10 VISTA AVE - BUILDING INSPECTION I'lie C'onnnonuvcalll of hi:u�aehusClls
r I: ',� llomd ul'Iluilding Regulations and Standards ( I'I'1' OF
') Nt'SUCluuetts State Building Cute. 7SO C'NIR SALEM
A. Buildiol; Permit Application Tn Construct, Repair. Renovate Or Delllillish a
One-or Tlru-fiunih Dii elthig
This Seetiun Fur Olre' sc Onl
Building Permii Number: _ Bat :lppli'
IIuilJing gllicial il'rinl N;une) Signature pale �
SECTION I: SITE INFORMATION
I.I Pro0perty ddress:.
1.2 Assessors Slap& Parcel Numbers
9 ��iS
I.In Is this an acce led street? •es no Map Nunihcr Parcel Nunihcr
1.3 Zoning Information: 1.4 Property Olmenslons:
Luring District Proposed Usc Lot Arco(sy It) Fronlage ill)
1.3 Building Setback's(R)
Front Yard Situ Yards Rear Yard
Required Providud Required Provided Required Provided
1.6 Water Supply:(M.G.I.c. 40,154) 1.7 Flood Zone Informations 1.8 Sewage Disposal System:
Public O Prisate O Zone: _ Uubide Flood Zone? Municipal❑ On site disposal s stem ❑Cheek if es❑ p Po )
SECTION2. PROPERTY OWNERSHIP'
2,1_pwnert of afcar Oil
r I S ( P911 �/ fG/LI
N;unc I Print) C Isy,btum.L.IP
ID VISMA m1(-7t//LYS�
No.and Street relephune Finail Address
SECTION Ji DESCRIPTION OF PROPOSED WORK'(check all that apply)
New Construction❑ Existing Building❑ Owner-Occupied ❑ Repoirsis► ❑ Alteration(s) Addition
Demolition ❑ Accessory Bldg. 0 Number of Units_ I Other ❑ Spccilry:
Brief Description ofProposed Work-: )64 L/3 t C 7 d , yy-its-2 e? �,o
/S�� ADbi�a�� . 92e�Lyir 0�x15'77hB, Af- rZVA,_ a ,1,40
SECTION a: ESTIMATED CONSTRUCTION COSTS
hens Eviniaied Costs:
Il.abur and ..\latrriais) 0111cial Use Only
I. Building S 4Z ! I. Building Permit Fee: S Indicate hew fee is determined:
'. Flcetrinl S Q� ❑Standard City:Tuan Application Fee
❑Total Pru it, Curti(Item 6)x imdti her
I'lumhing S s / P
�Q0 Other Fees: S
J. \ledhanie.tl ill\- W) S List: -
9 \Icdi.miad tl:vc
1Unt S fU1.11 \11 .cc3:
('haA \u Chcck .\ntwuiC l'.teh \ni uuti:o TuI:31 Project Cnv1: i - -- _. .._..
�Z pOr7 ❑P.iid in Fill ❑Oulslanding lial.ulce Due:
r •
SE( IIONS: ('ONSl'M,criON .\FHVI( FS
1.1 C'la
tructi n, Supen isur License(CSL) 0 So8/�7 s004 y
_ .--- . .
Ilccneu ,Nun,hcr Fapu;alonl7.Ile
.. _ c ----_. .'
\',uuc ul't,Sl I Ioklcr I tst 0L I'. pc t'ec
pe mirriptiun
1-- ---
m,. mid\Ircel (I 1 huesimwd l lint dillys oo to 11.000'11
- fLA9— _—.--_ R Re,lrmcd I r'- I .unit Utt cll ill
Cipifow n... \I Mason
RC Rooting Coterie
µ'S µ'ind,m -old 51J111
SF Solid Fact Ilurning Appliw,ccs
4�'TN�`d-tea I Demolion
lele
Fn,ail aJJrca+
'hook: D enu+lilion
4.2 R gl tort llumeingsruvetuemtCasttrlsctor(HIC) k3
IIIC Rel6trotion Numhur I•.apIt"Ion Wtu
I lit'Comps Nw e,or I IIC licgintrunt NJ1,10
rn y�r��- — ``55 [:mail address
Nu,wdr Y rcet
Ci 1town,State ZIP relc hunt
SECTION 63 WOR KERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L C. 152. 1 23C(6))
Workers Compe nsation with this Insurance affidavit must be completed and submitted application. Failure to pro
vide
this atfidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes .......... No ...........O
SECTION 7a:ONR A EUTHORIZATION TO BE COMPLET
W ED WHEN
OWNER'S AGENT OR CONTRACTOR A PLIES FOR BUILDING PERI111T
1/1
I, as Owner of the subject property,hereby authorize ✓ r0 OVA�49'—
to act on my behalf,in all matters relati or a orized by this building permit application.
