACT Fzlz 0 .00 ,
CONST-,.SUR61AROE $ 00
1,NOTES:
NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST SEINPECTED BEFORE POURING
PERMlTVQID SIXMONTHS AFTEFt DATE OF ISSUE
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT 13E PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND 14AULED AWAYBY MtHER'CONTRACTOR OR OWNER
4:W LURE 101 COMPLY WITH THE MECHANIC'S LIENLAW CAN,RESULT IN
THE.PROPERTY OWNEAPAYING TWICE FOR THESUILDING iMPROVEMENTSyll
'ISSUED AC0ORQjNG TOAPPROVED PLANS WHICH ARE PART OFTHI'SP RMITANDSUBJECTT
�E '0
VJO -OF-APOLICABLE PROVISIONS OF LAW. Datel, vlvt 01
001000=1000
ATLANTIC BEACH�BUILDIN DE N
Ile,
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address Ix,6z-f P,--- or
Date
Heated Square Footage @ $—Per sq f t = $
Garage/Shed Al� $_per sq ft = $
Carport/Porch @ $—Per sq ft = $
Deck
@ $—Per sq ft = $—
Patio @ $_per sq ft = $
TOTAL VALUATION : $ t19 le C,
�.2z $
Total Valuation ist s /rF-50
Ileo /0 $
Remaining Value $ per thousand
or portion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $ S-Z)
Fireplaces @ $15 . 00 T,
I
BUILDING PERMIT FEE $—
WATER IMPACT FEE $
SEWER IMPACT FEE $
WATER METER/TAP $
CAPITAL IMPROVEMENT $
SEWER TAP $21
) RADON (HRS) .0050 $
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $
) SURCHARGE . 0050 $
OTHER $
!� .d,7
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Electric/New Electric/Temp_;SwimmingPool
Septic Tank Well_; Sign_Finish Floor Elevation
Survey Other-
CALCULATIONS and/or NOTES:
I'd Ell"
2 9 1996
Building and Zoning
CITY OF ATLANTIC BEACH
PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS
DEMOLITIONS
Owner(s) : slar)
Address: [ (,9'L5 L-1 n' R,�Ji d f Irr Phone: 2-+� 4 Le 0
Lot # Block or Unit # Subdivision: ru
Contractor: Ev-t C-ea Jlf
State License #
T 0S Phone No: -73 1 -!E�57 00
Address: SV2-q--3 b I'/1 4v
Describe work to be dolle: 01LA--k,
Present use of building: WL (3
Valuation of Proposed Construction: /,2100 (70
Proposed use:_ GU'��
Is this an addition? if yes, what are the dimensions of
U
the added space:_ ft. X ft- Will the added area
be heated and cooled? �-JO New electrical (or increase)?
New plumbing f ixtures? �J 0 New f ireplace?!j_6New Heat/AC? �T
SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY,
ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR
AFFIDAVIT, IF OWNER IS CONTRACTOR.
Signature OWNER: Date:
Signature CONTRACTOR: Date: L c�Jqt
,N" V4,
License Supplied:
Liability Insurance:
Worker's Compensation Insurance:
JR 1 08 '9G, 10:54AM
OMM PHONE M"11"
M P"ONE IW2025
RICHARD P. CLARSON AND AssocIATES INC.
PROFESSIONAL LAND SURVEYORS
1643 NALDO AVENUE
JACKSONVILLE, FLORIDA 32207
August 10, 1994
Legal Deacri.pt_jon__yor_.g0y
ftlyp kinkside .. Unit 2
Part of Lots 106 and 107 , Selva Linkside, Unit 2 as shown on plat
recorded in Plat Book 47 , Pages 85, 85A and 85B, current public
records of Duval County, Florida, being more particularly deacribed
as follows:
For Point of Beginning commence at the Northeast corner of said Lot
106 and run South 00* 34' 00" East, along the east line of said
lot, a distance of 61 .00 feet to a point ' run thence South $90 26'
00" Rest , a distance of 11 .00 fact to a p;int; run thence South 00*
34 ' 00" East, a distance of 25.01 feet to a point an the southeast-
erly line of said Lot 106,* run thence South 24* 53 ' 50" West, along
said southeasterly line, a distance of 22 .78 feet to the southeast-
erly corner thereof; run thence in 4L northwesterly direction along
the arc of a curve on the northerly right-of-way line of Linkside
Drive North (a 50 foot right-of-way) , said curve being concave to
the Southwest and having a radius of 75.00 feet , a chord bearing
and distance of North 78* 24' 15" Went, 31 . 60 feet to the point of
tancency of said curve; run thence South 09' 26' 00" West,
continuing along the North right-of-way I ine of said Linkside Drive
Worth, a distance of 9.32 teet to a point; run thence Worth 000 341
001, West , a distance of 37 .00 foot to a Point; run thence North 89'
26' 00" East, a distance of 11 -00 feet to a Point on the West line
of said Lot 106; run thence North 00' 34' 00" West, along said Went
line a distance of 63.00 feet to the Northwest corner of said Lot
106; run thence North 89* 26' 00" East , along the Worth line of
said Lot 106, a distance of 50.00 foot to the Point of Beginning.
'LOT- 1000 ('4�6VI-S&O
MAP SHOWING BOUNDARY SURVEY OF
MR7" tZ4' Z075 1474 4WO /41 AS SHOWN ON MAP OF
S461.il-4 ZIA�WSAOe ZIAIIr Z
AS RECORDED IN PLAT BOOK 47 PAGESIdst-dikif OF THE.CURRENT PUBUC RECORDS OF DUVAL CO., FLA.
FOR-
NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MIENTIONED PLAT.
Z 60) AMO ra AlArla&we avoaenc
erx m4w1raqG& ado.
A.4 C-rR OPdoi 4/ rjQ IV rlr4�5 40 ea*?,QA1,r Y" c 0
5rC-jvVo4Rr rink 6,4 dA4Kq4>A1)111-4C, 1AIC.
AAR7 OF S4FC7iJAI R. ZQ�IVV0AO'60 Z JaUr#, AROV6,6 eg 4P.4Sr
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-or
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ON J. Of
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Ke /Z- /.0- .95 '#.'r IIome"rwr eAvrdaj Avviva 4,64 arwfog lwaAlv.
._e
0:!��ZlAla �9-05- 9.6 A110're, 441&414)
CSFMFY THAT THIS SURVEY, PERFORMED UNDPR Mv RESPONSIBLE 0XIIIECTION, MEL-S THE MINIMUM L.EGEND-.
TECHNICAL STANDARCJS FOR LAND SUAVLCYCRS IN ACCOADANC-WITH CHAPTER SiG17-6,FLA,ADMINISTRATIVE CODE
a CONCRETE"RUMNY
(PURSUANT TO SE(�'TJON 472 02?.FLORIDA STATUTE$) AND FURTHER CERTIFY'rHAT THLRE ARV.NO VISIBLE ENCROACH- a Wllfa"Nuuma*
MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY 0 1/2"Urr IRON-1-9.1 Tut
FLQAQ CEEMEWdAT-L THE LOT SHOWN HEAEON IS IN FLOOD sai6a"10"pricTION
ZONE AS SHOWN ON THE fdLO00 MVRANCE FlArf CLARSON ANo ASSOCIATES, INC.
MO.P, CQMMuNITY OANEL NG 12007S DAT[04-17-49 1446 NALOG AVE. JACX&ONVILLS, FLA 3110?
An
ON, CmOftD DISTANCE
95 0-4. P0467 OP 440VATUft
SURVEYF-U ?�I�-- -1 p T, POINT Of?A*Qf"VT
FLA 0.1161c. POINT 010 mm"a CURVE
SCALE: polve OF compoupw Qwe
4 1,1146
A6. At FWW 800K -f-9 7 pa, 4
Descnpoc>n anc Fnhming COM"M�cheduW
ConfligormUon-
Langth:
orpoofpsnel:
ckw spans.- Ila -s" fa'rffjj%Cj'4�" V_A.LA-
Has Q�*erbanq Q D"ting W
Well Components,moot @&arigg M 11
1)Edge Own. -ZAcl, I
_W411 Cornporbonl2,Non4"gnnq wallial PATIO
1)Top PLOS: co A i c a.f-T r,
c.
to all wall$
1)Dole pJau I
It)FUCKPLAts mall andlor Chair ML Lly"I,-
3)Kk��
co"Mor,
Loci,
thl
cc �06
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0
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L
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Pl-& 0 VIEVJ SCReSQ ROO�A
rc6
Mg&0 rE E 15AX OA
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-2,1 -2
-2
1*,r4a C4*A t r L cn)v
I.ry
CITY Ul ING OFIF'
f 0 0 9 LD
Juumlaufn Atsoclation afFlow Inc.-bortimast Fiodda Cpwkpwr co"nykjame
Sc,,sr,Itcom-masiar mans for owwai County Client kame
of .2 cau Job 0
CITY OF
1&444'C &4d 9&Ta4
US SCAMOU WMD
AnAMIC WACH,RMM 32M3-5"-g
TELYMME("4)247-SM
MX MQ 24XSM
NOTICE
TO: Water Department
PROM: Building Deportment
DATE: 1- 1-4-
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
/)�
Ell
a rely
0"nzgDep`artwent
A CITY OF
4&aa4-c 13ea�4ku-ia
Office of Building Official
REQUEST FOR INSPECTION 10-701-3
Date 2--,9 Permit Na
TI me
Received
Job Adqr4ss Lo
Owner's Contractor
Name
CONCRETE ELECTRICAL 'EIPLUMBING ECHAN�ICA��L )
,—�arn�ng- —-----
Footing Rough Wiring I Rough Air(i7o—nd—K—,
Re Roofing El Stab Temp Pole Top Out E- Heating
Insulation I-- Lintel -i Final Sewer 7 Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. PM
A.M.
Inspection, Made
—P M.
Final fnspectlon�m
eric
-�cale of Occupanc
Date
................. .............. . .... ....
Titv of
Atlantic JSeac4 — 31oriba
ftartmut of Nuilbing Inaptrtion
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following.
Use Classification Single FamilY Residence Bldg.Permit No. 10 7 5 9
Group w/I ra4,o Type Constnuctionj�-/f Fire District Atlantic Beach
6620 Sout nt Drive South
Owner of BijildingCentex Real Estate Addres� aekstowril:ke, FT 3-822i
BuilWip 1625 Linkside Drivewality_Atlantic Beach, FL 32233
g Address
By. - DON C. FORD
I j1 —
Building Official! Date:
POST IN A CONSPICUOUS PLACE
% CITY OF
4&44d4C Be44CA-I&I"* ?a
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No. 0
Time A.M.
R
eceived P
Job Address r-o�ality
Owner's
Nar contractor
BUILDIN CONCRETE ELECTRICAL PWMBING MECHANICAL
Framing_----- Footing Fj Rough Wiring I Rough Air Cond. &
M-F�o-o-fing D Slab E Temp Pole F' Top Out Heating
Insulation 17" Lintel F- Final F� Sewer Fire Place L
Pre Fab
Aj -
READY FOR INSPECTION KK
��7)
M
Mon. Tues. Wed, Friday RM
Inspection Made -P.M.
-�--pector
Y �
'net
v �Nz� .w�_� I'_�- J-�L �IIFN�jt_lli �I�
0 r 10 me --Nmmmmmmm�-
MAP SHOWING 13OUNDARY SURVEY OF
r 41*,cZZ7Tf 146 AW /41 AS SHOWN ON MAP OF
S,&V4 ZIAI ZIAlIr Z
AS RECORDED IN PLAT BOOK _47 PAGES 18-4-818 OF THE CURRENT PUBUC RECORDS OF DUVAL Co.. FLA_
FOR:
OF
L co FLA,
,NED PLAT.
NOTE: BEARINGS SHOWN HERE-ON ARE BASED
'volift 17/aw 4Rf sAwmv rl,'4(5' 0-1(w) A SrAY46y
cc-PrIFIOD 710: MICA1,4e4 4t t4 LOO
w r 0- m4wra4alea .
Mgr,eopot
,I rqAl rl r4a CIO.
,gragImer
Al
1996
,041,17' or SEC71,9A( 9. 7,()W1_1S1W1Pe XW)#, OPAA1494 e.9 -6
(,'sffffL rAvcf n n g-
I A
Iva 91 Z4"4110 2F SO-60
R
sz)
N
ik
1%
plv/s#RWR xx 4/J#60)
r4 . *X
01
Ila, -4 . ,
KI 1.
0C
'IF \
Z11VffS1,04F 0A?1VC MOR71--1
AIA/W %f 0,9V4r y Ie- Af-35 MOM.- Air /"olle*rWr tA&Ae,0) r&VAIO AA4 #M'of 44011AS.
$7,411"of0ar 0PQ;d7,fZ1A1(F $-05-9,57 Morl., ordl/M0 R,'i 14VA10,
I HEREBY CERTIFY THAT THIS SURVEY,PERFORMED UNDER MY RESPONSIBLE DIRECTION.MEETS THE MlINIMUM LEGEND�
TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTEA 010174,FLk ADMINISTRATIVE Cool! camems No "milb
(PURSUANT TO SECTION 472,027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- 0 Wr FOUM IWAI
MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY a itr Wlr IFAW-L.L 170
FLOOD CEfffoQlg THE LOT SHOWN HrmmoN IS IN FLOOD S.R.L NUFL4000 WITNICT)ON Lit
ZONIE AS SHOWN ON THE FLOOD INSURANCE RATI CLARSON AND ASSOCIATES, INC. I t0l"11AL A*Ott
MAP, COMMUNITY PANEL W 1200liF DATED 447,19 1048%ALM AVE.JACK001111"U.PLA 32207
A *Ac WITAlles
CN. CHOM DwAmcl
c POW Of C" 109ft
SURVE"YM &1,4AW4'<7y 340 19 95 Aw; 40p. 1�4/ P010" OF TANOVICT
ISTIM SURVEYOR NO.91-64 nA PJLC. IPOW OF RffVMW
SCALE- P444D. POW or 004*0wa mw
thlfAr 4- W14e
z
RAI.$50, po. FMLD so" A37 P-6-49
A'g 44.0; A-s
OFM"IM"SM"
FAX PM" "8-UN
RICH^R9) P. CLARSON'AND ASSOCIAT46 INC.
MAiMESSIONAL LAND SURMOM
MS WALDO AVENUE
JACKSONVILLE. FLOMA 3M7
August 10, 1994
ftlys bi mids, Rait 2
Part of Lots 106 and 107, Solve Linksid*, Unit 2 &a shown on plat
recorded in Plat Book 47, Pages 05, 95A and 958, current public
records of Duval county, rlorida, being more particularly described
as follows:
For. Point of Beginning c-nmmence at the Northeast corner of said Lot
10t and run South 00* 34' 00" East, *long the east line of said
lot , a distance of 61.00 feet to a point; run thence South 89* 26'
00" West, a distance of 11.00 foot to a point,* run thence South 00*
34' 00" East , a distance of 2S.01 feet to a point on the southeast-
erly line of said Lot 106; run thence South 24' 53' 50" Rest, along
said southeasterly line, a distance of 22.78 feet to the southeast-
erly corner thereof; run thence in a northwesterly direction along
the are of a curve on the northerly right-of-way line of Linkside
Drive North (a 50 foot right-of-way) , said curve being concave to
the Southwest and having a radius of 7S.00 feet , a chord bearing
and distance of North 78' 24' 15" Most, 31. 60 feet to the point of
tangency of 3aid curve; run thence South 89* 26' 00" West,
continuing along the North right-of-4al line of said Linkside Drive
North, a distance of 9.32 feet to & point; run thence Worth 00* 34'
00" West, a distance of 37.00 feet to a point; run thehce North 89*
26' 00" East , a distance of 11.00 feet to a point on the West line
of said Lot 106; run thence North 00* 34" 00" West, along said W93t
line a distance of 63.00 foot to the Northwest corner of said Lot
106; run thence North 09' 261 00" Rest, along the Worth line of
said Lot 106, a distance of 50.00 feet to the Point of Beginning.
1075,9,
DE RiVENT 01 a
OF''kTI ANTIC BE
'ION
PSRXIT I Y*ORX&T LOCAT I ON -1ff?0RxhTTON
107,$911, 0- IDE DRIVE
Number- Address; LIN
SU ILV I N ATLAxT I c OACK, FLORIDA 32233,�
CRIPTION
1'$, of Work; NEW LEGAL DES --- ----11
S
"Coha t r Lot: 10f) B100c: Section 2�
T�pe: WOOD VRAM
PAM I L-Y ovn
I t shi
Propose Use. SINOI&E
Code- , 0 subdi, i on
V, 41 SZLV4 LINKSIDZ
Estimated value: $100449.,00
raprov.' 'Cost: $b ,00
T t*1
o
A 0 $29W,,98
95
Milt :110AR PER
47
APPLICATION 11MES
(r 0 F
ATiON c-IT 50 ,
$705 .50 ,
OTK7 , DA I VE S T JAPACT FIVE 0.00
ID&
AP
A A
f;*7 9,3
'0, RADON-CAIS 5% $0 .41 '
$0,00 ,
JXc ILLS VL 32216 CROSS CONNECTION
Type: 54 C 'R IMPACT FEE 00
'SP
tONSTj
NOTES:
NOTICE, �ALL COKARTE FORMS AND FOanNGS MUST BE]N��BEFbRIE POUPJNG
PER
MIT S,IX MONTHS AfTER,tMo*
Pe IN PUBLIC SFACE,AND M
TFRtAL,RLMBI$H AND DEBRIS I "THIS,WORK
'h MA By, UST
' 'Mi— 'D,
-S UP AN HAVLED AWAY tiTHER,'CONTAACTOR
IN
"'T c H THE MECHAN!, S , -Nr: LAW ', SULT
upty, w CAN 'flt
IT
INGIMOROVEMENTS
F0,
'IN v 'Ic
ACCORDING TO NSWHICH OFfHIS, AND SUBJECT TO REVOCATM,
APPROVIEDPLA ARE PART
OF LAW.
010
WWWWW
il 4 tip
I ATT LL oA M C B
may -x
Y,
DATE:
L
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY:
�7 T
z-f-----------
-------------
-------------------------------------------------
-------------------------------------------------
------ -------------------------------------------------
Enclosed are the blue copies of the permits.
SINCERE
BUILDING INSPECTION DIVISION
6'c: FILE
(N CITY OF
A
4&aa4c Be"=A-
Office of Building fficial
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received �K
05
Job Address ity
Owner's 0 - I
Name -contractor
BUILDING CONCRETE PLUMBING MECHANICAL
Framing Footing E, Rough Wiring Rough 7 Air Cond. &
Re Roofing Slab Top Out Heating
Insulation
Lintel Sewer Fire Place
READY FOR INSPECTION Pre Fab
4�A
Tues. Wed. Thurs. Friday
A.M,
Inspection Made PM.
Final Inspection
Certificate of Occupancy E'
Date
CITY OF
4&c4d4c j9e4c4-99&vz&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
T me
ir
Received
j j
c r�-ss Locallk—
Owner"c
Contracto
BUILD�ING �� CONCRETE ELECTRICAL PLUMBING MECHANICAL
Fooling Rough Wiring Rough Air Cond. &
Ring
R, oofing Stab Temp Pole Top Out Heating
Insulation Untel L Final Sewer Fire Place
READY FOR INSPECTION Pre Fab
Wed. Thurs. Friday
Q�' A.M.
Inspection N"de -PM''
Mal Inspection
C
er iticate of Occupancy
Date
CITY OF
4&4a& 12eacit-
Office of Building Official
REQUEST FOR INSPECTION
)ate---19-7-9r Permit No,
Firne A
�eceived
Z;Z7 'I
Jo Acajity
)wner's
�ame Contractor
IUILDING CONCRETE ELECTRICAL ?L� MECHANICAL
-rarrifng Footing Rough Wiring 3::�j Air Cond. &
le Roofing Slab Temp Pole E Top Out [7 Heating
�suial;or, Lintel Final Sewer Fire Place F-'
READY FOR INSPECTION Pre Fab
,Ion. Tues. Wed� Thurs. �Fr�,day--
A.M.
)spection Made PM�
Final Inspection
Certificate of Occupancy f7,
Date
TRANSMITTAL DOCUMENT FOR JEA
DATE: 0 7-
The following permits have passed "rough" inspection:
Permit No. Address
A; 9
RRtA=Q*mzmcxxxzxgtxlu@*mmPdxmxtofxxWmVeacmd*w- Please update
your records accordingly.
,..�a
T U
UI D...uCLERK
CITY OF ATLANTIC BEACH
/vcb
--------woo
CITY OF ATLANTIC BEACH, FLORIDA
71-1
APProv"bY APPLICATION FOR ILECTRICAL -PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_Lt 19-el-sw
IMPORTANT NOTICE:
IN CON�IDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRI13ED IN THE FOLLOW NG 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
A TILANTIC BEACH ORDINANCES.
ELECTDICAL FIRM- MASTEfl ELEgTRICIAN 619NATURE- ,AEC --Teg JOUBtJEYMA
,j4?4a
'x
NAME.. ADDRESS.J924:4�6�L 49-g-1 RFD_BOX
BLDG.SIZE - BETWEEN:
RES.,>(' APT.( COMM.( PUBLIC,( INDUS. NEW>< OLD I REW.
ADDITION TRAILER TEW.j SIGNS ( -SO.FT.
SERVICE: NEWk' INCREASE REPAIR ( FEE
CONDUCTOR SIZE V40 AMPS )-TO COPPERf ALUM.
JMTCH OR 8.REAKER ,150 AMPS J PH- 13 W ;?�&OLT RACEWAY
EXIST.SERV.SIZE --- AMPS PH I. W V31 RACEWAY
FEEDERS -NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
SWITCHES 0-30 AMPS, 3 1.100 AMP6.
