Permits 1985-1987 Mary St (vault) ADDRESS 9 9 k7 rrCLttJ J�ttLct
BUILDING PERMIT NUMBER
INSPECTIONS: FOOTING
UNDER SLAB PLUMBING 96
SLAB-
FRAMING
*?- 17- 94
COVER-UP
2
INSULATION 1 _ 7- 5��
FINAL BUILDING 9-9
CERTIFICATE OF OCCUPANCY--
2-11
ELECTRICAL PERMIT #
INSPECTIONS ROUGH
FINAL
MECHANICAL PERkIT
PLUMBING PERMIT
NOTES:
APPLICATION FOR FENCE FERMI
P60
Owners name 04mas
Job Address ------------
3L
it 3 Subdivision
Lot__.�_L12_(!�ock and/or Un ------------
Contractor if different from - ------------
---------------------------------- ----------------------------
Valuation of fence $ r or interior lot----------
Type conBtruction__J�qi�_b-----------------------
Show location and height of fence as well an location of
street(s) .
P:j
0,q 0
P,
1996 D
Building and Zoning
Jul
Owner signature_____L_. &1AA-Z� -----Date- /
Contractor signature---------------------------------Date--------
-51 VIA S()f`-� I( f A 1-b -1 S 7�3 11, 02
S.1161WIN-r" BOINDARY SURVEY OF
T' �T"4 cc'qLv' 23.;'S'
J",F.-1-0-- BLOCK A-S SHOWN ON MAP OF
4
FAICE THE CYR;lr'llWr PV&L)C� RECORPS Or IWAL CO., 114.
:v Iz
,r R r,,l
A- j L) -T i L,r:t-.
('71-11.,IRCH Rn
rNp W",
LZI
,;I lit,
3A
e
-A't, PAII y
lo,
Ij
#:''C.15 7
p
W' Lor jo
A 1 114 D
100,00,
1.p 0 39 71?
LOT 9
o-1
STE WA R I' ';,"TREE T (C T R/li, —Ip Ttl/ l)
rMT AAE yor �mowfv
FASI.'t) ON PL47 AS
TM
rl(x,Y. '11*�;IfAfftl klTir f`04 17117 Cfy*y >r 1ACOMMY&ELI, rwPirm, ^vto
ME 4.4k, JIM 361, "uftm Vjl?
LftjvlW At?
$0fA"SA:W AhIl NAr rHERE Ajrlr 7-47
r.(cfpr A,,q ;Ntiwm. smi; MAY T04C �:;R�Ty lijOWW
)ff WHOOCAL StAhvi;m, srr vvRr!i tot rift
0 '")W&A W-2�'6PA :lr ONO SWITWOS' J"RlAffr 10 Sfd7r?fW 4:1;',dZ7, ALL
o AMERICAN
W.7,F
SURVEYOR
S
X— WJ11, JAPArs 0.
$4� 2"7 INC.
0 tocl., 0c.7
L
LA,11- k0A
tk IcIll"w 6 lib%�9c
DO' (:�\JOt�-I�)\ETAKC%r rite 95—1 2f3g
COIN
ji I
L L I L L
Ar:F:[DAVIT OF POWER OF ATTORNEY
State of rlori��d
county or Duval
Undersignea af f iants hereby ;state,s that the General Power of
jl,.tt,orj-jey1s clated Decumber 28,, 1992 execu,�ed by affiants as recorded
berearter has not been revoked, partiallY or completely terminated,
I
suspended or revised whatsoever &.mce tie date of its execution.
Atfiants further states that they ax,�I alive and well and have
'riot been adjudlic-,ated incompetent or inciai:)a.citated as of the date of
execution of 'this affidavIt.
Dated this c_�O (lay of June, 1996 .
JA�2'111:; 1z. MASSEY
sANDP,A S. MASSEY
s:Lejj-iec1j sealed and del.ivered in tfte. pre-E�ence of 6 no -4)IC141va
a Notary public: a Dears
James R. Mas,.:,.ey nd Sandra S. Mass,�y, who Lstpefrs=onally know to Tne
or who have presented I nen ication
this day c)f Julie, M-6.
Print N InSJC� by
commission expires:
JUDY 0.PILAND
My MM- MWION#CC473101 EXPIRES
July 1,im
187P.V� BONDED THRIJ TROY FAIN INSURANM,INC.
06TEMEIRATI P003THq (0.74 ATT (9 �qXTEg
KNOW ALL MEN BY THESE PRESENTS: That 1, TqWpq R Mq Sq p X, have this day appointed
I-Q1-i I-s; �4- BQLq;Q, Jr- , to serve as my true and lawful attorney-i n-fact, GIVING AND GRANTING unto my said
attorney full power to do all acts whatsoever concerning my property and personal affairs deemed necessary and
advisable in the juogement of my said attorney and as permitted by state Law, as futLy as I could do if personalty
present and acting, including but not limited to the following-
1. REAL PROPERTY TRANSACTIONS: (a3 to buy, contract to buy, receive, lease, or otherwise acquire real estate or
any options rripreon or interests therein; (b) to sell, contract to sell, mortgage, lease, grant options to purchase or
otherwise dispose o- any or aLt real estate in which I now have or may hereafter acquire any right, title or interest;
to Sign, eA-CUte, aCKnowledge and deliver any and all instruments as my be necessary or conveniprit, containing such
term anc condition,., and such warranties and covenants, if any, as my attorney shall deem advisanle; (c) to manage,
repair, aLte- or irr-Lorove any reaL estate or structure thereon, owned by me in whole or in part, aric tc protect the same
by action, proceeding or otherwise, including, but not Limited to, the recovery of possession thereof and the removal
of tenants C)r other persons, animals or objects therefrom.
;. DERSONAL PaOPERTY TRANSACTIONS: (a) to buy, sell, lease, contract for the repair of, and in any manner deal
Witt) any Ana FILL personaL property, tangible or intangible, which I may own or in which I now havc- or may hereafter,
acquire, any right, title or interest; (b) to execute and deliver to the proper authority any and all, documents
necessary to effect rne proper registration and licensing of any automobiles in which I now or may hereafter have an
interest; (,,' tc t.rkp possession and order the removal and shipment of any of my property from or to any warehose, or
other PLaCe OT tt0rage, safekeeping, or use, and to execute and delvifer any receipt or other inbrrument necessary or
convenient for such purposes.
3. BUSINESS TRANSACTIONS: To demand, sue for, recover, receive, compromise, settle, adjust and pay all accounts,
iegaciez�, beaues-is, interest, dividends, annuities, demands, debts, taxes, and any and all other obligations, which may
now or hpreaTter oe due, owing or payable by or to me, and to carry on and transact every kind of pusiness on my
beha;.T, 0,1 not Limited to, transaction concerning any and all investments, and to invest anc reinvest and
excliano�- invpsrmenrs, arid to execute and, deliver good and sufficient instruments for the accofTpLi,,hment thereof, and to
act as fl�v i�.TTorriey or proxy with respect to any stocks, shares, bonds or other investments, rights or interests that I
now or my hereafter hoLd.
,i, BANKING TRANSACTIONS: (a) to deposit or withdraw for any purpose in or from any bank or- other financial
instritution, ;any funds, checks, or other credits which I now or may hereafter have on deposit or be entitled to, and
to endorse, casn ano receive the proceeds of any and all checks, vouchers, or other orders for money, to open or close
accounts, anc to receive statements, vouchers, notices or other documents from any bank or other- financial institution
concerning any and aLL accounts or banking transactions in my name or in which I may have an interest; (b) to have
access tor all purposes to any and at[ safety deposit boxes or vaults rented in my name or in the names of any other
person or persons and myself, with full power to use the sane for safekeeping any property or papers, and to remove
therefrom at any time, or from tine to time, aLL or any part of the contents of any such box or vault; (c) to borrow
money and to eAecutc in my name any instrument evidencing indebtedness incurred on by behalf and to extend and renew
the same, a.�. weLL as any indebtedness heretofore incurred by me, for the payment of which I may ir any way be liable.
5. TAXES: To file income and all other tax returns and declarations of estimated tax required to be made by me
by Law; to represent and act for me in aLL tax matters in dispute or litigation; to receive, endorse, and cokLect
checks in settlement of any refund or taxes; to file claims for abatement, refund, of any and all receipts, waivers,
settlements or agreements pertaining to at[ income on other taxes assessed against me or my propprty by statute.
Xv7RNMENT DOCUMENTS, VOUCHERS AND CHECKS: (a) to execute, sign and deliver any and aL� government forms,
rpporrs, appi icaTions, requests, vouchers and demaro6, in my behalf, including, but not Limited tc those for any am a[[
allowances and reirinursements property payable to me by the United States such as for the transpo,'tation of dependents
OF foo Me sripineni �,f household effects or other property as authorized by Law or regulations; Ct:) to receive, endorse
and coltlec: the proceeas of checks payable to my order drawn on the Treasurer of the United StatpF for whatever
account.
7. 1NSURANCE TRANSACTIONS: (a) to pay the premiums or terminate, or execute any rights on any contract of
insurance presently owned by me or hereafter acquired; (b) to procure different, or aciditionaL contracts of insurance
on my Life or with respect to protecting me or my property from ill health, disability, accident, liability, or toss;
(c) to apply for, and receive, any Loan on the security or any contract of insurance, to surrender and receive the cash
surrender value, to exercise any election or conversion rights, and to deviand, receive or obtain any money, dividend or
other Viing of vatue to which I am or to which I may become entitled as the proceeds or other return or profit arising
our of any contract of insurance or of any one or more of the insurance transactions herein enuuw-rared.
8. PERSONAL TRANSACTIONS: To do aLL acts necessary for maintaining the customary living standard of my
dependents IncLuoing, by way of illustration but not Limitation, provisions of such Living quarters and their
mainrenanz�e ana opv:-azion, food, faci Lities, and other incidentals to which my dependents are accu-sroak-0.
FURTHEP,. � dc aurnorize my attorney(s) to perform all necessary acts in the execution of the -4foresaid
authorizatior w,tr -ne same validity as I could effect if personally present. I further decLarE znaz any act or thing
taWTULC, acne mereunce, by my said attorney(s) she([ be binding on myself and my heirs; legal ano Dersonat
represent at i ves, and assigns whetner the same shall have been done either before or after my derrn, or other revocation
of thi�� instrument. unLess and until reliable intelligence or notice thereof shall have been rece�ved by my said
attorney(s).
PROVIDE-7— howevei , that all actions taken hereunder for me or for my account shalt be transacted in my name, and
that a-,� enaorsement-- ana instrLments executed by my said attorney(s) for the purpose of carryi I Fig out the foregoing
Powers ShaLL :OnT,=.!r' My name, followed by that of my said attorney(s) and the designation "attorripv-in—Fact.11
FURTHE;., 7 dec,are that this power shall remain in effect even though I am reported or Listec, officially or
otherwisE, as llmissingll, "missing in action" or "prisoner of war" it being my intention that the aesignation of such
status snat, not oa my said attorney(s) from fully and completely exercising and continuing to exercise any and all
powers anc rignts nerein granted unriL this power is revoked by my death or as otherwise providec: nerein.
FUR7HEF, th-,z� powe,- shall not be affected should I subsequently become disabled or incapacitated.
FURTHER, un[ps- sooner revoked or terminated by me, this General Power of Attorney shall bocryne null and void from
and after the JaL day of januar�j 1 1998 .
Notwithstanding ray insertion of a specific expiration date herein, if 'on the above specifie-c expiration date, or
if at any time within thirty (30) days inTiediatety preceding that date, I should be, or have beer., carried in a
military status as "missing", "Missing in action" or "prisoner of war", then this power shall automatically cpntinue to
remain vatic and in futi effect until sixty (60) days after I have returned to United Sates miLitAry control following
termination of such status.
IN WITNESS WHEREOF I have hereunto set my hand this 2Rfh day of --Dprpmhpr
/James R. Massey
ACKNOWLEDGEMENT
WITH THE ARMED FORCES OF THE
UNITED STATES ON OKINAWA, JAPAN)
I zIS4 e:�/,,
,z f,&� 5,e the undersigned officer, do hereby certify that on this ? t-L day of
19 SSN 2
-92—, before me personaLLy appeared Iqmpq R- Mqq.,;P)4 -I AZ-60-7-36
who is known to me to be the idenricat person who is described in, whose name is subscribed to, ano who signed
arid executed the foregoing instrument. Further, after first having made known to him/her the contents thereof,
he/she personat�y acknowledged to me that he/she signed and seated the same as is him/her true, free and
voLuntary act and oeec for the uses, purposes and consicerations therein set forth.
Al-"D TO A DNITNI I STER
A S A
U.,P F T' N.
Authorized to act as a
notary pubtic under
Titte 10 U.S. Code
Sections 936 and 1044a.
j�4PR-10-96 WED 10 : 14 7300700 P. 02
MAP SHOWING BOUNDARY SURVEY OF
THE NORTHERLY 32,75'
LOT OF i-py.1oBLOCK 3 -AS SHOWN ON MAP OF
LEWIS SUBDIVISION
A S RECORDED IN PLA T BOOK 2 4 pAor 22 OF THE CURRENT PUBLIC RECORDS OP DUVAL CO., FLA,
CERTIFIED TO; KASSEL CONSTRUCTION, INC.
CHURCH ROAD (1so, vo o 1996
Building and
Ap,
,40DIng
FNA J/2' 1001001*
J,A #36M 90*
AIC PAD
GUIVE THC NOR THERL Y W,75'
JjF' t.17T 10
eo,91 34.31
RES, #196.5
100, cd
00, SIT 112,
rN.0, NAIL IP, 93657
TAB N�672
cd
THE SOUTHERLY i?325'
RES, #1997 OF LOT JO
34.3'
'xX CONC.
90, 90,
L'r1 ' E12AIC PAD
rNa I/,ZP'
J001001 1A #,7672
M. 1/2,
I.P. #367?
L
to
V3
MA 1/2'
(1�1.1) DEWGrCS ELEVATTON Si4OTS
BENC�4MARK UEED�
F,r,C ON L 0 1- 6
I.F. #3672 EL = J2.96
BASED OAJ A1,01-VD,
021
STEWART STREET (60' R10
(LEWIS STREET - PCR PLAr)
4�_ F.F.C., W.O. 95-1259-2, 4/3/96 (FIELD)
rR,r kAY BE ADD1170HAL EASCAICNT$ ANDIOR RESTRIC77ON-S MAT ARE NOT SHOWN
7HIS $URVCYTHAr mAy at FouND rN THE PUBLIC RECORDS OF THIS COUNTY 19CAR)HOS RASED ON AL4T AS SHOWN
I T4r_Rf_yy C�eRrlrY THAT THE I ell ___$HOWM HEREON 15 IN THE $PECIAL FLOOD HAZARD ZONE 1XI AS SHOWN
ALL AlWt IV1 (.,/A1V Z> L,;M V r— I k--*fX ,-5.q
jAND SVRnyoRS - s7so SM J*Sr &VO., SM 301 - JACKSMMM. FLORIM M2f;F #CW1oX.1#-22f7
LEOD40 AROREVL4170NS
I HrRrey conry rmAr Mr A&Mr IDWOS WERC SVfflnWV UNDER My
TWAT THERE ARE NO
RESPONSIBLE SUPERVISION AND V(PrOTION, � 4
ENCROACHMENTS, EXCEPT AS SHOWN, AND THAT THE SURVTY SHOWN
comc, NUN. HEREON MeM M' TEC14NICAL STANDARDS SET rORrH RY ME
01. . M'Mr' FLORIDA POARD Or LAND SURVEYORS PURSUANT TO SECTION 472,027, ALL
IX : POL-6 cr CAV9
PA.:. "I cr avam covT rLORIDA, STATUTES. AMERICAN
W t
7-1
Y JA4
OWN
ilrtW CAP F 4f- ft-wr&WWWO C-AVE 7 027.]
W"7) cm 04"
M;Lshm*w SURVEYORS,
JA4KS D. 11ARMSOM J NO. 2647 INC.
LIU-
mw J" 0
to.Almm SCA
Cftl= cur j
DA Tt _L2_=2—6—9: �PMDA XCO!Sr,-R�d i(IRVEFOW Aov-�pw 7 :;7- -
- I--- - 1 1:: 81 ��
773:69 cprR jr__3 DfR 'Z-,<0B$\STAKE0IJT dE 95-12B9 ORDER NO. 95-1289
1 0 6. L4 SO D 1 1 4 t' I t
MAP SUYMING BOUNDARY SURVEY OF
Ir D R7 F R 3 2.
�J
W
--T
LOT 1-_
----- BLoC -.---AS SHOWN" ON 2JAIF �J
L LVV I Ll -2)D 1 V 1 S 10 N
'He' CU �0_ FLA,
A.S� RrCCROEL-1 iN PLA T P0,0K
PACE 9 2 --Or RR[Nr PU&LIC RECORDS OF D V.A L'
"KASSEEL Cq'�N_STRUCTION, lm_'.
CHURCH ROAD 10 1996
hilding and,,Z�pjng
r
P, 31 LO
U-i
A4: "AT
THir NORTHEPlY 3 E 7_51
1,:,5' Or �01
721
;A.LIP
RES 5 7,
Lr)
M
4 L;
A
p
Fl 1,
STEWART STR,_�.T-T
,L i-�' 7� , 7;� I - �:"r i; . . ".
FINAL, FT.E.: W.O. 19-5-1 2e9-2, 4/'3/'?$ (FILLD)
THM VAY PE ADDMONAL ErASEVEW-r AND.,�i�.P T-YA' Apr so' sy6)'_#vN
- C I
ON 7H)S SURVEYTHAT UAV BE FO(JM� W THE- PU9.�P� AEClj��,T or j-H!S COUNTY.
i HERCRY THA' �rl,00Z' H,4Z-4;P ZONf_ 'A' —A' S�foWN
A L L /A /V7 t— /,< I (—,/A Pq r� v r— f kt rK p ' *-11%4 to,
'ANJD '�VffyofS - 8789 SAW JOSC fiLW$, Sk47E !0f KSCW41X� FIVINDA 32217 - *WI-710-22f 7
LirOEWD ARBREM MKS z
f HFIREEZY cr;?Ilrlt ?'HAT TK '46co��L �lwos WERC sc;Rvinv UKDER my
Ajvc� vwrcrtoN, rwAr rHERE ARE NO
Maw ow FENCRO4004MENTS, EXCtPT AS SHOWN, AM7 T T:7
0 C(wc. AMMON. =0 RUE rwS HAr mr suplTy s�HowN
HEREON MCZr$ r"Z_ TEChtv)CAL STANDARDS 51-7 r0RV4 VY TRE
Ar. FCIqT Cr N.C.E�.
pc�"r Ir CIA"t FLORIDA 0-nAPO Of LANO SURVEYORS PURSUANT TO SrCTION 472,027, ALL
ft;lif OF UV�E-E CL-VE S',
(SET WITY CAP F'2 k�' PCINT Cr�:WMRO C"S IE AMERICAN
'flp 3,07) cli 0-mi
A Moz Lr 1�
a IOWUt SURVEYORS,
AZT-' C'u� [j]
Ar
0
N
I'qOW
':472_027,"
t'.4
-X—PCN6^t �V) pl'ok" a kkCS D. H.4msoKl -f No, 2647 INC.
cc
cooss CUT
I
&A?l A
773:69
4L
ORDER NO.
j
of Mccupancu J
Titu of
Atlantic Neac4 Ntariba
Department of Nuffbing Inspection
This Certiftcate issued pursuant to the_Wqpirements of Section 103.8 of the Southern Standard
A
Building qode certifying that at the time of issuance this structure was in compliance with the
various ordinances reg ating building construction or use. For the following.
Use Classification New Duplex Residence
Bldg. Permit No. I 115 8
GroupF-,!f rame Type C.ntweti.r.42—leX Fire District Atlantic Beach
Owner of Building S.Kassell Const. Addrers
B ingAddress- 198 Mar Street Locality Atlantic Beach, FL 32233 . J.
By: DON C. FORD
Bujldjr�g-Offici I Date: ;2
98 Mar S
ffic, I
POST IN A CONSPICUOUS PLACE
........ ...
--------------
Tertifirate of Mccupaurg
Titu of
Atlantic igtac4 — Nloriba
Devartment of Nuilbing Inspation
This Certificate issuedpursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
uartous ordinances regulating building construction or use For the following.
