Permits 1228 Linkside Dr (vault folder) 112111
4—
(Urtiftratt of Maltvattru
au
Attanfir Ntar4 Noriba
31tvartmut of Nuilbing Inspation
This Certificate issuedpursuant to the requirements ofSection 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use For the following.
F
Use Classification PJ Bldg.Permit No,
Group Type Construction s/ Fire District—Atlautic
662"0 South?oint Drive
OwnerofBuilding ("�entex Real EstateAddress FEE
R 3
Building Address W2 1 inksice Dry Locality Ar
51,
By: 41K
Building Official Date:
POST IN A CONSPICUOUS PLACE
CITY OF ATLANTIC BEACH
PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS
DEMOLITIONS
Owner(s) :
(4
Address:- 1 1;)P- _Phone: c;� 41
Lot #- Block or Unit # Subdivision:
Contractor: ;clneleyla geo�-ala* &--7742re4rs .
State License # CRC6410 �L(o
I I
Address: Phone No:
Describe work to be done%
Present use of building:
Valuation of Proposed Construction:
Proposed use:
Is this an addition? If yes, what are the dimensions of
the added space: ft. X ft. Will the added area
be heated and cooled? New electrical (or increase)?
New plumbing fixtures?_ Now fireplace?___New Heat/AC?
SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY,
ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR
AFFIDAVIT, IF OWNER I CONTRACTOR.
I C,
Signature OWNE Date*
Signature CONTR�/CTO Date: 7 19 -7
License Supplied:
RECEIVI:Lj
Liability Insurance: JUN .3 1997
Worker's Compensation Insurance: CitY of Atlantic Beach
Building and Zoning
oc�
0 -s'
7:�. It' X-
I- to I
ADDRESS-
BUILDING PERMIT NUMBER
INSPECTIONS: UNDER SLAB PLUMBING
FOOTING
SLAB
----------------------------------------------
FRAMING
COVER-UP__
INSULATION /z� -9
......... -----------------------
FINAL BUILDING__?
./ �/_Y - 93 ------------------
CERTIFICATE OF OCCUPANCY--!�Z-'
ELECTRICAL PERMIT
INSPECTIONS ROUGH- -3
FINAL
-----------------------
MECHANICAL PERMIT &_q6 ��
1269
PLUMBING PERMIT
NOTES:
I ,20v
DEPART111016' 'NT OF 011AIM140
C iTy oPATLA TIC SEAC..
LOtATION INFORMATION ---------
Ptf*,�T ,INFORMATION
�IV
permit Number: 140179' Add.res 12-28 LIKKSIDE, D? T
32233�
Petmit� *Ty ATLANTIC SZAcA1_ F%
ZSCRI PT,101C
of,W -------- LEGAL D,
WOOD PRIME 91 odk; Lot Twp: 01
se. 0
p r�d FAMILY S �,.tion: Rng: 0
T
ornopose" ' Re *,SINGLE Subd
r's . Subdivi s ion SELV& LI K-si�I DE
0
�Att Value: 0'.001
Improv. , ,rost 4 3Q,Q.00
Total. Fees 25.00
25.Ob
��� ,pg 1 ,p_
mount
M"
311997
Date
..........
Work'
ION� APPLICATION Ftgt�
Name, ,
Aidd DRIVE
A,
NO-a
FLORIDA 3 1 "
PT0,
n 7 A "Fe
A R rO
��Nlatmw: trL Dk
A
_ATLANTI CHi :FLORIDA 32233
""j
.........
:Notes:
vo":'�
NOTICE ALL C10f*CAIET19.f0,RMS AND'IFOOTINGS MUST VIE,INSPECT60 6#00k a
UIE
PEA TV ID SIX MONTHS AFTEObATEOF 1,
0
BVILOING-MAtERiAL,RUBBISH,A]ND 6EBOISFROWTHIS WORK MOST''NOTLBE PLACED IN,PU8.L1C'�P4Ce,1A-Nb MUST BE
0
0Z�ARED 0 AND HAULED*Ay 1BY1811tH',R fCON ,RACT R OR OWNE
7 !,
_ YWITH TkE MECHANIC's"L11
NLAW CAK'AESULT IN
'U
FAIL,JR _0 L
PAYING TWIC F i,,R 0 NG
THt`PR,0"RTY
TS-11''
�7,
AND ECT TO, EVOCAT
&D,PLANS W
kl'COIRDING�TO APPRO, HICH ARE PART Of THIS PE MIT
A 'APPLICABLE PA�'.Y"�,Of LAW.
ATION.OF
�il& 4A�
7a
JT 15"
ME� Utz
AT�AN Ic ACHIBUILDING.DEPART
4 -
'WAP SHOWNG BOUNDARY SURVEY OF
LOT 1,9 . BLOCK - am AS SHOWN ON MAP OF
"fe rz V.-O ,z A Ad:�5/494 F /.A//,r /
AS RECORDED IN PLAT BOOK !L64 PAGES V 4 OF THE CURRENT PUBLIC RE-CORDS OF DUVAL CO., FLA.
FOR: AIIOW&,:� 400
NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT.
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APR 211993
Building and Zoning
ICI<1141- saleley Allore., le Azz
I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND:
TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 21HH-6.FLA. ADMINISTRATIVE CODE
(PUFtSUANT TO SECT)ON 472.027,FLORIDA STATUTES).AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- CONCRETE WO"UNIENT
MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY FOLIND)RON
1 0 SET MON-L.S. 1704
FLQQQ CERTIFICATE YHE LOY SHOWN HEREON IS IN FLOOD 0 A L SUILD"66 RESTRICTION LINE
ZONE .)(," AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON ANo ASSOCIATES, INC. CENTRAL A"Llt
MAP COMMUNITY PANEL NO 120075 09V/-7 DATED 4-17-09 1643 NALDO AVE. JACKSONVILLE, FLA 32207 a RADIUS
eln' 'PA A AM INSTANCE
C", C"ORO DIST0610"
C, POINT OF CURVATURE
SURVEYED "e-f-vy 21 19 Z�/'1-14�v :1. POIN7 OF T&R"NCY
REGISTERED SURVEYOR NO FLA PXC. PWNT Of REVERSE CURVE
SCALE: Z
P C.C, "FIT OF COMPOtOM CjXr4F
47Z,P6� FIELD BOOK 41W,? PG. 4f4t
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cut f .OA
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DAC
OT-
�-00�: TS,qOO:* 'f I THIS QWQ. PREPABED FROM COMPUTEQ INPUT (LOADS & DIMENSIONS) SUBMITTED 5X TRUSS WR.
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X–LOC L–A: 0.29 4.00 7.71
SOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO. PINE #3 19% BC X–LOC L–R: 0.29 *4.00 7.71
NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS GIRDER HAS BEEW DESIGNED TO SUPPORT:
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FROM ONE SIDE-- 7' 0' OF SPAN FRAMING TO THE BOT CHORD
OPPOSITE SIDE-- 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 131 PLF
SEE DRWGS. 130 & 16O/l6OA–F FOR TYP. PLATE LOCATION DETAILS.
.1tAltApAl
4X4
2 . 5X4 (Al) 2 . 5X4 (Ai)
6.00 6.00
IX3
4-0-0_1
8-0-0 OVER 2 SUPPORTS
R-7590 W= 3.50" R-759f W- 3.50'
PLT. TYP.–ALPINE SEON-- 35114 FURNISH A COPY OF THIS DESIGN TO ERECTI C'2 REV 15.4.7 SCALE 0.5000
.RM 7--'%
N*IMPORTANT**".,ILNE,.ETOD.EuzPD,.waL=,MDR umcff�WARNING IT=A.Lm,Ewm wRENE cut ......... P,w,
932=NN AND 'DESIGN CRIT:TPI �REF
DEVIATION FROK THESE SPECIFICATIONS OR ANY DEVIATION "m GWIHB-Sw SIRACINO NOW mmm t TC LL 30.0 PSF DATE 09/14/90
THIS DESIGN OR ANY FAIL(W TO BUILD THE MASS IN CONFORNMCE COMENTART A60 RECONNIMATIONS-STPI). SEE
HOLMES KIIN THE 'QUALITY STANDARD QSTS@* BY 7PI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERHA- HL 34969
TC OL 7.0 PSF WG
DR
AN NAKFACTURED FROM 20 64" GALVAkIZED STEM UNLESS NENT OWING RE&JIBEHENTS. UNLESS OTHEWINE -ATE
I
OTHERN BE SHOW. MEETING AEGUIREJ"TS OF AST04 6446 GRAM A. SHOW TOP CHORD SHALL BE LATERALLY SAACEL BC OL 10.0 PSF –ENS
LUMBER AMY CONNECTORS TO BOTH FACES AT EACH Jamy AND m ITH PROPERLY ATTACHED PLYWOOD SHEATHT It. 'OT.LD 47.0 PSF O/A LEN. B-0-0
U01H. OEAGING WIDTHS ARE 40 NONUNAL UWE% 1=1
V17SE 1 0
0 RtSI CEILING OR IW—I"b
_1:...CHORD N T" E
OFsj6w A09MAN COWDR4 WITH APPLICANU SPECIFIED am DESism Do hol LAW I."
11 .33
ON W11"FINE FKIAROANI TftATEO LL"Kfk (DUR.FAC. I 1PT CH 6.0/121
--.— —�. --r—- lqc)Ar7Nr, czFF APnVF I TVC)=
\4,0 : TS 9-nnfi-TI-2 THIS QWG. PREPABED FROM COMPUTER INPUT (LOAUS j OlMtNSTOLIS) SUBMITTEO BY T"S MFR,
TOP NORD 2X4 SO. PINE #2 KO 15% TC X—LOC L—R: 0.29 3.77 7.03 10.50 13.97 17.23 20.71
SOT CHORD 2X4 SO. PINE #2 KD 15%
WEBS 2X4 SO.' PINE #3 19% BC X—LOC L—R: 0.29 1, 15 10.50 13.85 20.71
NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS #1 HIP DESIGNED -TO SUPPORT 7' 0" JACKS WITH NO WEBS.
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS.
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS.
ItIG
4XB IX3 4XB
u
IX3 Ix
4X5 (A2) 4X5 ()A2)
00
6.00 �6.
X5
1-0-0 7-0-0_12-0-0 7-0-0
21-0-0 OVER 2 SUPPORTS
R-2069# W- 3.50" R-20700 W- 3.50'
PLT. TYP.—ALPINE SEQN-- 35115 FURNISH A COPY OF THIS DESIGN TO ERECTI CON REV 15.4.7 SCALE 0.3750
EWDWM WDOWTIL De. MMEX 010310M 9XTFM CAM . 1 $.S---.1 , DESIGN CRrT:TPI REF
**lMPORTANT**"9mpUlwNOT Of FESPONSIOLE FOR ANVWARNING IN MANOLINIL ZROCTION AND IV ....
1)*..**,4,%Fi ..% I TC LL 30.0 PSF DATE 09/1 Al 90
DEVIATION FIVIN THESE SMIFICATIONS OR Ain DEVIATION FFION ft-CING.SEE 'Off-76%OWING NOOD TINSSES: e0l I. 1�
cq,-
HOLMES THIS CM16H OR ON FAILIM TO BUILD 119 MM IN COWFOR"" CONNENINK AND FIXONNENDATIONS-TI'l). SEE U I%% I
KITH TIE*OJALITT STANUM aST401'Of TPI. ALPINE COMECTORS TILES DESIGN FOR AWITIONAL SPECIAL PV"- 34969 1 - -
TC DL 7.0 PSF DRWG
AM KOWACTUFa FNON 20 "M GALVANIZED STEEL UN.M NEW W"ING W-"60"M. UMM MMIM ATE i
013450NISE 94M WEETINS fFGUII*34WT5 OF AGIN A446 WADE A. 04OW TOP CHORD IN"GE LATEPIALLY GRAM ..? DL 10 .0 PSF —ENG
LUMBER APPLY C049MIGN TO 11DIN FACES AT EAW JOINT AND LWAII, ATTACHM PLYWO011 INGATNII A .*.......00 10T.LD. 47 .0 PSF O/A LEN. 21-0-0
1" Almo CMING Oft owwo-I-&
smam'd mAmts wwTm am 41 Noun"&".M DINEANIZE Sul:TT-",=,.,
M16tOPOW106 CONFORM WITH OWLXCANU PFOVISIONS OF AS SPIECIVIII) ON OEXt0d. DO NOT L" I."
.=1 DESIGN WIT"FlIff MASIDNa"CAM U&w9ft FAC. 1 .33 IPITCH 6.0/121
JOB: TS 90049-, Tj THIS QWG. PRgPAREQ FROM COMPUTER INPUT (LOAUS & DIMENSIONS) SUBMITTEO MY TRUSS WR.
TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 4.77 9.03 11.97 16.23 20.71
BOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 .9. 15 11.85 20.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. -
SEE DAWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
DRAWING
4XB 4X4
r
L
IX3 IX3
2 *5X4
00
2 .5X4 (A I) 2 .5X4 (Al)
6.0 6.00
-ten T rsl
2 .5X4 5X6
1-0-0 9-0-0-1.2-0-0 -1-9-0-0 1-0-0
21-0-0 OVER 2 SUPPORTS
Ru1048f W- 3.50" R-1048# W- 3.50-
PLT. TYP.-ALPINE SEQN-- 35116 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT REV 15.4.7 SCALE 0.3750
ALPINE EMINlElEFIED PfKXKCM INC. TKISM FIEGUIRE EXTWIE CAM SA
*)(IMPORTANT**sm"LL NOT K w-m-wouLE rim maWARNING .... ....le DESIGN CRIT:TPI REF
IN MANOLDS. EFIECTION AMD
DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FFlQM K"INS.IEF 'WT-75'.0"INS NOW Taissm
'i TC LL 30.0 PSF DATE Og/14190
HOLMES THIS DESIGN OR ANY FAILURE 70 WILD THE T%)SS IN CQWOFWMM COMMENTARY AND RECOWMENOATIOMS�TPI). Sm , I .,Q %-% % —
WITH THE *fto"TY SlANDOW GSTS@*BY TPI. ALPINE CONNECTORS THIS OESISM FOR AOMIOMAL SPECIAL PERWA- No.34869 7.0 PSF QRWG
VC DL
ARE FROM 20 "USE MVANIZED STEEL UNLESS NEWT MACING PEOUX60NEWTS. f BC DL 10.0 PSF
MANFACTL91ED UNLESS;07HEWISE
OTHEFIWISE SHOWN. NEETIMS REGUIPlEMENTS OF ASTM A446 OALOE A. SHDWW. TOP CHORD SMALL BE LATERALLY MACID -ENG
LUMBER APPLY CONNECTORS TO BOTH FACES AT EACP�:IOT AE
Tt=IL
S= ITH PROPEFLY ATTACHED PLYWOOD SHEATMIW c3T.LD. 47.0 PSF O/A LEN. 21-0-0
SHOW. BEARING KlOus ARE 4'NOMINAL UNL RISM CEILING an 0".-6
DESIGN SIANDARN CONFORM WITH APPLICABLE PFKWISIOMS QFj AS = ON OESSAN. 00 907 Ufik okil, EEFAC. 1 . 33 PITCH 6.0/12
&Po-wl IFLT). GESIGH WITH FIRE FIFIARnIAWT TMATED LLHAA
SPACING 24.0*
.—TPI . TFASS PLATE I ICATION FOR WOW CONSTAWTIOW ITYPE
%B.: TS 'gOO:U-T4 ' THIS QWG- PREPARP FROM COMPUTER ILIPUl (LOAQ2 & DIMENSIONS) §UBMITTED BY TRU-SE MER,
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 5.52 10.50 15.48 20.71
BOT CHORD 2X4 SO. PINE #2 KQ 15%
WEBS 2X4 SO.' PINE #3 19% BC X-LOC L-R: 0.29 10.50 20.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
10-0
4X4
IX3 IX3
2 .5X4 (Al)
6.00 6.00
2 .5X4 (Al)
5X6
1-0-0 10-6-Oj_10-6-0 1-0-0
21-0-0 OVER 2 SUPPORTS
R-1048# W= 3.50" R-1048f We 3.509
PLT. TYP.-ALPINE SEON-- 35117 FURNISH A COPY OF THIS DESIGN TO ERECTI CONpt-c",�9 REV 15.4.7 SCALE 0.3750
—1 os SA I a
Tama mum gxmm CAN -
**IMPORTANT** K E!:SjEBF. t-IWARNING ,; ....-- e,- DESIGN CRIT:TPI REF
IN AlAMXIW 910VIGN AND ol
DEVIATION Ff"THESE SPECIFICAll "I. J
06"Im.sm oftcus um 114j"m 9'ft" TC LL 30.0 PSF DA 14190
COMMAN AM fecoos"71clms-opl)- so tio.34969
HOLMES THIS w3lam OR Am FAILUK 70 BuILD THE w1m IN COW""WE
WITH INC 'QUALITY STANDARD OST89 BY IPI. ALPINE CONNECTORS DUB OESISH FOR AMITIONAL SPECIAL TC DL 7.0 PSF DRWG
HAALWACUSIED FROM 20 SAM SALWAMM
AM STEEL UNUE10 WENT MACING 11EQUIROMENTS. UNLESS 0701 E i
OTW%(IK SHOW 14MTDS 61EQUI6161""OF AST14 A446 Gfl&OE A. SHOWN. TOP CNlM 00"BE LATUMLLY Sc OL 10.0 PSF -ENG
LUMBER APPLY CONNECTORS TO MOTH FACES AT 9AXH JOINT NO LOCATE AS WITH PROPIEVILY ATTACHED KYWOOD SHEA PSF O/A LEN
�N)T.L -0-0
DOM. BEARING WIOIHS Aft 4* NOMINAL UNLUS OTHUNISE SHOWN. BOTTOM COW WITH MtD CULING OR aRf.tab o. 47.0 21
OESIGH SlAt"M CONFORM WITH OftICANLE PROVISIONS OF AS SPECIFIED No MUM. 00 HD9 UK 1016 UR.FAC 1 .33 IPITCH 6.0/12
ms"m-TrI wcn- wslo"WITH VIM NETANDAW TREATED rh 'ING 24.0" ITYPP
—TPI -TALMS PLAIT INSTITUTE HOS-NATIONAL M$104 SPFCTFICATICk FOR cmsTFwcr
AB: T2 90QJ3 T5 IHIS QWG. PREPABEQ FROM COMCUTER INPUT (LOADS & DIMENSIONS) SUDMITTED MY TRUSS MFR.
TOP CHORD 2X4 SO. PINE f2 KO 15% TC X-LOC L-R: 0.29 5.52 10.50 15.48 18.04
BOT CHORD 2X4 SO. PINE f2 KD 15%
WEBS 2X4 SO. PINE #3 ig% BC X-LOC L-R: 0.29 AO.50 18.04
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
PRELIMINARY DRAWltAG
4X4
.00
1X3 2 . 5X4
2 . 5X4 (A 1) 1 . 5X4
6.00
E9
3X6
2 . 5X4
1-0-0 JO-6-0-1-2-10-0
18-4-0 OVER 2 SUPPORTS
R-922f W- 3.50' R-834# W- 3.50-
PLT. TYP.-ALPINE SEQN-- 35118 FURNISH A COPY OF THIS DESIGN TO ERECTION Co REV 15.4.7 SCALE 0.3750
4
TRUSSES FIGUIRE EXTFOC CAN NA Sic I IL
**IMPORTANT**B'"hu"'I'Tof'RESPON'SuLt ran'ANNARNING IN; ...... DESIGN CRIT:TPI REF
IM %#JELIN& 0=110N NO
;- .1 4
"t TC LL
ANY OMAT ON FROM BAACINS.SEE 'SVI-76%BWACINS WOO IRUSOM
DEVIATION FROM THESE SPECIFICATIONS 30.0 PSF DATE 09/1 /90
HOLMES THIS OESIOM OR ANY FAIUM 10 BUILD THE TAM IN CONFORMANCE COMMENTARY AM flECOWNBEATIONS-TPI). SKE J
KITH THE *SUALITT 51"A"OSTSS*BY TPI. ALPINE CONIWECTOFIS THIS DESIGN FOR ADDITIONAL SPECIAL PEPAk 34969 TC OL 7.0 PSF ORWG
ARE WMWACTUPAED MEN 20 "UK GALVANIZED STEEL WILESS NENT BRACING REQUIMENTS. UNLM altolki:
"Nom "'N" '"I" OF ASTM A446 GRAM A. SHONK TOP CHM BNAA.L K"TOW ac OL 10.0 PSF -ENG
LUMBER APPLY =TOAS TO 90TH FACES AT EACH JOINT AND LOCATS AS WITH P$WPMV ATIACNED PLYMM I
SffM&- MARLOW AWTMS Or -V MUNINAL WiLew alwaWLIE&A". SO"Old CHORD WIN #11910 CEILING OR C�Zll ....... TOT.LD. 47.0 PSFJO/A LE 18-4-0
CONFOW 111141 APR
OESIW M
SlAlcoplas -ICABLE PFIDYISIONS OF AS SPECIFIED Ok OESIGN. 00 NOl UN I DUR.FAC. 1 .33 IPITCH 6.0/12
—__ _V1 I DESIGN VZ'Ftf rrzow fwTAAmAw Tim."m-Adwa , I -I
00-* T6 THIS QV0. PQEPAREQ ERQM COMPUTER INPUT fLOAOS 6 DIM�USIQUS) §UBMITTED BY TRUSS WEI,
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 4.00 7.71
BOT CHORD 2X4 50. PINE #2 KD 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 4.00 7�71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
4X4
2 . 5X4 (A I) . 5X4 (A 1)
6.00 6.00
u
IX3
11-0-0 1-0-0 1
B-0-0 OVER 2 SUPPORTS
R=437# W= 3.50' R-437# W- 3.50*
PLT. TYP.-ALPINE SEQN-- 35119 FURNISH A COPY OF THIS DESIGN TO ERECTI CONJW-!�NQV. REV 15.4.7 SCALE 0.5000
c,S
as sic
MAM NQUIRE EXTRENE CARE 7"A S
..,�,% ...�...... DESIGN CRIT:TPI REF
**IMPORTANT**D"IALL"ND"T'Ww'OMS"PONPSR2@wLt'"rsm' "mv'W A RN ING in "ANDLIMIL LVE,JIM AM i 1�
DEVIATION FROM THM SKCIFICATIGNS OR AM DEVIATION FAN SRACINS.SEE *Skl-75%IWACIM NO00 Mwnm TC LL 30.0 PSF t4/90
RUB DESIGN ON AM FAILAW TO BUILD THE IPL166 IN ONFORMa" CONMEWARY AND RECONNEIMT100110�TPI). on
HOLMES i. 3446C' TC OL 7 .0 PSF DRWG
WITH THE QUALITY SIANDARD QlTSS'BY 7PI. ALPINE CONNECTORS YOU MSISM FOR AOQTncmAL SPECIAL PMM- I
ARE MAKOACUM FROM 20 SAM &ALWANIZED STEEL WLESS MENT SW3NS N609fOWS, OUN DIMESWIN, Q
wultu - I. BC OL
WADS A. WOMIL TOP CHOW SNAU BE"TOWLY -ENG
DINIMMIN SHOW NIFTIMS REQUIREMENTS UP ASIM A440 10 .0 PSF
LUMBER APPLY COMMIXTOINS 10 WIN FACES AT EACH JOINT U A IT" PFOWLV ATTACH90 PLYVDD0*KATW 4L.
sew. SLARINS KIDIMS ARE 4* NOMINAL um�us BOTTOM C"OND WITH Nigro CEILING OR SF-1-g, 10T.LD. 47.0 PSF[j�LEN. B-0-0
CUT& SU"ADS COMFOIN WITH MPLICAN4 ~ISIQNS OF AS SPECIFIED ON OESISM. 00 NOT LIVE Own OUR.FAC. 1 .33 [Pi ,CH 6.0/ 12
OCT 07 1 WDESIGH WITH rim M"AlWAUT TREATED it
D,
1�ip!l - TAMS PLATE IMSYTTUTE MUS- HATTONAL W!4t SPECTFTCATTCW FOFl_!MFl CORTUNWTV.-N ISPACING ?4 0' 1 T)lPl
900:1 T7 THI5 QWG. PREPARED FROM COMPUTER INPUT (L-QAOS & QMLNSIONS) SUBMITTED BY TR!JSS MFR.—
TOP CHORD 2XA SO. PINE #2 KD 15% TC X-LOC L-R: 0.00 4.00 7.71
SOT CHORD 2X4 SO. PINE #2 KD 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.00u 4.00 7.71
LT. WEDGE 2X6 SO. PINE #2 KD 15% WEDGE MUST BE CUT AROM ONE SOLID PIECE WITH
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. LONGITUDINAL GRAIN PARALLEL TO BOTTOM CHORD.
