HomeMy WebLinkAbout05110058 Correspondence
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Matthew D. Holbrook
STRUCTURALENG~ER
6130 Carrolllon Avenue, Indianapolis, Indiana 46220
Phone:(317) 257-6710
Field Report
DI\T2 ,lOB NO
Februa 6, 2006
i'H()JECr
Traditior.lS on the Monon qondominiums, Building 5 __
LOG1\TION
Mr. Kevin Brand
Centex Homes
8440 Allison Pointe Blvd. #200
Indianapolis, IN 46250
Carmel, IN
CONTR'\CTOR
OWNEH
WEATHEfl
Sunn
TEMP ()
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1:30 PM
PR!::S[IH ATS:H:
Matthew Holbrook
Kevin Brand
THE FOLLOWING WAS NOTED:
1. The purpose of the site visit was to observe the condition of roof decking at the peak of building
5 Unit 23
2. The fire rated sheathIng that Is Installed for the 4'-0" adJacent to unit 22 does not run fully to the
peak of the roof. To maintain the required fire rated assembly. Strips of fire rated plywood need
to be placed between the trusses to extend the coverage up to a peak as shown In the sketch
below. This repair may be used for all subsequent Instances of this problem.
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G-P l.AM~ LAMINATED VENEER LuMBER ILVLJ
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G-P Larn. LVL Is designed for use as Hoar beams, garCige door, window and door he2lders, 21nd
ridge and rlip be"ms, New surf2lce and edge coatings improve weather resistance,
,-
Multiple pieces of G-P Lam" L VL can be
assembled easily to obtain greater thicknesses$
providing additional strength [Q carry heavier
loads, Greater IOild Cilp;;;city meanS longer;
uninterrupted spans,
. Lengths available up to 60'
. /-3/4' thickness
. 9.1/4", 9.1/2: //.//4", //.7/8': 14: 16-
and 18' depths
lAMINATED VENEII;R LUMBER ADVANTAGES:
. Resists srwinking, wiICping, splitting and checking
. High bending and shear strength
High strength-to-weight ratio: more than 50% stronger th<lll solid Sawn products
Veneer technology converts about 30% more of the log inra usable product
than methods that produce solid sawn products
III Product design me,ms no defects to cut out clnd less waste on the job
. Ordimry mil assembly - installs as easily as ordinary lumber
,'l,vailable in Value Lengths of 24', 28', 32', 36', 40', 44' and 48'
Backed by a Limited lifetime Warr"nty'
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G-P I.AMD 3000 GLUlAM BEAMS
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.' 3./ /Z" to 5-1/2" thickness available -
no nailing or bolting required to
.:. .terlleve thickness
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G-P Lam" 3000 rilgh-grade beams and headers are designed
for use In Wood I Beam tloor and roof systems,
G-P LAMD 3000 BEAM AND HEADER
ADVANTAGES:
. Minimal shrink21ge, warping, splitting, checking
and cupping
One piece installation for 3-1/L" and 5-1/2" wide members
DepthS to match IjOisl systems 9-1/2", 11-7/8", 14'
and 16' depths
. Individually wr2lpped for JOb site protection
. High design values for bending and sheeIC
. No special tools required
AV21ilable in Value Lengths of 24', 28', 32', 36', 40', 44'
clnd 48'
. Backed by 21 Limited Lifetime Warranty"
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Engineered Lumber Residential Guide
GP Lam@ LVL Architectural Specifications
Pllr11-Genurul
1,O-Dc:&criptlOIl
A. Work In this sectIon Includes, but Is not IIrnlted to:
Lamin<Jted Veneer Lumbar {LVU blhullB i:lnd hal:lda(s.
B. Related work specifitlc elsewl1ere:
Rough carpentry.
1.1-Submlttal"
A. Product dlrtfl:
Submit manutijcturar's de6cripVve IltBnnlJfEllndlcating
l11ilteri~l cornpositiol'l. thicknesses, din113nsions, loadintJ arid
tobril::ation dotails.
5. Shop drawinijs:
Submit mil nufacturllr'li I1tlilr..turB indlc:ytlh~ invtallCl.t1on
deliJll'.lndudaloe'tion. .nd detail, of b..ring, blocking,
bridolng .nd cutting for work bV 011,.".