INCANDESCENT
I
FLUORESCENT&M.V.
FIXED a 100 AMP8, OVER
APPLIANCES BELLTRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW.HEAT
r 04 1 OVER
MOTORS H.'P. VOLTAGE PHS NO. VOLTAGE PHS
MISCELLANEOUS
0
TRANSF RMERS: UNDER 600 V. OVER 600 V.
NO. KVA I.I NO. IKVA
NO.NEON T RANSF. INO. VA. MA.�. OTOR SIZE SWITCH FLASHER
EACH SIGN
F R ARDED
s
TAL
CITY OF
=4-
4&4x&a Be
Office of Building Official
REQUEST FOR INSPEC1107
Date 0 Permit No.
Time
Received Vr A!K
16 Z
Job A '-?Locality
Owner's
Name Contractor
PLUMI314� IVIECHANfit—Al--,
Rough
Top Out
Slab —�ED Heating
BWUDING—`�� CONCRETE -E1
ELECTRICAL
Footing
Re Rooting 0 Temp Pole
Insulation r7
Lintel 0 Final El Sewer Fire Place 11
READY FOR INSPECTION
M.
Mon. Tues. Wed. Thurs. M.
A.M.
Inspection Made P.M.
Inspector Final Inspection 0
---�Certificate of Occupancy 0
Date
911
OF-PARTMENT OF SUH-DING
CITY OF ATLANTIC BEACH,
?101' 0 IMOCATION
PERMIT IN mtx x INVOOMTION
&jWjTh233
Address kf?fxWXJJk&DP4
MECHASiCAL
Permit T'yOe,
a�w w Arm W,40-W 00 !4%0AL 018CItIPTION ----------
Cj"s of Work: NEW
�Constr. TYpe: WOOD twwt Lot: Stock: Section:
Proposed 'Use,: SINOLZ: rAMILY ,� Tolonship: , RNG: 0
Dwel I Ings!' , 1, C Subdivision:. SL A LINKSIDE
Estimated' Value $0.00
$:0.00
Total Fees*. $47 .00
Amount id : , $47 -00
D ,
' work ZXTXAL HEAT AND AR 5 *v HOME
--- ---------
'R"Tto's awt ICKT ION 'pigs ,
I T $47-00
Name DAIVi WIT" Of
Add Elk IMPACT FEE Oro
EACH, I?LORIDA 2233 S IMPA6,t FEE $0 00
Ph
INPIORMAT ON ------- RADON CAB: 5% $01.00 -
Name. AT eCAPItAL :114PROVZ,4 ,, $0 .00
TAP &0.00
Ad4reas': I
$0 .00
;ZNNE��CTIO�N
� $G 00
License: CAC 3 Type: 0 SEC H IMPACT PER"
CONST,SURCHARGE
:SCHAR0,E/ATL.,BCH $0 0
NdTts�
NOTICE,�ALL CONtRETE FORMS A14D FOOTINGS MUST,Be MPECT�v 13EFORE POURING
PERMIT VOID SIX MONTHS AFTERDATE OFI$SUE
BUILDING MATERIAL�RUBBISH AND�DEOAIS:FROM THIS WORK MUST NOT,BE PLACE
_D,IN�VgLJCSPACE,AND MUST BE,
Ali,
,U W :EITHER CONTRACTOR OR OWWEA'�
CLEARED P HAULEDA, AY SY
LT,IN
AESU
0 COMPLYWITHT N
HEMECHANIVS, L AW CA 4,
IE
NGTW T
p
'ICE' F6 ",4'SU 10ENM
'D SU E R CA I
ISSUED ACCOR604Q�T- OAPPFIOVED PLANS WHICH AREr PART 0 THIS PERMIT AN Si CT To Evo r OWFOA,
VIOLATION OF,APPLICABLE,PROVISIONS OF LAW,
LO
4,
PAf:rrME
ATIAP�Tlb,BEACH,BUILDING DE NT
BUILDING AND 'ZONING INSPECTION DIVISION
CITY OF ATLANTIC 8EACH
ATLANTIC 09ACH.FLORIDA 82233
APPLICATION 'FOR MECHANICAL- PERMIT CALL-IN*NUMBE'A'*
IMPORTANT — Applicant fo complef a all items in sections 1, 11,.111, and IV.
LOCATION Sliest Aildvess; 1625 LINkSIDE DRIVE NORTH
OF lotersegling Sitoolss Between SFMTNOT.F. 'ROAT) —And
BUILDING SELVA LINksIDE,...LOT# 106
11. IDENTIFICATION — To be completed by all applicants
In coos;dvotsoo of permit g6on for da;1%9 the work 66 d9l6b4d In the Obcvo 0410-nebt we heisby 09(as to ro-Ic— s4;d -o-k
W;1k the ottockpd pleas end spocilko;oas which wo o pert hereof and in #cco#d#nc9 w;1i% 1ho C:tv of Jocisonv;l'o oed;-opces &-a oo-.e-zi
of good practice listed therein.
Noine of 11A*4kesical Contr4clors
C*6*441or 1104011) MANDARIN HEATING & AIR, INC. Molise CACA12621
Nome of
Property Owner CT?NTrPT? 2
s4wwto *1 Owner of set
or AaAorisorl Agent A9.11.1061, Of login
Ill. VENWAL INFOU"TION
A. 7"o of losting Iwol;
IS OTNCR CONSTRUCTION 89INO DoNg ON
'Ar THIS BUILDING OR SITZ T YES
0 Gos—0 �P 13 NoNtol E3 Control Utility
0 Oil Ir VIES, GIVC NUt4@9R Of CONSTRUCTIO04
PIERMIT 10759
0 0*_ — SpWF,
IV. MICHM4AL E*UIFMGNT TO 69 INSTAUAD NATURE OF WORK
it 0 We"apiels IM of compoewok 011 WrA of this 18M) Residential or Commercial
OPK Host 0 Spote, 0 Roc4siod A!(co'I'A C) pow Now Building
C3 A,,- )eco,slroll 0 Existing Building
DUCTBOARD & &1
FLEX '_�'-2"� 11 R@PlaC4rFffht 01 existing system
Weasourm capacity 1200 Now Installation(No system previously in31&Jl&(l)
Extension or add-on to exlstlng system
QW169 lowed: Capacity 9-pin. 0 Other— Specify
0 F;m spriaUers: Number of lw,&
THIS $FACA FOR OFfIC& USA ONLY
C)
(3
0 04 coo" (oviabor)
0 U*Amd PrWWv
0 soaws Fortnit Appmoved Do
0 olke, S"C*1 P411,111111,Fee
UJIT ALL EQUIPMENT
AM CONDITIONING AND REFRIGERATION.FQULPMENr
ftvibew Vans Description 310&1 Number
COND TWR030 TRANE
UL
HFATU4C FURNZES, BOILERS, FuLEPLAcis -7
Nuzab"UzUts r�"cliptices MO&I Number Ant"tw
manufaculaw 5IM—ty
AHIJ TWV036 TRANE
36,000-5m UL
TANKS
11saw Uany xac:-bw cope-Ity TrP0 LIqU14 Nanuo cc serw Apj;roving
cont.4,111od uslnufactww ncy
01`1 OF
4&4d4C &444-49116UJ4
Office of Building Official
REQUEST FOR INSPECTION
Date /0-7�5
Permit No.
Time
Received S7
i�— IRK
Job Add Loccafily
o s
owner's
Name Contractor
BUILDING CO CRETE ELECTRICAL PLUMBING MECHANICAL
Framing Rough Wiring Rough Air Cond. &
Re Roofing Slab Temp Pole F� Top Out L' Heating
Insulation Lintel Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
Mon. T.es:_) Wed. Thurs. Friday
A.M.
Inspection Made —PM-
Inspf-r!or Final Inspection
I ficate of Occupancy
Date
--—---————————————--
PSR-3844
10835 ,
DEPARTMENT OF BUILDING
CITY OF ATLANTIC REACH
P-MIT MATION ------
------- LOCATION INFORMATION
t'mit Number.i
.10035 Address : 1625 LINKSIDE DRIVENORTH� l
�Permit Type'. PLUMBING
ATLANTTC BEACH, FLORIDA 32233
"lass of Work: NEW - --------- -LEGAL DESCRIPTION ---------I
,�Conttr._ Type; WOOD FRAME ot: Block: Section:
'Proposed Use: SINGLE FAMILY Township:
)ve 1, nq s 1 Code: , 0, RNO:
ubdi vi a i on: SZLVA LINKSIDE
C'Stimated Value.
Improv. Cost:
''Total Fees: $UW 53.50
Amount ,
$2M 53.50
INQ JN NEW HOME
APPLrCATION FEES
Name
0 Fr;M IT $lXft 53.50
. kddre '11 DRIVE NORTH WATER IMPACT FZE�
$0 .00
FLORIDA 3 Z,
ACT
PIP_ 00
Vol , 4
Ph A 0
RADON ' q -ff.R S. $0.00
C RADON CAR-'St $0 .00
Nama: D �H BING CAPITAL IMPROVE. $0100
4
J CKSIO PLAi : 322:10 CROSS CONNECTION $0 .00
i'cenae PC0191 type: 4 RC ,H1 PACT FEE $0 00
IM
COOST.SUR CHARGE 0 .
-NOTES:
NOTICE AILL CONCRETEfORMS-AND FooinNGS MUST BE I
NSPECTED BEFORE POURING
PERMITV0 UE
ID SIX MONTHS AFTER DATE OF JSS
BUILDING MATERIAL,RL)BOISH AND DEBRiS FROM THIS WORK MUST NOT B8:PLACED IN PUBLIC 8PAC ,AND MUST BE
E
CLEARED UP AND
HAULED AWAY By EITHER CONTRACTOR OR OWNER
$"'FAILURE TP,
-THE MECHANIC"S LIEN LA'
W :CAN,,:RE$ULT IN
��T,,Hit'PROPEFITYOON�O�PAYINGTWICE FORTM.
BUILDING 41APROVEMENTS
�ACCORQINGITD APPROVE
0 PLANS WHICH ARE PART OF THIS PeRmrrAo6SuBjECT TO
PROVI$10
ICABLE NS OFLAW.
'7 ArPLI,
WOOD"
VVUA
vvW -v W
ATLANT[CoSEACH SUILDINGDE ARTMENT ki
;RY: A4:;?t 2�
77
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: Un Ke-)ae
OWNER OF PROPERTY:
BUILDING CONTRACTOR:
tR #�4r
PLUMBING CONTRACTOR r L��
AND ADDRESS: f 16
;,�y( 4
TELEPHONE NUMBER: C)I no n c�
__c:v u -, lu 1 :1 &t
STATE LICENSE NO:
TYPE OF BUILDING:
TYPE OF WORK: ,n
NOW MANY OFrTHZ FOLLOWING FIX
�9493 INSTALLED
—SINKS - SHOWERS
—LAVATORY WATER HEATERS
c� BATH TUBS —DISHWASHERS
----.!URINALS -DISPOSALS
—CLOSETS WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTH
TOTAL FIXTURE COUNT:A I x $3.50 + $15.00
----------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT ZDITION40F THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE tNSPZCTIOms (904) 247-5826
?ROPERTY CITY OF
,PcscRrPTXOH SEP
lrv-� Atla4tz? Oeazhl - ��czaa
-ot Section 4-c&kba and ZOning 716 OCEAN BOULEVARD
------- P.O.BOX 25
ATLA?MC BEACH.FLORrDA 32233
TELEPHONE IS;041 249-2J95
iubdivivions—agiv-42--L, 14J�LA9�----------
;treet Name DESCRIPTION OF WORK
)r
If in a FLOOD HAZARD
*Iood Zones roe complatm, page 3. Brief
Class of Works
:ONING INFORMATION
Type of R
Construct Ions -P-5�(Ifrtcc
:oning proposed ilu'r 0— 149 V09
tistrict I la��h--Umo S Eatimeted V --------
:xceptions or M a t o r I a 10 1 -Q Q-1 JQ------
ariances; Grant&ds
Solid or
Filled
Grounds
OWNER XNfORMATIOH
Method of Heating
Property Ovners_ ---------—- Phon&v-.aq4,qCg1---
"ailing
Addross-jate,� 01
oy\u Fk Zips
-—-------- 2�-;�Jl
CONTRACTOR INFORMATION
Contractors---Q,.f - —----------—- phones
"ailing
Address#
1—ILCA
F( Zips
----—-----
H— Expiration
Liconso Numbers- ---------------------- Date 1 1,140
----------
"mmaev ccxrzry TWAT I MATZ *CAD AND C3CA1IZNCD T1019 APPLICATION AND XNOW TNC SARC TO SC Tgur
AND C:Oft*CCT. ALL P*OV1610016 Or TUk LAW91 AND CADINANCCS OCIVERNING T141S TTPt air VO*mt WILL St
COMPLICO VTrU. wucruzx spec2rzeD mwain OR NOT. TUC O*ANTZUG OF A PC88917 DOCS NOT pftC5UmC TO
01VC AUTHONITT To VZOLATZ On CAHCXI. TUC r*OVIBIOUG Or A14V FEDENAL. STATC ON LOCAL RuLES.
"COULATIO012. ORDINAMCC21. ON LAVS 100 AN't NAHUCN, immwiffo TUC oovz*mtwo or coosvpucrrom cot 71(c
rearoo"Amcc OF CONSTRUCTION Or THIC P*WCCT. I UNDtRUTA"O THAT THC SSSUAMCC Of THIS PE*RIT 17
C VIVO :7 Upon THe ADOVC IWVX"ATXON 69"0 TRUC AND CONiCCT AND THAT THC rLAms AmO surpootripc
ON a
DATA HAV OCKH OR S"ALIL' 89 PROV109D Aff,,NVOUIRCO.
7
41
Owner Signo
ture ----Dot*-
Controotnr slanatury -----------Date--,
FLOCIDPLAXU DEVELOPH"T INFORMATKON
Type of Developmenti.....�'
Flood Zones L
Required Lowest Flo-or Clevations
If building in located within a flood hazard zone, a survoy7ount
be mad* AFTER THE SLAB RAS aCE POURED, cartif yLng that the
LOWEST FLOOR Ef VATZON to equal to or above the base flood
elevation established :Ccw that =on*.
no final Lnepoctlon wIll be, made and no certificate of occupancy
will be Issued until the survey in on -91:1& with ths, Building
Department*
COMMENTS2
Applicant Acknowladgemonts I understand that the issuance of
this permit In contAregent upon the - above Information being
correct and that the plans and supporting date have bevn or =hall
be provided an rwquiredo X agree to comply with all applicable
provision= of Ordinance, Xo* 25-7-11 and all other laws or
ordinances affecting the propoo*d development.
Date_____ ______Appl1cant*w Signature--------------------------
-------------Z-----------------------------------------
Department Use
R,i�quired Lowest Floor Elevation -----------
Agg Built Lowest Floor Elwvatlon .................
Survey Filed with Building Department ...........
---------------------------1---------
Building Departmont Repr�ewantative
page
2,41, or_Ift 110 2416 O.C.in
w ru
6,-N
It
(Z� f%)
I
IV
-4 -4 -4
ru ru ru
ru
241, Of-m
4 144 Mt 2
Building and Zoning
7)1 1-51
e Va Z/�L&o&
Job: (4-3511) LOT / TI 21-0 HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOY CHORD 2X4 SP f2 N UPLIF ILB 50
T TI: 09 20940
WEBS 2x4 SP f3 BRG LOC F : .00 .71
T656S DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5 (BOTTOM).
fi HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED-OR-FULLY_OPEN-BUILDING-1199,-4800c)P-------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL S114PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift
------------------- ---------------------------------------
NNx UPLIFT Nmn *;; HANGER xxx
H5 455#(Jacks Only) HUS26 - + 51# -1286filOd I ly
NTS12 -100of HUS26 - + 33 1 50 -1550: 1 SIT IPI
NTS12 I ly
I :200of 12 Each HHUS48 - + 42990 -1660 Od 2p Y
MTT28E 37861 2 Each HHLIS48 - + 5i8Of -2000: 1111d 2
MTT209 :4455f12 Eachl 1"o.."I HGUS48 - + 6640f -2igg Od 2pply
14ST60 -46880IPer 2ply) HGUS48 - + 60000 -26500 l6d 2ply
CS150- 1650f Each)---------HGUS5,5-_#tl335# -3945fil6d 3plyl
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
21 '
7' 7' 7'
4X8 1 .5X3 4M
T
1 .5X3 >1.5X3
4X5 W) �4XS(A2)
_rj
21
21 2'
7' 7' 7'
R-21050 W-3*8 5780 578f R=2105# W=3"8
TA�. TA. SEo* 68524
PL Ty -ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.2m S ALE -0.2500
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEOUIAE EXTREME CAM 12101194 TC LL 30 .0 PSF REF
I MPORTANT X X SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AM
TATTOO@ FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE His-gi BY TPI. SEE THIS DESIGN
.X
I-
C__C= us TC OL 7 .0 PSF DATE 12101194
ACING RE
I
MY I. SEE".]
1AILURE TO BUILD THE YAMS IN CONFORMANCE WITH UST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE I
AL INE CONNECTORS ARE 04ADE OF 206A SALT. STEEL MEETING ASTH OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORWG
P SE
A446 ON 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACID WITH PFWER 5606
TRUSS AM LO&ESS OTHERWISE LOCAtED 04 THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. GOTTD4 CHORD BC LL 0.0 PSF RAG
CONNECTORS PEA DRAWINGS 130. 150% 150A-F. DESIGN STANDARDS WIIH PROPERLY ATTACHED RIGID CEILING --SEE
SE STATE OF
PROPER
I.A I P,'IF THIS
IBM
CONFORN W/APFLICAGLE PROVISIONS OF KOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/l/011 FOR PAOPE 0 AID TOT.LO. 47 .0 PSF O/A LEN. 21-0-0
SEAL ON THIS DRAWING APPLIES TO It* COMPONENT DEPICTED HERE DRYWALL APPLICATION. RJANISH A COPY OF THY: 11 11 OUR.FAC. 1 .33
IN ONLY. AND SHALL NOT SE MEL IEO UPON IN ANY OYHEA WAY. DESIGN TO THE TRIJSS ERECTION CONTRACTOR. 0
CONS'..,I.. ...... �PACTNG SEE ABOVE ITYPE hips
_71PI ATE INSTITUTE, W", 1991 NATIOMAI FOR NOW CONSTAKTION
Job: (4-3611) LOT / T2 at'0 HIP 9 THIS DWG. PREPARED FFIOM COMPUTER INPUT (LOADS & DIMENSIOM) SUBMITTED 13Y TRUSS MFR.
TOP CHORD 2x 4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATEO.