SEE DRWGS. 130 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. FOR PLATING DETAILS SEE DRAWING NO. A131.
MINAlty C)RAwMG
PRELI
4X4
2 .5X4 (Al) 2 . 5X4 (Al)
6.00 6.00
IX3
3XIO
1-0-0
1-0-0
1 0)-0 4-0-0_1_�-O-O
- B-0-0 OVER 2 SUPPORTS— owl
R=451# W= 3.50* R=450# W- 3.50*
PLT. TYP.-ALPINE SEON-- 35120 FURNISH A COPY OF THIS DESIGN TO ERECTI co REV 15.4.7 SCALE D.5000
"INE ENSINESIM FFIODUCX INC. TKISSES WWRE EX7KNE CARE 1,)%s Sic I
.. ......... DESIGN CRIT:TPI REF
IMPORTANT**SKALL NOT BE RKSPOWSZ"FOR AM WARNING IN HAMM EFlECTION AND
DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACINS.SEE
110"INS WOOD TMOSES:
09/14/90
THIS DESIGN OR AW FAIUAlf TO sull.0 TIC MW IN COl"KhNCE COMMENTARY AM RECON60"TIONS—TPI). SEE f TC LL 30.0 PSF DATE
HOLMES 931H THE 'GLALITY SIANDARD DOW BY TPI. ALPINE CONNWOAS THIS DESIGN FOR ACCITIONAL SPECIAL TC OL 7 .0 PSF DRWG
AN ~ACnftO P" 20 SAW GALVANIZED STEEL UNLESS NEWT NWINQ WOUIFMNENTS. W"U O-Imular
kTE BC DL 10.0 PSF -ENG
CHDlw SH".L BE LATER"Y
I WOOM POSTING FIKOWASWINTS OF ASIN A445 MADE A. SHOWN, TOP
LU 00"ft"f CuOW"TONS TO BOTH FACES AT EACH WITH PRIVULT ArTACHEO PLYWOOD SHEATV W v
JOINT IS A, 14
MBER mo TOT LO SFJO/A LEN. 8-0-
SHOWN. DeAluNal 9107"s AM 4'WQba%AAp LOAXIS ENH BOTTOM CHORD WITH 81610 CEILING CA V 47 .0 p 0
O"Zom STANDAR14 CONFORM WITH APPLICABLE W&VISIONS OF AS SPIECIFT48) OW DESIGN. 09 NOT VA ImWl. c. 1 .33 WITCH 6.0/12
.Am#Am.M a."$. DESIGN WITH FEW A"AFID"" TFVATZD L�6"
PA f)"
D-li 18 IHIS QWG, PBEEABED FflOM COMPUIER INPUT (LOAPS G DIMENSIONS) SL)BMITTED BY TRUS§ MFR.
TOP CHORD 2X4 SO. PINE P2 KD J5% TC X-LOC L-R: 0.29 5.53 10.52 15.51 20.50 25.27 31.14
BOT CHORD 2X4 SO. PINE #2 KD 15% 36.71
WEBS 2X4 SO. PINE 03 19%, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 10.52 1B. ig 25.38 29.3B 32.93 36.71
: Wl-2X6 SO. PINE #2 KO 15% : SEE DRAWING A115 FOR FILLER DETAIL.
NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. BRG LOC 2 18-02-04: 1 BLOCK 12* LONG - 7 16d NAILS/BLOCK
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. WIX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 8d NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
SHIM ALL SUPPORTS TO SOLID BEARING.
(B)2X6 *T* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN 16d NAILS @ 4' D.C. BRACING MATERIAL TO BE SUPPLIED BY
PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY ERECTION CONTRACTOR.
1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND
SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS.
Eo-V"4-kotoS_E 5-NT
TC 74.0 74 0 3
TC 165.0 165:0 0
TC 3 74.0 74.0 el
5X7 T97.00
c 1 20 20.0 8.33
:8 00
PC 11.0 0:00
3X5 3X5
2 .5X4
i .5X4 5X5 6.00 PRELIMINARY DRAWING
6.0 (A) B) (A) 2 . 5X4 (Ai)
2. 5X4 (A 1) 1 .5X4
3X8 n 6XIO X 6
4X6
3X6 1 18-9-12
1-0-0 2OL6-0_lj6-6-0 i-o-' O
25-4-15-M-0-0 7T7-i
37-0-0 OVER 3 SUPPORTS
R-363f W- 3.50" R-3783# W= 3.50" R-11111 W- 3.50"
PLT. TYP.-ALPINE SEQN-- 35156 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.1875
ma INC. MGM FIFOUTME ww.E CAFIE DESIGN CRIT:TPI REF
**IMPORTANT**l'HAL'L'WL0'T KwFv=mlw6L[wrmmt AWWARNING IN NANOLM UNCTION AND
KVIATIOMFRUNTHESE 5KCIFICATIONS GRAWKY14TION FRO 50"INS.M -W7-79'.MWINP NOW INUmew TC LL 30.0 PSF DATE 09/
� 14190
THIS KSION ON ANY FAILURA 10 GUILO 109 TAUSS IN tOW001AHM tMOSMARI AND F4C0WN9ND&Ilww-sTPI). SEE
HOLMES A
VII.1#4 '*AKITISTAR)AFIDOSIU' SVTPI, ALFIN[CONNECTURS I"ISMSM FOR AWITIGKiALIPSCIALPIRM- TC OL 7.0 PSF ORWG
AM NAMMACIUM FIRM 20 GAUGE GALVANIZED STEM UWJESS WO WACINS NQUINDO"ll. LUAU OTHEMISE
0MOVISE INOW. OUTDO REQUIffigNTS OF ASTIS 4440 GRAN 4. SHOW TOP Dow MAIL IS LATERALLY DRAM Bc DL JO-O PSF ' -ENG
LUMBER i APKT CON&CIONS 10 001%FM=AT EACH JDIWI AM LOCAll WIT" "Nwmy ATIACHED PLI 111EATHINI, TOT.LD. 47 .0 PsF O/A LEN. 37-0-0
SHMIN KARIND WWT"S AN 4* NOMINAL UNLESS OTMIFINISE= RIOID(XILINS ON MCJ#&
PMVISIMM OF1 NOTION*We WITH
GUISE STAMM= COWOM WITH AffLICAN" as SF%cIrIw ON onle". cc NOT Uss:THIS IDUR.FAC. 1 .33
_006 AND*TrI rm M1116M WM FINE MANDAN't TWATW LIAMN. .......
JOB: !a,goo:a -Tq THIS QWG. PREPARED FROM �OMPUTER INPUT (LOADS & DIMENSIOUS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SO. PINE ft OKO 15%. EXCEPT AS SHOWN TC X—LOC L—R: 0.29 4.48 6.85 10.37 13.75 17.12 20-50
BOT CHORD 2X6 SO. PINE #1 DKD 15%. EXCEPT AS SHOWN 25.82 31. 14 36.71
WEBS 2X4 SO. PINE #3 19%. EXCEPT AS SHOWN BC X—LOC L—R: 0.29 &�40 13.75 20.50 28.48 36.71
: TJ-2X4 SO. PINE #2 KD 15% : : BI-2X4 SO. PINE #2 KO 15% SEE DRAWING A115 F'OR FILLER DETAIL.
: Wi-2X4 SO. PINE #2 KD 15% :
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
SEE DRWGS. 130 G 160/16OA—F FOR TYP. PLATE LOCATION DETAILS.
PRELIMINARY DRAWING
5X5
3X6
2 . 5X4
1 .5X4 i . 5X4
1 . 5X4 6XIO 6.00
1 . 5X4
4X4 (A2)
3X6 (A3) lei
3 744 4X8 4XB 2 .5X4
3X6
BX 12
3X6 (A3)
1-0-0 20-6-0—ij6-6-0 1-0-0
6-8-7-1-30-3-9
37-0-0 OVER 2 SUPPORTS
R-1800# W- 3.50" R-1800f W- 3.50-
PLT. TYP.—ALPINE SEGN-- 35126 FURNISH A COPY OF THIS DESIGN TO ERECT CON� 0.1875
I REV 15.4.7 SCALE
A
Imm wQUm ExTma Cox P, DESIGN CRIT:TPI REF
**IMPORTANT**5'Wl'LNDTW'#CWQW'Kl FOR'ANT-WARNING IN NANDLM ERECTION me
jz�
OBVIATION FAIN THESE 9"CIFICATIONS OR ANY DEVIATION "m mcIWS.m WT-76'.ORACINI WOOD TRUISM TC LL 30.0 PSF DATE 09/14796
HOLMES THIS=IBM 00 AW PAILAW TO BUILD THE MM Its CONFORNAAa COMMENTARY NO SK
WITH THE *QUALITY STANDARD 06186' BI TPI. ALVINE CQHwECTWd THIS DESIGN FOR ADDITIONAL SPECIAL PEAWA- V TC DL 7 .0 PSF DRWG
M~AC7UMD FROM 20 SAM &ALVANIZED STUL tKXSS NW ER&CIM KQUjfV&ffS. OLM 4T#g3wlSL
AT
OTHIMIN SHUMM. WENTINS REAUIREJENTS OF ASTH A446 GRAM A. SHOW. TOP CHORD SHALL BE LATERALLY SPACED BC DL 10.0 PSF —ENG
LUMBER APPLY CW"Ton To BOTH FACES AT EACH JOINT OrATE A FOROPERLY ATTACHED PLYWOODSHEATKV. at .
SHOW. K&RTWE Vloir AM 4,HMUHAL UNLM 0=11. WITH ......... 'JT.LD. 47.0 PSFIO/A LEN. 37-0-0
Hs Se ftoo� .CHORD WITH RIGID CgILING 04 2M., w
DESION 57AMMM CDNFOAK WITH APPLICAULL PROVISIONS Cf AS SPECIFIED QW IlEsm. DO NDT UK 1:8
Was AND-TrI ocl). I DMIGH WITH FIFE ft"ARDAWT TREATED LtbdWH JOUR-FAC. 1 . 33
.—TPI - TAMS Pt ATE IkSTTTUM._. NDS w NATIONAL OES16N 5KCTFTCATIDN FOP~CDWSTFAArTTCW YSPACING 24.0" ITYPE
-i\a 'T's 900A TIO THIS OW�. PREPARED F80M COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS JdFg.
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 6.65 12.77 16.63 20.50 25.82 31.14
BOT CHORD 2X4 SO. PINE #2 KD 15% 36.71
WEBS 2X4 SO. PINE #3 J9% BC X-LOC L-R: 0.29 *8.59 12.59 20.50 28.48 36.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRAWING A115 FOR FILLER DETAIL.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
(A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
5X5 ,,,,,.,,NARY DRAWINGA
3XB 2 . 5X4
5X5
1 . 5X4 6.00
4X4 (A2) (A) 4X4 (A2)
4X8 5X6
5X6 12 6XIO
1-0-0 20-6-0_1_16-6-0 i-0-10
8-7-714-0-0 -1-24-4-9 —4
37-0-0 OVER 2 SUPPORTS
R=18000 Wu 3.50* Rul8OO# WN, 3.50'
PLT. TYP.-ALPINE SEQN-- 35127 FURNISH A COPY OF THIS DESIGN TO ERECTI co REV 15.4.7 SCALE 0.1875
FIE EXTIENE cum
ALPINE E
N DESIGN CRIT:TPI REF
I M P 0 R T A N T Wjs,1.woF."PN5p7,,wLEcm.11mic,W A R N I NG ZMT ION AM
DEVIATION FROM THESE SPECIFICATIONS OR AM DEVIATION REIN 01"UM.SEE 30.0 PSF DATE 09/14796
60PACINS,WOOD TRAM TC LL
HOLMES THIS DESIGN ON ANY FAUJME 70 BUILD ItlE TRUSS IN CONFW&k4M CON100ARY AM RECWW"I'low-stpi). 0% f HL 34869
"IT"THE *GtJALITV SIANDAF10 OSTSB' 8V TPI. ALPIHE CONNECTORS THIS DESIGN FOR AODITIOhWkL SPECIAL - 3 TC DL 7 .0 PSF DAWG
AM W&FAC7UPW FROM 20 GUM G&VOUZED STEEL UNLESS NEJfl Of"US REQUIMMENTS. UNLESS OTHERWIve
An
OTHERWISE SHOW MEETING REQUIR& TS OF ASTH A446 SPADE A. SHOWN. TOP CHCFEl 04ALL BE LATEPALLY GRACEL BC DL -ENr-,
10.0 PSF
LUMBER OftV� CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE 11 ATTACHED PLYWOM lHlEATW t 00 iOT.LD. 47.0 PSFFO/A'LEN. 37-0-0
.. .=v ED-1,
SHOWN SEARDS WtDrhS ARE 4* NOMW&L UNLESS OTIOUNISE 3 '1:T WITH MISED CEXLIkS OR IW-446
w
DESIGN STANDARDS COWOF04 WITH APPLICAMLE FF&VISIONS OF AS SPECIFIED ON OlEEIGH. DO Noy UK 1." 1".FAC. 1 .33
W5104 WIT"rIft RVANSINNT TIMATED L-al
----__ __ - Q
TtIlS DWG. PVT:-:PARED FRQM COMPUIER IUPUT (LQA05 & DIMENSION§) SUBMjjTE[)_ OX TRUSS MFfj,_
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 7. 15 13.85 20.50 25.50 30.98 36.71
BOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO.� PINE #3 19% BC X-LOC L-R: 0.29 §.98 13.85 25.50 36.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRAWING AIJ5 MR FILLER DETAIL.
SEE DRWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
(A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
SHIM ALL SUPPORTS TO SOLID BEARING. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
7" Na G
5X5
I . 5X4
I . 5X4
(A)
5X5 6.00
6.00
2 . 5X4 (A 1)
3X5 (A I) A
3XIO
12 3X6
4mv-
23-1-12
1-0-0 20-6-0_116-6-0 1-0-10
7-0-0-1-30-0-0
37-0-0 OVER 3 SUPPORTS
R&4310 W- 3.50" R-2J80# W- 3.50" R-9880 W- 3.50*
PLT. TYP.-ALPINE SEQN-- 3512B FURNISH A COPY OF THIS DESIGN TO ERECTION CONTq--W-60Q REV 15.4.7 SCALE 0.1875
"INE E =PeNsi sic
mma 9mm EXIVIEW CAM RIT:TPI REF
**IMPORTANT** 'AW'WARNING IN HANXIM 09=10M me F DESIGN C
DEVIAIMM FWA4 TW—% SPECIFICATIOW OR ANY OEVIATION fM SAACINB.SK 'On-76'.IWACD&V=INJISAM
lids DES GO OR MY FAUAW TO BUILD TW MM IN CoWQft"dM COMMENTARY AND FIECWHEIM710NO-TPI). SM TC LL 30.0 PSF DATE 09114190
HOLMES "IT"THEI-OUAISTY STANDARD a5189'81,TPI� "INE COWNECTOR5 THIS DES14N FGR AMITID"L WECIAL PEWA 34869 ' ' *
1 TC OL 7 .0 PSF DRWG
ARE M&4FAC70" FMN 20 CA" GALVANIZIM STEEL W"SS NENT OPACINS REQUI10"Is. U""GtmmlsL k -ATE
OTHERvISE 5NDW. MEETING AEaUIAE#"T5 OF AST44 A446 SAAM A. shDW. TOP CHUM SHALL ME LATEPALLY SAAM, BC OL 10.0 PSF -ENG
LUMBER MWLV WMNECTOM TD ODIN FACES AT EACH JOINT AND LWATE ItIT
.......- - ,e -0-0
ATTACHED PLVWW SWATNIf
SlOWN 0EMUNG WIDTHS AM 4' #"Q".L LN&CM oTtowise END TH fusto crILDN GR GRA — 0 47 .0 PSF,Q/A LEN. 37
ANDARM WNFORN WITH APPLICABLE FADVISID" AF AS SPECIFIED GN aM&K. W WDt LKL 1�41 DUR,FAC. 1 . 33 1
I �11. oesjsm bell"Fife RETAmm" nwATM
Jos: TS '900:m Tla THIS QWG. PREPaREQ FROM COMPUTER INPUT (LOAO§ & DIMENSLONS) 5!jQMlTTf;O BY TRUSS MFR.
TOP"tKOR0 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 7.00 13.71
BOT CHORD 2X4 50. PINE #2 KD 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7.00 13.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
DRAIll"
4X4
6.00 6.00
5
3X5 (A 1) 3X5 (Al)
12 3.58 3.5 12
3
11-0-0 7-0-0 7-0-0 1-0-0
7-0-0 1-7-0-0
14-0-0 OVER 2 SUPPORTS
R=719# W= 3.50' R-719# N- 3.50*
PLT. IYP.-ALPINE SEQN-- 35129 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.5000
7AUSSES W09M EXMW CAM DESIGN CRIT:TPI REF
-x I MP 0 R T A N T DAL W A RN I N 6 IN HANDLING. ERECT ION AND SA
.F, - 790
DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM SINNCINS.SEE 'BKI-76'.IONACIND WOOD TWJ65M *%� ...***,.- 30.0 Ps E 09/14
ZI --fkjFlC,**--.%p"-, TC LL F DAT
HOLMES DUB DEBT OR ANY FAILURE 70 WILD THE WAM IN CONFWAMNCE COMMENTARY AND AECONNENDAYIONS—TPI). SEE z-i .'4�- -1,0�. . —
"00 1 - - 1 Tc OL 7.0 PSF DRWG
wITH THE!.ITY STANDARD QST@G* OY TPI. ALPINE CONNECIORS THIS DESIGN FOR ADOMON&L SPECIAL PEPINA- ifj th.
ARE KANWACYURED FROM 20 GALIGE GALVANIZED SIM UNLESS HENT SPACING REQUIflEHENTS. UNLESS GTHERNISE No.34969 1
ITAT
OTHERNI SHOW NOTING REQUIREMENTS OF AM A446 GRADE A. SHOkK TOP CHORD SHALL K LAMAL.LY GRACE. z ATE BC DL 10 .0 PSF -ENG
LUMBER APPLY =ORB TO BOTH FACES AT EACH JOINT IT" PFAFMV ATTACHED PLYWOOD SHEATHING lw�
rTQk CHORD WITH RIGID CULZNG OR MACY ..., I TOT.LD. 47 .0 PSFIO/A LEN. 14-0-0
LDCA -w. SPECIFIED Do 01:11W no NOT UK I
INOW. o"mms KWTHS AM 4* Nown"uldm a
CONFORK WITH APPLICABLE YE
DMIGN STANDAPAX tAM.FAC. I v 33 JPITC
to, H 6.0112
T" DICTI SIGN WITH ME AlYTAORAW"An TREATED L 't
Y"$PLATE INSTITM. NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIOk SPACING 24.0' ITYPE
\)O. : 'TS 900;'fi' le'r/ THI§ DWO, PREPARED FROM COtjPUTEo IUPUT (LOADS & DIMENSIONS) SUBMITTED BY TeUSS MFR.
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 3.77 7.03 10.50 13.97 0.23 20.71
BOT CHORD 2X4 50. PINE #2 KD 15%
WEBS 2X4 SO; PINE #3 19% BC X-LOC L-R: 0.29 1. 15 10.50 13.85 20.71
NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS #1 HIP DESIGNED-TO SUPPORT 7' 0" JACKS WITH NO WEBS.
THE PLATE CONTACT AREA DR SCARFED AREA OF WEB MEMBERS.
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE ORWGS. 130 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
p.PELIMINARY DRAWINO
4X8 IX3 4X8
n
u
iX3 IX3
IX3
4X5 (A2) 4X5 (A2)
C, 00
6.OoFt�� 6.00
-11N -1
Fl 3X4 3XB 5 X(5
1-0-0 7-0-0_1.2-0-0 1-0-0
-]-!-0-0
21-0-0 OVER 2 SUPPORTS
R-2069# W- 3.50* R-2070f W- 3.50'
PLT. TYP.-ALPINE SEGN-- 35115 FURNISH A COPY OF THIS DESIGN TO ERECTI CON.TI REV 15.4.7 SCALE - 0.3750
IMSKS WWM UUM CAM Sk
**IMPORTANT**3'WL'LN'0T G'19BROW'20LE FOR'AW-WARNING IN IMM"JAG 01=111M AND . .......... DESIGN CRIT:TPI REF
919VIATION nW THESE SFECIFICATIONS 00 ANY DEVIATION FFQN BR06CINS.SEE 'On-76'.4*jACIW&W=TOA65M TC LL 30.0 PSF DATE 09/14/90
HOLMES THIS DESIGN OR ANY FA&UM TO AUUD THE IRA$IN COWORNANCE CON0017MY AM fXCDWWENDATJONl�TPI). SEE z fo,
WITH THE .SjALITV SIMOARD 05186*BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITI04AL SPECIAL.PON&- 34869 1 rC DL 7 .0 PSF DRWG
AK NANLFACUM EACH 20 "M GAIVANIZED STEEL 10410 NENT BRACING IWOLIEREMENTS. "m DIMMI&L
OTHERWISE INDOL NEETINS REQUIREMENTS OF ASIN A446 GRADE A. SHDWN� TOP CHORD SNALA.BE LATERALLY RRM:M BC DL 10.0 PSF -ENG
LUMBER APPLY CONMECIONG TO BOTH FACES AT FACH JOINT CATI A PRDPOLY ATTACHED PLYWOOD DEAT0316 FOT.LD. 47.0 PSF,O/A LEN. 21-0-0
1 .33 IPITCH 6.0/12
BE SHOWN
SHOW. WAMMS WILDT"S AME 4* NOMINAL UNLESS 0 T70"CHORD WITH RIM CEILING on MR0.1-4.
