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RER (12-0607)78175 Masters Cir 12-0607 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: I2 000006Y07 s Property Address: -81-7-5—MASTERS CIR APN: 770=350-009- - - Application description: REMODEL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 5000 Applicant: Architect or Engineer: •tv 4 4,44IM'. BUILDING & SAFETY DEPARTMENT BUILDING PERMIT T Owner: GLENN,MICHAEL B 7420 BISCAYNE WAY SE GRAND RAPIDS, MI 495jC Contractor: SUN VISTA DEVELOPME P.O. BOX 1144 LA QUINTA, CA 92247 (760)771-4722 Lic. No.: 744091 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/14/12 a d JUN 1.4 2012 'ITY OF iA QUiN ITMI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of'the following declarations: - - Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided, License Class: B L' 744091 _ for by Section 3700 of the Labor Code, for the performance of the work for which this permit is • ' ' ,. issued. Dale: Contractor: _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the. Labor . Code, for theperformanceof the work for which this permit is issued. My workers' compensation - OWNER -BUILDER DECLARATION - insurance carrier and'policy number are: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 0000179-2011 • _ following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any - construct, alter, improve, demolish, or repair any structure,prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, ' permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State - and agree that, if I should become subject to the workers' compensation provisions of Section- ' License Law (Chapter 9 (commencing with.Section 7000) of Division 3 of the Business and Professions Coder or - 3700 of the Labor Cha forthwith comply with those provisions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by _ s any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:- — Dat 441//W4 Applicant: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and Z- - the structure isnot intended or offered for sale (Sec. 7044, Business and Professions Code: The _ WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND - and who does the work himself or herself through his or her own employees, provided that the • - - DOLLARS 1$100,0001 IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN improvements are not intended or offered for sale,. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the.purpose of sale.). APPLICANT ACKNOWLEDGEMENT (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The -Contractors* State License Law does not apply to an owner of. conditions and restrictions set forth on this application. • property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed -1 . Each person upon whose behalf this application is made, each person at whose request and for pursuant to the Contractors' State License Law.). " - whose benefit work is performed under or pursuant to any permit issued as a result of this application, I am exempt under Sec. . , B.&P.C. for this reason - the owner, and the applicant, each agrees to, and shall defend,. indemnify and hold harmless the City Date: Owner: .z • CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: - Lender's Address: LQPERMIT of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. 1 certify that I have read this application and state that the above information is correct.. I agree to comply with all city and c4ouuunnatty—ordinances and state laws relating to buildin construction, and hereby authorize representatives of this co" ter upon the above-mentioned propert or inspection purposes. , Dat2 Signature (Applicant or Agent): Application Number . . . .. 12-00000607 ------ Structure Information REMOVE CENTER SUPPORT POST [ENG] ----- Other struct info . . . . . CODE EDITION 2010. ----------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc Permit Fee . . . . 72.00 Plan Check Fee 46.80 Issue Date . . . Valuation . . . . 5000 Expiration Date 12/11/12 Qty Unit Charge Per Extension BASE FEE, 45.00 3.00 9.0000 THOU BLDG 2,001-25,000 27.00 ----------------------------------------------------------------------------- Special Notes and Comments REMOVE ONE (1) CENTER SUPPORT POST AT EXISTING PATIO COVER [ENGINEERED] THIS PERMIT DOES'NOT INCLUDE ADDITIONAL PATIO SQUARE FOOTAGE. 2010 CALIFORNIA BUILDING CODES. June ll, 2012 11:00:20 AM AORTEGA -----------------_-------------------------------------------- Other Fees . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 STRONG MOTION (SMI) - RES .50 Fee summary Charged Paid Credited Due Permit Fee Total 72.00 00 .00 72.00 Plan Check Total 46.80 .00 .00 46.80 Other Fee Total 1:50 .00 .00 1.50 Grand Total 120.30 .00 .00 120.30 LQPERMIT 71 80z & hJ66iM6 D : Ste; s2,Ranch. k@ a O A@,( 78U\834~8O60. Letter of Transmittal City ofLmQuinta Today's Date: 8-8-12 T8-485Calle Tampico City Due Date: 8-7-12 LaOuinba.CAQ3253 Project Address: 78-175Masters Circle Attn: Kay Plan Check A\ 12-807 Submittal: 1* [] 4* [] 2 m [] 5m ^ [] 3m [] Other: . We are forwarding: By Messenger El ByMail (Fed Ex or UPS) Your Pickup Includes: #Of Descriptions: Includes: #Qf Descriptions: Copies: Copies: 1 Structural Plans [] Revised Plans [] --------- [] [] Revised Truss w/Ltr. 171 [] _------_. Revised Soils Report [] --------- [] --------_ Approved Structural Plans El __ Approved Structural Calcs [] Approved Truss Calcs [] --------' Rad|inadTruuuCo|cn [] --------- Approved Soils, Report [] _-----__ [] _—_------ Comments: Structural content imapprovable. Structural Plan Review Time = 1.0 Hrs. T"h is Material Sent for: Fl Your Files Z Per Your Request Fl Your Review [] Approval El Checking' El A*the request of: ' QtherFl By: John VV.Thompson Rancho Mirage Office: Z (70O)834 -880O Other: LJ Bin # Allff'' 46A r'--LJW&,06 City of La Quinta 9113-101 Building a Safety DMsion P.O. Box 1504, 78-495 Calle Tampico Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet W La Project Address: —ffia Owner's Name: 6, A. P. Number: Address: -7 Legal Description: City, ST, Zip: Q, V\: Z, Z— Contractor:S Telephone (70 -l.I ME Address: --?-0- gox- Project Description: City, ST, Zip: U.yy\ V') ck Tele hon 6 0-1 g State Lic. 4 -7 LI L/ 0 C/ City Lie. Arch., Engr., Designer: Address:. -P. 0 - O Z & City., ST, Zip:////,/ Z// Telephone 8) 3'11(d ...... State Lic. 0 sq Name of Contact Person: nir Construction T . ype: Occuparcy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: I # Stories: Units: Telephone# of Contact Persot 7.