Use Classification New Duplex Residence Bldg.Permit No. 1115 9
Group w.f rame Type Construction dupleKire Di Atlantic Beach
Owner of Building S. Kassell Const. 1920-1 Will k Blvd
Addressj;;lCjCiqpnjrj I I
BuildingAdd,,, 1987 MaryAStreet Locality Atlantic Beach, FL 32233
C By: DON C. FORD
—Building-Official Date:
POST IN A CONSPICUOUS PLACE
-----------------
CITY OF
4d6ocke Bwc-4-I"d* 6
Office of Building Official
REOUEST FOR INSPECTION
9 Is-kIll
Date— Permit No.
Time
Received ................—1-.............CPM,
9
Job Ad ess ocam
Owner's
Name Contractor
\ANICAL
SUILPM CONCRETE ELECTRICAL PLUIMBING MECH
Framing D Footing 0 Rough Wiring 0 Rough Air Cond.& 0
Re Roofing C1, Slab 0 Temp Po4e 0 Top Out Heating
Insulation 0 Lintel 0 Final 0 Sewer D Fire Place El
I'd 146 I!ZNSPECTION Pro Fab
( kk
Mon. e& Thurs. Friday--NP
Inspection Marie
Inspector Final lnspKtion ,--
Certificate of Occupancy E:,
Date
U�4
top
0
�Tlc
0
fArO"R&I T 10 N LOCATION I NIFORMAIT 160",
it ,Nut6bor 111.50 Add.r es i,-.'
5, MAR*f: 6TRXET
fe,rmi t-Ty"'t BUI LD I NO, ATLANT 10 BZACH� PLORIDA 32,233":
ass of W'Ork NEW, AL DESCRIV
Lot:' 10 6�k
on. FAAM9
Uingsj
'r,Op 0 3 ed DUPLEX,
1 Code* 'o
subdivAilon; LEWIS
te
tima *d Value
I r
0
mp ov ""Cost -10
Fees,
"it Total
Amo
2�,,13
12 12
PER PL
i"R! DUPLEX UNI �1236 R
TIT ON
0511'CAT ION F
STR
AM SUR ' 1 IMPACT PER , *oo.'
PL 322.5
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Pgft�i-t INPORMATON TION
WiCATION I NVORMA,
Address: 1-9,81 MARY STREET a
"'T
ermit �' 32233�
BUILDING LANTI& 13EACH FLOR I D
MAL TION'.
as's of xk NEW,
vk8d*I P
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4", sectl
r p zed Use.. . DUPLEX' Towt%shi' RNG:
o 0
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68
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. . TO
Ax 114, Ulm
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7
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ow
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comp 'Awn
L*641ff-06
R Q�TMAPPROVt0:0 RE)MCATION FOR
2!�PAW
AA
$mom
AAA
'T
X44
CITY OF
l*&oZw Fead - 57&ud4
900 SEMINOLE ROAD
ATLANTIC BEACH, FU)RIDA 32233-544--
TELEMONE(%4)247-54M
FAX(%4)24;-SW-
NOTICE
TO: Water Department
FROM: Building Department
DATE: 62
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
/ & L(f-'�(
In
Cie
�3 -7
Sincerely, /
K"
Building Department
CITY OF
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
TELEPHONE(904) 247-5800
FAX (904) 247-5805
SUNCOM 852-5800
August 7, 2000
TO WHOM IT MAY CONCERN:
Re: 1985-1987 Mary Street
The plan reviews and inspections on the site show that this
structure was built with a two-hour rated firewall.
If any further information is needed please do not hesitate to
contact this office at (904) 247-5826.
Sincerely,
Q -- L
Don C. Ford, C. .0.
Building Official
DCF/pah
ZZI��
77
IA-
N v;WAY v Ir w
-30 Sc/qLC-
�?o
Ala A
;��AWW—
I 41V�4 A-, 4tO —,7FAl
�j I(AW CL fo
4--b—s-rml p
a
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION:
OWNER OF PROPERTY: S IS e- CC) -n Is C-110-n
PLUMBING CONTRACTOR 1'�A / L 1� ' S P 10 M43 IN C— NC.
CONTRACTOR'S ADDRES S: Y3 3.�,s 0 nu�ealm t) Ow/ /o 0 2- , lox , 22, S,2 z Y 7
STATE LICENSE NUMBER: Cf'C0 &4 20 !j TELEPHONE: (�04) L L 2-
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
—SINKS SHOWERS
3 LAVATORY ___WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
3 -CLOSETS WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTHER
TOTAL FIXTURES: 13 — x $3. 50 + $15 .00
MINIMUM PERMIT FEE — $25.00
SIGNATURE OF OWNER: I � A
SIGNATURE OF CONTRACTOR:-
-----------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826
SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC ,WORKS FOR INSPECTION
PRIOR TO COVERING UP — ( 904) 247-5834
k,L 0 Ve
Ve
CITY OF
,Q4#s4-c B
W - I / //YJP 13
Office of B3 Vildin icial YJP 13
REQUEST FO NStPECTION
41-ly 196 / /
Date Permit No.
Time A.M.
Received PM.
Localit
Owner's
Name tor
W Klf- U TN
CONCRETE ELE NIBI =1%LJAK111'A1
Framing Footing El Rough Wiring 0 Rough Air Cond. & 0
Re Roofing Slab 0 Ternp Pole El Top Out D] Heating
Insulation 7 Lintel 0 Final El Sewer 1-j Fire Place 0
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. Friday
A.M.
Inspection Made —PM.
Inspector— e�� Final Inspection
Certificate of Occupan
a a
41
o
vet
CITY OF
4&a& BewA-41�1
Office of Building Official
REQUEST FOR INSPECTION W/
A6 Z
Date. Permit No.
Time A,M,
Received P.M.
Job Address t ocalfty
Owner's
Na
B, .DI CONCRETE ECTRI PWMBING !�HPANICA
raming Footing 01 Rough Wiring 0 Rough !Ai r o n
Re Roofing Stab Temp Pole 0 Top Out L, Heating
Insulation Lintel 17, Final 0 Sewer 1] Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues, Wed. Thurs. Friday
z A.K
Inspection Made C2114174 PM.
a nspec i
Certificate f cu
Date
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
zq--f 7 Ll� ,,�/, - ,# 119
I THIS JOB HA9 NOT E_=EN COMPLETED
The following additions or corrections shall be m'ade before
the job will be accepted
f "
I kf$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to 6e 1covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors ELECar,
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday. BLDG
271-
DATE : 77
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORlTY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECT10N( S) HAVE BEEN MADE' AND ARE
SATISFACTORY:
Cgt 77'
IZAl-
)V_
------ --- -- --
--------------------------------------------------------
-------------------------------------------------- --
Enclosed are the blue copies of the permits.
S RELY,
7'/a
BUILDING INSPECTION DIVISION
cc : FILE
CITY OF
M114odw Bea-cA-
Offici
Office of Building fl'
REQUEST FOR INSPE ION
/) - 6 -��
Date— Z5;— Permit No.
Time A.M.
Received P.M.
LTWITY
]J�oob Ad ass I
Owner's
Name Contractor
CONCRETE ELECTRICAL PLUMBING MECHANICAL
Fram-mg L2 Footing 1-1 Rough Wiring E] Rough 0 Air Cond. &
Re Roofing Slab El Temp Pole El Top Out 0 Heating
Insulation Linte D Final D, Sewer El Fire Place
/>� Pre Fab
READ-Y-FOR INSPECTION
M.
Mon. Tues. Wed Thurs. Friday
A.M.
Inspection Made PM.
Inspector— Final Inspection 0
Certificate of Occupancy E)
Date
CITY OF
Off
Office of Bulldlngl�id
REQUEST FOR INSPECTION
Date Permit No.
Time AW
Received PM
Job Add Locality
Owner7s
Name Contractor
BUILDING CONCRETE ELECTRICAL MECHANICAL
Framing - Footing Rough Wiring Air Cond. &
Re Roofing - Slab Temp Pole Top Out Hea ing
Insulation Lintel Final Sewer_,, Fire Place
Pre Fab
REAgY-FQR INSPECTIA-LL)lXk�'�'-
Mon. - Tues. Thurs. Friday
A.M.
Inspection Made I- --RM.
:n--pec!or— Final Inspection
v Certificate of Occupancy
Date
CITY OF
4 14 w-Ac j9 e4 a 4-4 9&
Office of Building Official
)ate T1 REQUEST FOR INSPECTION
A-
07 Permit No.
e S4;5
I.-ceived
-- \-`� S-�— \ S
Job Address Locality
)wne''s J
�am. ctorC SA r"\
3UILDING CONCRETE ELECTRICAL PWMBING MECHANICAL
7raming Footino Rough Wiring [7j Rough 17 Air Cond. & El
?e Roofing Slab Temp Pole E Top Out El Heating
isulation Lintel
Final E Sewer E, Fire Place 17�
Pre Fab
P\ 0,,-) vJ READY FOR INSPECTION A.M—
ion. Tues. Wed. ��Th.Dr Friday P.M.
A.M.
ispection Made PM,
'�'/,��Final Inspection C-1
C C
ertificate of Occupancy
Date
CITY OF
,Q44ax AWICA-9V&U*k
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No. /Z.,A
Time A.V
Received P.M.
Job—Addre
Owner's
Name Contracto��,*
BUILDING CONCRETE ELECTRICAL MECHANICAL
Framing Footing Rough Wiring Rough Air Cond� &
Re Roofing Slab Temp Pole Top Out Heating
Insulation Lintel Final Sewer Fire Place C
Pre Fab
READY FOR INSPECTION
A M
mon� Tues. Wed, Thurs. Friday—PM,
Inspection Made— /—,�-
PM.
F�na)Inspection
per Certificate of Occupancy
D,3!e
CiTY OF
Awelk-
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received P.M.
Job Address Locality
Owner's
Name Contractor
;ING
BUILDING CONCRETE ELECTRICAL CPLUUM;IN---�' MECHANICAL
Framing Footing Rough Wiring Rough Air Cond. & M
Re Rooting Slab Temp Pole Top Out Heating
Insulation
Lintel Final Sewer Fire Place E
Pre Fab
READY FOR INSPECTION
A.M.
Mon Wed. Thurs. Friday RM,
A.M.
Inspection Made ;z �11
Final Inspection
Certificat6 of Occupancy
Date
CITY OF
4&40& AW44
Office of Building clal
REQUEST FOR INSPECTION
Date 2-0 :2� Permit No.
Time A.M,
Received
Job Address
Owner's
Nam
_Qpptractor tet
BUILDING CONCRETE "���'ELECTRICA MBING "ANI�c�5
iing
Footing 0 ug iring ough 0 Air Cond.&
-`;e Heating
Re R fing Slab 0 Temp Pole 0 Top Out
Insulati n Lintel P, Final E! Sewer Fir,Place F2
READY FOR INSPECTION Pre Fab
A.M.
Mon. Tues. �Wd #I Thurs. Friday-PM.
A,M.
Inspection Made R� _PM.
InspectoL� Final Inspection 0
Certificate of Occupancy 0
Date
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
1011 ADDRESS DATE
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
U I (f c F,"V 7—tz+'0j C e-- C_a X)T)(j
Ln& l A2,071 (::�TAJAh-cCr
All 9
[A$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors EL:I--
to
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday. BLDG 9
4
%jA
BVILDIN$,;-,t ND ZONING�, INSPECTION DIYISION
CITY OF ATLANTIC BEACH
.-.�!,ATLANtIC BEACH, FLORIDA*2233
',,,.�`�APPUO��TION ,5011 MECHANICAL PERMIT CALL-IN NUMBER
',.IMPORTANT-" Applica ITIS in sections 1, 11, 111, and IV,
�t to complete all ite
LOCATIO 4;1 lost Addro'sit
N
OF And
Intsfisciing
V
Sub-division
I[.:!IDENTIFICATION To be �ompl'efed by all applicants,
we 'horeby Ogre to perform said work in 4rcor4ncp
A coni station�of permit given for.doing the work as di;cribod In the above stotomont 0
:0,'wilh the 6ttochpcl-�'plons end specifications which are a part hereof and In 4ccordonce wilh the City of Jacksonville ordinances and standards
listed therein,
Nimo; f morh I I Conlroclarg
Co0r6flor Master
N im"I"9 f
bop4rty
-.4104furs of Own
or Signaluiro 9
or Architect or Engineer
GENERAL INt WATIOR,
A
Typo Wing fuel.
IS OTHER CONSTRVCTIOH BEING DOC ON
THIS BUILDING OR SITE 7
OL.r Cl 11 11 NeIvr4l ED Control Utility
4S
IF Yes, GIVE fjUtAUeR OF CONSTRUQTIOH
Oil PERMIT
Q Oth
1W WICHAN)C��E.9 ENT iQ'111N$TA.LU0
NATURE OF.WORK
.6cl,of'this form) _19�Resldentlal or 0 Commercial
9-�ow Bulldin
b,
Akesw - Fr Control (3 F;ow
C3 Existing Building
Coo jlll�n'lnq: Room ti�contrs,
Ing pystern
0 Tepj�cornonl of OxIst
1217 Duct
tallation(No systoM proviously lnstallod)
RNow ins
0 E);Ionslon oi add-on to oxIstIng systom
ED
x0frig",stion I
othor SpocIfy
twers
W, opw�
spri
ED F! 414m-Number' of he odi
(number)
:!'U*v4Ior THIS SPACE �09 OFFICE USE ONLY
C) Gatolint PVMPL",'-
A bell
YM
-�,,C t4i,
_oA
vo. %
Formi'i Approved b Date
Pormit Fs-
p"fy
LIST-ALL EQUIP14ENT
��p.ANp.'�RUIUGERATION EQIQIPUENT
um rVnits t"', Ducrwuolll UodolXumber Mmuft4turer
(Tons) A-gency
7777,777-7' �.7 T-7 OT7 17 K�-MM I L
77
7=7 FURNACES, BOILERS,;,':FIREFLACES
C-Lp"It typroving
Mc4o]Number V4uuftctura
Ntmba r Tj�ltl 1>4�p' tioxi (BTU AS=Y
J;L\RINI,
ApIroying
HOW M"Y 3- x lo�ty k,"Typo Ltquld X&=*ot
ContLlnod ILanufutmw No. Vncy
7
: 'BUILDI �AND, ZONIN& INSPECTION DIVISION
CITY OF ATLANTIC BEACH
GZA K F on D
.�-,;�,ATLANtIC C L I A
CALL-IN NVMBER
P ICATIOWFOR MECHANICAL PERMIT
IMPORTANT--' Appli :a' t to complete all items in sections 1, 11, 111, and IV,
c n
44
1� It�Ad`
st, . .
OCATION
OF InforloctIng 51(ositil a 4 t w 4 4'n.". And
6 U I L D I N G,
Sub-division
IDENTIFICATION To be'C' omP* I'eted by all applicants.
conlIderation :91'Pormit given for.doling the work as cliscribiscl In the above slotom nt we lioreby gro to perform said work In accorianco
ac --plans #AJ specifications which are a port hereof and 14 accordonc w th the Cit of cl onville ordinances and standards
with the att
;t,%d t I ya 34 A
of good P(o listed herii n,
Namo;qf Confractori;
Copfriclor (print) Mosier
NAMR of
.41041vre,of QWAqr
sign 4luit of
ERAL INFORMATION,
A'
Typ-9 of hosting fyol.
IS OTHER CONSTRUCTION BEING 00 e ON
THIS BUILDING OR SITE T
Gas control villity
IF YES, GIVE VYMUER OF CONSTRVCTIQN
13 Q11 PERMIT
P4
1W WMAN�"_E
.91JIMENT TO'WINSTALLED NAT WORK
U�
�Resld4ontlal or Commercial
po"Ah on, , c of this form)
o a 1, 0 0 Asociss," --e' Central 0 How Now,3 ulldlng
Room 3-'6nfr41
�`eAlr Conditioning:' C3 Existing QuIldlnq
Floplacornont of oxisting stom
11:6-Dvi;t �Ystvmi 4"�ru Y
-:cs
2--NOWI install ti n(No systorn proviously ln5tallod)
mfxlm�m . , a o
c.f.M.
0 .
C)7 Refrigeration.; on oi add-on to oxisting systom
"C'0011n`9 towers c4p4rity,
Othor— Spoctly
9-P.M.
C3 Fire-J�J.iAkfsili Number-of hoedi
Elevolor Monlift Escs'loto (number)
THIS SPACE �Ok OFFICE UU ONLY
pvrnp'-�
nymber):.e
Remarks
"LP0'con no M
a (nu b4r)
�;IJAAW prossyrio vouoj:'z�l..
Femii Approved by Dot-
C3,`,b**r SPIK11V Nmit Fee
711_7 1-8 T 7 A- L L EQUIPMENT
AlR CONDITION1iiO AND:REFRIGEkkTION BULPMENT
caparlt Approving
Dim p on
A ti I-CcidolNiunbar Mazufs4turar
BOILERS,"
,,41WAUNG 'i FURNACES1
caps4ty
Number Vi�ts DW ptiod MWel Nwnber u=uftCWM (BTU) A
X=Y
Ck 'S,� `1�7vv, Ili
V_
W--
'C&PZty.
Tyw Uqu�d XLMO Of ApIroying
and Dimetudow; Contatnod M=ufutmw No.
pncy
112 30,
DEPARTMENT OF 13UILDf
CITY OF,ATLANTIC SEACH',
IV _77
p6KI T INPORMATION'
I ON INIFORMATION� --------
t N.Umbe r 11230
-6, Mi
Addr4 '
Z-Z: 1987 MARY ST.
"Pemit V�Pe: PLUMBIW; �ATLANTIc szACH, p
LORXDA ,12233
438, of W`,,Ork: NW --------
onstr. 'T�pe: WOOD FRAM LZOAL DESCRIPTION,
Lot : ock: Section:
P*
roposed S I NOLE ?MLY(ATT)
Use.
RNG: , 0
Code,., 'Section H
Subdivition.
Value,. :$01.00
Improv.,�Cost $,0:. 0 0
Tota
I� 'Fees $60 50
Amo $60 . 50
A, Da . 12 29/95
rk
umbinq' in new duplex
710*1
APPLICATION FZES - -----
A4
0 F
kR 4i T e $60 . 50
WATJ IMPACT FEE
$0 .00
T PLORII FEE
7 2 8
"Ap
00
RADON O&S-H.R.S.
ON ----- — RAD61( CAB 596
Nan*t, 00
'S PLOW
co. CAPITAL' 1MPROV1. i0.00
LE, PLORIVA 32257 ONNECTION .00
Ty 4 qROSS. $0
T C 'H rMPACT FEE '00'
SE
CON$T, SURCHARGE
100
NOTICE ALL CONCRETE,FORMS,AND FOOTINGS
MUST BEIINSPIECTEO BEFORE POURING
PERM
1T.VOID SIX m
ONTHS,AFTER DAT,,EOFISSUE
su, RUBBISH AND DEBRIS FROM THIS W00"MUST NOT 13'15� CEOIN PUBLIC SPACE,AND MUST BE
16 MATERtAj�
0 UP AND IHAULED AWAY By EITHER.C6NTRACTOR OR OWNER
Su
Re OWN
OMPLY -THEMEC
HANIC'S
CAN RE I LT IN
PROP ER:PAYING TWICE FORTHEI iMPROVEMENTS7
�J
A(.,CORDINOTOAPPAOVF-DPLANS,W"
HICH ARE PART OF THIS PERMIT dSU13JECTTOJq
-OP A AN
PP�ICABLE PROVISIONS,OF LAW,
AT
ENT
M'11
B
Y,
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION:
OWNER OF PROPERTY:
PLUMBING CONTRACTOR IE CO, )->26_�
CONTRACTOR' S ADDRESS: 4�_33 S( v,./ 6 2- ,-rin Y, F 3 2 2-5-7
STATE LICENSE NUMBER: CF(fO 447-OU TELEPHONE 7,31-Z U 76-
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
SI*NKS SHOWERS
LAVATORY ____WATER HEATERS
BATH TUBS -DISHWASHERS
URINALS DISPOSALS
-3 -CLOSETS -----WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTHER
TOTAL FIXTURES: 13 x $3 . 50 + $15 .00
MINIMUM PERMIT FEE - $25 .00
0
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR:
-----------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826
SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION
PRIOR TO COVERING UP- ( 904) 247-5834
DEPAWMENT OF 0WJ.D1k6'
CITY OF ATLANTIC,0EA1bk
#M'IT INFOx"TION
LOCATION INVO&PIATION
11229 dressi�'4011 140Y ST.