1.2-o.,ll1y usaurunce:
A. Certification:
C,r1ifytlm materials moot specijiod "quiromonts,
8. Rogulatory requiremonts:
GP Lam LVl is listgd with major building cDdes. Contact
Bluelinx for most currerlt coda compliance,
1.3-00Ilvo"l. Slu'_go uud Hondllug:
A. Delivery:
Dolivor matorials to the job ~ite in manufacturer's original
packagIng, c:ont8ln8rs and bundhHI with I1HJnufacturur's
idalr@cCJtlon Intilt.."t E1nd legible.
B. Stori;\nt:l and htlMling:
Stora and hal1dle materials to protect against contact with
damp and wet surfaces, Qxposuro to woathor, broakeQo and
damaga. Provide air circulation under covoring aI1d around
stacks of ITlatlJrj~ls.
1,4-,lmilotlons:
A. Cutting'
Exe,pt for cutting to length. GP Lam ,VL bo,ms & he,der.
lih~1l not btl cut. drilltld or notched, OXC13pt e3 notDd in men-
ufacture(s Iituraturo.
B. Moistum conditions;
GP lam lVL is for use in covered, dry conditiofl~ only.
Po.. 2,g-Produclll
2, 1-Prlllahrh:atud woad bSBm8 Bnd hsoderB:
A. Acceptable products:
1. Georgla-Pacillc Corporation. GI' Lam LVL floor
and roof bBurn~.
2. G_orgl,"Paclllc Corporation. GP Lorn LVL window
i!llld door hOelders.
B. Characteristics:
1. Construction:
17\"" thick pressuro bDndorJ. lap-Jointed wood veneers.
with graIn of veneera running purullel in thB long dIrection.
2. 8..", depth"
7Yt.SYtfl'.9Yi", 111'll, l1Y.", 14"',16", 18" and 23Vt' as
required tor loading, 4efleClion ano span.
3. eaam I,ngth:
As rettl1lred 'for :Ipan and bearing.
2,2-Aoc....rl."
A, Fe.ulI1ero,
16d common nails. approved screws or W' bolts.
8. H,ngers:
1, Contact BluElLlnx or an onginoor for 3ccoptable
connectors.
PUrl 3-Elc.c.Clou
J,g-Genural:
A. Provldfl GP Lorn LVl baBmo and headsrs wh6rB indicatad an
drawings USil10 hangers and accessories specified.
B. Install GP Lam LVL beams and he,d". in accordance with
menufl:lcturer's recommendations,
J.2-Accoulurluu:
Install accessorla!'l whBre lndlci;lted and In accordance with
Duan' and haEidtn lnllr,ufacturlijr's instructions,
NOTE:
GP englneflred lumber products may support rnold growth if oxposod to carta In cOtldltianli, including moisture. dampness, condensation,
humidity, wotar or wat conditions. Mold, mildew, fungi. algliEl, mOllS, bacterial growth. decay. rot or similar conditions are not manufacturing or
product dofects and Gearolil-Pacific <.Ind BlueUnl< assume no responsibility or liability lor such conditions, ntgardlBss: of CIlUl>>t:I.
rho user ia r!3BpOnllible I'or pruper install::ltion of GP ongineorod lumber products. The product> muti't ba installad in strict conformity with
GeargiiJ~P~cific'5 instructions and all uPlJlIcablij lJuildino coda requirements and other rogulatlon3, In addition, If not speciFicallv cDvsred by
Goorllla-Pl:lciflc's in~talliltiCln instructions or construction detail illustrations, tha productlJ must blil installed in accordance with generally
ac:captGd dasign and construction practlces. When In~ijlllno angineertld lumber products, the user should also consider the effects of local
climatn and ceo(lraphy. Georai!:l~Pf.lcjfic and BlueLinx do not warrant and ara not responsibla for any finished structlJra or system that
GP EJngjne~red lumbar products ITIfJY bc incorparated Itlto or othor building Ilomponents that may be used with the:Je pmducts.