& 0) :2-7 15 -7 9 Estimated Value of Project -A C) 0.0 APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req1d RWd TRACKING PERMIT FEES Plan Sets Plan Check submitted I --gent Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. We 24 CaIcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2.d Review, ready for correctionsrissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmittedGrading fill IN HOUSE:- Review, ready for correction(& , 1 Ak -eveloper Impact Fee Planning Approval Called Contact Person M A.I.P.P. Pub. Wks. Appr -7— Date of permit issue School Fees Permit Fees tie-I—Total b ` ZotZ FOR:'.' - Y i r-1 I7 4 • K f»•. • A r {1 '1 'Y 1... 7 ... .{ ' MIKErGLENN -,RESIDE,-,S E REIV(JDE'L '7.8=175aMAS.T.ERSCIR'CLE ,. LO,T 87- A, -: TI E TRADITI XON; t - LA ---Ql U INTA,C ` r IF, RN CITY 6F LA OUINTA ' :May 30, 201:1. BUILDING & SAFETY.DEPT IN q FOR CONSTRUCTION - I rNa'1_ ' n DATE BY , C1VlL•' Q'. = Prepared By:: --— 1 SUMMI'_STRU:CT FNGINEE .RING COUKTJJ1tlE «NGINE S"NR (0 8) 63444,4 x(208) 63'4'6395 ` ' /, ► u ( SUN ®1 ?p12 ,:: SV-407 SUMMIT STRUCTURAL ENGINEERING., P.O. Box 2618 _, r w • 902 Baycolt Way McCall, ID 83638 `' : f, ! p, • ; x y P d T 'w a, • .:0S1GN CRTRIA E0 RIISTRUICTURA, CALCULAT[©S ' • The drawings, calculations, specifications and reproduction are instruments of ' . _service to be used only for the specific project covered by agreement and cover sheet. Any other use is solely'prohibited. - • The structural calculations included here are for the analysis and design,of the ' h primary structural system. x` . - r •b • Non-structural elements and the attachment mechanism is the responsibility'of,the, architects or designer, unless specifically shown otherwise. • All changes made to the subject project shall be submitted to Summit Structural K, Engineering•in writing for review'and comments. • Sketches and details in calculations are not to scale and may not present true conditions on plans. Architect or designer is responsible for drawing details in plan which represent true framing conditions and scale..-` Governing Code 2010 CBC . • • °, , Seismic, Criteria, Location La Quinta, CA 92211, a Ss = 1.503 S1=0.600 Sds=1`.002 y `•' Sd1.=0.600 Seismic Design Category= D F Site Class = D (assumed) } ' • rR ' Occupancy Category 11 • ' " , , ` ` : . Seismic Importance I = 1.0. Y' Response Modification Coefficient R=6.5,( 1.25 @,Steel Cant. Column where occurs) Reduncancy Factor. p 1.3 -. Winc Loading Wind exposure category C Y . Y •? pJ • • „ . + • '+ , A Atm Wind Importance Factor 1=1.0 p , ` Basic Wind Speed = 90 mph " Topographic Factor.Kzt=1.0 Soil Report By: Sladden Engineering .1800PSF Report No - Dated: ,w 1 Phone No.:.' o.. r y Soil Bearing Pressure - •1800 base • - } - ! -i 1. i y 4, y .'e _a S dA 1'•- fr a,m a '$EIMMITS73tUCTURft4. NCafNEERIPICa ;HONE _(2O$)6 /4-5448 ; AX,{ZOS).634.6395 p O iOX26' S, IUlCL"AiC IDi _ u • . ,. ,. _-c a ,.w •_ - - SUMMIT STRUCTURAEERING L,ENGIN P.O. Box 902 Baycolt 2618 Way ` McCall, ID 83638 r, Roof Loads - Sloped Roof Loads'- Flat - Clay Tile -mud set 22-psf - Roofing ' b.psf ' Sheathing (1/2° CDX) 1.5 psf.. ti.3 Sheathing (1/27 CDX). .5 psf.', Framing 2.5 psf:, Foaming 2.5 psf. Insulation 1.5 psf. Insulation ;1.8 psf Ceiling 2.5 psf. ' Ceiling 2.5 psf Misc: ' 0.0 psf. Misc. 8:2 psf: ' Total Dead Load Total Live Load 30 psf. 20 Total Dead Load'. Total Live Load 20 psf., ,.. 20 psf psf Total Roof"Load 50 sf P r ~Total Roof Load 40 psf Wood Floor Loads' ,Deck. Loads " Sheathing (3/4" Plywd.) .2.5 psf.: 2x Decking ;. -5.0 psf ' Framing 3.5 psf. ' , Framing psf Ceiling P 2;5 psf. Misc. 1.0 psf Misc: 3.5 psf: Total Dead Load 8.0 psf. Total Dead Load . 12 psf. " Total Live Load 60 psf Total Live Load sf. ` psf Total Load` 68 psf Total Floor Load 52 psf a t Exterior Wall Interior Wall ' Stucco Studs.0sf. 1-10.0 psf. Drywall , Q 5.0 psf P Studs .' 1.0 psf. Drywall 2.5 psf. Mechanical & Insulation 1.0 psf. Misc. Total Wall Wei ht 1 0 psf 15 0 - Misc.1.0 psf. sf, ,,, .,hr r. Wa • ` tz r i .. . { - . $lIMMfF STRUCTURAL' i:NCal►iIEER[PIG. ... 6 4-8148..:: FAX (208) 634-6395 P o CiOX2618 MCALLID: . All other shapes ASTM A-36 r iFy=36,000 psi • Hinh ctrannfh hnite ACTKA A_q7g e SUMMIT STRUCTURAL ENGINEERING _= t -P.O. Box 2618 ,. 4 902"Baycolt Way . McCall, ID .83638. '. i MATERIAL SPECIFICATION'„ : A •. ,, , , , a *Timber: All timber shall be Douglas Fir Larch with a, maximum. moisture content of 19%. Grading rules,agenc) West Coast Lumber Inspection Bureau (WCLIB). MemberFb {Psi) Fv (psi) E (psi) Sawn Lumber (DF -L)' , ' 2x Joists & Rafters (No.2) 1006 95 - 1.6x106 4x Sawn Beams (No.2) R; 875, 95 1.6x106 . 6x Sawn Beams (No.2)., 875 s y' 85 : 1.3x106 4x Sawn Beams (No. 11) ^ 1000 95 ' 1.7006 ' 6x Sawn Beams (No.1) -, 1350 - ' 85 1:6x106 r Values may be increased according to size factor, CF ti Manufactured Products ,.;Glu -Lam 2400 t 165 a;. 1.8x106. `' P Paralam PSL 2900 « ' r 2901-.2.0x106 Microllam LVL 2600 285 1.8X106 } - ♦Concrete. Application . e . ,ti, ' Strength 28:days - Slab on grade 2500 psi R . Footings and grade beams ,• ' : 3000 psi 4 Design is based on 2500 psi`concrete. No,inspection,is- required, unless noted otherwise *Reinforcing Steel. a .. Bars. Allowable stress #4 and smaller reinforcing bars shall conform to A.S.T.M. A,, 61.5-40. `_ Fy=40,000 psi #5 and larger reinforcing bars shall conform to A.S T.M.'A - 615=60 Fy-60,000 psi,` . t *Structural Steel: Description Specification Allowable stress 4 Pipe ASTM A-53 Type E or S,'Grade-91 Fy=30,000 psi Tube ASTM A-500 Grade B . "F =46 000 si ` All other shapes ASTM A-36 r iFy=36,000 psi • Hinh ctrannfh hnite ACTKA A_q7g �• 1111► >,• •11'I: � •.���` ' • {� bill •I 1 � �!{�HI � 111 it � Ij �l yh • 1 „ • 1 � I!, r� 1 1 •11 •11� � X11 �' ; . I • 11►1,�� 11;j 1 l.1.1111.�q��1{ ����1.1 hh1� � !:111• �����1� � � 1 11l�11 {I II �� ? . 1 . •�:'nl i. all l { � 1 1!.1 psi: "{ : I.III y 4kd .,111 0 It IIgo'� i1u 1' yl 1 / / R I / /� - 1 / 1 0, •� 1 I I mu■1 ii ii maul • •-" / � \ 1 `[jj ■nm n u Inam / I Y �I � . -- IC— - � ♦ 11 1 11 � � R .. s tl! I i / it '1 r� ., s • � _ ei 11 11 O a 1 _ r r ri it ii i 111 _ /I r `i - rr-rr-rr-� - Edle '' " i i i i i i i l l _L___1 � 1• • i i i i -i i 1 it =___- - 1== �--_� ___--____ + �i� _ 1 �. �I yl ul ul 11 1 I — -------- .A■L_ / I --r----9��.�;.a�-- a ' r _ Ik oil � 1 H — \ / •I IRK 1 -- - • i ?r oma�r.q/. �- s�sii^� � !�•'"'1.Es' ♦'is_ nAe."C �""fi; H'Rf Y %b•x�""c''.`�°"c` `�' { •yl[�C.� 'xi 4....�ys+� i<u.�. ,�*'��i.T c �• '.`�q'`,,�jQ� SSS3i a�aiY' .i.yy �t"�, MCua �:- . Y f vf` Y'.'Q'�.�c•y�^ :(hJ�'a? IF 7 a.h,. �s t1r•`.ts" v. `'•x-�` .,;� : v" _� A::`.,,��«a g "x k� ,� i ,.r .. m� saa Ax 902>BAYCOLT WAX -1 �xSHEET NO�� N.."k mss' r I�Of BOX 2618�t ���` . x{ K: rCALCULATED BY zs.: t' `',�'�' 2`' `.' r '�,,; ask •�.' E �Sr " ao kr z Y'Cs- 4,'„k McCall rID�83638��� r . x •r .s�c�. ' �. 