P if� Type, PLVXB ING
�"ATLANTIC BEACH, PLORIDA 32233
'08, of W'q' 'rk NEW
1 DESCRIPTION ---------
LROA
otistr., TY!Lpe: WOOD- FRAME loot
Section:
roposed:
SIN0LE ,FKLY'(ATT) Township*, RNG: 0
Su
1 Code: 0 bdivision�
# ,-Section H
tim*ted :*,alue. $0.00
mp r ov,. '1�cos t
Total $60 '50
Am so
4uplox
toll :F 'Of-,ICATION ?ZZS
ST,
IMPAC FEE to 00
AP
CH, FLOA,
P 7 7 'o
-H.R.S.
$0.00
RADON CA
am 04,
S, PL*tl
�szwxlk $0 .00
ILLE, PLO�IDA' 32257 CAOSS CONNECTION
$0.00
Type: 4 SEC"H $PACT FEE
.00
C 0 ST SORCHARGE
0
f 0- ft F E POURING
NQT"- AU,,COW IFETE,POWS AND FOOTINGS MUST BE,' SPS BE R
T 0
PERMIT VOID SIX MONTHS AFTER DATE,04�ISSUE
DING MATER1.40"L;RUBSISHAND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND�MUS
03LARED UP M60AULED
AWAY BY rz 4ER r
11P ,ONTRACTOR OR OWNE
uf fe, COMPLY E,:,M C61 LIENI IT IN
E HANIC
AW CAN �RES'u
OWNE-A]"NG TWICE 0-FITH IMPROVEMIENTIV
wl�I, ING
XORbING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ.ECTTO RE
P OFLAW.
OF WNISIONS
777
PA ENT
'H"au
0=04
By
fta.
CITY OF ATLANTIC BEACH, FLORIDA
APPLICATION FOR ILICTRICAL' PIRMIT
Approwd bw
TO THE CHIEF ELECTRICAL INSPECTOR- DATE:
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN 'FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWINO, Wl
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHIPH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
Ole
EhgCTRICAL FIRM:..--- I BIQNI&IURF,
NAME V)csx?-A I rno5iruch MQ r.'j S+--
.61TWEEN:
NFL(4"'�APT.I I COMM.( I PUBLIC INDUS.I I NI I W(1<704D new.I I
ADDITION( I TRAILER ( I TEMP.I I SIGNS ( -) . � � -.80. FT.
URVICE., NEW i I INCR9ASEf REPAIR( I PER
CONDUCTOR SIZE AMPS OOPPER I ALUM.k-f
13 w .24
jmTCHQB-sALEAI(lR.-----�5D AMPS I PH ,,--- RACIWgY-
F.XIST.tEftV.SIZE AMPS] PH W VOLT , RACEWAY
FEEDERS NO. size_ IND. size - ko.
LIGHTING OUTLETS CONCIALED�— OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
SWITCH16
INCANDESCENT
FLUORESCENT&M.V,
APPLIANCKS BELL TRANSF.
AIR H.P. RATING H.P.,RATINO
CONDITIONING COMP.MOTOR--- - OTHERMOTORS AMPS CEILHEATt ICW44EAt I
MR
MOTORS H,P, VOLTAGE PH$ NO. VOLTAGE PH$
MIMLLAN��
TRANSFORMEtIS; _UNDER 600 V. --QVERGWV,
NO, KVA JOA- I NO, IKVA
MOTOR 81
NO.NEON TRANSF. NO. VA. ZE
EACH SIGN
FORWARDED
TOTAL FEES
CITY OF ATLXNTIC BEACH, FLORIDA
APPLICATION FOR ILICTRICALl PIRMIT
('0
TO THIF CHIEF ELECTRICAL INSPECTon. o9(�
IWORTANT NOTICE-
IN CONSIDERATION OF PERMIT GIVEN 'FOR DOING THE WORK AS PES'AlM IN Ht FOLLOWINal WE
tfff?EBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATION�j
WHIPH ARE A PART HEREOF AND IN'ACCORDANCE WIT" THE ELECTRICAL REGUtATIONS, CODES AND CITY OF
ATIAN11C REACH ORDINANCES,
ILECTBIGAL fll_%Mt HWIn ALIQJR191814 lIQNAj!j8E JOURNEYMAN
Mnr�l, S+- NoD --"x
own.sixt 11111TWEENi
At&fl"_-APT.I COMM,I I PUOLIC ( I INVUS. I I NEW Vf— OLD 1 1. Flow.I I
A001TION( I TRAILER TEMP. I I SIONS I
11FINIVICE., NEW Kf' INMASE I REPAIR I I
I p%v
CONDUCTOR-SIZE L L_-01 ps -COPPER ALUM.I If-"
ppTCH Q _5REAXlA,__12L_AMM_ 19-3--W Y_QLT
i
EXIST.Ilefiv.SIZE AMPS PH W. VOLT 11ACKWAY
FEEDERS NO; $121 NO. SIZ9 NO. size,
LIGHTING OUTLETS CONCEALED OPEN ToTAL
RECE"ACLES CONCIALE; OPEN TOTAL
XWfTCHES
INCANDESCEN'r
FLUORESCENT&M,V,
pt)(90 9-100 A I_l_rVlW___
Arl"LIANCIES I BILL t�Atdff
Alft 14.P. RATINO H.P.,11ATING I
WNPITIONING COMP.MQTon OTHER MOTORS AMPS Cell. HIATt XW.HtAt
OVA
MOTORS Hy, VOLTAOE pHs No. I VOLTA09 PH$
rm-A W_6wsw%-.*_ .Awmw�
TRANSFORME�11;_ -ADER 600 V. OVER wo V.
NO. KVA No. KVA
NO,NEON TRANSF. N6. -- IVA. moton MIS
EACH SION
FOFIWAFIDED)J
L_10LA�1!Ill
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address—
D a t e /
Heated Square Footage @ $301. 00 per sq ft
Garage/Shed @ $_per sq ft = $
Carport/Porch @ $_per sq ft = $
Deck @ $ per sq ft = $
Patio @ $ per sq ft = $
TOTAL VALUATION : $
$
Tot Val n 1st $
V L, ,T $ -Z 40
R�emaining Value $,5- per thousand
or portion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $
Fireplaces @ $15 . 00 $
BUILDING PERMIT FEE s
WATER IMPACT FEE $ 9 0.
SEWER IMPACT FEE $ 2-50,6,-Z-)
WATER METER/TAP $ '13
CAPITAL IMPROVEMENT $ S 2 ,5 �0
SEWER TAP $
( &/,?) RADON (HRS) . 0050 $ ;Z
RADON CAB $
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $ 47
(61k) SURCHARGE .0050 s 31
OTHER $
GRAND TOTAL DUE s a)5-23
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Electric/New Electric/Temp_ ; SwimmingPool
Septic Tank Well_; Sign Finish Floor Elevation
Survey other
CALCULATIONS and/or NOTES :
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address— 15?(9'7 Eut:
1 0 1 ool—
D a t e 9slo -
Heated Square Footage @
—per sq f t $ 0
Garage/Shed @ $ per sq ft
carport/Porch @ $_per sq ft = $
Deck @ $_per sq ft = $
Patio @ $_per sq ft = $
TOTAL VALUATION:
11/1?j 120y C)
Tot Valuapion 1st $ I-,00e,
-)j $ a V,*
V7 ,�6 A/ - Id 4 �
Remaifiing Value $,5.— per thousand
or portion thereof
TOTAL BUILDING FEE $
4- 1/2 Filing Fee $ 7-50
Fireplaces 6 $15.00 $
BUILDING PERMIT FEE s 345--2.-50
WATER IMPACT FEE $ '4 9 0.
SEWER IMPACT FEE $ -5o
WATER METER/TAP $ '(3
CAPITAL IMPROVEMENT $ S2-5
SEWER TAP $
( 6jy) RADON (HRS) .0050 $ 2 1?
RADON CAB $
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $ 40
(1,10 SURCHARGE .0050 S .3
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:
PSPIM
13 6IZ
0,
DEPARTMENT'(
)F 11311JOkbiNG
CITY OF:ATLANTIC.6064
PERMIT IXFORMAT, LOCAFUN lii3imi ION
ION --------
4-emif VuOer 113,62
1581 'MAItY STRZZT ' �
'P,ermi
t, T�pe: BUILDING : ATLANTIC BEACH FLORIDA 32233
1,41' s Of rk: ALTERATION
LZOAL DESCRIPTION
str., Type: WOOD PRAME Lot ; Block. Section:
ed Use , DUPL19X Township: RNG: 0
we
I Code: 0
timatedValue.
$0.00
I mpr,oV Cost., $0.00
' Pee$: $4T,.,00,
Tota I'
At :,Paid',
04 7 .0 0
1/23/9
D
77� EXT AN'D AIR 1*9�7jiE� RESIDENCE ,
T
1,WA ION P20
----------
Name RU TIO
PERMIT, WAG-'
dd N CITTOF
14ATER IMPACT FEE $0 .00
EACH, OLORIDA 32233 SEW IMPACT FEE $0.00 ,
Ph A?.
Nrokm AAD' Oft CAB 5%
Nam 0 R$ �INC CAPITAL IMPROVE.
$0 .00
9 BLVD. ,
$0 .00
n
40 se. �T
ype: Cz H I14PACT FEE $0 .00
CONST SURC ARGE .00
SCljARGZ/ATt,.BCH.
N4
ALL CONCRE 1 1 3 OR POURING
.*TF.FORMS AND FOOTINGS MUST Of.IN$pgCTgD: EF E
PERMIT VOID SIX MONTHS AFTERDATE.OF,ISSUE
BBISH AND DEORISIF
9 WING MATERIAL,AU
ROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
AkD UP A HAULED AWAY BY El
THER CONTRACTOR OR OWNER
URE
COMPLY, WITH.THEMECHANIC"S ,LIEN CAN ,RESULT IN
TWlC
EfOR "me-ro ROVEM
'PRI T
ECTT
UED ACCORDING TO APPROVED PLANS�WHICH AREFART OFrTHI 00
S PERMIT AND SUBJ
"OF�40PLICABLE PROVISIONS OF LAW.
a jlf%APT
PERly
70"W' OOM7
Oij
011EKS
I , NG DEPARTMENT 16732
0000"Im,
d&
777r
11,36 1
iL
Omkrm#NT OF SU OING
:666
CITY OF ATLANTIC
Pum"I' 'T INPORMATtON LOCATION INPORMATION
��r;i f, muii66r: 11361 A4(jr kis:, I!"a S MARY STREET'
' 'Perinit' , Type: MECHANICAL ATLANTIC, BEACH, ,FLORIDA 32233,
LZOAL DESCRIPTION- ---------
lass: of work:� NEW
WOOD PI Lot:,! I 0,ak: section:
Type:
0
roposed Vse.*. DUPLEX q� ,Township:
oll'ingt: 1 Code: 0 , i'si,on
'timAte,d ,"Value $0 .00
lmprov; �:Cost: $0 o'00
"Fees: $47 '00
Amoun
DA
NTRAL ,HZATAND AIR IN!.`j4%X:RZSI'DZNCE,
rk,,
[on ,----- APPLIC)tTION FEES
$47 .00
Na AtICT ON C 17 Y OFI�
kET, WATER IMPACT, PRE, $0 .00
3 FEE $0 00
CH 01, PLORII 1) ? 9
A,
6,"MA na
QKS,-H.ft,�S.
ItADON CAS,
------ INIP , -ON $0.100
NAme. - R 1 9 INC IMPROVE.- $0 .00
9 H1 S D
dress 9
ONEC�ION :,$0-00,
2 7CR
'PACT FEE $0.00
el 'It y e 0
St
' ' CONST.SURCkARGE �001
wm�
S:
ALL CONCRET -P*UR1NG- '
EPORMS AND FOOTINGS MUSY BeL 114$PgM
ISSUE,
PERMIT VOID SIX MONTHS AFTER DATE OF:
�ING MATERIAL,RUBBISH AJN,D btj3RI$,FR0M THIS WORK MUSTNOT SEPLACED IN PUBLIC SPACE,AND MUST BE
ED up HAULED AWAY,BY El T-HSR,tONTRACTO8 OR.OW
Lut om Ly.*V4 THE MECHI N, 0 LIEN CAN IN
it,,,,tro, P � Oqsl RESULT
RTY,-OWNtO,PAYINGTWICE,FORTj4t,,SU),"'' ROVEM9
PROO* 0 Imp NTS
-0 T ,AN
ACC NG TO APPROVE (PLANS WHICH ARE PAR, OF THIS I eRMIT D SUBJECT ,
E PROVISIONS OF LAW.
'AOL
LAW
LOIN
DEPARTMENT,
IC)l
v
.xq
_7 , A
Io V-A--
(Av CL oo
�j
/74-,
CITY OF
Ll
0--------Swction -------- AlLAN11C lit U'll.V1 04111% 4:-'
;ubdi v I vlon t---------------------- Building and Zoning FiiX(11041 247-5rA14
*treet Name DESCRIPTION OF WORK
r Adt.4roag:/�Ss--t it.
--------------- -� ------------
If In a FLOOD HAZARD
--------------wirass complete pug& 3.
Classa of Works
OnING INFORMATION
Type of
Comett uct ion I
o;ting Proposed
16triat:---------Uses-------------- Estimated Valu&
xceptions or
arlancre Grentaids---------------
Solid or
--- FAII*d
Urounds.............Wool%------ -----
OWNER INFOR"ATION
Method of Meetings
PropeatV --- Phon*%J------
MallIng
Addrives 7 14M��,6�A L9Z!L1*L
Zips
------------------------------ _Lif 7
CONTRACTOR INFORMATION
o
-----------------------------
ContrectoK I- Phona:_L
MallIng
Addr*iws, 7_4 Wd))AM31_114/,� 4 k) 0
lit,
-------------------- Zips ------ -
License Number I (�_ki C' v? C"Piretion
---------------------- Date$-----
I N6069T CENTIPT TWAT I HATIC IWAD AND 911AX11890 T101111 APPLICATION AND XXOV TUC SANIC Trl I I-
A::r COARCCT. ALL P11"16110011 0V 109 LAWS &ND QMS**Wtg DOVER"S"a TUSS TYPS Gv WeAp
C LIC0, WITH. W=TN411 W6611FICS INIMIN On 011r. Tug GNANI'SNO Cw A planar go",; wit a 9.
OXVC &LATMONSTY TO VJ1ftATJ1 40 CANCOL, Tilit FOW1820116 CW AUV FLIWRAL.. AiTA119 06 LCI:At f
RCOULATION2. 009INAMM1110 04 LAW IN AVV UANNCR. INCLUDIONS TUC OMPrantsul Cir ?It,*.
Pearann&wce Of COMISTRUCTION 4W "It PSOUCT. I uft"oUTswo IN&T Tug Ss,.;uAvL:c air ip.j ; rt-.,:,
CONTIN09MV UPON THE AftV6 IWMXATION 89100 711406 AND CONACCT AND ruAr Tug 0L.A01 ANP
D&T& K^V6 DECK OR 9WALL lit PROVIMP AD MCGUIXUD.
Oviner Signature L)at
Contractor SIqnsturw_'zL
FLOGDPLAXN DEVELOPMENT INFORKATZOU
Type of Developments.---- --------------- - -------------
Flood Zan*$............
Required Lowest Irloor
rf building is located within a flood hazard zone, a survey. ouL;t
be iade AFTER THE SLAB HAS BEEN POURED# certIfyIng that the
LOWEST FLOOR ELEVATION Is equal to or above the boan, flood
elevation established for that xone.
No final inspection will be made and no certificate of occupancy
will be Issued until the survey to on Silv� with the Building
Department.
COMMENTSt
Applicant Acknowleftements I understand that the Issuance of
this permit As contingent upon the above Information being
carr&dt and that the plans wW supporting date have boon or shall
be provided an required* I agree to comply with all applicable
provisions of Ordinance No* 25-7-11 and all other Iowa or
ordinances offectIng the proposed dev4lopment.
Signatur '
---------------- -------------------------- --------
Department Use
Required Lowest IPloor MovatIon ...............
As Built Lowest FLOW Elevation ----------------
Survey Filed with Building Department ...........
iopr&sontative
9 P
Page 3
TREE REMOVAL APPLICATION
SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDA�
BEFORE; THE MEETING!
KA-zm— G N s
?roperty Owner 's Name Adaress Telephone
Location of Tree Removal/Sit* Alteration
SECTION B - (To be completed by applicants whose property is zoned
residential , includes an existing dwelling, and which
is not presently owner-occupi*d)
1 . what changes are proposed to the above specified site?
,V\) 0 A�_�
z . What is the purpose of these proposed changes?
3 . Specify trees proposed for removal as follows:
—Tree Count— Species——Siz*(DBH x HOT)---Condition
1A I _N 'k
/ Vu
4 . Will these trees be relocated on the same property?
S. it not, will replacement trees be ilantod?
6 . Specify Rroposed replacement trees as follows :
Tree Count Species— —Sizo(DBH X HGT)
i . Attacn site plan. (Note: All trees proposed for removal must
be marked on site by IrSd tape or flagging).
SECTION R - (All other Applicants)
1 . Property Zoning:
2 . Submit the following:
SITE PLAN/TREE SURVU indicating:
a) Site topography, existing and proposed grades
b) Existing and proposed structures
c) Location of all trees w/DBN of six Inches or war*
d) Tree species and sites
e) Trees to be removed should be clearly marked
t ) Trees to be relocated should be clearly marked
9) Location at any proposed replacement trees
h) identify trees at special or unique characteristic
i) Idenity trees within 10 feet of construction areas
j) Show location and typt' at tree, protective barriers
k) Location at utilities, accesses and easements
1 ) Location of vehicle trav*L corridors
M) Location at commercial sprinklor/irrigation systems
n) Landscape maintenance plan (commercial only)
0) Staging areas for equipment and material storage
3 . All trees identified for removal must be marked on site by j-eA
flagging or tape.
SECTION C
I agree to comply with the rules and practices established in
Chapter 23, Ar7ticle 1 6f the Cod*, ot orainancos of Atlantic Beach.
Owners Signiture Date
CITX US& QjL
Applicant has complied with all provisions of Chapt*r 23 and
requirements of the Tree Conservation Board.
1�
Tree Conservation Board D*sign*o Date
NOTS: ,,Tree protection for *Ajdorg a" Devolopers" is available
at City Hall or from the Division at Forestry, 0719 Ifest Beaver
Street, 4acksonvillo, IFL 32220. (781-1434)
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSISTING OF SERVICE -SINK TRAP STAND
WATER CLOSET, LAVATORY 6 BATH (8)
TUB OR SHOWER STALL (6) .1 �(
WATER CLOSET
2— WATER CLOSET, TANK OPERATED (4)? VALVE OPERATED (8)
BATHTUB/SHOWER (2) URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) 11 LAUNDRY TRAY (2)
LAVATORY (1) COMBINATION SINK AND TRAY (3)
2- WASHING MACHINE (3) POT, SCULLERY SINK (4)
DISHWASHER (2) WASH SINK EACH SET OF
—7—FAuCETS (2)
__2,KITCHEN SINK (2) DENTAL LAVATORY (1)
KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
i RINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2)
U
BLOWOUT (2)
1 LAVATORY, BARBER/BEAUTY 2--ICE MAKER (1/2) 1
SHOP (2)
LAVATORY, SURGEONS (2)
IsURGEONS SINK (3)
OJACUZZI (2) URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS $20.00 EACH
JOB INFORMATION/M--/�',F
oepartmeat or Coii)fi�utiity Aftdirs Sty: �5 7 31
&W'FPaV EFFICIENC)., COOE FOR 6uh"Llieva
FORH 60OA-93 pesicjel�t-idl Hethod A N611fil Ri
PROJECI* NAHE: Pldll 1236 SQ. Ft. 18UROER: Kdss,-j ColisbuCii011
AIVO A00AIESS: /PERAII,T f T/va IT!1 HA T6'
1OFFICk": Atldatlz.-� lsei�12VXE: !L/ 2LI SL
OWNER: Aw-Imir r fV0. IYO.