Ol;lurg~.f'8ciflc Col'p()l'tltlon, April 2005
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Ml-I
Matthew D. Holbrook
STRUCTURAL ENGINEER
6130 Carroll 1011 AVl',IHIC, Indianapolis, Indiana 46220
1'110110:(317) 257-67 Jl)
Field Report
GATE JOB NO,
~8;~,arv 6. 2006
J;!j1ditions em the Manon Condo!11iniums, Buildino 3
LOCATION
Carmel, IN
GON'rRftCTofT- OWNER
- WEATHER - TEMP 0 l Tirr"
Sunnv 32 1:30 PM
PI~E$FNr AT SITE;
Matthew Holbrook
Kevin Brand
Mr. Kevin Brand
Cent ex Homes
8440 Allison Pointe Blvd. #200
Indianapolis, IN 46250
THE FOLLOWING WAS NOTED:
1. The purpose of the site visit was to observe the condition of rapalr 10 the truss thst have been
notched for plumbing on the first floor of building 3 Unit 11
2. The Installed rapalr Is adequate to support the loads required by the Indiana building code. The
repair Instelled Is actuelly overkill for this condition.
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Matthew D. Holbrook P.E.. S.E.
FEB-02-2006 12:16
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CARTER LEE LUMBER
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.' . AND DAMAGED OR MISSING CHORD SPLICES
31763969B2 P.01
01-Ktr'U1A1
GNG &l1;wo
TOTAL NUMBER OF MAXIMUM FORCE (Ibs) 15% LOAD DURATION
NAilS EACH SIDE X
OF BREAK." SYP OF SPF HF
INCHES
21<4 2.><6 2x4 2x6 2x' 2x6 2x4
2x4 2x6
14 21 24" 1626 2439 1497 . 2246 1272
1908 1266 1932
18 27 30" 2091 3136 1925 28B8 1B35 2453 1656
.2484
22 33 30" 2555 3832 2353 3529 1999 2998 2024 3036
26 39-' 42" '3020-- 4530 2181 4171 2362 . 3543 2392 -'35gB'-'
.30. 45 48" 3485 5227 3209. 4812 2725 4088 2760 4140
" DIVIDE.EQUALL Y FRONT AND BACK
ATTACH 2x_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS
. (CENTER ON BREAK OR SPLICE) WICONSTRUCTION QUALITY ADHESIVE AND tOd NAILS
(TWO ROWS FOR 21<4, THREE ROWS FOR 2x6) SPACED 3"oc STAGGERED AS SHOWN,(.131"dia.x 3")
THE LENGTH OF THE BR.EAK Ie) SHALL NCn EXCEED .1i', (C,PLATE LENGTH FOR SPLICE REPAIRS)
. THE MINIMUM OVERALL SCA8 LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS:
L =(2) X +C
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, lOd NAILS NEAR SIDE
'10d NAILS FAR SIDE
a
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR-IllUSTRATIONS ONLY
6"MIN
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY
PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE)
DO NOT USE REPAIR FOR JOINT SPLICES
NOTE$;..
L THIS REPAIR DETAIL IS TO BE uSED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS
IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE,
PROPERLY APPliED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPA1R AND HELD IN PLACE DURING APPLICATION OF REPAIR.
J. THE END DISTANCE, eDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPUTTING OF THE WOOD.
<I, WHEN NAILING THE SCABS, THE use OF A BACKUP WEIGHT 15 RECOMMENDED TO,AVOID LOOSENING OF THE CONNECTOR PLATeS AT THE JOINTS OR SPLICES
5. THIS REPAIR is TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY.
6 THIS REPAIR IS LlMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
A WARNmG . VerifY duign ~ters and READ NOTES ON TBlS AND .REVERSE SIDE BeFORE USE.
Design velld for I.JS9 only with Mirek connectol'$.1hls design Is basad onfy, upon parameters shoWn. ond is for an individual bulldlng component.
Applicability of design prnometer~onclproper incorporatton of component ls respoNlb\tity of bundlng designer - not truss designer. Bracing shown
is for lateral support of individual web members only.Addltionai temporary bracing to insure stability durlnQ constructIOn is the responsibility of the
erector, Additional permanent broclng of the overon structure Is the responsibility of the building designer, For gSnefOI guidance regarding
fabricatIon. Quality COI1trol, storage, dellvery, erection and brccJng. consult ANSlflPll Quality Criteria, DSa.-89 anci BeSll Bullcilng Component
Sofatv' Infarmolinn nv<"'1.lnhll:> frrvn T.,,~~ Ol,...t.. Inri;+' ,t.. <:~... n'A~~"'~ "...- .A_....'_~_ \." "~.,,..,
14515 N. Outer Forty, .-I-@
Suite #300
Chesterfield, MO 63017
"JI iT~1r to