634 814:8: Sfax 208 X634 63;95x �ScALE '� �' e r Z. # s r a Note: Lateral Force Resisting System is not modified, by, this denter,column ' removal. For,this reason, only a, vertical,analysis is `required - • t COMPANY PROJECT ` 03) Summit Structural Engineering Traditions Lot 87 Remodel / Y( PO Box 2618 ' La Quinta, CA ` ood.Wo I ks 902 +Baycolt Way Beam1.wwb ' • lt)f 4S%.6,37£!x';B?E'i)f`/f3;f? Sii A' McCall, ID 83638 - May 29, 2012 15:35 Design Check Calculation Sheet Sizer 8.3 LOADS: ' Load Type Distribution Pat- .Location [ft] - Magnitude Unit 353 Other 1590 tern Start End Start En fb D Dead Full Area _ 507 30.00 (7.00)* psf L Roof live Full Area #2 0.73 = 20.00 (7.00)* psf W Dead Full Area 1.5 Cb 15.00 (6.00)* psf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 10' T Unfactored Analysis Value Design Dead 3539 Shear 353 Other 1590 " 154 Factored:_ fb 1210 Fb' =2638 5079 _ 507 Total Bearing: 0.73 = L/360 , #2 0.73 = # Load Comb Length 1.52 All LC's are listed in the Analysis output 1.5 Cb 1 1.001 DESIGN NOTES: 1.0 Glulam-Unbal., West Species, 24F -1.8E WS, 5-1/8x18" - Self -weight of 21.24 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NUS 2005: Criterion Analysis Value Design Value Analysis/Des:in Shear fv = 71 - Fv' = 305 fv/Fv' - Bending(+) fb 1210 Fb' =2638 Shear LC #2 = D+Lr, V = 5074, V design = 4382 lbs fb/Fb!"- Live Defl'n 0.16 = <L/999 0.73 = L/360 , Total Defl'n 0.73 = L/361 1.10 = L/240 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 265 1.15 1.00 1.00 - - - - 1.00 1:00 1.00 2 Fb'+ 2400 1.15 1.00 1.00 1.000 0.956 1.00 1.00 1.00 1.00 - 12 Fcp' 650 - 1.00 •1.00 - - -. - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Emin' 0.85 million 1.00" 1.00 - - - - 1.00 - 2 Custom duration factor for Live load = 1.15 Shear LC #2 = D+Lr, V = 5074, V design = 4382 lbs t Bending(+): LC #2 = D+Lr, M = 27905 lbs -ft Deflection: LC #2 = D+Lr (live) LC #2 = D+Lr (total) , EI = 4483e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection.. " D=dead L=live, S=snow W=wind- I=impact Lr=roof live Lc=concentrated ". All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. ' 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. ^ 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). , COMPANY PROJECT ood -W So Summit Structural Engineering Traditions Lot 87 Remodel �" PO Box 2618 La Quinta, CA .Y V t j 902 Baycolt Way Beam2.wwb ''i$it:'FS.b3i4'3.did36b'£)i')f,3;f7.":.SFAi.+a' McCall, ID 83638 May 29, 2012 15:43 r Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start En Unit D Dead Partial Area 305 0.00 10.00 30.00 (6.00)* psf L Roof live Partial Area fb/Fb' = 0.60 0.00 10.00 16.00 (6.00)* psf W Dead Full Area Load Comb Length 15.00 (6.00)* psf d2 Dead Partial Area 10.00 17.50 30.00(13.00)* psf 12 Roof live Partial Area 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 10.00 17.50 16.00(13.00)* psf pl Dead Point 10.00 1800 lbs 2 Roof live Point 10.00 960 lbs MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 4 71 Unfactored• Analysis Value Design Dead 3642 Shear 979 Other 1431 305 204 Factored: fb = 1623 Fb' = 5073 fb/Fb' = 0.60 689 Total Bearing: #2 L/360 # Load Comb Length 1.52 0.88 = 2.0 Cb 1 1.00 1.0 Glulam-Unbal., West Species, 24F4'8E WS, 5-1/8x16-1/2`' Self -weight of 19.47 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion Analysis Value Design Value, Anal sis/Desi n Shear fv = 105 Fv' = 305 fv/Fv' = 0.34 Bending(+) fb = 1623 Fb' = 2723 fb/Fb' = 0.60 Live Defl'n' 0.14 = <L/999 0.58 = L/360 0.24 Total Defl'n 0.62 = L/336 0.88 = L/240 0.71 0 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 265 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.15 1.00 1.00 1.000 0.986 1.00 1.00 1.00 -'1.00 -• 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Emin' 0.85 million 1.00 1.00 - - - - 1.00, - - 2 Custom duration factor for Live load = 1.15 Shear LC #2 = D+Lr, V = 6847, V design = 5892 lbs , Bending(+): LC #2 = D+Lr, M = 31459 lbs -ft Deflection: LC #2 = D+Lr (live) LC #2 = D+Lr (total) EI = 3453e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY • PROJECT 0 Summit Structural Engineering Traditions Lot 87 Remodel. PO Box 2618 La Quinta, CA woo'dWorks 902 Baycolt Way Beam3.wwb 1C7r1'LS'k33£3'.3i i K£>f3FJ;C73';i'F3is> ' McCall, ID 83638 May 29, 2012 15:47 , Design Check Calculation Sheet ' Sizer 8.3 LOADS: Load Type Distribution Pat- Location [ft] Magnitude Unit 247 Other 1012 tern Start . End Start En fb = D Dead Full Area fb/Fb' = 0.61 348 30.00(11.50)* psf L Roof live Full Area #2 0.25 = 16.00(11.50)* psf W Dead Full Area 1.0 Cb 15.00 (6.00)* psf Tributary width (rt) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' Unfactored- Analysis Value LC# Dead 2475 '- 247 Other 1012 195 101 Factored: fb = 949 Fb' = 3487 fb/Fb' = 0.61 348 Total Bearing: 0.37 = L/360 0.15 #2 0.25 = # Load Comb Length 1.01 All LC's are listed in the Analysis,output 1.0 Cb 1 1.001 DESIGN NOTES: 1.0 Timber -soft, D.Fir-L, No. 1, 6x12" Self -weight of 15.02 plf included in loads; Lateral support: top= full, bottom= at supports; vs. Allowable Stress .(Analysis (psi) and Deflection (in) using NDS 2005: t Criterion Analysis Value LC# Value Analysis/Design Shear fv = -Design 68 7 Fv' = 195 fv/Fv' = 0.35 Bending(+) fb = 949 Fb' = 1552 fb/Fb' = 0.61 Live Defl'n 0.05 = <L/999 0.37 = L/360 0.15 Total Defl'n 0.25 = L/520 0.55 = L/240 0.46 { ADDITIONAL DATA: FACTORS: F/E, CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 a Fb'+. 1350 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 11.00 - 2 Fcp' 625 - 1.00 1.00 - - - 1.00 '1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 - Custom duration factor for Live load = 1.15 Shear LC #2 = D+Lr,, V =. 3487, V design = 2880 lbs Bending(+): LC #2 = D+Lr, M = 9590 lbs -ft ' Deflection: LC #2 = D+Lr (live) LC #2 = D+Lr (total) EI = 1115e06 lb-in2 a - Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis,output Load combinations.: ASCE 7-05 e DESIGN NOTES: , 1. Please verify that the default deflection limits are appropriate for your application. , 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Summit Structural Engineering PO Box 2618 WoodWorks . 