//
N 6.ae- Data
I'rinl Uwncr's Nwne(EleclIonic S' auto
SE
7b:OWNERI OR AUTIIORIZED AGENT DECLARATION
By entering my name below, I hereby attest under the pains and penalties of perjury that all of the informatiun
conI' din this application
ication is true and accurate to the best of my knowledge and understanding.
V 10 M - 1 U✓1�� 7 ./i
5i nawro
Dow
n nw )
' ' 9I � 's ur:\u1lnlnroJ,\gent a Nano(Clut g
I nn117 of
MW
ES:
I. An owner who obtains a building permitwn swrk,or an owner who hires an unregistcrtd cummRurI not registered in the H1ant ImprovemenIC) Program),will nu have access to the arbitrationprogram ur guaruu) fund under\I.G.L. important information on the HIC Program can be Blond atttttt+ nLn, " I Information on the Cpenisor License can be found at tt tt,t ❑ 1, "•" !I'
Il hen substanlial twrk is planned, pro%idt the inturmalion below:
fatal Iluur area I sy. Il.l . _—__.._I including garage, finished basenunt anics, decks ur porch 1
ilabimblt room count .- -.
Gross lis ing area I sq. III.t .... .... _... . - \timber of hedruums
' \umlbcrof•Ilrcl+Iaces . . _. ._ _._ \umhcrol'halFhathi
\tonhcrol'halhnvmi ,
I\Ilk: tit ha.lung s)'Icu, \unlhcr al dccki porches
'. I�Fc nl coaling s)'Icm
I nda,cJ pen
t .I I'tgJl 'f,IjeU C•a+l•
I,II Prolecl Sill'-Irk: '1:001a c IIIJ1 I'e'U hHllllletl RV ..
CCI'Y OF S: �I, \ L1�5aCH[ 5EV S
BUILDING DEPAltrmENT
120 WASHLNGTON STREET, 30 FLOOR
TEL (978) 715-9595
FAx(978) 710.98.16
u_NtpF Rf F.Y DRISCOLL .
ANYOR I 'DICA\SST.PIE-US
DIRECTOR OF PUBLIC PROPERTY/BUR.DING COS12- ISSIONER
Workers' Cumpensation Insurance AlT(davit: Builders/Contracturv/ElectriclanslPlumbers
%plilleant Informatints Please Print Legibl
VaIT1C Illusinas.rUrgaroruianlndividu.dh ✓/ Chl/�L
Address: _1D A-C-k - S�
City/State/zip:_ l`/4 Phone
,
irr,e you an employer!Check the appropriate boat Type of proJect(required):
I.'�'"J"'a employer with ..�_ 4. Cl I am a general contractor and 1 6. ❑Now construction
edtPloyces(full and/or part-time).• have hired the subcontractors
2.❑ I am a sole proprietor ar partner• listed on the attached.sheet i 7, ❑ Remodeling
.hip and have no employees These subcontractors have tl. C]Demolition
working for ma in any capacity. workers'comp,insurance. 9. Building addition
[No workers'.comp. insurance 1. ❑ We are a corporation and its
required.) offIcers have tanirckcd their 10.❑Electrical repairs oradditions
J.❑ 1 am a homeowner doing all work right utt aamption per MOL 11.0 Plumbing repairs or additions
myself.(No workers'Bump. c. 112,?)1(4),and we have no 12.❑Roof repairs
insurance required.) t employees.(No workers' 12,�Other
comp.insurance required.)