DESIGN STAMM= CONFORM WITH APPLIC-ABLE PPOVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT LbL *.a* OUR FAC.
ANDS AND AM (pc7l. IF OES104 WITH FINE RE7ARDANY TREATED LAbots ITYPF
-11-1- TRUSS PLATE INSTITUTE, NDS- NATIONAL DESIGN SPECIFICATION FOR WOOD CUNSTAMITON J: �SETTBACK 0-
JOB: TS 900JI Vp Z::2— THIS QWG. PREPARED FROM COMPUTE8 INPUT (LOADS & piMENSIONS) SUBMITTED E3X TaUS§ MFR,
TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 4.77 9.03 11.97 16.23 20.71
BOT CHORD 2X4 SO. PINE #2 KD 15%
WEBS 2X4 SO.' PINE #3 19% BC X-LOC L-R: 0.29 -0. 15 11 .85 20.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
t)P, ItAG
4X8 4X4
IX3 tX3
2 .5X4 (Al) 2 .5X4 (Al)
6.0 6.00
FRI
X 4� 5X6
1-0-0 1-0-0
21-0-0 OVER 2 SUPPORTS
R-10480 W- 3.50 R-1048# W- 3.50*
PLT. TYP.-ALPINE SEON-- 35t16 FURNISH A COPY OF THIS DESIGN TO ERECTI CONTBAAAAQ— REV 15.4.7 SCALE 0.3750
PrADUM De 7"Am Woulm EXTREME CUE s SA- RE
le DESIGN CRIT:TPI
**IMPORTANT**"'NE ENGINEE"" WARNING IN KANQLIW VN=IQN #10
SIALL NOT ME WSPONSM FOR ANY to
E 30.0 PSF DATE 09/14190
DEVIATION FROM TWA SPECIFICATIONS OR AW DEVIATION FROM MIXING.SEE *WT-76'.OftZINS NOW TRUSSES: TC LL
THIS DESIGN OR AM FAUASIE 70 BUILD TK IWAS IN C13WWAM" WGIENTUIT AND flECM4HATIONS—TPI)� SEE A.11
HOLMES WITH THE lam"TT SIANDAAD GSTM*BY l(PI. ALPINE CONNECTORS T14S DESIGN FOR AWInGNAL SPECIAL PERWA- I tic.34369 1 TC DL 7.0 PsF DRwG
ARE NANLWAOMED FACH 20 GAUGE G&VAMZED STEEL UNLESS NE)(t BRACING FlEmIEWS. UNLESS.1. TE* BC DL 10.0 PSF -ENG
*Tbow BE aval. MEETING 60WIFIENENIS OF AGIN &446 WAGE A. SHINK TOP CHM S"&BE"TERA"T all"=
LUMBER afty ICOWNECTGAS TO @*IN FAM At 6004 JOS ATTACHED PLYWOOD INEAllaw tit, 10'
N, at,, WT-r?om—QQw tllw .1610 ce. OR ww. f3T.LD. 47.0 PSF O/A LEN. 21-0-0
90.k. W."INS WIDTHS AM 4-IMI""UNLESS T= vz
DESIGN FIANDWIDS COWWA WITH APPLICABLE "WISIONS OF AS SIMCIFISD ON GKSLGN� 00 NOT �A& IRA& 1 . 33 1p TCH 6.0/12
I DES20i Wflft FIRE RE7ARDAW17 TMAYED LUK&A
138: TS 9QOjj THIS OWG. PREPAR90 F90M COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED RY TRUSS MEEL
' TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 5.52 10.50 15.48 20.71
BOT CHORD 2X4 SO. PINE #2 KD 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 AO.50 20.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
tIMINARY DRAWMG
4X4
IX3 IX3
2 .5X4 (Al)
6.0
2 . 5X4 (A I)
5X6
1-0-0 10-6-0-1-10-6-0 1-0-0
21-0-0 OVER 2 SUPPORTS
R-1048# W- 3.50" R-1048f W- 3.50*
PLT. TYP.-ALPINE SEGN-- 35117 FURNISH A COPY OF THIS DESIGN TO ERECTI CON'Its'ls"A REV 15.4.7 SCALE 0.3750
INEUM PFADUCTS. INC. -4 REF
RROVIN Errfm cm
**IMPORTANT**a""'NEAK'nK$93pamolaufla ANYWARNING in tot' ,X ...... DESIGN CRIT:TPI
No"ba
DOWTION AM
WOOD TRASSEC:
DEVIATION Fift TOM IMMECIFICATIONS OR AM DEVIATION FROM APACDO.SEE WT-70%Owbe PAY* TC LL 30.0 PSF DATE 09114190
HOLMES THIS DESIGN OR AM FAILURE'10 MILD TOE TAM IN CONFOWACE COMMENTARY 00 SEE j TC OL
WITH THE .oLmLiTy stAmm oves, my Tpi. ALPINE moccum ims onum juR AmiriaGAL wum raw- *jI 7.0 PSF ORWG
OX NAO&FACMAM FROM 20 GAUGF GALVAKM STEEL WUM MW 10"3141 KOLPIREMENTS. Loalm OTHERVISt
D"Efta&E OODNOL OUTDO REANJIMEIGHTS OF"TH A4,06 GRAVE A. 00^ I9V CHORD SNALL BE LATSR"v 1101A= ac OL 10-0 PSF -ENS
j.T
LUMBER ARkV CONNECTOR& TO SOON FACKS AT LAW A IT14 v ATTACHED fty"OOD SHEATIO. 'Nittow -4 —
000. 49ARDO WIDTHS UNLES DOTTOM CwND WITH RIGID C91LINg OR aw 106 'JT. PsFrO/A LEN.
DoZ= v b LD. 47.6 21-0-0
Am 4*"OKIN" rl)
DESIGN 51AND"M COWOM WITH AM%.ICANU PINOVISIONS OF AS W%Cllrl= ON OUX04 00 101 tG& Iola
I Otsism*%I"flat Afflum"n Tft&M%Amfto IUR.FAC. 1 .33 IPITCH 6.6 12
M: js goo-3 So —rA— THIS DWG, PREPARED FRQM COMPUTER INPUT (LOAD§ G DIMENS19NS) ZMMITTED QY TEWSS bER,
TOP CHORD 2X4 SO. PINE 12 KO 15% TC X-LOC L-R: 0.29 5.52 10.50 15.4B 18.04
SOT CHORD 2X4 SO. PINE $2 KD 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 10.50- 18.04
ALL PLATES ARE CENTEQEO ON JOINT UNLESS OTHERWISE INDICATED. -
SEE DAWGS. 130 G WO/160A-F FOR TYP. PLATE LOCATION DETAILS.
DRAWl'q'G
04
6.00
IX3 2 . 5X4
2.5X4 (A 1) 1 .5X4
6.0
T,
3X6
2 . 5X4
1-0-0 10-6-0_17-10-0
�l 18-4-0 OVER 2 SUPPORTS
R-7122# W- 3.50" H-8340 4- 3.60-
PLT. IYP.-ALPINE SEON-- 351lB FURNISH A COPY OF THIS DESIGN TO ERECTI C REV 15.4.7 SCALE - 0.3750
mw mmurm sm. Tax=NQUIPIE EXTIM cm
XXIMPORTANTKN#sKutumNIOTO"KNEFAMP"zsLiI rat AWWARNING to wonxim EFIXTIOM AM DESIGN CRIT:TPI REF
DEVIATION FROM INESE NECIFICAT30M 011 ANY DEVIATION Ft,& W"INS.Sff 'IWT-75*.00114CINS NOW 11111AWAS: TC LL 30.0 PSF DATE 09/14/90
1.111 KRIS.00 ANY I.IlUftl 10 BUILD Itit TILISS 300 COWORMANCE COMMENTAN ADO FIECOMMENDA1110116-alrPI). ZFE
HOLMES 3416C%
RM INE 'DUALITY lil"IDAPID 0510*21 TPI. ALFII&CONNEICTIMIS THIS DESIGN FOR ADDITIWAL VIECIAL FIEP^- IEP)L TC OL 7.0 PSF ORWO
AN MANUFACILIFIED FfMlM " SAUK GALVANIZED STEEL UNLEIII NEW IMIACING 19OUlKs"ll. LINLESS OII9ftiIYR
o"colv"' RoOft. 664111010,INOWINK1415 OF AITH A44 GIMM A WON. TOP C1010,PULL IN.LAIERAlks IMAM Bc DL 10.0 PSF -ENG
LUMBER APPLY COPINECT011b 14,BDIN4!A=S,Al IkOf JOI::1ANDILOCATI $4 WIN PROPERLY AVIA099 FtVWW IWAV'110 TOI.LD. 47.0 PSFJO/A LEN. 18-4-0
lbam IdAlike MIDNNI AN NOw MAL%ALCU WIN BE 2"Oull. SDTI&"CtdMUIIN
USIft 8,UGUW COWIMIN 0991H OftICASILA I m ,,an III I a vacria am fullism. 1XIM11% um Ilall MA.FAC. 1 .33 IPITCH 6.0/12
am fie 6 W3 IPCI#. KRUM MIT"FINE fIETANDAIII TREATED 6~4
--Irj - "N"PtATF INSTITUTE ma- MATI;!L4.mj-G"-!m-crLcATjo_M f--M,2F�. SPArING ?4.0' 17YPF —
%TF a"
.PIF!!--- I . -
TtUS DXG. PREEARED FROM GO-HPUTER INPUT ILQADS & O]MENSIUNS) SUBMITTED BY TRUSS HER,
T(jP CHORD 2X4 SO. PINE 92 KO 15% TC X-LOC L-R: 0.29 4.77 9.03 13,85 18.14 23.30 26.56
SOT CHORD 2X4 SO. PINE #2 KO 15% 30-04
NESS 2X4 SO.- PINE #3 19% BC X-LOC L-R: 0.29 !J. 15 13.98 17.98 23. 19 30.04
NO WANE SKIPS OR OTHER DEFECTS SHALL OCCUR IN SEE DRAWING A115 FbR FILLER DETAIL,
THE PLA�E100477A.CT AREA OR SCARFED AREA OF WEB MEMBERS. (A) lX4 *T4 BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
ALL PLATES ARE CENTEqEO ON JOINT UNLESS OTHERWISE INDICATED. 8d NAILS 0 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY
SEE DANGS. 130 G f6O/l6OA-F FOR TYP. PLATE LOCATION DETAILS. ERECTION CONTRACTOR.
SHIM ALL SUPPORTS TO SOLID BEARING.
L — ----- /--JONCENINAIEU LUAUSiiik
___Er P
RJ"4-4�FOS Ei;6 X-LDC
110INT - 10-
T 1 74.0 - 7 a 9
T9 3 91:00 '91:00 33,13
9C jj-0 20.0 jQ.j9 SC 1 23.33 760
:8 4 J3 3
28:8 0:33
P,RE�.IMINAp,Y MAWING
5XB 2.5X4 1 .5X4 5X8
n 1 . 5X4
u
ZtJ 6.0 0
1 .5X4
2 .5X4 (A (A (Al)
6.0 77, >
4X4 n
2 .5X4
15� 5xio
5XI2
I- 12-2-5
i-0-0 9-0-0-ij4-4-0 I
13-11-15 1-4-0-0 1-12-4-1 7-0-0
30-4-0 OVER 3 SUPPORTS
R-919# W- 3.50* R-2268# W- 3.50' R-1042f W- 3,50"
PLT. TYP.-ALPINE SEQN-- 35141 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.2500
I on@hu
XXIMPOFITANTXX ':�ARNING SY,Lrj%,..6. DESIGN CRIT:TPI REF
KVIATION FFM INI.= *NT-711%MWIND W=TRAIM TC LL 30.0 PSF DATE 09114790
N111 091139"so AM FAutm is WILD " TOM
HOLMES WIN NI loL%LITj 91"00 MIN' IV TFI. AL 1., 11411 ONTO$ IIN ADITIONAL IFUIAL PSWA- TC OL 7 .0 PsF DRWG
NW W"IM f1WfMeWl. U"N ONMIK
AN MWACTIM0 FPW 10 SAM &UVAMM, Ymm. 1
u wcw. MI No 011MA10pa"Is OF at" A445 A. SHOW. Top c"m SMALL ft LAM"y§RM= vC OL 10 .0 PSF -ENG
too,,$ gram
LUMBER OAM*"v"co"claft To PACtS AT IACH JDJf" AM LDCAII WITH ^10PENLY ATTAodw PLI SWATIOU W 10T.LO. 47 .0 PSFIO/A LEN. 30-4-0
00M. KA004 WWM AN $* MU"hL ULM 011eftilff IHWM. W"Um CHWO WITH 012910 CRIL114 W w"clw .........
am VFN APPLICAN" PFOVISIGM CIF AN VUSFIN ON UEUM. 00 NOT tw TINOS
L)R.FAC. 1 .33
WSZON MIT"FJOW MAR3UFT MAM U04KIL
-------- lArTtir, czrir ApnvF
JOB: TS 200-19 mi THIS DWG, PBEeAREO FROM GONPUTER ItIPUT (LQAOS & DIMENSIONS) PUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SO. PINE fi OKO 15%. EXCEPT AS SHOWN- IC X-LOC L-R: 0.29 4.48 6.85 10.03 15.25 20.50 25.75
SOT CHORD 2X6 SO. PINE #J DKD 15%. EXCEPT AS SHOWN 30.97 33.56 35.71
WEBS 2X4 SO.- PINE #3 19% BC X-LOC L-R: 0.29 6.67 10.t5 20.50 30.85 36.71
: Ti-2X4 SO. PINE #2 KD 15% : : BJ-2X5 SO. PINE f2 KD 15% SEE DRAWING A115 FbR FILLER DETAIL.
NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
THE PLATE CONTACT AREA OR SCARFED AREA OF WES MEMBERS.
ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN
ALL PLATES ARE CENTEPED ON JOINT UNLESS OTHERWISE INDICATED. PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY
SEE DRWGS. 130 160 16OA-F FOR TYP. PLATE LOCATION DETAILS. 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12*) AND
SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE.
pr,1,,E-L1fA1NA11Y D", ING
5X5 3X8 (A 1)
2. 5X4 I . 5X4 5X5 5X5 1 . 5X4
1 .5X4 6X8 T, lit 6.00
TO
65.0 6.00
3X6 W)
4XIO 3XB 6X6 4XB
3_7A
3X6 W)
1-0-0 10-0-0j-?I-O-o _1.�-O-o 1-9-0
6-8-7-1-30-3-9 -------w-4
37-0-0 OVER 2 SUPPORTS
R-J887# W= 3.50" S-22720 W- 3.50"
PLT. TYP.-ALPINE SEON-- 35145 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875
T"JUIS 1900101 UP"CAN DESIGN CRIT:TPI REF
WARNING IN 0MANXIML CPWTIGN me
0EVIATIOM"ONTIM IMIFICATIONS ONANVOEVIATION FPO WtACIOISAU '90-70'.w"INS v=Twima
TC LL 30.0 PSF DATE Og/ t4
HOLMES TOO 00ION 01 MY FAILM 10 SU"It* MASS 314 CWWWAM C"WART AM MCCONOMATI -1 11. SM
MIT:IM *QLMLSTV SIANDAPID QST@S' fv TPI. ALFINE CD"CfCrA THIS OnIGH FOR UVITIONAL VECIAL POM- TC OL 7 .0 PsF DRWG
AN PANWACI rmm 20 SAUK GALVANIZO STUL WLESS ton GRACIM fawromens. mcm
0TWEMISE dC DL 10.0 PSF -ENG
OUM"M OOW^ HESTING WGUIREMENTS OF A5114 A446 Will A. SHWAK TOP CHOPO ON"K LAIEMLLT ORACM
LUMBER WIT COMMICTORS TO 80104 FACES AT 4413d JOINT AM LWATE Al WITIO FMPEWT ATTACHED PLINOW swArmew .11OT.LD. 47.0 PSF O/A LEN. 37-0-0
*00, 0EMUIS 1401"S AM 4*MON&L tft=01feWIN Smw MOTION oil" oils=CEMINC On ft"ACIDWO
AIR)~ CDWVM WITH AMICA" PSWISICHS AS SPWIF= =# OU28M. 0 NOT UM T149
= in vull. GUION WITH FIVE MAFSLMff TIVATIM LOVER, FAC. 1 .33
1c;PACING 24.0 TYPF
JOB: -IS 9QO-19 T7 THIS "W . P99PAREQ F8QH COMPUIER INPUT (LOADS i DIMENSIONS) S128MITTED BY TRUSS MFR,
TOP CHORD 2X4 SO. PINE #I DKO 15%. EXCEPT AS SHOWN , TC X-LOC L-R: 0.29 5.31 8.65 12.03 17.67 23.33 28.97
SOT CHORD 2X6 SO. PINE #i OKO 15%. EXCEPT AS SHOWN 32.73 36.71
WEBS 2X4 SO. PINE #3 t9%. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 6.40 12. 15 23.33 28.85 36.71
: TI-2X4 SO. PINE #2 KD 15% : : 81-2X4 SO. PINE #1 DKD 15% SEE DRAWING AM FOR FILLER DETAIL.
: Wi-2X4 SO. PINE 02 KD 15% :
PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE ORWGS. 130 G 160/16OA-F FOR 7YP. PLATE LOCATION DETAILS.
pr.ELIMINARY I)MWit(G
5X5 2.5X4 1 .5X4 5XIO
4XIO 1 .5X4 3X6 (Al)
1 _jA':
1 .5X4 6 (AJ
3X6 (A3) 6.00
6. Z
3X8 4X6 3XiO 2 . 55X4
BXB
3X6 (A3)
1-0- 12-O-O_jj7-O-0 t-O-Lo
�-- is _I_p-O-O - -6
1.0 6-8-7730-3-9 37-0-0 OVER 2 SUPPORTS p-
R-1800f W- 3.50* R-18001 W- 3.50"
PLY. TYP.-ALPINE SEQN-- 35147 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0. iB75
9NS1wr n 0 1 ORGUT IX, Com DESIGN CRIT:TPI REF
KNIMPORTANT**ammpul'ale?K w~"1oF2,-'N IN KAAxm ION me .0-ory.
0 9 S y -6
.!T�ING
SIVIATICH"ON"M SPICIFICATION11 ON ANY DIVIA FROM .11SE W-78'.11RACIND VOW y 4790
TC LL 30 -0 PSF DATE Og/i
"It KSISM OR ANY FAILUK To SUILD Tit TORM IN CONFOWAU COWENTARY AND MmmmENDATIONI-STPI). WE ij
HOLMES Nil:"S'WALITY SIANDAM GSTN' 911 M. ALFINK CONNECIONS TIMS DESIGN FOR ADDITIONAL WRIAL.PIFMA- TC DL 7 .0 PSF DRWG
AM MAVACTURID FRON 20 "UK G&VANIZED SIM WLEU NENI GRACING REQUIP060411. V"ft OTHERWISE kv
OIMMI *Cot NEETINS REMITREHENTS OF AST* A440 Q%Afff A. 000. UP #'04 ).:) r,.1 DL 10.0 PSF -ENq
CHORD 914ALL K LAT04ALLV GRACED
LUMBER APPLT =1005 TO 901H FACES AT EAC14 JOINT AND LOCATE AS WITH POOPGALY ATTACHED PL"MM SHEATKINk
KARINS 9=110 AM 4' NOMINAL W&CSS @IMMIX 000. WrIGN CWW WITH RJOID CEtum ca ou"cluWa --)T.LD. 4 LEN. 37-0
pA 7 .0 PSF O/A
tSI
UESION STANDUM CONFORK WITH APPLIC&INX ffW QNS OF AS SPECIFIED ON OREM. SO NOT LNG THIS IR.FAC. 1 .33
-In-TFM PLAIT INSTITUTE. NN-NATIONAL MtGN SPECIFICATION FOR WOW LOWSTIM lk'ACING 24.0' TYPE
"m Am--M-VCT1. DESIGN WITH FIN PRIAMIAKI TREATED LANOM �:d
__UOW- ---- k.4�d ,- --1- ----- --------
-01: IS 900-19 TO TH19 QWG. MEPAR99 FROM GgMPUTER INEUT (LOADS & DIMENSIONS) S92MITTED BY TRUSS MFR.
T� I X4 SO. PINE #I OKO 15%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 4.48 6.85 10.50 14-03 20.50 26.97
SOT CHORD 2X6 SO. PINE fl DKD 15%. EXCEPT AS SHOWN 31 .73 36.71
WEBS 2X4 SO. PINE f3 ig% EXCEPT AS SHOWN BC X-LOC L-R: 0.29 6&40 15.00 26.85 36.71
: TI-2X4 SO. PINE #2 KD 15% : : 81-2X4 SO. PINE #1 DKO 15% SEE DRAWING A115 FC�R FILLER DETAIL.
l : WJ-2X4 SO. PINE #2 KD 15% :
PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DAWGS. 130 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (A) IX4 "T" BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH
Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
PRELIMINARY DRAWING
5X5 2. 5X4 5X5
1 .5X4 012 1 . 5X4
1 .5X4 4X4 (A2)
(A 6.00
JBI
NOW) 3XB 4X6 3X8 ...................................
2 .1 7A
Ic
n BX12
3X6 (A3)
1-0-0 14-0-O.LI3-0-0
6-8-7-f-30-3-9 _00-0-0 —4
37-0-0 OVER 2 SUPPORTS
R-J800f W- 3.50' R-1800f W- 3.50'
PLT. TYP.-ALPINE SEQN-- 35148 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1875
TRUSSES WOUM UTIff3w CAM REF
,y DESIGN CRIT:TPI
X*IMPORTANT** oc.'WARNING ,, MAIMING. ONIXTION 00
DEVIATION FROW OEM SMIFICATION15 ON AW DEVIATION FM SIMINSAW WI-79'.WRACTO VOW MINIM .... ...... TC LL 30.0 PSF DATE 09114190
IN I OESION M AM FAILURE 10 WILD TNE TOLISS IN COWORKAMM COMINE)RAM AND PECOMMD"TIOND-TP11. SIX 4t% 6.
31
HOLMES .31"THE 'OLIRLITY SIAINWO ORMS' SY'MI. ALP3ME COMMECTORS THIS DESIGN FOR AMITIOKAL SPECIAL PER"- Or 7 .0 PSF DRWG
AW WWACRM FROM It SkM O&VAkUM STML MISS NENT DRAMS REQUIREMENTS. UNLESS OTHERWISE (:fj t TC DL
1 OTHMISE INOWL MESVINS REMARIAMIS OF ASTVI A446 GAME A. *OAK TOP CHOIRS,SMALL IS LAmmuV smcam, rc oL 10 .0 Psd -ENS
LUMBER APPLT Commellaw TO WIN FACES AT CAM joll"ANO LOCATE AS Inv" PROPEPLY ATIACMSO PL, smAttank % Sun Q 4r�l
L I O.T. ,LO. 47 .0 PSFJO/A LEN. 37-0-0
to CRILINS DR IRACIMS
SS bag"- SOTTW C"=WIT" RIO
OCSION 97AIMUJM CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED a" Olmillm. 011 Not %ASE THIS 1 . 33
"m me-wl rm. Oulam WITH FIRM MAVDAM MAUS LOWN.J
Ts goo-12 T6 THIS DWG, EREPAREA FROM COMPUTER INPUT (LOADS & Olt&NSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SO. PINE 01 DKD 15%. EXCEPT AS SHOWN . TC X-LOC L-R: 0.29 4.48 6.85 10.00 13.00 16.03 20.50
BOT CHORD 2X6 SO. PINE 01 DKD 15%. EXCEPT AS SHOWN 24.97 30.73 36.71
WEBS 2X4 SO., PINE 03 19%. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 8.40 13.00 20.50 28.48 36.71
: TJ-2X4 SO. PINE f2 KD 15% : : 81-2X4 SO. PINE f2 KD 15% SEE DRAWING A115 FOR FILLER DETAIL.
:WJ-2X4 SO. PINE #2 KD 15% :
PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 G t60/16OA-F FOR TYP. PLATE LOCATION DETAILS.
"'." AG,
5X5 1 .5X4 5X5
1 .5X4 1 . 5X4 ITI
1 .5X4 4XI2 T1 1 .5X4
4X4 (A2)
6.00
6.00
3X6 (A3) lei
4xB 3XB 3X6 2 . 5X4
3X6 (A3) BX12
1-0-0 16-0-0_1_9-0-0 _1_12-0-0 i-o-b
6-8-7"1-30-3-9
37-0-0 OVER 2 SUPPORTS
A-1800f W- 3.50* R-1800# Wa 3.50"
PLT. TYP.-ALPINE SEON-- 3515l FURNISH A COPY OF THIS DESIGN 70 ERECT10N CONTRACTOR REV 15.4.7 SCALE 0.1875
04M......j
YINJUSES F601111RE JEAV CARE no
I MP 0 R T A N 7 "04AL"LINCE 7W]KADE"SPOW"i mmL tLmnm I I'W A RN I N 0 0L E % DESIGN CRIT:TPI REF
DEVIATION Oft THESE SPECIFICATIONS, Oil AM DEVIATION "ft SPACIHS.SEE *GWT-76'.SPACING WOOD"wum TC LL 30.0 PSF DATE Og/147go
VMS DESIGN ON AM F&ILWIE 10 W LO THE ISM IN CONFORIMNCE COMMENTARY AND FIECONNENDAIJOW-mTPI). SEE
1'�
HOLMES WIT"tHE oLmLtvv STAND"o 01118!9V TPI. ALPINE CONNECTORS IRKS DESIGN FGR ADDITIONAL SPECIAL PERNA- TC OL 7 .0 PsF DRWG
ARE MANUFACTURED FROM 10 CAUSE GALVANIZED STEEL tftESS WENT WL441HO NEOVIVOWN71. UKM OTHERWISE
D"GAWlK SHOW. MEETING FIEGIVINEMENTS OF AWN A445 MADE A. UNDOL TOP CHORD SHALL IS LATERALLY INACED o., OL 10.0 PSF -ENG
LUMBER APKT.Comuld" 10 fam JOIN=.:%"A WITH PfWWLT ATTACHED PLI SWATHlow YT
ucw MEANING WIDINS Am "m HAL W&ESS 0 NOTION CHORD WIT" RISM COMING OR @FACING r.LD. 47-0 PsF O/A LEN. 37-0-0
DESIGN SIANDARGO CONFORM WITH APPLICASU PMV193DWS OF AS SPECIFIND ON GESM. SIT NOT UK THIS ....it LFAC. 1 .33
mas me-In w". DESIGN WITH P110!PETMONW! TREATED LAINNER. TNG ?4 n" T v0r
r -TRIM PLATE INSTITUTE, NOS-N&TIOPAt MS16H SPECIFICATION POP W"M. AT"CTT-
'm TS 9 THIS OWG. PHEP6REO FROtj COMPUTEB INPUT (LOAO§ 6 DItZNSIONS) SUBMIT7EU BY TRUSS MFR.
TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 6.36 12.47 18.03 22.97 29.73 36.71
SOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO.- PINE 03 19% BC X-LOC L-R: 0.29 6.59 12.59 22.85 29.73 36.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) IX4 "T" BRACE. SAE GRADE AS WEB ME14BER. ATTACH WITH
SEE DRWGS. 130 & 160/16OA-F FOR YYP. PLATE LOCATION DETAILS. 8d NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
ALL TOP CHORD SPLICES OCCURRING BETWEEN
PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY
114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12*) AND
SHOULD N07 OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE.
pp
'E�LIMINAP,Y DRAWING
5X6 5X5
3X6 3X5 2 .5X4
1 . 5X4
ra.0 (A) 4X4 (A2)
6.00
(A)
4X4 (A2)
3X8 5X6
6.
5X6 12 6X6
1-0-0 18-0-0-1-P-0-0
_04-0-0 i-0-0
8-7-7 1-4-0-0 724-4-9
37-0-0 OVER 2 SUPPORTS
A-1800# W- 3.50" R=1800# W= 3.50'
PLT. TYP.-ALPINE SEON-- 35152 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875
O,Vmi$pl"
ALPINE ENSINEEFED PROOIXTIL 'INUISES IlEGUIN EXIFEW CAFE * . DESIGN CRIT:TPI REF
PEW RNING IN NANOLINIL ENMCIION AND S)L L
XMIMPORTANT)O(sou NOT K INC�-
DEVIATION"M IHM 9KCIFICATIONS an Amr."ILl"IT
-711%IONACINONOOPTIMSES: TC LL 30.0 PSF DATE Og/14/90
INIS K*19N 00 MY FAILINK TO KFILD TK MM fit cowmwjm comoonAny Am Facmemiscon-am). m %
.,�F 7 .0 PSF DRWG
HOLMES WITH THE *OLMLITV SIANDAND DST ' NY YPI. ALPINE CONNECTORS THIS VISION FOR ADDITIONAL SPECIAL PERKA_ TC OL
ME RNAFACTINNS Fw 20 IL GALVAN11ZED IlTEEL%NUSS NENT ORACINO flEaUtNEW0111. UNLEU OTHENVISE N
OTWMIU NHMK WWtIH9 REOWNEMENTS OF AST14 A445 GRADE A. SHOWN. TOP CHORD NNALL K LATERA&LV BRACED tIC DL 10 .0 PSF -ENG
LUMBER APPLV COOMTOM TO 001"FACES AT EACH JOINT AND LOCATS AS WITO I A"ACHM PLYMOD ONEATIONO rOT.LD. 47 .0 PSFJO/A LEN. 37-0-0
4'MKINAL UNLESS O"WRNIK SHOW. NOTTON CHORD WITH MID CMINS 00 SRACINO ......
OUSIN OJANDAINN; COWWA WITH APPLICAKA PROVnION5 OF AS SPECVIOD ON 0111M. DO NOT UK 10"412 VUR.FAC. 1 . 33
"m an NW3 VC11. DESIGN MIT"POE MAPDANt TWATIED LANNER.
nOACING 24.0" ITYPE
GV
P LIC. CA-Tq(-57WL>)
-4 10 1�21
OH t)ETAIL
-5 P Ft\-
IEA(50-4') ,9--5, 5pec,
57
J EA
2 CY rec
m
Do not cut )r alter times
T= TR= Permission
A(,V-02 �2
HANGEWS fton True
"4 4o
,4Iq0—`H- 4
2 Trusses will.be bu�,ft in
CA
2 X 6-8 stict accord?,Ice W11.1 Mis
layout.
2 X 18
Approved By. . ............
4 X 18 Date: ........ ............
0
RX Ell A tj.[Uei Vit j r I -%L
M�3 CUSTOM- ER-tF-q.-rEFX, HOHES
JOB NAME S?D5
SCAU;Y L
DATE: 010 By:
012-19-IFT
21LO" TRUE TRUSS 641-0766
--Roof ERAMIUG PL��Q. OB NUMBER ELt!�TI04
.908: -TS 2004 Tl-- THIS QW0. RREEARED FROM COMPUTES INPUT tLOADS 6 01MENSIONS) SUQMITTED BY IRUSS MFR.
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 4.00 7.71
BOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO'. PINE #3 19% BC X-LOC L-A: 0.29 *4.00 7.71
NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS GIRDER HAS BEEI� DESIGNED TO SUPPORT:
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. FROM ONE SIDE-- 7' 0' OF SPAN FRAMING TO THE BOT CHORD
OPPOSITE SIDE-- 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 131 PLF
SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
10
4X4
2 . 5X4 (Al) 2. 5X4 (A 1)
R:�� .00
6 00 6.00
u
AX3
4-0-0_14-0-0
8-0-0 OVER 2 SUPPORTS
R=7590 W= 3.50" R-759# W= 3.50"
PLT. TYP.-ALPINE SEGN-- 35114 FURNISH A COPY OF THIS DESIGN TO ERECTI co REV 15.4.7 SCALE 0.5000
4L4F-,)-%�5,.kkl 17,
**IMPORTANT**AL"'N`Ew'cm Fmxm& DALWARNING mmm mwtm Exyme CARE DES16N CRIT:TPI REF
SHALL 007 BE FASPONSISLE FOR IN HAII)LIPS. 09"M AM --
DEVIATION FFJ)M THESE SKCIFICATIONS ON AM DEVIATION FRO W"IMS.SM *SMT-lS*.ff"INS (.4 dil
THIS WOOD Imsom t f"v -- I TC LL 30.0 PSF 'DATE 0971,d/go
DESIGN OR MY FAILUlK 70 BUILD THE TRUSIS IN CGIVOWACE COM101TARY ADD F"OHMINDAISONS—TPI). SU rj chi
HOLMES WITH THE *QUALITY STANDAM asysit, by Fpl. ALPINE Cmeamons INES DESIGN FOR wwlawa.SKCIAL Pow- tic.34869 -
- t TC DL 7.0 PSF DRWG
AM KANuFACTIAM FF04 20 GAUGE GALVANIZED STEEL UWLESS NEWT BRACING PlEGUIREMENIS. UNLESS altelmm t
OTtVlMISE MOM. NEETIMS REQUIREMENTS OF ASIR A445 SPACE a. SHOWN. TOP CHIM SMALL BE LATOULL'i @PAM BC DL 10.0 PSF '-ENG
LUM13ER APPLY COMMECTORS TO BOTH FACES AT EACH JOINT El TE WITH PFUWJLY ATTACHED PLVWDOD SHEATHT�L f0T.LD. 47.0 PSFJO/A LEN. B-0-0
SHOW. REARINS MIOTHS ARE A* MOMINAX Ub&ESS DIM I DMON CHIMPO WIIH RIGID CEILING OR W—IM61
DESIGN P AS SPECIFIED ON DESIGN 00 NOT Ulf 1.618
__�ANOPAOS CONFWA WITH &PPLICAOU J . 33 IPITCH 5-0/12
DESIGN MIT"rime
\J.o" TS 900fi Ta-. THIZ OWG. PREPARED FROM COMEUTER INPUl (LRADS & Qlt%NSIONS) SUBMITTEO BY IMM WFR,
ORD 2X4 SO. PINE #2 KD 15% 7C X-LOC L-R: 0.29 3.77 7.03 10.50 13.97 17.23 20.71
SOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO.' PINE #3 19% BC X-LOC L-R: 0.29 1. 15 10.50 13.85 20.71
NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS #1 HIP DESIGNED 'tO SUPPORT 7' 0' JACKS WITH NO WEBS.
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS.
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
I)IIANItAG
4X8 IX3 4X8
u
IX3 iX3
4X5 (A2) J2
6.0 6.00
F31 V/1
r __ ___LLL
3X4 3X8 5X5
1-0-0 7-0-0_1_?-O-O _L7-0-0 i-0-0
21-0-0 OVER 2 SUPPORTS
A-2069# W- 3.50" R-20700 W- 3.50'
PLT. TYP.-ALPINE SEQN-- 35115 FURNISH A COPY OF THIS DESIGN TO ERECTI CON REV 15.4.7 SCALE - 0.3750
, s
FORUM ZPASHE CAM ......
DESIGN CRIT:TPI REF
I M P 0 R T A N T*X W A R N I N G IN KAND1.190, DOWT ION ADO
, I
DEVIATION FRON THESE SMIFICATIONS OR AW DEVIATION FROM FlfflACIHS.*EE *ONT-70%IIAACINS WOW 7RUSSER i i-j"
THIS DESIGN OR ANY FAILLSE TO BUILD THE TRUSS IN COWORMANCE COMMENTARY AND RECOMMENDATIONS-4TPI). SEE 'y 1-1. TC LL 30 .0 PSF DA 90
HOLMES WITH THE QUALITY STANDARD QSTW'BY W1. ALPINE CONNECTIONS THIS DESIGN FOR ADDITIONAL SIECIAL PERNA- 1.1 Na.34869 1 TC OL 7.0 PsF DAWG
-RON 20 SAM G&VANIZED STEEL UNLESS WENT BRACING FIRUIREMEWTS. Umm C �ATE 10 .0 PSF -ENS
AM MMEAC744M r ITHERVISL f
w"I"N"m WSW HEET"REWIMEWEWIS OF ASTO A" ORADE A. SHOW TOP CHOW 111"L RE LATERAU ac OL
OKV CONNEMORS to BOTH FACES AT EACH JOINT AM LOCA ATTACHED PLYWOOD Sk
LUMBER 0T.LO. 47 6 PSFIO/A LEW 21-0-0
SADMH 1114RING WIDTHS ARE 4*NON3 "UNLESS OTHERWISE 5 :T WITH RIGID CEZLING OR to*
DESIGN STANDMOS CONFORM WM NAPPLICAOU PROVISIONS OF AS SPECIFIED ON OKESION� 103D NOT tc b.0/
..@A... FAC. 1 .33 WITCH
J,0B, TS 90012 Tj THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED PY TRUSS MFR.
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 4.77 9.03 11.97 16.23 20.71
BOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 69. 15 11 .85 20.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
,D AWING
4X8
4X4
r
L
IX3 IX3
2 .5X4 (AD 2 . 5X4 (At)
6.0
2 .5X4 5X6
1-0-0 9-0-0-1 1-0-0
21-0-0 OVER 2 SUPPORTS
R-1048# W- 3.50" R-1048f W- 3.50*
PLT. TYP.-ALPINE SEON-- 35116 FURNISH A COPY OF THIS DESIGN TO ERECTI CONT REV 15.4.7 SCALE 0.3750
IIEW1111 EXTFIENE CUE X)s sic
i DESIGN CRIT:TPI REF
I MPOR T AN T 'NAK'V'W A RN I NG 'IN K#AQIW VIECTION AM If .. f e� ".
DEVIATION FWN THESE SPECIFICATIONIS OR ANY DEVIATION Fift WACING.SEE WT-W.INACINS WOOD UUMM TC LL 30.0 PSF DATE 09/14/90
HOLMES THU DESIGN OR ANY FARLM 10 BUBA THE TAM IN CONFORNAAM cmeeaART US F"mom
.GUALITV STANDARD MTN* $V IPI. ALPINE CONNECrOM Dag DESIGN FOR AWMaT'm TPD- SEE 86 1
WITH THE NAL SPECIAL PONA- t TC OL 7.0 PSF DRWG
AM NAAFACTIMED FMN 20 "WE GALVANIZED STEEL L".EU NENI WkACIN6 FIEGUMOM. ULM 07MMIK -ATE
OTHERWISE SHOW MEETING FREGUIAEMENTS OF AGIN A445 GRAM A. SHOWN. TOP CHOW IiHALL SE LATER"y MACED i ac DL 10.0 PSF -ENs
LUMBER AWLT CONNECTORS TO BOTH FACES AT EACH JOINT AM LOCATE FSKOWLY ATTACHED PLYWOOD SHEATKWUM
SHOWN. 0EARING ww"S Am 41 NOWINAL LI&ESS OTWMISE am CHOW HIT" RIG3D CEILING OR NW.N& A f3T.LD. 47.0 PSF O/A LEN* 21--�O_o
OF�j
DESIGN STANDARDS CONFORM klTH MWLICAGLE PA&VIS1 FSPECIFISP 04 DESISM. 00 NOT U6k MAS C 1 . 33 PITCH 5.6712
"m!!!!..:.Tpl WC71. ON WIT"FINE MIAPDANT TFKATED LLA,"N
TPI -V41N PLATF IWTrTUW. NPS-NATIONAL MIGH PKIFICATION FOR WOW CONSTAMTIOW ISPACING 24.0" TYPE
0.50
-Vk- 150 20 It
F, )�--or'
5c
YQD j5%
y-lD Se
ic t�>
P1 #?
2-�A S(" 91 13
91
ool-ess OC
OA Illp-
0
'poolE i3o
wo, R��rls
A)�A
00
31
A.1
..Ipl Sf 0
c -0
PSE
jo.0
A-7 o 9
-,VAG
vog� got,
OvA
—.0 1��dm
AS S.OA
t5 ()A
IC
i
Y-11
Y,'Q eq#-,SE
Pi ol vV 'I
1 j3 19% �W4�,V-ss I'le �-()r,0
A ip
A 9-1
c -1,A aolol lw
-V f of�
t3f) 6
A,�A
J,3
30
B430 10
IRO, A-1 iA
10 SF 'D
-Sf
-A-0
'SX L
4p
jG 01
-A-CO) 10 r.0 Ii psf
v tic
Vol
T9 THIS QXG. PREPARED FROM COMPUTER INPUT (LOADS & DIMEN2IONS) SUBMITTED BY TRU2S MER.
TOP CHORD 2XA SO. PINE #2 KD 15% 7C X-LOC L-R: 0.29 4.00 7.71
BOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 .4.00 7.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
,y )wNiNG
4X4
2 . 5X4 (At) 2 , 5X4 (Afl
6.00 6.00
IX3
1-0-0 4-0-0_14-0-0 1-0-0 1
B-0-0 OVER 2 SUPPORTS
R=437# W- 3.50* R-437# Wa 3.50*
PLT. TYP.-ALPINE SEQN-- 35119 FURNISH A COPY OF THIS DESIGN TO ERECTION CONIW^-%Q REV 15.4.7 SCALE 0.5000
\3s Sit
7wim"REWIRE EXTREME CARE ... DESIGN CRIT:TPI �REF
I MP OR T A N T S"IAL'LNENIDTwKwf"W"WONS"3"W'C'"rlM' "INARNING IN NAIWNIL ERECTION AIM
DEVIATION FROM I" WECIFICAT20NS OR ANY DEVIATION FROM PRACINS.16K -On-75'.WRACINS WOOD MNSE&. I ;W% I TC LL 30.0 PSF DATE 09/147-90
TNI$DESIGN 0 ANY FAIIAN'10 BUILD UIE TRIAIS IN CWWM#AM CONMENTARY AM RECVNNENDATIQNS�TPI). SES f TC DL 7.0 PSF DRWG
HOLMES U1710 THE WALITT STANDARD OSTN'OT TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERm-
AN NA"AMNED FROM 20 SAUK GALVANIZED STEEL UNAM NENT MACINS FMdREwEwTS. WLES9 07PMIt �j -eE 2
9RACU -ENG
OTHERWISE$WOMIL MEETING REDWRENEXTS OF AST14 4446 GRAIN A. Mown. TOP CHORD SNN.L K LATERALLY *j*J BC OL 10.0 PSF
LUMBER AWLY CONNSCTORB TO DOTH FACES AT EACH JOINT AND LOCAIS A111 WM PROMIALT AT7ACNKD PLVVQOO MATW 4.
TOT D. 47.0 P -0-0
SNOW. "INS via?"&AM 4*NXU"L UNLESS OTHEAKIKQ= -OTTON C"Opw Nil" "logo CRILIN6 OR W-4-6 SFJO/A LEN. 8
Is" ANDAMS CONFORM WIN APPLICA&A PADVISI, IA. SPECIFIED am DESM. 00 Mal W19 0" AC. 1 .33 In CH 5-0/12
AZTPI OCTI. UIN WITH FIRE RETARDANT TREATED LLOWN
046f T7 THI§ QWQ. PHEPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUS§ MFR,
TOP CHORD 2XA SO. PINE #2 KD 15% TC X-LOC L-R: 0.00 4.00 7.71
SOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.00o 4.00 7.71
LT. WEDGE 2X6 SO. PINE #2 KD 15%
WEDGE MUST BE CUT FROM ONE SOLID PIECE WITH
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. LONGITUDINAL GRAIN PARALLEL TO BOTTOM CHORD.
SEE DRWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. FOR PLATING DETAILS SEE DRAWING NO. A131.
pp LAWING
DP
4X4
2 . 5X4 (Al) 2 . 5X4 (Al)
6.00 6.00
u
3XIO IX3
1-0-0 4-0-0_1,,I-0-0 1-0-0 1
B-0-0 OVER 2 SUPPORTS
R=4BI# W= 3.50* R=450# W= 3.50'
PLT. TYP.-ALPINE SEON-- 35120 FURNISH A COPY OF THIS DESIGN TO ERECTI CO REV 15.4.7 SCALE 0.5000
Man wwo fxmlE cm 3s Sic I
DESIGN CRIT:TPI REF
**I MPG RT ANT** W A RN ING IN WAX INS. CAM IGN AND F J ev N -
NVIATION FNN THESE SKCIFICATIONS OR MY QEYIATION FM N"INB.= 'MY-75'.ANIACINA NOW TXJSSES: I TC LL 30.0 PSF DATE 09/14795
HOLMES DOS DEEM OR AW FAIIAW'10 BUUB THE MISS IN COWORAM" COMOBAW AND AECOWPCIATIM�TPV. QK %
WIT"INS 'GLALITY SIANDAM OWN' DY TPI. ALPINE CONNECTOPIS lKIS QUISA FOR AGOTTIONA&WSCIAL P0001. NIL 34969 i TC DL 7.0 PSF ORWG
AN WMACTIm" FIVIN 20 SAM GALWANIM STEEL U"S0 NEW OWING NQUIM"I'll. UNLESS 01MMIK 10.0 P —
OINSIM IS WOW WKSTIA10 MOU100"TS OF AST04 A44 OVIAOS A. SNIXk IQP CHM SNAU ME LAT511ALLY MtL a 8C DL SF -ENG
I V -
Ing,
LUMBER APPLV CONNECTORS TO ODIN FACES AT EACH JOINT::I= PROPSILT ATTACHO PLYWOOD SHEATIl Ift TOT.LD. 47.0 PSF O/A LEN -0-0
SNOW. K&MNS WWIHS AM ' WDKX UNLM 0711 =OK CHWID 107H RISID CMING ON fir—"W . 8
CoNF,Olw4 WITH WAPLR-ICANU PPAWIS20M F AS SINSCIFIED ON OMM. 00 NOT MR OUR.FAC. 1 .33 PITCH 6�0/12
I WSION WIT"FlIW SIETAVADANT 1 1
JOB: IS 900-19 18 THIS QWG. PREPARED FROM COMPUTER INPUl (LOADS & DIMENSIONS) SUBMITTEQ OX TRUSS MFR.
TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 5.53 10.52 15.51 20.50 25.27 31.14
BOT CHORD 2X4 SO. PINE #2 KO 15% 36.71
WEBS 2X4 SO. PINE 03 19%. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 10.52 18- 19 25.38 29-38 32.93 36.71
: WJ-2X6 SO. PINE 02 KD 15% : SEE DRAWING A115 fbR FILLER DETAIL.
NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMB�R
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. BRG LOC 2 iB-02-04: 1 BLOCK 12" LONG - 7 16d NAILS BLOCK
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) IX4 "T* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Bd NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY
SHIM ALL SUPPORTS TO SOLID BEARING. ERECTION CONTRACTOR.
(B) 2X6 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
ALL BOT70M CHORD SPLICES OCCURRING BETWEEN 16d NAILS 0 4" D.C. BRACING MATERIAL TO BE SUPPLIED BY
PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY ERECTION CONTRACTOR.
1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND
SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS.
----:----co
10 L-V" L E
74.0 54.0 93N
1 165.0 165.0 T13.0 0
5X7 Tc 3 74.0 74.0 7.00
ec 1 20.0 20.0 18-33
45 0 45 0
3X5 X5 BE 3 74:0 74:0 39:00,0
2 . 5X4
1 .5X4 5X5 6.00 'PRELIMINARY DRAWING
6.0 (A) B) (A) 2 . 5X4 (Al)
2. 5X4 (Al) As -
1 . 5X4 n
n 3X8 n 6X 0 12 6X6
4X6
3X6 IB-9-12
t-O-0 2h-OT16-6-0 I-O_, o
1-4 -1-7-7-1 0 -4
25-4-15 -0-0
37-0-0 OVER 3 SUPPORTS
R-363f W- 3.50" R=3783# W= 3.50' R-1111f W- 3.50*
PLT. TYP.-ALPINE SEON-- 35156 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.1875
DESIGN CRIT:TPI REF
al'WARNING mnn. cm. M
DEVIATION 111001 THM SmcwjcATIONS Opt MIT DEVIATION "m W"Ita.sm *01NI-711'.ISPACINS WOOD,TRUSSES: TC LL 30.0 PSF DATE 09114190
HOLMES THIS DESIGN 00 AIR FAILURE 70 BUILD Tit TRUSS IN CONFORHANCE CommENIARY NO RECONNINDATIONS-AT1011. SEE A
WITH THE *KOALITY STANDARD 061 ' BY TPI. ALPTAK CONNECTORS THIS DESIGN FOR AWITIONAL=104=
AM RMARACTUM FRON go OL GALVANIZED $TRIL UNLESS NEWT SAACIM woulmons.to J.JI TC DL 7 .0 PSF DRWG
OTHERWISE SHOW. "Mine ASQUIRRHENTS w AST" &$A@ "MIT A. Iwo. IV cam Sm"K LATER"v GRAM BC DL 10.0 PSF -ENO
LUMBER APPLV CON04CTONS TO WIN PACS$At RAW JOINT AHO LWAIt IT=VTI ATTACH911 PLI SHEAT"I"k, 0 N* * -
IN 47.0 PSF O/A LEN. 37-0-0
al:0
SHOW WAXIM WITH ART 4*NOMINAL Uld.ESS OTHERWISE SAIDA . 1" 01610 CZELINS M SmAclus TOT.LO.
M= F --- ----
IBM STANDARDS M WITH APPLICABLE PROVISIONS OF At _SPECIFIM Of OMSK. 00 HOT UK THIS J .33
n .-_ - I L atlo IDUR.FAC.
i\018� THIS QWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMEUSIONS) SUBMITTED BY TRUSS WR.
TOP CHORD 2X4 SO. PINE #I DKO 15%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 A.48 6.85 10.37 13.75 17.12 20.50
BOT CHORD 2X6 SO. PINE #1 DKD 15%. EXCEPT AS SHOWN 25.62 31. 14 36.71
WEBS 2X4 SO. PINE #3 19%. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 &.40 13.75 20.50 28.48 36.71
: TI-2X4 SO. PINE #2 KO 15% : : BI-2X4 SO. PINE #2 KD 15% SEE DRAWING A115 FOR FILLER DETAIL.
: Wl-2X4 SO. PINE #2 KD 15% :
PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
ALL PLATES ARE CENTE7D ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 160 1 6OA-F FOR TYP. PLATE LOCATION DETAILS.
PRELIMINARY DRAWING
5X5
3X6 I
2 . 5X4
1 . 5X4 71 1 . 5X4
1 . 5X4 6XIO
6.00
1 . 5X4
6.00
4X4 (A2)
3X6 (A3)
I 7A 4XB 4XB 2 . 5X4
3X6
8XI2
3X6 (A3)
1-0-0 20-6-0_lj6-6-0 1-0-0
6-8-7730-3-9
37-0-0 OVER 2 SUPPORTS
R=1800# W- 3.50" R-18000 W- 3.50'
PLT. TYP.-ALPINE SEQN-- 35126 FURNISH A COPY OF THIS DESIGN TO ERECTI CONT REV 15.4.7 SCALE - OA875
"TV"CAME DESIGN CRIT:TPI REF
**IMPORTANT**bwi%LuLaNfD7muKwAEmSPOGwMmLxt=FO&R DINARNING wm&"K"#AmFalw"`EV=TI0N AND I?
DEVIATION FWW WA SPECIFICATIOW OR ANY DEVIATION FM K"IN0.8K *IWT-76'.drACING NOW INAGEIR TC LL 30.0 PSF DATE 09114190
noll Comm an AM FAII.UK TO BUILD THE TAUVG IN COMFORMANU COMMITAN AND FUD"NOATIONS-STPI). BEE
HOLMES WITH THE .1,11ITY STANDARD OSTM* BY IPI. ALPINE CDNWXTM THIS MIGH FOR ADDITIONAL WECIAL PERNA- V869
ARE M~AC7tM F 20 GAUGE GALVANIZED I TC DL 7.0 PSF DRWG
RON STEEL UWL= WENT WACING MQUIIIENENIS. ULM 0111MMISL .1
BRACED BC 0 PSF -ENs
an4owIN SHOW WFTINS flEGUIFIENENTS OF ASTH A446 DRUM A. SHOWL TOP 04M IIHALL BE LATEPAUY DL 10.
LUMBER APPLY CONMECTOM TO BOTH FAM AT EAM WITH PPAPEFLV ATTACHED PLYWOOD SNEATMF.
KAIUMS WIDTHS AM 4*NQKIN&L UP&M OI&WIWIj--T' 'In ItImm calilms in mm.sm� .JT.LD. 47.0 PSFIO/A LEN -0
SHOWN. IN,-I . 37 -0
67AWARDS CONFORM WITH APPLICAWN-E WOVIS'=
L
antsm W-ECIFIED Us 010512M. 00 NOT UM 1439 OUR.FAC. 1 . 33
-WM I 'I ON WITH FINE A"ARDAMT TREATED LWO10. I
r - 'I-- SPACING 24.0" ITYPE
17TFI TRUSS PLATE INSTITUTE. ND5- NATIONAL OESISN SPECIFICATION FOR WOW CONSTRUCTION
TS'900-41 Tio THIS DWG, EREEja�p FUQM COMPJJTge INPUT (LOAQ2 & DIMEbl5lQNS) UQMITTED BY TFIUSS WA,
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 6.65 12.77 16.63 20.50 25.82 31.14
BOT CHORD 2X4 SO. PINE #2 KO 15% 36.71
WEBS 2X4 SO. PINE 03 19% BC X-LOC L-R: 0.29 o8�59 12�59 20.50 28.48 36,71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRAWING A115 FOR FILLER DETAIL,
SEE DAWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (A) JX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
5X5 ,,,j.Mjt4APY DRAWIRG
3X8 !��2 .5X4
5X5
1 . 5X4 6.00
6.00
4X4 (A2)
4X4 (A2) I
4X8 5X6
5X6 12 6XIO
1-0-0 20-6-0_1_16-6-0
8-7-7-1-4-0-0 1-24-4-9 —4
37-0-0 OVER 2 SUPPORTS
R=1600# W= 3.50" R=1800# Wm 3�50*
PLT, TYP.-ALPINE SEQN-- 35127 FURNISH A COPY OF THIS DESIGN TO ERECTIO CO REV 15.4.7 SCALE 0. 1875
rlU 4. rs
UPSM 90MM wmm be. IRA=famtrit fitww cm 4-&)s DESIGN CRIT'TPI REF
. ..........
**IMPORTANT**SHALL WaY K FAMPOW12"FM ANYWARNING 19 HAND"#& twzrlow AM
WKIFICATIONS OR AW DEVI&TION MW 9RACU4.10 MACIM V=IWASM
DEVIATION FNK THM '%. /14/90
AILVK IQ NUILD I eo. I TC LL 30.0 PSF DATE O9__ _
HOLMES THIS QUIN OR ANY f is m" IN cowawia cmwmv as fm%wv"Tl*"%�Tp0- in 34669 1 .-
MITH THE *QUALITY STMM%W a"80*AV Ift, AP"CONWCTOM MS OM04 FOR AMItIS"L 9-M&Pa"- TC OL 7.0 PSF ORWG
_11m$XQUIM"TS OF ASTU A446 WAM A. 910W T01 CHM NW"K LAUPAUV NAAM BC DL 10.0 PSF -ENS
Am wnsscum fmm to "m s&vk6azED SIM UK= NW W"UA MWER94WW WLISS
*INI "LWAR AS W7M ff&WkV A"=HW PLMM NUTW f. OT.LO, 47.c
1".FAC. 1 . 33
—To". GO lot um f
72 902:4 Ili THI§ QW0. PPEPARED FROM COMPUTER INPUT (LOADS & QlMtNSl0d§) §UBMITTgD BY IRUSS MFR.
TOP CHORD 2X4 SO. PINE 92 KD 15% IC X-LOC L-R: 0.29 7. 15 13.85 20.50 25.50 30.98 36.71
SOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R.' 0.29 4.9B 13.85 25-50 36.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRAWING A115 rbR FILLER DETAIL.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
(A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
SHIM ALL SUPPORTS TO SOLID BEARING. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
5X5
I 5X4
1 . 5X4 (A) 1 . 5X4
5X5 6.00
6.00
(A) 2 . 5X4 Al)
3X5 (A D
3XID
12 3.5 3X6
23-1-12-
1-0-0 20-6-0_1_16-6-0 1-0-10
7-0-0"130-0-0
37-0-0 OVER 3 SUPPORTS
R=431# W= 3.50' R=2180# W- 3.50" R-988# W= 3.50*
PLT. TYP.-ALPINE SEQN-- 35128 FURNISH A COPY OF THIS DESIGN TO ERECT[ CONIA.'--WWN SCALE - 0.1875
_4 REV 15.4.7
ENSINEGIEP KWOUCTS, INC =e�)s sic
TRADES#own Unim CAM DESIGN CRIT:TPI REF
**IMPORTANT**SALHr"INENOT SE FAWONSIBLE fOR ANYWARNING IN PAWLING. 0=1104 AM 4%.
DEVIATION FROK THESE SPECIFICATIONS ON AM DEVIATION FROM 04"ING-SEE *1017-75'.INFACIND WOOD TIL40M TC LL 30 .0 PSF DATE 35714/90
Tlal on'"on"IT F-ILL"'to auxD'HE 7"Im IN cOwwa w000mw AND SEE
HOLMES HIT.THE 'OVAL.IlY SIANDARD 9000'BY'MI. M.PINE CONNECTORS THIS DESIGN FOR Amina"L 9%CIAL PONA- TC DL
7 .0 PSF ORWG
AM WANWACTURED FRON 20 SAUGE SkVANIZED STEEL MtESS NEXT SPACING 190JIfaftlg. UNLESS CYTHERWISL ATE JO.O PSF
8C DL
OTHERWISE SHOW. bUT114 AEGUIREWATS OF AST14 ^446 SPADE A. SHMK TOP CHORD SKALL NE LATERALLY SRACET, -ENG
'TORS TO 901H FACE&AT EACH JOINT AND LOCAlf A5 WITH PA0PEfLY ATIAMED PLYWOOD SHE^TIQV
LUMBER COW" -JT.LD. 47 .
3HOW. SURINS WW HS Aft 40 WOKI%AA.UWLCU IHEW 1" RIGID CMINS OR SR& 0 PSF ro/A LEN. 37-0-0
DESIGN SIANKMADS TCDWMM WITH APPLICAGAO PPOVI Un,-.IT=",ON DESISM. SO NOT LAIL I�911 DUR.FAC., 1 .33 1
.�� TpI N.M. I DESIGN MIT"PIPE RETAIDANT TWATED I.LPWP
&4-: TS 90Q:fi Tt2 THIS QWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUS5 MFR.
TOP 'CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 7.00 13.71
BOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7.00 13.71
a I
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS.
pj�ELIMINWIY DRAWING
4X4
6.00 6.00
3X5 (A I)
3X5 (A I)
3.58[:::�
12 3.58 12
F;-04'o-L"r
1-0-0 7-0-0 17-0-0 1-0-0
7-0-0 1 -7-0-0
14-0-0 OVER 2 SUPPORTS
R-719# W= 3.50* R=7190 W= 3.50"
PLT. TYP.-ALPINE SEQN-- 35129 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.5000
ENGINEERED MXPUCTS. INC. MIUSSES REQUIRE EXTREME CAM
.0�)s Sic T:TPI REF
X*IMPORTANT**ASLHPALLNENDT SE RESPONSIBLE FOR AWWARNING IN HANDLING, ERECTION AND 4-x I &, DESIGN CRI
DEVIATION FFAN THESE SPECIFICATIONS ON ANY DEVIATION FROM BRACINS.99 'On-76'.QIRACINB NOOD TRUSSES; ........
E og/i4Tg o
TC LL 30.0 PSF DAT
THIS DESIGN ON ANY FAILURE 70 BUILD THE TRASS IN CONFORlWACE CONNEXTARY AND FECONNEND4710W�TPI). SEE 4,0"0%
HOLMES %
KITH THE 'QUALITY STANDARD 05706' 91 TPI. ALP116 CONNECTORS THIS GMBH FOR ADDITIONAL SPECIAL PEWA-
TC DL 7.0 PSF DRWG
AM MANUFACTURED FROM 20 GAUGE G&VANIZED STEEL UNLIM NEW BRACING REQUIME)VA49. UNLESS OTHERWISE 34969 * - I
LATEAALLV 9R&cLw BC UL 10.0 PSF ' -ENG
"HEIN01 SHOW. MEETING REQUIREMENTS OF ARM A445 GRADE A. SMOL TOP C"10 SmALL BE
ATE I
LUMBER APPLY =ORS TO BOTH FACES AT EACH JOINT MV LOCATE A ATTACHED PLY10300 SHEATHING —0-0
N'M =.=Y
SHOW. WARDWS KWTHS AM 4* NMIW%L LOLAMS OTIMMISE 5 017H RIGID CULINS ON MRACI dL -N ira OT.LD. 47 .0 PSF O/A LEN. 14
mum STANDARDS COWWW KITH APPLICABLE PFOYtSIONS OF AS SPECIFIED ON DESIAN. 00 NOT UK WS
LAM.FAC. 1 .33 PITCH 6.67
a=me-T" VC71, DESIGN KITH FINE AFTAIDA011 THLATED LUMX cl.". I . 2
WOS-NATIONAL DESIGN PfCIF19A�DNFOR SPACING .4.0 JTI�i
\io- : TS '900:9 it'7-/ THIS QWG. PREPARED FROM COMPUTER IUPUT (LgADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SO. PINE 02 KD 15% TC X-LOC L-R: 0.29 3.77 7.03 10.50 13.97 17.23 20.71
SOT CHORD 2X4 SO. PINE #2 KD 15%
WEBS 2X4 SO� PINE #3 19% BC X-LOC L-R: 0.29 7. 15 10-50 13.85 20.71
NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS 01 HIP DESIGNED'TO SUPPORT 7' 0" JACKS W17H NO WEBS.
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS.
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
pRELIM114ARY DRAWING
4xa
IX3 4X8
IX3 IX3
4X5 (A2) 4X5 (A2)
6.0 6.00
RE-
3X4 3XB 5X5
1-0-0 7-0-0_1_?-O-O _L7-0-0 t-0-0
21-0-0 OVER 2 SUPPORTS
R-2069f W- 3.50" R-2070f W- 3.50'
PLT. TYP.-ALPINE SEQN-- 35115 FURNISH A COPY OF THIS DESIGN TO ERECTI CO;NoTpA*w* REV 15.4.7 SCALE 0.3750
EXWM CAW L%\�$S SJk(%:
.. N ......... DESIGN CRIT:TPI :REF
**IMPORTANT**.".AINLE,E,,wl,,w,",.O.,,,w,,aL,=Fm,,lw#M-WARNING wim"HwANDILEbwamileXTION AM
DEVIATION FRO THESE SPECIFICATIONS OR ANN DEVIATION FROM BPACIM.Sa *on-75*.WACIM WOO Tou"m
TC LL 30.0 PSF DAT
Itus ON 00, E 09/147go
HOLMES OT OR"a FAIUM'10 WILD TW MM IN COWOR"n ComenAff AM P"Me"noml—TPI)- = -c . I
Kim THE *aAALITY STANDARD OSTIG*8V TPI. ALPINE CONNECTON TNIG OMGN ran AcoinamL SPECIAL PERNA- 1 NL 34969 I* i TC DL 7 .0 PsF DRwG
ARE Mar
ow IAL "L RAM BC DL 10-0 PSF -ENG
"lls REOLUM&M. W&EGG ODOWIEL
4M 2* SAUK GALVANUED sTM U"M NE"T W
AMf" Fp
OTHERWISE SHOWN. 11EETINS REA410"n OF ASIN A446 GRACE A. SH TOP Dam 0 L K"To y gR&M
LUMBER APPLY COWIECTONG TO NOTH!AM AT EAM JOINT AND LOWE
schal.KARINS ww"d ARE 4 NO"u" WIT14 PFOPOLY *TTACHEDPLVMQODb"&AT#"010& FOT.LD. 47.0 PSF O/A LEN. 21-0-0
am CHORD WITH RIGID CULING an OW.106
SIANDARDS COWWA WITH APPLL*l'C`=8LEO='."E= BAOTTwacwtao am Dam. DO NOT Lu "as
-lYO5 me-VI MY). ON WITH FINE RETARDANT TWA=LUOMWWR FAC. 1733 PITCH 6-0/12
DESIGN
---- -- SETBACK TVCN=
JOU: TS 9OO:S VJ 7-2- THIS DWG. PREPARED FROM COMPUTER INPUT (LOAPS & DIMENSION§) 5UBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 4.77 9.03 11.97 16.23 20.71
BOT CHORD 2X4 SO. PINE #2 KD 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 43. 15 11.85 20.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
'A
.NN114G
4XB 4X4
r
IX3 IX3
2 .5X4 (Al) 2 .5X4 (Al)
6.0 6.00
2 .5X4 5X6
1-0-0 9-0-0_1_,�-O-o 1-0-0
21-0-0 OVER 2 SUPPORTS
R=1048# W- 3.50' R-1048# W- 3.50'
PLT. TYP.-ALPINE SEON-- 35116 FURNISH A COPY OF THIS DESIGN TO ERECTI CONT s REV 15.4.7 SCALE 0.3750
Twm REQUIRE EXTREME CARE DESIGN CRIT:TPI REF
**IMP OR T ANT)H(smhpkLINLENEDtwi]KKFEKESDPOMFFUMLLucfmoa tn'W A RN ING IN HANDLING, VEMOM AM
DEVIATION FROM THESE SPEC11FICATIONS, OR ANY DEVIATION FROM SRACINS.SEE *Slff-75%WACINB WOOD TRUSSES:
1 1 TC LL 30.0 PSF DATE 09114190
THIS DESIGN OR ANY FAILURE'10 BUUD TK TRUSS IN CONFOR00ACE COMMENTARY AND FECONNENDATIONS—TPI). SEE
HOLMES WITH THE .OUQLITY STANDARD aSTN' BY TPI. ALPINE CONNEMORS THIS DESIGN FOR ADDITIONAL W-ECIAL PERNA- f tio.34869 1 TC OL 7.0 PSF DAWG
AM W"ACTURED FROM 20 SAM SALV04ZED STEEL UN1.156 NEWT MACINS REQUIR80M. UwEss aTwwjSE s
DT#CRWI SHONOL MEETING REQUIREMENTS OF ASTM "46 SPADE A. S"K TOP OF BE LAI Y @AA4XD 0-0 PSF -ENS
CHOW 6AUL KRALL ac DL
21-0-
APKV =TOR6 TO BOTH FACES AT EACH JOINT rQT.LD. 47.0 PSF LEN.
LUMBER L:tT�IA 1117", PRIPMERLY ATTA04M PLYWOOD SHE.ATNlW
I SO. Kit
SHOWN- MEANING WIDTHS AM A*NOMINAL L&LESS TM= ON CHORD WITH RISID,CKILINS an ow— Z
-1 . 33 IPITCH 6.0/12
OKSISM STANDARD& CONFORK UM AFfILICAl" PROVISIONS OF AS SPECIFIED ON DESIGN. SO MDT
.mM..D.TV1 tpm Q..000 " FAC.
\),M: TS 990:u ji T THIS QWG. PREPARP FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 5.52 10.50 15.48 20.71
BOT CHORD 2X4 SO. PINE #2 KO 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 JO.50 20.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
-AWING
.y Dp
4X4
iX3 IX3
2 .5X4 (Al)
6.00
2 .5X4 (A I)
M
5X6
1-0-0 10-6-0 IjO-6-0 1-0-0
21-0-0 OVER 2 SUPPORTS
R-104B# W= 3.50" R-10480 W- 3.50'
PLT. TYP.-ALPINE SEQN-- 35117 FURNISH A COPY OF THIS DESIGN TO ERECTI CON�ts'ls"A,41 REV 15.4.7 SCALE 0.3750
PFlODUM INC. Feel=EXTREME CARE
**IMPORTANT*AI"Nhl"wwEn*wKwErAmmvomsxax Ra ANTWARNINGI'N HANOLSW ERECTION AM
.0 DESIGN CRIT:TPI REF
DEVIATION FFM THM SPECIFICATIONS OR AM DEVIATION FfaA VACIM.9EE 'WT-75'.0"Im WOOD m4m TC LL 30.0 PSF DATE 09/147—go
i4u
U45 DESIS.OR ANY FAILLK 10 WILD THE TOM IN CWWAAMM CONNENTARY AM W=Ham7IO,*-TPI). SEE I
TC DL 7.0 PSF DRWG
HOLMES WITH THE QLM"TV STANDARD 81IN'GY TPI. ALPINE CONNECTORA THIS 013141N POP! ADDITIONAL INMECIAL Pow- 34869
AM NANWAMFM FFK% 20 SAM GALVANIZED STEEL UNLE= NENT DWINS FlEOUMMENT8. LOWLEW OTIMMI&L E
TOP CHORD GNALL K LATIUMLLY 8W= Ln BC DL 10.0 PSF -ENG
DTlNEftIK SNOOK MEETING REQUIRKNEXIS OF AWN A446 BMW A. **^
LUMBER APPLY CONINLCTOM TO MOTH FAC99 47 EACH JOINI AND LOC:�DNN ITH PPOPIULV ATIACHIS PLYWOOD OWCAATHI-
$0000 KARIND N101"I AM 4*NOMINAL UNLM OTHKNWI:. I A :TT*4 CHORD*9110 R3410 C91LDS ON IPV Lolb A, '%)T.LID. 47.0 PSF O/A LEN. 21 0
to" 41F AS O'ECIPIED ON Mgt I I �a I &
KWGN PAWDWM CONFORM WITH AMICANU PWVI ON. so NMI I 1.ds &M.FAC. 1 .33 PITCH 6-0 12
"m AND ATP2 ulol -1 culaw WITH rim"FIANDANT TICAT":rK
—� . mAg �?—qwrTFTI.rl—���qT.rr SPACTNG 24.0" TVPF
M: IS vQQ-3 JV —rA— 1HIS QWG, PREEAEK0 FROM CQWUTER IMPUI (LOADS ry DINENSIONS) SM14ITTED BY TRUSS NER.
'TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 5.52 10.50 15-48 18.04
SOT CHORD 2X4 SO. PINE 02 KD 15%
WEBS 2X4 S 0. PINE #3 19% BC X-LOC L-R: 0.29 10.50- 18.04
ALL PLATES ARE CENTEFIED ON JOINT UNLESS OTHERWISE INDICATED. -
SEE DRWGS. 130 a 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
DRAWING
04
6.00
IX3 2 . 5X4
2. 5WAI) 1 .5X4
6.00
T.
3X6
2 -5X4
t—O-0 10-6-0-12-10-0
�1-0 18-4-0 OVER 2 SUPPORTS
R-922f W- 3.50' R-83441 W- 3.50-
PLT. TYP.-ALPINE SEON-- 35iiB FURNISH A COPY OF THIS DESIGN 70 ERECTI C REV 15.4.7 SCALE 0.3750
TOMM REQUIPIE DIIIIIIIE WE $S
x I M P 0 R I A N T x m"mau'la NEo IKIN E wwwwwaffinst.wit mrom nAcw'W A RN I N 6 a w,SIT.I em mxv I IN, jv J OESIGN CRIT:TPI REF
to
KYJAIJON rfM IHM SPIECIFIC411411,111 ON AM DEVIATION 1`11014 041NO.Sff laNT-79'.W"DS it Do XUR
TOM Il:K TC LL 30 .0 PSF DATE Og/14790
HOLMES has"slat an Aw FAKUK 10 butto It* 161ASS lot cowaftum com"Aft Me NCOW*WAI . ag 7 .0 PSF ORWG
WIT.SHE 'NALOSY SIANDMID 08$U'81 VI. ALPS14 C11044MVINIS THIS MSI@W FOR A111121141104.SKCIAL now%' 34869 TC OL
AM KUMACI&INED 1`01004 20 SAUK GALWANIZED STEEL IOU= WM DMIWO NEWINEX14111. 1,1111.0111 0111MITS ) )
flibliftfilif 940W DGETINS F&OL01111114ENTS OF ASTIG 4446 GRMS a 111110W. TOP CIOM WALL K LAIUW&V§AACI&I 8C DL 10.0 PSF -ENG
LUMBER Afftv CO"CIOU 10 will FACTS AT Oaf Joliet Am LWATI A PSOMILV ATIA0119 PLY01110 NEATI 1-0 ......
Dow 291%11"iosomis An 41 MMIN"PLIN 01#cftlu SHOWN :11H.CIOW WIT11 81141411111 CKILINII 90 L� IOT.LD. 47 .0 PSFJO/ L N. 18-4-0
USIGN SIAMD"M COWWA WITH APOILICAKI MWIBIGW AS OftCSFIO ON =Slow. 00 lot an I 'R.FAC. 1 . 33 ITCH 6-0/12
*Ww we-I?I &CII. agate#Nil"Flow ralArADmijon TMATUWD I a
-1 1 ISPACING
6—VI -VFW RAN INSTITUT11. wS* 9 w1mr-Mm . ;.. I ,. I P4
7�lri i
TLIIS QWG. PRgeAREQ EROM-COMPUTER IHPUT (LOADS 9 DIKUSIONS) SIMMITTED BY 1RUIS to,
,TOP CHOF43 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 4.77 9.03 13.85 18.14 23.30 26.56
p
To SO. PINE #2 KD 15% 30-04
00 CHORD 2X4
WEBS 2X4 SO.- PJNE #3 19% SC X-LOC L-R,. 0.29 96.15 13.98 17.98 23.19 30.04
INO(0)T.WANE KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN SEE DRAWING A115 FIOR FILLER DETAIL.
THE PLPE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
ALL PLATES ARE CENTE9ED ON JOINT UNLESS 07HERWISE INDICATED. Bd NAILS @ 6* D.C. BRACING MATERIAL 70 BE SUPPLIED BY
SEE DRWGS. 130 & 160/J60A-F FOR TYP. PLATE LOCATION DETAILS. ERECTION CONTRACTOR.
SHIM ALL SUPPORTS TO SOLID BEARING.
-------WNTINUOUS LDAOS----- EFIIHAXItEf LOAUS-k
I L-PLF R-PLF END LOC MAO
Tg 174.0 74.0 1 -
1 71:0, '91:00 ir
ac 0.0 10.0 29 Oc 1 23.33 760
a A:
2 28:1 J0.3
0 33
,AwMG
5X6 2 .5X4 i .5X4 5XB
n 1 .5X4
6.00
1 .5X4
2 .5X4 (A (A 2 .5X4 (AJ)
6.0 E7:
Lj
4X4 n
15X 10 12
5X12
t-0-0 9-0-0_114-4-0 I� 12-2-5
p -1-!-0-0
13-11-15 1-�-O-o 1-12-4-1
30-4-0 OVER 3 SUPPORTS
R-919f W- 3.50" R-2268f W- 3.50' R-1042f Wa 3.50"
PLT. TYP.-ALPINE SEON-- 35141 FURNISH A COPY OF THIS DESIGN TO ERECTI CONTRACTOR REV 15.4.7 SCALE - 0.2500
m"L Wall 119 mspm KMWW DESIGN CRIT:TPI REF
. .t IRACINI-sw *WT-75'.WINCIND wm 9�S
I WORT ANT WARN ING " XVISM
KVIATION OW MR SPECIFICATIONS OR ANT I TC LL 30.0 PSF DATE 09114190
HOLMES ms no'"a--Fmwc lo wit*VIC Tom I"cowwwAm cow"Afty Ale Mcasomylow"PI)- 11a
VIVO#114 *11MILITY 111MOM WIN' 9V'MI. &FINK COWROW4 '1046 MON FN AWITIMML 104CIAL Pow- TC DL 7 .0 PSF DRWG
Am "VA"wa rm" to 11am SALVANItm 11112L OKI" ww W"Imm NwIramms. wwm olmmin *111 vC OL 10.0 PSF -ENG
1111AIM POOL OU1114 FSQ01MMATS V U114 A448 01PIAM A. SCM, 10P CHM OV"IS"Vw"V 9"m
LUMBER i WK11 =left is WIN pan&I IAM JOINI AJ6 LMAn U tallf MOWLY MACHO PL"00%*ATM#& 01
Imm. schowil"19"s on 41 mumt ot"s cumilt"m GOT""Cww WIT" "M CRILM an 7.0 PSF O/A LEN. 30-4-0
,=,p
.t 41 IV.. OT.LD. 4
AS IFUNIM 1" 33
as"" stmem" cowaft Nil% AVVLIUMA mom amok. WWI
mm me SVM r0l. Dam WIT""m MIAMANT 711"m 0.
t, . tin RITP AMnVV
ft::IArT
Joao 75 goo-19 1i THIS DWG. PREEAND FROM COta7ER INPUT ILOADS & QIMENSIpm) §UANITTED BY TRUSS MFR.
TOP C"ORD 2X4 SO. PINE #1 OKO 15%. EXCEPT AS SHOWN- , TC X-LOC L-R: 0.29 4.48 6.85 10.03 15.25 20.50 25.75
SOT CHORD 2X6 SO. PINE #1 DKO 15%, EXCEPT AS SHOWN 30.97 33.56 36.71
WEBS 2X4 SO.- PINE 03 19% BC X-LOC L-R: 0.29 6.67 10. 15 20.50 30.85 36.71
: TI-2X4 SO. PINE #2 KO 15% : : 01-2X6 SO. PINE #2 KD 15% SEE DRAWING A115 FOR FILLER DETAIL.
NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS.
ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN
ALL PLATES ARE CENTERED .ON JOINT UNLESS 07HERWISE INDICATED. PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY
SEE DAWGS. 130 J60/16OA-F FOR TYP. PLATE LOCATION DETAILS. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN W) AND
SHOULD NOT OCCUR IN PANELS NEXT TO A PAWL POINT SPLICE.
("n
FRE-LItA1�4AV DRAWING
5X5 2. 5X4 1 . 5X4 5X5 5X5 3XB (A 1)
1 . 5X4 6XB oil I .5X4
1z m, 00
6.0 6.00
3X6 W)
4XIO 3X8 6X6 4X8
axa
3X6 (A3)
1-0-0 10-0-0-121-0-0 _L�_O_o 1-101-0
�.6 6-8-7-1 -30-3-9
ffs 37-0-0 OVER 2 SUPPORTS
R-1687# W- 3.50" A-22720 W- 3.50'
PLT. TYP.-ALPINE SEON-- 35145 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875
I MM IMMME WINX CAM MON.
**IMPORTANT* F7 w"m "wcm 1* S JL L DESIGN CRIT:TPI REF
smu NOT ME NVONSIOLE I'm �INING DI "ONXIM1. emwtom me ......
0"3ATION FICH rAM NUIFICAT30m 0 ANY KVIATION *WT-76'.SWIM WO MAM `%W; 4190
,4 .5 TC LL 30.0 PSF DATE 09/1
HOLMES "as oil,"am ANY FAILWO TO wma Its Tom IN aw&wma COMOM&me su A!�% 0 -,#
%till"a 161"11V OMDAM MTN'NY M. "UK CONLOON lid$0131104 FM A03TIONA.VWX NWA- .5 TC DL 7 .0 PsF DnwG
ME P~Aclum Fow " sum skyAmIzo #rem v#"" #on me"s ocautowens. WWENN OTWJWIU _1
OTHEMISt SWIft NUTIN6 RECUMMENTS OF AST* A449 SOMX A. SHOft W CHM SWLL OR tAMk".V smAcm dC OL 10.0 PSF -ENS
LUMBER MftT COOMMM TO 901"F"SS AT IM�o AUNT AND LWATE AS WIN ffawLY ArTAmw PLYOW 2 MIATIGHL
$"�. =mum WIDTHS AM 4*MUM&W&US @Twmtw 301". Mary"ch"wil" plars WIL304 To owlso -0-0
WSIOW SIANDUM CCWWN WITH 0KICAftt 004NISINS W AS WUVIW ON OMAN. GO NOT UN 1111% TOT.LO. A7.0 PSFIO/A LEN. 37
4�he sm wan. OnNo WITH r99 11"MMIT"LATO Low". IDJR.FAC. 1 .33
jQq-- TS 9�0-iq Tz THIS QWG, PEEPARED FROM COMPUIER INPUT (LOAO§ & -DIMENSIONS) §.VQMITTEp By TRUSS MFEL—
TOP CHORD 2X4 SO. PINE #I DKD 15%. EXCEPT AS SHOWN , TC X-LOC L-R: 0.29 5.31 8.65 12.03 17.67 23.33 28.97
BOT CHORD 2X6 SO. PINE #1 OKO 15%. EXCEPT AS SHOWN 32.73 36.71
WEBS 2X4 SO. PINE #3 19%. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 6.60 12. 15 23.33 2B.85 36.71
: Ti-2X4 SO. PINE 02 KO 15% : : 81-2X4 SO. PINE #1 DKD 15% SEE DRAWING A115 FOR-FILLER DETAIL.
: Wj-2X4 SO. PINE 02 KD 15% :
ALL PLATES ARE CENTE�ED ON JOINT UNLESS 07HERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
SEE ORWGS. 130 G 160 160A-F FOR 7YP. PLATE LOCATION DETAILS.
,AWIRG,
IMINARY
5X5 2 .5X4 1 . 5X4 5XIO
1 .5X4
fit
4XIO 7 ,7, A 3X6 (Al)
> 61
Tj
1 . 5X4
3X6 (A3)12 lei ro.00
r ...
3X8 AX6 3X10 2. 5X4
'4 7A
vo
AU
3X6 (A3)
1- -0
od 12-0-0_117-0-0 1-0-LO
6 0-7 30-3-9
--- 37-0-0 OVER 2 SUPPORTS
R-t800f WOO 3.50" A-18009 WOO 3.50'
PL7. TYP.-ALPINE SEON-- 35147 FURNISH A COPY OF THIS DESIGN To EREC71 CONTRACTOR REV 15.4.7 SCALE - O.iB75
volmum "mum INC. man amm Mum con Ignino,
xx IMPORTANT**0m*fPLLE10T K 11"PONSISLI FOR AWWARNING Do WAXIMB. MECTION AM A�lc DESIGN CRIT:TPI REF
g..0
DEVIATION FWN ISM SPECIFICATIONS OR ANT DEVIATION fift MCINSAM *W7-)$*.WRACDA WW TXJSSM
TC LL 30.0 PSF DATE Og/14190
"as SESISM ON ANT FAUAW 10 WILD THE MMS 3N COWWWWa CWNEOnART AND NECWOIDWTIONS�TPI). IM Z�� -* —
HOLMES 'IDALITT SIANUM QSIW*DY M. ALVD4 CDNPU`T0AI THIS MUM RR AWITI&%L SPECIAL PEMU- . J-�k% f'% .
WITH THE fiqj; J�%%! , X TC DL 7 .0 PSF DRWG
AM WMACUMID PON " SAM &ALVANIZO SIRL VRAM NEWT DFACION WLESS&MMIN 0
wkAm - .0 PSF -ENG
OTMWM SHWAK OUTDO NEQUINEWNTS OF ASTK '448 GRACE A. 01MM. UP Cww OWL K LAWALLV ft F',' DL 10
LUMBER APPLY Ca"CIONS Is NOIN FACES AT SAM JODIT AND LOCATE WITH T ATTACHED FLY N&AInnw
we". KNOWS WIDINS AN 4' 11013 DOLUS lnmwlw NOW WrTia TH Alsto cmims an wumm '-)T.LD. 47.0 PSF O/A LEN. 37�O�O
14L 0 WI -
DESIGN $lung= CQwFwm WITH APPLICAVLA .1 Islas AS tPlID 00 oum. go Not UK THIS JR.FAC. 1 .33
400 AM SM rM. VESISH VIT"011M fKtAMDAW MAM Lmm".
Timm PLATE DISTITtm. 91-ACING 24.0" TYPE
J�8- is gog-19 Te THI§ DWQ. PREPhAED tROM gOMPUTER INEUT ILOAl2S G DIMEN§ION§) 5USMITTED BY IRU§S IdER,
2X4 SO. PINE #1 OKD J5%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 4.4B 6.85 10.50 14.03 20.50 26-97
BOT CHORD 2X6 SO. PINE iFf DKD 15%. EXCEPT AS SHOWN 31 .73 36.71
WEBS 2X4 SO. PINE #3 19%. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 6m4O 15.00 26.85 36.71
; 71-2X4 SO. PINE #2 KO 15% : : BI-2X4 SO. PINE #I DKO J5% SEE DRAWING A115 FC�R FILLER DETAIL.
: WJ-2X4 SO. PINE #2 KD 15% :
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
SEE ORWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. (A) lX4 *70 BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
Bd NAILS 0 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
PRELIMINARY DRAWING
5X5 2. 5X4 5X5
1 .5X4 4XI2 1 . 5X4
i . 5X4 TJ 4X4 (A2)
5.0 (A 6.00
3X6 (A3) 3XB 4X6 3XB
A 74
3X6 (A3) SX12
1-0- -4 14-0-0_1_j3-0-0 -00-0-0 I-cr-O
do -0 6-8-7 1-30-3-9 37-0-0 OVER 2 SUPPORTS - 4
R-18000 W= 3.50* R-1800f W- 3.50'
PLT. 7YP.-ALPINE SEON-- 35148 FURNISH A COPY OF THIS DESIGN 70 ERECTION CONTRACTOR REV 15.4.7 SCALE - 0. 1875
mpim Emwe" "mcm Dc. ToAm KWUN mmm cut sr"
XXIMPORTANTN*sau w?a OW"GIILE MR N"WARNING is# wmximt UnTlof AM YL L DESIGN CRIT:TPI - REF
KVIAtlow"ON THIEN SMIFICOLT100 OR ANY DMATIOW "WN 9WINS.SM '10-76%IWACIM V=TRumm
Egift 00 MIT FAILM 70&nLO IM MM m cwvmwu coommy me mcmeftilm-tpl)- as TC LL 30.0 PSF DATE 697 14795
jnYa Joe
HOLMES 10118E *OL%LJW l"MDAW GUN' SYM. APIKC"MOM TM500164 FM AWtTl*WtSMlALPV"A- % TC DL 7 .0 PSF DRWG
AM %WMACROW f0W ft 64M S&VOUM IrOk MUM WD"W"IM MM004WM. V"=
K=7WFOIN
GDOWIN WOOL M1110 RMOPSHUTS MY AXTH A44A MM A. SMft TOP CHM NVA.L Y oftmm 6C DL 10.0 PSF -ENG
LUMBER AMY COMMCIGM TO OWN FAMAT EAW J01iff#J0 LMN M WTO MWMT N"fam PLL maAnals, LEN. 37-0
%am. WAMOO vlow bft*1%mll"U&M al"min sma" volmm cmm VIU ft"M MU.110 W 1PACIMS 110T.LD. 47 .0 PsFjo/A -0
4�,4M
M�
WSlW STAMMM COWOW WITH AMLICAUS rkwasion AS S-WIFtM ON GMW W On UX UQ%
IDUR.FAC. 1 .33 1
"m as owl r". bUnN WITH FM MAMOn"MIM LLN�.
9 - ...jlpr,� l9l)Ar-v&tp 11A
JOB: TS.900-19 T6 THIS QWG. PREPAREQ FROM COMPUTER INPUT (LOADS G Dlt&NgION5) SUBMITTED BY TRUSS Wfl.
TOP CHORD 2X4 SO. PINE #I DKD 15%. EXCEPT AS SHOWN . TC X-LOC L-R: 0.29 4.48 6.85 10.00 13.00 16.03 20.50
SOT CHORD RX5 50, PINE #1 DKO 15X. EXCEPT AS SHOWN 24.97 30.73 36.71
WEBS 2X4 SO., PINE #3 19%. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 6.40 13.00 20.50 28.48 36.71
: Tj-2X4 SO. PINE #2 KD 15% : : 81-2X4 SO. PINE #2 KD 15% SEE DRAWING A115 FOR FILLER DETAIL.
: WJ-2X4 SO. PINE #2 KD 15% : PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DAWGS. 130 6 t6O/l6OA-F FOR TYP. PLATE LOCATION DETAILS.
�IG
5X5 1 . 5X4 5X5
1 . 5X4
1 .5X4 4XI2 T1
1 . 5X4 4X4 (A2)
6.00
6.00
3X6 (A3)
4XB 3XB 3X6 2 . 5X4
1 74
3X6 (A3) 8X12
1-0-0 16-0-0-1-9-0-0 _1_12-0-0 i-,o-b
6-8-7730-3-9
37-0-0 OVER 2 SUPPORTS
A-1800f W- 3.50' R-1800# W= 3.50'
PLT. TYP.-ALPINE SEQN-- 35151 FURNISH A COPY OF THIS DESIGN 70 ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875
op......f"o,
711USIES Www EXTmw CAN DESIGN CRIT:TPI REF
x*IMPORTANT**AsLmrLl#L`E lNutn'WARNING IN NANDLINL E=lIQH AM
KVI&THN froo THESE SPECIFICATIONS OR ANY DEVIATION "M WACINS.SEE *W-76'.INNACIND WOD TRAISES: -p*-4 T C L L 30.0 PSF DATE Og/14/90
a . N AN
HOLMES THIS DESIGN an UK F ILUME To BUILD"a IN CONFORNAM CONMRAN 00 rlComwENDA'I3oNs-vTPI). SEE - .0c
.oLmL R
WITH THE ITT SIAMMAD MISS 9V TPI. ALPINE CON14MTON "US DESIGN FOR ADDITIONAL SMIAL Pum- 7 .0 PSF DRWG
APE N~ACTU11ED FWH 20 SAUK GALVANIZED STEEL MEN HEAR 00"ING REQUIVENENTS. UILESS OTHEINISE
,O�4. �
OTHENNIK SHOWN, WEII14 MQUIREMENTS OF &SIN A446 GRACE A. SHOWN. UP CHORD SHALL BE LATIDNALLY MUSD 1j. OL 10.0 PSF -ENG
TC DL
LUMBER APPLY commelow TO Soft#MES AT EACH JOINT ANDI:c"U & WITH WAMLI ATIACIED PLV SHEATHINS,
I .KAWNS NEVINS;ARE 4*MUTUAL LWUS OTHERN WITCH CHIPS 14TH NOW CEILIMS IN BRACING -1 V f.LD. 47 .0 PSFIO/A LEN. 37-0-0
cuts" STAND"Nos CDWWM WITH APPLICABLE MWISIUM OF AS SAWIFTED ON 01SESN. 110 NOT UK THIS I
nLsi.FAC. 1 .33
T" kl'7TNG 24 0*
own AM am 0". 1 L
TWA$PLATE INVITUTE, _om a m v I ITVPF
W-NATISK ffLISH MSIETS!
\3b a: T S 900-19 Tio THIS OWG, P89PARED F80 COtCUTER ItIPUT (LOADS G DIMENSIONS) SUBMITTED BX TRUSS MFR,
TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 6.36 12.47 18.03 22.97 29.73 36.71
SOT CHORD 2X4 SO. PINE #2 KD 15%
WEBS 2X4 SO.- PINE #3 19% BC X-LOC L-R: 0.29 6.59 12,59 22.85 29.73 36.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) JX4 'T" BRACE. SA14E GRADE AS WEB MEMBER. ATTACH WITH
SEE DRWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 8d NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
ALL TOP CHORD SPLICES OCCURRING BETWEEN
PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY
114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12*) AND
SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE.
pR�LIMJNAPLY DRAWING
5X6 5X5
W
L
3X6 3X5 2 .5X4
1 . 5X4 ADI
6.0 4X4 (,,,
(A) 6.00
6.00
(A)
4X4 (A2)
3X8 5X6
A
5 X6 6X6
t-0-0 18-0-0-1-P-0-0 _I 14-0-0 1-0-0
8-7-71-4-0-0 724-4-9
37-0-0 OVER 2 SUPPORTS
R-1800# W- 3.50' R=1800# W= 3.50"
PLT. TYP.-ALPINE SEON-- 35152 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE OAB75
Ime E I 7muSK9 oemm EXTRENE CARE 1(so"Ifto, DESIGN CRIT:TPI REF
**IMPORTANTX* LL 1 f" !NING IN WAXIM& "mile" AM
I km
JA VON"M IIIESE SPECIFNATI:s IA110" IWS.SEE -WT-M-.114140615 MW 110=11t TC LL 30.0 PSF DATE 09114190
o"
Imis MISK 00 MV FAILM TO WIL0 TK TOM IN MWOVAUCE COWMAW SEE
HOLMES WITH TW 'MALIVV STANDARD 0510' I1V TPI. &PINE CONNEVOM 711111 MIGH "R AWITIONK.SMIAL Pvm&- 5 TC OL 7 .0 PSF "DRWG
Am W"ACTtIIED FUNK 20 SAUK G&VAPUZED STEEL U141LESS NENT NPACDA REQUINIENEW". UNLESS 0TWmIX
DIM
=25f SHWAL 69EVIM FIESUIREVE]VTS OF ASIN A445 GUN A. SHONK TW CHM SWLL K LATERftLV Sam= dC DL 10 .0 PSF -ENG
LUMBER CONIECTOPS TO 6111"FACES AT EACH JDtNI AND LOCATE AS WITH PROPEWT ATTA04ED PLVWW SKATIKINS
Sam. KAJUM WlWHS ARE 4'WHINIAL UOLESS OTHRINISE I ' . 00TTIN CHOW WITH Oil=CKILINIS OR IFUZININ TOY.LO. 47 .0 PSFrO/A LEN. 37-0-0
GESISIN SIANDUM CONFOW VIM APPLICASLE POWMONS OF AS IFECIFtSil ON MUM. 00 OOT UN TktS LUR.F AC. 1 .33
W=am owl "". untem msim rut m7mD#jn IMAMS UNDER.
MANI PLATE MTITVTE. MS-Kill nmACING —24.0" -- [TYPE
rBOTCT" Tjjl� DWO. PREEARED FROM COMPUTER ISPUT (LOADS & DIMENSIONS) SUBMITTLD BY TRUSS MFR.
TOP CHORD 2X4 SO. PINE #1 OKO 15%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.58 12.77 20.03 20.97 28.73 36.71
H 0 RD 2X4 SO, PINE #2 KO 15%
0
W W SS
EBS 2X4 SO., PINE #3 19% 6C X-LOC L-R: 0.29 0.59 12.59 20.29 28.73 36.71
: 71-2X4 SO. PINE #2 KD 15% SEE DRAWING A115 FOR FILLER DETAIL.
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (A) JX4 *T" BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH
SEE DRWGS. 130 6 i60/16OA-F FOR TYP, PLATE LOCATION DETAILS. Bd NAILS R 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
ALL TOP CHORD SPLICES OCCURRING BETWEEN
PANEL POINTS ARE 70 BE-LOCATED AT APPROXIMATELY
1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND
SHOULD N07 OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE.
D"WiRG
5X5
5X6
3X6
3X5 1 . 5X4
5x4
1 . 5X4
3x5 1
6.00
6.00
A)
4X4 CA2) 2 .5X4 5 A X6 f
6
5X6 6XIO
t-O-O 20-0-0_jAtSl6GO-O 1-0-0
B-7-7'14-0-0 '124-4-9
37-0-0 OVER 2 SUPPORTS
R-1800f W- 3.50" R-18000 W- 3.50'
PLT. TYP.-ALPINE SEON-- 35154 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.1875
0 EXTREXE CAM eeOr
S DESIGN CRIT:TPI REF
**IMPORTANT** INc.'WARNING mlN"N"ANO`L*Mw ERECTION AND r
DEVIATION fl%Xl THESE SPECIFICATIONS ON AM DEVIATION FRO14 DRACINI.SEE *WT-76'.21RACIND WOOD TRADES: 16
06� X�*'%CAr*%- TC LL 30.0 PSF DATE Og/14/90
HOLMES was DESIGN do Aw fAxw To w" THE mm in cowmwn umm"Am "RE nom—PI)- SEE �N4 *-:,,,' e*-.A
MTN THE 6OWLJTV SIANDARD OSTSDw 9V tn. ALFINE CONNEL. VMS DESIGN FOR AGOTTIONAL SISCIAL POM- I or TC DL 7 .0 PSF DRWG
me "AMA'Acum FROM to GMAE 44VAMZM STEEL iftEll NEW DRACINS REOULINMRS. WLM OTHEINIIE
&VIOW SHOWN. HEFTING OF AGIN A440 DRAW A. TOP CHORD OVAL K LATEMLLY BRACED nf� DL 10 .0 PSF -ENG
LUMBER APPLT =ORS TO MOTH FAC99 AT EACH JOINT AND LOCATE A4 WIT" PFWmV ATTACHED PLYWOOD SHEATHING. —0
. . KARINS WOOING me If*NOMNAL UCESS OTHERWISE= TGN CHM WITH RISID CIELINS ON 10VICIND 13T LO 47.0 PsF o/A LEN. 37-0
DESIGN STANDARDS CONFORN WITH APPLICAKI PADVISIO WAST SPECIFIED am DESIGN. GO HOT UK VMS JR.FAC. 1 .33
m"me sin rm. DESIGN still"rm Afflomm"TnATM Upwa.
V-— AM tb�tTUM GM.KATtOWAt mrstam weefFICATION no WOOD cm"WIT91-1 ISPACING 24.0- ITYPE
-a5.62 31 IA
is. 3
ro F77 q AB 3r
().29 5
3ro. 10,59 iz �.JN-- BfkpC
IC ag ��vR O%js � oew-s
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Ia Vill"
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13 1 f-a IQ
SO. #2 9% f �kj A- i�)Jpq
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ZY.4 Itil 04-
SO.
C."AO ZY.4 jo IV
vi cet4lo eq 00 foB
so ircOA-
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A
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G
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10
. VIC
31- f,., x 0 PSE
-104 e,\ . I C V- o/
6--7-7 Is Des -
top
FA,
F A.0
cm
351V lop
to —ws
Sf *1 00 Jos wozo -,I
wo pop WA,!�,�
..a V& - — "w--'.Tn
L-91 0. 0
IC J-0c 29 Oel NIL ego,5gNcjjAG
jar L 11,5 fbg j%A%jq%J') lad 14Nlt-S'FvVDS
oEllE I A I& r- n NJ BOV
N, N
C, 0
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r #3 1 SIP SOP?%-
#2 yl_ j5% 'NJEO- j)kA Qug'L
#2 t4t) e a
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y 5ki
ZyA so- pit4 #3 0% 1ANIf e
-VVD ?YA 50- pltkF- ot4jess NAE A,
top c so. , Ot, joltilvip. pl-
CVAOIRD 2)�4 Vkv-o � f OVk
�E'bs cf-WE 6W
les xvk 6 60/1 P"1146-
JPLN 130 sot-11)
6190S. SAO
stpPovil
00-
5)(A
.150 A
kAA
3
3'0
3.58 1-12 3.50 0.jo!5
iz
I j15.4.7 jA
9 A.. 91 psf 10 E
sulp 3() .0 - 1AG
rco SX I Sf 0
C P
-EtAs
0 C 0 .0 PSE
30- zloo# 0 N
ocilat .6
j-O-O -7-0-0 f sc OL P
COM ;X�SIL
N
# 3.!50*
0. IX
A3 315jab 'ii�op ';�lx to apill!"0zlis ?A,
ut�s woo, .1 too
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ALD --- -
CITY OF
4&a&- BWCA &7&W-4&
Off ice of Building Official
REQUEST FOR INSPECTION
Date Permit No. ;2
Tlme� A.M.
Received P.W District No
/ 2 )- � 1-1,k1xS (9-C P/Z-
JobAddress Locality
Owner's
Contractor C F A)7-
CONCRETE <��ELECTRICAL HA�NICA
aewwmg�) _tMEC
Footing
Framing iring Air. n .
Re Roofing 0 Slab 0 Temp Pole C, Top Out Heating
CO() o r Lintel El Fire Place
1�11-5 READY FOR INSPECTION Pre Fab I A.M.
Mon. Tues. Wed. Thurs, Friday-RM,
AW,
Inspection Mane P.M.
Inspect inspection 0
Certificate of Occupancy
Date
THIi DWQ. POLP6RED FRgH COMPUTER INPUT (LOADS G DIMEtISIONS) §UBMITTED BY TRUSS MFR.
RD 2X4 SO. PINE Ot DKO 15%. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.58 12.77 20.03 20.97 28.73 36.71
Top C"Ol
BOT CHORD 2X4 SO, PINE #2 KD 15%
W WE,
EBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 P.59 12.59 20.29 28.73 36.71
: 71-2X4 SO. PINE #2 KD 15% : SEE DRAWING A115 FDR FILLER DETAIL.
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. WIX4 "T* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
SEE DRWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Bd NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY
ALL TOP CHORD SPLICES OCCURRING BETWEEN ERECTION CONTRACTOR.
PANEL POINTS ARE TO BE -LOCATED AT APPROXIMATELY
114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND
SHOULD N07 OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE.
Pk"111;-�IbiARY DRAWIRG.
5X5
5X6
3X6
3X5 1 . 5X4
1 . 5X4
6.00 X5 1)
,�36.03
0
6.00
A)
4X4 W)
X
2 .5X4 5X6
ri- D
5X6 12 6x10
t-O-0 20-0_O_1_!tq6&O-O 1-0-0
8-7-TIA-0-0 '124-4-9
37-0-0 OVER 2 SUPPORTS
R-1800# W- 3.50" R-18009 W- 3.50'
PLT. 7YP.-ALPINE SEON-- 35154 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0. 1875
**IMPORTANT**A*LmrUwN1E"wKuwfv*mWO "A,�WARNING =wmx'm Af o'=TtOw'#w DESIGN CRIT:TPI REF
- Crop 30.0 FTSF DATE
KVIATICUFFMIMM SPECIFICATIONS ORANTI IATION INWIN9.611 WT-W.NIACINO WOOD IMAM TC LL Og/14/go
DO$=1401 OR AM FAIUK TO SUITS THE TRUSO IN COMFOPKINN WOORANT A14D Fteme"TI 6.
HOLMES as-PTPI). WE 1,
WITO THE 'MALSTV SIANDAM WIN*NT VI. &FINE CONKMAS THIS CESION FOR AWITURML MCIAL NWA- TC DL 7 .0 PSF DRWG
AM MMOACUM FMN NO SUM G&VANIZED UM tMEN MENT MACINS REOUMMKII. umum IFINMINE I—%
DT#ItrAnU INVAL NEETINS PEAR)THEMENTS OF ASIN A448 SPAM A. 11NML TOP 06M 94ALL BE LA �w nf; DL 10 .0 PSF -ENG
TERALLT NACED at
LUMBER 0ftT COWIECTOM 'TO WIN F ACIS AT IAW JOINT AM LOUIE A3 WITH PPOPERLT A"MOM PLYWOO INEATHINK,
It P 7 D 47 .0 PSF A LEN. 37
SHOW. KARING WONS AM 4'NONSHAL LOL955 OTNEVIVIN SHOW OOFTGN 0100 WITH NOW CELL" .41,
OF* on o"ps 4ft
Alit"M MW WITH AMLICANA ffWnION5 AS WWCII'IW ON 0MON. SO lot USE THIS JR.FAC.
Gana a cm 1 . 33
Wl O'cl . AUS LWAft.
"m an a OnIQM WIN POE 19TAPOWn THE
ffdFkJAr1rMf2 !2A n" I
\JOB , TS 2004 40-0 --r/-2- THIS QWG. PREP' IMPUTER lUPUT (LO80S & DIMENSIONS) SUBMITTED BY TRUS2 MFR,_
TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 6.65 12.77 16.63 20.50 25.82 31. 14
BOT CHORD 2X4 SO. PINE #2 KD 15% 36.71
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 J3.59 12.59 20.50 28.48 35.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRAWING A115 rOR FILLER DETAIL.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. iA) JX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
5X5 RPELIMINARY DRAWIN13
3XB 2 .5X4
5X5
1 . 5X4 6.00
6.00
4X4 (A2)
(A)
4X4 (A2)
4X8 5X6
5X6 12 6XIO
1-0-0 20-6-0j_16-6-0 1-0-10
8-7-7-1-4-0-0 -124-4-9 P-4
37-0-0 OVER 2 SUPPORTS
R-1600f W= 3.50* R-18009 W- 3.50'
PLT. TYP.-ALPINE SEQN-- 35127 FURNISH A COPY OF THIS DESIGN TO ERECTION CO,�
����j REV 15.4.7 SCALE - 0.1875
SN" NOT K IIESPONSI"�m It' WILISSES NEQUENE Exnvx com 4_1114,3...�A I
**IMPORTANT** '"FOR WARNING - %&,- DESIGN CRIT:TPI REF
IN "ANWING, COXTION AM A�i --*h%Fjc?,--(,,%
DEVIATION FAN THESE SPECIFICATIONS OR ANY DEVIATION FROM K"INS.SEE 'WT-75'.110"lls J i O'� 30.0 PSF DATE
tj TC LL 09114190
WOOD TRUSSES: 1 ..
DOS MUGU 0 MY FAXUK'10 K=Itl IN=IN CONFOINIANCE COMMENIAM AID WONNENDA171016-47pl)� SEE 34869
HOLMES wilm,Tic SUALITT SIANDAW ap", my M. "INE colow"Ora THIS ame" FIR ADDITION".WMIAL Pow- TC DL 7 .0 PsF DRWG
Am 14"FACUM FROM 20 SAUK SALVAPUZED, STEEL LINLIM NENT X"INS IlEGameall. UNLESS OTHEIN1139 TE
OTHERWISE 000. OUTINS WOUIRENENTS OF ASTH %40 NIADS A. Soft% TOP CHORD SMALL K LAWWwLLV NOKOAM, BC DL 10 .0 PSF -ENr,
LUMBER aftv COWC701111 TO ODIN FACES AT EACH JOINT NO L= 1111OPEMW ATTACNIO PLYNOOD INSATW 6, -.OT,LD. 47.0 PSF,O/A LEN. 37-0-0
0140. KARINS WIDTH$AM 4' NOMINAL OLISS OIMMII :T�.CHM WIN ftlolp ctuva ama w—low ,
ANDARDS CONFORM WITH APPLICABLE PROVISIONS F AS SPECIFIED ON OnIlIft. DO NOT wo I." OUR.FAC. 1 .33
I"
1:1. S!M wcn. DESIGN WlIn FIME F01AFIDANT TREATED L;~A
____—— I ' 'I ISPACING 240"
,30
0.
t3. '0.50
3ro
0-29 3.85 10
-JOG
29
��ev,
\-4k NjI5 eoAj 10jov lad OIDS
laFil I �jll" k2�e!D Q
OB .1N.0A �11�e� 00vk
,A
See -if a imq
-3 V0 sq�C:Voiplpl� 'pgC110
W&V I Be 9 e
#? Yq jVD el B's f-0 �_ 10 .1
#2 YQD 'IF-TV, W?
tAlk iaj-
so. #3 ig
MO. 5 E
%A Icso-
Px-
-ayA
CIAO ;ID WE f 01A
ile lroolk- ae
S&I'D
\j
ro
3y"b
5.A iA
11.11PI
o - �
C�sx L tA- psf
%j� 3
I e
Ory Sl qcj
sl 10
so Al
-0-- ?A 0
-3.50* 5 1��*Vosloa. fop lilt C
0 , $ PC
AM# a wlw
too" lVal. to'
- - -60 CA I"'-
1 14: T s 9'0041 1*-7-1-< Tdrs QWG. PREPARED FROM gOMPUTER INPUT (LOADS & DIMENSIQN§) SUBMITTED BY TRUS5 MFR.
TOP tHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 7.00 13.71
SOT CHORD 2X4 SO. PINE #2 KD 15%
WEBS 2X4 SO. .PINE #3 19% BC X-LOC L-R: 0.29 7.00 13.71
ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED.
SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS.
4X4
6.00 6.00
3X5 (A I) 3X5 (A 1)
--13.58 3.5
12 12
11-0-0 7-0-0_17-0-0 1-0-0
7-0-0-1-7-0-0 - L,14
14-0-0 OVER 2 SUPPORTS
R-7190 W= 3.50* R-719# W- 3.50*
PLT. TYP.-ALPINE SEON-- 35129 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.5000
TMASES 00111M EXTAM CAK 0 DESIGN CRIT:TPI REF
**IMPORTANT** 1AIWARNING
lw K#j&Lua VNECTION me s it I
09VIATION FIM DUE MCSFICATINS 011 AIN KVIATIOW MW 2"110ME 'mn-W.0AAClw Wow yftuum*
'Zo xht lcw,..
1-0,on'"OR—11"Aw To wuo fw mm ',-cw""Awa c"wAA,"ftcNammysm-o")- a TC LL 30.0 PSF DATE 09/14/90
HOLMES 111TH Tic lowLsTir wAavAw"T",of"I. &plea emmmoft I"&$ou"M ran AMITKWL VKCIAL PaWA- 6 TC DL 7 .0 PSF DF1WG
AM *A14FACTURED FrAN 20 SAM SALVANIM STUL UIU= HW 0"IN&FSWUMCWt. Uwim 07"M10
oTfshaw SHOW 0GET114 IKOU16OMTS OF AM 440 DRAW A. SIM TOP CWG SKA14 WE LAM"Y NWX. ec OL 10.0 PSF -ENr.
LUMBER AITKV COWIECTOW f0 MOTH FACES AT I&CN JOINT AW.LOCATE A T" PFAPFJLV ATTACHED PLYMM NIE&TH116, TOT.LD. 47.0 PSF O/A LEN. 14-0-0
OftV. SEAMS 1=04 ARE 4'MWINAL UNLESS CU&ft .. :twK Chm 1111H alow CKIL114 am"sw�ww*OL
0024M STAADAAW CQWWN taT#f AffLlCAaX MWIS1096 AS SIMCIFUM go GMS". 00 WT USE 11b
MISIGH WITH FlK RETAICANT TREAM 6" FAC. J - 33 PITCH 6.0/121
NM AND*TPI UTTI LLWWR to- i3
FM bmw - 7 oh ISPACING 24.0Wj* TYPE
CITY OF
800 SEMINOLE ROM
NITANTIC IWACH, 32233-5445
TELEPHONE(404) 247-5800
FAX(904)247-5805
NOTICE
To: Water Department
City of Atlantic Beach
Date:
�_/----------
Please be advised that the final building inspection has
been completed on each of -the following addresses aTld
construction water is no longer required:
Permit Number Address
-----------------
--------------- --------------------------------------------
---------------- ---------------------------------------------
----------- ---------------------------------------------
--------------- ------------- -------------------------------
--------------------------------------------------
Sinl7rely,
Don C. Ford
Building Official
DCF/pah
cc: City hanager
A'i 1.
FRE-SEHVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
�A3 WEST DUVAL STREET
3ACKSOMVILLE, FLORIDA 32202
CHE foLLOWING FINAL 1NSPECTlON(S ) HAVE BEEN MADE AND ARE
----- -------------
- -- -- - - - - -- -- -- -- -------------------------
- ----------------------- ---- ----
-----------------------------------------
PULLDINU iNSPECTION DIVISION
ME
TRANSMITTAL DOCUMENT FOR Jl-'�A
,�p e-"
DATE: . -)
The following permits have pEissed "rough" inspection:
Permit No. Address
Enclosed ' arR our (blue) copies of the permits. Please UL)CIZILE�
your records accordingly.
T�
,h�n) u/,
B U 1 L D.I/N G"' C L"E R K
CITY OF ATLANTIC BEACH
/vcb
CITY OF
4&444-c B"-&9"-
Off Ice of Building Official
REQUEST FOR INSPECTION
Date Permit No.
QA
Time DIV fat No,
Receive J
Locality
owner's
Name Contractor
0 Footing 0 Rough Wiring MECHANICAL
I
BUILDING CONCRETE ELECTRIC
Framing ugn X� Air.Cond.& 0
Re Roofing 0 Slab 0 Temp Pole 0 Top Out 0 Heating
Lintel 0 Fire Place E)
READY FOR INSPECTION Pre Fab A.M.
Mon. Tues. Wed. Thurs. Friday-P.M.
as
A.M,
Inspection Made
Inspecto Final Inspection 0
Certificate of Occupancy
Date
'6469-
:DEPARTMENT OF 801tDING
AC
CITY OF ATLANTIC BE H ,
PERM,I T INFORMAT16N :LOCATION INFORMATION
r ,Pe,rtft'1t N umtb e i 646,91 Addres$.` :12,78 LINKSIDE DRIVE
A
T�pe MECHANICAL A I C�,REACH,, FLORIDA 3223,%
t
#T
41ts oi Mork Ntw ,
ATL
-----------
-k(;AL DESCRIPTION'
L
'T
tr . � ype t WOOD #R E�
Lot
bek Section,
na"
8-ING
p
pi'o
p It PAM I n
RNG
codo- , 0 Subdivision." SELVA L INKS T,D9
Dwe ling$, '
Ei timat,e4 Va tue
Improv, 4Cost $0�.00
Tot� A $47 .00
Amou $47 .00
wnr rm"WAAL t1Z4kT: )kND RIN T N INER, IM37MM71
T ION - APPLICATION FEES
Es
$471,00
Add
DE DRIVE t FEE '
T
f4 FLOR ou""",
0V FEE
apu
p On ' 3 574 WATER M9TER $10 no
$0. 00
NT 0 APORMA
RADON 'IIA$, 5% $0.00
4'ATZR
' 514 ROAD,
uNgEAM,
SEWER TAP $0.00
HYDRAU I C SHARE
c
ILLE, t L,�'32 7 L
0
, Type PECT FEE
-WT
bA
OTHER
-NOTICE—:ALL CONCRETE FOR04AND FOOTINGS MUST RE I PECO
NS , T 0
,ED 09F RE POURING
PERK41T VOID SIX MONTHS AFTER DATE Of ISSUE!
UILDING.MATERIAL,RUBBISH ANID OE ':BE:PL
RRIS f ROM THIS WORK MUST NOT ACED,IN'PUBLIC SPACE,AND MUSTSE
'44
)RE, TO, COMP WITHTHE MECH4N10V'L#t';N
LY,
LAW CAN RESULT IN
OPEOITY OWNE' 'Ok
PAYING,TWICE FOWBUIL WEIM 0,
TIME: "03.34
TOTAL
_ACC0
RDING TO A
PPROV91) PLANS WHICH ARE 'PART OF THIS PERIMI*A40SIV RE�OCAA$
&OR-
L LAW
OFAPP [CABLE PR N
j$JON, 0
REMIRT M20M 081238 ,
._.A,LAN1TIC`,SEAC,HsU1L10 G E T ENT
IN p 'PAR
&
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH. FL.RI.A 32233
APPLICATION FOR MECHANICAL- PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items ;n sections 1, 11, 111, and IV.
Stte&tAdd,,,,: 1228 LINK�IDE DRIVE
LOCATION
OF , Interjecting streets: setwiser, SEMINOLE ROAD And ATLANTIC BLVD.
BUILDING sub.4;vis;*.—. SELVA LINKS_IQE,,__L_QTj#__9 ____..______
11. IDENTIFICATION — To be completed by all applicants
In consideration of porrnit given for doing the wort as described in the obcve statement we hereby agree to p0c'n iia .0-1 " a::_11&_:e
.-th the ottockfid plant and specifications which are a part hereof and in accordance w;tA #-�e c1fir of Jacits0mv,l's o,d;ma,ces a-�- s-a-ze-zs
of good practice listed therein.
Name of Mothanicei Contractors
Coostatier (Print) MANDARTM 9PATTMG AND AT Mosier CACA12623
Name of
Prsrprortry Ownis? 3
of Owner Signature of
!�ZX.Oisod Agent -P-NTF -U=z Architect or Engineer
I ( X
GENIERAL INFORMATION
A. Type-04 lisatirig W: IS OTHER CONSTRUCTION BEING DOME ON
60cmc THIS BUILDING OR SITE 7 YES- -
C3 C3 V C3 Nallmral 0 Control Utility OF YES, GIVE NUMBER Or CONSTRUCTION
02 PERMIT 6252
Otkw — SP*c;fY
IV. m$CK**4r.*j SOUIPMWT TO W INSTAUAD NATURE OF WORK
IPWvW@ 4*W*4#*list of comp"W"Is on beck of this fen"I t4 Residential or Commercial
Most (3 Sosice C1 Recessed 'vi central a Fk,, '14 Now Building
A;rC*0dA;01%ift9: (3 Room )( central 0 Existing BUIlding
M,iatias-T)IJIrT RQZJ3jDjWcInaNe 0 Replacement of existing system
maxioNsm capacity 1 cinn Now installation(No iystem previously installed)
Extension or scid-cin to existing system
0 ItaiNgerefion El Other — Specify
C] Cool;" sewer: Capacity
13 Are *Anklers: NvmWt of heads
E) Els"tw 0 Me" 0 THIS SPACE FOR OFFICS USE ONLY
0 G"Cline pumps JR6641W)
113 " (number) Remarks
0 LPG (numbeir)
13 Uo&od PrOw" Permit Approved Do
(3 If "IN
D O*w — Specify Pon"it Fee
LIST ALL EQUIPMENT
Ant CONVITIONINIG AND REFRIGERATION EQUIPMENT
1)"Cfipuon Model Number Manufacturer (3�.;)y
TWRO30 TRANE 2 iF UL 10. 0
NEAnNG FURNACES. BOILERS, FIREPLACES Capacity Appmvft
Number Units voiscriptiou Model Number (WM) Aawscy
AHU TWV030 TRANE 3U, vuu_5KW TIT, 7- 45
TANKS
am Many xow�hw cvwty TV" Liquid Name of Serial A ving
am DbouNdons contained Manufachum No. Pl;ncy
ld5 .
q6
CITY OF ATLANTIC BEACH, FLORIDA
APProved by APPLICATION FOR ELECTRICAL_Pl_lR MIT
TO THE CHIEF ELECTRICAL INSPECTOR-. DATE-..,-3
IMPORTANT NOTICE:
IN CON91DERATION OF PERMIT GIVEN FOR nOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
Mao 'j
ELECTRICAL FIRM: MASTE" ELECIRIC1814 SIONAl!)RE IOU
NAME, RF0_80X
BLDG.SIZE BETWEEN:
RES.(vill- APT. COMM.11 PUBLIC,( INDUS. NEW IVY' OLD I I REW.
ADDITION( TRAILER TEMP.I SIGNS —SO.FT.
SERVICEs NEW lvf' INCREASE RE' PAIR FEE
CONDUCTOR SIZE AMPS /S';::�> COPPER ( I ALUM,fv_f_�
SWITCU OR BREAKER 'SEmp]s E a3w 1-12-3 1>40 LT I HACMAY
MPS
9XIST.SERV.SIZE AMPS PH VOLT RACEWAV
FEEDERS NO. SIZE NO. SIZE NO. SIZE
0
LIGHTING OUTLETS CONCEALE IOPEN I TOTAL
OPEN
1 RECEPTACLES I CONCEALEDL I ITOTAL
0-30 AMPO.
SWITCHES
INCANDESCENT
FLUORESCENT&M.Vo
FIX1113 a too Ampe. I OVER
APPLIANCKS BELLTRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING lCOMP.MOTOR OTHER MOTORS AMPS ICEIL HEATI XW-HEAT I
04 OVER
H.P. VOLTAGE pHs No. VOLTAGE] PHS
MOTORS
_�PISCELEXREOIJS
TRANSFORMERS! UNDER 000 V. OVER 600 V.
UN
FD9R GOO
No
NO. KVA NO. lKVA
NO,NEON TRAN`SF* No. VA4 MA MOTOR size SWITCH FLASHER
NO.
I FLASHER
EACH SIGN
F BW ni) D
EORWARDED
TOTALFEES
FLA. 1967 LAWS
F5 7 I.S.13
Address U 6
Heated Square Footage C70 per sq ft = $
Garage/Shed @ $ er sq ft = $
Carport/Porch -Per sq ft = $ et,7
Deack 6 s __per sq ft =
Patio 06 per sq ft = $ 2 96
TOTAL VALUATION: $-- (65, 930
e66�7 '$ 0 ,
, 9
Total Valuation ls t $-6-0,cx--,o
Remainder Valuation $V. Per i and or
portion thereof
-------------------------------------------- Total Building Fee $—
ADDITIONAL PERMITS and/or FEES REQLJIRED
$
+ -, Filing Fee 0:2
Mechanical Fireplaces @ 15.00 $
Plurrbing BUILDING, PERMIT FEE $ c,
Electric/New
Electric/Terrp
Septic Tank BUILDING PERMIT
Well WATER METER CHARM
&.dmming Pool SEWER IMPACT FEE $-- 1112 S-0
Sign WATER IMPACT FEE $ -0120, 00
Water Connection MISCELLANEOUS $
Sewer Cormection 92400A) ITO qk $ 3 2-
'dater Meter '75
Elevation Certificate 0-0
GRAND TOTAL DUE ;2Z .0-7
----------------------------------------------------------------------------------------------
CALCULATIONS and/or NOTES
Artnur vay
Sworn to and subscribed)�e fore me this..................................
.............6........dayof......4::::se .....................
t
.................................
a ry Pub1ic
Q S-TA-TE
ot(I Y
ublric My cornT1
6 0 Nu
IN atirr of Tom n' -trnrrMrnt
The undersigned hereby Informs all concerned that Improvements will be made to certain real
property, and in accordance with section 713.13 of the Florida Statutes, the following information
is stated in this NOTICE OF COM;MdENCEM'N .
Description of property- ...... 2,mz� .......................
Ad r
.............................. ---- ------- ...... ........
-A.9.90:4p%...tR...plat thereof recorded in plat book, phges
........................... ...............
of the current public records of Duval County Fla.
.............I............................ .................................................................................... ............................ ........
General description of improvements................C9 amily Residence
....p
...q�ruction of Single Fz
. ............................. ......... .....................I..........
....ga.rAg.e,....q-a...cq.nq.re t.e....s.1a.b.1..........................................................................................--.—............
....................... ..............
RETURN TO: KARLA STRAIT, 6620 SOUTHPOINT DRIVE #400 JX.FL. 32216
.......................................................................................................................................................... .........................................................
Owner........CENTEX...IMAL...ZSTATZ....QQ".!Q8ATI.ON..............................I......... ...................
.....�620 SOUTHPOINT DRIVE #400 JX. FL. 32216
...................................................................................................................
Owner's interest in site of the improvement............. SIMLE................
..................
Fee Simple Title holder (if other than owner)
Nam*...................................... ..............................................................................................................................
Address............................ ..............................................................................................................
Contractor........SAME-AS, OWNER ...........I..................
..............
Address........................................................................................................................................
Surety (if any)............................................................................................I.......I........................... ................................
Address--..........................................................................-........ of bond $..............�t. .......—
Name of person within ihe"Stale of Florida designated by owner upon whom notices or viher documents may
69 served:
Name........RICHARD SXHWALBE I ROGERS TOWERS BAILEY. JONES & GAY
........................... ............................-......................................................... ......................................—
AddresV-PPO Gulf Life Drive, Jax. Fl. 32205
...........................................................-...............................................................................................I................................
In addition to himself, owner designates the following person to receive a copy of the Lienoes Notice
as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option).
Name......................................
.............................................................. ..............
Address........... .......................................................................................... .........................
THIS SPACr roft�pfr
Arthurti.
Sworn to and subscrlbed,�efore ms,.Ihls..................................
.............6........dayof..... ..... .........................
............................................................
ary Public
KARL-4
STATE
y
ot(�
!PDubfic my
6 0 N 1)
ENTEX REAL ESTATE CORPORATION No.040749
INVOICE NO. I INVOICE DATE CODE JOB IDENTIFICATION GROSS DISCOUNT NET
17DIL, )l./04/'?3 -'..20 1<,.t �-,J- i N1 n09
T M 009 00
31 4/1"13 1 i-l! 009 '?,50 ��lo
9","1 1/0-4/9 3 TH 009 00
qj" iN 009
9sl- T M 0c'?
2726 :
2726,-07
I,**
PAYEE: f*: + 0-f A+ la n t i c l3ra r ri VENDOR NO.: DATE: 01.106197-
�
. -
S|J: 3 .57
[ LOR] DA ENE�GY EFFl��E&C / CCDE
FOR 8L|ILDlNC ��C��STRL�TION
�ec �iun 9 Comp� iance �ro�ra � Residen�ial Poi :t 3/s� em Method
Versioc ! - 0 J�n"ary, 1992
Dzpari�ert Of �o��unity Affair�
Prirt x/� g�nera� ed by EP [92 and s` bortted in 1iou ��f Farm 9�O-A -' !
7| ! �S (�O|1n> \ANCE F3RM \� �ALlD IF S/D'M�lTLD AFTER ��A>�(�ARY � , 1992
�nUJJ] �/��E : � PER��TTINO OFFI�E,
(
| CLIMATE ZUNE: 1 2 [`�/
LWiW:
- - - -- - - - ---------- ----- --- - - - ' -- -` ---- -- - - -- ` ---- --
CC�7UNE!�l : DIMENS � O>�� VALUE: RATING: VALU. / OF! IClAL CiiE�K� l� �
STSU�SJRL | Y�[:
WI��DOWS
Al l Ve'�ica� G] ass TnLaI Area
A� l Sxylig:t Sl ass Total Arsu
WALLS
Ext Woo� �� ame Area: 9�5, 00 R-Val : lni . 0o
A� j Wood Frame Area: 1v7. 00 R-Val ; 1t . 00 _______ _ __ _
DJ�R�
Ext lnsulated
Adj Wood
CEILIQGS
Urder Attic Ar�a: 1493. S0 �-Va]
yIrCHE0 Lndvr Attic Area�
F� 2�RS
AM |
neat Pw'p
H�T WATE8
INFILTRA MIA
AS BUIL [ POlM [S / 8A�E �U� N �S � 1O0 = 8�I
28, �20. 65 28 , /58 . 03 99. 52
Mot Tho PA �P� wd 1 v von 10 of the P� vn� nrj Own! 0 v
noverRA Wil 7njoo - ns ! vulotiok ; qwvQn �
yq
I n 1 i f ho FA vz 1 c 0 P
sk �0=1200
KA 0 W i n�VQC17V �ri '
Ono 07C a a' ow vo�P n 1 t h S- v
f Lai K
jVY ywn�Qn&A, qj�jh pq Mgt ap Lmawduo � v at ; i
PERU 1 GIATAW
WS I. of Lparabln W�n .
4 A viax rl �n 0, D. 5 �F" p&n �q. V at dm� v-pa. 1 mlndo�
1 A�a q j a 0 � j 1-r 0 , -Q t 2 d a 0 ,
VA. i Vs >e cfnv ked v&kTtud , or wz�w'
Kv
�A 10 A- 1 0.0, 1 y 4"X Con I nj
7pysm, z! �l POOL 4 =mv P 1�p A P�nv pp;
-i ;
: ;�,Wov v in �7 �m 1 1 t i 0 U 1 a I � Nm 7 v Stow
invy cl�;-n7 YNDIrM opst nhall �p 1 - Al W
101-NAR 57AM
W7 !
qwDy 1 :Dcal mc:Kan; nn! nyss , cunt 3 1 n nr7npAi f i �00� pqy��-.c
1�Av bo 1 ap 101 'T
7uadn �y P�vmqjbhv manuEl an suWmEtb
thuv &snv �t imc an -4 V� V� om .
s �To 1 1 in:
~
� * TP�jTlOq RED('CT / JN F�PA{ /l.�[ L�OMpLIA�C� � �HB�KLl6T **
=== ==================================== `=== =`===========
7-21 PONENTS YEQUIRE(1�NTS
�RAClIC[ y2 �omp} y ,,ith P`-octice #1 tlowing .
�zterior W^i } our ate sea] ed. l :fz1tratic,n bar'ier
�nsta1le�. So1e pla�e/fioor jcinL cau] ked or se�lej.
i� trrior Wa� ls � !`�rctration� , \oinLs and �rac�s on interjor
caulked , seale.! , a,d gasketed.
5.''� � �ur�' Dvctwcr`� � n xncondjt� .�neb sp� ce must he �eale�'
Fi. e� iaces Enuippe,� wit� v1de comhuscion aj , , duorA , pp
/}a�pers'
E �taus� Fan� Equjp7ud :ith Qampers. Cambuct ' o ; see
(f ) .
Must an AK p1iances ProvihW with oul r .
����
4, 2
t Oil
41 . 20 voy Y�
1 POW. v 1 A
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FLA)ODPLAXU DICYCLOPHICHT XMFORMATXOK
Type of Developments
Flood Zones-------
Required Lowest Floor Elevations-
Xf building Is located within a flood hazard zone# a survey! aunt
be mad* AFM THE WAS HAS BEEN POURED* certifying that the
LOWEST FLOOR ELEVATZON to equal to or above the base flood
elevation established for that zone.
No final Inanmation will be made and no cert$9.1cats, of oc upency
vill be Issued until the WWvmy to on -SA:je with the Building
Department*
COMMENTS%
Applicant Acknowl, aments X understand that the Issuance of
this permit As coatingant upon the - above Information being
correct and that the plans end su Ung date have be* or Shell
be provided as required. 2 agree to comply with ell applicable
provisiona, of Ordinance XO* 25-7-11 and all other laws or
ordinances affecting the proposed developmente
-60__
Date_ Applicent0s Signature_ 7
Department Use
Required Lovest Floor Elevation ---—-----------
As Built Lowest Floor Elevation —----------
Survey Filed with Building Department -----------
-----------a------ --
tment Representative
ium;g---Do--par
page 3
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CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: -------
PLUMBING CONTRACTOR:,,�-1-2//jay�3- ------------
14
LICENSE NUMBERS: -!Qy-g-zf-t4--------------------------------------
OWNER: - ------W--- ------------------------------------
BUILDING CONTRACTOR:_ 71 7--------------------------------
TYPE OF BUILDING:
--- I/ -------- ---------------------
SINKS ----------SHOWERS
LAVATORY ----/----WATER HEATERS
....17)----BATH TUBS ----DISHWASHERS
URINALS --- /-----DISPOSALS
--CLOSETS ----L....WASHING MACHINE
FLOOR DRAINS ----------OTHER
TOTAL FIXTURE COUNT 1�
---------------------------------------------- -----------------------------
INSTALLATION OF PLUMBING AND FIXTURES ,MUST BE ,IN ACCORDANCE WITH THE MOST
RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE...:..
f
fLl
'p I-AO
Of
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APpROVZ D
CITY OF ATLANTIC 8EAC!j
PLAWIMG zmme
, OFF,CE
D E C 1992
FELTS OVER 1/2* PLY vvuuu
SHEATHING ON PRE-ENGINEERED CARBOARD
PRE-FABRICATED ROOF TRUSSES INSULATION
@ 24" O.C. 12 11-49 BAFFLE
5 — HURRICANE CLIP
@ EACH TRUSS
ALUM EAVE
DRIP
R-19
INSULATION
1/20 GYP P.T
BOARD x2
P.T. 2x6 WD
DOUBLE 2x4 FASCIA
TOP PLATE
3/8* PLYWOOD
SOFFIT
SCREENED
1/20 GYPSUM BOARD VENT
2x2
2X4 WOOD STUDS @
co I x WOOD FREIZE
11660-C.-INDUSTRY
STANDARD 92 5/80 VAPOR BARRER
TYVEK
FLOOR PLAN 8- V&9TICAL
DINIENSION SIDING
R-11 INSULATION (OR HORZ LP LAP SIDING
OVER OSB SHEATHING
WOOD BASE
1/26ox 80 LONG ANCHOR
BOLTS @ 6'-0' O.C.
4* CONC SLAB W/ P.T 2x4 SOLE PLATE
6x6 10/10 W.W.M. OVER SET IN CON'T BEAD
WATERPROOF MEMBRANE OF SEALANT
CARPET
FNSHED FLOOR
.�r7 ;o
COMPACT cr.
cc FILL FINISHED GRADE
5
88 CONC
BLOCK
;o
16*x8' CONC
FTG W/2 #4'S
REM BARS WALL SECTION
SCALE- 3/4' = 1'-0*
TOP OF 40 CONC SLAB W1 TOP OF
SLAB SLAB,.
ad rt. 6x6 10110 W.W.M.'
z
�o
co
IN GR 6 MIL POLY VAPOR R
BARRIER OVER
7, 2'#4 CLEAN COMPACT 3 #4
3 4
7! REW TERMITE TREATED REM
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BA S
BARS FILL BARS
ke 20*
L - u
(&�-BR I�Kl.. E DL E
CITY OF
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
TFI-EPHONE (900 24-17-5800
FAX (904)247-5805
SUNCOM 952-5800
August 18, 2000
,John Heron
1228 Linkside Drive
Atlantic Beach, FL 32233
Re: 1228 Linkside Drive
Dear Sir:
The exterior walls at 1228 Linkside Drive were designed to withstand a 100 mph
sustained wind as required by the Standard Building Code. All inspections of this property
were approved by the Building Department.
T he original house was constructed under the 1988 Standard Building Code and met
or exceeded the code when built in 1993.
The "blocking" mentioned in our discussion on August 17 1h is not required to meet the
shear capacity exerted on the wall. The wall is 34 feet long and eight feet high. Based on
this, to meet or exceed the shear capacity, the shear wall would need to be a minimum of 5'
6" long and eight feet high.
This means the nine feet of repaired wall without blocking behind the plywood
"I
replacement pleces will not affect the structural integrity of the wall.
Sincerely,
z 0,
Don C. Ford, C.B.O.
Build;nq Official
DCF/pah
cc: City Manager
CITY OF
4&4^4-c B=44-&7&u-4&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time XM.
Received P,M. District No,
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing 0 Rough Wiring 0 Rough 11 Air.Cond.& 0
Fie Roofing 0 Slab D Temp Pole D Top Out 0 Heating
Lintel 0 Fire Place 13
lIC15 ell—A X/eorl- READY FOR INSPECTION Pro Fab
,no% A.K
Mon. Tues. Thurs. Friday-P.M.
Inspection Made
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF
Office of Building Official
Z7-
REQUEST FOR INSPECTION
5-2- /'S
Time A.M,
Received
L) C
Job dress CA3caiity
Owner's
Namp Gjantractor
61
CON,CRETE E�CHANF_IC_A_L �-�
BUILDING ELECTRICAL I
ng E
UM
BL P�L , V,
CFr.am� Footing
Re Roofing Slab LE Temp Pole E� Top Out E Heating
Insulation El Lintel 0 Final E Sewer E Fire Place 0
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues. cl, Thurs. Friday—P.M.
A.M.
Inspection Made
Inspector
CITY OF
4&40&'
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.
Received District No.
e2 a
Job Address Locality
owner's
Name Contract-, T)0 6,> M V1-
BUILDING CONCRETE ELECTRICAL MECHANICAL
0 Cz��>
Framing :1 Footing L3 Rough Wiring 0 Air.Cond.& 0
Re Roofing 0 Slab 0 Temp Pole C Top Out 0 Heating
Lintel 0 Fire Piece 0
Pre Fab
READY FOR INS!P!;:
u r�N A.M.'
Mon, Tues. Wed. rs. /f 101 Friday-P.M.
A.M,
Inspecti n Made
Inspect r Final Inspection 0
Certificate of Occupancy
Date
628,9 '
DEPARTMENT'Of BUIL61NO:
CITY OF ATLANTIC:BEACH
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