902COMPANY Baycolt Way sC3rzirkurrri;¢. of5fl;tiaz{a; McCall, ID 83638 May 29, 2012 15:48 Design Check Calculation Sheet Sizer 8.3 LOADS PROJECT Traditions Lot 87 Remodel La Quinta, CA Beam4.wwb Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start En Unit D Dead Full Area fb = 1254 82 30.00 (6.00)* psf L Roof live Full Area 0.11 303 16.00 (6.00)* psf W Dead Full Area #2 15.00 (6.00)* psf pl Dead Point 0.9 3.50 2475 lbs 2 Roof live Point 3.50 1012 lbs ---Y .,Uun k1u) MAXIMUM REACTIONS 0' and BEARING LENGTHS Unfactored: Analysis Value Design Value Analysis/Desi n Dead 2522 fv = 88 221 Other 953 fb = 1254 82 Factored: Live Defl'n 0.03 = <L/999 3475 0.11 303 Total Bearing: 0.40 = L/240 0.37 #2 # Load Comb Length 1.04 0.9 Cb 1 1.001 1.0 Glulam-Unbal., West Species, 24F -1.8E WS, 5-1/8x10-1/2" Self -weight of 12.39 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion Analysis Value Design Value Analysis/Desi n Shear fv = 88 Fv' = 305 fv/Fv' = 0.29 Bending(+) fb = 1254 Fb' = 2760 fb/Fb' = 0.45 Live Defl'n 0.03 = <L/999 0.27 = L/360 0.11 Total Defl'n 0.15 = L/642 0.40 = L/240 0.37 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 265 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Emin' 0.85 million 1.00 1.00 - - - - 1.00 - - 2 Custom duration factor for Live load = 1.15 Shear : LC #2 = D+Lr, V = 3475, V design = 3144 lbs Bending(+): LC #2 = D+Lr, M = 9845 lbs -ft Deflection: LC #2 = D+Lr (live) LC #2 = D+Lr (total) EI = 890eO6 lb -int Total Deflection = 1.50(Dead Load Deflection) +Live Load Deflection. D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). FOUNDATION DESIGN Pad Footing No. 1 Roof Load Floor Load Wall Load Point Load DL + LL 18 12 15 10147 x Trib. Area = 16x 0= 40x 0= x 0 Total (W) Footing width (b) = 30 " sq. Allowable Soil Pressure (q) = 1800 psf Actual Pressure (q') = 1623.52 Pad Footing No. 2 DL + LL x Trib. Area = Roof Load 18 16 x 0 = Floor Load 12 40 x 0 = Wall Load 15 x 0 Point Load 8118 Total (W) Load 0 0 0 10147 10147 Load 0 0 0 8118 81.18 Footing width (b) = 24 " sq. Allowable Soil Pressure (q) = 2070 psf 1.25 duration Actual Pressure (q') = 2029.50 i rcu:v i u rw NAY : HDR TO TOP PLATE A COVERED \ TERRACE 40 REMOVE EX/S77NG CENTER POST / €! JT / I _ / i — ... ......................................... FLAT HDR -BRG) I It1,l. v ` j ... j .; I 3✓ ................_ `._../......! .. w. 5. , /8" X ._ 16 1120 GLB / / ..... ..............._ -,. ...._ (TOP ® 12'-1' / -``. ----- — SW48X10-4 ' _ I S DIST. BEAM BUCKET SHOULD +I WORK FOR NEW BEAM (IT WAS SET FOR THE 16.1/2" SIDE GLB DEPTH AND PADDED I UP WITH HIGH BOLTS GOING TO EXIST. 6X10 BEAM) VERIFY BUCKET.BOL7S - MIN 4-3/4" BOLTS INTO NEW GLB — AND MODIFY AS NECESSARY I —NEW LOWER BOLT HOLES MAY NEED TO BE DRILLED — CONTACT ENGINEER WHERE DISCREPANCY OCCURS AFTER S7UCC0 IS REMOVED EXISTING PARTIAL ROOF FRAMING PLAN NEW PARTIAL ROOF FRAMING PLAN j a) SCALE: 114' =1'-0' SCALE 114' =1'-0' a' C cn Lu U = c_ 4-.3 .. _ Cu N O Cu Lo LO Q m N Ile i O ulm ro 3 RE cn cnl r, 0 EXISTING REAR ELEVATION REMOVE CENTER COLUMN cu 0 E cu L cD SCALE: 1/4'= 1'-0" m J n o _ - A w O 7 ROOF FRAMING NOTES A: GENERAL 1. IT SWL BE THE CONMCIDRS REb1°ONSI6fW ro VERIFY ALL GV= DIIIDIISAQMS aMnONS AND CaAIDIDIDIVS AT THE" SITE PRIOR TO &WING AND COMAIL7CM G CONSiRU1770N. CROSS CHECK ALL DETAILS AND DINVY TONS SHOWN ON THE STRUCT ML DRAWINGS WITH RELATED REQUIREMENTS ON THE ARGIIIEVUNAL. ELEVTRIGAL, MEDANM AND OWL DRAWM,S AND AW" RE DVNEER AND THE ARC#TI T OF ANY SES PRroR TO STARTING WORK 2 ETM.EPT WHERE NOW SiR1N W REQUIREIWM ARE NOTED OR SHOWN IN THE PLANS OR SPECT XA7XN.% ALL PHASES OF WOM MAAtSW AND U47ERALS SHALL CONFORM ro THE RfgWREMEMT OF THIS f/MFORM BULLING COQE; LATEST ALNx1►OW.AS WELL AS ALL APPLIGIBLE SPATE AND LOCAL ORDNANCET AS ADOPTED BY RM- CONMOUING A49W CAONL < < . .I 17E COMRACT DVLIW/NCS REIDA f THE FNISHED STRUCTURE AND DO NOT W07r THE METHOD OF CWA57RUCTIDM THE S7RUG7URE SHOWN AN IH£5E DRAMW is SIRUCTEPAUY SOLID ONLY M THE COMPLETED FORM. GENERAL COWT9010OR SHALL PROVIDE ALL MEASURES NECESSARY M PROTECT THE STRUCiTA4E; WCMKAIEAL AND OTHER FIERSOIVS DUIL'NG AONSTRUCROAI. suCH MEAROMS M' aUO& BUT AIZF NOT LWIED TDr BRACW, SHORYAG FOR OONI MX7ON EQLAPMOVT. AND SHORING FOR AIE S7ROC7URB 4. M Aro OUr SWI DIM0VSA0NS BE SNM FROM DRAIWAGS AAD/7R DEFAM ANY DWREPMICIET SUMMIT 'STRUCTURAL ENGINEERING FOUND WITHIN 7HM' CaVMCr MMM SHALL BE BRO(KUC IT TO THE ATTDVTOIN OF THE ARaffIRT AND ETGMGNEER FOR CLARlFIGAMV PROM TO PROCEEDING ANY WORK M BALLED PRIOR ro NVD/A4 M QONFIX7 WH SUCH CLAII M77ON SHALL BE CORRECTED BY THE CONMCIOR AT HS IXPENSE AND AT NO ADOUDVAL COST TO THE OWNER S 77E PRECIS£ LMAIOVS 6 AND LOCATIONS OF ALL DOOR AND WINDOW WDOGS, AVIMW AND DMW AND FNP NAGS RE°LxR EDFOOR M.+L, aFROM 1W A RE METOR S 902 B"COLT WAY swu LTE wm FRIOM MW DR4W1NCSr EQ WDff DAT& ETI. AS REOUIPED Q FLOOR AND WALL OIFFAINc% SLEEVES, IARATOMS M STRUCTURAL SLAB aETOAn=O DEPREssm Pa BOX 26018 " 71 - 6+ AR£Ag AND ALL OTHER ARC!•91ECR1RA4 MECNANA^AL. EZECIRr.M„ AND/OR CIVIL Rf RQlEMS MUST BE COamlI w BEFORE THE CONTRACTOR PRIOCEMS WITH caysTR()C7m ' PANTRY 7. THE snWTURAL DMININGS SHALL BE USED M CaIAX MCIIDN AND CoaWMWN WITH McCALL, ID 83638 ............, A4L I7EL7UA 4 LTV)L. MECMNICAL• ELEL7RGAL, PLUYBMC AND FME SPPoNKLER DRIW7NG£ THE CONITR = IS RESPOW.SIBLE FOR THE C00R MWN OF ALL WORK NCXUDING THAT 18' WIDE X 24" DEEP 24' SO. CONC. OF 1W (208) 634-8148 GRADE BEAM W17H 2•- 5 I a M ALL CUM WHERE A Cd Rff MY OC W SUM AS WnflMV RE1/S MIGYUDED AN THE E11 ON PAD I SPEPEanC DFIA w° E & ON WE °I BE OR eETwtEEH WILL AL NOTES AN° 634 6395 FAXTOP AND BOTTOM AND► , 3 W 4 REBAR PANTRY T sHULc NO iWD Wnt ,tN>E> PR£r THE NIpVTTIES ® 18" O.C.24" SO. CONC KITCHEN ® 12' O.C. ERIN 9, ALL ,MM?WS SIFOU BE FURIVMED AS SHOWN HD M LIN[M ALTERIWTET ARE APPROVED(208) ERECTION PAD AT BOTTOM Z N WR19MG BY 7W ARc r, ONE? AND snW7UPAL D ONaN OF REM O. W/ 14 REBAR f D fa NVY RffERE m To TH£ W'DIRDS APPRDv% OR APPRm M THESE DO=ms SHALL BE ® 12" 0. C. E/W _ _ — — — To HSM C10R?? OF MY LmL TNG 7H T MATES AT BOTTOM a4 LABOR S1 fCM7DV.. Q ET --- 9r f6' % 11. WHERE A DETA14 SEL'ADN OR N07E IS SHOWN FOR LAME MaTI MK /T SHALL APPLY FOR ALL LOPE P4 i BAR I I • ' OR SIMILAR CONDI M UNLESS NIOIED o1HERW1S£ pial OIETALS MARAID i'YP'CALN SHALL f , APPLY M ALL CASES UNLESS S%rffrAUY IVDV70 OTHEJ W.. WHERE NO SI`MX ATX IS 7p 14 SHOWN, THE FRAMING OR CONSTRUCTION 9AU BE IDENTCAL OR SIMILAR MR LIKE CASES OF _. . CGW57RUC/M7Nl. "y 12. Ca4AVECAANS OF ALL RENS SUI`MM D BY THE SIRUC ff ARE THE RLSPON99LV OF THE i DbYSPUNU WHO MAKE METE ATTACHMENTS RENEW AND COORDINATE ALL THE REQUIREMENTS _ E M THE ARCH#M= PRaELT SPECMXi WN AS APPLMABLE Q U ' ; ' r I I 1.I IT SHALL BE THE RESADAISIBIL TTY OF THE CYJNM4CMR 70 LOCATE ALL p175TTNG tflXff S WHETHER . S IN 6 1 I / MDOi1TED ON THE COMRACT DRAWING OR NOT70, AND PROTECT INEM FROM DAMAGE REPAIR PL I __.. _ ..._ _ ... f I AND REa(ENT OF SND WI7 W SHALL BE AT THE E7D'EIVSE CF THE cavi LA m. f /02 14. VHTRAJIGNAL &-= OF AIEL7AAlICAL AND/OR ANY OTHER fWApMIIEM HAVE NOT BEEN C17WS/DERED ...,,..uz...-.,...,- ,...:..-....,r-:r. .... , '-."a:.<.•.....r-,.....+....,.,...,.;,:x-.nz:...,.;-.-.... rs-r w;:.s•.+ ..,. ..,.w+: _ "n..,.e+.. .,...n.. f L. -. ..Nww..•._: +►.....+r .sw en rBY PE sn UC7 M-89WEM . ... Y r,Naww.. / \.w.. •.s .•.,. ,....y 24 WIDE X 3D' DEEP 11 UNEM NOU OlHLRW7Sl~ ELEVATIONS SHOWN ON THE STRUCTURAL MMMS ARE TO 7W TOP`• _......____..........._....__.......__._._............_....