801 CHORD 2x4 SP 02 N UPLIFT t8j: 570 570
WEBS 2x4 SP #3 BRG.LOC F T : 0.00 20.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
A RIGID CEILING OR CONTINUOUS LATERAL SPACING AT 24' O.C. ENCL 0 OR FULLY OPEN BUILDING (1991 SOCI
KJST BE PROPERLY ATTACHED TO THE BOTTOM CHM. ----?!!--------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REGUIREMENTS
M-Gravity I-)-Uplift
UNN UPLIFT RUN K;m HANGER mmm
H5 -455#(Jacks Only) HUS26 75 1# -1285 1,20,3 1,vv�I'y
HIS12 -10000 HUS26 + 33150 -1550: 100 2F Y
MT512 -2000: 2 E:c0h NHUS42 + 4299 660
MTT286 -3786 2 E 10di HHUS4 4 5180: 30000 i6d 2ply
NTT286 -44551 2 EaChIll6d HGUSAS 4 6640f -21g9t 10d 2ply
14ST60 :461380 Per 2ply) HGUS48 4 SO000 -26500 16d 2ply
CS00 1650flEaChl HGUS5.5- 4t13350 -3945# l6d 3plyl
;j;j;jMF HOLMES LUMBER -DETAIL-- W-FOR-;KliT;�ANGER DETAILS
L 3 9
AXq�(A)
4X6
T
1.5X3 X3
6 pp
3X4(Al) X4 (A fl
4 3X7
2 1
1-2- 21 2-
A-1140# W=3"8 R=11400 W=3"8
TAY.- T REO' 68526
PL TYVALPINE DESIGN CRIT-TPI OTY I TOTAL - I REV. 17.2m CALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEOUIAE EXTREME CARE 12101194 TC LL 30.0 PSF REF
)(IMPORTANT)(*SWLt .1 RE wsPamsioa Fop ANY WARNING I% HANDLING. mcitam me .I% I ,,
DEVIATION FROM THIS DESIGN 00 THESE SPECIFICATIONS. 00 ANY BRACING. SEE HIS-91 NY TPI. SEE THIS DESIGN TC DL 7.0 PSF QATE 12101194
Pis e
S
FA LURE TO BUILD THE TRUSS IN C OAXANM WITH uslas 11T IPI. FOR ADDITIONAL SPECIAL PEAKAHENT BRACING RE
ALPINE CONNEC TOPS ARE MADE OF 200GWA ITALY. STEEL MEETING A5104 QUIREMENIS. UNLESS OTHERNISE INDICATED. TOP BC OL 10.0 PSF QAWG
A446 CA 5 EXCEPT Jig NOTEO. AMY CONNIECIORS 10 EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER z wos
IRUSS AND UNLESS OTHERWISE LOCAtED ON THIS DESIGAL POSITION LY ATTACHED PLYWOOD SHEAt"ING. BOTTOM CHORD 0 BC LL 0.0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 9 )BOA-F. DESIGN SIANDARDS WITH PROPERLY A.TTACHED RIGIO CEILING -- SEE
STATE OF z TOT.LO. 47.0 PSF O/A LEN. 21-0-0
L
CONFORM N/APPLICASLE PROVISIONS OF NDS 9 TPI. AN ENrINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER
0 Riot,, Z
SEAL ON THIS DRAWING PPLIES 10 THE COMPONENT DEPICTED 14ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC, 1 .33
eO OINER"AV"
IN ONLY. AM SHALL NOT RE MEL] UPON IN ANY OESIGNTO THE TRUSS ERECTION CO"T"AcT2!1.-4 NEr--
-m'—* Tm1'!-!L�1r--',!Y'I1'1F, NnS -_I"t ?LAL12."ILI rUlOtt-MFCIFI AII0N FOR WM CGW1AUCtI0_" _ I ff�. ISPACING 24.0" ITYPE hiPS
Job: 14-3611) LOT Z T4 21*0 LITE ATTIC THIS QWG._PREPARED FROM COMPUTER INPUT Iowa) SUBMITTED BY TRUSS MFR
TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x5 SP Of UPLIFT ILS
Tj:. 680 520
WEBS 2x4 SP 03 SRG.LOC F : 0.00 20.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (091 SBC)
wINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
RECOMMENDED CAMBER 1/2* AT MIDSPAN BETWEEN BEARINGS. - --------------------------------------------------------
TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REGUIRE14ENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. (0-Gravity (-)-Uplift
--- ------ --- --- ------ ---
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------*mm-UPLIFT-KKK--------I-----------NNW-HANGER-xx*---------
H5 - -4550(jacks Only) HUS26 - + 2753 -12860 Od 1ply
14TS12 - -10000 HUS26 - + 3315# -15500 f6d ly
HHUS48 - + 42990 -16600 10d 'p ly
NTS12 - -2000012 E ch 2
MYT288 - -3786012 E:ch 110d) NHUS48 - + 51800 -2000: 16d 2pp
MTT288 - -44550(2 Eachl 16d) HGUS48 - + 66400 -2199 10d 2 IV
MS160 : -4688#lPer 2ply) HGUS48 - + 80000 -26500 16d 2plyy
CS150 -16500 Each) HGUS5.5- +11335# -3945# 16d 3plyj
--------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
to 16" 1016"
4X5(R)
1.5X3 1.5X3
6 P-
3X5(Al) X5(At)
m imu
m 4R4 bxb 3X6 _A�
21 '
21 ,
R-1536# W-3*8 R=13640 W=3"8
TA�. TR._ SEO: 85891
PL TY ALPINE DESIGN CRIT-TPI OTY 4 TOTAL 4 REV. 17.2m SUALE -0.2500
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEOUIRE ExTAEW CAM
X*IMPORTANT**SHALL Mal K RESPONSIBLE FOR ANY WARNING IN HANDLING. musaw 05/0, 4/95 TC LL 30.0 PSF REF
AND �,%owlj
DEVIATION FROM THIS DESIGN OR IHESE SPECIFICATION& OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 05/04/95
S
FAILURE TO WILD THE TFWS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING ME
ALPINE CONNECTOM APE MADE OF 2004 SALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORWG
A446 GR EXCEPT AS NOTtO. APPLY CONNECIOAS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACIED WITH PROPER
0 . 5606 s
TRUSS AN.UNLESS OTHERWISE LOCATED ON ?"IS DESICK POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD = BC LL 0.0 PSF THB
CONNECTORS PIP CRAVINGS 130. 150 9 16044. DESIGN STANDARDS WITH F 0 ALT ATTACHED AIM CEILING --SEE STATE OF -
TOT.L.O. 47.0 PSF O/A LEN. 21-0-0
CONFORM MIAPPLICABLE PROVISIONS OF WDS& IPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE 0/1/81) FOR PROPER 91
SEAL ON THIS DRAWING APPLIES I INS COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS a AID 9�Iz_ JOUR.FAC. 1 .33
0
lot ONLY. "a SHALL NOT BE FIELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION COWIPACIOR. NE "'10% 4.0-
Tt . HKA4 PI !1!!l NATIONAL Offf N SPFCIFICATtOM FOR WOW CONSTRUCTION JSPACING 2 ITYpE comn
Job: 14-3§11) LUT / T3 21-0 LITE ATTIC THIS OWS. PREPARED FROM COMPUTER INPUT Dfj%NSIONS) SUB14ITTED BY TRUSS WR
TOP CHORD 2xA SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
ROT CHORD 2x5 SP 01 UPLIFT ILBI: 680 520
WEBS 2x4 SP #3 BRG.LOC FT : 0.00 20.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 10-Gravity (-)-Uplift
ONLY. 00 NOT USE WITH PLASTER CEILING. ---------------------------------------------------------------
Nww UPLIFT ** +No* HANGER N%n
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 . -455#(Jac:s only) HUS26 27510 -12860 Od Ip y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 141512 - -10008 HUS26 - + 33150 -1550# Ifid Sply
NTS12B : :2000,:12 Each HHUS48 - + 42990 -16600 10d 2ply
M7128 378 2 E:ch ON HHUS48 - + 5SOOt -2000# 16d 2plv
MTT288 - -44550(2 E chi f6d HGUS48 - + 6640# -21990 10d 2ply
MS760 : :46880IPer 2ply) HGUS48 - + 8000# -2650 6d 201V
CS150 16500 Each) HGUS5.5- +113350 -3945: 1160 3ply
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
10*6"
4X5(R)
T
1.5X3 i.5X3
In
3X5(A 1) X5(A 1)
3X6 5X6 3X6
21
1-2' -1. 21 ' 2- -1
R-1526# W-3*8 R=15260 W=3"8
TA� Tog SEG: E15894
PL . TY .-ALPINE DESIGN CRITIMTPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.2500
ALPINE EMBI06EEPED PRODUCTS. INC. TRUSSES REQUIRE EXTKw CAM TC LL 30.0 PSF REF
*NIMPORTANT*XSMLL NOT BE RESPONSIBLE FOR ANY WARNING In wmmiw. mmam me 05/04/95
DE IATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY OWING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF OATE 05/04/95
V
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05190 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTOR$ARE MADE OF 200A DALY. STEEL MEETING AGIN GUIREMENTS. UO&ESS OTHERWISE INDICATED. TOP 8C DL 10.0 PSF ORWG
A448 64 9 EXC PT AS NOTED, APPL CONNECIORS 10 EAC"FACE OF C"ORO SK46LL BE 16ATERALLY ORACCO WITH PROPER : 5606 s
TRUSS 'NO W&FESS OTHERWISE LOCATED ON THIS MSIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM VIORO : BC LL 0.0 PSF THB
CONNECTORS PEA DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- WE :
STATE CW TOT.LD. 47.0 PSF O/A LEN. 21-0-0
CONFORm W/UWLICASLE PROVISIONS OF MOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 1711/211 FOR PROPER
KAL 0 RIO
THIS DRAWING,APPLIES 10 THE tOW40WHI DEPIVED HERE DAYNALL APPLICATION. 41UN412H A COPY OF THIS OUR.FAC. 1 .33
":6 d'.0
AND IIHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN to THE TRUSS ERECTION CONTRACTOR. I
-Ill . IONA-;Pf&IF lkqfltUIF.__ NM -_!4Sj 101104ht OFSIGN WFfIfIrAll"!T WOW Sq!!�VRJTTIOM I �,—1 ISPACING 24.0" ITYPE __comn
Job: 14-3611) LOT / 75 20-8-8 HIP 10*4 SR THIS DWG. PREPARE, FR2M COMPUTER INPUT tLOADS & DIL%NSIONS) SUBMI77ED 13Y TRUSS MFR
15-g —
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTI N AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT JLB): 550 450
WEBS 2x4 SP #3 BRG.LOC IFIJ: 0.00 20.46
UPLIFT BASED ON WOO PSF TOTAL DEAD LOAD,
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- D.C. ENCLOSEO_OR_FULLY_OPEN BUILDING 1091 SBCI
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------- -- ----- ------------------ --------------------------
TYPICAL S114PSON OR EGUAL UPLIFTMANGER REOUIRE14ENTS
1+)-Gravity (A-Uplift
---------------------------------------------------------------
*** UPLIFT %** 0;9 HANGER Rug
H5 - -455tiJacks Only) HUS26 - + 151: :112 03 1
6:8 1p V
t5 " I ly
MTSt2 - -1000# HUS26 - + 33 550 6 1
NTS12 - -20000(2 Each
C M48 - + 42990 -16600:(,10
0 63 2p 1,
NTT288 :3;86 2 E hjjfOdj 48 - + 510of -20 2ply
MTT208 4 55: 2 E:ch 16d HGUS40 - + 66401 -21990 Od 2ply
NST60 -46881 Per 2ply) HGUS48 - + 80000 -2650 1116d 2ply
CS150 -1650flEach) HGUS5.5- +113351 -3945: 16d 3pIv1
--- ------ ----
;iF-E-A-ENCE HOLMES LUMBER_DETAIL-SHEET FOR UPLIFT/HANGER DETAILS
10 4
4X6 1.5X3 _.5x5
T T
r J.5X3 Ln
to J.5X3
In
3X4 (A I)
m 3X4 398
3X4 3X3
2 20'8"B
R-11500 W=3"8 R=949# W=3"
TAG T4 SEG: 71070
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PROOMTS. INC TRUSSES AEOUIRE EXTREME Cmw 12/30/94 TC LL 30.0 PSF REF
MIMPORTANT*)( SHALL NOT BE RESPMSIOLE FOP AMY WARNING IN vmmxiw. Evemom AND
DEVIATION FROM THIS DESIGN CA IHESE SPECIFICATIONS. OR ANY OWING. SEE HIB-91 By TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/30/94
FAILURE TO BUILD THE TRUSS IN COWOF04ANCE WITH OSIBS By 7PI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP HC DL 10.0 PSF 0RWG
A446 R I EXCEPT AS NOTM APPLY CONNECTORS 70 EACII FACE OF CHM SHALL BE LAIIAhLLY BRACED WITH PROPER 5606
1AUSS%O UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. DOT"C14M AT BC LL 0.0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS MIT"PROPERLY ATTACHED RIGID CEILI)IG-- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 20-8-6
COWCM W/APPLICAOLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE t7/1/931 FOR PROPER
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPIZIED HERE DRYWALL APPLICATION. FURNISH© OF THIS 0 RID DUR.FAC. 1 .33
'ON IN ANY OlItA WAY- DESIGN TO THE TRUSS ERECTION CONTRACTOR. t",' 1NEE�Vf-L!`,
IN ONLY. AND SMALL NOT K RELIE0 tif E
-01 . limt— ........I __JET�CTNG 24.0" - ITYPE_ spec
.10tfq?!.ATF "TI !JTF� � NR 199 ATjPjA( ION.5pf LFIrtLU4_E0_P WOOR r jft__1rljMt
Job: (4-3611) LOT / T6 20-11-8 HIP t2'4 S� THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & GIMENSIONSI SUBMITTED By TRUSS MFR.
TOP CHORD 2x4 SP 62 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2X4 SO #2 N UPLIFT �B): 550 460
WEBS 2x4 SP 03 BRG.LOC FT): 0.00 20.46
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
A RIGID CEILING OR CONTINUOUS LATERAL ORACING AT 24- D.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REGUIREMENTS
(+)-Gravity (-)-Uplift
---------------------------------------------------------------
WNx UPLIFT Kum *Nm HANGER xxie
H5 - -455f(Jacks Only) HUS26 + 27516 -1286 ,Od 1gly
NTS12 - -20000(2 Each Vs 0 6d ly
HHU 4299# -16600 SOd 2ply
MIT288 : -3786#12 Each 10dj + 51800 -2000# 16d 2ply
MT1288 -4455#12 Each 1116d H 48 + 6640# -2199# 10d 2ply
NST60 : -42688flPer 2p jyj HGGUWS48 + 80000 :2650f 16d 203y
M CSt5O -1 1150 Each) HGUS5 5- +1133511 3945f,1116d 3plyl
TS12 - -1000# HUS26 - + 33150 -155 1
----------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FDA UPLIFTMANGER DETAILS
12 4 4 3-8-8
X5
2
T
iD 6 V7,
3X4(A J)
1.5X3 M 3X7
3X3
1_2' - 1 20'8 8
R-t150# W=3*8 R=949# W=3"
TAY T13 SEQ' 71068
PL .- TYP.-ALPINE DESIGN CRIT-TPI OTY TOTAL I REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/30/94 TC LL 30 .0 PSF REF
x*IMPORT ANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. EAECTIO" AND 1, ,,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HID-91 BY TPI. SEE THIS DESIGN us TC OL 7 .0 PSF DATE 12/30/94
FAILURE TO BUILD 911E TRUSS IN CONFORMANCE WITH OSTSe BY TPI, FOR ADOI I TONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE 04ADE OF POGA GALV. STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF QRWG
A44S GR 6 EXCEPT AS NOTED. APPLY CONNECTORS 143 EACH FACE OF CHORD SMALL Of LATERALLY BRACED MIT"PROPER s
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. Bottom CHORD 5606 BC LL 0.0 PSF HAb
CONNECTORS PEA DRAWINGS 130. 150 9 1504-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE
STATE 01, 47.0 psF O/A LEN. 20-8-8
t 0 THE tMS ERECTION CONTRACTOR.
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/981 FOR PROPER TOT.LD.
HEM ORYWALLAPPLICATION. FURNISH 0 Tito
SEAL 004 THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED A COPY OF THIS OUR.FAC. 1 .33
IN ONLY. AND SHALL 1401 K RELIED UPON IN AMY OTHER WAY. DESIGN SPACING 24.0" spec
I TP1 -MRAS P1 AIF INSTITUTE. WITS - iggi MATION&I TKSJOW WFCIfICATION FOR WOOD CONSTRUCTION ITYPE
Job: (4-3611) LOT _/ T7 gO-11-8 HIP 14'4 SR THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS r. DIMENSIONS1 SWI41TTED BY TRUSS WR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHOW 2x 4 SID 02 N UPLIFT VI: 550 450
WEBS 2X A SP 03 BRG.LOC F 7 : 0.00 20.71
UPLIFT BASED ON tO.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
JA) IX4 *1' BRACE. SAME GRAM AS WEB MEMBER. ATTACH WITH ENCLOSED_OR_FULLY_OPEN BUILDING 11991 SBCl
86 NAILS 1 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY -------- -- ----- ---------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGEA REGUIREMENTS
(0-GreVity 1-1-UPlift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED 70 THE 80770H CHORD. mwK UPLIFT K 11, M;x HANGER mum
H5 455#(Jalle Only) HUS26 + 75to -1286: IOU 'ply
14TS12 -1000# HUS26 + 3300 -1550 l6d to ly
MT912 2000 2 E ch + 42990 -16601 IOU 2ply
M So :3786:,2 E:Ch =18
TT2 10di 8 + 51801 -20000 16d 2ply
MIT209 -4455#12 Eachill6d HGUS48 f 6640# -21991 10d 2ply
NSISO -4688flPer 2ply) HGUS48 + 8000# -26500 16d 2ply
CSi5O____-I_____Eachl HGUS5,5. 4113350 -39450116d 3plV
- --- ------------
ERENCE HOLMES LUMBER DETAIL-iWET FOR-UPLIFT/HANGER DETAILS
14 4" 5' 11"8
rn 3X4 X4
6 p- T
(A r-
zo
3X4(A I A
I 5X3 3V�___ 3X7 1 A3
20' 11"8
2. 1 20' 11*8
R-1162# W=3"8 R=961# W=3"
TAY. T44 SEO: 68598
PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.2m SCALE -0.2500
INC. . TWASES REQUIRE EXTREME CAM 12/01/94 TC LL 30.0 PSF REF
x*I MPOR TAN TIA*ASLKIP&ItKMFNTGIKNEiEXFIED~PntBoDLEMFTSQ'A ANY WARNING IN K4mxsw. enEciiam Am "001 1
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING. SEE HIS-91 By TPI. SEE THIS DESIGN 09S TC OL 7.0 PSF DATE 12/01/94
1:41LUME to BUILD IV* TKISS IN COMFORMAHM WITH OST&S BY TPI, FOR ADDITIONAL SPECIAL PERKANENT SPACING FIE
ALPINE CONNECTORS ARE MADE OF 2"A SAM STEEL MEETING AGIN GUIREMENTS, UNLESS OTHERWISE tWDICA1Eo. TOP Z, BC DL 10-0 PSF DRWG
A44S on S EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL OE LATERALLY GRACED WITH PROPER
IRLISS AND MESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SMEATHINO. gotta"00;D 5606 s BC LL 0.0 PSF RAG
CONNECIOM PER DRAWINGS Ila. ISO 9 t6QA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF
I.,
CONFORM W/APPLICABLI PROVISIONS OF No$9 TPI. AN ENGINEER*S ALP14E TECHNICAL UPDAIE 17/l/011 FDA PP40PEA -1 "v.I- TOT.LD. 47.0 PSF O/A LEN. 20-11-8
SEAL ON THIS ORA%jNs APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FtX1MISH A COPY OF THIS '-" 0 AID q- - DUR.FAc. 1 .33
,,e,.EEV6,,1"
IN ONLY. AM 11HALL NOT K RELIED LIPON IN ANY OTHER WAY. DESIGN TO fit TAUSS ERECTION CONTRACTOR. IN
I LPI P1&IF IMS11ttlit, WIS.-1"1 HAI ttINAt OFS1 !!_2.`FU.FfCATjnM FM NOW FSPACING 24.0" ITYPE spec
Job: 14-3611) LOT / TS 37'0 TRAY HIP 12'8 THIS QWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS 14FA.
TOP CHORD 2x4 SP N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2xA SP :22 If UPLIFT (LBI: 540 830 420
WEBS 2X4 SIT 03 BAG.LOC tFT): 0.00 20.71 36.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100-00 MPH. MEAN HEIGHT - 15.00 FT.
(A) IX4 ;T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING 11991 SOCI
Od N ILS 1 6* O.C. BRACING MATERIAL 10 BE SUPPLIED BY ---------------------------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REOUIREMENTS
(*)-Gravity t-1-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UNN UPLIFT x wil m;; HANGER **"
H5 -455#(Jacke Only) HUS26 51# -1286:1 1 Od Ifly
CONTRACTORS WARNING: NTS12 - -10000 HUS26 - + 33150 -1550 16d I If
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MYS12 - -20001(2 Each) HKM48 - 4 4299# -1660f 10d 2ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE 15 ADVISED "ING MTT208 - -37861(2 Eachl jiOdj HHUS48 - 4 MOO -20001 16d 2ply
INSTALLATION 70 ENSURE THAI THIS TRUSS IS ERECTED PROPERLY. 14TI206 - -4455 2 Each 16d HGuS4a - + 66400 :21990 10d My
NST63 : -428 2P)V) HGUS48 - + 8000, 26500 16d 2ply
CS0 0:1:'ch) HGUS5.5- +113350 -39450 16d 3plyl
--- ----------
WiERENCE HOLMES LUMBER DETAIL SHEET-FOR UPLIFTMANGER DETAILS
T1. X3 566
3X4 (A) 1 . x
(A)
X5(A I)
3X 3X5
=3r 3
4
20' 11"8 im 16'0"8
37'
R=10620 W=3*8 R=1884# W=3" R=8380 W=3"8
TAY. 704 EO- 68601
PL TY .-ALPINE DESIGN CAIT-TPI OTY - I TOTAL I REV. 17.2m RCALE -0. 1667
ALPINE ENGINEERED PRODUCTS. INC TAMSES REQUIRE EXTREME COW 12101194 TC LL 30 .0 PSF REF
x*IMPORTANTKK SHALL PDT BE RESPONSIBLE FOR ANY' WARNING IN ftAMXiw. ERECTION AND will
DEVIATION FROM THIS DESIGN 001 THESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-ft BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH CISTBS BY IPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE
ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING AGIN OUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORWG
A446 CA 9 EXCEPT AS MOT10. APPLY CONNECTOR$ 10 EACH FACE OF' CHORD SHALL BE LATERALLY GOACIIII MIT"PROPER . 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD N BC LL 0.0 PSF RAG
CONNECTORI PER DRAWINGS 130. 150 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE
COW"R/APPLICASLE PROVISIONS OF MOS C TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/11/911 FOR PROPER STATE OF TOT.LD. 47.0 FTSF O/A LEN. 37-0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APKICATION. FURNISH A COPY OF THIS 0 RID DUR.FAC. 1 .33
IN ONLY, AND WALL NOT BE RELIED UPON IN AM 01HIER WAY. 9 DESIGN TO THE TAM ERECTION CONT ?ON.
4--fPf - TRUMS P1 Aff IM4TITUTF. Nng- 1991 NATTOMAI, FWSIRM SPFCIFICATIOM FOR kVO1I CMT AC�� ISPACING 24.0" ITYPF spec
Job: M-3611) LOT / T9 37'0 TRAY HIE 14'8 THIS DWG. PREPARED FROM COMPUTER INPUT [LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFA.
TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
801 CHORD 2x 4 SP 12 N UPLIFT (LBI: 520 870 390
WEBS 2x4 SP 13 RRG.LOC IFTI: 0.00 20.71 36-7t
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
(A) IX4 'T' BRACE. SAME GRADE AS WES MEMBER. A77ACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SOCI
8d NAILS 6 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY ---------------------------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
M-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. mma UPLIFT amm *;% HANGER **%
H5 -4550(jacke Only) HUS26 - + 7510 15286#1(110d I ly
CONTRAC70RS WARNING: MIM -10000 HUS26 - + 33 15# :1 50 6d Iply
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MIS12 1000 2 Egh - + 42990 -1660: 1 Od Sply
AT SPECIFIC LOCATIONS. PARTICULAR CARE 15 ADVISED DURING 14T T280 :3786:,2 E ch Od, =13 - + 51800 -2000 16d ply
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MIT288 -4455012 Eachliffid HGUS48 - + 66400 -21990 100 2ply
NST60 :4688.f r
E:r 2ply) HGUS48 - + 80000 -26500 16d 2ply
CSI5O___ 1650 -ch) HGUS5,5-_+113350 -3945#116d 3ply
- --------------- -- ------
ERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
5p
5-8 W8"
5X 1.5x
3X4
3X5 (Al .5X3
5X
1.5X3 3X5 3X4 N1:::3
CID (A)
6
X5(AS)
X
3X5(A 1) 3X5
=IU3 C�,
,�n 3�4 3x 314
3X5
20' 11"8 16*0"B
37'
R-106i# W=3*8 R=1887# W=3" R=8360 W=3"8
TAY. T55 SEO' 6B60
PL TYP.-ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.2m SCALE -09667
TRUSSES AEOUIAE EXTAEME CAM 12101194 TC LL 30.0 PSF REF
)INIMPORTANTM)t F"04 A"W' WARNING I,, HAmmim Fimmo" me %"%III ,,,
DEVtATtON FROM THIS DESIGN OR THEK 5KCIFICATIONG, OR ANY BRACING. SEE 0111-91 BY IPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/01/94
FAILURE TO GUILD THE ?WAS IN CONFORMANCE WITH OSTas my IPI. Von AWIIIONAL SPECIAL PEAMAKNI BRACING AE
ALPINE CONNECTOR$Art MADE OF 200A DALY. STEEL MEETING ASTH QUIAEMEHIB. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRWG
on I . 5606 0.0 PSF RAG
:Me EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CMW SHALL K LATERAII.V Mhtttl WITH PROPER z
UNLESS OTHERWISE LOCATED ON THIS OESIGH. POSITION LT ATTACHED PLYWOOD SHFAIHIK BOTTOM CHOW 8C LL
IT
CONNECTORS PER DRAWINGS 130. 250 9 SGOA-F. DESIGN STANDARDS VIIN PROPERLY ATTACHED RIGID CEILING-- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 37-0-0
t CONTRACTOR. E
CONFORM N/APPLICAOLE PADVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1191) FOR PROPER onto
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRVWALL APPLICA11014. FUAHISH A COPV OF I"ts JOUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELICO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION
'IF Mrryfirf, f", NATIPtAl Mq1ft!TrCMJf�AT1ft.=w!w)mcO11!1.mF11w [�E�CNG 24.0," +TYPE spec
Job: (4-3511) T10 37*0 TRAY HIP 15*8 THIS ONG. PREPARED FRO14 COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS WR
TOP CHORD 2'4 SP N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHOW 2.4 SP 02 N UPLIFT ILBI: 490 910 360
WEBS 2x4 SP 03 BRG.LOC FT : 0.00 20.71 36.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD!
NINO SPEED - 100.00 MPH. MEAN HEIGHT - 15 00 FT.
(A) tX4 'I" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSEO_OR_FULLY_DPEN BUILDING 11991 SBCi
8d NAILS 0 6* D.C. BAACING MATERIAL TO BE SUPPLIED BY -------- -- ----- ---------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS
M-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT N m;m HANGER umn
H5 . -455#(Jacks Only) MUS26 7510 -M60 tod iplyl
CONTRACTORS WARNING: MT512 - -10000 HUS26 - + 33156 -15500 16d 1pI
: :1 y
THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MIS12 - -20000(i [:ch HHUS48 - + 4299 6601 10d 2ply
AT SPECIFIC LOCATIONS. PARTICLXAR CARE IS ADVISED DURING . MTT288 - -37860 chi 10di HHUS48 - + 5180 20000 16d 2ply
INSTALLATION TO ENSURE THAT THIS TAUSS IS ERECTED PROPERLY. MIT280 - -44550(2 Each 116d HOUS48 - + 66400 -21990 10d 2ply
MST6 : -428
590 r
ar HGUS48 - + 00000 -26500 l6d 2ply
CS15500 -1 0 ch)2plyl HGUS5.5- +113350 -394501 i6d 3ply
WF-EAENCE HOLMES LUMBER_DETAIL SHEET FOR UPLIFTMANGER DETAILS
16'8
5X5 5X5(R)
3X5 3X4 3X4 X5
T (A)
OD 1.5X3
1.5X3 (A)
6 C;;-
X5(All
3x
11 3X4
t=W3 1�
3X5 5X4 2X
20' 11"8 JX7 1610"8
1818" — 1610"8
P-I
37'
R=1045# W-3*8 R-1941# W=3" R-7980 W=3"8
TA�. T05 SE 68608
'LE 0. 1667
PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.2m SCA
ALPIME ENGINEERED PRODUCTS. INC. IRUSSE2 AEOUIRE EXTREME CAM 12101194 TC LL 30.0 PSF REF
**IMPORTANTNN SHALL NOTSE RESPONSIBLE FORANY WARNING IN HANDLING. ERECTION AND
... �-!, I
DE IATION FROM 1"IS DESIGN OR THESE SPECIFICATIONS. OR ANY OWING. SEE 1416-91 BY TP1. SEE THIS DESIGN us TC OL 7 .0 PSF DATE 12/01/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SAKING RE
ALPINE CONNECTORS ARE MADE OF POGA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. Top BC DL 10.0 PSF ORWG
A446 CA 0 EXCEPT AS WOIEO. APPLY CONNECTORS 10 EACH FACE OF DOW SHALL BE tArEnALLY BRACED 11111f PnOr-ER
TRUSS AND UNLESS OTHERWISE LOCAIFD ON THIS DESICK POSITION LY ATIACHEO PLYWOOD SHEATHING, BOTTOM CHORO : 5606 BC LL 0.0 PSF RAG
N
CONNECTORS PER DRAWINGS 130. 150& IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE : STATE OF 47.0 PSF O/A LEN. 37-0-0
TOT.LD.
CONFORM W/APPLtCA9LE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 1 .33
SEAL ON THIS BRAVING APPLIES TO tHE COMPONENT DEPICTED HERE DR ALL APPLICATION. FURNISH A COPY Of THIS ORID 9." IDUR.FAC.
,to WAY. Or;W
IN ONLY. AND SHUL NOT K AEL UPON IN ANY OTHER ION to THE 17 3!ET;1.;11N 17TOR,
ITYPE
-IPI - IFNA-1 Pi Arr mmoor. w?q-_041 NATI(INAI nrglrA4'.;PrCtFT ISPACING 24.0" spec-
Job: (4-3611) LOT / Ttl 37'0 TRAY-COMMON THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 9 01-MENSIONS) SUBMITTED BY TRUSS MFA.
TOP CHUM 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATEO.
SOT CHORD 2x4 SP 02 N UPLIFT ILSI: 500 910 360
WEBS 2x4 SP #3 BRG.LOC IFTI: 0.00 20.71 36-71
UPLIFT BASED ON JO.00 PSF TOTAL DEAD LOAD.
THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
ONLY. 00 NOT USE WITH PLASTER CEILING. ---------------------------------------------------------------
TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS
(A) IX4 'T* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH M-Gravity 1-1-Uplift
Sd NAILS I S' D.C. BRACING MATERIAL TO BE SUPPLIED BY ---------------------------------------------------------------
ERECTION CONTRACTOR. am* UPLIFT *a a a"a HANGER am%
H5 - -455#(Jacxs Only) HUS26 - + 275t# :1286: 16d Y
I I lod IV
MTT2 8 7gg: HHUS48 - + 51801 -20000 16d Y
THIS TAWS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS Each 16d HGUS48 - # 66401 -2199 10d 1plyl
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. NTS12 - -10000 HUS26 - + 33151 1 55 1 od
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UTS12 - -2000012 E:ch HHUS40 - # 42990 - 6600 Spi
2p
2 E chi I 10dj
HTT2686 :14 2 Sp
CONTRACTORS WARNING: 2ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NST60 -4688: Per 2ply) HGUS48 - + 80000 -2650: 1
IOPEALY. CS150 -1650 lEach) HGUS5.5--#113350 -39450116,d ly,
INSTALLATION TO ENSURE THAT THIS TRUSS 15 ERECTED PP
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
ig*6" 17'6"
.5X3
i.5X X4
3X5 (A) X5
1.5X3
0 1.5X3
3X�5(A I) OVA X5(A 1)
=lr 3
n J x7b. 3X9
3
20' 10"4 16* 1"12
37'
R=10630 W=3"8 R=18810 W=3"8 R=8390 W-3"8
TAY. TAB SEO: 68547
_PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.2m SCALE -0. 1667
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM 12101194 TC LL 30.0 PSF REF
I MPORTANT XX SHALL 101 Of RESPONSIBLE FOR AM WARNING IN HANDLING. ERECTION AND .%too
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-01 BY TPI. SEE THIS DESIGN
FAILURE 10 BUILD THE IRA$ IN CONFORMANCE WITH OST88 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING AE TC OL 7.0 PSF DATE 12101194
ALPINE CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASIM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG
A446 OR I EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAACEO WITH PAQKA Z
?RUSS AND UNLESS OTHERWISE LOCATED 014 THIS OESIGH. POSITION LY ATTACHED PLYWOOD SHEATHING. $011004 CHDR() : 5606
CONNECTORS PER OPAMINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = N BC LL 0-0 PSF RAG
t STATE OF TOT L PSF O/A LEN.
CONFORM W/APPLICAOLE PROVI93ONS OF NOS 9 TP3. AN ENGINEER'& ALPINE TECHNICAL UPDATE It/l/911 FDA PFWEA s 0. 47.0 37-0-0
KAL ON THIS DRAWING APPLIES TO THE COMPONEMI DEPICTED HERE DRYWALL APPLICATION. FUMISH A COPY OF 1"19
IN ONLV. AND SHALL NOT K RELIED UPON IN ANY OTHER WAY. DESIGN to Tic TRUSS ERECTION CONTRACTOR. AC, 1 .33
.111"',111'r 'Hat-1,111r. --Tl—, '""I 12A-10tLAL "T':-If!ILI-'El�rn" I 2t ISPACING 24.0" ITYPE spec
Job: 14-3611) LOT 712 J3-3-8 TRAY HIPM 7 OWL PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS WA.
TOP CHORD 2,4 SP 02 N PRONOP-MiT CONNECTIONS AT BEARINGS AS INDICATED.
BOY CHORO 2.4 SP 02 N UPLIFT t6 1. 590 610
WEBS 2x4 SP 03 BRG.LOC FTI: 0'00 13.04
TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM).
#I HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT ENO. ENCL O_OR_FULLY_OPEN BUILDING 11991 SBC)
JACKS HAVE NO WEBS. ----n- -- ----- ---------------------------------------------
TYPICAL S114PSON OR EOUAL UPLIFT/HANGER REQUIREMENTS
; A RIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24* O.C. I.j.G,..itV _,_Up,,ft
MUST OE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
vNw UPLIFT Num mg HANGER xmm
H5 4550(jacks Only$ HUS26 - + 5 : :1206:110d I ly
NTS12 - -10000 HUS26 - + 330 15 6d I y
NTS12 000:,2 1:ccj1,, - + 4299# -1660 loo 2p)v
:2
378
86 2 E =4a
MTT2 10di 48 - + also# -2m: 15d 2ply
MT1288 - -4455#12 EaChInd HGUS413 - 4 66400 -2199 10d 2ply
NST60 : :46880 Per 2ply) HGUS48 - + 00000 -2650: 16d 2ply
CS150 t65O@lEachl "GUS5 13350 -39450 16d 3plyl
REFERENCE HOLMES LUMBER DETAIL sHEET FOR uPLIFT/HANGEA DETAILS
13*3"8
7- - 6'3"8
4 3X5-- 1.5�(3
n
u T
3X4 p I
0
cm
6 p-
2X7(A I) 3X7
-793
5X5
2 4'3"8 +
13 3"8
7-
R-12550 W=3"8 578# R=1422# W=3"
TAV. T SEO: 6855
PL TY49-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.2m SCALE -0. 750
ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CAM 12101194 TC LL 30.0 PSF REF
I MPORT ANT SMALL mot K atspoNstaLe rO*R Am' WARNING IN mmmws. Emecizem Am oNt"
DEVIATION FROM THIS OESION OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 FTSF DATE 12/01/94
FAILURE 10 BUILD THE TRUSS IN CONFORMANCE%IT"UST98 BY TPI FOR AO0tt1OMAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECTORS AM KAM OF 20GA SAM STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF QAWG
A446 OR 9 EXCEPT AS NOTED. APPLY CONNECIORS to EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED 04 THIS OEStGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 0 : 8C LL 0 .0 PSF RAG
t CaNNECIORS PER CRAVINGS J30. 150& JSGAL-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE or .: TOT.LD� 47.0 PSF O/A LEN. 13-3-8
COWOF04 W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEEA*S ALPINE TECHNICAL UPDATE 17/3/911 FOR PROPER 1 1 V, Z,
SEAL ON THIS CRAVING APPLIES TO THE COMPONENT DEPICTED HERE ORY7ALL APKICATION. FURNISH A COPY OF THIS 0 AID 01JR.F
WAY. DES GN 1$Z1 eo AC, 1 .33
IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER TO THE TRUSS ERECTION CONTRACTOR.
NE.
SPACING SEE ABOVE ITYPE spec
Job: (4-3611) LOT / T13 37*0 TRAY HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2X4 SP :e2:N :T2 2X4 SP it N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
:T3 2x4 SP 0 1 Den UPLIFT V 430 910 860
SOT CHORD 2x4 SP 02 N BRG.L FTI: 0.00 13.04 36.71
WEBS 2x4 SP #3 :W6 2x4 SP*02 N: UPLIF?CBASEO:ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 00.00 MPH. MEAN HEIGHT - 15.00 FT.
ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
BEARING BLOCKS: NAIL TYPE: 0.1310.0-J.-pails ---------------------------------------------------------------
EIRG X-LOC OBLOCKS LENGTH/GLK AILS/SLK TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER AEOUIREMENTS
1 13.042' 1 14* 11 (#)-Gravi t V (_)_UPI i f t
NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. -------------------- ---------
BEARING BLOCK TO BE SAME SPECIES. SIZE 9 GRADE AS CHORD. mum UPLIFT m MN HANGER X-11
H5 -455#(Jacus Only) HUS26 51f -1286:110d 1plyl
(A) IX4 *I* BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH NTS12 -10001 HuS26 - + 33159 -1550 16d I ply
Bd NAILS 1 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 -2000 2 E IT HHUS48 - # 42990 -1660f f0d 2ply
786:12 E:c
ERECTION CONTRACTOR. MTT206 - -3 Ch IN HHUS4 + 65618 : -20000 16d 2ply
MTT288 - -4455012 EaChl 1160 HGUS488 + 400 -21990 10d 2ply
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. MST60 : -46880IPer 2ply) "GUS48 + 80000 -26500 l6d ly
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHOW. CS150-----1650#(Each) HGUS5*5- +113350 -39459 16d ly.
CONTRACTORS WARNING: FERENCE HOLMES LLW43ER DETAIL SHEEFFOR_��IFUHANGER DETAILS
THIS TRUSS 19 DESIGNED TO BEAR ANDJOR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE 19 ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS 19 ERECTED PROPERLY.
SPECIAL LOADS
--------------------------------------------------
TC - From 74 PLF at -2.13 to 74 PLF at 13.33-
TC - From 161 PLF at 13.33 to f6f PLF at 30.00
TC - From 74 PLF at 30.00 to 74 PLF at 39.13
SC - From 20 PLF at 0.00 to 20 PLF at 113.33
SC - From 45 PLF at 13.33 to 43 PLF at 30.00
BC - From 20 PLF at 30.00 to 20 PLF at 37.00
8C - 579 LB Concentrated Load at 30.00
37'
9. 1.�X3
1 -21 1 7
5XS 4 10 3X6 4X4T3 5X7
FRI 0
T , 6 3X4 W6 tAl j>.z:zz5X3
4'10'3 1 3X5(Al) 4X5(A2)
1-:2 429.
=V 3 f3x5 477 5X 12 4X8 394 394
13'4" J- 23'8"
32*8"8
37'
30' 7'
R-2100 W-3*8 R-39380 W-3"B R-20800 W-3*8
TAq. T�O SEO' 68555
PL TY .-ALPINE DESIGN CRIT-TPI OTY I TOTAL - I REV. 17.2m SCALE -0. 1018
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEQUIAE EXTREME CAM 12/01/94 TC LL 30.0 PSF REF
X I MPORTANTHN IIHALL NOT BE RESPOI41BLE FOR ANY WARNING IN HANDLING. ERECTION AM %4%110
DEVIATION FROM THIS DESIGN OR INESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 91 TPI. SEE THIS DESIGN ke TC DL 7 .0 PSF DATE 12/01/94
F
[AtLURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTIMI By TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ILL INE CONNECTORS MW MADE OF MA GALV. STEEL MEETING ASIM QUIAEMEHIS. UNLESS OTHERWISE INDICATED. TOP f3C DL 10.0 PSF OAWG
P
A446 OR 4 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER
5606 s
IqUSS AND UNLESS OT14EPWISE LOCATED ON THIS DESICK POSITION LY ATTACIIED PLYWOOD SHEATHING. BOTTOM CHORD : BC LL 0.0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS Wit"PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 37-0-0
CONFOPIM W/APPLICABLE PROVISIONS Of NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (711/90 FOR PROPER 0 RID It
SEAL 04 THIS DRAWING APPLIES TO THE COMPONENT OEPtCtEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE FIEL110 UPON IN ANY 01HEA WAY. DESIGN 10 TIC TRUSS ERECTION CONIR E�v�r'
��TG"' 'NE spec
t1r IIAJ I IUIF IN" * 1991 NAITI �f 111111t!ffE L" SPACING 24.0" TYPE
tL CAT Tom Ton wonn rMntmorl
lot T_ lf�frAT
Job: (4-3611) LOT / T14 37-0 TRAY HIP 9 - THIS DWG.__PREPARED FROM COMPUTER INPUT-(LOAOS, 6 OtMNSIONSI SUBMITTEO-BY TRUSS WR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x4 SP 02 N UPLIFT (LB): 410 Boo 650
WEBS 2x4 SP f3 BRG.LOC (FT): 0.00 13.04 36.71
UPLIFT BASED ON 10.00 PSF 70TAL DEAD LOAD. 11991 SOC)
(A) IX4 *I' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH MIND-SPEED---100.00-MPH.-MEAN-HEIGHT---MOO-FT.-ENCLOSED------
8d NAILS 1 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS
ERECTION CONTRACTOR. -------------------(0-Gravity-H-Uplift----------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. mmu UPLIFT *No mm* HANGER mms
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(jacks Only) HUS26 - + 27510 -12860 Od I p Y
NISJ2 - -1000f HUS26 - + 33150 -15500 16d ply
CONTRACTORS WARNING: MTS12 000 2 E:chj HHUS48 - + 42990 -16600 10d 2ply
�88 : :2
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDItIONAL LOADS M772 3786:12 E ch 10d) HHUS48 - + 5180f -2000 16d 2ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTT288 - -4455: 2 Each 116d) HGUS48 - + 66400 -2199: 10d 2ply
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, NST60 - -4688 Per 2ply) HGUS48 - + 80000 -2650# 16d 2ply
CS150 - -16500lEach) HGUS5.5- +113350 -39451 16d 3ply
-----------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
17' —9.
5x 3X5 3X4 5 5
T
!q 3X4 .5X3
0
tn X5(At) 9.
3XX5(AA I) 3X4 315 395 3X7
=7r 3 __J_ _-4-
3 5X5
13'4" 23-8"
4 3-8 32'8"8
37'
R-442# W-3"S A-2245# W-3"8 R-10970 W-3"S
TAq 0: 68557
- TF' OTY - I TOTAL I REV. 17.2m CALE -0. 1667
PL .-TY .-ALPINE DESIGN CRIT-TPI
ENGINEERED PRODUCTS, INC TAtJSSES AEOUIRE fXTAEME CAM
HIMPORT ANT x x S'HALT'NOI BE RESPONSIBLE FOR ANY' WARNING IN mmxim, ERECTION Amo 121?9,194 TC LL 30.0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY OWING. SEE Mid-Ot BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/29/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOG By TPI FOR ADDITIONAL SPECIAL PE104ANENT BRACING FIE
ALPINE CONNECTORS ARE MADE OF "CA DALY. STEEL MEETING ASTM GUIRENENTS. UNtfSS OTHERWISE INDICATED. TOP BC OL 10.0
PSF ORWG
444 0 EXCEPT As NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER z
on . 5606
TRUSS AND t#4_fSS OTHERWISE t.00AIID 04 THIS DESIGN. POSITION LY ATTA04EO PLYWOOD SHEATHING. BOTTOM CHORD z BC LL 0 .0 PSF RAG
CONNECIOM PER GRAMINO 130. 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED MIGIO CEILING --SEE STATE OF 0T.Lo. 47.0 PSF O/A LEN. 37-0-0
CONFORM W/APftICAKE PFOVIS1014S OF NDS 6 IPI. AN ENGINEWS ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SIAL ON THIS DRAWING APPL 311, TO THE COMPONENT DEPICTED"ENE DRYWALL APPLICATION. FURNISH A COPY OF THIS o mo 9 OUR.FAC. 1 .33
IN ONLY. AM SHALL NOT Of PELIfO UPON IN ANY 0111EN WAY. DESIGN TO IHE TRUSS ERECTION CONTRACTOR. d��INVE
1 ,,, SPACING 24.0'
-TPI - IFN 4 PtA71 WSIIIUTf, WDS- 19161 HATIO04AL DESIGN SPECIFICATION FOR WOOD CONSTRUCT[ _ TYPE SPEC
� ". ___n - -!I _shl___ -
Job: (4-36ti) LOT / T15 37'0 TRAY HIP It THIS_DWG. P_AEPARE0 FROM COMPUTER INPUT ILOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x4 SP 02 N UPLIFT ILBI: 0390 840 640
WEBS 2x4 SP 03 BRG.LOC FT : .00 13.04 36.71
UPLIFT BASED ON MOO PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED 100.00 MPH. MEAN HEIGHT - MOO FT. ENCLOSED
(A) IX4 *T* BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH --------------------------------------------
Bd NAILS 1 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL S114PSON OR EQUAL UPLIFTMANGER REQUIREMENTS
ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. *mm UPLIFT N IN *N* HANGER NNK
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -455#jJaNs Only) HUS26 - + 2751 -1286 d 1p y
NTS12 - -1000# HUS26 - * 3315# -15500 16d I ply
CONTRACTORS WARNING: MTS12 E HHUS48 A, + 42990 -16600 JOIJ 2 ly
NTT288 :2000 :Cchh iOd) -20000 16d 2 ly
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 3786:'22 E HHUS48 - + 5180#
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -4455012 Each1116d) HGUS48 - + 66400 -2090 lod 2 3
ly
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NST60 -46880 Per 2ply) HGUS48 - + 80000 -2650# 16d 2 y
CS150 -16500 Each) HGUS5.5- +113350 -39450 16d 3 ly
--------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
t3' — 13 t I
5X7 1.5X3
T
((A) 1. X3
AV) X3
3X4 (A)
6
to X5 X5 1A I)
(A 1)
3X5(At) 4XII 3XIO JX6 JX4 B.