•.vny apphk:an due dheaW but 41 mat Ass,fill uul the Neliva below.howine their Waken'eompensedun pinky inaumultom
'I hvnuuwn r wha,uhmit this alttdavil indicaina they in,doing all,wrt and than hint uu444e canlnamn m,ml ntAmlt a new 301davil indietine.udk
t',mtrxu,n that ehack this but mutt)atachud in.tddilluwl.hsr.huwine the nwne of the,ubaunjmlaea and ihalr werken'comp,pulley infamalioe.
I con an enrployrr that it proyf frog workers'cumpensotlon hisuranee for my emplaygats. @dew is the polfry and Jah slit
inforniarinn.
I mma-aucc Company .Name:
Policy 9 or Self-itu. Lie.H: /l/c94)L/ RE3 Enpirution Date:-
Iub Site Address: /•n'e— Ctlyislute/zip:
. ltacb a catpy of the workers' compensation pulley daclarapen page(showing the Polley number and dipirallon data).
F'ailuru to xcurc cuvemga as required under-Section 21A of.%fGL e. 152 can load to the imposition of criminal penalties ota
tiro up to 11,500.00 and/or one-year imprisonment,as well as civil penalties in the farm of STOP WORK ORDER and a line
ai up to M0.00 a day eyainst the violator. He adw-wd that a copy of this atulament may be furwardcd to ilia OI'ficu of
Inveal gadetlS ul IItC OIA for iniurili werage vcrl livatiun.
1,10 Jtereby rn y 1111d49-that airs id pen de.s"Iperiary that that iajuroratfan provided above vaat urtd .JrrecL
IJara: 7�i /Z
UJ/tree!nee,rely, /)a nor nvirr in this area, to be runrplNed by city ur ru wn n/fhia!
City or Tuw'l:_ . _ ._ llermirdElcente d
l..uinq• tillnrrily (circle uac)r
I. IJoard of Iieallh !. Iluildln-, Ih•partutcut 1. C'ilyi fnwo Clerk 4. F:lectrie.11 ht.yccfnr I. Philithinq Impactor
4, thher
L�,nld�t Teri...
Thane.s:
CITY OF S,U E,`ir AUSACHUSETTS
f LLWLNG DEP. MONT
I'0 W.uHLVGTON 5T71w, 1i4 awt
I'M k973) 74S-9S9S
Knorr r-Y OMWO(1, F.ut(978) 7#98dd
,NAYO)t MO.W f SL F[ELts
01I18Cm it OP pL auc PR0PE1tTY18t;MnLYG C0.%aJjSSI0N E q
Construction Debris Disposal At'ttdavit
(required for all demolition and renovation work)
In accordance with the sixth edition of the State Building Code, 780 CMR section 111.S
Oebris, and the provisions of MGL c 40, S 34;
Building Permit 4 is issued with the condition that the debris resulting from
This work shall be disposed of in a properly licemed waste disposal facility as defined by,bIGL c
111. 3 150A.
The debris will be transported by:
04meofhau r)
no debris wi II be dispoaed'of in :
(name of/rrJullay)
I ddrear or n.,1 lye
J"j?Ppfic j n i
�Ie
MORTGAGE INSPECTION PLAN
BOSTON 12-04618
SURVEY, INC.
P.O. Box 290220 Charlestown,MA 02129
(617)242-1313 MAIN (617) 242-1616 FAX mpp@bostonsurveyinc.com
APPLICANT.' CHRIS L- CANTONE DEED/CERT: 8912-233
LOCATION: 10 VISTA AVENUE a PLAN REF: 212-39
CITY, STATE: SALEM, MA \ SCALE: finch =30 feet
PREPARED: 0�r29-2012
CERTIFIED TO: POLARIS FUNDING GROUP, LLC
121.88
LOT 12
21,149 SF+1- sHeo
POOL
N
i
A �
N
2 STORY
u10
PCH
300 Ls15.95 64.06
VISTA AVENUE
F 0 R T E ® MEMBER REPORT Level,Floor.,Drop Beam PASSED
2 piece(s) 1 3/4" x 16" 1.9E Microllam@ LVL
Overall Length: 16'7"
+ +
D 0
16'
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results Actual®lncatlan Allowred Result lDF load:combination(Pattern) system:Floor
Member Reaction(Ibs) 6209 @ 2" 9881 Passed(70%) -- 1.0 D+0.75 L+0.75 Lr(All Spans) Member Type:Drop Beam
Shear(Its) 4992 @ 1'7 1/2" 13300 Passed(38%) 1.25 1.0 D+0.75 L+0.75 Lr(AII Spans) Building Use:Residential
Moment(R-Ibs) 24716 @ 8'3 1/2" 38893 Passed(64%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Code:IBC
Live Load DeO.(in) 0.419 @ 8'3 1/2" 0.S42 Passed(L/465) -- 1.0 D+0.75 L+0.75 Lr(All Spans) Design Methodology:ASD
Total Load Dell.(in) 0.571 @ 8'3 1/2" 0.813 Passed(11341) -- 1.0 D+0.75 L+0.75 Lr(All Spans)
• Deflection criteria:11(U360)and TL(11240).