__... .. OF BEAMS AND FDUNLVATMa M BEAMS DEN07ED AS UW' HAVE 7W 70P OF BEM/ AT TIE cp GRADE BEAM WITH 4-15 HMI ff OF THE 70P PLATE: BEMIS DENOTED AS 7 Mr HAVE THE BOTTt7W OF MM AT TOP AND BO TTO i3 THE muff or rw 1Dw PUT& uMa Q 24 WIDE X 3D" DEEP LIES ® l8" D. OF 11 THE OEM% ADEQVLICYAND SAFETY OF M770N B4AC'IAM, SHnaPllvc 7EMPq AR1' SLA`P0= EM, 6 7W SOLE RE LA'UTY OF THE QONIRAOM AND HAS NOT BEEN CDNSIDIM BY nE STRUCIURAL GRADE BEAM WITH 4-51 GRADE BEAM T -1 ' ETA THE CANnMCTTM HS RE93DNS1M FOR THE STA91/7Y OF THM' STRUCTURE PRIOR 7O 7HE TOP AND BOTTOM AND JJ A OF ALL SWAN WUL% ROOF AND R R DAPHRA AND HTN M HE sHac I S PROVIDE CLEARANCE FOR r1 LM7S SM BY PRIOR70nM > NOT m A TIES ®18" O.C. 2' SUNKEN BAR. VSW ABOVE OF. WE I COVERED 24" WIDE X 30" DEEP GREAT TERRACEI GRADE BEAM WITH 4-15 ROOM 12'-0" CL'G. TOP AND BOTTOM AND I3 M: WOOD FRAMING REMOVE CENTER COLUMN/POST '; T 31 TIES ® 18` O.C. I. ALL FRAMMG SHALL CW7Mill TO 77E GROIDES AS SET BY THE W.GLLa OR wwPA, AND THE LAw aaa AND NAwmL DEsm 9°ECIFTCA11aV N.D.S ALL LUMBER SHALL BEAR THE GRADIS Q _ STAMP OF AN APPROVED TESDAG AGONCY, DZEPT DIPOSM LWM? AT VISIBLE AREAS 18" WIDE X 24" DEEP0 2 ALL CAMBER USMFDR STRIACTM PURPOSES SHALL BE' DOUGUS Fn LXNST RET20N, GRAM NDTF EXISA'NG EREC77ON PAD FOOTINGS M ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU. ALL LUMBER SHALL BE 199 MO GRADE BEAM W/7H 2-15 LETS THAN lSW CONTENT OF ALL LONISTRUCMV. ARE ADEQUATE 10 SUPPORT THE ADD/T/ONAL ' LOAD FROM THE LONGER SPAN GLUEZAM TOP AND BOTTOM AND I3 6'I , ,I MLW N= 0770W SE; THE M000M GRADE SHALL BE AS FOLLOWS TIES ® 18" O.C. HAaRIznN X FRAWNG MEMBERS (XISTS AND BEMIS) 30" SO. CONC, 2XIO OR SMALLER of ig 2 EREC77ON PAD 012OR IARr R aF f 1 W/ 14 REBAR N D.F. /1 ® 12' D C E1W VERIIGIL FILAMA'NG MWD?S ( M AND POSTS) Q, 2X `L AT BOTTOM 2x6 SIAN15 7 OR SW GR"QROf ESS/pl,, _ D.F. f2 "9l 46X8 RIOR iARGER DD,F if P N 2x TE 2r ATAF STANDAATD GRADE No. C054193 ?X raw PLATF,/5T1LE AUIE aF. STANCAM GRADE EX 12 31 SHEAR BLOcnw aF STANLIARD W" Up. NON-STRUCTURAL BLOOM AND BRIDGING URRY 4 PLT11C) VE ASSOCA 0 AT IAS of FLOOR AM "THING NG To oETNES FIEiD-CLUNG 1Wt701D f9lF c V 1 -\ 2' S F CAI. ro WOOD FHLAMRNG ADHM5IVET SHALL MEET WE REQUIREMaViS FDR WET- ctiNDlnoN► SERrIGE 14' SW48X10-4 J: GW-LMBEAMS THIS DOCUMENT HAS BEEN PREPARED TO DESCRIBE 1 -6 k G8 1. CELE [AANM70 LIAM SFNLL BE OFA CaVBMTXW AS ESTAaLwa BY IHf AMERxW PROPOSED AND/OR NEW WORK AND DOES NOT 3O" SQ. CONC. 06711 ITE OF 7WBER CON57RUCTVAH, AND IARX ATED BY A LICENSED F7ABR11AIDIR M ACCARDANCE NECESSARILY REPRESENT AS BUILT OR EXISTING WITH AM 117, AND PRODUCT STAND4RDS PS56. CONDITIONS. THE ENGINEER DOES NOT WARRANT, IN ANY PAD W/ 1'4 REBAR STAPLE SPAN BM SHALL BE COMIBAMWN 24F -V4, DFITIF NOT,BEiRESPONSIBLE FOR ANY FORMATION AND SHALL 24WIDE X 30` DEEP ®12- DISCREPANCY BETWEEN " D.C.OE/W 2 GRADE BEATHIS DOCUMENT AND THE EXISTING CONDITIONS. M' WITH 4-15 AT BOTTOM .I CANTILEVER AND OR CaVRM)OUS SEARS SM i BE COMBMWN 24F ra DF/ON TOP AND BOTTOM AND I3 4. SHOP DMIOIMGS SHALL BE SUBMl7TED FOR REVIEW AND APPROVAL PRIOR ro FABRMATHOM AS INSTRUMENTS OF SERVICE, ALL DRAWINGS, . 77ES 0 18" CC APPROVED INSPECTION CERRH7G'ATES SHALL BE SUBM 770 PRIOR 70 ERECTKN. THE AGn-7IDN SPECIFICATIONS, ELECTRONIC MEDIA, AND ANY COPIES CERTIFUTET SHALL OnWE 71E QUALRY CONTROIL #j&%L7roN 04TA THEREOF FURNISHED ARE PROPERTY OF THE ENGINEER. S LxU-[MI BEAMS SHNL CONFORM TO AND BE MARKED ANSI/MTC STANDARD Alga I ARID F/Ew THEY ARE TO BE USED ONLY FOR THIS PROJECT AND MSPECroR SHALL BE PROVIDED WITH AN APPROVED 'CERTTfTG TOV of NVSPEC W , ARE NOT TO BE USED IN WHOLE, OR IN PART FOR ANY OTHER PURPOSE. THIS DOCUMENT IS NOT TO It AWME STAMARD CAMBER UNLESS NOW OIHMRWISE ON PUN. REPRODUCED AND/OR MODIFIED IN ANY WAY, NOR SHALL 7 REFI. CUTS NOT ALLOM£D LmM DETALM ON L1MWAM ANY REPRODUCTION OF THIS DOCUMENT BE MODIFIED WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER. It MDIVIDUAL LAAffMnONS SHALL NOT DUO 2 INCHES M NET p#aWW GENERAL CONDITIONS OF THE CONTRACT FOR 9. AWTURIF CONTENT SHALL BE FROM 7X ro 12X CONSTRUCTION ARE PART OF THE CONTRACT DOCUMEN EXISTING PARTIAL F O U N DAT 1 O N PLAN 1a LAAIMMED BEMHS SHALL MELT THE FDLLowAG MINIMUM REWREMEMS AND DESCRIBE USE AND INTENT OF THE DRAWINGS. THE CONTRACT DOCUMENTS INCLUDE NOT ONLY THE RpCLLRAL STRESS Fb = 2400 P9 DRAWINGS, BUT ALSO THE OWNER -CONTRACTOR 1EIVSHON PARALLEL ro am AGREEMENT, CONDITIONS OF THE CONTRACT, SCALE:114'= 1'-0" COMPRESSM PARALLEL 70 GMN F - 1 50 SPECIFICATIONS, ADDENDA, AND MODIFICATIONS ISSUED HOR20NTAL SHEAR P09MO/000R 7D W70E FACE Fv - 165 F5/ AFTER EXECUTION OF THE CONTRACT. MODl2(4SOF = E ` 1'8 6 P£R,°£IW7Vl RAR TO LRAM BY USE OF THIS DRAWING AS PART OF THE CONTRACT ..LbMf'RESACw BJH 7EIV57IDN FACE Fc 450 PSI DOCUMENTS THE OWNER REPRESENTS THAT HE HAS COMPRESSION FACE Fc _ 3B5 PS REVIEWED AND APPROVED THE DRAWINGS. THE CONTRACTOR REPRESENTS THAT HE HAS FAMILIARIZED HIMSELF WITH THE LOCAL CONDITIONS, VERIFIED ALL FIELD CONDITIONS AND DIMENSIONS, AND CORRELATED HIS OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. l as C PSA p0 W KT ISTING CENTER POST >; : ` II I II II_iii Ii II'Lij ` =WF, w II II'il II II II 1 ... O — \ + 4 cu r, CD ._ N • - . - W Q W z 4-1 CD u W Q W V -- PQ DN: Mp"N6 NNYL cn CD ORIGINAL HOUSE STRUCTURAL A9ENo. s/ 2s4 2 c URAL PLAN CENTER COLUMN REMOVED REPAiR/REBU/LD SDfF7T Tn MATCH FOR REFERENCE 47 Y2 DRAWN BY CHECKED BY EX/SLING AS REO'D FOR CENTER B.H COLUMN REMOVAL AND NEW BEAM 1116"=1' In cm NEW REAR ELEVATION ocLm 7 XP RAW EIEMI[IY FEMP. WAV DOW orrsEr 9W. EGLILo ® PROVIDE SUPPORT IWIackrr %i i zD e M $A- aP Ano I Sam (AUM. WAUS' Rr sffiw-nor w) COLUMN (AND BOLT INTO BUCKET) NOTCH GLB TO RT 73MC 57M S INTO BUCKET AND BOLT W1 1112' I ON' o.c. ro 2X AWLER ?; W/ 3/4' BOLTS — ... ......................................... FLAT HDR -BRG) I It1,l. v ` j ... j .; I 3✓ ................_ `._../......! .. w. 5. , /8" X ._ 16 1120 GLB / / ..... ..............._ -,. ...._ (TOP ® 12'-1' / -``. ----- — SW48X10-4 ' _ I S DIST. BEAM BUCKET SHOULD +I WORK FOR NEW BEAM (IT WAS SET FOR THE 16.1/2" SIDE GLB DEPTH AND PADDED I UP WITH HIGH BOLTS GOING TO EXIST. 6X10 BEAM) VERIFY BUCKET.BOL7S - MIN 4-3/4" BOLTS INTO NEW GLB — AND MODIFY AS NECESSARY I —NEW LOWER BOLT HOLES MAY NEED TO BE DRILLED — CONTACT ENGINEER WHERE DISCREPANCY OCCURS AFTER S7UCC0 IS REMOVED EXISTING PARTIAL ROOF FRAMING PLAN NEW PARTIAL ROOF FRAMING PLAN j a) SCALE: 114' =1'-0' SCALE 114' =1'-0' a' C cn Lu U = c_ 4-.3 .. _ Cu N O Cu Lo LO Q m N Ile i O ulm ro 3 RE cn cnl r, 0 EXISTING REAR ELEVATION REMOVE CENTER COLUMN cu 0 E cu L cD SCALE: 1/4'= 1'-0" m J n o _ - A w O 7 ROOF FRAMING NOTES A: GENERAL 1. IT SWL BE THE CONMCIDRS REb1°ONSI6fW ro VERIFY ALL GV= DIIIDIISAQMS aMnONS AND CaAIDIDIDIVS AT THE" SITE PRIOR TO &WING AND COMAIL7CM G CONSiRU1770N. CROSS CHECK ALL DETAILS AND DINVY TONS SHOWN ON THE STRUCT ML DRAWINGS WITH RELATED REQUIREMENTS ON THE ARGIIIEVUNAL. ELEVTRIGAL, MEDANM AND OWL DRAWM,S AND AW" RE DVNEER AND THE ARC#TI T OF ANY SES PRroR TO STARTING WORK 2 ETM.EPT WHERE NOW SiR1N W REQUIREIWM ARE NOTED OR SHOWN IN THE PLANS OR SPECT XA7XN.