CK
1. New collstruct-ioll 0C dddit-i0il New coostructloo
2. 3ingle fdh?lly det-dched Or tyult-ifdfililY dt-t-debed 2. illult-i-F�unily
3. If HultifdRily-MO. of units 3. 2
4. If lyult.lfdowily, is t-his d worst- cdse (yesloo) 4. Yes
5. conditiolied floor drea (sq. ft-. ) 5. 1236- 00
6. Predominant* edve oVel'Ild1W ('ft. ) 6. 50
.7. Pol'Cll OVel'hdt?9 lel?9th (ft'.
6. aids$ ared deld type: Single Pdae 0ouble Pdoe
d. cledl, aldss 8d. 0.Os 4 f t, 00S q ft
b. 711d�, film or soldl' scl'eell 81t. 0.Os q ft' 0.00S q f t,
9. F'1001' t.Vpe dild 111SVIdt-i0fi:
d. Sldb 0/l YlWde (R-VdJU&, Alel'ifiWtel') 0. 00 .;:7.00 f t
10.lYet' OVdll tV�)e d1'ed d1ld illSVldt'iO8:
d. EXterior: 2. Wood frdlne (Insuldtioll AI-vdlue) 10d-2 P-:11- 60, 1024. 00s q f t
JI.Ceiling t�Vk�& d1'ed d0d
d. UWel' dt't'iC (11?SUIdti011 RV/dli/e) 19. 06, , 6 64. OOs q f t
12'.Air dist-cf6ut-loo syst-eins
d. OUCts (IOSUIdtIOO " 10CdtiOlO 1 2d 6'. 0,0
L
73.Coolilig system !3. Type:. CelitIdd Al".
SEER: 70. 00
14.Hedtiag 3.vst-et#: 14. T)Ik�e: Hedt P00,41
HS,9-'F: 6.60
15.Hot- water syst-ex: TVpe. Elect,riu
EF: 6�.
76*.Hot- Aldter Credits: (HR-Hedt- Recovery, 146.
OHP-O,ed1cdt,ed Hedt- Pump)
prdctIce. 1, 2 or 3 2
IS.H;-'AC Credits (CF-Ceiliag Fdo, CV-Cross vent' is.
HF-Alhole house fda, A,8-At-t-lc 1'ddidld.
bdIVIel', 1YZ-1YUlti2'Ofle)
19.E'Pl' (oust not- exceed 100 Avolot's) I Q.
a. Ti)tdl As-8,ullt points I Qd. 244,C�26. 18
b. 7"Otdl sdse points 1 5.1b. 254 V.*".62
-------------------------------------------------------
--------------------------------------------
I Herel�v certifv thdt' the Oldl�S dfid Rt,.,)View of the pldfls dikl
SpeCifiCdt'!0liS COVel'ed bV OdS CdICU-- COVel'ed 111,V this Cd1CUjdt'iO1l ilidlUdieS
Idt-101l df'e ill CONA)IidtlCe With Vld C001,UldlWe 40ith the Fkffidd 6,*Oel'V�V
Florida Energy Code. 4COde. 6ef0l'e COOStl'UCti011 is COR,01&ted
thfs buildilty will be iospected for
IPAIEPAREV Sr: AIR ENGINEERS. MG. cooplidoce in accorddlice with Section
OA rE: 553. 96W /-".S.
herel�v cert-iffl Uldt. Uds I 'I is
1,
complidace witz F,10 Iod �01!,gy
code.
OWNERIAGEW: 84YROING OFFICIA1
OA.rE: OA 7T:_
Sly: 3 131
RORIVA ENEAWK EFFICIENO' C006" FOR SU111211V49
FORH 60OA-93 jvl�ole suildiag verforodlice Nethod A tVV1v7H
PROJECT' MAHE: Pldli 1236' 34. Ft'. ISUROER: Kdssel'
ANO A00RESS: /�W R tYI'7'7'1'tY(' 16'!DIIA TE
1OFFICE': Atldat-h,-� IL/ 2,L/ SL/
OWIVER: 1PERHIT NO. /Vo.
CK
1. New colist'ruct-ioo Or dddlt-ioa New
2. 3iflgle fdWiIY det'dChed OC tYUlt-ifdI#ilY dt'tdChed 2. Hulti-FgMilY
3. If Hult-ifdmlly-mo. of Uaits 3.
4. If ty'vit1fdoily, is t'his d worst. cdse ("Yes/no) ;. Ves
3'. condit-ioaed floor dred �5. �236*. 616'�
6. Pl'edofflilldlit' edVe OVel'AdOg 6'. L 50
Porch overhdog lengt,h ("ft. I;:".
Gidss ared dnd Lype: slogie Pdae 0ouble 1-`doe
d. Clear aldsS 8d. 0.0S 4 ft 00S(I ft
b. 718t-, M& Ot' SO]dl' screea 8b. 0.Os q ft 0.00S q f L,
9. Floor t.Vl,�& dfid MSUIdUOU.'
d. 3ldb on grdde (R-vdlue, perloet-er) 9d.R-- 0. 00 -;:7-00 f t
10.Net- WdIl t.41pe d1'ed dfld 10SUldti0fl:
d. Evt-erior: 2. Wood fI'dNe (IIISUldt-1011 R-VdJUe) 1("'d"-2 R-*11- 60, I024- 00Sqft
IJ.C&Ijil�y t*,Vk�& di'ed d0d iflStIldt'i0fi:
d. Uoder atTic (losulat'lon R-Vdlae) 664. 00sqft
12'.Air distribut-loo syst-ems
d. OUCtS (P�Silldt'iOO " IOCdt'iOl�) 12d. R-, 6.00 uncood
13.Cooliag systex 13. !'ype.. Cela-rdl A/C
SEEP. 10. 00
14.Hedtiag 3.vst-e#i: 14. TVk�e. Hedt' PU111,0
HSPF': 6-80
15.Hot wdter systein. 13'. ?",Ype: Electric
E*F': 0. 90
16'.hot, Wdt*er Credits. (HR-Heat, Recovery, 16.
0HP-0ediCdt-ed Hedt' PUOkl)
2 Ot 3
I6.HVAC Cradit-s (CF-Ceililig &wn, CV-Cross vent', /S.
HF-Whole house fda, RS-At-t-ic rddidat-
19.EPI* (must not, exceed 100 poiat's)
a. T�ot-al As-6ailt- points Qd. 24<I-F6. 16
b. Total Sdse polot-s I 4,�'b. 254 1,7'.6*2
--------------------------------------------------------
----------------------------------------- ----------
2" hereb�y cert'Ifv t'hdt' t-he p1das dod 1j'eVje4W Of the 1,11dOS d0d S1,)eCifiCdI!O0S
specifiedt-iotis covered b�v t-his cdlcu-- covered 1,�v this CdlCIJIdIiOfi I'lidlUdIeS
Idt-iO0 dl'e 10 CONA)HdIW& Wit'h tllt' complidlice *ith t-he Floridd Eoerqy
Floridd Enee'gv Code. Code. 6efore coastructioo J'S col#pleted
I be inspected for
PREPAREO 8�': AIR ENGINEER& INC.
OA rE.- 3-3-3. 96W F.S.
I herekv cert-IN t*hdt. this building is
it? Compliance wit*h the Jlorlqw�"aergy
code.
0oVtVEA'1A4a&VT':
OA;T: Z7 0 A�P-
0A 7E:
INFIZ IWA 710tV h60UC7Y0tV PRACTICk" COW/lA1VCE* CHFCKZ IS7
COHP01YENT3 3EC 7101V RE4WIRENEWS FOR EACH PRACUCE' CHECK
PRACTICE' V 6 06. 1 COW1 �' W17H A I I IN-11 IWA?"TON PRESCRIP FIVES.
----------------------------------------------------------------------I-------------
Windows 6*06. 1 /Vd,ki/#4/1# of 0. 34 Cl-W per lioedr foot, or operdble sdsh
crdck (ioclacles slidilip- gl.dss doors).
E'kteryor S 6*06. NdffifflUfli Of 0. 5 CFIY �:Iel' Sq. f L Of d001' d1'ed. SOJ id
Adjdcent- 00ors COI'e, WOOC/ 61dO&I, 10SUldted 01' yIdSS (YOW'S Otd)/.
---------------------I.---.----.-'---------------------------------
E*k tel'J.70/, joiat-s; 6 06. 1 7& be cdulked, yeisketed, wed Uiel—s tril..�ped or ot'her-
4 4CI'dcAs wise Sedled.
PRACTICE' �2 606. 1 C01YA11 Y W17H PRA C TICE' //7 A NO 7HE* FOI I OWING:
---------------------------------------------------------------------------------------
E'k-teriol' WdIls 606. 7 Top 1,11dtd Sedled. 111fi'ItTdt-iOl� bdrriel'
S Floors flist-d1led. 301,- pidte/flool, joillt. cdalked Or sedled.
--------------------------------------------------------------------------------
E*kt-erior A/dIls 606'. 1 Petietrdt-iolls, joiats dad crdcks oa interior surfdce
S Ceilings cdalked, sedled or gdsilvet-ed.
----------------
0act-Work 6 06. 1 Ouctwork DI uacoadit-ioaed spdee t#ust- be sedled.
--------------------
Firepldces 606'. 1 Equipped wit'l? outside cotnbast-ioa dir, dool,s d�jc/ flue
ddtv'vers.
----------------------------------------------------------------- ---------
E"IdId as t Fd as 606. 1 E'quipped wit-h dd#q.�ers. CombastIon devices see
606. 1.A.2.
---------------------------
co1pbus t1oa 606. 7 Col#bast'loa SIMCe d0d Wdtel' hedt'll�g S�VStet#S pCoVided
Hed t1lig wit'h out'side cotnbast-ion dir., except, direct, veat,
dpplid��Ces.
------------------------------------------
-"I' 07HEA' PRESCRIPTIVE' IYEA3URES (must, be Ifiet' 0/' eXCeeded I�V dil CeSioeflCeS.)
----------------------------------------------------------
Wdtwr Hedt*el,s 672. 1 COIRNY *it'I? �efficieacy requirements Yo 7dble 6-11.
Swit-ch Or cledcly tmckeel/ circuit- bredker (electric)
0/' CUtOff (9dS) 1PUSt' be W'OViefed. Elkt*el'l?dl OC bailb-
ifl hedt t-I'dV t'eqail'ed.
------------------------------------------------------------------------------------------
S*ilntleiag Pools 612. 1 SIMS d0d hedted 1,WOIS NUSt' hdVe CoVel'S ("e,kCept Soldl
S Sp d s hedt-ed). X00-CORMel'Cidl A)OOIS RUSt hdVe d CIUIVkI t'ilfiel'.
GdS SAW S kIOOl hedtel'S #iUSt' hdVe d ffifflifflUffl t-hel'Nal
efficiency of .78 percent'.
-------------------------------I-------------------------------------------------------
3hower Hedcls 6*72. 1 Wdt-er flow oust- be restrict-ed to no I#ol,e thda 3 yd'I'-
100S kvel' NIOUte dt 86,
-------------- -------------------------------- --------- ----------------
411, Olstribatfoo 6t0. I All duct's, fit't'109S, NeChdfliUdl e(.�ailMWflt' d0d kleOUIP
Sys teos Chdifibel'S Shdil be ffleChd8iCdIIY dUWC118d, Sedled, iflS-
Uldt-ed d0d iflSt-81led ili dCCOPddlI4C.- Wit-h t-he Cl'iterid
of SectIon 610. Ducts io ilocoadit,ioned at't-ics atust-
be 10SUldted to d nlllda�am or R-6. Ail, hdodlers shdil
avi, be instdIled ia dtt-ics fjl�less il? flIeC1?d0!Cdl
Closet.
------------
HVAC 6-oldrols 6 1 Sel,)dl'dt*e 1'eddfly dC0.-SSIble lfidnudl Ot dUtORdtiC
t'herlvost'dt' for edch sysb-f#.
602. 7 C83 R-3 bot'h SideS. COMP01? celliflg S, NOW's R-11.
----------------------------------------------------------------------------------
SUMER CA I CUZ A TIOIV3
6A3E ............ AS-84UR T'
Gi A 33------------------
ORIEN AREA x- 6SPH P01*1VfS TYPE 3C ORIEN AREA x SPH x SOF POINT3
tv 30.00 63.8 0 061 Cz R tv 115. 61, 36. Q3
o6l Cl R /V 3'. 0 38. 3 .66 4 101,21.2
E 29. 61,61, 63.6 1,906.2 061 CI R' E 9. 61, 5�. -96 6 6,;:'.
oal Cl 6., 20. 0
.64 i 339.
oil 20.00 6*5.8 13 t 6'. 0 VSL' C!l? -96' 1'534.2
h ASS
. 1.5 x COND. FiOOR / TOTAI GIASS ;: A03. al ASS A0j' GIASS &
AREA AREA FA C TOR POINTS POINTS POINTS
------------------------------------------------------------------------------------
. 15 1,236'.00 7-9.6?6� 2.34,:;" 3., I'm 2o 12, 199.32 4,60 1.4 0
NON GI A 33-------------
AREA x 83PH POINT'S TYPE R-VA 1 UE AREA x SPH ---- POINTS
WA I I S------------------
E'Alt, 7024.0 . 9 921.6' Elk-t- Wood F*I,dl?ie i 1. 0 1024. 0 1. 4 0.S
DOORS-------------------
Elk-t- 42. 0 6'. 1 256'.2 EN't, Wood 42. 0 6'. 10 256.2
CER ItVG3----
UA 636'. 0 .6 36�.6' Uodel, Attic Q. 0 664. 0 110
-2664. 0 Sj.a b-o o-,6ZI'd de .0 .:;"2. 0, 4 7.26, 2��6 6. 4
1 NFR. TAIA T'IVtV-----
1236'. 0 6. 01 <1686.0 7236'. 0 6. 061, 9666. 6"
..............................
--------��-'L�'- .......... - ---------------------
T'0TAZ SUKIYER POINTS
TO TA i k 8 YS f&f -� COOZ ING 7*0 TA I CAP OUC T' 3 YS MY ,(, CREDIT' COO!ING
SUM 19,is HUI 7" POINTS C01VION AIA TIO HUI 7" HUI i' tyul T' POINTS
----------------------------------------------------------------I----------------I----
20, Q82. '"112 3.;:, .-eW3.V / 14,250.40 7.00 7.0,;;-0 340 164. 36",
--Z *------*.
GZASS----------------
ORIEN AREA y :�: 1:101NTS MW SC ORIEN AREA x h4P/Y x- W0F' L POIN'TS
---------------------------------------------------------------------------------
N 30. (""0, 318.0 Ml Cl R N 75. 0 Z 3 7. 0p ? 16. 9
zwl ViR N 75. 0 113 7.21 732. 3
E 29. 00 -10.6 -307. 4 M CIR E 9.0 -9.2 .6w -?2.-.14
M Ci R E 20.0 -9.2 . 5W -104.3
W 20. 00 -70.6 -212. 0 M CZR W 20.0 -9.2 .89 -163. 3'
---------------------------------------------------------------------------------
CONO. MOR / TOM GIA3,5' -�� ADJ. &Z ASS A0J' 01 ASS 61 ASS
AREA AREA FACTOR POINTS POIN'TS 1910IN'T's
--------------------------------------------------------------------------------
. 75 1,236.00 19.00 2. 34 7' -837.40 -1, M&24 -90.63
NON MASS------------
AREA k b-h4PH �:* POl'NT3 7')-`PE R-VA 1 UE' AREA k- WPH -:�* POIN*7S
---------------------------------------------------------------------------------
hous................
Ext 7024. 0 2.2 2232.6 Exl Wood Frame 17. 0 M4. 0 3. ?0 3?88.6
006RS----------------
Ext 42. 0 7 2. 3' 5�6.6' Ext Wood 42. 0 Q. 30 516.45
CEIIINVS-------------
bw 636. 0 7.2 163.2 Uoder Atti*c 79. 0 6W4. 0 2. 00 7 328, 0
FlOORS---------------
31b ?2. 0 8. 9 640.8 Slab-oo-Grsok .0 12.0 18.80 7353.6
M117RATION---------
7236. 0 Z 4 9746. 4 Practice 12 1236.0 7.40 9746.4
TOTAL WINTER POINTS
11,354. 31 76,04 2. 7.::'
70 7A 1 3?`3 TEN z HEA 71AW 70 TA i CAP LeVC7* lc S),'37&Y k CR0217' -�� HEATING
WIN p7s Nbul T POIN'TS COHPON RA 71V M 7 MY 7 Nbi 7 MNA5,
-------------------------------------------------------------------------------
17, 354. 56 . 55 6�245.01 / 16,042. P7 7.00 1. 010 . 500 1.000 8, 5B2.66
AN TER HEA TIANG
SASE AS-BVIiT* zoo
Z Z o o o o :�*.�:o o o Z L�*.:�o o o o zoo=w
Iyuty OF' 'k Iyul T 0 TOW TANK ;-'Oi ZANE' EF 7ANK k IYUi 7* k CREDI 7 70 7A i
61107013 RA TIV How T,
-------------------------------------------------------------------------------
SW03.0 11,409.00 40 . 90 1. 000 3719. 7 1.00 11, 09.0o
SUM R V
azz 6AYE, zoo ozz A&WO 7' ozo
Cool ING HEA TING HO 7' AN TEA' 707'A I Cool I-jy4G HEA TING HO 7' AN TEA' 707AI
Po.rNrs 71 OPOINTS 11 PoItyrs ::I POIN773 POINTS � poltyTS -� p0j*tVT3 �: p-01,1VTS
-------------------------------------------------------------------------------
7163.6 6245.0 11409.0 23;4M61 5184.3 S380. 9 11159.0 24, 926. 18
EPI z on $
of the EP1 rdting ouaber
or for dny 17DY listed,
.dsA' your 6uilder for Q6. I
OCA FWw? 600A-1,13
or Folw 6008-93
0 1,0 20 SO 40 50 60 .::,,0 SO 90 100
----------------------------------------------
.11. is 100. )"he lower the EPI. the mor
?"be ad,timilm? d1lowdNe El. & efficient the holne
RE S AMENUAL ENERGY P6.-RFORHANCE RAT-ING SHEET
1 7by HOHE V41 UE iow Efficiency High Ef ficieticy
5DV4l*L Cl R 061 TINT'
WNOOW3. . . . . . . . . . . . . . . . . . . . .DOVJ�J'46 --------------A--------
INSul A rroty. . . . . . . . . . . . . . . . . .
10 R-30
ng ------------
P,
R-Vd I ue. . . . . . . . . 11.0 ---------------------A
R-O R-19
Floor R.-Vd I de. . . . . . . . . 0.o
A!R CONN�YONEA.. . . . . . . . . . . . .
SEER
SEER. . . . . . . . . . . . . . . . . . . . . . 10.6)
HEA 7*11V S Y3 MY. . . . . . . . . . . . . .
6.8 HSIDI" 72. 0
E.
I eCt'lle H5PF.. . . . . . . . . . . . 6.8 Pl---------------------
WA 7ER HEA 7ER. . . . . . . . . . . . . . . .
6�.88 0. 96'
Electric EF*. . . . . . . . . . . . . . o. go
6). 3*4 0. 90
ads . . . . . . . . . . . . . 0.06,' /-----------------------/
0. 46) 0.so
3oldl, EF.. . . . . . . . . . . . -------------------------
07HER FEA RRES. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
1' C&CtifY thdt theS& e0ergy .5dviag fedtw,es reqoired fol, the Fioridd
Zaergy Code hdve beea ilistd1led j/� t-l�js 1�vjj.
suilder
Address. signdtare- Odt-,-:
Florlda Coergy e4ode fol, 8ujjdij?g 7993
,F'Joricld oepdrt-twent* of Coomaoity Affdil,,.,- F'l-E;gll CAR0513
of the EPI rdting oulliber
Or for dlw 170Y listed,
dsA, yout, 6ailder fol, Ek"l'-,-" 98. 1
OC4 Forai 6'00A-93
Or Fo1w 6,006-93
6) 76) 20 36) ofO 50 60 60 90 100
-----------------------
i"he IfidAINUIR dllOWdbj.e EPI' is 100. i"he lowel, the EPI, the Iflore efricient the holne
RESIO&WIAl ENERGY RAT-ItY49 SHEE-7.
I TEN HOHE VA I UE i0so Efficiency High Efficielwy
SM4,1111 CIR 061 TINT'
. . . . . . . . . . . . . . . . . . . . .0041ble Cledl' -------------X-------
INW1 A 7TON. . . . . . . . . . . . . . . . . .