• among(W):All compression edges(top and bottom)must be braced at 6'7 1/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required fo achieve member stability.
Bearing Lengor Loads to Supports(lbs)
Supports Total Available Regmirad Dead Floor Roof
live l ve Total Accessories
1-Column-SPF 3.50" 3.50" 2.45" 1648 2280 3800 7728 Blocking
2-Column-SPF 3.50" 3.50" 2.95" 1618 2280 3800 7728 Blocking
•Blocking Panels are assumed b carry no loads applied directly above than and the full bad is applied to the member being designed.
Tributary Dead Floor lice Roof uve
Loads LmOtlmrr Widtir (0.90) (t.oD) (mmsmw:Ln)I Comments
t-Unlform(PSF) O b 16'7" 9'2" 20.0 30.0 50.0 Resitlential-Dvvng AreAN
as
Weyerhaeuser Notes (ijJ SUSTAINABLE FORESTRY INmATNE
Weyerhaeuser warrants that the siring of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `Yf
Weyerhaeuser expressly disclaims any other warranties related to the s"fiwam.Refer to current Weyerhaeuser Ilbaature for installation details.
(www.woodbywy.mm)Accessories(Rim Board,Blocking Panels and Squash Blocks)are no designed by this software.Use of this software Is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party,certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator
Forte Software Ope rotor Job Notes 7/10/2012 10:36:03 AM
Kevin Donaldson Forte v3.5,Design Engine:V5.5.3.2
Dogworks Studio GARAGE HEADERAte
(303)842-5094
kdonaldson44@gmail cam
Page 1 of 1
F® R T C ' MEMBER REPORT_ Level,Floor Drop Beam PASSED
A G 2 piece(s) 1 3/4" x 16" 1.9E Microllamp LVL
Overall Length: 16'7"
W
0
0
IF
AR Dimensions Are Horizontal;Drawing is Conceptual
Design Results -.Aqual®tnotian Allowed Result -LDF lnatl:0pmbutstion(Pattern) System:Floor
Member Reaction(Ibs) 6209 @ 2" 8881 Passed(70%) -- 1.0 D+0.75 L+0.75 Lr(All Spans) Member Type:Drop Beam
Shear(Ibs) 4992 @ 1'7 1/2" 13300 Passed(38%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Use:Residential
Moment(Ft-lbs) 24716 @ B'3 1/2" 38893 Passed(64%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Code:IBC
Live Load Defl.(in) 0.419 @ 8'3 1/2" 0.542 Passed(1./465) -- 1.0 D+0.75 L+0.75 Lr(All Spans) Design Methodology:ASD
Total Load Dell.(in) 0.5710 8'3 1/2" 0.813 Passed(L/341) — 1.0 D+0.75 L+0.75 Lr(All Spans)
•Deflection criteria:11(t/360)and TL R/240).
•Bracing(W):All compression edges(Wry and ho[Nm)must be braced at 6'7 118"olc unless detailed otherwise.Proper atachment and positioning of lateral
bracing is required to aahie a member stability.
Bearing tenth Loads m Supports(Uhs)
Supports Tobd 'Availab4 Requnrei ,ad_ V°re live Total Acrnssorms
1-Column SPF 3.50" 3.50" 1 2.45" 1648 2280 3800 7728 Blocidng
2-Column-SPF 3.50" 3.50" 1 2.45" 1648 2280 3800 1 7728 Blotting
•Blacking Panels are assumed N carry no loads applied directly above them and Me full load is applied to the member being designed.