3
3 5X5
13'4" 23*8"
4-3-8 - 1 32'8 8
37'
A-4820 W-3"8 R-21650 WAX3"8 R-11360 W-3"8
PRYA T�2 SFO, 68559
. TY .-ALPINE DESIGN CRITAATPI OTY - I TOTAL I REV. 17.2m S ALE -0. 1667
ALPINE ENGI FA 0 PRODUCTS. INC. TRUSSES REOUIAE EXTREME CAM TC LL 30.0 PSF REF
ME RE
KN IMPORTANT*)(SHALL NOT K RESPONSIBLE FOR ANY WARNING IN HANDLINO. ERECTION AND 121� ,194
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SAACINO. SEE HIB-91 OV TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 12129194
9
FAILURE TO BUILD Tit TRUSS IN CONFORMANCE Wit"OST69 SY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECTORS ARE MADE OF "CA GALV. STEEL MEETING A3114 GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 8C DL 10.0 PSF 0RWG
A445 GA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PFIOPEA
TRUSS AND LP&ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. @OTTO"CHM 5606 (3C LL 0.0 PSF RAG
CONNECTORS PER DRAWINGS t3g. 150 9 ISOA-F. DESIGN STANDARDS MIT"PF41F'EALV ATTACHED MIGIO CEILING --SEE
STATE OF TOT.LD. 47.0 PSF O/A LEN. 37-0-0
t CONFORM WAPPLICABLE PROVISIONS Of NOS 9 TPI. AN ENGINFER'S ALPINE TECHNICAL UPDATE (711f91I FOR PROPER
ON THI 9 DRAWING APPLIES 10 It* COMPONENT DEPICTED HERIE 0 RIO
SEA1. DRYWALL APPLICATION. FURNISH A Copy Or THIS OUR.FAC. 1 .33
IN ONLY. AND SHALL NOV SE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
At[ IMSTITII!!. Pq�j-_!991 MATTOM�11 nl�j!GN SPfC!FIC Cr SPACING 24-0" _11_)�Pg SPEC
Job: (4-3611) LOT / T16 37*0 TRAY HIP 13 THIS OWG. PREPAREO FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT ILBI: 390 840 630
WEBS 2x4 SP 03 BRG.LOC FT : 0.00 13.04 36.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
(A) IX4 "I' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ---------------------------------------------------------------
Bd NAILS 9 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ERECTION CONTRACTOR. 1+)-Gravity (-)-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. mmu UPLIFT N" N;N HANGER NNW
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(JaCks Only) HUS26 - + 751# -12860110d 1p y
NTS12 - -1000# HUS26 - + 33150 -1550#(i6d iply
CONTRACTORS WARNING: NTS12 000:12 E:ch HHUS48 - + 42990 -1660# 1 Od 2ply
288 :2
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT� 3786 2 E ch (10d) HHUS48 - 51800 -2000 16d 2ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT208 -44550(2 Eachl (16d) HGUS48 - ++ 6640# -2199: 10d 2ply
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 -46880IPer 2ply) HGUS48 - + 80000 -26500 16d 2ply
CSi5O -16500 Each) HGUS5.5- +113350 -39450ii6d 3ply
---------------- ------------------------ -
REFERENCE HOLMES LU14BER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
15. 13'
5X5 X4 sx
T 3X4 X4
P
6
i.5X3
3X5(A 1) 398 X5(At)
f. 3 3T7 I.5X3,
ZW3 __L_
—::33 5XJ2
13 4 23 8
;U_ 1 _ 4*3*8 32'8"8
37'
R-419# W-3*8 R-22810 WAW3"8 R-10840 W=3"8
TAY. T�3 SEO: 68561
PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL. - I REV. 17.2m SCALE -0. 1667
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CAM
**IMPORTANT XK SMALL NOT BE RESPONSIBLE FOR ANY WARNING I E 1 9/94 TC LL 30.0 PSF REF
N HANDLING. "ECTION AND #1 ""
214
DEVIATION FF4014 THIS DESIGN OR THESE SPECIFICAIION5. OR ANY BRACING. SEE HIB-91 By TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/29/94
FAILURE TO BUILD THE TOMS IN CONFORMANCE WITH OSTS11 BY TPI. FOR ADDITIONAL SPECIAL PEFKANENI BRACING FIE us
,%�"
ALPINE CONNECTOR$ARE MADE OF 2OGA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE tNDICAIEO. TOP K DL 10.0 PSF DRWG
A446 CA 9 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL K LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. 90viom CHonD 5606 s 6C LL 0 .0 PSF RAG
M
CONMECTORS PER DRAWINGS 130. 150 A ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 011010 CEILING --SEE
t CONFORM W/APPLICAGLI PROVISIONS Of NOS 9 TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE 17/1/911 FOR Pr4PER STATE OF z TOT.LO. 47.0 PSF_O/A LEN. 37-0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS GRIO OUR FAC. 1 .33
IN DESIGN TO THE TRUSS ERECTION CONTRACTOR.
ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY.
1PI . !"'S PtA?!_jkjTItU!E. 0 -�Tggt ItAT!Oltk�DESION F!CATIOH FOR X CONSIAWTION 1SPA�I G 24.0" ITYPE SPEC
Job: (4-3611) LOT / T17 37'0 TRAY HIP 15 THIS OWG. PREPARED FROM COMPUTER INPUT ILOADS 6 QIMENSIONSJ__SUBMITTEO BY TRUSS MFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFTC ILBI: 390 830 630
WEBS 2x4 SP 03 BRG.LO FT : 0.00 13.04 36.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 1199t SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
(A) IX4 'I" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ---------------------------------------------------------------
Bd NAILS 9 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL S114PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ERECTION CONTRACTOR. 1+)-Gravity I-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. 111101 UPLIFT IT N* 1 0 HANGER NNN
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -455f(JaNs Only) MS26 - + 2751 :1 286: IS I
14TS12 - -1000f HUS26 - 4 33151 1550 H63 Ipplyy
CONTRACTORS WARNING: NTS12 - -20000(2 E ch HHUS48 - 4 42990 -1660 10d 2 ly
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTT288 - -37860(2 Nch (fOdj HHUS48 - 51800 -2000:116d 2 ly
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455012 Eachi (16d) HGUS48 - *+ 66400 -21990 10d 2 ly
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -468801Per 2ply) HGUS48 - 4 80001 -26500 16d 2 ly
CS150 - -16500 Each) HGUS5.5- +113350 -39450 l6d 3 ly
-------------------------------- --
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
t7' 5' 15'
3X5 5X6(R) 5 3X4
3X5 A)
0
(A)
;o I.51XA33
6 r;;,
X5(A I)
3 X 5- A Is)
51;(M --7 F-M
=3r3
3 5X 12
- 13'4" 23'8
32 8"8
37'
A-4500 W-3"8 R=2232# W-3"8 A-1101f W-3"8
TAY. T�4 EO- 68563
PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.2m RCALE -0, 1667
ALPINE ENGINEERED PRODUCTS INC TRUSSES PEOUIPIE EXTREME CAM
X*IMPORTANTW*o"ALL NOT BE RESPONSIBLE FOR* ANY' WARNING I-, "Amexim. enEction Am 121� ,194 TC LL 30 .0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-21 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/29/94
FAT LURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTIMI MY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTOR$ ARE MADE OF MA GALV. STEEL MEETING ASIM OUIREMENIS. UNLESS OTHERWISE NOICATEO. TOP BC DL 10 .0 PSF ORWG
A446 GO EXCEPT As NOTED. APPLY CONNECTOR$TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
p I I . 5606 s
INA$A.UNLE S OTHERWISE LOCATED ON THIS DESICK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF RAG
CONNECTOR$PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PPOPERLV ATTACHED R1910 CEILING -- SEE
%t - STATE OF z D 47 .0 37-0-0
COWORM W/APPLICA9LE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/3/911 FDA POWER a RIO z TOT.L PSF O/A LEN.
WAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. rtowasK A COPY OF THIS a IDUR.FAC. 1 .33
IN ONLY. DESIGN TO THE TRUSS ERECTION CONT"!
AND SHALL NOT K RELIED UPON IN ANY OTHER WAY.
f1!S!CN I. 10. ITYPE SPEC
t ISPACING 24.0" —1
Job: (4-3611) LOT / TIS 37'0 TRAY HIP 17 THIS OWG._PREPAREO FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUB14ITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x4 SP 02 N UPLIFT ILS
TI: 0390 830 620
WEBS 2x4 SP 03 SRG.LOC F : .00 13.04 36�7f
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN "EIGHT - 15.00 FT.
(8) IX4 J�SBRACE.O.CAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBCI
ad NA 1 6* GRACING MATERIAL TO BE SUPPLIED BY ---------------------------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
W 2X4 "I* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH -------------------M-Gravity-I-)-Uplift----------------------
16d NAILS 9 4' D.C. BRACING MATERIAL TO BE SUPPLIED BY NNN UPLIFT Nu I N;x "ANGER NKN
ERECTION CONTRACTOR. H5 - -4550(jac's Only) HUS26 + 751f -128601110d I Ijyj
mysle - -10001 HUS26 + 33158 -1 Sd I
I ly
A RIGID CEILING OR CONTINUOUS LATERAL GRACING AT 24* D.C. NTS12 - -2000012 Eachl HHUS48 + 42920 -1660: 1 Od 2p v
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -3786: 2 E:chj 1110dj HHUS488 + 51800 -20000 1 Sd 2p y
MTT280 - -4455 2 E ch 66 HGUS4 + 66400 -2199f Od 2ply
CONTRACTORS WARNING: NSTSO - -46081 P:r 2ply) "GUS48 + 80000 -2650: 16d 2ply
THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS CS150 - -165001E ch) HGUS5 5- +fl335f -3945 6d 3ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING ------------- -------*---------
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
17'
5X6 0 5
1.5X3 X4
3X5 A) (B) X5
(B
.5X3
3X4
6 p;-
X5(A 1)
3X5(At) I
310B J TXb 3X4
=EC 3 --.L-
3 5X5
13'4" 23*8"
jU 4'3"8 32'8 B
37'
R-523f W-3"8 R=21200 W-3"8 R=1141# W=3"8
TAq. T�5 SEG' 68565
PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.2m SCALE -0.1667
ALPINE ENGINEERED PAODL1CT5. NC. TRUSSES REOUIAE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF
x K IMPORTANT X X SMALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND %%III
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN % TC DL 7 .0 PSF DATE 12/01/94
FAILURE TO BUILD THE TRUSS IN CONFOAMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING AGIN OUIAEMEMTS. LO&ESS OTHERWISE INDICATED. TOP f3C DL 10 .0 PSF DRWG
A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z 5606
TANS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW N BC LL 0.0 PSF RAG
t WAY.
CONNECTORS PER DRAWINGS 130. t5O 9 $GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF TOT.LO. 47.0 PSF O/A LEN. 37-0-0
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER I.,
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o AID DUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UIMM IN ANY OTHER DESIGN TO THE TRAM ERECTION CONTRASTOR,
G.....
'--TPI - TAUS.S PIATI INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCT[ N ISPACING 24.0" ITYPE spec
ob: (4-3611) LOT T19 37'0 TRAY COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 62 N UPLIFT ILBI: 390 830 620
WEBS 2x4 SP 13 BRG.LOC FT : 0.00 13.04 36.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
W ING SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
(A) IX4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN_BUILDING_ttggl SOC)
BE EQUALLY SPACED. ATTACH WITH (2) Od NAILS. BRACING ---------------------- -------- -------------------------------
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
SUITABLE SUPPORT BY ERECTION CONTRACTOR. M-Gravity (A-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. NNW UPLIFT NIT N1111 HANGER xNa
HS -455#(Jacim I
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ws Only) HUS26 - + 275if -1286 10d 1ply
I 6d I Y
CONTRACTORS WARNING: MTS12 - -2000012 E ch) I HHUS48 - + 42990 -1660 1Od 2ply
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MIT280 - -3786112 E:chj 110d)l HHUS48 - + 51800 -2000: 1 6d 2ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (1601 HGUS48 - + 66400 -2199# Od 2ply
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NS160 - -4688:lPer 201yl HGUS48 - 4 8000f -2810: 16d 2ply
M CS150 - -1650 Each) HGUS595- +113350 -3 501 6d 3ply
TS12 -1000# HUS26 - + 3300 -1550,
---- - -- ------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
19 6 17 1 6
4X6 X4
X4
\ X5
3X JX5 (A)
(A) 1.5X3
t3X5_(AA tat) X5(At)
=Ir 3 1 3 Wo 3X8 3X4
5X12
- 13*4* 23'8"
4 3 El 32*8"8
37' a
R=456# W-3*8 R-2223# W=3"B R=1105# W-3"8
TAY. T�7 SEO: 68568
PL TY .-ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL 3 REV. 17.2m SCALE -0. 1667
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM 12/01/94 TC LL 30 .0 PSF REF
XX IMPORTANTXX SHALL NOT K RESPONSIBLE FOR ANY WARNING IN HANDLING. EAECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-91 BY IPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/01/94
FAILURE TO BUILD 111E TAM IN COWOF04ANCE WITH QST89 BY TPI. FOR ADDITIONAL SPECIAL PEF04AWNT BRACING AE
ALPINE CONNECTORS AM MADE Of 20GA GALV. STEEL MEETING AGIN QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORWG
A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOFQ SHALL K LATERALLY snAcEo WITH PROPER 5506
IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD K BC LL 0.0 PSF RAG
CONNECTORS PIER DRAWINGS M. 150 9 IGGA-F. DESIGN STANOAnDS WITH PROPE11LY ATTACHED RIGID CEILING --SEE STATE OF z 47.0 PsF O/A LEN. 37-0-0
4,
t CONFORM N/APPLICABLE PROVISIONS OF NOS 6 IPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE 47/1/911 FOR PROPER TOT.LD.
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RID DUR.FAC. 1 .33
't. :tr
IN ONLY. AND SHALL NOT SE RELIED%VM IN AMY OTHER KAY. DESIGN TO THE TRUSS EAECTION CONTR IqEEV6,,'
TPT - T"S KATE INSTITUTE. NOS- I"I NATIONAL t TYPE
DESIGN SPECIFICATION FOR NOW CONSMM SPACING 24.0" 1 spec
Job: (4-3611) LOT / T20 16'3 HIPM 7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #a N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT
WEBS 2x4 SP 03 FS 0
TI: 07 00 ir7lO
BRG.LOC .0 D.00
TRUSS DESIGNED FOR 100.00 MPH WIND. J5.00 FT ABOVE GROUND
0
-00-00 JACKS AT LEFT END. ENCLOSED OR FULLY OPEN BUILDING 11991 SOCI
It HIP DESIGNED TO SUPPORT 07 WITH DEAD LOAD OF 5. 0 PSF ITOP) AND 5.00 PSF (BOTTOM) .
JACKS HAVE NO WEBS. ---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER AEGUIAEMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1#)-Gravity (-)-Uplift
------------------- ----------------------------------------
HANGER ...
Mr UPLA;!,:::. 0.1y) HUS26 -T510 -128601,10d 1plyl
HS 45
NTS12 - -10000 HUS26 + 33f5# -050f 6d 1p ly
"TS12 000112 E:ch I t=48 + 4299# -16600 10d 2p ly
ae : :2
MIT2 3786# 2 E Ch 10dj 48 - # 5180# -2000; 18d 1p ly
MTT288 - -4455#12 Eachl 116d I HGUS48 - * 66400 -2199 1 If p ly
NST60 :4 2ply) 1 14GUS48 - + 80000 -2650f I If 2ply
CS150 : 16615308:IEP:rch) HGUS5*5- +11335# -3945# ffirld 3ply
------- ----------------- -----------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
16-3"
_7' 9*3"
4X7 1,50 3X
1 .5X3 m
is
rn
4'3 2X7(A 1) =ZI
3X4 4XIO H
3X3
16'3"
2' 16-3"
7 9-3"
R=1575# W=3"8 578# R=1707# W=3"
TAq T58 SEO: 6861
PL TYP.—ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.2m SCALE O.S750
ALPINE ENGINEERED PRODUCTS INC TRUSSES REOUIAE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF
NXIMPORTANT)(H MULL NOT BE RESPONSIBLE FOR ANY' WARNING I,, "ANoLim. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIfICAIIONS. OR ANY BRACING. SEE HIG-01 By IPI. SEE THIS DESIGN TC OL 7.0 PSF OATE 12101194
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBIT BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS AM MADE OF 20CA GALY. STEEL MEETING AST04 QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF QRWG
A446 Got 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY OAACEO WITH PROPER Z
. 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C"ona : N BC LL 0.0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE : STATE OF
CONFOW W/APPLICAKE PROVISIONS OF NOS 9 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 1`� TOT.L0. 47.0 FTSF O/A LEN. 16-3-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 11413
IN ONLY, AM SHALL NOT K RELIED UPDM IN ANY OTHER WAY. DESIGN TO THE TAM ERECTION OUR.FAC. 1 .33
CONTRACTOR.