% ALL PHASES OF WOM MAAtSW AND U47ERALS SHALL CONFORM ro THE RfgWREMEMT OF THIS f/MFORM BULLING COQE; LATEST ALNx1►OW.AS WELL AS ALL APPLIGIBLE SPATE AND LOCAL ORDNANCET AS ADOPTED BY RM- CONMOUING A49W CAONL < < . .I 17E COMRACT DVLIW/NCS REIDA f THE FNISHED STRUCTURE AND DO NOT W07r THE METHOD OF CWA57RUCTIDM THE S7RUG7URE SHOWN AN IH£5E DRAMW is SIRUCTEPAUY SOLID ONLY M THE COMPLETED FORM. GENERAL COWT9010OR SHALL PROVIDE ALL MEASURES NECESSARY M PROTECT THE STRUCiTA4E; WCMKAIEAL AND OTHER FIERSOIVS DUIL'NG AONSTRUCROAI. suCH MEAROMS M' aUO& BUT AIZF NOT LWIED TDr BRACW, SHORYAG FOR OONI MX7ON EQLAPMOVT. AND SHORING FOR AIE S7ROC7URB 4. M Aro OUr SWI DIM0VSA0NS BE SNM FROM DRAIWAGS AAD/7R DEFAM ANY DWREPMICIET SUMMIT 'STRUCTURAL ENGINEERING FOUND WITHIN 7HM' CaVMCr MMM SHALL BE BRO(KUC IT TO THE ATTDVTOIN OF THE ARaffIRT AND ETGMGNEER FOR CLARlFIGAMV PROM TO PROCEEDING ANY WORK M BALLED PRIOR ro NVD/A4 M QONFIX7 WH SUCH CLAII M77ON SHALL BE CORRECTED BY THE CONMCIOR AT HS IXPENSE AND AT NO ADOUDVAL COST TO THE OWNER S 77E PRECIS£ LMAIOVS 6 AND LOCATIONS OF ALL DOOR AND WINDOW WDOGS, AVIMW AND DMW AND FNP NAGS RE°LxR EDFOOR M.+L, aFROM 1W A RE METOR S 902 B"COLT WAY swu LTE wm FRIOM MW DR4W1NCSr EQ WDff DAT& ETI. AS REOUIPED Q FLOOR AND WALL OIFFAINc% SLEEVES, IARATOMS M STRUCTURAL SLAB aETOAn=O DEPREssm Pa BOX 26018 " 71 - 6+ AR£Ag AND ALL OTHER ARC!•91ECR1RA4 MECNANA^AL. EZECIRr.M„ AND/OR CIVIL Rf RQlEMS MUST BE COamlI w BEFORE THE CONTRACTOR PRIOCEMS WITH caysTR()C7m ' PANTRY 7. THE snWTURAL DMININGS SHALL BE USED M CaIAX MCIIDN AND CoaWMWN WITH McCALL, ID 83638 ............, A4L I7EL7UA 4 LTV)L. MECMNICAL• ELEL7RGAL, PLUYBMC AND FME SPPoNKLER DRIW7NG£ THE CONITR = IS RESPOW.SIBLE FOR THE C00R MWN OF ALL WORK NCXUDING THAT 18' WIDE X 24" DEEP 24' SO. CONC. OF 1W (208) 634-8148 GRADE BEAM W17H 2•- 5 I a M ALL CUM WHERE A Cd Rff MY OC W SUM AS WnflMV RE1/S MIGYUDED AN THE E11 ON PAD I SPEPEanC DFIA w° E & ON WE °I BE OR eETwtEEH WILL AL NOTES AN° 634 6395 FAXTOP AND BOTTOM AND► , 3 W 4 REBAR PANTRY T sHULc NO iWD Wnt ,tN>E> PR£r THE NIpVTTIES ® 18" O.C.24" SO. CONC KITCHEN ® 12' O.C. ERIN 9, ALL ,MM?WS SIFOU BE FURIVMED AS SHOWN HD M LIN[M ALTERIWTET ARE APPROVED(208) ERECTION PAD AT BOTTOM Z N WR19MG BY 7W ARc r, ONE? AND snW7UPAL D ONaN OF REM O. W/ 14 REBAR f D fa NVY RffERE m To TH£ W'DIRDS APPRDv% OR APPRm M THESE DO=ms SHALL BE ® 12" 0. C. E/W _ _ — — — To HSM C10R?? OF MY LmL TNG 7H T MATES AT BOTTOM a4 LABOR S1 fCM7DV.. Q ET --- 9r f6' % 11. WHERE A DETA14 SEL'ADN OR N07E IS SHOWN FOR LAME MaTI MK /T SHALL APPLY FOR ALL LOPE P4 i BAR I I • ' OR SIMILAR CONDI M UNLESS NIOIED o1HERW1S£ pial OIETALS MARAID i'YP'CALN SHALL f , APPLY M ALL CASES UNLESS S%rffrAUY IVDV70 OTHEJ W.. WHERE NO SI`MX ATX IS 7p 14 SHOWN, THE FRAMING OR CONSTRUCTION 9AU BE IDENTCAL OR SIMILAR MR LIKE CASES OF _. . CGW57RUC/M7Nl. "y 12. Ca4AVECAANS OF ALL RENS SUI`MM D BY THE SIRUC ff ARE THE RLSPON99LV OF THE i DbYSPUNU WHO MAKE METE ATTACHMENTS RENEW AND COORDINATE ALL THE REQUIREMENTS _ E M THE ARCH#M= PRaELT SPECMXi WN AS APPLMABLE Q U ' ; ' r I I 1.I IT SHALL BE THE RESADAISIBIL TTY OF THE CYJNM4CMR 70 LOCATE ALL p175TTNG tflXff S WHETHER . S IN 6 1 I / MDOi1TED ON THE COMRACT DRAWING OR NOT70, AND PROTECT INEM FROM DAMAGE REPAIR PL I __.. _ ..._ _ ... f I AND REa(ENT OF SND WI7 W SHALL BE AT THE E7D'EIVSE CF THE cavi LA m. f /02 14. VHTRAJIGNAL &-= OF AIEL7AAlICAL AND/OR ANY OTHER fWApMIIEM HAVE NOT BEEN C17WS/DERED ...,,..uz...-.,...,- ,...:..-....,r-:r. .... , '-."a:.<.•.....r-,.....+....,.,...,.;,:x-.nz:...,.;-.-.... rs-r w;:.s•.+ ..,. ..,.w+: _ "n..,.e+.. .,...n.. f L. -. ..Nww..•._: +►.....+r .sw en rBY PE sn UC7 M-89WEM . ... Y r,Naww.. / \.w.. •.s .•.,. ,....y 24 WIDE X 3D' DEEP 11 UNEM NOU OlHLRW7Sl~ ELEVATIONS SHOWN ON THE STRUCTURAL MMMS ARE TO 7W TOP`• _......____..........._....__.......__._._............_....__... .. OF BEAMS AND FDUNLVATMa M BEAMS DEN07ED AS UW' HAVE 7W 70P OF BEM/ AT TIE cp GRADE BEAM WITH 4-15 HMI ff OF THE 70P PLATE: BEMIS DENOTED AS 7 Mr HAVE THE BOTTt7W OF MM AT TOP AND BO TTO i3 THE muff or rw 1Dw PUT& uMa Q 24 WIDE X 3D" DEEP LIES ® l8" D. OF 11 THE OEM% ADEQVLICYAND SAFETY OF M770N B4AC'IAM, SHnaPllvc 7EMPq AR1' SLA`P0= EM, 6 7W SOLE RE LA'UTY OF THE QONIRAOM AND HAS NOT BEEN CDNSIDIM BY nE STRUCIURAL GRADE BEAM WITH 4-51 GRADE BEAM T -1 ' ETA THE CANnMCTTM HS RE93DNS1M FOR THE STA91/7Y OF THM' STRUCTURE PRIOR 7O 7HE TOP AND BOTTOM AND JJ A OF ALL SWAN WUL% ROOF AND R R DAPHRA AND HTN M HE sHac I S PROVIDE CLEARANCE FOR r1 LM7S SM BY PRIOR70nM > NOT m A TIES ®18" O.C. 2' SUNKEN BAR. VSW ABOVE OF. WE I COVERED 24" WIDE X 30" DEEP GREAT TERRACEI GRADE BEAM WITH 4-15 ROOM 12'-0" CL'G. TOP AND BOTTOM AND I3 M: WOOD FRAMING REMOVE CENTER COLUMN/POST '; T 31 TIES ® 18` O.C. I. ALL FRAMMG SHALL CW7Mill TO 77E GROIDES AS SET BY THE W.GLLa OR wwPA, AND THE LAw aaa AND NAwmL DEsm 9°ECIFTCA11aV N.D.S ALL LUMBER SHALL BEAR THE GRADIS Q _ STAMP OF AN APPROVED TESDAG AGONCY, DZEPT DIPOSM LWM? AT VISIBLE AREAS 18" WIDE X 24" DEEP0 2 ALL CAMBER USMFDR STRIACTM PURPOSES SHALL BE' DOUGUS Fn LXNST RET20N, GRAM NDTF EXISA'NG EREC77ON PAD FOOTINGS M ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU. ALL LUMBER SHALL BE 199 MO GRADE BEAM W/7H 2-15 LETS THAN lSW CONTENT OF ALL LONISTRUCMV. ARE ADEQUATE 10 SUPPORT THE ADD/T/ONAL ' LOAD FROM THE LONGER SPAN GLUEZAM TOP AND BOTTOM AND I3 6'I , ,I MLW N= 0770W SE; THE M000M GRADE SHALL BE AS FOLLOWS TIES ® 18" O.C. HAaRIznN X FRAWNG MEMBERS (XISTS AND BEMIS) 30" SO. CONC, 2XIO OR SMALLER of ig 2 EREC77ON PAD 012OR IARr R aF f 1 W/ 14 REBAR N D.F. /1 ® 12' D C E1W VERIIGIL FILAMA'NG MWD?S ( M AND POSTS) Q, 2X `L AT BOTTOM 2x6 SIAN15 7 OR SW GR"QROf ESS/pl,, _ D.F. f2 "9l 46X8 RIOR iARGER DD,F if P N 2x TE 2r ATAF STANDAATD GRADE No. C054193 ?X raw PLATF,/5T1LE AUIE aF. STANCAM GRADE EX 12 31 SHEAR BLOcnw aF STANLIARD W" Up. NON-STRUCTURAL BLOOM AND BRIDGING URRY 4 PLT11C) VE ASSOCA 0 AT IAS of FLOOR AM "THING NG To oETNES FIEiD-CLUNG 1Wt701D f9lF c V 1 -\ 2' S F CAI. ro WOOD FHLAMRNG ADHM5IVET SHALL MEET WE REQUIREMaViS FDR WET- ctiNDlnoN► SERrIGE 14' SW48X10-4 J: GW-LMBEAMS THIS DOCUMENT HAS BEEN PREPARED TO DESCRIBE 1 -6 k G8 1. CELE [AANM70 LIAM SFNLL BE OFA CaVBMTXW AS ESTAaLwa BY IHf AMERxW PROPOSED AND/OR NEW WORK AND DOES NOT 3O" SQ. CONC. 06711 ITE OF 7WBER CON57RUCTVAH, AND IARX ATED BY A LICENSED F7ABR11AIDIR M ACCARDANCE NECESSARILY REPRESENT AS BUILT OR EXISTING WITH AM 117, AND PRODUCT STAND4RDS PS56. CONDITIONS. THE ENGINEER DOES NOT WARRANT, IN ANY PAD W/ 1'4 REBAR STAPLE SPAN BM SHALL BE COMIBAMWN 24F -V4, DFITIF NOT,BEiRESPONSIBLE FOR ANY FORMATION AND SHALL 24WIDE X 30` DEEP ®12- DISCREPANCY BETWEEN " D.C.OE/W 2 GRADE BEATHIS DOCUMENT AND THE EXISTING CONDITIONS. M' WITH 4-15 AT BOTTOM .I CANTILEVER AND OR CaVRM)OUS SEARS SM i BE COMBMWN 24F ra DF/ON TOP AND BOTTOM AND I3 4. SHOP DMIOIMGS SHALL BE SUBMl7TED FOR REVIEW AND APPROVAL PRIOR ro FABRMATHOM AS INSTRUMENTS OF SERVICE, ALL DRAWINGS, . 