Tributary :Dead Floor live Roof Live
Loads Location 'Width -(o.BO) -(SAID) 0roirsnvw:1.25) comments
1-Um(wm(PSF� 0 m 16'7" 9'2" 20.0 30.0 50.0 1 Residential-living Areas n
Weyerhaeuser Notes Q 5USTNNABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the siring of its products will be In accordance with Weyerhaeuser pmd f design criteria and published design values. v
Weyerhaeuser expressly diuJaims any other warranties related N the software.Refer m current Weyerhaeuser[therefore for Installation details.
(www.woodbywy.com Accessor
ies ries(Rim Board,Blucidng Panels and Squash Blud6)are not designed by this software Use of this software is not Intended to
ahaumvext the need for a design Professional as determined by the authority having jurisdiction.The designer of record,builder or bamer is responsible to
assure that this calculation is cou,patible with the overall pmjecL Products manufactured at Weyerhaeuser faalides are thirdpany certified to sustainable
forestry standards.
The pmduot application,input design loads,dimensions and support information have been provided by Fate Software Operator
Fm'te sufrtvareflPerator Job Nmles 7/10/20121 U13:03 AM
f xcxtn Oonaid=_on Porte✓3.5,Design Engine:V5.5.3.2
Dcgvrmks Studla t { GARAGE HEADER-4te
i latter)842-5 z94 I
.- ldonF,Idsa,+4 xma term i t Page'I of 1
F 0 R T E e MEMBER REPORT Level, Floor.Flush Beam PASSED
3 piece(s) 1 3/4" x 18" 1.9E Microllamp LVL
Overall Length:20'7"
+ +
0 _._ __._ _. 0
II'EYu� 20'
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results Acbral @ Location Allowed Result LDF load:Combination(Pattern) System:Floor
Member Reaction(Ibs) 6951 @ 2" 8564 Passed(81%) -- 1.0 D+0.75 L+0.75 Lr(All Spans) Member Type:Flush Beam
Shear(Ibs) 5800 @ 1'9 1/2" 22444 Passed(26%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Use:Residential
Moment(Ft-Ibs) 34976 @ 10'3 1/2" 72662 Passed(48%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Code:IBC
Live Load Defl.(in) 0.428 @ 10'3 1/2" 0.675 Passed(L/567) -- 1.0 D+0.75 L+0.75 Lr(All Spans) Design Methodology:Asp
Total Load Dee.(in) 0.577 @ 10'3 1/2" 1.013 Passed(L/421) -- 1.0 D+0.75 L+0.75 Lr(All Spans)
• Deflection criteria:LL(L/360)and TL(1/240).
•Bracing(W):All compression edges(top and bottom)must be braced at Il'4 9/16"o/c unless detailed otherwise.Proper attachment and positioning of
lateral bracing Is required to achieve:member stability.
Bearing loth loads m Supports(Ibs)
Supports Total Available Required Dead Floor Roof Toml Accessories
U. lire
1-Column-SPF 3.50" 2.25" 1.83" 1610 3088 3859 8757 1 1/4"Rim Board
2-Column-SPF 3.50" 2.25" 1.83" 1810 3088 3859 8757 1 1/4"Rim Board
•Rim Board is assumed to carry all loads applied directly above it,bypassing Me member being designed.
..hibulan.. Dead Floor Live Rpof five
Loads lomdon Width (0.90) (1.00) (mon-vmwa25) Comment.