W��IPI * TatAl Pt ATE INSITIUTE. NOS - 1291 MATIr_!LZSIGM SPECIFICATION FOR WOW CON157RUCTION! ISPACING .SEE ABOVE ITYPE hipm
Job; (4-3611) LOT / T21 16-3-8 HIPM 9 THIS DWG. PREPARED FROM COMPUTER INPUT_(LOADS Z DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LO : 430 380
WEBS 2x4 SP #3 BRG.LOC IFTI: 0.00 16.00
UPLIFT BASED ON tO.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
------- ------- -- ----- ------------- ------------
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. ------TYPICAL-SIMPSON-OR-EOUAL-UPLIFTMANGER-REGUIREMENTS------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. (+)-Gravity (-)-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
*11m UPLIFT IT** W;m HANGER KNN
H5 . -455#(Jacks Only) HUS26 - + 751# -1286 Od Ip y
MTS12 - -1000t HUS26 - + 33150 -15500 16d 1ply
NTS128 :2000f,2 E:ch HHUS48 - # 42990 -1660# lod 2ply
MTT28 37860 2 E ch 10d) RHUS48 - + 51800 -2000# 6d 2p ly
MTT288 -4455#(2 Eachl 116d) HGUS48 - + 6640# -21990 110d 2ply
NST60 -4688:IP:r 2ply) NGUS48 - + 8000f :2650f 160 2ply
CS150 1650 E ch) HGUS5.5- +11335f 3945f 16d 3ply
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
7'3"8
4X5 3X4 1 3--
Al 1`2
3x u
1 .5X3
6 P;-
In
2X 41 (A 1)
4-3 a
—YhL
3X7
4 &JB
�-2 16'3"8
R-9380 W-3"8 R-732# W-3"8
TAY.- Tog SEO: 68614
PL TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.2m S ALE -0.3750
ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE ExTREmE CAM
XX IMPORTANTM N SMALL MY K RESPONSIBLE FOR ARY* WARNING IN HANDLING. ommOW AND 05/04/95 TC LL 30.0 PSF REF
DEVIATION FROM THIS DESIGN ON THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 By TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 05/04/95
FAILURE TO BUILD I't TRUSS IN CONFORMANCE WITH OSIT&B BY 1PI. FOR AWITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL OF LATERALLY GRACED WITH PROPER z 5606 S
TRUSS NO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. WITCH CHORD : BC LL 0.0 PSF RAG
A
CONNECT:%PER DRAWINGS t3C. 150 9 tGOA-F. DESIGN STANGAMS WITH PROPERLY ATTACHED RIGID CEILING --SEE :
t STAVE OF TOT LD. 47 .0 P 1O/A LEN. 16-3-8
CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SEAL ON THIS ORAWING APPLIES 0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIG !OUR.FAC. 1 .33
IN ONLY. AM SMALL NOT K REL;J0 UPON IN ANY OTHER WAY. DESIGN To THE TRUSS ERECTION CONTR!CTOR,
TTJ 11WA4;V4 ATE TNSIITIITF. NO9 1"I NAITPHAt DFS GN WCIFICATION FOR!"S�A !OR ]SPACING 2A 0 hipm
-!- --- --- _IMT
Job: (4-36ifl LOT / T22 16-3-8 HIPM 11 THIS DING. PREPARED FROM COMPU7ER_INPUT (LOADS & 011INSIONS) SUBMITTED BY TRUSS MFR
70P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT ILB): 420 400
WEBS 2x4 SP #3 BRG.LOC FT): 0.00 16.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBQ
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. ---------------------------------------------------------------
TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. M-Gravity F)-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
MAN UPLIFT ANN mmw HANGER mum
H5 - -455f(jacks Only) HUS26 - + 27510 -12860 Od 1p V
MTS12 - -10000 HUS26 - + 33151 -1550# 16d Sply
MIS12 - -20000(2 E:ch HMS48 - + 42990 -16600 10d 2ply
MTT288 - -3786012 E ChIllod) HMS48 - + 51801S -20001 16d 2ply
NTT288 - -44550(2 Each 16d) HGUS48 - + 6640# -21990 10d 2ply
MSIGO -4688:lPer 2ply) HGUS48 - + 8000# -2650# 16d 2ply
CS150 -1650 Each) HGUS5.5- +11335# -39450 16d 3ply
L U_P6__1__T/MANGFR DETAILS
4 4
1.5X3
in
to
2X4(At)
45 Jzr 9
3X7 KPr
3 8
Tr
16'3"8
R-938# W-3"S R=732# W=3"8
TAq. TOO EEO: 6861S
PL TY .-ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.2m CALE -0. 750
ALPINE INGINEEFIED PMOUCTS, INC. TRUSSES REQUIRE EXTREME CARE
)(IMPORTANT)(*SHALL NOT ME RESPOIGIBLE FOR ANY WARNING IN HANDLING. ERECTION ASKS 05/04/95 TC LL 30.0 FSSF REF
DEVIATION FROM THIS DESIGN 014 THESE SPECIFICATIOW OR ANY BRACING. SEE HIO-21 BY TPI. SEE THIS DESIGN TC OL 7.0 FSSF DATE 05/04/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05104 By IPI. FOR ADDITIONAL SPECIAL PEP1KA%EkT OWING RE
ALPINE CaNNECIORS APE MADE OF 2OGA MV. STEEL MEETING ASTM QUIREMENTS. UAILESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRWG
A446 OR 2 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD%HALL BE LATERALLY BRACED VIVO PROPER
. 5606
IRUSS"NO UPCESS OTHERWISE tOCAIFO ON THIS DESIGN. P051TION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOM BC LL 0.0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 9 )GOA-F. DESIGN STANDARDS WITH PAI)PEAL1 AITACHEO 41618 CEILING--SEE TOT Lo. 47 .0 PSF O/A LEN. 16-3-8
STATE OF
CONFORM W/APPLICAOLE PROVISIONS OF MISS 9 IPS. AN ENGINEER'S ALPINE TECHNICAL UPDATE IF/1/911 FOR PRQP*R
SEAL 004 ?HIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH 01 COP,OF THIS
10 ONLY. AND SHALL NOT K RELIED UPON IN ANY OTHER WAY. I DESIGN TO IHE TRUSS ERECTION CONTRACTOR. AC, 1 .33
TPf . TRuSq PtATE INSTITUM___!F�1 1111 NATION��!)tSl SPFr.!FICA711?!Fo� noo t- MIS H _I!TAC I NG 24.0" ITYPE hiPM
Job: (5-2581) LOT 105 / T23 18' COMMQN THIS OWG. PREPARED FROM COMPUTER INPUT JLOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 420 410
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 17.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
W-Gravity (-)-Uplift
------------------- ----------------------------------------
xxv UPLIFT NNN I WNW HANGER KNN
H5 -455#(Jacks Only) HUS26 + 27510 -12860(tod jplyj
NTS12 -1000# i HUS26 * 3315# -15500(16d 1ply
NTS12 -20001(2 Each) I HHUS413 + 42990 -1660 110d 2ply)
MTT288 -3785#(2 Each) (10d)l HHUS48 4 51800 -2000:1 16d 201y)
MTT28B -4455#(2 Each) (16d)l HGUS48 + 66400 -2199 (JOE! 20 1 Y)
MST60 -4688#(Per 2ply) HGUS48 + 80000 -2650:1 16d 2ply)
CSt50 -t6501(Each) HGUS5.5- +11335# -3945#(t6d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
T
1.5X3 I 5X3
3X4 (A I) X4 (A I)
2'
R=999# W=3"8 R=999# W=3"8
TAG T62 SEG' 17054
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 3 TOTAL 3 REV. 17.2m SCALE =0.2500
ALPINE ENGINEERED PRODUCTS INC TAMES REQUIAE EXTREME CARE 08/31/95 TC LL 30.0 PSF REF
x*ImPoRTANT**SHALL NOT BE RESPONSIBLE FO�ANY WARNING I" HANDLING. ERECTION AND
DEVIATION rnom THIS DESIGN OR THESE SPECIFICATIONS, CA ANY 9AACING SEE MTS-91 BY TPI SEE THIS DESIGN DL 7.0 PSF DATE 08/31/95
TC
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05T88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT SPACING nE
ALPINE CONNECTORS APE MADE OF POGA GALV. STEEL MEETING ASTM OUMMENTS UNLESS OTHERWISE INnICATFO. TOP BC DL 10.0 PSF ORWG
A446 Gn 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS 0764ERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0.0 PSF RAG
CONNECTORS PEP DRAWINGS 130. 150 9 ISOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE STATE OF 47.0 PsF O/A LEN. 18-0-0
t ��l
Ch CONFORM*/APPLICABLE PROVISIONS OF MOS& TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) fop PROPER TOT.LO.
SEAL ON THIS DRAWING APPLIES TO " COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 0 Rio
OUR.FAC. 1 .33
eNE
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ,DESIGN TO THE TRUSS ERECTION CONTRACTOR.
ISPACING 24.0" ITYPE CUMN
Job: (5-2581) LOT 106 / T-24 IS' HIP 7' SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2" SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2)(4 SP 02 N UPLIFT V 740 730
FTI: 0
WEBS 2x4 SP #3 SRG.LOC .00 17.71
TRUSS DESIGNED FOR 100,00 MPH WIND. 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
#I HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. E14CLOSED BUILDING (1991 SBC)
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL SPACING AT 24" O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER nEGUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity t-1-Uplift
---------------------------------------------------------------
*%* UPLIFT KKK I KKK HANGER ***
H5 -4550IJacks Only) I HUS26 + 2751# -1286#(10d 1ply
MTS12 -1000# 1 KJS26 # 33150 -1
MTS12 -2000#(2 Each) I HHUS48 + 4299f -1
MTT288 -3786#(2 EaChl (10d)l HHUS48 * 5180f -2000#(16,1 2plyj
MT728B -4455#t2 Each (16d) HGUS48 4 ro640# -21
MST60 -4688#(Per 2ply) HGUS48 4 80000 -26
CS150 -Mof(Eachl I HGUS5,5- +113350 -39
------------------------------------ ------------------------
REFERENCE HOLMES LUM13ER DETAIL SHEET FOR UPLIFTMANGER DETAILS
18
7' —4- 7'
k
4X7 4
T
X3
1.5X3
04 W) 4X4 (A2)
__q)_9.
2
7 4- 7
R=17980 W=3"8 578f 578# R=1798# W=3"8
TA� T63 SEQ: 17056
PL TYP.-ALPINE DESIGN CRIT-TPI OTY - I TOTAL = I REV. 17.2m SCALE =0.2500
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 08/31/95 TC LL 30.0 PSF REF
4*IMPORTANTNI(SMALL NOT Of RESPONSIBLE FOR ANY NARNING IN HANDLING. ERECTION AND ,0II ,,
DEVIATION rROM THIS DESIGN On THESE SPECIFICATIONS. OR ANY SPACING SEE HTO-91 By TPI SEE 'HIS DESIGN TC OL 7 .0 PsF DATE 08/31/95
FAILURE TO BUILD THE TWJSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALV STEEL MEETING AGIN OUIREMENTS. LPKESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG
A446 GO 0 EXCEPT AS WOTEO� APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
N
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDI 8C LL 0.0 PSF RAG
CONNECTORS PEA DRAWINGS 130, 150 C ISOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING __ SEE
STATE OF 47.0 PSF O/A LEN. -0-0
CONFORM W/APPLICASLE PROVISIONS OF MOS 6 tPf� AN EMGINEfR*S ALPINE TECHNICAL UPOATF (7/1/91, FOR PROPER 1NE TOT.LD.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 0 Rio q DUR.FAC. 1 .33
IN ONLY. ANO SHALL NOT BE RELIED LPOM IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION COWRACTOR.
ITT,, ISPACING SEE ABOVE ITYPE HIPS
Job: (5-2581) LOT 106 / J 7*0 END-JaCK -THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x 4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 260 200 200
WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00
UPLIFT BASED ON tO.00 PSF TOTAL DEAD LOAD. (1991 SOC)
WIND SPEED - 100.00 MPH' MEAN HEIGHT - 15'00 FT* ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ---------------------------------------------------------------
REACTION OF 212�01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
M-Gravity (-)-uplift
A RIGID CEILING OR CONTINUOUS LATERAL SPACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *wu UPLIFT **m I *Mw HANGER Nm*
H5 . -455#(Jacks Only) I HUS26 - 4 2751# -1286:00d tolyl
CONTRACTORS WARNING: MTS12 - -10000 1 HUS26 . f 3315# -1550 (16d 1ply
THIS TRUSS IS DESIGNED TO BEAR AN0/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHLIS48 - + 4299# -1660#00d 2ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT289 - -3786#(2 Each) (t0d)j HHUS48 - + 5tBO# -20000(16d 2ply
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT280 - -4455#(2 EaCh)j(j6d)j HGUS48 - + 6640# -21990(100 2ply
NS760 : -4688#lPer 2p y) I HGUS48 - + 8000# -26130t 1160 2ply
CS150 -1650#(Each) I HGUS5.5- +10350 -3945#(]6d 3ply
---- ----------------------------------------------------
REFERENCE HOLMES LUM13ER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
R=212# W=I"B
412 6"4
S C;;;-
2WAU
j2T
7'
R=526# W=3"8 R=73# W=I"B
TA? T40 SEQ: 17058
P . --TYP.-ALPINE DESIGN CRIT=TPI OTY 20 TOTAL 20 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTS, IWC_ TRUSSES AEGUIAE EXTREME CAM 08/31/95 TC LL 30.0 PSF REF
-FOR ANY 4ARNING IN HANDLING. EPECTIO14 AND
**IMPORTANT**SMALL NOT BE RESPONSIBLE
DEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS. OR ANY BRACING SEE HIO-91 BY TPI SEE THIS DESIGN TC DL 7.0 PSF DATE 08/31/95
FAILURE TO BUILD THE TRUSS IN CONFOnMANCE WITH GST88 BY Tr'I FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS APE MADE OF 20GA GALV STEEt MEETING ASTM QUIREMCMTS UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF OAWG
A446 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD S14ALL BE LATERALLY BRACED WITH PROPER
0 1 . 5606 0.0 PSF RAG
TRUSS AND UM&ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD : W : BC LL -
CONNECTORS PER DRAWINGS 130. 150 9 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 7-0-0
t CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEEA'S ALPINE TECHNICAL UPDATE 17/1/90 FOP PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS OUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR E'r6 0.1
UTE. NOS - 1991 NATIONAL DESIGN SPECIF " _"—1 - SPACING 24. ITYPE JACK
Job: 14-3611) LOT I J 7*0 END JACK St THIS OWS. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS HFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x4 SP #2 N UPLIFT �81. 200 200 2600
WEBS 2x4 SP 13 BRG.LOC F I : 0.00 5.63 5. 3
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.'
WIND SPEED - tOO.00 MPH. MEAN HEIGHT - 15.00 FT.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 41991 SBC)
REACTION OF 190.70. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. t+I-Gravity (-J-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
NNN UPLIFT mmm HUS26 . *m;m HANGER mxm
CONTRACTORS WARNING: H5 -4550(jacks Only) 151: :115296:,,160dd i ly
THIS TRUSS is DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS HIM - -1000# HUS26 - + 33 15 So Iply
AT SPECIFIC LOCAT IONS. PARTICULAR CARE IS ADVISED OWING NTS12 000 E:,ch 48 - + 4299f -1660: 10d 2vjV
288 :2
3786:,2
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NTT 2 E hl 110di =48 - + 5iso 2000 i6d 2p y
MTT286 -4455#12 Each 166 MAIS48 - + 6640: --21990 10d 201V
NST60 :46880 Per 2ply) HGUS48 - + 1900 l6d 2ply
CS150 t65 1EaChj HGM5.5-_+11339: :23695405#8116d 3plyl
WF-E-R-E-N-C-E--- ---S-HE-E--T-F-O-R-L-)-PL--IF--T-/"--A-NG-E--R--DE--TAILS
R=191# W=1"8
5-4-
_+12*6*4
In
T
1 0 7
u
—5'7"8
1.5X3
R-264# W=3"8 R=740 W=1"8
TA?. T41 SEG* 68519
PL TYP.—ALPINE DESIGN CAIT-TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PWDUCTS. INC. TRUSSES REWIRE EXTREME CAM 12101194 TC LL 30 .0 PSF REF
IMPORTANT*x swu%a, K qE~taLc Fon sm., WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-01 BY 7PI. SEE IRIS DESIGN TC DL 7 .0 FTSF DATE 12/01/94
FAILURE 10 BUTILD IRE TRUSS IN CONFOSIM&MCE WITH OSTOG By tPI- FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECTOR$ARE WAGE OF 200A GALY. STEEL MEETING AGIN OUIAEMENtS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG
A446 on I EXCEPT AS NOTES. APPLY CONRECtORS,TO EACH FACE OF CHOM SHALL BE CATERALLY GRACED WITH PROPER z S
> . 5606 BC LL 0 .0 PSF RAG
TRUSS AND UO&ESS OTHERWISE LOCATED ON THIS DESICK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD : K
tommECIORS PER 0MV14GS $30. 150 9 %GOA,-F. DESIGN STANO&WS WITH PROeEFILY ATTACHED RIGID CEILING-- SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 5-7-8
t CONFOAN W/APPLICAK9 PROVISIONS OF NOS 9 TPI. AN ENOtNEEA*S ALPINE TECHNICAL UPDATE fl/l/911 FOR Pp4pER
SE&I ON IRIS DRAWINS Mft%ES 10 THE COMPKMNT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 AID OURYAC. 1 .33
IN ONLY. AM IIHALL NOT BE MIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. EPP **
.--IPI - RWAq P1 ATF ItAillum- wis- i2as NATION%DEST sm-CIFIC4TION top VOW CONSTRUCTION --I Mw,"" ISPACING ;3A-n ITYPF: )ack
Job: (5-2581) LOT 106 / J 5*0 CORNgR JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA.
TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CON14ECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT ILB
TI: 0230 200 200
WEBS 2x4 SP 12 N BRG.LOC F : .00 5.00 5.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100,00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ---------------------------------------------------------------
REACTION OF 133,72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
M-Gravity (A-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. mx* UPLIFT OWN I MAN HANGER No*
H5 -455#(Jacks Only) I HUS26 4 2751# -t2ffif 10d Sply
CONTRACTORS WARNING: MTS12 -tOOO# I HUS26 * 3300 -1
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -2000#(2 E Chi (10d)l HHUS48 + 4299# -1
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -3786#(2 E:Ch HHUS48 4 51800 -2
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -4455#(2 EaCh) (16d)l HGUS48 + 66400 -2199#(10d 2ply
MST60 -46880IPer 2ply) 1 HGUS48 4 80000 -2650#(16d 2plyl
CS150-----1650#-EaCh)-------I__HGUS5,5- 4113350--39450(160-3ply)
----- ------ ----- -------- ------- ---------- -----
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
R=134# W=I"B
12'6"4
6
--r— 2WAI)_",7 cli
4"3 10'
5*
R=445# W=3"8 R=44# W=I"8
TAY.= TOO SEG: 17060
PL TY .—ALPINE DESIGN CRIT=TPI OTY - 12 TOTAL - 12 AEV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPF EXTREME CARE 08/31/95 TC LL 30.0 PSF REF
**IMPORTANTNI(SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN MAM[XING.- EPECTION AND w". "
DEVIATION FnOM THIS DESIGN On THESE SPECIFICATIONS. On ANY BRACING. SEE HIO-91 BY TPI SEE THIS DESIGN TC DL 7 .0 PSF OATE 08/31/95
FAILURE TO BUILD THE TTIUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PE"MANENT OnACING nE us
ALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM QUIREMENTS UNLESS OTHERWISE INDICATED. TOP K DL 10.0 PSF ORWG
A446 CA 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
I . BC LL 0.0 PSF RAG
TRUSS A140 UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD A
t CONNECTORS PER DRAWINGS t3O. 150 t t5OA-F DESIGN STANOAADS WITH PROPERLY ATTACHED RIGID CEILING - SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 5-0-0
COWOM W/APPLICASLE PROVISIONS OF NOS 9 TPI A14 ENGINEER'S ALPINE TECHNICAL UPDATE t?/1/91) FOP PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 0 Rio OUR.FAC. i .33
ON CONTRACTOR
IN ONLY4 AND SHALL NOT OF RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS VRECTJ E EVC,
tPI 'A N ISPACING 24 0" ITYPF JACK
Job: (4-3611) LOT I J 3-3 ENO JACX THIS DWG. PREPARED FROM COMPUTER INPUT ILOAOS & DIMENSIONS] SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOY CHORD 2x4 SP 02 N UPLIFT JLBJ: 230 200
WEBS 2x4 SP 03 BRG.LOC FT : 0.00 3.00
UPLIFT BASED ON tO.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SOO
------- ------- -- ----- ------------- ------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------TYPICAL-SIMPSON-OR-EGUAL-UPLIFTMANGER-REOUIREMENTS------
(+)-Gravity (-)-Uplift
---------------------------------------------------------------
WAIT UPLIFT umm I mm* HANGER Num
H5 - -4550(jacks Only) I HUS26 27510 -12 6 Od 1plyj
1 -158 :111d I ly
NTS12 -10000 HUS2 50 1
11151
NTS12 E + 42990 -16800 lod 2ply
MTT;288 oo:'22 E ch, HHUS48 + 51800 -20 00
:230786 10di f6d 2ply
MTT286 4455112 Each 16d HGLIS48 + 66400 :21998 10d 2ply
NST60 -466ES: Per 2p)Yl NGUS48 + 80000 _26500 16d 2ply
CS150 -1 lEach) I HGUS5,5-_+113350 39450 16d_3ply
---- ---- --------------------- ------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
2 2X2 T
X2
6 rp:-
2X4(A"I)
V3 El
.5X�3
�_2 —3-3-
R-3890 W-3"8 R=69# W-3"
TA�. T42 SEO: 68522
PL TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PADOUCTS, 114C TRUSSES REQUIRE EXTREME CAM 12/01/94 TC LL 30 .0 PSF REF
IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-93 BY TPI. SEE THIS DESIGN
Iss TC DL 7 .0 PSF DATE 12101194
FA LURE 10 BUILD THE TRUSS IN CONFORMANCE WIT"OSIBB BY TPI+ FOR ADDITIONAL SPECIAL PERMANENT BAACING FIE
ALPINE CONNECTOR$ARE MADE OF 20GA GALV. STEEL MEETING ASTN OUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF QRWG
A446 CA 9 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL SE LATERALLY BRACE0 WITH PROPER z 5606
IAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0.0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 6 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LO. 47.0 PSF O/A LEN. 3-3-0
CONFORM WAPPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 97/1/911 FOR PROPER NE
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS "1 0 RID OUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIE0 UPON IN ANY OTHER WAY. BESTOW TO THE TRUSS ERECTION CONTRACTOR
tPI , Imllj.D ATE THST I TUTF. NOS - I99t MATTO!�t OFSTI:N SPUC ETEATION FOR WOOD CONSTAIrTION 10" SPACING 24.0" ITYPE aCk
Job: (5-2581) LOT 106 / J 3'0 CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT ILOA13S 6 DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT ILS): 0220 200 200
WEBS 2x4 SP 02 N BRG,LGC FT): .00 3.00 3.00
UPLIFT BASED ON J0.00 PSF TOTAL DEAD LOAO� (t991 SOCI
WIND SPEED - 100 MPH._MEAN_HEIGHT_-_15,00_FT, ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM -----------------?0----- ---- ------ - ----- ------------------
REACTION OF 37.26. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER PEOUIREMENTS
(+)-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL SPACING AT 24' O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNW UPLIFT OWN I K** HANGER NNN
H5 . -455#(Jacks Only) I HUS26 + 275if -t286'('O
CONTRACTORS WARNING: MTSf2 - -10000 1 HUS26 + 33150 -15501(163 1100'1 yy I
THIS TRUSS IS DESIGNED TO BEAR ANO/OA SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 + 42990 -16600(10d 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OWING MTT288 - -37060(2 Each) (1001 HHUS48 4 51801 -2 00 16 2 1
INSTALLATION TO ENSURE THAT THIS TAWS IS ERECTED PROPERLY. MTT20B - -44550(2 Each) (16d)l HGUS48 + 66400 -2 1IOdd 2D IY'
MSTSO - -468BOtPer 2ply) I MGUS48 + 8000# -2650 160 2ply
CS150 - -16500(Each) I HGUS5,5- +113350 -3945:1160 3plyl
----------------------------------- -- -------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEP DETAILS
R=370 W=i"B
11'6*4
6 P;-
2X4(A I)
4,"3
2' —3'
R=384# W=3"8 R=14# W=1"8
TAG T51 SEQ: 17062
PLT. TYP.-ALPINE DESIGN CRIT-TPI GTY - 12 TOTAL - 12 REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC TRUSSES AEOUIRE EXTREME CARE 08/31/95 TC LL 30.0 PSF REF
X*IMPORTANT**s-,,LL mat-sE nespomim ron&my WARNING IN HANDLING, ERECTION AND ,%i 1 1",
DEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS. On ANY OnACING SEE HtB-91 By YPI SEE THIS DESIGN TC OL 7.0 PSF DATE 08/31/95
FAILURE TO BUILD THE TRUSS IN CONFOWANCE WIT"OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUtAEMENTS UNLESS OTHERWISE INnICATFO. TOP BC DL 10.0 PSF DRWG
8PACEO WITH PROPER z
A446 GA 5 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 5606 BC LL 0.0 PSF RAG
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 813TTOM CHORD
N
CONNECTORS PEA DRAWINGS i3Q. 150 L 160A-V DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE Of TOT.LD. 47.0 PsF O/A LEN. 3-0-0
t CONFORM W/APPtICABLE PROVISIONS OF NOS 6 IPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/911 FDA PROPER
SEAj A COPY OF THIS 0 Rio OUR.FAC. 1 .33
ON T141S DRAVING APPLIES To It* COMPOWNT DEPICTED HERE DRYWALL APPLICATION. FURNISH
IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONT I el
IN ONLY. AND SHALL NOT BE RELIEO UPON EPP
JL—*-.-,Pi I I ISPACING 24.0 ITYPE JACK
Job: (4-36ill LOT / J 1*3 COR JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS1 SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N NNWARNINGNN AN UPLIFT REACTION OF -1500 OCCURED ON A
ROT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIREO.