77ES 0 18" CC APPROVED INSPECTION CERRH7G'ATES SHALL BE SUBM 770 PRIOR 70 ERECTKN. THE AGn-7IDN SPECIFICATIONS, ELECTRONIC MEDIA, AND ANY COPIES CERTIFUTET SHALL OnWE 71E QUALRY CONTROIL #j&%L7roN 04TA THEREOF FURNISHED ARE PROPERTY OF THE ENGINEER. S LxU-[MI BEAMS SHNL CONFORM TO AND BE MARKED ANSI/MTC STANDARD Alga I ARID F/Ew THEY ARE TO BE USED ONLY FOR THIS PROJECT AND MSPECroR SHALL BE PROVIDED WITH AN APPROVED 'CERTTfTG TOV of NVSPEC W , ARE NOT TO BE USED IN WHOLE, OR IN PART FOR ANY OTHER PURPOSE. THIS DOCUMENT IS NOT TO It AWME STAMARD CAMBER UNLESS NOW OIHMRWISE ON PUN. REPRODUCED AND/OR MODIFIED IN ANY WAY, NOR SHALL 7 REFI. CUTS NOT ALLOM£D LmM DETALM ON L1MWAM ANY REPRODUCTION OF THIS DOCUMENT BE MODIFIED WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER. It MDIVIDUAL LAAffMnONS SHALL NOT DUO 2 INCHES M NET p#aWW GENERAL CONDITIONS OF THE CONTRACT FOR 9. AWTURIF CONTENT SHALL BE FROM 7X ro 12X CONSTRUCTION ARE PART OF THE CONTRACT DOCUMEN EXISTING PARTIAL F O U N DAT 1 O N PLAN 1a LAAIMMED BEMHS SHALL MELT THE FDLLowAG MINIMUM REWREMEMS AND DESCRIBE USE AND INTENT OF THE DRAWINGS. THE CONTRACT DOCUMENTS INCLUDE NOT ONLY THE RpCLLRAL STRESS Fb = 2400 P9 DRAWINGS, BUT ALSO THE OWNER -CONTRACTOR 1EIVSHON PARALLEL ro am AGREEMENT, CONDITIONS OF THE CONTRACT, SCALE:114'= 1'-0" COMPRESSM PARALLEL 70 GMN F - 1 50 SPECIFICATIONS, ADDENDA, AND MODIFICATIONS ISSUED HOR20NTAL SHEAR P09MO/000R 7D W70E FACE Fv - 165 F5/ AFTER EXECUTION OF THE CONTRACT. MODl2(4SOF = E ` 1'8 6 P£R,°£IW7Vl RAR TO LRAM BY USE OF THIS DRAWING AS PART OF THE CONTRACT ..LbMf'RESACw BJH 7EIV57IDN FACE Fc 450 PSI DOCUMENTS THE OWNER REPRESENTS THAT HE HAS COMPRESSION FACE Fc _ 3B5 PS REVIEWED AND APPROVED THE DRAWINGS. THE CONTRACTOR REPRESENTS THAT HE HAS FAMILIARIZED HIMSELF WITH THE LOCAL CONDITIONS, VERIFIED ALL FIELD CONDITIONS AND DIMENSIONS, AND CORRELATED HIS OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. l as C PSA p0 W KT ISTING CENTER POST >; : ` II I II II_iii Ii II'Lij ` =WF, w II II'il II II II 1 ... O — \ + 4 cu r, CD ._ N • - . - W Q W z 4-1 CD u W Q W V -- PQ DN: Mp"N6 NNYL cn CD ORIGINAL HOUSE STRUCTURAL A9ENo. s/ 2s4 2 c URAL PLAN CENTER COLUMN REMOVED REPAiR/REBU/LD SDfF7T Tn MATCH FOR REFERENCE 47 Y2 DRAWN BY CHECKED BY EX/SLING AS REO'D FOR CENTER B.H COLUMN REMOVAL AND NEW BEAM 1116"=1' In cm NEW REAR ELEVATION PROVIDE SUPPORT FOR THE NEW 5.1/8 X.18 GLB I W/ THE 6X6 POST W/ ECC, BUT RUN LONG INTO THE D(IS77NG BEAM BUCKET ON THE STEEL COLUMN (AND BOLT INTO BUCKET) I NOTCH THE BOTTOM OF BEAM AS NECESSARY 70 ENABLE I DEEPER BEAM TO ENTER D(IST/NG BUCKET. SEE DETAIL "A" ABOVE. — ... ......................................... FLAT HDR -BRG) I It1,l. v ` j ... j .; I 3✓ ................_ `._../......! .. w. 5. , /8" X ._ 16 1120 GLB / / ..... ..............._ -,. ...._ (TOP ® 12'-1' / -``. ----- — SW48X10-4 ' _ I S DIST. BEAM BUCKET SHOULD +I WORK FOR NEW BEAM (IT WAS SET FOR THE 16.1/2" SIDE GLB DEPTH AND PADDED I UP WITH HIGH BOLTS GOING TO EXIST. 6X10 BEAM) VERIFY BUCKET.BOL7S - MIN 4-3/4" BOLTS INTO NEW GLB — AND MODIFY AS NECESSARY I —NEW LOWER BOLT HOLES MAY NEED TO BE DRILLED — CONTACT ENGINEER WHERE DISCREPANCY OCCURS AFTER S7UCC0 IS REMOVED EXISTING PARTIAL ROOF FRAMING PLAN NEW PARTIAL ROOF FRAMING PLAN j a) SCALE: 114' =1'-0' SCALE 114' =1'-0' a' C cn Lu U = c_ 4-.3 .. _ Cu N O Cu Lo LO Q m N Ile i O ulm ro 3 RE cn cnl r, 0 EXISTING REAR ELEVATION REMOVE CENTER COLUMN cu 0 E cu L cD SCALE: 1/4'= 1'-0" m J n o _ - A w O 7 ROOF FRAMING NOTES A: GENERAL 1. IT SWL BE THE CONMCIDRS REb1°ONSI6fW ro VERIFY ALL GV= DIIIDIISAQMS aMnONS AND CaAIDIDIDIVS AT THE" SITE PRIOR TO &WING AND COMAIL7CM G CONSiRU1770N. CROSS CHECK ALL DETAILS AND DINVY TONS SHOWN ON THE STRUCT ML DRAWINGS WITH RELATED REQUIREMENTS ON THE ARGIIIEVUNAL. ELEVTRIGAL, MEDANM AND OWL DRAWM,S AND AW" RE DVNEER AND THE ARC#TI T OF ANY SES PRroR TO STARTING WORK 2 ETM.EPT WHERE NOW SiR1N W REQUIREIWM ARE NOTED OR SHOWN IN THE PLANS OR SPECT XA7XN.% ALL PHASES OF WOM MAAtSW AND U47ERALS SHALL CONFORM ro THE RfgWREMEMT OF THIS f/MFORM BULLING COQE; LATEST ALNx1►OW.AS WELL AS ALL APPLIGIBLE SPATE AND LOCAL ORDNANCET AS ADOPTED BY RM- CONMOUING A49W CAONL < < . .I 17E COMRACT DVLIW/NCS REIDA f THE FNISHED STRUCTURE AND DO NOT W07r THE METHOD OF CWA57RUCTIDM THE S7RUG7URE SHOWN AN IH£5E DRAMW is SIRUCTEPAUY SOLID ONLY M THE COMPLETED FORM. GENERAL COWT9010OR SHALL PROVIDE ALL MEASURES NECESSARY M PROTECT THE STRUCiTA4E; WCMKAIEAL AND OTHER FIERSOIVS DUIL'NG AONSTRUCROAI. suCH MEAROMS M' aUO& BUT AIZF NOT LWIED TDr BRACW, SHORYAG FOR OONI MX7ON EQLAPMOVT. AND SHORING FOR AIE S7ROC7URB 4. M Aro OUr SWI DIM0VSA0NS BE SNM FROM DRAIWAGS AAD/7R DEFAM ANY DWREPMICIET SUMMIT 'STRUCTURAL ENGINEERING FOUND WITHIN 7HM' CaVMCr MMM SHALL BE BRO(KUC IT TO THE ATTDVTOIN OF THE ARaffIRT AND ETGMGNEER FOR CLARlFIGAMV PROM TO PROCEEDING ANY WORK M BALLED PRIOR ro NVD/A4 M QONFIX7 WH SUCH CLAII M77ON SHALL BE CORRECTED BY THE CONMCIOR AT HS IXPENSE AND AT NO ADOUDVAL COST TO THE OWNER S 77E PRECIS£ LMAIOVS 6 AND LOCATIONS OF ALL DOOR AND WINDOW WDOGS, AVIMW AND DMW AND FNP NAGS RE°LxR EDFOOR M.+L, aFROM 1W A RE METOR S 902 B"COLT WAY swu LTE wm FRIOM MW DR4W1NCSr EQ WDff DAT& ETI. AS REOUIPED Q FLOOR AND WALL OIFFAINc% SLEEVES, IARATOMS M STRUCTURAL SLAB aETOAn=O DEPREssm Pa BOX 26018 " 71 - 6+ AR£Ag AND ALL OTHER ARC!•91ECR1RA4 MECNANA^AL. EZECIRr.M„ AND/OR CIVIL Rf RQlEMS MUST BE COamlI w BEFORE THE CONTRACTOR PRIOCEMS WITH caysTR()C7m ' PANTRY 7. THE snWTURAL DMININGS SHALL BE USED M CaIAX MCIIDN AND CoaWMWN WITH McCALL, ID 83638 ............, A4L I7EL7UA 4 LTV)L. MECMNICAL• ELEL7RGAL, PLUYBMC AND FME SPPoNKLER DRIW7NG£ THE CONITR = IS RESPOW.SIBLE FOR THE C00R MWN OF ALL WORK NCXUDING THAT 18' WIDE X 24" DEEP 24' SO. CONC. OF 1W (208) 634-8148 GRADE BEAM W17H 2•- 5 I a M ALL CUM WHERE A Cd Rff MY OC W SUM AS WnflMV RE1/S MIGYUDED AN THE E11 ON PAD I SPEPEanC DFIA w° E & ON WE °I BE OR eETwtEEH WILL AL NOTES AN° 634 6395 FAXTOP AND BOTTOM AND► , 3 W 4 REBAR PANTRY T sHULc NO iWD Wnt ,tN>E> PR£r THE NIpVTTIES ® 18" O.C.24" SO. CONC KITCHEN ® 12' O.C. ERIN 9, ALL ,MM?WS SIFOU BE FURIVMED AS SHOWN HD M LIN[M ALTERIWTET ARE APPROVED(208) ERECTION PAD AT BOTTOM Z N WR19MG BY 7W ARc r, ONE? AND snW7UPAL D ONaN OF REM O. W/ 14 REBAR f D fa NVY RffERE m To TH£ W'DIRDS APPRDv% OR APPRm M THESE DO=ms SHALL BE ® 12" 0. C. E/W _ _ — — — To HSM C10R?? OF MY LmL TNG 7H T MATES AT BOTTOM a4 LABOR S1 fCM7DV.. Q ET --- 9r f6' % 11. WHERE A DETA14 SEL'ADN OR N07E IS SHOWN FOR LAME MaTI MK /T SHALL APPLY FOR ALL LOPE P4 i BAR I I • ' OR SIMILAR CONDI M UNLESS NIOIED o1HERW1S£ pial OIETALS MARAID i'YP'CALN SHALL f , APPLY M ALL CASES UNLESS S%rffrAUY IVDV70 OTHEJ W.. WHERE NO SI`MX ATX IS 7p 14 SHOWN, THE FRAMING OR CONSTRUCTION 9AU BE IDENTCAL OR SIMILAR MR LIKE CASES OF _. . CGW57RUC/M7Nl. "y 12. Ca4AVECAANS OF ALL RENS SUI`MM D BY THE SIRUC ff ARE THE RLSPON99LV OF THE i DbYSPUNU WHO MAKE METE ATTACHMENTS RENEW AND COORDINATE ALL THE REQUIREMENTS _ E M THE ARCH#M= PRaELT SPECMXi WN AS APPLMABLE Q U ' ; ' r I I 1.I IT SHALL BE THE RESADAISIBIL TTY OF THE CYJNM4CMR 70 LOCATE ALL p175TTNG tflXff S WHETHER . S IN 6 1 I / MDOi1TED ON THE COMRACT DRAWING OR NOT70, AND PROTECT INEM FROM DAMAGE REPAIR PL I __.. _ ..._ _ ... f I AND REa(ENT OF SND WI7 W SHALL BE AT THE E7D'EIVSE CF THE cavi LA m. f /02 14. VHTRAJIGNAL &-= OF AIEL7AAlICAL AND/OR ANY OTHER fWApMIIEM HAVE NOT BEEN C17WS/DERED ...,,..uz...