1-Unlfor m(PSF) 1 obi ing Areas
Weyerhaeuser Notes SUSTAINABUE FORESTRY INMTrv1
Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation derails.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended W
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software operator Job Notes 7/10/2012 9:59:04 AM
Kevin Donaldson Forte v3.5,Design Engine:V5.5.3.2
Dogworks Studio FIRST FLOOR GIRDER.4te
(303)8425094
kdonaldson44@gmail cum
Page 1 of 1
® �•C " MEMBER REPORT Level,Floor Flush Beam PASSED
j
11 ER GG 3 piece(s) 1 3/4" x 18" 1.9E Microllam® LVL
Overali Length:20'7"
+ awx % ..sire . . ' p ¢ «� ,2 °s O
D
20'
All Dimensions Are Horizontal;Drawing is Conceptual
Desi n Resul s Acbral @ Location Allowed Result LDF load;Combination(Paeem) system:Floor
Member Reaction(Ibs) 6951 @ 2" 8564 Passed(81%) — 1.0 D+0.75 L+0.75 Lr(All Spans) Me,berType:Rum Beam
Shear(Ibs) 5800 @ 1'9 1/2" 22444 Passed(26%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Use:Residential
Moment(Ft-lbs) 34976 @ 10'3 1/2" 72662 Passed(48%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Code;IBC
Live Load Dell.(in) 0.428 @ 10'3 1/2" 0.675 Passed(L/567) -- 1.0 D+0.75 L+0.75 Lr(All Spans) Design Methodology:Aso
Total Load Defl.(in) 0.577 @ 10'3 1/2" 1.013 Passed(L/421) -- 1.0 D+0.75 L+0.75 Lr(All Spans)
• Deflection Diberia:a(L/360)and TL(1./240).
• Bracing(W):All compression edges(top and blbm)must be braced at 11.4 9/16"o/c unless detailed otherwise.Proper attachment and Positioning of
lateral bracing is required to achhwe rnernber stability.
Bearing Length baAsbsuPP�Otis)
supports Total Arailable Required Dead Flow
lPool
'Total Accessories
1-Column-SPF 3.50" 2.25" 1.83" 1810 3088 3859 1 8757 1 1/4"Rim Board
2-Column-SPF 3.50" 2.25" 1.83" 1810 3088 3859 8757 1 1/4"Rim Board
.Rim Board is assumed W carry all bads applied directly above it,bypassing the member being designed.
[if UWry 'Dead fleet live RUPF Lhre
Loads tomdon 'Width ,(0.90) (1:00) (v o a.,1-u) Comments
i-Um(orm(PSF) 0 W 20'T TV 20.0 1 40.0 50.0 Residential-LFAng Areas
Weyerhaeuser Notes SUSTAINABLE FORESTRY INn1ATIVE
Weyerhaeuser warrards Mat the wing of Its Products will be in accordance with Weymbaeuser product design criteria and published design values.
Weyerhaeuser egres4y disclaims any other warranties related to the software.Refer to tuned Weyerhaeuser literature for Installation details.
(www.waadbywy.com)Accessories(Rim Board,Blockng Panels and Squash BloUa)are not designed by this software.ilk of this software Is net intended W
choumvent the need for a design profesional as tlebamined by the authority,hating Jurisdiction.Tne designer of record,builder or 6anrer is responsible W
assure that tills calculation is compatible with the overall project.Products manufactured at Weyerbaeuser facilities are Mird-party certified W sustainable
forestry standards.
The product application,Input design bads,dimensions and support information have been provided by Forte Software Opeator
Foria Software Operator Joti Noses 7/14:2012 9:59:04 AM
Forte 0.5,Design Engine:V5.5.3.2
`: icenn Oonsbscr, i FIRST FLOOR GIRDER.4te
Ooavioihs Studio 3
(303r 642-a1°-0 I
: c Page t of 1
F 0 R T E o MEMBER REPORT Level,Floor.Flush Beam PASSED
4 piece(s) 1 3/4" x 18" 1.9E Microllamp LVL
Overall Length:20'7"
+ +
O ___�....._.... _. .__.. 0
Y 20' I
AII Dimensions Are Horizontal;Drawing is Conceptual
Design Results Actual 0 looBon Allowed RewR LDF Toad:Combination(Pattern) system:Floor
Member Reaction(Ibs) 9038 @ 2" 10150 Passed(89%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Flush Beam
Shear(Ibs) 7556 @ 1'9 1/2" 23940 Passed(32%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use;Residential
Moment(R-Ibs) 45566 @ 10'3 1/2" 7 5506 Passed(59%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.434 @ 30'3 1/2" 0.675 1 Passed(L/560) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD
Total Load Dell.(in) 0.564 @ 10'3 1/2" 1.013 Passed(L/431) -- 1.0 D+1.0 L(AII Spans)
• Deflection criteria:U.(L/360)and TL(U240).
• Bracing(W):All compression edges(top and bottom)must be braced at 14'9 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Bearing leogth loads to Supports Pbs)
Supports Total Available Required Dead I Fug Total Accessories
1-Column-SPF 3.50" 2.00" 1.78" 2112 1 7033 9145 1 1/2"Rim Board
2-Column-SPF 3.50" 2.00" 1.78" 2112 1 7033 9145 1 1/2"Rim Board
•Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed.
Tributary Dead Flow Live
Loads location Width (0.90) comments
1-Uniform(P$F) 0 to 20']" 17'1" 10.0 40.0 Residential-living Areas /^��
Weyerhaeuser Notes Y SUSTAIWIBIE FORESTRY INnIATIVE
Weyerhaeuser warrants that the sizing of its products will he In accordance with Weyerhaeuser product design criteria and published design values. Y
Weyerhaeuser expressly disclaims any other warranties Mated W the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jur sdiodon.The designer of record,builder or fmmer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product applimbon,input design loads,dimensions and support infomabon have been provided by Forte software Operator
Fore Saftware Operator Job Notes 7/10/2012 9:44:56 AM
Kevin Donaldson Forte v3.5,Design Engine:V5.5.3.2
Dogworks Studio GARAGE BEAM.4te
(303)842-5094
kdonaldson44@gma1l.c0m
Page 1 of 1
5 MEMBER REPORT Level,Floor Flush Beam PASSED
® � 4piece(s) 1 3 4" x 18" 1.9E Microllam® LVL
Overall Length:20'7"
m x ... - z
+ G'k La;".err D
20'
a o
All Dimensions Are Horizontal;Drawing is Conceptual
D ign Results ' Actual @ location Allowed Re-It tDF Load: tter Combination(Pan) system:Floor
Member Reaction(lbs) 9038 @ 2" 10150 Passed(89%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(Ibs) 7556 @ 1'9 1/2" 23940 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 45566 @ 10'3 1/2" 77506 Passed(59%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live toad Den (in) 0.434 @ 19 3 1/2" 0.675 Passed(1./560) — 1.0 D+1.0 L(All Spans) Design Methodology:Aso
Total Load Defl.(in) 0.564 @ 10'3 1/2" 1.013 Passed(U431)
Deflection criteria:11(1/360)and TL(1./240).
. Bradn9(W):AN mmpression edges(top and bottom)must be braced at 14'9 114"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing Is required to achieve member stability.
Bearing tensitti .loads to Supports(lb.)
Supports, Total Available Required Dead Floor ' Total - Accessories
1-Column SPP 3.50" 2.00" 1.78- 2112 7033 9145 1 112"Rim Board
2-Column-SPF 3.50" 2.00" 1.78" 2112 1 7033 1 9145 1 1/2"Rim Board
•Rim Board is assumed to carry all loads applied directly above IC bypassing the member bang designed.
Tn"eu 111, i Dead Floor Live
Loads Ivmtiwi -�110101t3h (0.90) (1.00) comments
1-Unifwm(PSF) 0 to 20'7" IT 1" 10.0 40.0 1 Residential-Uving Maas
Weyerhaeuser Notes (2y)SUSTAwABLE FORESM INMATlvE
Weyerhaeuser warrants that the sidn9 of its Products will be in accordance with Weyehaeuser product design criteria and published design values. l
Weyerhaeuser expressly decaims any other warranties related to the software Refer In current WeyehaeBer literature for installation details.
(www.woodbywy.com)Accessones(Rim Board,Blocking Panels and Squash Blocks)are not designed by Oft software Use of this software is not intended m
tl went the need for a design professional as determined by the authority hening Jurisdiction.The designer of record,builder or framer is responsible tu
assure that this calculator,is compatible with the owaall project Products manufactured at Weyerhaeuser faalibes are third-party,certified to sustainable
forestry,starMa ds.
The product application,Input design loads,dimensions and support Information havebeeh provided by Forte Software Operator
Fomeso0ware Operator Job motes il10120129:44;56 AM
Forte v3.5,Design Engine'V5.5.32
Kavin 05r:aldson I GARAGE BEAM.41e
Eo9•xorks swdic
1303)'s42:^_ Page 1 of 1
9