WEBS 2x4 SP #2 N
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT (LB : 290 200 200
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FTI: 0.00 1.25 1.25
REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER AEOUIREMENTS
(+)-Gravity F)-uplift
CONTRACTORS WARNING: ---------------------------------------------------------------
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS **N UPLIFT KNN N HANGER mm*
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 . -4550(jacks Only) I HUS26 - +*2N7510 -1286# Od 1p y
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NTS12 - -1000# HUS26 - + 33150 -15500 16d 1ply
NTS12 - -20000(2 E:ch HHUS48 AA + 42990 -1660 10d 2ply
MTT288 - -37860(2 E ch JOdj1 HHUS48 - + 51800 -2000: 16d 2ply
MTT288 - -44550(2 Eachl 11601 HGUS48 - + 66400 -21990 10d 2ply
NST150 - -468BO(P:r 2ply) HGUS48 - + 80000 -26500 16d 2ply
CS150 AA -1650#(E ch) I HGUS5.5- +113350 -39450 16d 3ply
- -------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
6 p- -19'7"12
2X4(A I) ITO
4*3
2 1 3
A-4410 W=3"8
TA�. 749 68rJ000
PL TYP.-ALPINE DESIGN CRIT-TPI- 0TY 2 TOTAL AM 2 REV. 17.2m EKE As
NGINEEK0 PRODUCTS. INC TRUSSES REOUIRE EXTREME CAM TC LL 30.0 PSF REF
K X I 14PORTANT*K S'H'AL"L*.,T K RESPONSIBLE Fan Amy' WARNING IN HANDLING. (RECTION AND 05/04/95
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY IPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 05/04/95
FAILURE TO BUILD 101 TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE
A PINE CONNECTOR$ ARE MADE OF 200A GALV. STEEL 04EETING ASIR OUIREMENTS. UNLESS 0114ERVISE INDICATED. TOP BC DL 10.0 PSF ORWG
A446 GO 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD$HALL BE LATERALLY SPACED WITH PAIDPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD K LL 0.0 PSF RAG
0 ofl THIS
PY
THUGS ERECTION CONTRACTOR.
CONNECTORS PER DRAWINGS 130. 150& IGOA-F. DESIGN STANDAP48 WITH PROPERLY ATTACHED RIGID CEILING --SEE
CONFORM W/APPLICAKI PROVISIONS OF HOG A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/211 FOR PROPER STATE OF -z TOT.LD. 47 .0 PSF O/A LEN. 1-3-0
BE" Off THIS DRAWING APPL IES TO THE COMPONENT DEPMEO HERE ORSYMALL APPLICATIOM. FURNISH A C Onto IDUR.FAC. 1 .33 1 1
IN ONLY. AND$HALL NOT BE RELIED UPON IN MY OTHER WAY. )E to,To I, E!f�,,
TAL)C-;PI AT! 1M"11U!!. Of MAT!qNAL )DO ISRACING 24.0* ITYPE jaCk
Job: 15-2581) LOI 106 / J 1-0 CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS &_DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N NNWARNINGIIN AN UPLIFT REACTION OF -2260 OCCURED ON A
GOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE SPECIAL CONNECTION OR MANGER IS AEOUIPED.
WEBS 2x4 SP 12 N
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT ILBI: 270 200 200
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC F T): 0.00 1.00 1.00
REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL SPACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REGUIPEMENTS
(fl-Gravity (-)-Uplift
CONTRACTORS WARNING: ---------------------------------------------------------------
THIS TRUSS IS DE S IGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS on* UPLIFT N*m I **x HANGER WNW
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 . -455#(Jacks Only) I HUS26 - 27510 -12860(10d 1ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -10000 1 HUS26 - 3315f -15500 l6d 1plyl
MTS12 - -20000(2 E ch) I HMUS48 - + 4299#
MTT289 - -37860(2 E:ch)
I HOW I HHUS48 - 4 51800
MTT28B - -4455#(2 Each 1601 HGUS48 - + 66400
MSTSO - -4688#(Per 2ply) HOUS48 - + 80000 -2650# Ifid 2ply)
CS150 - -1650#(Each) HGUS5*5- +113350 -39450116d 3ply)
------------------ --- ------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGEA DETAILS
FX4 (A 0 10 3 10*6*4
4"3 10'
2' 1 .
R=505# Wzm3"8
TAG.= T52-ALPINE SEO: 17064
ZLT TYP. DESIGN CRIT=TPI QTY = 12 TOTAL 12 REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 08/31/95 TC LL 30 .0 PSF REF
**IMPORTANT**SHALL NOT 13F RESPONS113LE FOR ANY WARNING IN HANDLING. ERECTION AND oIll.
DEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS. OR ANY BRACING SEE NIB 91 BY TPI SEE THIS DESIGN % TC DL 7.0 PSF DATE 08/31/95
FAILUnE TO BUILD THE TRUSS 'Ps ,
IN CDNFOnMANCE WITH OST88 BY TPI FOn ADDITIONAL SPECIAL PEPMANENT SPACING nE 11
ALPINE CONNECTORS ARE MADE OF POGA GALV. STEEL MEETING ASTM GUIREMENTS UW EBB OTHERWISE INDICATED, TOP BC OL 10.0 PSF DRWG
A446 GA 9 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH POWER 5605 RAG
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF
COWCTOPS PEP DRAWINGS 130. 150 9 160A P DESIGN STANDARDS WITH PROPERLY ATTACHED qIGIO CEII ING SEE STATE OF TOT.LD. 47 .
t CONFORM W/APPL ICABLE PROVISIONS OF NOS C TPI� AN ENGINEEFI*S ALPINE TECHNICAL UPDATE t7/1/911 FOR PPOPEA PSF O/A LEN. 1-0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS GRI 'q QUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE FIELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. EVOS
0--TPI .TRUSS PLAmjMSIIIUIE. mm- S29 SPACING 24-0" ITYPE JACK
Job: (5-2581) LOT 105 / J 7'0 HIP JACK THIS OWS. PREPARED FROM COMPUTER INPUT (LOALS G DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT ILB): 510 210 200
WEBS 2X4 SP 03 BAG,LOC (FT): 0.00 9.90 9.90
TRUSS DESIGNED FOR 100 00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC)
REACTION OF 337.19. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (A-Uplift
SETBACK. CORNER JACKS HAVE NO WEBS. ---------------------------------
WON UPLIFT NOW I NOW HANGER NOW
A RIGID CEILING OR CONTINUOUS LATERAL BRACING At 24- 0,C. H5 -455#(Jacks Only) HUS26 + 27511 -1286# 10d IP Y1
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -10000 i HUS26 + 33150 -1550f 16d III y
MTS12 -2000#(2 Each) I HHUS48 f 429901 -16600 10d 2ply)
CONTRACTORS WARNING: MTT288 -3786#(2 Each) (1001 HHUS48 + 51800 -20000(16d p
I'I yl
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MT7288 - -4455#12 Each) 116611 HGUS48 - + 6640f -2199# Od 2ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500 6d 2ply
INSTALLATION TO ENSURE IHATJHIS TRUSS IS ERECTED PROPERLY. CSt5O__---1650#(Eachl-------I__HGUS!:!:_!!! 35;0 - I
----- - ------ ---- ---
REFERENCE HOLMES LUMBER DETAIL SHEET FOR U
12 # F, YA45E N S
12 10 4
77
1+12
I 5X_31
4.24 C:---
2X4 (A I)
4 1*3 1.bX4 &L9
2'9 15 9' 10 13
4'2 15 -I - 5 9 6
INN 4
R=563# W=4"15 - 123# R=285# W=I"8
T TAG T53 SEQ: 17066
p T. TYP.-ALPINE DESIGN CRIT=TPI OTY - 6 TOTAL 6 AEV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC ;PUSSES PEOUIPE EXTREME CAPE 08/31/95 TC LL 30 .0 PSF REF
IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING N HANDLING. ERECTION AND oit 1""
THIS DESIGN On THESE SPECIFICATIONS. OR ANY BRACING SEE H19 91 BY TPI SEE THIS DESIGN TC OL 7 .0 PSF DATE 08/31/95
IME]CA
RE
ON ANO
DEVIATION FROM S DES'GN
'S
RE
FAILU11F 10 BUILD THE T"S IN CONFORMANCE WITH OSTOB BY TPI FOP ADDITIONAL SrECTAL PERMANENT SnACINC nE
ALPINE CONNFC7ORS APE MADE OF POGA GAtY. STEEL MEETING ASTM OUIREMENTS UNIESS OTHFAVISE INDICATFO. TOP 13C DL 10 .0 PSF Df;WG
APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WIT, P:OPER - s
A446 CA 9 EXCEPT AS NOTEO� H A 5606
ON�
HORD BC LL 0 .0 PSF RAG
tRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED Pt YWDOO SHEATHING, BOTTOM CHORD
SE
CONNECTORS PER DRAWINGS 130. 150 C 16OA-F DESIGN STANOAAOS WITH PROPERLY ATTACHED RIGID CEILING - SEF STATE OF TOT.LD. 47. PSF O/A LEN. 9-10-13
A P A
A
OF THIS LORIO
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HIRE DRYWALL APPt IIAIIOM IURNISP A COPY OP RTH I S kt" DUR.FAC. 1 .33
A WAY. DES.. TO THE tRUSS ERECTION CONTRACTO
BE RELIED UPON IN ANY DINE
t CONFORM O/APPLfCABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER S ALPINE TECHNICAA UPDATF (7/1/91) FOP EEVf
IN ONLY. AND SHALL NOT 1N
ON ACING SEE ARnVF TYPF JACK
_--TPI-- TAM PLATE INSIITUTF. NOS - 1291 NATIONAL DESIGN SPECII STRUCTION LSF I I I
Job: (4-3611) LOT _/ J 3'3 HIP JACK THIS OWG. PREPARED FROM COMPUTER INPUT_ ILOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR..
TOP CHOnO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
�BOT CHORD 2x4 SP 02 N UPLIFT ILBI: 340 200
NESS 2x4 SP 03 8RG.LOC F71: 0.00 4.35
TRUSS DESIGNED FOR 100.00 APH WIND. t5.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF (BOTTOM).
THIS HIPJACK 15 DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
SETBACK. CORNER JACKS HAVE NO WEBS, ---------------------------------------------------------------
TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL GRACING AT 24' D.C. M-Gravity (A-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
umm UPLIFT mm N HUS26 *N;w HANGER NNN
H5 -455#(Jack. Only) 7510 -1286: 10d 1gly
MYS12 -10000 HUS26 + 3315# -1550 16d Y
NTS12 12 Each) HHUS48 + 4299 _'6600 10d 2ply
MTT;288 :23070006: 2 Each l0dj HHUS48 4 5180: -2?000 16d 2ply
NTT288 -4455f(2 Eachl 1160 HGUS48 + 66408 -2 990 10d 2ply
MSTSO -46800 rer 2ply) HGUS48 + 80000 -26501 160 2ply
CS150 -16501 Each)..........HGUS5'5- +113351 -39450116d_3plyl
----- -------- ------------------ -----
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEA DETAILS
137#
m
If- 7 5 2
4.24 p;-,
--r– 2X4 (A I)
4"3 -A-&Lg,
__KF
1.5X3
�__2'9" 15 4'7"2
—4*7"2
R=4530 W=4"15 R=900 W=3"
TA?. T48 SEO: 68580
PL TYP.–ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PAOMICTS. INC. TWISSES WIRE EXTREME CAM 12101194 TC LL 30 .0 PSF REF
XX IMPORTANTXX SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN =NO. ERECTION AND "0'0I,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE Hie-9i ay TPI. SEE mis Cum TC DL 7 .0 PSF DATE 12/01/94
FAILUAE TO WILD THE 16"S IN COWORMANCE WITH USIBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT GRACING RE
ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP 8C DL 10.0 PSF QRWG
A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER 5606
ISMS AND UNLESS OTHERWISE LOCAI(O ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CROW M = BC LL 0.0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 9 IGOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF
CONFORM M/APPLICABLf.PAOVISiDkS OF NOS C TPI. AN ENGINCER*5 ALPINE IECIINICAL UPDAII 1711/go ran Poomn TOT.LD. 47.0 PSF O/A LEN. 4-7-2
SEAL ON THIS DRAWING APPLIES TO 101E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FLNINISM A COPY OF IMIS Lonto DUR.FAC. 1 .33
IN ONLY. AM SMALL NOT BE RELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR INE-as
-.TPI IRk'jq P1 ATF INSTITUTF, MCS - 1991 NATIONAL nF9I!LN EfItCIFTCATION FOR WOOD CONR�,_�� ISSPACING SEE ABOVE ITYPE jaCk
Job: (4-3611) LOT / J 7'0 TRAY ENO JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
ROT CHORD 2X 4 SO 02 M UPLIFT �B 310 200 200
FTJ:
WEBS 2x4 SP 03 BRG.LOC : 0.00 7.00 7.00
UPLIFT BASED ON tO.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 11991 SOC)
REACTIONOF 257.44. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING At 24' D.C. M-Gravity 1-1-uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
WSW UPLIFT * I;- HANGER ...
':. 0.1y) HUS26 751f -1 :
CONTRACTORS WARNING: H5 . -4550(dac 286 1'Od 'P'Y
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 14TS12 - -iOOOf HUS26 + 33f5f -1550 f6d ly
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 - -20000(2 E chh, HHUS488 + 42990 -1660f 10d 21pp I y
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860 2 :Ch ,DO, HHUS4 4 51800 -2000: j6d 2ply
MTT288 - -4455f 2 Each 6d HGUS48 + 66400 -2199 Od 2ply
MSTSO - -4688#lPeEr 2ply) HGU548 + 80001 -26500 16d 2ply
C5150 - -16501 ch) HGUS5.5- 4113350 -39450 16d 3plVl
------------ ------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
R=257# W=1"8
1'6"4
1.5X3
rd
6
2X4(A 0
4'3
3 ........
4X5(R)
2 4-3-13 2'8"8
7-
R=526# W=3"8 R=27# W=1"8
TA� T43 SEO: 68570
PL TYP.-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL 4 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTS INC TRUSSES PEOUIAE EXTREME CARE 12101194 TC LL 30 .0 PSF REF
X IMPORTANTXX SHALL NOT If RESPONSIBLE FO*A ANY' WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. ON ANY BRACING. SEE HIG-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/01/94
FAILURE TO 13UILD THE T"S IN COWOF04ANCE WITH OSTeG BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE NAM OF MA DALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OT14EPWISE INDICATED. TOP BC DL 10 .0 PSF ORWG
[A446 OR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
?RUSS AND LO&ESS 0104ERNISE LOCATED ON THIS DESIGN, POSITION LY ATTACHEO PLYWOOD SHEATHING. BOTTOM CHOm 5606 BC LL 0.0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 9 18GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICASLE PROVISIONS OF NOS 6 TPt. AN[NrINEER'S ALPINE TECHNICAL UPDATE f7/1/911 FOR PROPER STATE OF TOT.LD. 47.0 PSF O/A LEN. 7-0-0
t -of),
SEAL ON THIS ORAMI APK IES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 A0.0 DUR.FAC. 1 .33
No I
IN ONLV..AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. EESS,ol
-TP MOS - 1291 NATIONAL OEStGN SPECIFICATION FOR HIM CQNSTqUCTIO4 ISPACING 24.0" ITYPE spec
Job: (4-3611) LOT / J 5'0 TRAY COR JACK THIS OWG. PREPARED FROM COMPUTER INPUT ILOADS & DIMENSIONS)-SUBMITTED BY TRUSS MFR
Top CHOPA) 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT ILB 200
TI: 0290 200
WEBS 2x4 SP 03 BRG.LOC F : .00 5.00 5.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILD114G (iggi SOCI
------- ------- -- ----- ------------- ------------
REACTION OF 170.38. ------TYPICAL-SIMPSON-OR-EOUAL-UPLIFTMANGER-REGUIREMENTS------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. M-Gravity (-I-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
UNIT UPLIFT WIN NXII HANGER NNm
CONTRACTORS WARNING: H5 - -455#(Jacks Only) HUS26 - 4 2751# -1286 Od 1plyl
TH15 TRUSS 19 DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 - -10000 HUS26 - + 3315: :1550 1 6d 1ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 000:,2 E:ch - + 4299 16601 f0d 2ply
T280 :2
3786 2 tod,
S
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. my E ch SIS - # 5180f -2000f 16d 2ply
NTT288 -4455112 Eachlmd HGUS48 - + 66400 -2199 d 2ply
MSTSO -46880IPer 2ply) HGUS48 - + 80000 -2650: 1160d 2ply
CS150 -1 Each) HGUS5*5-_+tl3350 -3945:011,6d 3ply
--------------- ---------------------- -----
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
R=170# W=1"8
i.5X3 10*6'4
6 E;;-
2X4(A 0
4*3
-=3 3 8,
4X5(R)
2' 4'3"8 01-6-1
5'
R-445# W=3"8 R=70 W-1"8
TAY T44 EG: 68 7
PL TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m RCALE -5o.i000
S. INC TRUSSES REQUIRE EXTREME CAM 12/01/94 TC LL 30 .0 PSF REF
X x I MPORT ANT K K AILHPAt[NLENfGNfGl9NEEER[AIESDPONPSImgLmExFTOA ANY' WARNING IN HANDLING, ERECTION AND
s
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN .. TC DL 7.0 PSF OATE 12101194
.,3xm
FAILURE TO WILD THE TAM IN CONFORMANCE WITH OSTOO BY TPI. FOR ADDITIONAL SPECIAL PEF04ANERY BRACING FIE I %`�
ALPINE CONNECTORS ARE MAN OF VOGA GALV. STEEL MEETING AGIN QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORWG
A446 OR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY OWED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C"DAD M BC LL 0 .0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF z TOT LD 47 .0 PSF m0/A LEN. 5-0-0
CONFORM W/APPLICAOLE PROVISIONS OF NOS 9 TPI. AN fNGINEfR*S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
1DUR!FA�. 1 .33 1
10 THE TRUSS ERECTION CONTRACTOR
IN ONLY. AND SHALL NOT K RELIED UPON IN ANY OTHER WAY. DESIGN
IPT , IM ljj�!TF_!N911 1UTF, WIS - 1991 ILATIONA! OFSTG�N IF IF ISPACING 24.0" ITYPE spec
ob: (4-3611 Job: (4-36111 LOT / J 3'0 TRAY COO JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G OUINSIONSI SUBMITTED 13Y TRUSS MFR
TOP CHORD 2x4 915P q;T TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 Sp 02 N
WEBS 2X4 SP #3 BOT CHORD 2x4 SP 02 N UPLIFT 270 200 200
F 1:
WEBS 2x4 SP 02 N BRG.LOC T : 0.00 3.00 3.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SOCI
THERE WERE 2 NAIL BEAR WIND SPEED - 100.00 MPH. MEAN HEIGHT - MOO FT. ENCLOSED
REACTION OF 374.56. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ---------------------------------------------------------------
REACTION OF 37-23. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REGUIREMENTS
A RIGID CEILING OR CONT114 14,)-Gravity (-)-Uplift
MUST BE PROPERLY ATTACHEC PROVIDE CONNECTION FOR 5300 AT HIGH ENO OF BOTTOM CHORD TO ---------------------------------------------------------------
CONTRACTORS PREVENT SLIDING. NNW UPLIFT N** *** HANGER x*v,
THIS TRUSS IS DESIC41ED TO H5 . -455#(Jacks Only) HUS25 - + 2751f -12860 Od 1p Y
AT SPECIFIC LOCATIONS. PA A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. MIS12 o -1000f HUS26 - + 33M -t5500 16d tply
INSTALLATION TO ENSURE TH MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HIS12 - -2000:(2 E:chhj ,j HHUS48 - + 42990 -1660: 10d 2ply
MIMI) - -3786 2 E Od) HHLIS48 - + 51600 -2000 16d 2pIv
CONTRACTORS WARNING: MIT288 - -44550(2 Eachl l6d) HGUS48 - + 6640f -21990 10d 2ply
THIS TRUSS IS DESIGNED TO BEAR AND/011 SUPPORT ADDITIONAL LOADS HS760 : -4688#lPer 2ply) HGUS48 - 4 80000 -26500 16d 2ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 -16500 Each) HGUS5.5- +113350 -39450 l6d 3ply
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEA DETAILS
R-37# W-J"S
Tj±�9-6-4
7—'KPr
1 2-1
8*8"2
2X4(K)
—T— 9124
4*3 4*3
3 Lv,
2 —3'
R-3840 W-3"8 R-140 W-1*8
TAG T47 T45 SEOL 68574
PLT. TYP.-ALPINE TYP,-ALPINE DESIGN CAIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m S A E -0.5000
ALPINE ENGINEERED PROCUCTS. INC. TRIMS AEGUIAE EXTREME CAM
XX IMPORTANT%*soxL mist nEsPoNsteLe roRAwv WARNING IN HANDLING, ERECTION AND 05/04/95 TC LL 30.0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY INIACING. SEE HIB-91 BY IPI. SEE THIS DESIGN
FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTS11 By TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE us TC OL 7 .0 PSF DATE 05/04/95
ALPINE CONNECTOR$ARE MAIN!OF 20GA GALV. 57FEL MEETING ASTM OUIPEMENT$. UNLESS OTHERWISE INDICATED. TOP 13C DL 10 .0 PSF DRWG
A445 CA 6 EXCEPT AS NOTED. APPLY CONNECIORS 10 EACH FACE OF CHORD SHALL K LATERALLY BRACED WITH PROPER
111"s AND UNLESS OTHERWISE LOCATED ON THIS OEStGK POSITION LY ATTACHED PLYWOOD SHeAT"ING. notiott CHOW 5606 BC LL 0 .0 PSF RAG
CONNECTOR$PER DRAWINGS 130. ISO 9 111GA-F. DESIGN STANDARDS WtIM PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF TOT.LD. 47 .0 PSF O/A LEN. 3-0-0
CONFORM W/APPLICADLE PROVISIONS OF WDS 9 TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE 17/f/111 FOR PROPER
SEAL ON THIS GRAVING APPLIES TO IsW COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 F110 OUR FAC
IN ONLY, AND 514ALL NOV K RELIED UPON IN ANY OTHER WAY. I DESIGN TO TIC TRUSS ERECtION CONTJlt�,Oik, - 1 .33
I __ " I TYPE
AuSq PIAIF INSTITUTE. ms- is9%MAII OM 0 1 v�, SPACING 24.0" ack
sprc!!ICATION FDA WOOD COPIST 1 11
IrINANCIA%.PPINTiNG C>~
Twice of commencemeat
(PREPARE IN DUPLICATE)
To whorn�It may concern:
The undersigned hereby Informs you that improvements will be made to certain real property, and In
accordance with section 713.13 of the Florida Statutes, the following information Is stated In this NOTItE
Or COM=NCzN3XT.