-.,...,- ,...:..-....,r-:r. .... , '-."a:.<.•.....r-,.....+....,.,...,.;,:x-.nz:...,.;-.-.... rs-r w;:.s•.+ ..,. ..,.w+: _ "n..,.e+.. .,...n.. f L. -. ..Nww..•._: +►.....+r .sw en rBY PE sn UC7 M-89WEM . ... Y r,Naww.. / \.w.. •.s .•.,. ,....y 24 WIDE X 3D' DEEP 11 UNEM NOU OlHLRW7Sl~ ELEVATIONS SHOWN ON THE STRUCTURAL MMMS ARE TO 7W TOP`• _......____..........._....__.......__._._............_....__... .. OF BEAMS AND FDUNLVATMa M BEAMS DEN07ED AS UW' HAVE 7W 70P OF BEM/ AT TIE cp GRADE BEAM WITH 4-15 HMI ff OF THE 70P PLATE: BEMIS DENOTED AS 7 Mr HAVE THE BOTTt7W OF MM AT TOP AND BO TTO i3 THE muff or rw 1Dw PUT& uMa Q 24 WIDE X 3D" DEEP LIES ® l8" D. OF 11 THE OEM% ADEQVLICYAND SAFETY OF M770N B4AC'IAM, SHnaPllvc 7EMPq AR1' SLA`P0= EM, 6 7W SOLE RE LA'UTY OF THE QONIRAOM AND HAS NOT BEEN CDNSIDIM BY nE STRUCIURAL GRADE BEAM WITH 4-51 GRADE BEAM T -1 ' ETA THE CANnMCTTM HS RE93DNS1M FOR THE STA91/7Y OF THM' STRUCTURE PRIOR 7O 7HE TOP AND BOTTOM AND JJ A OF ALL SWAN WUL% ROOF AND R R DAPHRA AND HTN M HE sHac I S PROVIDE CLEARANCE FOR r1 LM7S SM BY PRIOR70nM > NOT m A TIES ®18" O.C. 2' SUNKEN BAR. VSW ABOVE OF. WE I COVERED 24" WIDE X 30" DEEP GREAT TERRACEI GRADE BEAM WITH 4-15 ROOM 12'-0" CL'G. TOP AND BOTTOM AND I3 M: WOOD FRAMING REMOVE CENTER COLUMN/POST '; T 31 TIES ® 18` O.C. I. ALL FRAMMG SHALL CW7Mill TO 77E GROIDES AS SET BY THE W.GLLa OR wwPA, AND THE LAw aaa AND NAwmL DEsm 9°ECIFTCA11aV N.D.S ALL LUMBER SHALL BEAR THE GRADIS Q _ STAMP OF AN APPROVED TESDAG AGONCY, DZEPT DIPOSM LWM? AT VISIBLE AREAS 18" WIDE X 24" DEEP0 2 ALL CAMBER USMFDR STRIACTM PURPOSES SHALL BE' DOUGUS Fn LXNST RET20N, GRAM NDTF EXISA'NG EREC77ON PAD FOOTINGS M ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU. ALL LUMBER SHALL BE 199 MO GRADE BEAM W/7H 2-15 LETS THAN lSW CONTENT OF ALL LONISTRUCMV. ARE ADEQUATE 10 SUPPORT THE ADD/T/ONAL ' LOAD FROM THE LONGER SPAN GLUEZAM TOP AND BOTTOM AND I3 6'I , ,I MLW N= 0770W SE; THE M000M GRADE SHALL BE AS FOLLOWS TIES ® 18" O.C. HAaRIznN X FRAWNG MEMBERS (XISTS AND BEMIS) 30" SO. CONC, 2XIO OR SMALLER of ig 2 EREC77ON PAD 012OR IARr R aF f 1 W/ 14 REBAR N D.F. /1 ® 12' D C E1W VERIIGIL FILAMA'NG MWD?S ( M AND POSTS) Q, 2X `L AT BOTTOM 2x6 SIAN15 7 OR SW GR"QROf ESS/pl,, _ D.F. f2 "9l 46X8 RIOR iARGER DD,F if P N 2x TE 2r ATAF STANDAATD GRADE No. C054193 ?X raw PLATF,/5T1LE AUIE aF. STANCAM GRADE EX 12 31 SHEAR BLOcnw aF STANLIARD W" Up. NON-STRUCTURAL BLOOM AND BRIDGING URRY 4 PLT11C) VE ASSOCA 0 AT IAS of FLOOR AM "THING NG To oETNES FIEiD-CLUNG 1Wt701D f9lF c V 1 -\ 2' S F CAI. ro WOOD FHLAMRNG ADHM5IVET SHALL MEET WE REQUIREMaViS FDR WET- ctiNDlnoN► SERrIGE 14' SW48X10-4 J: GW-LMBEAMS THIS DOCUMENT HAS BEEN PREPARED TO DESCRIBE 1 -6 k G8 1. CELE [AANM70 LIAM SFNLL BE OFA CaVBMTXW AS ESTAaLwa BY IHf AMERxW PROPOSED AND/OR NEW WORK AND DOES NOT 3O" SQ. CONC. 06711 ITE OF 7WBER CON57RUCTVAH, AND IARX ATED BY A LICENSED F7ABR11AIDIR M ACCARDANCE NECESSARILY REPRESENT AS BUILT OR EXISTING WITH AM 117, AND PRODUCT STAND4RDS PS56. CONDITIONS. THE ENGINEER DOES NOT WARRANT, IN ANY PAD W/ 1'4 REBAR STAPLE SPAN BM SHALL BE COMIBAMWN 24F -V4, DFITIF NOT,BEiRESPONSIBLE FOR ANY FORMATION AND SHALL 24WIDE X 30` DEEP ®12- DISCREPANCY BETWEEN " D.C.OE/W 2 GRADE BEATHIS DOCUMENT AND THE EXISTING CONDITIONS. M' WITH 4-15 AT BOTTOM .I CANTILEVER AND OR CaVRM)OUS SEARS SM i BE COMBMWN 24F ra DF/ON TOP AND BOTTOM AND I3 4. SHOP DMIOIMGS SHALL BE SUBMl7TED FOR REVIEW AND APPROVAL PRIOR ro FABRMATHOM AS INSTRUMENTS OF SERVICE, ALL DRAWINGS, . 77ES 0 18" CC APPROVED INSPECTION CERRH7G'ATES SHALL BE SUBM 770 PRIOR 70 ERECTKN. THE AGn-7IDN SPECIFICATIONS, ELECTRONIC MEDIA, AND ANY COPIES CERTIFUTET SHALL OnWE 71E QUALRY CONTROIL #j&%L7roN 04TA THEREOF FURNISHED ARE PROPERTY OF THE ENGINEER. S LxU-[MI BEAMS SHNL CONFORM TO AND BE MARKED ANSI/MTC STANDARD Alga I ARID F/Ew THEY ARE TO BE USED ONLY FOR THIS PROJECT AND MSPECroR SHALL BE PROVIDED WITH AN APPROVED 'CERTTfTG TOV of NVSPEC W , ARE NOT TO BE USED IN WHOLE, OR IN PART FOR ANY OTHER PURPOSE. THIS DOCUMENT IS NOT TO It AWME STAMARD CAMBER UNLESS NOW OIHMRWISE ON PUN. REPRODUCED AND/OR MODIFIED IN ANY WAY, NOR SHALL 7 REFI. CUTS NOT ALLOM£D LmM DETALM ON L1MWAM ANY REPRODUCTION OF THIS DOCUMENT BE MODIFIED WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER. It MDIVIDUAL LAAffMnONS SHALL NOT DUO 2 INCHES M NET p#aWW GENERAL CONDITIONS OF THE CONTRACT FOR 9. AWTURIF CONTENT SHALL BE FROM 7X ro 12X CONSTRUCTION ARE PART OF THE CONTRACT DOCUMEN EXISTING PARTIAL F O U N DAT 1 O N PLAN 1a LAAIMMED BEMHS SHALL MELT THE FDLLowAG MINIMUM REWREMEMS AND DESCRIBE USE AND INTENT OF THE DRAWINGS. THE CONTRACT DOCUMENTS INCLUDE NOT ONLY THE RpCLLRAL STRESS Fb = 2400 P9 DRAWINGS, BUT ALSO THE OWNER -CONTRACTOR 1EIVSHON PARALLEL ro am AGREEMENT, CONDITIONS OF THE CONTRACT, SCALE:114'= 1'-0" COMPRESSM PARALLEL 70 GMN F - 1 50 SPECIFICATIONS, ADDENDA, AND MODIFICATIONS ISSUED HOR20NTAL SHEAR P09MO/000R 7D W70E FACE Fv - 165 F5/ AFTER EXECUTION OF THE CONTRACT. MODl2(4SOF = E ` 1'8 6 P£R,°£IW7Vl RAR TO LRAM BY USE OF THIS DRAWING AS PART OF THE CONTRACT ..LbMf'RESACw BJH 7EIV57IDN FACE Fc 450 PSI DOCUMENTS THE OWNER REPRESENTS THAT HE HAS COMPRESSION FACE Fc _ 3B5 PS REVIEWED AND APPROVED THE DRAWINGS. THE CONTRACTOR REPRESENTS THAT HE HAS FAMILIARIZED HIMSELF WITH THE LOCAL CONDITIONS, VERIFIED ALL FIELD CONDITIONS AND DIMENSIONS, AND CORRELATED HIS OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. l as C PSA p0 W KT ISTING CENTER POST >; : ` II I II II_iii Ii II'Lij ` =WF, w II II'il II II II 1 ... O — \ + 4 cu r, CD ._ N • - . - W Q W z 4-1 CD u W Q W V -- PQ DN: Mp"N6 NNYL cn CD ORIGINAL HOUSE STRUCTURAL A9ENo. s/ 2s4 2 c URAL PLAN CENTER COLUMN REMOVED REPAiR/REBU/LD SDfF7T Tn MATCH FOR REFERENCE 47 Y2 DRAWN BY CHECKED BY EX/SLING AS REO'D FOR CENTER B.H COLUMN REMOVAL AND NEW BEAM 1116"=1' In cm NEW REAR ELEVATION