R-36)
celling R-Vd -------------
,Vdll R-Pd I ue. . . . . . . . . 77.0
R-0 R-19
Floor A7--Vd lue. . . . . . . . . 0.0 /A---------------------
A lR CONOITIONEAl. . . . . . . . . . . . .
3EER
3Ef--*R. . . . . . . . . . . . . . . . . . . . . . 7 0.0
HEATING SYVEH. . . . . . . . . . . . . .
6'.6 H3PF' 72. 0'
Electric H3,Prr... . . . . . . . . . . . 6.8 /A,-----------------------
WA 79P HEA TER. . . . . . . . . . . . . . . .
0.86 0. 96
Electric EF. . . . . . . . . . . . . . 90 /
0. 54 61. 90
ads &C.. . . . . . . . . . . . . . 6)6�
0. 40 611.66)
3oldr EF.. . . . . . . . . . . . . . -------------------------
07HER FEAWAIE3. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
I Certify that these doergy sdviog fedtares Ile 'ed for the Floridd
s "e
r"ner -V Code Aave beet? bistdlled it) this ho-
Suilder
Address: Od te.- libsl-�T
ci tyl-e-j-p
Florldd Energy Code for Suildiag Construction 1993
F*101'idd 0eodl'toent' of Collmllunity Affdirs Fl-EPI CARO,93
ZOA0 AtW E04YIPHEN?" 84YHHA/F Y
3-7-B
Fol Kassel
3820-1 Pdrk*dy Suite I
jdaAsonville FI S2257
gy: AIR INC
1094"", 6each SIVd.
JacAsonville FI 32276
)6 4 2333
Job 9: Pldo �236* Sq. Ft.
P'thl . F!,
zone :
h'DWU�' OESIGN COMOITIONS &IMYER 0/-"5I49jV
Oulside 32 Oey F Oatside ab: 94 Oey F
Inside db. ;:,6, Oeg F Inside db: 75 Xg F
Oesign TO: 38 Oeg F, 1,)es igo 112. 19 i,)eg F
l"Wily Range ty
Pei. HON. . 50
Ordins Astpl, 4 Q gl
r'iIE"A 71 N6'
-, -30VIA RV Sk"NSISlE CO&DA,� E4WIP 1OA0, 9121NO
Heat 1.oss 18366 Stah 31,l uc tal�e ��818 Slab
-eoli,L /6,10 CFN swatildKol?
v -itjon Ail 2090 Stub
Veal, Ail 1.oss 4/80 Stah Oesipo 7emp. soiav 3.0 veg F
Ve-5i,fro Heat load 22546 stab Use HfY. Odtd 0
Halt.
i,oldl, 3eas Equip 1.,odd Stub
MW W Haty 1 A ik-5V?' EaUIP ZOA1,',' 312JN4.1'
Coast Oual a 0 Firavlaces 0 I'aterim! Gains 1380 Stub
Watilatioa 3332 stab
HEA COO1 IN6' 2?57 Stub
Ai ea (sq. ft.) US6 i236 l'ol Idleot zoad ;;'463 Slab
Vol'umie (CO. ft.) 9888 9888
Ail Chal?(�,esllioul i.0 0.3 Equip lodd 2�3,;:T 81,ah
Equive,-Ieol. CFH 165 63
YEA[1NO EV4YIFVf6W1'* 54YHNARY 0001 IAV EQUIPHEA`7' 3UHHARY
r ,
Hake ieolw,k Ha ke I tmnux
Nodel C2237-82403 nodel 1 ORNW-30
7�vp& Ail Hdodlel �',ype lied Z Pul#p
-fflcif
6 -,ot;y / HS�OF' 6.6 /0.611
Hewliog illpal 6, Stub Sellsibi 4!,, Cooling 0 Stah
Healing Outpot 0 stab ldleat Cooliay 0 Stub
Hwating 7100 Rise 0 MY F 7601 Cooling 0 BEV//
Actual Healing Fdo 6B5 WN Actual 6'ooi'ing /--�a a 68,5 CHI
h'ty Ail /�'Jo* F�iulvl CkWI'll't 0 h Cip Air Fio* 4�eeelvl 1"'.4W3
5, J(,'ad /j4t?d/"`, Rdl)'o
NA,oYf,'jAi.' J. Ed. 1-t)IarY/'--J. 7M291 3'
Pri"tout certified by ACLA to Meet dil 1&quirellwols of HaovdI P�)r& J
Allaffi` 3 CA I CUI A 7'1 U-N O4'rV"4'2"l-V
job 9. Plevt 12.56 3q. FL 3-- 95
Oter
oa r
lo Lioo ce H
AC11i'R 9868 041-Ft'. N 0.016.;�'
stu/�
165 OFAI A 38 Winter TO, 6 902 13tub
Wioter ll�fijl�dtloo HIW
t3l
Ooo� Ared
�'886 Cu.F Z 63 CFH
sutw1wr ylifij,t r3i'lon 8tult
63 4""FH 'k 1,9 swim'?el iv, 1 uh
3. Su#meev il�filtrdtitm
SLub �31 /�qLij' jif,fpc/Ow i3-2 HTH
4�o o r A/ea
----------
ProceeJare 0 leit.eot I.nfill"I'dtioa adio
-------------- --------------
y/ .di ff. x 83 CFH A? 05 1 D"t U-11
6,9 k 4 9
P�ocedule V '�'-'qu4v?eot siziag lodd6
Si2l.-Og lOdd
01' j -101i
)"dt
100 ' 20'516'�
i "( !-,;,
St'os-171,1 e i.ode), lo/ sti-acture ("Ii(w 5b"b, 8tul�
Sao of doo, struclult, lodds Stab
I
Stub
Z odd
0.66 x 106� Veal.CFH 'k 49 yl .diff. 333,2 6tah
laf.erodl lodds - .236, x 6 iYo. People 7380 Stah
Jodo' 4:'�ioj# 2".;:"3� 6t all
Equipilleot 3iz"-og /Odd zateld .;:"463 Stab
iYu. of Firepldce6 is.
111AM-VAI J. .;:"th Ed. RIOW J.- V7. '; TAIT-51 i3
f.)erlifiecl /vy AX4 to oeet of I'-Idleadl Fol%�# 3
job W. P)do 1236' Sq. 2ooe.." 3-7-05
----- MANM A M 6d. ---- RIGHM: Vt. 72 Pdye
!/ Ndxe of A10011i Eld*ire Hoase 0,1111ole "Youse
21 Alumdoy F'L E�kkvosed WdIl 0 F*t. .;;"2.0 F,1-
31 Roolft Oiffteasioas, Ft. i 236. k /.0 F L
41 Oeilogs,F't / Condit. Optionl 6.6, 6.0 hedt/coul
----------------------------------------
1-KICIE 0/-" IC3il HbIl / Ared / 6tvh A red 8 t ah
EmSOME INO. lHtv 1CIg lleagthl Htp / CIS) lleitgthl HLg cl-a
----------------------------------------I--..-./ 1---.1
51 Owss Id I WC/ 3.41 2.01 !0241 too, )NOtt t �*-Syy
/b/ �z.S/ i-. S/ ,�/ �Ie,)tsy
Alalls and /c/ 6,/ 0.6el 6�1 't Sr t
Partitions Idl 0.01 01 0/ "ry.Sy S,�--,t*
,,/ 't"r-Irx, Syyy
01 01 6?1 OV 100K�,
6'. ol o.0/ ("/
------------------------------------- ----------
61 A,'Indows Id/ YCI 2.;;'.6/ ** 891 24521 Sy" MY 24521 S"S
& Glass /1.,/ .-�Clm 61 SS 0/ 6�1 )ry,)�y 6,1
00ors Hty. /c/ 6'.0 1 -ty 6)1 tte,�- 6�1
0/ 6�1 ert", 6"1
ol ol 6,1
0.611 6,1 ol Y.IjOr')t
-------------------------------- ---------------
iviaclo*s 1yor t b 123.01 641 -A,-y-ty / 1-,"341 b", 7<-,34
S Glass IYIS�Mv 6�/ )otys / �,,?/ 6�1
Low's Cl_q*. ES W 51 es,,w-t 353 33.51
3EXsiv �?/ y"oot
soutli S'S,)or
6,1
Hor2
--------------------------- --------------------
6/ OUir dool's 421 ;:134 43.;",
,/ 421 34 43,;;'.
6,1
----------------------
Ive t Id/12C1 3. 4/ 2.0/ 8931 30541 18161 5931 UU4 18161
Aposed Al 13CI 2.31 t.31 ol 6�1 6,1 o/ 6�1
011alls and /c/ �?/ 6�.6�I 6�1 6�1 6,1 ol
Pd r t-i I ions C// 0.0 1 O.ol ol o/ 6?1
/&/ o.o/ o.0/ ol ol 6q
fl �,,.ol 6'.6,1 ol 6?1 01 6el
-------------------------------/--------------
11,01 Ceilings ldlWll 2-01 2.S/ 664/ 133.;:'1 13131 66 4
IbI1601 2.31 6,1 ol 6�1
Icl 7801 7. 71 7. 91 ol 6�1
---------------------/--------------I.--1------/
/I t/ Floors 0.01 �;T/ 2216/ ;:`21 22�6/
IbI o.ol c,/ 6�1
/c/ v.ol ol 6�1 o/
--------------------------------/------------------
1721 Infiltration a 152. 1Y13.21 1311 69021 1-;:'26 t311 6,9021 1.�;'261
1-------------------------------/--------------------
1131Subt,ot S&M ZossM8_ 1111121 SSSS / 166961 1665-'61
1141 Ouct, 6t-uh loss la"I t-ltyy 16.;:'6,1
1751 Tbtdl Slab loss -�� 13v,14 "" / 183661 y�yy-)e t63661
/------------------------------- ---------------------/I-..----.------.-.----.-.---.------
1161 11d. Gains: People 0 3ool 6*1 78001 61
P 12001 41 ye"y / 48001 1111-*4,
Sabt-Ot' RSH $,",Ir / / ?4380/ X,700t 1,4 38c,'1
/16/ Z.70,cl stvh Gain 14 361' 162,9'/ 143,61'
1�91 761-al RSH Gain �� t.;:WS 1�58161 *,loot t66161
1201 CFN Air Rt�quired 68.51 685/ 6'6.5 685
PC)-fllOut Cel'lifi7ed by AOCA to mieez j
hANDAZ j; Ith W RIWH�jw
WINDOW 11A 7A
job Plan 1236 Sq.
W 0 IV A 3 0
/V K 1' '4 H 1"" G N H
Z� Y R 1 A W R 4 H I c
1 2 E- IV 0 a Z, 0 A A
WbO le hovs e
d 61 Y 2 90 1.6� 7.6� 0.0 1.6" 2j'.6�
d /I & n 0
OC'
-wd AVM lAk),(I
-L r� C4
jj/
Of v V-3 7
IS
03-13-1995 01:17PM FROM HLC:F'PLA,
WALL-PAN,SPECL TO
7300?00 P.02
OF MBLIC WOM
'1j, 6 IU4 Zoning Impaction Division
W54
June 7,1994
Mr. Jim Taylor
Holm" Lumber Company
8550 Roosevelt Boulevard
Jacksonville, Florida 32230-1301
Re: Uplift Connectors Installed In Wall Panels
Dear Mr. Taylor:
.In response to your letter dated June 1, 1994, the SEMCO Anchor (#TPP) - 20 gauge
With 5-8d nails each side Is good for an upilftvalue of 1,559 pounds., If you place these
anchors at the top plates Ond one at the bottom plate at 32 Inches on center, the
Maximum uplIft per stud 2t 18 Inches on center would be 780 pounds or 686 pounds
I approve the Installation of these anchom at th6 MirfufAdfuring plant If the Inspector
can Inspect the inside nailing top and bottom.
Please contact me If I can be of any further assistance,
Sincerely,
Clau a E. Ba 11 Sj Chief
Building &Zoning Inspection Division
CEB:bb
0: Jack Poster
George Lynch
A"� 0004 004 1630-1100 220 ?- SAY 6TARSTIJACKSONVILLS, FLOR10A 32202-3401
fill,
06-M-i994 e2-'18PM 9046302767
P.02
10-05-1994 12:36PM FROM HLC:F'PLA,WALL-PRN,SPECL TO ?300?00 P.04
7434748 DOLS KELLEY ENGR. 57e F01 JI-H 03 194 12; 17
sout"asup"Afetab maxact-actur*w
3 U0 I lAdoobV 00ve 0 Xa Mg t4$47
"A"WA&I rwrwa an is
t%WM2-lM PL WATJ 0 IM074-03U NAT.WATS 0(wg)7674zo
Jun 2, f 994
A L TERVA M MUQ SILL A NcHQR LN LIEU QF-ANrdii2R fiDLM
ANCHOR 80L*r WASHER UPLIFT LOAVS ARE SASED ON THE
M RING CAPACITY OF NO,2 SOUTHERN YELLOW PINE, COMPRESSION
PEA'PENDICULAR 'rO GRAIN $66(PSI)
ASCUMPTION: 2"SQUARE WASHER 4.00
9116 HOLE
3.120 SQ. INCHES
PINE BEARING x --19"Q INCH
1
DOZATION FACTOR
4'ON CENTER PRESCRIPTIVE SPACING 4'O.C. @
."6*&F
MOL EL #FA3 MUD SILL ANCHOR PUBLISHED UPL/Fr CAPACITY
fjdM*= 1.97 OR
586W 2'0,Cl
PLACEMENr TO EQUAL SOLT& WASHER CAPACIry
THE MUD SILL ANCHOR PLACED 2'ON CENTER ISEOWL TO AN ANCHOR
SOL r MTN A 211 WASHER, 4'ON CENT,5-R, INSTALLED AS SPECIFIED
AB 0 1E.
..........
z
rd
06-03-1994 ol PM ge46967542 P.02
YANUAi j. �:Vt Ed.
RIVIR"-d' WINOOW 12A TA
Job Alldit 1236' SQ. Ft.
w 0 Al G i S S 0 N A 3 0
N K 1 A 1 0 T H V G N H "'I
0 Y R i A W R A H 1 6 C tV
w i Z E H 0 49 z 1 0 A' Y T H
Whole House
d c it It 1) y 2 96) 1.0 7.0 0.0 1.6, 23. 3(',�.61 0.0
d It e d c /? it y 2 l."O 1.0 1 .0 0.0 1 .0 _;,9. 6) 24. 1
d It it d c it 2 Q0 7.0 23.0 30.
------------------- -------
xcoltstriictloo oudlyt d 'Yo. is:
,v is. i'AT 9 13
,%IA,VUAI j: Ed- RI'40H? -2 "Ud"
4
9 , EE
LL
LU
ui Ln
9A z m
91
-1 A-1 PT
LL LL
17E oil
03-08-1995 TJBeam(TM) Page I of I
TJBEAKA v4.20 sn:214010183 1111
HOLMES LUMBER COMPANY
6550 ROOSEVELT BLVD JAMONVILLE, FL 32244 Phone: 904-772-6100
904-772-1973 (fax)
------------------------------------------------------------------------------------------------------------------------
Name: DICK GOULD Project Name: Page Title:
Based on ALLOWABLE STRESS DESIGN ASD ) SBCC building code for TJM products available through Distribution
------------------------------------------------------------------------------------------------------------------------
Application........ Floor - Res. Deflection Criteria (MR) Member Use................. Beam
Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... O.Ooo
Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... O.Ooo
Live Load(psf)............. 40.0 Overhang 2L/240 2L/240 Floor Decking............... N/A
Dead Load(psf)............. 15.0 Repetitive Member Use....... N/A
Partition Load(psf) ......... 0.0 Reinforced overhangs........ N/A
Tributary Width('-").... 1- 0.00
LOAD: Class LDF Begin End Live Load Dead Load Comment
I Conc(lb) Roof 1.33 131- 3.70" 2382 1340 Add
2 Pcs of 1 . 7511 x 14" MICRO=IAM(R) ES LVL 2 .OE
. 111- 3.7S" - 21- 0.001
------------------------------------------ S I Z E A N A L Y S I S - A S D -----------------------------------------
IMPORTANTI The analysis presented below is output from software developed by Trus Joist MacMillan(TJM) . TJM warrants
the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code
accepted design values. The specific product application, input design loads, and stated dimensions have been provided
by the software user. This output has not been reviewed by a TJM Associate.
The load conditions considered in this design include Alternate member loading.
The maximum unbraced langth(s) shown are based on the controlling compressive forces on either the top or bottom edges
of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.
Right overhang may require bottom chord bracing.
Note: See Residential Products Reference Guide for multiple ply connection.
maximum Design Allowable Control
Shear(lb) 3859 3779 < 12259 324V RT. Overhang under Roof loading
Moment(ft-lb) 7566 7566 < 36296 480t RT. Overhang under Roof loading
Live Defl.(in) 0.046 < 0.200 2L/999+ RT. Overhang under Roof ALTERNATE span loading
Total Dafl. (in) 0.069 < 0.200 2L/699 RT. Overhang under Roof ALTERNATE span loading
Span I . Overhang
Max. Reaction Total(lb) -507 491S
Live(lb) -427(RI.33) 3116(Rl.33)
Required Brg. Length(in) 1.50(W) 3.30(W)
Max. Unbraced Length(in) 32 32
Copyright (a) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho.
MICRO-LAM(R) is a registered trademark of TrU3 Joist MacMillan.
TJBeam(TM) is a trademark of Trus Joist MacMillan.
13-3-12 SY42 THIS QWG, PREPARED LOADS G 0 By TRUSS 9FR
5�61-- jFOL FROM �OMPUTER INPUT DIMENSIONS) SUSMITTE-
F 1
4X2 SP T2 4x2 SP 02 N: REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
BOT CHORD 4x2 Sp :1 Dense
WEBS 4x2 SP 3 NOTE: THIS TRUSS MUST BE INSTALLEO AS SHOWN. IT CANNOT BE USED
UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR.
SPECIAL LOADS CONTRACTORS WARNING:
-------------------------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
TC - From 10i PLF at 0.00 to 101 PLF at 13.31 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OM114G
BC - From It PLF at 0.00 to 11 PLF at 13.31 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
TC 1955 LB Concentrated Load at 13.30
q
2 6 1954#
13!2 2
4'9"12 4*9" 12 _j?p3_1 9-7
3X.3 4 2X5
9 -12
IX4 Y. 3X3 J- A X4 3X6 3X3 5 6 8XIO
77
8'
3X3 3Xb 4�ff 4X6
11 '3 12 2
JX2' 4 7
13'3"12
13*3"12
k
R=241# -W=3"8 R=3177# W=3*8
TAG T1 SEQ: 76667
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 9 TOTAL - 9 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CAM 03/10/95 TC LL 40.0 PSF REF
XXIMPORTANTXXSMALL NOT BE RESPONSIBLE FOR ANY' WARNING it, HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE H16-91 BY TPI. SEE THIS DESIGN us TC DL 10 .0 PSF DATE 03/10/95
FAILU11E TO BUILD THE TRUSS IN CONFORMANCE WITH QSTGG BY 7PI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AGIN QUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP SC OL 5.0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
. 6606 BC LL 0.0 PSF RAG
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD
0 Fd
t ONLY. AND SHALL NOT BE RELIED UPON IN AM OTHER WAY. DESIGN 10 THE TRUSS ERECTION COHIRMACIOR.
CONNECTORS PER DRAWINGS 130. 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF TOT.LO. 55.0 PSF 0 A LEN. 13-3-12
CONFORM W/APPL CABLE PROVISIONS OF NOS 6 TPI. AN ENSINEER*S ALPINE TECHNICAL UPDATE P/l/911 Fop PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS UR.FAC. 1 .00
Ill Evks
I w--TPI - IRAs PLATE INSTITUTE. NOS - 199f NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION $fill ,% ISPACING 24.0" ITY09: sy42
Jdb: (5-0566) LOT / F2 14-5-8 SY42 THIS DW6. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SU13MITTED BY TRUSS MFR
TOP CHORD 4X2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
GOT CHORD 4x2 SP #2 N
WEBS 4X2 SP 63 + 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH
TO EACH TRUSS WITH 3-20d NAILS. STRONGBACK MATERIAL TO
BE SUPPLIED BY ERECTION CONTRACTOR.
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED
UPSIDE DOWN. TOP OF TRUSS MUST BE 14ARKEO BY TRUSS FABRICATOR.
2'6"
3X5 -6'4 12 6'4"12
IX4 3X4 3X3 1 4 1 (4 3X3 3X4 JX5
3X6 �X�4 311X�13 14'5"8 zX3 3X6
2X4 2XA
R=795# W=3"8 R=795# W=3"
TAG T2 SEO: 78669
PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY 6 TOTAL - 6 REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PROCUCT�. INC. TRUSSES REOUIRE EXTREME CARE 03/10/95 TC LL 40.0 PSF REF
)(*IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI� SEE THIS DESIGN 1" TC DL 10 .0 PSF DATE 03/10/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5.0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY OAACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTA04ED PLYWOOD SHEATHING. BOTTOM CHORD z BC LL 0.0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE :
CONFORM W/APPLICAOLE PROVISIONS OF NOS C TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER STATE OF z TOT.LO. 55.0 PsF O/A LEN. 14-5-8
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 AID OUR.FAC. 1 .00
t IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. IDESICN TO THE TRUSS ERECTION CONTRACTOR
---TPI -TALES!IATF INSTITUTE- SIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 24.0" ITYPF SY42
)cb: 15-0566) L12T / F3 14-5-8 SY42 THIS OWG. PREPARED FROM �OMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRU5S MFR
TOP CHORD 4X2 SP 02 N REFER TO OAAWING A150 FOR TYPICAL PLATE LOCATIONS.
BOT CHORD Alx2 SO 02 N
WEBS 4x2 SP f3 + 2X6 03 HEN-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH
TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO
BE SUPPLIED BY ERECTION CONTRACTOR.
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOW. IT CANNOT BE USED
UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR.
2*6"
3X5
6'4"12 1 6'4" 12
IX4 3X4 3X3 JX4 1 (4 3X3 3X4 3X5
I AV A tn]L--
+
3X6 fX:4' J X3 3X4 txf
X4 14'5"B - . 21X
R=795# W=3"8 R=795# W=3"B
TAG T3 SEQ: 78671
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 14 TOTAL 14 REV. 17.2m SCALE -0.5000
ALPINE EMINEEPEO PRODUCTS. INC. S 03/10/95 TC LL 40 .0 PSF REF
x*IMPORTANT*x SMALL NOT BE RESPONSIBLE Fop ANY WARNING TnusfAs.LREOulnc,cx,,Tpe,,NEN cAmw.
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY IWUCING. SEE HIB-91 SY TPI. SEE THIS OESIrN TC OL 10 .0 PSF DATE 03/10/95
FAILURE TO BUILD THE IRUSS I"CONFORMANCE W1114 QSTS6 BY YPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PC
ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIqEMENTS. UNLESS OINEAWISE INDICATED. TOP BC DL 5. 0 PSF DRWG
A446 GA 9 EXCEPT AS NOTED. APPLY CONNECTORS To EACH FACE OF CHORD SHALL BE LATERALLY BRACED WIT14 PROPER :
. �riors BC LL 0 .0 PSF RAG
TRUSS AND UNLESS OTHEIWITSE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD If
CONNECTORS PER DRAWINGS 130. $50 t ISOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LD. 55.0 PSF O/A LEN. 14-5-13
CONFORM W/APPLICAGLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COW43HENT DEPICTED 14ERE '"A" ,ICATION. FURNISH A COPY OF THIS onto DUR.FAC. 1 .00
IN ONLY. AND SHALL NOT BE AELIED UPON IN ANY OTHEA_WAY. I .'. TO THE TRUSS ERECTION COMPACTOR. rmEof"01 I
---TPI - TRUSS PLATE INSTI-TUTE. NOS- NATIONAL DESIGN EUIFICAIIDN FOR WOOD CON57AUCTION SPACING 24 0" _ TYPE SY42
JGb: (5-05§6) LPT 12-5-8 SY42 (LOAOS
F4 THIS DWG PPLPAREU FROM gOMPUTER IN�UT -DIMENSIONS) SUBMITTED BY TRUSS MFR
I;r A I_
50 FF
TOP CHORD 4x2 SP #2 N REFER TO DRAW: R TYPICAL PLATE LOCATIONS.
BOT CHORD 4x2 SP 02 N
WEBS Ax2 SP 03 + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH
TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO
BE SUPPLIED BY ERECTION CONTRACTOR.
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED
UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR.
2*6"
3X4
6'4 12 4'4" 12
—IX4 ( 3X4 3X3 IX4 4X4 3X3 3X6
cm +
X5 3X3 3X' (4 �X�5
PX4 12*9"R 4X4 2XA
R=685# W=3"8 R=685# W=3"8
TAG T4 SEQ: 78673
PLT. TYP.—ALPINE DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTr, INC TRUSSES REQUIRE EXTREME CARE 03/10/95 TC LL 40.0 PSF REF
I MPORTANT SHALL NOT BE PESP061BLE FOR ANY' WARNING IN HANDLING. FpEciiom AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN Tc DL 10.0 PSF DATE 03/10/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTB9 BY TPI. FOR A001710MAL SPECIAL PERMANENT SPACINGS RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 5.0 PSF DRWG
AAAG GR B EXCEPT AS NOTED. APPLY CONWC70RS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 s
!0
BOTTOM C"ORD
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESKGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 13C LL 0.0 PSF RAG
__SEE
PROPER
F THIS
CONNECTORS PER DRAWINGS 130. 250 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING OR.SEE STATE OF
TOT.LO. 55.0 PSF O/A LEN. 12-5-8
CONFORM W/APPLICA9LE PROVISIONS OF NDS C TPI. AN ENSINEER*S ALPINE TECHNICAL UPDATE (7/2/911 FOR POWER !r---
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE COPY 0 o RIO UR.FAC. 1 .00
DRYWALL APPLICATION. FURNISH A Copy I IS
IN ONLY. AND$"ALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT . rf
*__TPI . - - - - j I ......... ISPACING 24.o" ITYPF SY42
TRUSS MATE INSTITUTE. WDS 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONST
AM (5-0566) LOT / F5 5-3-12 SY42 —THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 4x2 SP ft N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
SOT CHORD 4x2 SP #2 N
NESS 4x2 SP 03 THIS GIRDER DESIGNED TO CARRY 14-05-08 TRUSSES FRAMING TO
TOP CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/SC SPLIT
FROM OTHER SIDE.
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED
UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR.
4X4 2
-IX4 ( 3X4 4X4 -7
C'U
t=Zl=i
fX�43 3fx;lz,3
5'3"12
2X5 4X5
R 118 1# W=3"B R=1181# W=3"
TAT T7 SEG' 78676
PL TYP.-ALPINE DESIGN CRIT-TPI OTY = 2 TOTAL 2 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PROOMTS. INC. TAMES REQUIRE EXTREME CARE 03/10/95 TC LL 40.0 PSF REF
I MPORTANT m*SMALL HOT BE RESPONSIBLE FOR ANY WARNING tm mmuNG. fAECTIOM Me ,00-
'JOS
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SAACING. SEE HIG-91 BY TPI. SEE THIS DESIGN TC DL 10 .0 PSF DATE 03/10/95
FAILURE TO BUILD THE TRUSS IN COWOMAWC WITH DSTBe By Tpl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA,GALV. STEEL MEETING AST04 OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP Z, BC DL 5.0 PSF DRWG
A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTOAS IQ EACH FACE OF CHORD SMALL BE LATERALLY SAACEO WIT"PROPER z
. 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIM POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD Z N BC LL 0.0 PSF RAG -
CONNECTORS PEA DRAWINGS t3a. 150 9 tGOA-F. DESIGN STANDARDS WITH PROPENLY ATTACHED AIGtO CEILING --SEE STATE OF 55.0 PSF 3-12
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN EmGIMEEA'S ALPINE TECHNICAL UPDATE (7/t/911 FOP PROPER TOT.LD. O/A LEN. 5-
SEAL ON THIS OAAMING APPLIES TO THE COMPONENT DEPICTED NERFE DRYWALL APPLICATION. FURMUSH A COPY OF THIS ORO DUR.FAC. 1 .00
IN ONLY. AM SMALL-NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -INEEvks
6--irpi . T"J"PLATE IWSTITUTF� NOS- 1991 NATIONAL OF F AT I SPACING SEE ABOVE ITYPF sy42
Jdb: (5-0566) LOT F6 5-3-12 —SUBMITTED BY TRUSS MFR
-SY42 THIS H& _REPARE FROM C2MPUTER OIMENSIONSL
REFER TO DRAWIP '250 LOCATIONS.
TOP CHORD 4X2 SP It N ;G FOR TYPICAL PLATE
BOT CHORD 02 SP 02 N
WEBS 4X2 SP 03 THIS GIRDER DESIGNED TO CARRY 14-05-OF.TRUSSES FRAMING 10
TOP CHORE) FROM ONE SIDE AND 02-00-00 AMING TC/BC SPLIT
FROM OTHER SIDE.
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED
UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR.
4X4
IX4 3X4 4X4
4X lu:
5'3" 12
2X5 4X5
R=li8i# W=3"8 R=1181# W=3"
TAG T5 SEQ.- 7B678
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - A TOTAL 4 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCT& INC' TRUSSES REQUIAE EXTREME CAM 03/10/95 TC LL 40.0 PSF REF
)t*IMPORT ANT)o(SMALL NOT BE RESPONSIBLE FOR AM WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE NIB-9S BY TPI. SEE THIS DESIGN TC DL 10 .0 PSF DATE 03/10/95
FAILURE TO BUILD THE TRUSS IN COWOF04ANCE WITH QSTad BY TPI. FOR ADDITION&SPECIAL PERMANENT BRACING RE
13C DL 5.0 PSF DRWG
o RIO
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUJAEMENTS. UNLESS OTHERWISE INDICATED. TOP
A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 RAG
?AUSS AND UNLESS OTHERWISE LOCATED ON THIS DESICK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0.0 PSF
CONNECTORS PER ORAWIMSS 130. 150 9 IGOA-F. DESIGN STANDAFIDS WITH PROPERLY ATTACHED RIGID CEILING SEE STATE OF TOT.LO. 55.0 PSF O/A LEN. 5-3-12
A
INEEP6
70"T sy42
CONFORM W/APPLtCA9LE PROVISIONS OF NOS 9 TPI. AN ENGINEEP*S ALPINE TECHNICAL UPOATE (7/1/91) FOR PROPER
SM ON THIS DRAWING APPLIES TO T14E COMPONENT DE ICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF I IS
11 DUR.FAC. i .00
IN ONLY. AND SHALL NOT BE AELIED UPON IN ANY OTL WAY. DESIGN TO THETAlUSSERECTION CONTA I SPACING SEE ABOVE IT
YPE
—*--Tpl - TRUSS PLATE INSTITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR NOW CMTF=T;I::j
Job: 5-0566 LOT / F7 3-3-12 SY42 APAREQ FROM CRMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TAUSS MFR
0 OR—; '5, , E LOCATIONS.
TOP CHORD 4x2 SP 02 N REFER T AWI OR TYPICAL PLAT
BOT CHORD 4X2 SP :2 N T BE INSTALLED AS SHOWN. IT CANNOT BE USED
WEBS 02 SP 3 NOTE: T141S TRUSS MUS
UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR.
3X3
JX4 ) IX4 3Xe
r---I
r A
—lu !Sj —V
x
P3-1" 12
2X2
R=182# W=3"8 R=i82# W=3"
TAG T6 SEG: 78680
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIAE EXTREME CAPE 03/10/95 TC LL 40 .0 PSF REF
X X I MPORT ANT SHALL NOT BE RESPONSIBLE FOR ANY WARNING I. HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOW, OR ANY BRACING. SEE HIO-91 BY TPI� SEE THIS DESIGN TC OL 10.0 PSF DATE 03/10/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ��US 1�1-
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP 13C DL 5.0 PSF DAWG
A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY OnACED WITH PROPER z 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD : m OC LL 0 .0 PSF RAG
COW41ECTORS PER OPAVINGS 130. 250 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LQ. 55.0 PSF O/A LEN. 3-3-12
CONFORM W/APPLICAOLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/9111 FOR PROPER v Z,
,CIIEE'I�f � ,
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF I",S o R110 OUR FAC. 1 -00
IN ONLY. ANO_SHU_L_NOT BE RELIE0 UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION COWRAC
0--TPI - TRUSS�T�T TE_ NOS - 19SI if CATION FOR WOOD CONSTRUCTION NF��iNG 24.0" TYPE sy42—
35 @ 48'
—7
ru fr) T 3, Cr R
f- t— F-
LD
LO
13 ' 2 - 9 - - 13 ' 211
Scale: none
-ob: (5-0567) LOT / T1 36' Hip Girder 8'g*9SB- THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #I Dense : T2 2x6 SP 02 N: BEARING BLOCKS: NAIL TYPE: O.131x3.O_g_pails
SOT CHORD 2x6 SP #I Dense BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK
WEBS 2x4 SP #3 0 0.000' 1 12' 2
1 35.708' 1 12' 2
NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139.
RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. BEARING BLOCK TO BE SAME SPECIES. SIZE & GRADE AS CHORD.
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED,
UPLIFT (LB): 1540 1530
BRG.LOC (FT): 0.00 35.71
TRUSS DESIGNED FOR 100.00 MPH WIND. 19.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM)
ENCLOSED BUILDING (1991 SBC)
-----------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
---------------------------------------------------------------
*N* UPLIFT xm* I *N* HANGER ***
H5 -455#(Jacks Only) HUS26 - + 27510 -12860(10d 1p y
NTS12 -iOOOS HUS26 - + 3315# -1550#(16d 1ply
14TS12 -2000#12 Each HHUS48 - + 4299# -1660# Od 2p y
MTT28B -3786# 2 E chkOdd HHUS48 - + 5180# -2000# 16d 2ply
MTT288 -44550(2 EaCh) (16d)l HGUS48 - + 6640# -2j99# 10d 2ply)
MST60 -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply)
CS150 -1650#(Each) I HGUS5.5- +11335# -3945#116d 3ply)
-------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEA DETAILS
#1 HIP DESIGNED TO SUPPORT 08-09-09 JACKS WITH NO WEBS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
36'
8'9"9 18'4'13 8.9-io
8xio 3X5 2x4 T2 3X5 a .0
—4 1.5X3
1.5X3
4X5 (A4) 4X5(A4)
4X5 (A4) 4X5(A4)
4X5 4XT- U7HO'12 4X7 4X5
36
36'
8*9'9 18*4" 14 -8*9"9
R=3612# W=3"B R=3612# W=3"8
TAG TI SEQ: 67972
FILT. TYP.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE-0.1667
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM
*IMPORTANT)(*94ALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. EAECTION AM 3/07/95 TC LL 30 .0 PSF REF
DEVIATION FROM XIAIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-01 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF OATE 03/07/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH aST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CGW14ECTORS AM MADE OF 20"GALV. STEEL MEETING ASYK QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRAMO WITH PROPER :
TRUSS AND UNLESS OTHEAW ISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD : 5606 BC LL 0.0 PSF BEG
CONNECTORS PER DRAWINGS 130. s5o r. jBiA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE : STATE OF z TOT.LO. 47.0 PSF O/A LEN. 36-0-0
CONFORM W/APPLICASLE PROVISIONS OF MOS& TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER k 0 RID
SEAL Old THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEFIE DRYWALL APPL ICATION. FURNISH A COPY OF THIS OUR.FAc. 1 .33
IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. """INE
.--TPT - T"S PLATE INSTITUTE. —NOS - 1991 NATIONAL DE�IG#j SPECIFICATION FOR WOOD CONSTRUCTION I . -I I I'�� I SPACING SEE ABOVE ITYPE hiPS
ob: (5-0567) LOT / T2 36' Hig 11 -2-6sa THIS OWG. PREPARED FROM COMPUTER INPUT (LOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2xA SP #2 N : T2 2X4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2X4 SP 02 N UPLIFTC ILB): 800 800
WEBS 2X4 SP 03 BRG.LO FT): 0.00 35.71
TRUSS DESIGNED FOR 100.00 MPH WIND. ig.50 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
(A) IX4 "I" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED BUILDING (1991 SOCI
8d NAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY ---------------------------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity H-Uplift*
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UK* UPLIFT mum I KKK HANGER KKK
H5 . -455#(Jacks Only) I HUS26 - + 27510 -12860 10d 1p y
MTS12 - -1000# 1 HUS26 - + 3315f -1550 0(16d 1ply)
MTS12 - -.20000(2 Each) I HHUS48 - + 4299# -1660#(Iod 2ply)
MTT288 - -3786#(2 Each) (10u)I HHUS48 - + 51800 -20,000(16d 2ply)
MTT288 - -4455#(2 Each) (16d)l HGUS48 - + 66400 -21990 10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#116d 2ply)
CS150 - -1650#(EaChl I HGUS5.5- +113351 -39450(16d 3ply)
------------------------------------------------- -------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
11 '2"6 13'7"3 11 *2"7
5X7 1 ,5X3 T2
T
(A) (A)
z 5 F,-,-i.5X3 1.5X3
Ln
3X6 (At) 3X6 (A 1)
:MCI 5%
m 3X4 3X7 3X 3FX4
36'
ru 36'
R=1844# W=3"8 R=1844# W=3"8
TAG T2 SEQ: 87847
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE -0. 1667 .
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM TC LL 30.0 PSF REF
XXIMPORTANT**94ALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AM 3/07/95
"
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 By TPI. SEE THIS DESIGN
'US TC DL 7 0 PSF OATE 03/07/95
FAILURE TO BUILD TIC TRUSS IN CONFORMANCE WITH GSTB8 BY TPI. FOR ADDITIONAL SPECIAL PEP44AMENY BRACING ME I I I-
ALPINE CONWC70PS ARE MADE OF 206A GALV. STEEL MEETING ASTH QUIRENENTS. UNLESS OTHERWISE INDICATED. Top Z BC OL to.0 PSF ORWG
. 5606
A446 SA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACEO WITH PROPER eg ?
IAUSS AND UNLESS OTHEP411SE LOCATED ON_ImIS DESIGK POSITION LY ATTACHED PLYWOOD SMEATHING� BOTTOM CHOR0 BC LL 0.0 PSF 13EG
CONNECTORS PER ORAMINGS 130. 350& 16OA-f- DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LO. 47.0 PSF O/A LEN. 36-0-0
CONFORM WAPPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION� FURNISH A COPY Of THIS 0 RIO
OUR.FAC. 1 .33
IN ONLY. AMU SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN To THE TRUSS ERECTION CONTA I _JSPACING 24.0" TYPE HIPS
�PT - TRU P1 A TE I NST I TUTF. NnS_- 1991 NATinNAL DESIGN 5PFCTFICATTON FDAWO CON�T TION
00 RUC
Job: (5-0567) LOT- / T3 36' Hit) 13*7^3SB 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.
SOT CHORD 2x4 SP #2 N UPLIFT (LBI: BIG BID
WEBS 2xA SP 03 BRG.LOC (FT): 0.00 35.71
TRUSS DESIGNED FOR 100.00 MPH WIND, 20.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
RECOMMENDED CAMBER 1/4" AT MIOSPAN BETWEEN BEARINGS. ENCLOSED BUILDING (1991 SBC)
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity H-UPlift
------------------------------------ --------------------------
*x* UPLIFT m*m 1 9** HANGER *M*
H5 -455f(JaCkS Only) I HUS26 - + 2751f -1286# 10d Ip y
NTS12 -10000 HUS26 - + 33150 -1550f 6d iply)
MTS12 -20000(2 Each HHUS48 - + 4299f -1660 10d 2ply)
NTT28B -3786f(2 Eachl (IOd)l HHUS48 - + 5180# -2000:116d 2ply)
MTT288 -44550(2 Each) (16d)l HGUS48 - + 66400 -2199# 10d 2ply)
MST60 -4688#(Per 2ply) I HGUS48 - + 80000 -26500 16d 2ply)
CS150 -1650#(Eacn) I HGUS5.5- +113350 -39450(16d 3ply)
---------- ----------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
13*7"3 8'9"9 k 13'7"3
5X5 3X4 5 5
T
5 F,7,- 3X4 X4
to
3X6 (A I) 3X6 (A 1) 7
1.5X3 3X7 3X6 3X7 1.5X3
36'
36' CU
R=1844# W=3"8 R=i844# W=3"8
TAG To. SEO: 87852
-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17.2m SC
PLT TY ALE =0. 1667
ALPINE ENG WEERM PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM TC LL 30 .0 PSF REF
I WARNING IN HANDLING. EAECTION AND
IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY 3/07/95
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NEG-91 By TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/07/95
FAILUAE TO BUILD THE TRUSS IN CONFORMANCE WITH UST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS UK MADE OF MA GALV. STEEL MEETING ASTK OUIREOENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG
A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS #140 UNLESS 0114EAMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BEG
CONNECTORS PEA DRAWINGS 130. 150 6 IGOA-F� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LO. 47.0 PSF O/A LEN. 36-0-0
CONFORM W/APPLICAOLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Rl JOUR.FAC. 1 .33 1
ONLY. AM SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
HIPS
TPI -_!!USS P1 ATE IN111TUTE. —NOS - 1991 NATIONAL OESIC�SPTCL�TCATION FOR WOOD CONSTAUCTI- [SPACING 24.0 ITYPE
Job: (5-0567) LOT / T4 36' Hip 16*SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED OY TR�SS MFA
TOP CHORD 2x4 SP #1 Dense : T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT JLB): 8JO 810
WEBS 2x4 SP #3 BRG.LOC FT): 0.00 35.71
TRUSS DESIGNED FOR 100.00 MPH WIND. 20.50 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
(A) IX4 'T" BRACE. SAME GRADE AS WES MEMBER, ATTACH WITH ENCLOSED BUILDING (1991 SBC)
8d NAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY ---------------------------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(0-Gravity (-)-Uplift'
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *99 1 *NX HANGER ***
H5 455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1P y
MTS12 - -1000# 1 HUS26 - * 33150 -15500(16d 1ply)
NTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
14TT288 - -3786#(2 Each) (10(j)I HHUS48 - + 5180# -20000(16d 2ply)
NTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2J990 10d 2ply)
NST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#116d 2ply)
CS150 - -16500(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
-------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
16* 4' 16'
5X6 5
3X4 jj 13X4
5 P-
C>
(A) (A)
3X16(At) e: I 3X6(At)
--ra-j X, X
5XiO 1.
36'
36'
R=1844# W=3"8 R=1844# W=3"8
TAG T4 SEQ: 87855
PLT. TYP. ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.1667
ME ENGINEERED PRODUCTS. INC. TRAMS AEOUIRE EXTREME CAM
X*IMPORTANT**SALHPLL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 3/07/95 TC LL 30.0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-Of BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS6 BY XPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING FIE TC OL 7.0 PSF DATE 03/07/95
ALPINE CONNECTORS AM MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRWG
FOR PFR
g_�
IS
TO ",9t1EEV0,q'
A446 GA 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER -Z
. 5606 BC LL 0.0 PSF BEG
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD M
CONNECTORS PEA DRAWFUGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -_we STATE OF TOT LO 47.0 PSF O/A LEN. 36-0-0
CONFORM W/APPLICASLE PROVISIONS OF NOS& TPI� AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUFO41SH A COPY OF THIS
Iz-,-- 1OUR!FZ 1 .33
I-M ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY- DESIGN TO THE TRUSS ERECTION CONT I
rj. 4 HIPS
T�l T11Ir_1 11T1 1.�TITYTF. !991 NATIONAL OESIGN qPFCIFICATION_toFi_yoqq coosmucriom ISPACING 2 -0" TYPE
J ob" (5-0567) LOT / T5 36' Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRJJSS NFA
TOP CHORD 2xA SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #I N UPLIFT (LB): 820 810
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 35.71
TRUSS DESIGNED FOR 100.00 MPH WIND. 20.92 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED BUILDING (1991 SBC)
--------------------------------------------------------------
(A) iX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING (+)-Gravity H-Uplift*
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ---------------------------------------------------------------
SUITABLE SUPPORT BY ERECTION CONTRACTOR. *K* UPLIFT *** I OWN HANGER WNW
H5 . -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1p y
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MTS12 - -1000# 1 HUS26 - + 33150 -I 550006d 1ply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 - -20000(2 Each I HHUS48 - + 4299# -1660#(10d 2ply)
MTT288 - -3786#(2 Each (10d)I HHUS48 - + 51800 -2000f(i6d 2ply)
MTT288 - -4455#(2 Eachl (16d) HGUS48 - + 66400 -21990(lod 2ply)
MST60 - -4688#iPer 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply)
CS150 - -16500 Each) I HGUS5.5- +113350 -39450(16d 3ply)
--------- ---------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
T1 . x 5X5 I.5X3
3X5 X5
CD (A)
1.5X3 i.5X3
5 F-,-
3X6 (Al) X6 (Al)
=MCI 3Xg- 36' 3 3X9
CU 36'
R=1844# W=3'8 R=1844# W=3"8
TAG T5 SEO: 87B63
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL 4 REV. 17.2m SCALE -0. 1667
ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE
X*IMPORTANT*K SMALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING, ERECTION AND 3/07/95 TC LL 30 .0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 03/07/95
FAILURE TO BUILD THE TRUSS In CONFORMANCE WITH 05788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 8C OL 10 -0 PSF DRWG
ALPINE CONNECTORS ARE KAM OF 206A GALV. STEEL MEETING ASTH GUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND LN&ESS OTHERWISE LOCATED OM_TMIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF BEG
CONNECTORS PER DRAWINGS M. 150 L IGOA-F. DESIGN STANDARDS WITH PAOPEI%.Y ATTACHED RIGID CEILING --SEE - STATE OF 47 .0 PSF G/A LEN. 36-0-0
CONFORM W/APPLICAOLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE. 17/11911 FOR PROPER TOT,LD.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. fURNISA A COPY OF THIS RID
IN ONLY. AND SMALL NOT-BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONT I IDUR,FAC. 1 .33 ITYPE
I- 7-1 !L"s P1 A TE INS T I TUTE, KIDS - 199J NATIONAL OESJSN SPECI .7FAJCIION ...I [SPACING 24.0 COMN
FICATION FOR MOW COW
jo b: (5-0567) LOT / T6 9*0 TERMINAL HIP 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.
SOT CHORD 2x4 SP 02 N UPLIFT (LB 420 400
WEBS 2x4 SP 03 SRG.LDC (FTI:: 0.00 8.71
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) .
Ot HIP DESIGNED TO SUPPORT 04-06-00 JACKS WITH NO WEBS. ENCLOSEO_DR FULLY OPEN BUILDING_(1991_SEIC)
-------- ---------------------- ----- -------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (*)-Gravity (-)-Uplift
---------------------------------------------------------------
*:x UPLIFT **m I *No HANGER Nm*
H5 -4558(jacks Only) I HUS26 - + 27510 -12868(100 1p I Y
MTS12 - -10000 1 HUS26 - + 3315: -0500(16d 1ply
MTS12 - -20000(2 Each) I HHUS40 - + 4299 -16600(10d 2ply
MTT288 - -37860(2 Each) (1001 HHUS48 - + 5180# -20000116d 2ply
14TT288 - -44550(2 Each) (16d)l HGUS48 - + 66400 -2199#00d 2ply
MSTSO - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2plyl
CS150 - -1650#(Each) I HGUS5.5- +113350 -39459(16d 3pl
-------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
9'
4'6" - -4 *6"
6 G-,-
2X4 (Al) X4 (Ai)
4"3 u &18
1 .5X4
�_2 9' 2
4*6" 4 *6"
R=774# W=3"B 396# R=774# W=3"8
TAG T24 SEQ: 78525
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = I TOTAL - I REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC. ZiSSEs REQUIRE EXTREME CAM 03/08/95 TC LL 30 �O PSF REF
)(IMPORTANT x*SMALL NOT BE RESPONSIBLE FOR ANY WARNING I HANDLING. ERECTION AND
THESE SPECIFICATIONS. OR ANY BRAC or TPI. Se E THIS DESIGN 7.0 P 03/08/95
DEVIATION FROM THIS DESIGN OR ING. SEE H113-91 TC OL SF DATE
[FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AS104 QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
T T . mor. BC LL 0.0 PSF RAG
RUSS AND UNLESS OTHERWISE LOCATED ONTMIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGF#STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF z TOT.LO. 47.0 PSF O/A LEN. 9-0-0
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENrINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER !r
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 811D 9 11
[DUR.FAC
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 13ESIGN TO THE TAUSS ERECTION CONTRACT
OR
_-TP1 - tn,,,;s Pt IF TNSTITUTC, NOS NATIONAL OESICN SPVCIFICATIO.FDA WOOD CONSTRUCTION ISPACING SEE ABOVE ITYPF COMN
Joti: (5-0567) LOT LJ 7*EJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MwFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 280 200 200
WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00
TRUSS DESIGNED FOR 100.00 MPH WIND. 19.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM)
THERE WERE 2 NAIL BEARINGS WITH 4 MAXIMUM ENCLOSED BUILDING (1991 SBC)
REACTIONOF 215.61. ---------------------------------------------------------------
TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. M-Gravity (-)-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, ---------------------------------------------------------------
KKK UPLIFT **x I KKK HANGER ***
CONTRACTORS WARNING; H5 455#(Jacks Only) I HUS26 - + 2751# -1286#(10d ip y
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 -10000 1 HUS26 - + 3315# -t550#(16d 1ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -3786#(2 Eachi) (1001 HHUS48 - + 5180F -2000#(16d 2plyl
MTT28B :4455# 2 Each) (16d)l HGUS48 - + 66400 -2199#(10d 2ply)
NST60 _468801Per 2p,ly) I HGUS48 - + 80006 -2650#(16a 2ply)
CS150 1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply)
------------------ -----------------------------
R&E&"HWMt411UMBEA DETAIL SHEET FOR UPLIFTMANGER DETAILS
_VO 8"2
C:)
6
2X6 W)
417
2 7*
R=521# W=3"8 R=74# W=1"8
TAG T15 SEG: 87927
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 22 TOTAL 22 REV. 17.2m SCALE -0.5000
"ENE ENGINEERED PRODUCTS, INC TRUSSAES REQUIRE EXTREME CARE TC LL 30.0 PSF REF
XXIMPORTANTMX SHALL NOT Of RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND 3/07/95
DEVIATION FF40H THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE hia-91 BY TPI� SEE THIS DESIGN TC DL 7.0 PSF DATE 03/07/95
FAILURE TO BUILD THE TRUS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 13C DL W.0 PSF DRWG
A44G SIT 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY GRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHIM BOTTOM CHORD 5606 BC LL 0-0 PSF BEG
M
CONNECTORS PER DRAWINGS M. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 7-0-0
CONFORM W1APPLICA6LF PROVISIONS OF NOS 6 TPI. AN ENSINEER*S ALPINE TECHNICAL UPDATE (711/913 FOR PROPER 0 AVD
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- I DESIGN TO THE TRUSS ERECTION CONTRACTOR. 24 EJACK
_1--TPI "_!FKAS PLATE INSTITUTE. NOS a 1991_tATIONAL DES113t SPECIFICATION FOR WOOD COkST TION ISPACING .0" TYPE
ob: (5-0567) LOT / J 5-4-14 EJ THIS DWG. PREPARED FROM-COMPUTER INPUT (I-OADS f, GIMENSIONSI SUBMITTED BY TRUSSWR
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 20D 200
WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 6.41 6.41
TRUSS DESIGNED FOR IOD.OD MPH WIND. 18.50 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 U991 SBC)
REACTIONOF 190.05. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- D.C. (+)-Gravity (-)-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
x:m UPLIFT KKK I KKK HANGER KKK
CONTRACTORS WARNING: H5 -455#(JaCks Only) I HUS26 - + 2751# -t286# iod 1p Y
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 HUS26 - + 3315# -1550#(16d 1p y)
AT SPECIFIC LOCATIONS. PAR71CULAR CARE IS ADVISED DURING 14TS12 - -2000#(2 Each) HHUS48 - + 4299# -16600(tOd 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each 10d)l HHUS46 - + 5fBO# -20000(16d 2ply)
MTT28B - -4455#(2 Eachlli6d)l HGUS48 - + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(160 2ply)
CS150 - -1650#(Eactil I HGUS5.5- +11335# -39450(16d 3plyl
--------- -----------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
R-i90# W=i"8
918"5
C)
5 C7,-
2X4 (Al)
4"1 17
2' 6'4*' 14
R=501# W=3"8
R=64# W=1"8
TAG T7 SEG: 87917
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL 4 REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE
XXIMPORTANTXX SHALL HOT BE nEwomiou FOR Amy' WARNING IN HANDLING. ERECTION AND 3/07/95 TC LL 30 .0 PSF REF
DEVIATION FAUN THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 13Y TPI. SEE THIS DESIGN �,0611 TC DL 7 .0 PSF DATE 03/07/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTIMI BY TPI. FOR ADDITIONAL SPECM PERK4NEMT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DAWG
A446 GR 6 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL
TRUSS AND LO&ESS OTHERWISE LOCATED ON THIS OESISK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 9 0.0 PSF BEG
CONNECTORS PER ORAMI 50 6 16CA-F. DESIGN STANDARDS MITH PROWALY ATTACHED RIGID CEILING -- SEE ST T 47.0 PSF O/A LEN. 6-4-14
Pt
T
S
I "" 1"' 1 _ 1 0
CONFORM W/APPL CABLE PROVISIONS OF NOS & TPI_ AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/3/911 FOR PROPER TOT.LD.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A C T Is OR OUR.FAC. 1 .33
RAr
.1
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OIHEA WAY. I DESIGN 10 THE IPAJSS ERECTION C ACT
TPI - TMI�� P1�TF T.STITUIE. NOS - 1291 MATTONAt 0FS1r.N SPFC!FICATION F�WOOOSONS PkIr.TJON SPACING 24.0" TYPE EJACK
Jgb: (5-0567) LOT I J-4-0-2 EJ THIS OW§. PREPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x4 SP #2 N UPLIFT (LB): 240 200 200
WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 4.01 4.01
TRUSS DESIGNED FOR 100.00 MPH WIND. 18.00 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 90.25. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (+)-Gravity H-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
*** UPLIFT WNW I m*m HANGER *xx
CONTRACTORS WARNING: H5 -455#(Jacks Only) I HUS26 - + 2751# -1286# 10d 1ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 : I HUS26 - + 33150 -15500 16d 1p y)
-1000:(2 Eacn) I HHUS48 - + 4299# -1660# Od 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 E8Ch) (10d)l HHUS48 - + 51800 -2000# 16d 2ply)
MIT288 - --4455#(2 EaCh) (i6d)l HGUS48 - + 6640# -2199# 10d 2ply)
NST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650# 16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
----------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
R=90# W=1"8
—F,,h 18-13 5
W
5
c%j
2X4 (At)
4'1 17,
2' 4'0"2
R=409# W=3"B R=29# W=1"8
TAG To._ SEQ: 87919
PLT. TY ALPINE DESIGN CRIT-TPI UTY - 4 TOTAL - 4 REV. 17.2m SCALE 0.5000
ALPI ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM
NXIMPORTANTHN sHALM'NOT BE RESPONSIBLE FOR MY WARNING I,, wmxiw.. ERECTION AND 3/07/95 TC LL 30 .0 PSF REF
" oiA I.",
DEVIATION FROM TH15 DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HID-91 BY TPI. SEE THIS DESIGN % , c"', TC OL 7.0 PSF DATE 03/07/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIN QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORWG
A446 GR 6 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHAU BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OT14ERNISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 807709 040FO BC LL 0.0 PSF BEG
ok?,
CONNECTORS PEA,ORAWjmGS 130. 160 9 16CA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 4-0-2
CONFORM W/APPL CABLE PROVISIONS OF NOS& TPI_ AN ENGINEER'S ALPINE TECHNICAL UPDATE Wi/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o A10
OUR.FAC. i -33
IN ONLY. AND SHALL NOT BE FIEL190 UPON IN ANY OTHER Why. DESIGN TO THE TRUSS ERECTION CONTRACT INE
---T�l - 1-111 1�Tl 1�1;11T.11. W35 - 199 1 SPACING 24.0" JTypE EJACK
NATJOMAJ DESIGN SPFCIFTCATTONFOR 0 --1
o b: (5-0567) LOT / J 1'7"5 EJ THIS DWG._PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIO S) SUBMITTED BY TRUSS_MFR
TOP CHORD 2x4 SP #2 N mmWARNING*m AN UPLIFT REACTION OF -84# OCCURED ON A
BOT CHORD 2x4 SP 02 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED.
WEBS 2x4 SP 02 N
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT l(LB): 270 200 200
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.61 1.61
REACTION OF 130.74. TRUSS DESIGNED FDA 100.00 MPH WIND. 17.50 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00. PSF (BOTTOM) .
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ENCLOSED BUILDING (1991 SBC)
MUST BE PROPERLY ATTACKED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
CONTRACTORS WARNING: M-Gravity H-Uplift
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ---------------------------------------------------------------
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING **m UPLIFT *** I M*K HANGER *K*
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 . -455f(Jacks Only) HUS26 - + 2751# -12860(10d ip y)
MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply
MTS12 - -2000:,22 Eaachj ( I HHUS48 - + 42990 -16600110d 2plyi
MTT288 - -3786 ch 10d)l HHUS48 - + 51800 -2000#(16d 2ply)
MTT288 - -4455012 Each) (16d)l HGUS48 - + 66400 -21990110d 2ply)
MST60 - -468801Per 2ply) HGUS48 - + 80000 -2650#06d 2ply)
CS150 - -16500 Each) I HGUS5.5- +113350 -39450(16d 3ply)
-------------------------- -----------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
2X4 (A 1) 17*8"5
5 r�;;- 1, 90"2
4"1 17'
___L_ c_:,_ 1+
2' wl- 1 7-5
R=397# W=3"8
TAG T9 SEG: 8792
PLT. TYP.-ALPINE DtSIGN CRIT-TPI OTY - 4 TOTAL 4 REV. 17.2m SCALE -1.�000
ALPINE ENGINEERED PRODUCTS. 114C TRUSSES REQUIRE EXTREME CAM
**IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY' WARNING im KM40LIW ERECTION AND 3/07/95 TC LL 30.0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIfICATIOWS� OR A., SPACING. SEE HtG-91 81 TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 03/07/95
FAILURE TO BUILD T14E TRUSS IN CONFORMANCE WITH UST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS AM MADE OF 20GA GALV. STEEL NEET114G ASTH OUIAEMEWTS_ UNLESS OTHERwISE INDICATED. TOP BC OL 10 .0 PSF DRWG
A446 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SMALL Of LATERALLY BRACED WITH PROPER 5606 7:
TRUSS AND UNLESS OTHERWISE LOCATED Olt THIS OESIrk POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BEG
CONNECTORS PER ORANI S 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE
I "GLVISIONS OF NOS& TPI. AN ENGIMEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER STATE OF 47.0 PSF A LEN. 1-7-5
CONFORM W.1APPL CABLE P TOT.LD. o/
SEAL 084 THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEAE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 AID OUR FAC. 1 .33
IN ONLY, ANO.SHALL NOT BE REL ED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
N--_LPT :_TRU�S_PLItE TITUTE. 0 -�1991 NIATIONAL SICit OR WOOD CONSTRUCTION 24.0" ITYPE F_ ACK
1� ___tL _�_ _��CIFICATION F
Ob: (5-0567) LOT / gi 5-3-15 EJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LBI: 340 200 200
WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.32 5.33
TRUSS DESIGNED FDA 100.00 MPH WIND. 18.58 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 151.40. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (+)-Gravity (-)-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
xxx UPLIFT mum I MKX HANGER mum
CONTRACTORS WARNING: H5 -455#(JaCks Only) I HUS26 - + 27510 -12860(10d 1ply
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10000 HUS26 - + 3315# -15500( 6d 1ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -20000(2 Each) HMS48 - + 4299# -1660#00d 2ply
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -3786#(2 Each) (10d)l HHUSAB - + 51800 -2000§(16d 2ply)
MTT28B -44550(2 Each) (16d)l HGUS48 - + 6640# -21990(10d 2ply
MST60 -4688#lPer 2ply) 1 HGUS48 - + 80000 -26500(16(j 2plyl
CS150 -1650#(Eacn) I HGUS5.5- +113350 -39450(16d 3ply)
------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
R=151# W=i"El
19*10*2
CU
6 F,-
2X6 W)
17*
2' 5'3"14
R=452# W=3"8
R=50# W=I"8
TAG TIO SEG: 87924
PLT. TYP.—ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM
*IMPORTANT)(*SHALL NOT BE RESPONStBLE FOR ANY WARNING IN HANDLING. ERECTION AND 3/07/95 TC LL 30.0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DE516N TC OL 7.0 PSF DATE 03/07/95
FAILUAW TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB 13Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
01� ALPINE CONNECTORS ARE KAM OF 206A GALY. STEEL MEETING AGIN GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORWG
[446 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER 5606
A
I BC LL
TRUSS AND UbLESS OTHERWISE LOCATED Ob�THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD it 0.0 PSF BEG
CONNECTORS MR OAAWIM4GS 130. 550 6 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47.0 PSF O/A LEN. 5-3-14
CONFORM W/APPLtCk8LE PROVISIONS OF NOG C TPI� AN ENGINEER*S ALPINE TECHNICAL UPDATE 47/1/911 FOR PROPER ORI Z
SE&L ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE 061YWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .33
IN ONLY...AND SHALL HOT BE RELIED UPON 101 ANY OTHER WAY. DESIGN TO tHE TRUSS ERECTION CONTRACTOR. TYPE
J�- 1991 NATIONAL DESIGN?-� IFICATION FOR WOOD CONST TION ISPACING 24.0" EJAC
___N S__ Ts
Job: (5-0567) LOT / J 3'7"15 EJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBML—TTEO BY TRUSS MFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 300 200 200
WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.66 3.66
TRUSS DESIGNED FOR 100.00 MPH WIND. 18.17 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC)
REACTIONOF 78.93. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (+)-Gravity H-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
K:M UPLIFT mm* I MX* HANGER N*m
CONTRACTORS WARNING: H5 4550(jacks Only) I HUS26 - + 27510 -12860(10d 1p y
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 - -10000 HUS26 - + 3315f -15500(16d 1ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) HHLIS48 - + 42990 -1660#(10d 2p y)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - --37860(2 Each) i0djj HHUS48 - + 51800 -2000#(16d 2ply)
MTT28B - -4455#(2 Each) 116d I HGUS48 - + 6640# -21990 10d 2ply)
NST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500116d 2ply
CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3plyl
--------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
R=79# W=1"8
"q
6 C%j
2X6 (B2)
17'
2' 3'7 14
R=392# W=3"8
R=26# W=1"8
TAG T11 SEQ: 87876
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = 4 TOTAL - 4 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM TC LL 30.0 PSF REF
x I MPORTANT)(M SHALL NOT BE AEW911SIBLE FOR AMY WARNING in HANDLING. EAEmoN AND 3/07/95
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN Us TC DL 7.0 PsF DATE 03/07/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05180 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORWG
A446 rA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED W THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0 .0 PSF 13EG
3-7-14A
'dtU E�VC' j C�
CONNECTORS PER DRAWINGS M. 150 6 16OA-F. DESIGN STANDARDS WITH PFKFVkV ATTACHED RIGID CEILING -- SEE STATE OF z 47.0 PSF O/A LEN. 3
CONFORM W/APPLICASLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER D AID TOT.LD. -7-14
SEAL ON THIS DRAWING APPLIES TO f#W COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAc. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN MY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR,
T.1 r T. �Tf T.STITUlf. NOS - 1991 NATTONAI OFSIGN SPFCIFTCATION F09WPOR CONSTAtICTION SPACING 24.0" TYPE EJACK
jo6: (5::10567) LOT / J_ 1 - 11-15 EJ THIS OWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N *KWARNING*m AN UPLIFT REACTION OF -260 OCCURED ON A
BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED.
WEBS 2x4 SP #2 N
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT (LB): 230 200 200
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.99 1.99
REACTION OF A5.12. TRUSS DESIGNED FOR 100.00 MPH WIND. 17.75 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ENCLOSED BUILDING (1991 SBC)
MUST BE PROPERLY ATTACKED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
CONTRACTORS WARNING: (*)-Gravity H-Uplift
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ---------------------------------------------------------------
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING **m UPLIFT *** I *N* HANGER xx*
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286f 10d 1p y
NTS12 - -10000 HUS26 - + 33150 -15500 6d iply
NTS12 - -2000#(2 Each) HHUS48 - + 4299# -16600 10d 2ply)
MTT2as - -3786f(2 Each) (10d)l HHUS48 - + 51800 -20000(16d 2ply)
MTT28B - -44550(2 Each) (16d)l HGUS48 - + 66400 -21990 10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#116d 2ply)
CS150 - -1650#(Eacn) I HGUS5.5- +113350 -3945#06d 3ply)
--------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
R=45# W=1"8
—FA-., 18 2-2
z 11-P
2X6(82)
17*
2 1 - 11"14
R=367# W=3"8
R=31# W=I"8
TAG T12 SEO: 87877
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000
"THE ENGINEERED PRODUCTS. INC TRUSSES REEGUIAE EXTREEME CAM
IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND 3/07/95 TC LL 30.0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AXV BRACING. SEE HIS-9i ST TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 03/07/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST8S BY IN FOR ADDITIONAL SPECIAL PERMANENT OWING FIE
ALPINE CONNECIOAS AM HAM OF 26GA GALV. STEEL MEETING.ASTK QUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG
A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPEA z 5606
TRUSS AM UNLESS OTHERWISE LOCATED Obt THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHIW BOTTOM CHORD 8C LL 0.0 PSF BEG
SEr
F
OR
CONNECTORS PER DRAWINGS 230. 150 C %GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 01610 CEILING SEE STA OT.LD. 47.0 PSF O/A LEN. 1-11-14
COMFORK WJ'APPLtCASLF PROVISIONS OF NOS C. TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/s/91) FOR PROPER T
SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF I is
DUR,FAC. 1 .33
IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS�RECTIOM CONTRACT .
.__Tp�- TRIAS R ATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR �COMSTFAJCTION o" SPACING YPE EJACK
job-, (5-05671 LOT / J -19' 11'3 Hi THIS OWG. PREPARED FRO14 COMPUTER INPUT (LOADS 6 01MENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 01 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 01 Dense UPLIFT (LBI: 200 200 200
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.93 10.93
TRUSS DESIGNED FOR 100.00 MPH WIND. 19.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF ITOP) AND 5.00 PSF (BOTTOM) .
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC)
REACTIONOF 583.34. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (0-Gravity (-)-Uplift
SETBACK ONE SIDE AND 08-09-08 SETBACK OTHER SIDE. CORNER JACKS ---------------------------------------------------------------
HAVE NO WEBS. **k UPLIFT **x I **w HANGER ***
H5 455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1p y
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. NTS12 -1000# 1 HUS26 - + 33156 -j550#(16d 1p y)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply)
MTT288 -3786#(2 Each 10d)l HHUS48 - + 5180# -2000#116d 2ply
CONTRACTORS WARNING: MTT288 -4455#(2 Eachi 116d) HGUS48 - + 6640# -21990(10d 2ply
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NST60 -4688#(Per 2ply) HGUS48 - + 80000 -26500 16d 2plyl
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 -1650#(Each) HGUS5.5- +11335# -3945#116d 3ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ---------------------------------------------------- -- ---
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
SPECIAL LOADS
---------------------------------------- ---------
TC - From I PLF at -3.13 to -56 PLF at 0.00
TC - From I PLF at 0.00 to -180 PLF at 8.71
TC - From -90 PLF at 8.71 to -iOB PLF at 10.93
BC - From I PLF at 0.00 to 3 PLF at 8.71
BC - From -87 PLF at 8.71 to -116 PLF at 10.93
TC - 76 LB Concentrated Load at -3.12
BC - 60 LB Concentrated Load at 2.76
Bc - 49 LB Concentrated Load at 5.89 R=284# W=1"8
750
T 20 8"6
-0
3.84 2X6
2X5(Bi) 17-
3 3X3
X3
10* 11"3
10' 11"15
1 _2'9"3 _1 _ 3' 1"7 5 1-5
1 - 4
R=586# W=5"779' 490 R=583# W=1"8
TAG T14 SEG: 87910
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL 4 REV. 17.2m SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC TRUSSES REQUIRE EXTREME CARE
X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR MY' WARNING IN HANDLING. EnEcTiew Am 3/07/95 TC LL 30.0 PSF REF
OEVIAIIOH FROM THIS DESIGN OR THESE SKCIFICATIOHS� OR ANY BRACING� SEE M16-91 BY TPI. SEE THIS DESIGN still TC OL 7.0 PSF DATE 03/07/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTU BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECIDAS ARE MADE OF 20GA GALY. STEEL MEETING AST" OUIAEMENIS_ UNLESS OTHERWISE INDICATED, TOP BC OL 10.0 PSF DAWG
A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WIT14 PROPER 5606
TRUSS AM UNLESS OTHERWISE LOCATED ON�THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD Z 13C LL 0.0 PSF BEG
CONNECTORS PER DRAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF 47.0 PSF O/A LEN. 10-11-15
t CONFORM W/APPLICA8LE PROVISIONS OF MOS 9 TPI. AN ENGINEER*S ALPINE TECHNICAL UPOATE 17/1/911 FOR PROPER -z TOT.LD.
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF T141S
0
IN ONLY. AND SHALL NOT BE RELIED UPON IN AMY OTHER WAY. DESIGN TO THE IRUSS ERECTION CONTRACTOR, UR.FAC. 1 .33
-TPI . TRuSS P1 ATE INSTITtLTE. Hn _!99 ATIONAL SIGN SPFCIFICATION FOFj V092 CPN�TAUCT!OH SPACING SEE ABOVE ITYPE SPEC
-- ___ _j_!!_ -- OF_ _ _ - I-- I ___ __
job: (5-0567) LOT / J 4'6 END JACK THIS OWG. PREPARED FROM COMPUTER_INPUT (LOADS DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2X4 SP 02 N UPLIFT "
FTJ: 0260 200 200
WEBS 2x4 SP 02 N ORG.LOC .00 4.50 4.50
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.
WIND SPEED - 100.00 MPH. 14EAN HEIGHT - 15.00 FT.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 S80
REACTIONOF 112.33. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- O.C. I+)-Gravity (-)-Uplift
14UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
UPLIFT.:.*N
I **x HANGER NOR
CONTRACTORS WARNING: 145 -45501 HUS26 - - 27511 :1286 Od 1ply
315, i550:,l
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS UTS12 - -10000 1 HUS26 - * 3 1 6d 1ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING UTS12 - - h 1 HWS48 - + 4299#1 :21=0,110d 2ply
518
3 ' E:r 80 00#
MTT288 - 20 02 C
INSTALLATION TO ENSURE T14AT THIS TRUSS IS ERECTED PROPERLY. 3786 E �h 10d) HHUS48 - + 6d 2ply
NTT288 - -4455:12 Eachl it 6dlj HGUS4a - * 66400 -21990(10d 2ply
r
NST60 - -4)88 Per 2ply) HGUS48 - + BOOON -265061166 2ply
CS150 - -1650# Each) I_HGUS5,5-_+113350 -394581i6d 3ply
---------- -------- -----
REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
R=112f W=1"8
10*3"4
6 Cu
2X4 (A I)
4'3
4 '6"
R=427# W=3"B R=36# W=1"8
TAG T�5 Ka: 78527
PLT. TY .-ALPINE DESIGN CAIT-TPI OTY - I TOTAL - I REV. 17.2m CALE -0.5000
ALPINE EHrINEEAEO, PRODUCTS. INC. AUSSES REQUIRE EXTREME CARE 03/08/95 TC LL 30.0 PSF REF
X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING 'IN HANDLING. ERECTION AND
DEVIATION FRON THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BAACIMG� SEE HIM-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 03/08/95
FAILURE TO BUILD THE T"S IN CONFORMANCE WITH OSTOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECIDAS ARE MADE OF 20GA GALY. STEEL MEETING ASTH OUtREMENTS.UNLESS OTHERWISE INDICATED. TOP BC OL 10-0 PSF ORWG
A446 GR 8 EXCEPT AS MQTEO. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER z 5606
TRUSS AND WILESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHIM BOTTOM CHORD x K LL 0.0 PSF RAG
CONNECTORS PEA DRAWINGS 130. 150 6 3fiiA-F. DESIGN STANDARDS wim PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICAOLE PROVISIONS OF NOS Q TPI. AN ENGINEEA*S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER STATE OF OT.LO. 47.0 PSF O/A LEN. 4-6-0
ORIlDt"
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUAWIS#4 A COPY OF THIS DUR.FAC 1 .33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRI ENECTION CONTRACTOR.
INEE05, .0" I-rYPF
---TPI - TALrS PIATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTIDN wl, ISPACING 24 jack
ob: (5-0567) LOT t-J 3_'EJ THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200
WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00
UPLIFT BASED ON tO.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ---------------------------------------------------------------
REACTION OF 37.26. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REGUIREMENTS
(+)-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *K* UPLIFT UK* I N** HANGER KKK
H5 -455#(Jacks Only) I HUS25 - + 2751# -1286#00d 1p y
CONTRACTORS WARNING: MTS12 -10000 1 HUS26 - + 33150 -1550#(16d 1ply
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -2002:1.2 EE:ch I HHUS48 - + 42990 -16600110d 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT280 -378 chl (10(j)I HHUS48 - + 51800 -2000# 16d 2ply
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -4455# 2 Each (16d)l HGUS48 - + 66400 -2
MST60 -4688#(Per 2ply) HGUS48 - + 8000# -2
CS150 -1650#(Each) HGUS5.5- +113350 -39450(161) 3p1j)
---------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
R=37# W=1"8
T&L9.6"4
_(n -IT,
z
6 C-,;-
2 X 4 (A Ir*)
4-3
_3'
R=3B4# W=3"8 R=14# W=1"8
TAG T21 SEQ: 87938
PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE
X IMPORTANT)(*SHALL NOT BE RESPONSIBLE FDA ANY WARNING tH wmxiw. ERECTION AM 3/07/95 TC LL 30 .0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-si BY TPI, SEE THIS DESIGN TC OL 7.0 PSF DATE 03/07/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST58 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM, OUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG
A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER
P . 5606
TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF BEG
t INE
CONNEC TORS PER DRAWINGS 130. J50 C 14A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE
CONFORM W/APPLICASLE PROVISIONS OF NOS&TPI. Am ENGINEER'S ALPINE TECHNICAL UPDATE ult/90 FOR PROPER STATE OF TOT.LD. 47 .0 PSF O/A LEN. 3-0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY THIS D Pilo q-I- OUR.FAc. 1 . 33
IN ONLY. AND SHALL NOT BE RELIED UPON %H ANY OTHEA WAY. I DESIGN TO THE TRUSS ERECTION CONTRACT . I -
Tll��11.11 1.�IIIUIE. 199- 5�A IGN I�JS�AIION FOR WOW CONSTAI�TION SPACING 24.0' ]TYPE JACK
- ___ __ _j__!!AT1L �S __ SPfS_ __ - w_� -
ob: (5-0567) LOT / J I 'Ej THIS QWG. PREPAREO FROM COMPUTER INPUT _(LOADS & DIMENSIONS) SUBMTTI,,
TOP CHORD 2x4 SP #2 N KNWARNINGNK AN UPLIFT REACTION OF -228# OCCURED ON A
BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REGUIRED.
WEBS 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT (LB): 260 200 2980
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00
REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (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 SI14PSON OR EOUAL UPLIFT/HANGER REGUIREMENTS
(+)-Gravity (-)-Uplift
CONTRACTORS WARNING: ---------------------------------------------------------------
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS *N* UPLIFT **m I *NN HANGER *mm
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 -4550(jacks Only) I HUS26 - + 27510 -12860 Od 1p y
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NTS12 -10000 1 HUS26 - + 33t5f -15500 16d ip y)
NTS12 -2000012 Each) I HHUS48 - + 42990 -16600 10d 2ply)
MTT288 -3786# 2 Each) (10d)I HHUS48 - + 51800 -2000# 16d 2ply)
MTT288 -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199# 10d 2ply)
NST60 -4688#lPer 2ply) 1 HGUS48 - + 8000# -21550# 16d 2ply)
CS150 -1650# Each) I HGUS5.5- +11335# -39450 16d 3ply)
--------- ---------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
6 8'6"4
2X4 (A 1) 10 3
4'3
�_2
R=505# W=3"8
R=-228#-60f"fl=1"8
TAG T�2 SEQ: 87941
PLT. TY .-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL 4 REV. 17.2m SCALE -0.5000
ALPINE ENGINEERED PAOOUCTS. INC TRUSSES REQUIRE EXTREME CARE
IMPORTANT x*SHALL NOT BE RESPONSIBLE FOR ANY' WARNING it, HANDLING. ERECTION AM 3/07/95 TC LL 30.0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION54 00 ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 03/07/95
us
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST8a BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE 1 . 1 11
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED- APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY 8AACEQ WITH PROPER z 560133
TRUSS AND UNLESS OTHERWISE LOCATED O�THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD : 8C LL 0.0 PSF BEG
CONNECTORS PEA DRAWINGS 130. 150& %GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE :
STATE OF z TOT.LO. 47.0 PSF O/A LEN. 1-0-0
CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AM ENSINECR'S ALPINE TECHNICAL UPDATE U/1/213 FOR PROPER - VZ, I
FS] -41ME
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLtCATION. FURNISH A COPY OF THIS R1 DUR.FAC. 1 .33
IN ONLY. AMU SHALL NOT SE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR.
---T!l -_!AOSS RAT! 1!!SJITUTE: 1991 NAT!2tAL �SSIGM SPftIFICATIOM FOR 30 COMST��Tiwt_ SPACING 24.0" TYPE JACK
67) LOT / J 4'6 HIP JACK THIS DWG. PREPARED Fa,�MT IOMPUTER INPUT (LOADS & DIMENSIONS) SUBMI.
'j 4?570"2x4 SP 61 N PROVIDE UPLIFT CONNECTIONS BEARINGS AS INDICATED.
BOT CHORD 2X4 SP #2 N UPLIFT ILB): 430 200 200
WEBS 2X4 SP 02 N BRG.LOC FT): 0.00 6.36 6.36
TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND
"ITH DEAD LOAD OF 5.00 PSF (TOPI AND 5.00 PSF (BOTTOM) .
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
REACTION OF 258.42. ---------------------------------------------------------------
TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REOUIREMENTS
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-06-00 (+)-Gravity H-Uplift
SETBACK. CORNER JACKS HAVE NO WEBS. ---------------------------------------------------------------
mr UPLIFT HUS26 _ +*290 HANGER Mm*
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. H5 -455#(J:.NNls Only) 751# -12 : iOd Iply
50 16d ip ly
NTS12 , -2000 E:ch I HHUS48 - + 42990 -1660# 10d 2ply
786:(2
CONTRACTORS WARNING: NTT288 - -3 2 E Ch 10d)l 4B + MOO -2000# 16d 2ply
5d) MUS
L
U
IS
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 :4455#(2 Eachl lil S41 + 66400 -2199# 10d 2ply
AT SPECIFIC LOCATIONS. PARTICULAR CARE 15 ADVISED DURING MST60 4688#lPer 2ply) HGUS48 + 80005 -L'6500 16d 2DlY
M INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 -16500 EaChl HGUS5.5- +113350 -39"450 11fid 3PIY
LIST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -10000 1 HUS26 - + 33150 -15
--------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
109# R-25B# W=1"8
9'3"13
0'3"8
m
4.24
cu
2_X4_ (A1.)
4"3
2'9"15 6'4"6
3'6"7 2' 11"7
R=422# W=4"15 - 13 1 # R=17# W=i"B
TAY. T�3 SEQ: 78530
PL TY .-ALPINE OESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000
ALPINE ENrINEEAEO PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAM 03/08/95 TC LL 30.0 PSF REF
I MPORTANT SHALL NOT BE RESPONSIBLE FOR AMY WARNING IN Kummr. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITH QST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING ME TC OL 7.0 PSF DATE 03/08/95
ALP BC OL
INE CONNECTORS ARE MADE OF 2OrA SALV. STEEL MEETING ASTm aUIREHEMTS. UNLESS OTHERWISE INDICATED. TOP 10.0 PSF QRWG
A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 BC LL 0.0 PSF RAG
CONNECTORS PER ORAMINGS 130. 250 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 01610 CEILING--WE
STATE OF TOT.LD 47.0 PSF O/A LEN. 6-4-6
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TP1. AN ENGIMEER*S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 nsla
SEAL ON THIS DRAWING APPLIES To THE COMPONENT DEPICTED HERE OAVWALL APPLICATION. FURNISH A COPY OF THIS 9-1:1 OUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS Evc."o,
I TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN jMCIFICATIGN FOR SPACING SEE ABOVE ITYPS: jack
TP a 1=71.TNOR' I I