Description of property --------------------------------
--------- ------------------------------------------
According to plat thereof recorded in plat book L)j pages,:K�,-
--------------
;*f-- e current public 'reco as of Duval County Florida
General description of improvements ------------- -------M-------------------------------------
Construction of Single Family Residence with Garage on concrete slab
-------------------------------------------------------------
Centex Real Estate Corporation
Owner ----------------------------m-----------------------------------------------------------------------
6620 Southpoint Drive Suite 400 Jacksonville Florida 32216
Address -------------------------------------------------------------------------------------------------
Fee Simple
Owner's Interest In site of the improvement ----------------------------------------------------------------
Fee Simple Title holder (if other than owner)- ---------------------------------------------------------------
Name -------------------------------------------------------------------------------------------------------
Address --------------------------------------------------------------------------------------------------
same as owner
Contractor --- ---------------------------------------------------------------------------------------------
Address --------------------------------------------------------------------------------------------------
Surety (if Any) .-------------------------------------------------------------------------------------------
Addiess -----------------------------------------------------------------Amount of bond $--------------
Name and address of any person making a loan for the construction of the improvements.
Name ---------------------------------------------------------------------------------------------^------
Address -----------------------------------------:------------------------ ----------------------------
Name of pmon within the State of Florida, other thin himself, designated by owner upon whom notices or other documents
may be served:
Name -je!L�2k.21itah Title. ------------------------------- ------------
6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216
Address ------------ ---------ft--------------------------------------------------------------
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as
provided in Section 713.08 [2] [b], Florida Statutes. (Fill in at Owner's option).
Name ----------------------------------—------ -------------------------------ft-------------------------
Address --------------;------------------------------------------ ---------- -----------------------------
THIS SPACE FOR RECORDER'S USE ONLY
- - - - - - - - - - - - - - - - -
ellert Lloy WMNER
sworn to and subscribed before me this day of
by Albert Lloyd
f
who is personally known to me.
X
Notary Public - state of Florida
GWL HMT FLOW
MY COMMISSION#CC403222 EXPIRC
August 25,1998
Aol
BONDFn THRIJ TROY FAIN
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 97 .4
DCA Form 60OA-93
or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100
I --------------------------------------X-- j
The maximum allowable EPI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I-------------X------- I
INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30
Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1
R 0 R-7
Wall R-Value. . . . . . . . . 11.0 1 --------------------X1
R 0 R-19
Floor R-Value. . . . . . . . . 0.0 Ix-------------------- I
AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0
SEER. . . . . . . . . . . . . . . . . . . . . . 10-0 Ix-------------------- I
HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0
Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I
WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96
Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1
0.54 0 .90
GasEF. . . . . . . . . . . . . . 0.00 1 --------------------- 1
0.40 0.80
SolarEF. . . . . . . . . . . . . . I --------------------- I
OTHERFEATURES. . . . . . . . . . . . . .
s e o o o o o a a G * o o e o s * o 6 6 o e e a a o e 6
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Addre s s tq�-O�-x)LM-co;4-4 -Signature: Date:
city/z 3 Z/ (.
Florida Ehergy Code for Building Construction - 1993
Florida Department of Community Affairs FL-EPL CARD93
Department of Community Affairs SN: 5411
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Whole Building Performance Method A NORTH
PROJECT NAME: 106 SL 2 BUILDER: CENTEX
AND ADDRESS: 1625 LINKSIDE DR N PERMITTING CLIMATE
ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1
OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100
CK
1. New construction or addition 1. New Construction
2 . Single family detached or Multifamily attached 2. Single-Family
3. If Multifamily-No. of units 3. 0
4 . If Multifamily, is this a worst case (yes/no) 4 .
5. Conditioned floor area (sq.ft. ) 5. 1647 .00
6. Predominant eave overhang (ft. ) 6. 1.00
7 . Porch overhang length (ft. ) 7 . 0 .00
8. Glass area and type: Single Pane Double Pane
a. Clear Glass Ba. O.Osqft 170.00sqft
b. Tint, film or solar screen 8b. O.Osqft 0.00sqft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sqft
b. Adjacent: 2. Wood frame (Insulation R-value) lOb-2 R=11.00, 197 .00sqft_
11.Ceiling type area and insulation:
a. Under attic ( Insulation R-value) lla.R=30.00 , 1658.00sqft_
12 .Air distribution systems
a. Ducts (Insulation + Location) 12a. R= 6 .00 uncond
13.Cooling system 13. Type: Central A/C
SEER: 10.00
14 .Heating System: 14 . Type: Heat Pump
HSPF: 6.80
15.Hot water system: 15. Type: Electric
EF: 0.90
16.Hot Water Credits: (HR-Heat Recovery, 16.
DHP-Dedicated Heat Pump)
17 .Infiltration practice: 1, 2 or 3 17 . 2
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19. 97 .42
a. Total As-Built points 19a. 28939.75
b. Total Base points 19b. 29706. 04
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
I Hereby certify that the plans and Review of the plans and specifications
specifications covered by this calcu- covered by this calculation indicates
lation are in compliance with the compliance with the Florida Energy
Florida Energy Code. Code. Before construction is completed
this building will be inspected for
PREPARED BY: NJUV compliance in accordance with Section
DATE: <- 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: CQthp CQ�
BUILDING OFFICIAL:
DATE: -a-9 - DATE:
Department of Community Affairs SN: 5411
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Whole Building Performance Method A NORTH
PROJECT NAME: 106 SL 2 BUILDER: CENTEX
AND ADDRESS: 1625 LINKSIDE DR N PERMITTING CLIMATE
ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1
OWNER: CENTEX PERMIT NO. IJURISDICTION NO.261100
CK
1. New construction or addition 1. New Construction
2. Single family detached or Multifamily attached 2 . Single-Family
3. If Multifamily-No. of units 3. 0
4 . If Multifamily, is this a worst case (yes/no) 4 .
5. Conditioned floor area (sq.ft. ) 5. 1647 .00
6. Predominant eave overhang (ft. ) 6. 1 .00
7. Porch overhang length (ft. ) 7 . 0 .00
8. Glass area and type: Single Pane Double Pane
a. Clear Glass Ba. O. Osqft 170.00sqft
b. Tint, film or solar screen 8b. O.Osqft 0.00sqft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter) 9a.R= 0. 00 , 169.00 ft
10.Net Wall type area and insulation:
a. Exterior: 2 . Wood frame (Insulation R-value) lOa-2 R=11 .00, 995.00sqft_
b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sqft_
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value) Ila.R=30.00 , 1658.00sqft_
12 .Air distribution systems
a. Ducts (Insulation + Location) 12a. R= 6.00 uncond
13.Cooling system 13 . Type: Central A/C
SEER: 10.00
14 .Heating System: 14 . Type: Heat Pump
HSPF: 6.80
15.Hot water system: 15. Type: Electric
EF: 0.90
16.Hot Water Credits: (HR-Heat Recovery, 16.
DHP-Dedicated Heat Pump)
17 .Infiltration practice: 1, 2 or 3 17 . 2
18.HVAC Credits (CF-Ceiling Fan, CV-Cross ventr 18. CF
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points) 19 . 97 .42
a. Total As-Built points 19a. 28939.75
b. Total Base points 19b. 29706.04
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
I Hereby certify that the plans and Review of the plans and specifications
specifications covered by this calcu- covered by this calculation indicates
lation are in compliance with the compliance with the Florida Energy
Florida Energy Code. Code. Before construction is completed
this building will be inspected for
PREPARED BY: QA/L&-apow compliance in accordance with Section
DATE:- 'k- D-9 -5<_ 553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: BUILDING OFFICIAL:
DATE:- DATE:
SUMMER CALCULATIONS
BASE AS-BUILT
GLASS----------------
ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS
-------------------------------------------------------------------------------
N 92 . 00 65.8 6053.6 DBL CLR N 18 . 0 38.3 .94 648.0
DBL CLR N 18 . 0 38.3 .94 648.0
DBL CLR N 20.0 38.3 .94 720.0
DBL CLR N 18.0 38.3 .94 648.0
DBL CLR N 18.0 38.3 .94 648.0
S 24 .00 65 .8 1579.2 DBL CLR S 24 .0 66.2 .91 1445.8
W 54 .00 65 . 8 3553.2 DBL CLR W 15.0 79.7 . 95 1135.7
DBL CLR W 15.0 79.7 .95 1135.7
DBL CLR W 12 .0 79.7 .95 908.6
DBL CLR W 12 . 0 79.7 .95 908.6
-------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
--------------------------------------------------------------- -------------
. 15 1, 647 .00 170.00 1.453 11, 186.00 16,255.89 8,846.60
--------------
NON GLASS------------
AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 995 . 0 .9 895 .5 Ext Wood Frame 11.0 995.0 1.70 1691.5
Adj 197 . 0 .7 137 .9 Adj Wood Frame 11 .0 197 .0 .70 137 .9
DOORS----------------
Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1
Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1
CEILINGS-------------
UA 1507 .0 .6 904 .2 Under Attic 30.0 1493.0 .60 895.8
Under Attic 30 .0 165.0 .60 99.0
FLOORS---------------
Slb 169.0 -37 .0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962 .8
INFILTRATION---------
1647 .0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0
TOTAL SUMMER POINTS 25,289.71 18,015.22
TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
25,289.71 . 37 9, 357 . 19 1 18,015.22 1.00 1. 100 .340 .860 5,794 .42
WINTER CALCULATIONS
BASE AS-BUILT
GLASS----------------
ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS
-------------------------------------------------------------------------------
N 92 .00 -10.6 -975.2 DBL CLR N 18 .0 7 .3 1.09 143.2
DBL CLR N 18.0 7 .3 1.09 143.2
DBL CLR N 20. 0 7 .3 1.09 159. 1
DBL CLR N 18.0 7. 3 1.09 143.2
DBL CLR N 18.0 7 .3 1.09 143.2
S 24 .00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654 .3
W 54 . 00 -10. 6 -572 .4 DBL CLR W 15.0 -9 .2 .85 -117 .3
DBL CLR W 15.0 -9.2 .85 -117 .3
DBL CLR W 12 .0 -9.2 .85 -93.8
DBL CLR W 12 .0 -9.2 .85 -93.8
-------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
. 15 1,647 .00 170.00 1.453 -1,802.00 -2,618.73 -344.57
NON GLASS------------
AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 995 .0 2 .2 2189 .0 Ext Wood Frame 11.0 995.0 3.70 3681.5
Adj 197 . 0 3 . 6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2
DOORS----------------
Ext 21 . 0 12 . 3 258. 3 Ext Insulated 21.0 8.40 176.4
Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2
CEILINGS-------------
UA 1507 .0 1.2 1808.4 Under Attic 30 .0 1493.0 1.20 1791.6
Under Attic 30 .0 165.0 1.20 198.0
FLOORS---------------
Slb 169.0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177.2
INFILTRATION---------
1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187.8
TOTAL WINTER POINTS
16,254 .27 21,793.33
TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
-------------------------------------------------------------------------------
16,254 .27 .55 8,939.85 1 21,793. 33 1.00 1. 100 .500 1.000 11,986.33
WATER HEATING
BASF, AS-BUILT
NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL
BEDRMS RATIO MULT
-------------------------------------------------------------------------------
3 3803. 0 11,409.00 40 .90 1.000 3719.7 1.00 11, 159.00
SUMMARY
BASE AS-BUILT
COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
-------------------------------------------------------------------------------
9357 .2 8939.8 11409.0 29,706.04 5794 .4 11986. 3 11159.0 28,939.75
EPI 97 .42
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 97 .4
DCA Form 60OA-93
or Form 60OB-93
0 10 20 30 40 50 60 70 80 90 100
--------------------------------------X-- j
The maximum allowable EPI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I
INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30
Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1
R 0 R-7
Wall R-Value. . . . . . . . . 11.0 1 --------------------X1
R 0 R-19
Floor R-Value. . . . . . . . . 0.0 Ix-------------------- I
AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0
SEER. . . . . . . . . . . . . . . . . . . . . . 10-0 Ix-------------------- I
HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0
Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I
WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96
Electric EF. . . . . . . . . . . . . . 0.90 1 ----X----------------1
0 .54 0 .90
GasEF. . . . . . . . . . . . . . 0.00 1 --------------------- 1
0.40 0. 80
SolarEF. . . . . . . . . . . . . . I --------------------- I
OTHERFEATURES. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Address: Signature: Catzk &Qt4-, Date:
city/z ip K-Xeh�qK�,)J-,Q 3)- �-1
Florida EXergy Code for Building Construction - 1993
Florida Department of Community Affairs FL-EPL CARD93
SERIAL # 5411
RESMANUJ(c)
WHOLE HOUSE
HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES
(BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. )
-------------------------------------------------------------------------------
NAME : 106 SL 2
ADDRESS : 1625 LINKSIDE DR N
CITY :ATLANTIC BEACH
OWNER :CENTEX
BUILDER :CENTEX
Conditioned Floor Area : 1647 SF
Climatic Conditions & Design Conditions
----------------------------------------------------------------------------
Geographical Location : Florida I Jacksonville
----------------------------------------------------------------------------
North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level
Outdoor Winter Dry Bulb 32 Deg. F
Indoor Winter Dry Bulb 70 Deg. F
Winter (Actual) Temp.Diff . 38 Deg. F
Winter Temp. Diff. (wTd) 40 Deg. F
Outdoor Summer Dry Bulb 94 Deg. F
Outdoor Summer Wet Bulb 77 Deg. F
Outdoor Summer Humidity Ratio 114
Indoor Summer Relaltive Humidity 50%
Indoor Summer Design Grains / Lb. 49
Indoor Summer Dry Bulb 75 Deg. F
Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb
Summer Daily Range 19 Deg. F - L
Summer (Actual) Temp.Diff. 19 Deg. F
Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F
----------------------------------------------------------------------------
* HEATING SUMMARY * * COOLING SUMMARY *
-------------------------------------------------------------------
SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22
MECH.VENT- 200 Cfm 4180.00
SENS. + MECH.VENT : 15851.22
TEMP.SWING @ 3 DEG. : 1 .00
OCCUPANTAPPLIANCE 3000.00
DUCT LOSS 1181. 03 DUCT GAIN 1885. 12
TOTAL LOSS/BTUH 24801 .63 TOTAL SENSIBLE 20736. 34
TOTAL LATENT 12557 . 11
--------------------------------------------------------------------
20% OVERSIZE FACTOR : 4960 33 20% SENS.OVRSZE FTR: 4147 .27
ACTUAL + 20% OVERSIZE: 29761:96 ISENS. + 20% OVERSIZE: 24883.61
--------------------------------------------------------------------
* EQUIPMENT SELECTION *
--------------------------------------------------------------------
EQT. MANUF. MODEL # TYPE
HTG INPUT HTG OUTPUT AFUE/HSPF
SENSIBLE Z�LG LATENT CLG TOTAL TONAGE
(S)EER CLG CFM HTG CFM
--------------------------------------------------------------------
L 0 A D C A L C U L A T 1 0 N
TYPE inside Shade Sc Area Loss/Btuh Gain/Btuh
GL A S S----------------------------------------------------------------------
West Double Clr Drapes/Blinds 1 15.00 435.00 690.00
West Double Clr Drapes/Blinds 1 15.00 435.00 690.00
West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00
West Double Clr Drapes/Blinds 1 12.00 348 .00 552.00
North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00
North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00
North Double Clr Drapes/Blinds 1 20.00 580. 00 320.00
North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00
North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00
South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00
Infiltration : Winter Htm 28.5 x 170.00 4845.00
Infiltration : Summer Htm 6. 92 x 170.00 1176.4 .00
--------- --------- ---------
Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732 .40
R-Value Area Loss/Btuh Gain/Btuh
WA L L S----------------------------------------------------------------------
Wood Stud - Ext. 11 995.00 3582 .00 2487 .50
Wood Stud - Adj . 11 197.00 709 .20 334.90
--------- --------- ---------
SUBTOTALS: 1192 .00 4291.20 2822.40
D0 0 R S----------------------------------------------------------------------
Insulated Core/Metal - Ext. 0 21.00 371.70 109.20
Solid Core/Wood - Adj . 0 18.80 417 . 36 78.96
Infiltration :Winter Htm( 28.5 ) x 39 .80 1134 .3
Infiltration :Summer Htm( 6.92 ) x 39.80 275.42
--------- --------- ---------
SUBTOTALS: 39.80 1923.36 463.58
CE I L I N G S----------------------------------------------------------------
Under Attic 30 1493.00 1940.90 2388.80
Under Attic 30 165.00 214 .50 264.00
--------- --------- ---------
SUBTOTALS: 1658.00 2155.40 2652.80
FL 0 0 R S--------------------------------------------------------------------
Slab on Grade 0 169.00 Lin.Ft. 5475.60 000 .00
TOTAL STRUCTURE SENSIBLE *
-------------------------------------------------------------------------------
23620.60 18851.22
-------------------------------------------------------------------------------
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASURE MEN T OF WATER DEMAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
2— BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH
TUB OR SHOWER STALL (6) / ?
'WATER CLOSET
WATER CLOSET$ TANK OPERATED (4) VALVE OPERATED (8)
B- ATHTUB/SHOWER (2) 'URINAL WALL LIP (4)
SHOWER GROUP PER READ (3) FLOOR DRAIN (1)
t�'SHOWZR STALL DOMESTIC (2) LAUNDRY TRAY (2)
LAVATORY (1) COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) -3 POT, SCULLERY SINK (4)
__LDISHWASHER (2) 2— WASH SINK EACH SET OF
Q -KITCHEN SINK (2) FAUCETS (2)
DENTAL LAVATORY (1)
]KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET URINAL STALL, WASHOUT (4)
nusminc Rim SINK (8) COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
I URINAL* PEDESTAL, IYPHom JET DRINKING FOUNTAIN (1/2)
1 BLOWOUT (2)
LAVATORY. BARBER/lEAUTY
I —ICE MAKER (1/2) 3
SHOP (2)
SURGEONS SINK (3) 0 LAVATORY, SURGEONS (2)
_ .JACUZZl (2) 0 URINAL STALL, WASHOUT (4)
TOTAL lrlXn= UNITS ;2 s' 0 $20-00 EACH
JOB INFORMATION_/6.2 r
CITY OF ATLANTIC BEACH PERKIT CALCULATION SHEET
Address. / (0 02 5— A-) 'Dr2, ,
Date (f," --/,? —
Heated Square Footage @ $_,�L�per sq f t $
Garage/Shed @ $-- f ?-60 per sq f t $
Carport/Porch ---13.00 -Per sq ft $
Deck 0 @ $ C') — per sq ft $
Patio 0 @ $--22—per sq f t $
TOTAL VALUATION :
a9 bo .0
0,C)
Total Valuation 1st $-/00)0 0 0
31 $
Remaining Value per thousand
or portion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $ ;) 31-:5
( t ) Fireplaces @ $15 .00 $ j S-- 00
BUILDING PERMIT FEE $— 7055-0
WATER IMPACT FEE $ 4J30100
SEWER IMPACT FEE 0 n
WATER METER/TAP rlt;� G Q
CAPITAL IMPROVEMENT
SEWER TAP $ —0
RADON (HRS) .0050 $
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $
�(,q?) SURCHARGE . 0050 $ ? le-z-
OTHER $
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing
Electric/New Electric/Temp_; SwimmingPool
Septic Tank_ Well Sign Finish Floor Elevation
Survey ; Other_
CALCULATIONS and/or NOTES: