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Home My WebLink About2426 TOWN GARDEN RD; ; PREV2018-0182; PermitPrint Date: 06/11/2019 Job Address: 2426 Town Garden Rd Permit Type: BLDG-Permit Revision Parcel No: 2132601000 Valuation: $0.00 Occupancy Group: U Dwelling Units: Bedrooms: C"City 0f Carlsbad Work Class: Commercial Permit Revision Status: Lot U: Applied: Reference U: DEV2016-0015 Issued: Construction Type: Permit Finaled: Bathrooms: Inspector: Orig. Plan Check U: CBC2017-0338 Final Plan Check U: Inspection: Permit No: PREV2018-0182 Closed - Finaled 06/29/2018 07/20/2018 06/11/2019 AKrog Project Title: VIASAT BRESSI RANCH CAMPUS Description: VIASAT: (BLDG 14) DEFERRED CURTAIN WALL Applicant: Owner: NIK SPANGLER VIASAT 25255 Vista Murrieta Murrieta, CA 92562-5924 6155 El Camino Real CARLSBAD, CA 92009 Contractor: THE WHITING TURNER CONTRACTING CO 858-792-0600 FEE AMOUNT BUILDING PLAN CHECK ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE $375.00 Total Fees: $410.00 Total Payments To Date: $410.00 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov El Yes ( City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number CRC- Zpt7o33 Plan Revision Number Project Address 2R2, 6 'Th x,,a .) GAIZ-Perz R.V. CAIL6I3AD CA General Scope of Revision/Deferred Submittal: O1TAI \rJPLL DEFEJtP CAL Cs CONTACT INFORMATION: Name t41Y 5ipdGi_ER. Phone 1I- CTio( Fax Address _'2 S ZSc tZSTA ,MR..IErA City_,MtJl&1E1A Zip gzsp EmailAddress t'iIA S L 6ccAL 6LsE (j Original plans prepared by an architec ,pr engineer, revisions must be signed & stamped by that person. 1. Elements revised: 411 Plans Calculations El Soils LI Energy [I Other 2. Describe revisions in detail 3. List page(s) where each revision is shown PEP%oLoo CL-ti' AY6?LCf ()PJ CURTA'tALL Does this revision, in any way, alter the exterior of the project? Does this revision add ANY new floor area(s)? fl Yes Does this revision affect any fire Is this a complete set? €5Signature PT Yes El No 91 No 56 No Date /zz/ig 1635 Faraday Avenue, CarIsbacA 92008 M.760-602-2719 Lax.-760-602-8558 Email: buitding@carlsbadca.gov www.carlsbadca.gov EsGil A SAFEbuittCompany DATE: JULY 10, 2018 U APPLICANT U JUFIS. JURISDICTION: CARLSBAD U PL/N REVIEWER U FILE PLAN CHECK NO.: CBC2017-0338 (REV. _4) - PREV 2018-0182 SET: I PROJECT ADDRESS: 2426 TOWN GARDEN ROAD PROJECT NAME: VIASAT - BUILDING #14 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Li The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. Li The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Li The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. Lii The applicants copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Li The applicants copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. Li EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: CaIvJp4lair Telephone #: 562-833-7322 Date contacted: (by) Email: calvin.leclair(konecranes.com Mail Telephone Fax In Person REMARKS: Curtain wall plans & calculations, a deferred package, are under this permit. By: ALl SADRE, S.E. Enclosures: EsGil 7/03 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2017-0338 (REV. _4) - PREV 2018-0182 JULY 10v 2018 (DO NOT PAY— THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: CBC2017- 0338 (REV. ....4) - PREV 2018-0182 PREPARED BY: ALl SADRE, S.E. DATE: JULY 10, 2018 BUILDING ADDRESS: 2426 TOWN GARDEN ROAD BUILDING OCCUPANCY: B/F-1; II-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) PLAN REVISION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ICB IBY Ordinance I Bldg. Permit Fee by Ordinance j V Plan Check Fee by Ordinance V Type of Review: 0 Complete Review 0 Other 0 Repetitive Fee Repeats 1751 Hourly I EsGil Fee * Based on hourly rate o Structural Only 2.5 Hrs. @ $120.00 I I I $375.00I I $300.00I Comments: Sheet 1 of 1 CRITICAL . STRUCTURES BALANCING ENVIRONMENT AND DESIGN Structural Calculation Package For Design, Connections, and Anchorage of Mullions ViaSat Building 14 2426 Town Garden Road Carlsbad, CA 92009 Job #: 18-706 Date: May 1, 2018 IAIV e, LU C.3 S4204 rn Zo 05/23/2018 Prepared for So Cal Glass, Inc. 1852 Lomita Boulevard, Suite 210 • Lomita, California 90717 Phone: 310-530-3050 • Fax: 310-530-0184 • Web: www.critical-structures.com Project *1i ject Pro Sub ject No. - BALANCING ENVIRONMENT AND DESIGN So Cal Glass - ViaSat Bldg 14 _Date 18-706 Sheet No. Table of Contents and Introduction By 2/8/18 I Rfl Table of Contents Subject Sheet Cover Cover Table of Contents 1 Introduction (Scope) 1 Wind Design Forces 2 Seismic Design Forces 3 Mullions 4 Anchorage 15 Glazing Calculations 17 Mullion Properties 18 Simpson Anchor Selector Output 21 Codes 2016 California Buidmg Code (CBC 2016) Introduction The Scope for this structural calculation submittal is: 1. Adequacy of the mullions and their anchorage. Description of system The system consists of 1/4" & 1" glazing spanning to aluminum mullions by Arcadia, which span to building structure. © Critical Structures, Inc Project So Cal Glass -ViaSat Bldg 14 _Date 2/8/18 CRITICAL STRUCTURES Project No. 18-706 - Sheet No. 2 I Subject Wind Design Forces By RO BALANCING ENVIRONMENT AND DESIGN - Wind DesiEn Force Part 1, Chp. 30 Components and Cladding Forces (ASCE 7-10 Table 30.4-1) p = qh[(GCP) - (GC)] - (ASCE 7-10 Eqn. 30.4-1) Height Above Ground Level z = [ 42 ft Risk Category = II (Str Gen Notes) Ultimate Wind Speed V = [ 110 mph (Str Gen Notes) Wind Directionality Factor Kd = 0.85 (ASCE 7-10 26.7, Table 26.6-1) Exposure Category = L_ci (Sir Gen Notes) Velocity Pressure Coeff K = 1.05 (ASCE 7-10 30.3.2, Table 30.3-1) Topographic Factor K2E = 1 (Str Gen Notes) Internal Pressure Coeff GC 1 = 0.18 Enclosed building (ASCE 7-10 26.11.1, Table 26 11-1) Velocity Pressure qh = 0.00256KZKKdV2 = 27.6 psf (ASCE 7-10 Eqn. 30.3-1) Roof 0 < 100? Yes (ASCE 7-10 Fig. 30.4-1 Note 5) Glazing and Mullion Design Using ASD Load Combinations 3 QJASD = qhASD = 16.6 psf Design Pressure p = qh[(GC,) - (GC)] = (ASCE 7-10 Eqn. 30.4-1) GCp for walls per ASCE 7-10 Figure 30.4-1 The following is a list of presures based on supported wind area: For 10 ft2 -23.9 psf or 17.9 psf Zone 5 -19.4 psf or 17.9 psf Zone 4 For 20 ft2 -22.4 psf or 17.2 psf Zone 5 -18.7 psf or 17.2 psf Zone 4 For 50 ft2 -20.2 psf or 16.0 psf Zone 5 -17.9 psf or 16.0 psf Zone 4 For 100 ft2 -18.7 psf or 15.1 psf Zone 5 -16.4 psf or 15.1 psf Zone 4 For 200 ft2 -17.2 psf or 14.6 psf Zone 5 -16.1 psf or 14.6 psf Zone 4 For 500 ft2 -14.9 psf or 13.4 psf Zone 5 -14.9 psf or 13.4 psf Zone 4 0 Critical Structures, Inc CRITICAL Project STRUCTURES '• BALANCING ENVIRONMEN1 AND DESIGN So Cal Glass - ViaSat Bldg 14 _Date 18-706 - Sheet No Seismic Design Forces __By 1Q/IQ -Th- Weights Glass, 1" glazing Aluminum, 6063-T5, mullions Seismic Design Force TOTAL 7.5 psf 0.5 psf 8.0 psf F = 0.4aS0W ( ( 2L R 1 + h) 7;) (ASCE 7-10 Eqn. 13.3-1) Site Class: D SDS [p.757 IP = (ASCE 7-10 13.1.3) z/h = (1/1) = 1 (assume worst case, top of mullion connection at roof level) a = 1.0 (Exterior Nonstructural Wall Elements and Connections) (ASCE 7-10 Table 13.5-1) = 2.5 (ASCE 7-10 Table 13.5-I) C)o = 2.5 (For Seismic Anchorage Check Only) F = 0.363 W, - Governs Fmax= l.óSDsIPWP = 1.2112 W, F mm = 0.3SDsIPWP = 0.2271 W, Fp ASD = 0.7*0.363Wp = 0.7*0.363*8 psf= 2.03 psf for anchorage, F = 5.09 psf (ASCE 7-10 Eqn 13.3-2) (ASCE 7-10 Eqn 13.3-3) <13.4 psf min.; Wind Design governs <13.4 psf min.; Wind Design governs © Critical Structures, Inc CRITICAL Project So Cal Glass - ViaSat Bldg 14 _Date 2/8/18 . STRUCTURES Project No. Subject 18-706 Mullions - Sheet No. By .4 RO BALANCING ENVIRONMENT AND DESIGN Vertical Mullions Determine worst case conditions (Center Mullions Type El./Sht No. Mullion Location L. ft trib. ft pf 7H606 1/3.00 Center 11.00 3.93 .18.08 8604 1041057 2/3.00 Center 8.33 3.93 18.34 5009 347857 3/3.00 Center 11.00 4.15 18.02 9042 1094044 4/3.00 Center 8.33 4.15 18.30 5268 365862 F7/3.01 Center 11.00 4.65 17.88 10052 1216306 8/3.01 Center 8.33 4.65 18.20 5870 407663 9/3.02 Center 11.00 3.79 18.12 8314 1005964 10/3.02 Center 8.33 3.79 18.37 4838 335950 11/3.02 Center 11.00 4.00 18.06 8743 1057897 11/3.02 Center 11.00 3:13 1.30 6921 837439 12 /3.02 Center 11.00 4.43 17.95 9624 1164549 12/3.02 Center 11.00 3.42 18.22 7534 911607 18/3.04 Center 11.00 2.58 1.45 5757 696537 18/3.04 Door Jamb 11.00 4.48 17.93 9719 1176024 19/3.04 Center 11.00 3.93 18.08 8604 1041057 19/3.04 Door Jamb 11.00 3.13 18.30 6921 837439 20/3.04 Center 11.00 3.93 18.08 8604 1041057 20/3.04 Door Jamb 11.00 3.13 18.30 6921 837439 23/3.05 Door Jamb 11.00 4.29 17.99 9328 1128738 23/3.05 Door Jamb 11.00 3.97 18.07 8689 1051424 OFG 1926 3 / 4.00 Center_ 27.54 4.00 16.39 49734 37725703 1/4.01 Center 27.54 3.88 16.40 48242 36593792 1/4.01 Center 27.54 3.85 16.40 47956 36376881 OFG 1910 [2/4.01 Door Jamb 27.543.08 16.873946129932 Determine worst case conditions (Ed2e Mullions Type El./Sht No. Mullion Location L. ft trib. ft pf TH6ICQC 3/3.00 Corner 11.00 5.95 19.69 14172 1714859 4/3.00 - •Corner 8.33 5.95 20.19 8338 578994 17/3.01 Corner 11.00 6.45 19.53 15237 1843629 8/3.01 Corner 8.33 6.45 20.04 8974 623228 9/3.02 Corner 11.00 4.74 17;85 10248 1239956 10/3.02 Corner 8.33 4.77 18.17 6013 417604 TH607 11/3.02 Jamb 11.00 2.00 18.61 4504 544977 112/3.02 Jamb 11.00 2.21 18.55 4958 599902' 13/3.03 • Jamb 11.00 2:15 18.57 4822 583461 14/3.03 Jamb 8.33 2.15 18.82 2804 194748 0 Critical Structures, Inc CRITICAL Project So Cal Glass -ViaSatBldg 14 _Date 2/8/18 . STRUCTURES BALANCING ENVIRONMENT AND DESIGN Project No. Subject 18-706 - Sheet No. _By 5 Mullions RO TH606 15 / 3.03 Jamb 334837 16/3.03 Jamb 8.33 1.19 19.41 1607 111630 17/3.03 Jamb 8.33 1.19 19.41 1607 111630 OFG 1910 /4.00 Jamb 27.54 2.00 17.76 26948204411 2/4.01 Jamb 1/4.01 Jamb 27.54 27.54 1.74 1.93 17.96 17.82 23774 18033705 26053 19762341 OFG 1945 [3/4.00 Comer 27.543.9018.555482541586814' 2/4.00 2/4.01 Corner Corner 27.54 27.54 3.56 3.25 16.48 16.74 44529 41228 33776911 31273503 Determine worst case conditions (Horizontal Mullions Type El. /_Sht No. Mullion Location Lit trib.ft TH626 3 /3.00 Horizontal 5.52 7.95 8.00 1938 59069 4/3.00 Horizontal 5.52 5.95 8.00 1450 44205 17/3.01 Horizontal 6.52 7.95 8.00 2704 1149621 8/3.01 Horizontal 6.52 5.95 8.00 2023 86033 19/3.04 Horizontal 4.00 7.76 8.00 993 15893 T600 /3.04 Horizontal 6.19 1.94 8.00 593 22119 OPG 1900 1901 [j4.00 Horizontal 4.008.258.001056 16896 0 Critical Structures, Inc , CRITICAL Project So Cal Glass - ViaSat Bldg 14 _Date Project No. 18-706 - Sheet No. STRUCTURES Subject Mullions _By BALANCING ENVIRONMENT AND DESIGN Center Mullions: 2/8/18 6 RO 3.01(Arcadia Part No TH606): 6036-T6 Aluminum A= I 2.1638in2 Wjb = 4.65 ft 7.916in4 L = 11.00 ft Ycg = 2.8357 in E = 10,100 ksi Sxx xx"Ycg 2.792 in3 L1.4247 in4 Bending and Shear Stress Check: W = 83 lb/ft = 17.9 psf*wtrib MwL2/8 = 1257 lb-ft fb = (4*12)/(S*1000) = 5.40 ksi h (in)= 5.63 V0.5wL 457 lbs b(in)= 2.25 fS = V/(A*1000) = 0.81 ksi t(in)=O.lOj (ACAD Massprop) Check Fb A = 2.3*(LbSc/(Cbsqrt(IyJ)))1/2 = Cc = 0.41(Bc/Dc) = Fcy = Bc = Fcy(1+(Fcy/2250)1/2) = Dc = (Bc/10)*(Bc/E)1/2 = Cc = 0.41(Bc/Dc) = Fb = (Mnp(1-(A/Cc))+(ir2EASxc)/Cc3)/(Sxcflb) = = (Aluminum Assn Aluminum Design Manual 2015 ed Chapter F) 28.44 J = 4.07 in4 (AA §F.4.2.3) 78.38 >A (AA §F.4) 25.00 ksi (AA Table A.3.3) 27.64 (AA Table B.4.2) 0.14 (AA Table B.4.2) 78.38 (AA Table B.4.2) 12.96 ksi (AA §F.4) 1.65 (AA F.1) Check F5 (Aluminum Assn Aluminum Design Manual 2015 ed Chapter G) bit = 56.25 Fm = 0.6F/O = 10.91 ksi (AAG.2) A1 = (B5- F)/1.25D5 = 38.73 <bIt A2 = C5/1.25 = 75.65 >b/t (AAG.2) B5 = F,*(1+(F/800)"3) = 18.98 Cs = 0.41(B5/D5) = 94.57 (AA Table B.4.2) D5 = (B5/10)*(B5/E)"2 = 0.08 (AA Table B.4.2) F, = 0.6*F, = 15.00 ksi (AA Table A.3.l) Fs = (Bs-1.25Dsb/t)/flv = 8.00 ksi with C) = 1.65 (AA G.1 &G.2) Stress ratios fb/Fb = 0.42 <1.0 OK 0.10<1.0 OK Interaction (fb/Fb)2 + (f5/FJ2 = 0.18 < 1.0 OK (AA Eq H.3.2) Deflection Check: = 0.7*5wL4/384EI = 0.24 in <Li175 OK (AAMATIR-A11) pane = 0.13 in for worse case glass pane Lpe = 95.38 inches A= Hi 756 <175 OK (ASTM E 1300 Section 5.2.4 criteria for glass edge supports) <0.75 OK (IBC 2403.3) © Critical Structures, Inc . CRITICAL Project So Cal Glass - ViaSat Bldg 14 _Date 2/8/18 Project No. 18-706 Sheet No. 7 - STRUCTURES Subject Mullions -By RO BALANCING ENVIRONMENT AND DESIGN Center Mullions: 3 / 4.00 (Arcadia Part No. OPG 1926): 6036-T6 Aluminum A = Lio in2 Wjb = 4.00 ft 1. 7.3618 in4 L= 27.54 ft Ycg =2.5716ifl E= 10,100 ksi Sxx = 'xx"Ycg = 2.863 in' Iw = I_1.4IIire Bending and Shear Stress Check: W = 661b/ft = 16.4 psf * wtrib M = (Enercaic) = [ _i738lb-ft _______ fb = (M*12)/(S*1000)= 7.29 ksi h(in).06 V = (Enercaic) = L_647j lbs b (in)= 12.25 fS = V/(A*1000) = 1.28 ksi t (in) 0.1O (ACAD Massprop) Check Fb A = 2.3*(LbSc/(Cbsqrt(IyJ)))1/2 = Cc = 0.41(Bc/Dc) Fcy = Bc = Fcy(1+(Fcy/2250)1/2) = Dc = (Bc/ 1 0)*(Bc/E) 1 /2 = Cc = 0.41(Bc/Dc) = Fb = (Mnp(1-(A/Cc))+(t2EASxc)iCc3)/(Sxcflb) = (Aluminum Assn Aluminum Design Manual 2015 ed Chapter F) 46.94 J = 3.55 in4 AAF.4.2.3) 78.38 >A (AA §F.4) 25.00 ksi (AA Table A.3.3) 27.64 (AA Table B.4.2) 0.14 (AA Table B.4.2) 78.38 (AA Table B.4.2) 10.77 ksi (AAF.4) 1.65 (AA F.l) Check F5 (Aluminum Assn Aluminum Design Manual 2015 ed Chapter G) b/t = 50.63 F = 0.0/O = 10.91 ksi (AA §G.2) A1 = (B5 - F)/ 1.25D5 = 38.73 <bIt A2 = C5/1.25 = 75.65 >bit (AAG.2) B. = F*(1+(F5,/800)113) = 18.98 C = 0.41(B5/D5) = 94.57 (AA Table B.4.2) D5 = (B5/10)*(B5iE)12 = 0.08 (AA Table B.4.2) Fsy 0.6*Fw = 15.00 ksi (AA Table A.3.1) Fs = (Bs-1 .25Dsb/t)/flv = 8.35 ksi with Ov = 1.65 (AA §G.1 & G.2) Stress ratios f6/Fb = 0.68 <1.0 OK 0.15<1.0 OK Interaction (fb/Fb)2 + (f5/FJ2 = 0.48 <1.0 OK AA Eq H.3.2) Deflection Check: = (Enercaic) = 0.565 in <L/240 + 1/4" OK (AAMATIR-A11) pane = 0.56 in for worse case glass pane Lpane = 93.75 ifl(hS A= H/ 166 > 175 SEE GLAZING CALC (ASTM E 1300 Section 5.2.4 criteria for glass edge supports) <0.75 OK IBC 2403.3) 0 Critical Structures, Inc CRITICAL Project So Cal Glass - ViaSat Bldg 14 _Date 2/8/18 JF Project No. 18-706 _SheetNo. 8 STRUCTURES Subject Mullions By RO BALANCING ENVIRONMENT AND DESIGN - Center Mullions: 2L4111-(Arcadia Part No. OPG 1910): 6036-T6 Aluminum A 1.9617th2 Wmb = 3.08 ft 8.0879 in4 L= 27.54 ft Yc = L 2.7605 in E = 10,100 ksi S= 1xx'Ycg= 2.930th3 Ljy = 1.9497:in4 Bending and Shear Stress Check: W 52 lb/ft =16.9psf*wtrib M = Enercalc) = 1379lb-ft fb = 1K4*12)/(S*1000) = 5.65 ksi h in 4.50 V = Enercalc) = [ 5131bs b (in)= 2.00 = V/A*1000) = 143 ksi t m=L0 08 (ACAD Massprop) Check Fb (Aluminum Assn Aluminum Design Manual 2015 ed Chapter F) Mnp = ZFcy = 36.52 (AA §F.2) Mnp = 1.5StFty = 109.87 (AAF.2) Fcy = 25.00 ksi (AA Table A.3.3) Fb = Mnpi(Sx/flb) = 7.55 ksi (AA §F.2) 1.65 (AA F.l) Check F5 (Aluminum Assn Aluminum Design Manual 2015 ed Chapter G) b/t = 56.25 F = 0.6F/0 = 10.91 ksi (AA §G.2) A= (B5-F5,)/1.25D, = 38.73 <bit A2 = C5/1.25 = 75.65 >b/t (AAG.2) B5 = F5 *(1+(F5 /800)113) = 18.98 C = 0.41(B5/D5) = 94.57 (AA Table B.4.2) D5 = (B5/10)*(B5/E)"2 = 0.08 (AA Table B.4.2) F, = 0.6*F, = 15.00 ksi (AA Table A.3. 1) Fs = (Bs-1.25Dsb/t)/flv = 8.00 ksi with Ov = 1.65 (AA G.1 &G.2) Stress ratios fb/Fb = 0.75 <1.0 OK f,/F, 0.18<1.0 OK Interaction (fb/Fb)2 + (f/F5)2 = 0.59 <1.0 OK (AA Eq H.3.2) Deflection Check: = (Enercaic) = 0.41 in <Li240 + 1/4" OK (AAMATIR-A11) Apane = 0.23 in for worse case glass pane Lpane = 73.00 inches A= Hi 322 <175 OK (ASTM E 1300 Section 5.2.4 criteria for glass edge supports) <0.75 OK (IBC 2403.3) 0 Critical Structures, Inc CRITICAL Project II STRUCTURES Project No BALANCING ENVIRONMENT AND DESIGN Subject So Cal Glass - ViaSat Bldg 14 _Date 2/8/18 18-706 Sheet No. 9 Mullions By RO Edge Mufflons: /3.01 (Arcadia Part No. TH6ICOO : 6036-T6 Aluminum A= 2.4035in2 Wjb = 6.45 ft 8.8999in4 L= 11.00 ft Ycg = L3.45 E = 10,100 ksi Sxx = 1xx/Ycg = 2.556 iti3 Iyy = L 1.9146in Bending and Shear Stress Check: (ACAD Massprop) W = M = wL2/8 = 126 lb/ft = 19.5 psf * wtrib 1905 lb-ft fb = 4*12)/(S*1000) = V = 0.5wL = 8.94 ksi h(in)=[6J-2 --- 693 lbs b (in)= 2.25 fs = V/(A*1000) = 0.88 ksi t(ifl)=LO.13j Check Fb Aeq = t(E/Fe)1/2 = Fe = (n2E)/(1.6b/t)2 = A1= (Bp -Fcy)/Dp= Bp = Fcy(1+(Fcy/1500)1/2) = Dp = (Bp/10)*Bp/E)1/2 = Cp = 0.41(Bp/Dp) = Mnp/Sx - (Mnp/Sxc - ic2E/Cp2)((Aeq-A1)/(Cp-A1)) = = Fcy = Check F. (Aluminum Assn Aluminum Design Manual 2015 ed Chapter F) 28.80 (AA §B.5) 120.18 Al <Aeq<A2 (AA Table B.5. 1) 77.55 (AA §B.5) 21.63 (AAB.5) 28.23 (AA §B.4.2) 0.15 (AAB.4.2) 77.55 (AA §B.4.2) 14.50 ksi (AA §B.5.5.5) 1.65 (AA §F.1) 25 (AA Table A.3.3) (Aluminum Assn Aluminum Design Manual 2015 ed Chapter G) F = 0.6F/0 = 10.91 ksi (AA §G.2) A2 = C5/1.25 = 75.65 >b/t AAG.2) C = 0.41(B5/Dj = 94.57 AA Table B.4.2) (AA Table B.4.2) (AA Table A.3.1) with ()= 1.65 (AA G.1&G.2) b/t= 50.59 A1 = (Be- F,,)/ 1.25D. = 38.73 <bIt B5 = F,*(1+(F/800)hI'3) = 18.98 D. = (B5/10)*(B5/E)1/2 = 0.08 F y = 0.6*Fw = 15.00 ksi Fs = (Bs-1.25Dsb/t)/flv = 8.35 ksi Stress ratios fb/Fb = 0.62 <1.0 OK 0.10<1.0 OK Interaction (fb/Fb)2 + (f5/FJ2 = 0.39 <1.0 OK Deflection Check: (AA Eq H.3.2) = 0.7*5wL4/384EI = 0.32 in <L/175 OK AAMATIR-A11) Apane = 0.17 in for worse case glass pane Lpane = 95.38 inches A= H/ 561 <175 OK (ASTM E 1300 Section 5.2.4 criteria for glass edge supports) <0.750K (IBC 2403.3) © Critical Structures, Inc -CR ITICAL Project So Cal Glass - ViaSat Bldg 14 - Date Project No. 18-706 Sheet No. STRUCTUR ES Subject Mullions _By BALANCING ENVIRONMENI AND DESIGN Edge Mullions: 2/8/18 10 RO 12 / 3.02 (Arcadia Part No. TH607): 6036-T6 Aluminum A= 6109in2 Wthb = 2.21 ft 5.9234 in4 L= 11.00 ft ycg = [ 2.98:1 in E = 10,100 ksi S,,, = 1xxYcg 1.988 m3 Iw = L f1Im (ACAD Massprop) Bending and Shear StressCheck: W = M = wL2/8 = fb = (M*12)/(S xx *1000) = V0.5wL fS = V/(A*1000) = 41 lb/ft = 18.6 psf * wtrib 620 lb-ft 3.74 ksi h (in)5.63 225 lbs b(in)2.25 0.40 ksi t (in)= [Q.iO Check Fb Aeq = ir(E/Fe)1/2 = Fe = (,t2E)/(1.6b/t)2 = A2=Cp= A1= (Bp -Fcy)/Dp= Bp = Fcy(1+(Fcy/1500)1/2) = Dp = (Bp/10)*(Bp/E)1/2 = Cp = 0.41(Bp/Dp) = Mnp/Sx - (Mnp/Sxc - it2E/Cp2)((Aeq-A1)/(Cp-A1)) = = Fcy = Check F5 bit = 56.25 A1 = (B5- F,)/ 1.25D, = 38.73 <b/t B5 = F,*(1+(F/800)"3) = 18.98 D, = (B5/10)*(B5/E)"2 = 0.08 F y = 0.6*Ft.y = 15.00 ksi Fs = (Bs-1.25Dsb/t)/flv = 8.00 ksi (Aluminum Assn Aluminum Design Manual 2015 ed Chapter F) 36.00 (AA §B.5) 76.92 Al <Aeq < A2 (AA Table B.5. 1) 77.55 (AA §B.5) 21.63 (AAB.5) 28.23 (AA §B.4.2) 0.15 (AAB.4.2) 77.55 (AA §B.4.2) 13.84 ksi (AAB.5.5.5) 1.65 (AA F.1) 25 (AA Table A.3.3) (Aluminum Assn Aluminum Design Manual 2015 ed Chapter G) FSU = 0.6Fm/0v = 10.91 ksi AA §G.2) A2 = C5/1.25 = 75.65 >b/t (AAG.2) C5 = 0.41(B5/D5) = 94.57 (AA Table B.4.2) (AA Table B.4.2) (AA Table A.3.1) with O= 1.65 (AA G.1&G.2) Stress ratios fb/Fb = 0.27 <1.0 OK fslFs = 0.05 <1.0 OK Interaction (fb/Fb)2 + (f5/FJ2 = 0.08 <1.0 OK (AA EqH.3.2) Deflection Check: = 07*5wL4/384E1 = 0.16 in <L/175 OK (AAMA TIR-All) pane = 0.08 in for worse case glass pane Lpane = 95.38 inches A= H/ 1147 <175 OK (ASTM E 1300 Section 5.2.4 criteria for glass edge supports) <0.75 OK (IBC 2403.3) © Critical Structures, Inc CRITICAL Project Project No. STRUCTURES Subject BALANCING ENVIRONMENI AND DESIGN So Cal Glass - ViaSat Bldg 14 - Date 2/8/18 18-706 Sheet No. 11 Mullions By RO Edge Mullions: 15 / 3.03 (Arcadia Part No. TH606) : 6036-T6 Aluminum 2.1638in2 Wmb = 1.19 ft 1,0 = 7.916 in L= 11.00 ft Ycg = 2.8357 in E = 10,100 ksi Sxx = 'xx'Ycg = 2.792 in' Lpy = L±4267 in4 (ACAD Massprop) 23 lb/ft = 19.2 psf* wtrib 346 lb-ft 1.49 ksi h (in)=f.63 126 lbs b(in)= V25 0.22 ksi t (in)= (Aluminum Assn Aluminum Design Manual 2015 ed Chapter F) Bending and Shear Stress Check: W = M=wL2/8 = fb = (M*12)/(S*1000) = V0.5wL = V/(A*1000) = Check Fb A = 2.3*(LbSc/(Cbsqrt(IyJ)))1/2 = Cc = 0.41(Bc/Dc) = Fcy = Bc = Fcy(l+(Fcy/2250)1/2) = Dc = (Bc/10)*(Bc/E)1/2 = Cc = 0.41(Bc/Dc) = Fb = (Mnp(l-(A/Cc))+(t2EASxc)/Cc3)/(Sxcflb) = = 28.44 J = 4.07 in4 AA §F.4.2.3) 78.38 >A (AAF.4) 25.00 ksi (AA Table A.3.3) 27.64 (AA Table B.4.2) 0.14 (AA Table B.4.2) 78.38 (AA Table B.4.2) 12.96 ksi (AA §F.4) 1.65 (AA §F. 1) Check F (Aluminum Assn Aluminum Design Manual 2015 ed Chapter G) bit = 56.25 F = 0.6F/ = 10.91 ksi (AA §G.2) IN, = (Bs -F)/l.25D5 = 38.73 <bIt A2 = C5/1.25 = 75.65 >b/t (AA G.2) B5 = F*(1+(F/800)'13) = 18.98 C5 = 0.41(B5/D5) = 94.57 (AA Table B.4.2) D5 = (B5/10)*(B5/E)"2 = 0.08 (AA Table B.4.2) F5 = 0.6*Fr, = 15.00 ksi (AA Table A.3.1) Fs = (Bs-1 .25Dsb/t)/flv = 8.00 ksi with C) = 1.65 (AA §G. 1 & G.2) Stress ratios fb/Fb= 0.11 <1.0 OK fslFs = 0.03 <1.0 OK Interaction (fb/Fb)2 + (f5/FJ2 = 0.01 <1.0 OK (AA EqH.3.2) Deflection Check: = 0.7*5wL4/384EIx = 0.07 in <L/175 OK AAMATIRAI1) Apane = 0.03 in for worse case glass pane Lpane = 95.38 inches A= Hi 2747 <175 OK (ASTM E 1300 Section 5.2.4 criteria for glass edge supports) <0.75 OK (IBC 2403.3) 0 Critical Structures, Inc CRITICAL Project Project No. STRUCTURES Subject BALANCING ENVIRONMENT AND DESIGN So Cal Glass - ViaSat Bldg 14 _Date 2/8/18 18-706 Sheet No. 12 Mullions By RO Edge Mullions: 3 / 4.00 (Arcadia Part No. OPG 1910): 6036-T6 Aluminum A 1.9617th2 W,j= 2.00 ft 8.08794n4 L= 27.54 ft Ycg L 2.7605in E= 10,100 ksi Sxx = 1xx'Ycg = 2.930m3 Iyy =I 1.94974fl4 Bendin2 and Shear Stress Check: (ACAD Massprop) W 361b/ft = 17.8p5f*wtrib M =Enerca1c) = 943 jib-ft fb =M*l2)/(S,*l000)= 3.86 ksi hm= 4.50 V = Enerca1c) = L 351 lbs b (m)= 2.00 f. = V/A* 1000) = 0.98 ksi t (m= 0.08 Check Fb (Aluminum Assn Aluminum Design Manual 2015 ed Chapter F) Mnp = ZFcy = 36.52 (AA §F.2) Mnp= 1.5StFty= 109.87 (AA F.2) Fcy = 25.00 ksi (AA Table A.3.3) Fb = Mnp/(Sx/flb) = 7.55 ksi (AA §F.2) 1.65 (AA F.l) Check F8 (Aluminum Assn Aluminum Design Manual 2015 ed Chapter G) bit = 56.25 F. = 0.6F/O = 10.91 ksi (AA §G.2) A1 = (B8- F,)/ 1.25D8 = 38.73 <bit A2 = C8/1.25 = 75.65 >b/t (AAG.2) B8 = F*(1+(F/800)"3) = 18.98 C8 = 0.41(B8/D8) = 94.57 (AA Table B.4.2) D. = (B8/10)*(B8/E)h"2 = 0.08 (AA Table B.4.2) F, = 0.6*F, = 15.00 ksi (AA Table A.3.l) Fs = (Bs-1.25Dsb/t)/flv = 8.00 ksi with = 1.65 (AA G.1 &G.2) Stress ratios fb/Fb= 0.51<1.0 OK f8iF8 = 0.12<1.0 OK Interaction (fb/Fb)2 + (f8/F8)2 = 0.28 <1.0 OK (AA EqH.3.2) Deflection Check: = (Enercaic) = 0.28 in <L/240 + 1/4" OK (AAMA TIR-All) Apane = 0.29 in for worse case glass pane Lpane = 95.38 inches A= Hi 326 <175 OK (ASTM E 1300 Section 5.2.4 criteria for glass edge supports) <0.75 OK (IBC 2403.3) 0 Critical Structures, Inc CRITICAL Project So Cal Glass - ViaSat Bldg 14 _Date STRUCTURES BALANCING ENViRONMENT AND DESIGN Project No. Subject 18-706 - Sheet No. By Mullions 2/8/18 13 RO Edge Mufflons: 3 / 4.00 (Arcadia Part No. OPG 1945): 6036-T6 Aluminum A = - is j 2 Wtnb = 3.90 ft I, 13.431 in L = 27.54 ft Ycg 3.9317, in E= 10,100 ksi Sxx IX.IYCA 3.416 in3 1W. = I Bending and Shear Stress Check: (ACAD Massprop) W = 72 lb/ft = 18.6 psf*wtrib M = (Enercaic) = I i922 lb-ft El fb = (M*12)/(S*1000) = 6.75 ksi h (in)= V = (Enercaic) = I T11bs b (in) = V/(A*1000) = 0.79 ksi t (in)= Check Fb Aeq = ir(E/Fe)1/2 Fe = (it2E)/(1.6b/t)2 = A1= (Bp -Fcy)/Dp= Bp = Fcy(1+(Fcy/1500)1/2) = Dp = (Bp/10)*(Bp/E)1/2 = Cp = 0.41(Bp/Dp) = Mnp/Sx - (Mnp/Sxc - t2E/Cp2)((Aeq-A1)/(Cp-A1)) = = Fcy= Check F5 (Aluminum Assn Aluminum Design Manual 2015 ed Chapter F) 38.40 AA §8.5) 67.60 Xl <Aeq < A2 (AA Table B.5. 1) 77.55 (AA §B.5) 21.63 (AAB.5) 28.23 (AA §B.4.2) 0.15 (AA §B.4.2) 77.55 (AA §B.4.2) 13.62 ksi (AAB.5.5.5) 1.65 (AA F.l) 25 (AA Table A.3.3) (Aluminum Assn Aluminum Design Manual 2015 ed Chapter G) FSU = 0.6Fm/c v = 10.91 ksi (AA §G.2) A2 = C5/1.25 = 75.65 >b/t (AA §G.2) C = 0.41(B5/Dj = 94.57 AA Table B.4.2) (AA Table B.4.2) (AA Table A.3.1) with Q = 1.65 (AA §G.1 & 0.2) blt= 57.98 A1 = (B5- F,)/ 1.251), = 38.73 <bIt B. = F*(1+(F/800)113) = 18.98 D5 = (B5/10)*(B5/E)''2 = 0.08 F, = 0.6*F1 = 15.00 ksi Fs = (Bs-1.25Dsb/t)/flv = 7.89 ksi Stress ratios fb/Fb = 0.50 <1.0 OK 0.10<1.0 OK Interaction (fb/Fb)2 + (f5/FJ2 = 0.26 < 1.0 OK (AA EqH.3.2) Deflection Check: _______ = (Enercaic) = L0.57in pane = 0.34 in for worse case glass pane A= H/ 275 <175 OK <0.750K <L/240 + 1/4" OK (AAMA Tm-All) Lpane = 93.75 inches (ASTM E 1300 Section 5.2.4 criteria for glass edge supports) (IBC 2403.3) © Critical Structures, Inc I1 CRITICAL Project Project No. ('STRUCTURES Subject BALANCING ENVIRONMENT AND DESIGN Horizontal Mullions: So Cal Glass - ViaSat Bldg 14 _Date 5/1/18 18-706 Sheet No. 14 Mullions By RO 3.01 (Arcadia Part No. TH626): 6036-T6 Aluminum A = 1.7075 ix? Wmb = 7.92 ft 1.= 1.3642 in4 L = 6.52 ft 1.125m E = 10,100ksi S, = 1xx"Ycg = 1.213 in3 Total area of glass = 51.62 ft2 P = Glass Area * Weight/2 = 194 lbs (ACAD Massprop) a = 19.563 inches (1/4 point of span, 8" minimum) = Pa(3L2 -4a) / 24E1 = 0.193 inches >0.125 in max. NG Use 1/4" x 2"A36 Steel Stffenerfor deflection <L/360 max. OK 3L300 (Arcadia Part No. TH626): 6036-T6 Aluminum A = 1.7075 in2 Wthb = 795 ft (ACAD Massprop) Ixx = 1.3642 in4 L = 5.52 ft Ycg 1.125 in E = 10,100 kSi S, = 'xx"Ycg = 1.213 in3 Total area of glass = 43.88 ft2 P = Glass Area * Weight/2 = 165 lbs a = 16.563 inches (1/4 point of span, 8" minimum) A= Pa(3L2 - 4a) / 24E1 = 0.099 inches <0.125 in max. OK <L/360 max. OK 18 / 3.04 (Arcadia Part No. T600): 6036-T6 Aluminum A = [1.9375 in2 Wmb = 1.94 ft (ACM) Massprop) 1. 1.432 in4 L= 6.19 ft Ycg = 1 in E= 10,100ksi S 'xx'Ycg = 1.432 in3 Total area of glass = 11.99 ft2 P = Glass Area * Weight/2 = 45 lbs a = 18.563 inches (1/4 point of span, 8" minimum) A= Pa(3L2 - 4a) / 24E1 = 0.036 inches <0.125 in max. OK <L/360 max. OK A= [2.4872 in2 I,,, 1.4203 in Ycg 1.1765in S = 'x,/Ycg = 1.207 in3 Total area of glass = P = Glass Area * Weight/2 = A= Pa(3L2 - 42) / 24E1 W1j = 8.25 ft (ACAD Massprop) L= 4.00 ft E = 10,100ksi 33.00 ft2 124 lbs a = 12 inches (1/4 point of span, 8" minimum) 0.027 inches <0.125 in max. OK <L/360 max. OK 0 Critical Structures, Inc CR ITICAL Project So Cal Glass - ViaSat Bldg 14 Date 2/8/18 STRUCTURES i CTI i D '1I 'J I I V I V Pt LJ Project No. Subject 18-706 Anchorage - Sheet No. By 15 RO BALANCING ENVIRONMENT AND DESIGN - Anchorage into Concrete:Storefront Center V.ax = L 4571 lbs Review in Hilti Anchor Designer software, Factored load on anchors = 457/0.6 = 762 lbs Per Hilti Anchor Designer Software USE _(1)1/4"p_Hilti Titen HD screw anchor at eachsideof verticalmullion with 1-5/8"min. embed..3" min. edge distance, &1-1/2" min. spacing.installation per ICC-ESESR-3027 Edge Vmax = lbs Review in Hilti Anchor Designer software, Factored load on anchors = 225/0.6 = 376 lbs Per Hilti Anchor Designer Software USE (1)1/4"p_Hilti Titen HDscrew anchor at eachsideof vertical mullion with 1-5/8"min. embed..3" min. edge distance. &3" min. spacing, installation per ICC-ESESR-3027 Door V.ax = [ 4T lbs Review in Hilti Anchor Designer software, Factored load on anchors = 442/0.6 = 736 lbs Per Hilti Anchor Designer Software USE (1) _1/4"p_Hilti Titen RD screw anchor at each side of vertical mullion with 1-5/8"min. embed..3" min. edge distance, &3" min. spacing, installation per ICC-ESESR-3027 Anchorage into Concrete: Curtain Wall V. ax = [ 6471 lbs Review in Hilti Anchor Designer software, Factored load on anchors = 647/0.6 = 1078 lbs Per Hilti Anchor Designer Software USE (1)1/4"p_Hilti Titen HD screw anchor at each sideof vertical mullion with 1-5/8"min. embed..3" min. edge distance, _&3" min. spacing, _installation per ICC-ES_ESR-3027 Anchorage into Cold Form Steel Vm 436, lbs D 1.:46 in de =[iiiiililin Through aluminum sill w/ wall thickness 0.1" into 22 ga steel try (2) anchors per side taluminum = 0.1 in tsteel = 22 ga = 0.299 V per anchor = Vmax /4=109 lbs Aluminum: Ftu = 30 ksi Cold Form Steel: F = 58 ksi Pns = 4.2(t = 585 lbs - Governs steel J.J) steel P,15 =2.7*ta1uminum *A*Faluminum = 1749.6 lbs (AISI E4.3) P 5 =2.7*t = steel " steel 1011.4 lbs 195 lbs Check ICC ESR-1976 Table 3, V 0 in steel = 560 lbs (436/195*4) = 0.56 <1.0, OK USE(2) ITW Buildex Teks_12-14 TEKS/3screws at each side of mullion with 3" min spacing installation per ICC-ES ESR-1976 0 Critical Structures, Inc r2A CRITICAL .1 STRUCTURES BALANCING ENVIRONMENT AND DESIGN Project So Cal Glass - ViaSat Bldg 14 _Date 7/3/17 Project No. 18-706 Sheet No. 16 Subject Anchorage - By RO Steel Plate Support at Sill Check steel plate in bending. A = 5 1. 10 fl? (worst case) L = 5 in t = W = 4.65 ft (worst case) P = 408.833 lbs M = PL = 2044.2 lb-in S=wt2/6 = 0.3267 in' a = M/S = 6.2578 ksi aan,w = F/1.65 = 15.152 ksi> a, OK Use 3/16" thick plate to support mullions at sill Dead Load Anchor 'dead = r8 81T331 lbs M = E'dead * e = 7051 lb-in wind = 1166j lbs V = (I'dead2 + Pwmd2)0 5 = 1462 lb 3/16 in Weld per AISC Table 8-4 ex = 8 in a = 2.1333 D = [_.3'j(numbcr of sixteenths) 1=_3.75 in k= 0 C= 0.655 Rn/fl = C*D*l/fl = 0.655*3*3.75/2 = 3.68 kip Steel Clip in Bending "Rectangular Bar" AISC Fl 1 lb=eX =8 F= 36 ksi d = lw = 4 lb*d/e = 512 Fl 1-2 Governs t (in) = 0.25 M/1.67 = [1.520.274(1b*d/t)(Fy/E)]My = 19341.55 lb-in Mu/Ma = 7051/19342 = 0.36 Vmax =[!162i lbs No. of Bolts talu,mnum :j 0.081 in D[ 0.5in de =E0.75Tjn Check Shear in Aluminum F = 30 ksi flu = 1.95 ti - *r*, I - i i it. "allow . 1. £1 LI flu - IL.) I iu5 'allow = de*Ftut/flu = 923 lbs +-. Governs per bolt (1462/923*2) = 0.79 1.0, OK USE (2) 0.5 in. dia. Bolts w/ 0.75 in. mm. edge distance (AISC FII-2) Anchorage from Cold Form Steel into face of CMU Vm =_i55 lbs Try (1) 1/4" Dia. Hilti Kwik-Con 11+ screw anchor in red brick w/ 1 "mm. embed. Per Catalog Section 3.3.15.3 Table 4, T 0 = 165 lbs 155/165 = 0.94 1.0, OK USE (1) 1/4" Dia. Hilti Kwik HUS-EZ Anchor with 1 "embed at 24.. 0 Critical Structures, Inc CR ITICAL Project So Cal Glass - ViaSat Bldg 14 Date 2/8/18 STRUCTU RES I Project No. 18-706 Sheet No. 17 !-7 BALANCING ENVIRONMENT AND DESIGN Subject Glazing By RO Glazing Design: (Assumed to be supported on 2 edges) Based on 2012 IBC Section 2403.3, to be firmly supported, the framing members for each individual pane of glass shall be designed so the deflection of the edge of glass perpendicular to the glass pane shall not exceed 1/175 of the glass edge length or 3/4", whichever is less. The following elevations exhibit deflections in excess of the above requirement, therefore the glass panes are assumed to be supported at the top and bottom of pane. Glazing design per ASTM E 1300-07 El referenced by IBC 2012 Chp. 35 Glazing Schedule: GL3: 1" Insulated Glass (1/4" FT x 1/2" Air x 1/4" FT) Elevation Tvi,e A-C/6.01 UDDer Pane Glazing Type: GL1 Glass Type [Fully Tempered Length of Unsuported Edge = 93.75 in Exceeds ASTM E 1300 Table Wind Demand = 16.3914! psf Assuming Equivalent Load Share LS1= 2 Per ASTM 1300, Table 1 GTF= 3.6 Per ASTM 1300, Figure A1.25 (upper chart) NFL1 = 2.52 psf For Short Duration Loading: LR1 = NFL1 * GTF1 * LS1 = 18.12 psf> 16.39 psf OK © Critical Structures, Inc CRITICAL Project So Cal Glass - ViaSatBldg 14 Date 2/8/18 . STRUCTURES BALANCING ENVIRONMENT AND DESIGN Project No. Subject 18-706 Sheet No. By 18 Mullion Properties RO Mullion Properties: TH606 Area: 2.1638 Perimeter: 40.5387 Bounding box: X:-1.0868 -- 1.1634 Y: -2.7933 -- 2.8357 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 7.9160 Y: 1.4267 Product of inertia: XY: -0.1388 Radii of gyration: X: 1.9127 Y: 0.8120 Principal moments and X-Y directions about centroid: 7.9189 along [0.9998 -0.0214] 1.4237 along [0.0214 0.9998] OPG 1926 Area: 1.9216 Perimeter: 31.1582 Bounding box: X:-1.1250 -- 1.1250 Y: -2.4914 -- 2.5716 Centroid: X. 0.0000 Y: 0.0000 Moments of inertia: X: 7.3618 Y: 1.4538 Product of inertia: XY: 0.0000 Radii of gyration: X: 1.9573 Y: 0.8698 Principal moments and X-Y directions about centroid: 7.3618 along [1.0000 0.0000] 1.4538 along [0.0000 1.0000] OPG 1910 Area: 2.5399 Perimeter: 46.5683 Bounding box: X:-1.1251 -- 1.1259 Y: -2.9874 -- 4.0126 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 13.0824 Y: 1.6500 Product of inertia: XY: 0.0004 Radii of gyration: X: 2.2695 Y: 0.8060 Principal moments and X-Y directions about centroid: 113.0824 along [1.0000 0.0000] J: 1.6500 along [0.0000 1.0000] 0 Critical Structures, Inc CRITICAL Project So Cal Glass - ViaSat Bldg 14 Date 2/8/18 STRUCTDIICTIIDI Project 0. - - Sheet 0. 19 TURES I'iI.J%...' I IJIL) Subject Mullion Properties By RO BALANCING ENVIRONMENT AND DESIGN TH6ICOC Area: 2.4035 Perimeter: 39.6015 Bounding box: X:-1.1430 -- 1.1070 Y:-3.4825 -- 2.8441 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 8.8998 Y: 1.9146 Product of inertia: XY: 0.0036 Radii of gyration: X: 1.9243 Y: 0.8925 Principal moments and X-Y directions about centroid: 8.8998 along [1.0000 0.0005] 1.9146 along [-0.0005 1.0000] TH607 Area: 1.6109 Perimeter: 32.3270 Bounding box: X:-1.2168 -- 1.0333 Y:-2.6493 -- 2.9800 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 5.9234 Y: 1.1640 Product of inertia: XY: -0.6830 Radii of gyration: X: 1.9176 Y: 0.8501 Principal moments and X-Y directions about centroid: 6.0195 along [0.9903 -0.1393] 1.0680 along [0.1393 0.9903] OPG 1945 Area: 2.5130 Perimeter: 42.7610 Bounding box: X:-1.4994 -- 1.5006 Y:-3.9317 -- 3.3161 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 13.4311 Y: 4.0913 Product of inertia: XY: -0.0033 Radii of gyration: X: 2.3119 Y: 1.2760 Principal moments and X-Y directions about centroid: 1:13.4311 along [1.0000-0.0004] J: 4.0913 along [0.0004 1.0000] © Critical Structures, Inc CRITICAL Project So Cal Glass - ViaSat Bldg 14 Date 2/8/18 Project No. 18-706 Sheet No. 20 STRUCTURES Subject Mullion Properties By RO BALANCING ENVIRONMENt AND DESIGN TH626 Area: 1.7075 Perimeter: 30.4609 Bounding box: X: -1.8705 -- 1.9600 Y:-1.1250 -- 1.1250 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 1.3642 Y: 3.1086 Product of inertia: XY: 0.0000 Radii of gyration: X: 0.8938 Y: 1.3493 Principal moments and X-Y directions about centroid: 1.3642 along [1.0000 0.0000] 3.1086 along [0.0000 1.0000] T600 Area: 1.9375 Perimeter: 31.0000 Bounding box: X: -3.0000 -- 3.0000 Y:-1.0000 - 1.0000 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 1.4320 Y: 8.2757 Product of inertia: XY: 0.0000 Radii of gyration: X: 0.8597 Y: 2.0667 Principal moments and X-Y directions about centroid: 1.4320 along [1.0000 0.0000] 8.2757 along [0.0000 1.0000] OPG1900 1901 Area: 2.4872 Perimeter: 45.2670 Bounding box: X:-3.2533 -- 3.0327 Y:-1.1765 -- 1.0752 Centroid: X: 0.0000 Y: 0.0000 Moments of inertia: X: 1.4203 Y: 9.7141 Product of inertia: XY: -0.0486 Radii of gyration: X: 0.7557 Y: 1.9763 Principal moments and X-Y directions about centroid: 1.4200 along [1.0000 0.0059] 9.7143 along [-0.0059 1.0000] 0 Critical Structures, Inc Go www.hlltl.us [Z I I EL70 Wl Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 1 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 1310.530.0184 Date: 5/112018 E-Mail: rosao@cntical-structures.com Specifier's comments: Center Anchor - CW I Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat C, D. E, or F) Geometry (in.] & Loading jib, in.lb] 1/2) 0 3 4-11- - Carbon Steel ESR-3027 211/2016112/l/2017 Design method ACI 318 / ACI 93 eb = 0.000 in. (no stand-off); t = 0.250 in. IX x l x t = 3.000 in. x 6.000 in. x 0.250 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500, f' = 2,500 psi; h = 4.750 in. tension: condition B. shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or c No. 4 bar no Input data and results must be checked for agreement with the existing conditions and for pisusibilityl PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Huh is a registered Trademark of Huh AG, Scbasn www.hllti.us Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 2 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 1310.530.0184 Date: 5/1/2018 E-Mail: rosao@cntical-structures.com 2 Proof I Utilization (Governing Cases) Design values jib] Utilization Loading Proof Load Capacity lily (To] Status Tension - - - Shear Concrete Concrete edge failure in direction x+ 959 1,005 _/96 OK Loading PN Pv Utilization ilN.V [%j Status Combined tension and shear loads - - - - - 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hitti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilt! product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilt! Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Huh AG, FL-9494 Schaan HIM is a registered Trademark of Huh AG, Schaan • www.hllti.us _ , Will Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 1 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 I Date: 5/112018 E-Mail: rosao@critical-structures.com Specifier's comments: Jamb Anchor - Storefront linput data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 114 (1 5/8) Effective embedment depth: heta = 1.180 in., hnn = 1.625 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/20161 12/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate: 15 x l, x t = 3.000 in. x 12.000 in. x 0.250 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete. 2500, = 2.500 psi; h = 4.750 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No.4 bar Geometry [in.] & Loading [lb. in.Ib] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 HIM AG, FL-9494 Schoen Huh is a registered Trademark of Hilti AG, Schoen www.hllti.us Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 2 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 I Date: 5/1/2018 E-Mail: rosao@critical-structures.com 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity PN ip, [%] Status Tension - - - - /- Shear Concrete edge failure in direction x+ 580 612 495 OK Loading PN Pv Utilization PN,V [%J Status Combined tension and shear loads - - - - - 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Huh is a registered Trademark of Hilti AG, Schoen www.hllti.us Company: Critical Structures, Inc. Page: Specifier: RO Project: Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: Phone I Fax: 310.530.3050 1310.530.0184 Date: E-Mail: rosao@cntical-structures.com Specifier's comments: Corner Anchor - Storefront = M, I Profis Anchor 2.7.6 SoCal Glass - V1aSat14 18-706 5/1/2018 I Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof- Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D. E, or F) Geometry [in.] & Loading [lb. in.lb] 518) Carbon Steel ESR-3027 2/1/2016 12/1/2017 Design method ACI 318 I AC193 e, = 0.000 in. (no stand-off); t = 0.250 in. lx x l, x t = 3.000 in. x 12.000 in. x 0.250 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500. f' = 2.500 psi; h = 4.750 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No.4 bar no 3 3 3 Co 1. 77_~X`- Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROMS Anchor (c) 2003-2009 Ililti AG, FL-9494 Schaan Hull is a registered Trademark of Hill! AG. 5chaan ° www.hlltius Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 2 Specifier: RO Project: SoCal Glass - ViaSat14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 I 310.530.0184 Date: 5/1/2018 E-Mail: rosao@critical-structures.com 2 Proof I Utilization (Governing Cases) Design values Libi Utilization Loading Proof Lead Capacity Pit ip.., (%] Status Tension - - - - I- - Shear Concrete edge failure in direction x+ 1,154 1,384 -/84 OK Loading PN Pv C Utilization PN,V (%J Status Combined tension and shear loads - - - - - 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilt! Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Huh is a registered Trademark of Hilti AG, Schaan al I EL70 Will www.hlltl.us Profus Anchor 2.7.6 Company: Critical Structures, Inc. Page: 1 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 I Date: 5/1/2018 E-Mail: rosao@critical-structures.com Specifier's comments: Door Jamb Anchor - Storefront I Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof- Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Geometry [in.] & Loading [lb, in.lb] hea t920U,hnom =2.500in. 611111-Aw IF V IF IF Carbon Steel ESR-3027 2/1/2016 112/1/2017 Design method ACI 318-14 / Mech. eb = 0.000 in. (no stand-off); t = 0.250 in. l x l x t = 3.000 in. x 3.000 in. x 0.250 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500, = 2,500 psi; h = 4.750 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or 'C No.4 bar ''S X Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROMS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Huh is a registered Trademark of Hilti AG, Schaan www.hlltl.us Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 2 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 I Date: 5/1/2018 E-Mail: rosao@critical-structures.com 2 Proof I Utilization (Governing Cases) Design values [Ib] Utilization Leading Proof Load Capacity PNI Dy (%J Status Tension - - - - I- - Shear Concrete edge failure in direction x+ 736 783 494 94 OK Loading ON Dy Utilization DN,V (01°] Status Combined tension and shear loads - - - - - 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c ) 2003-2009 Hilti AG. FL-9494 Schaan Hilti is a registered Trademark of Huh AG, Schaan www.hlltl.us Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 1 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 I 310.530.0184 Date: 5/1/2018 E-Mail: rosao@critical-structures.com Specifier's comments: Center Anchor - CW I Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 1/4(2 1/2) Effective embedment depth: h01 = 1.920 in., hnam = 2.500 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016 1 12/1/2017 Proof: Design method ACI 318 / AC193 Stand-off installation: e, = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate: l x I, x t = 3.000 in. x 6.000 in. x 0.250 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 2500, f' = 2,500 psi; h = 4.750 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D. E, or F) no Geometry [in.] & Loading [lb, in.lb] Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c)2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hllti.us EMI I MEN Will Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 2 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 1 310.530.0184 Date: 5/1/2018 E-Mail: rosao@critical-structures.com 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity 1v (%J Status Tension - - - - Shear Concrete Concrete edge failure in direction x 959 1,005 _/96 OK Loading ON AV ç Utilization PN.V [%J Status Combined tension and shear loads - - - - - 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilt! product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilt! Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hllti.us Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 1 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 1 310.530.0184 Date: 5/1/2018 E-Mail: rosao@critical-structures.com Specifier's comments: Corner Anchor - CW linput data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C. D, E, or F) Geometry [in.] & Loading (lb. in.lb] KWIK HUS.EZ (KH-EZ) 1/4(1 518) h81= 1.180 in., hnom = 1.625 in. Carbon Steel ESR-3027 2/1/2016 1 12/1/2017 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.250 in. IX l, x t = 5.000 in. x 6.000 in. x 0.250 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500, = 2,500 psi; h = 4.750 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No.4 bar no Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Huh AG, FL-9494 Schsan Ruth Is registered Trademark of Hilti AG. Schasn E= I I NES ZI www.hilti.us Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 1 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 1 310.530.0184 Date: 5/1/2018 E-Mail: rosao@critical-structures.com Specifier's comments: Jamb Anchor - CW linput data Anchor type and diameter: KINK HUS-EZ (KH-EZ) 114 (11 518) Effective embedment depth: h,f = 1.180 in., hnom = 1.625 in. e"r w w Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016 1 12/1/2017 Proof: Design method ACI 318 / AC193 Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.250 in. Anchor plate: IX x I, x t = 6.000 in. x 6.000 in. x 0.250 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 2500. = 2.500 psi; h = 4.750 in. Reinforcement: tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No.4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [lb, in.lb] Input data and results must be checked for agreement with the existing conditions and for pleusibilityl PROMS Anchor (c) 2003-2009 Hiltl AG, FL-9494 5chaan Hilti Is registered Trademark of Hilti AG, Schaan www.hlltius [Z I I EL70 21 Profus Anchor 2.7.6 Company: Critical Structures, Inc. Page: 2 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 1 310.530.0184 Date: 5/1/2018 E-Mail: rosao@cntical-structures.com 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity Am' Dy (%J Status Tension - - - - /- Shear Concrete edge failure in direction x+ 504 564 _/90 OK Loading PN PV Utilization PN,V (%J Status Combined tension and shear loads - - - - - 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hull AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan lI -.I www.hiltl.us Profis Anchor 2.7.6 Company: Critical Structures, Inc. Page: 2 Specifier: RO Project: ViaSat Bldg 14 Address: 1852 Lomita Blvd Ste 210 Sub-Project I Pos. No.: 18-706 Phone I Fax: 310.530.3050 1 310.530.0184 Date: 5/1/2018 E-Mail: rosao@cntical-structures.com 2 Proof I Utilization (Governing Cases) Design values jib] Utilization Loading Proof Load Capacity Pi IV [%J Status Tension - - - -/- - Shear Concrete edge failure in direction x+ 1,057 1,085 _/98 OK Loading PN Dy Utilization PN.V (%J Status Combined tension and shear loads - - - - - 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Huh Is registered Trademark of Hilti AG. Schaan BRESSI RANCH — BLD'G.- #14 2426 TOWN GARDEN ROAD * CARLSBAD, CA City of Carlsbad Building Division JUL 2 0 2018 APPROVED BY: ISSUED BY: SO cii. GLASS 25255 VISTA MURRIETA MURRIETA. CA 92582 PHONE, (951) 696-1033 FAX: (95I)-696-1923 REVISION 12/11/2017 01/09/2018 D2/02/2018 GENERAL CONTRACTOR: WHITING-TURNER CONTRACTING CO 3911 SORRENTO VALLEY BLVD, SUITE 100 IR) No Exception Taken 0 Mke Corrections Noted 0 Rejected 0 Revise and Resubmit 0 Submit Specified Item SAN DIEGO, CA 92121 NO EXCEPTIONS TAKEN 0 FURNISH AS CORRECTED SUBMIT SPECIFIC ITEM 0 REVISE AND RESUBMIT REJECTED 0 NOT REVIEWED Review is only for general conformance with the design concept of the project and general compliance with the information included in the Contract Documents. Any action shown is subject to the requirements of the drawings and specifications. Contractor is responsible for: correlating and confirming dimensions at the job site; choice of fabrication processes and techniques of construction; coordination of their work with that of other trades; and performing the work in a safe and satisfactory manner. WISEMAN + ROHY STRUCTURAL ENGINEERS By:DM D..: 06/14/2018 Chocking is only for general confirmation with the Design Concept of the Project and general compliance with the information given in the Contract Documents. Any action shown Is subject to the requirements of plans and specifications. Contractor is responsible for quantities; job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades, and the satisfactory performance of his work. SMITH CONSULTING ARCHITECTS rn C_r_ S4204 An vo -10 By:_Joseph Dasilva Date: 06/15/2018 05/23/2018. ARCHITECT: SMITH CONSULTING ARCHITECTS 13280 EVENINGCREEK DRIVE SOUTH SAN DIEGO, CA 92128 FFz4TH M. OVE] PREV20I8-0182 2426 TOWN GARDEN RD VIASAT: (BLDG 14) DEFERRED CURTAIN WALL I DEV2016-0015 2132601000 CBC2017-0338 6/2912018 SHO! v2018-018 I PROJECT INFORMATION: I PROJECT: BRESSI RANCH - BLDG. #14 2426 TOWN GARDEN ROAD CARLSBAD, CA 92009 GLAZING CONTRACTOR: SO CAL GLASS, INC. 25255 VISTA MURRIETA MURRIETA, CA 92562 PH: 951-696-1033 FAX: 951-696-1923 EMAIL: INFO@SOCALGLASSINC.COM BUILDING CODE: CALIFORNIA BUILDING CODE 2016 WINDLOADS: BASIC WIND SPEED RISK CATEGORY WIND IMPORTANCE FACTOR (1w) WIND. EXPOSURE BLDG. ROOF HEIGHT SEISMIC CRITERIA: SEISMIC DESIGN CATEGORY RISKS CATEGORY SITE CLASS SEISMIC IMPORTANCE FACTOR DS = 110 MPH = 1.0 =C = 24-0" =C = 1.00 = 0.757G FRAMING: EXTERIOR CURTAIN WALL: ARCADIA 1500 SERIES -> 1900 OPG 2 Y4" X 7" SYSTEM WITH SPANDREL ADAPTOR (T500-OPGSPDRL) SERIES 2 Y4" X 2 "'16" OFFSET GLAZED/CAPATURED EDGES ARCADIA TC670 SERIES ->2 1/4"X 6" SYSTEM OFFSET GLAZED SYSTEM ABBREVIATIONS: EQ. = EQUAL D.L.O. = DAYLITE OPENING = DEAD LOAD ANCHOR P.O. = DOOR OPENING A =WIND LOAD ANCHOR F.D. = FRAME DIMENSION O.C. = ON CENTER R.O. = ROUGH OPENING SETTING BLOCKS FOR HORIZONTALS TYP. = TYPICAL ARE TO BE AT 1/4 POINTS, UNLESS OTHERWISE NOTED ON THE ELEVATIONS V.I.F. = VERIFY IN FIELD D.P. = DIMENSION POINT GLASS SCHEDULE MATERIAL LEGEND: .MARK TYPE DESCRIPTION 1/4" SOLARBAN 60 ON ATLANTICA GLASS (TEMPERED AS PER CODE) GL-1 1" IG SBSO ATLANTICA I BLACK R SPACE 1/4" CLEAR 2 SS (TEMPERED AS PER CODE) 1/4" SOLARBAN 60 ON ATLANTICA GLASS WITH FRIT GL-1F 1" IG SB 60 ATL. FRIT iiiFBLACK IR SPACE (TEMPERED AS PER CODE) 4ccASS (TEMPEREDAS PER CODE) 1/4" SOLARBAN 60 ON ATLANTICA (TEMPERED AS PER CODE GL-2 1" IG SB 60 SPANDREL 1/2" BLACK AIRSPACE 1/4" CLEAR GLASS WITH OPACI-COAT 300 FRAZEE 1031W "GORGE WATER" (TEMPERED AS PER CODE) 1/4" SOLARB4'N STARPHIRE (TEMPERED AS PER CODE) GL-3 1" SOLARBAP XL) 1/3IR SPACE 1/4" STARPI4&E GLASS (TEMPERED AS PER CODE) '11-U0 E"IDACI-COAT IS' I 300 FRAZEE 1031W 'GORGE WATER" GL-4 1/4SPANDN1 (TEMPERED AS PER 'h" CLEAR TEMPERED 'BLUE TRANSLUCEN 3M FLIM Y OTHERS' GL-5 1/4 CLEAR (TEMPERED AS PER CODE) W CLEAR TEMPERED GL-6 9/16" CLEAR LAMI 0.060 SGP INTERLAYER " CLEAR TEMPERED c?OFESSiQ* 64204 rn 2EOF CA\# SO CAL GLASS 25255 VISTA MURRIETA MURRIETA. CA 92562 PHONE: (951) 696-1033 FAX: (951)-696-1923 ZAJ REVISION JBYJ & 12/11/2017 1 MO A 01/09/2018 MO 1,& 03/13/2018 1 MO JAI 05/18/2018 MO Cl). C/) w m GENERAL NOTES Date: 11/08/2017 Scale: NTS Drawn: N. OVERHOLT 05/23/2018 COLOR TO MATCH BUILDING 12 AND 13 TABLE OF CONTENTS: SHEET DWG DESCRIPTION REVISION 1000 COVER 2 001 GENERAL NOTES - - 3 1.00 1ST FLOOR PLAN (PART A) - - - 4 1.01 1ST FLOOR PLAN (PART B) - - - 5 1.02 2ND FLOOR PLAN (PART A) 6 1.03 2ND FLOOR PLAN (PART B) 7 2.00 BUILDING ELEVATIONS (EAST) - ?2' ?i - - 8 201 BUILDING ELEVATIONS (WEST) 9 2.02 BUILDING ELEVATIONS (NORTH! SOUTH) 10 300 ENLARGED ELEVATIONS - - 11 301 ENLARGED ELEVATIONS 12 302 ENLARGED ELEVATIONS 13 303 ENLARGED ELEVATIONS - - 14 3.04 ENLARGED ELEVATIONS - - 15 3.05 ENLARGED ELEVATIONS - \ - 16 3.06 ENLARGED 81-FOLDING DOORS - - 17 3.07 ENLARGED ELEVATIONS 18 4.00 ENLARGED CURTAIN WALL ELEVATION 19 401 ENLARGED CURTAIN WALL ELEVATION - - 20 4.02 ENLARGED CW GLAZING OVER CMU - - - 21 5.00 DETAILS - - - 22 501 DETAILS - - - 23 502 DETAILS 24 5.03 DETAILS 25 5.04 DETAILS j505 DETAILS 27 5.06 DETAILS 28 507 DETAILS 29 5.08 DETAILS 30 5.09 DETAILS - - - 5.11 DETAILS --- 3 6.01 DETAILS j 35 602 DETAILS 36 603 DETAILS . 37 6.04 DETAILS - - - 38 700 DETAILS 39 701 DETAILS 40 702 DETAILS L REPETITIVE NOTES: NO DESCRIPTION CONTINUOUS SEALANT WITH RACKFR ROD SHIMS AS REQUIRED i: STANDARD ARCADIA WEEP ( REFERENCE INSTALLATION INSTRUCTIONS CLASS SETTING BLOCKS SEAL FASTENER HEADS AS REQUIRED - SHIM AS REQ'D GLASS ANTI-WALK BLOCKS WATER DIVERTER SET IN SEALANT END DAM AT BOTH ENDS OF SILL CUSTOMER, GENERAL CONTRACTOR, & ARCHITECT NOTES: THESE SHOP DRAWINGS, WHEN APPROVED, WILL SUPERSEDE ALL OTHER DOCUMENTS WITH WHICH THE JOB WILL BE MANUFACTURED. ANY SUBSEQUENT CHANGES ARE SUBJECT TO THE APPROVAL OF SO CAL GLASS INC. PRIOR TO FABRICATION, ALL DIMENSIONS, CONFIGURATIONS, AND QUANTITIES ARE TO BE VERIFIED AND/OR CORRECTED ON EVERY SHOP DRAWING SUBMITTAL, BY THE CONTRACTOR. SURROUNDING STRUCTURES ARE TO BE DESIGNED BY OTHERS TO SUPPORT THE LOADS IMPARTED BY THE GLAZING SYSTEM. 50 CAL GLASS IS NOT RESPONSIBLE FOR THE WORK AND/OR ERRORS INCURRED BY OTHER TRADES THROUGH THE USE OF THESE SHOP DRAWINGS. TOLERANCE OF ROUGH OPENING SHALL BE A MAXIMUM OF 13/16". FINISH: DURANAR SLJNSTORM GALAXY SILVER MATERIALS: - ALL FASTENERS SHALL BE ZINC PLATED STEEL - U.O.N. STAINLESS STENERS WHERE EXPOSED TO WEATHER - DOW CORNI?G 795 S CONE SEALANT AT PERIMETER DO NOT SCALE DRAWINGS 0.01 •4i• I I ~ [* SLlJPE;tRCIVt 0- II HI I I Ji FIRST FLOOR I SHEL'ACE • I I SO CAl. GLASS 25255 VISTA MURRIETA IlURRIETA, CA 92562 PHONE: (951) 695-1022 FAX: (951)-696-I925 REViSION IBY ,\ 1 12/11/2017 MO A101/09/2018 MO 03/13/2018 MO 1&105/18/2018IM01 F1.101 1-I- - - rJr1ru EII:JI iLECTICALRM. - ---:----*--- 1:::11II: OVERALL PLAN KEY PLAN Date: 11/08/2017 Scale: 3/32 = 1-0 Drawn: M. OVERHOLT 1ST FLOOR PLAN (PART M 1.00 DO NOT SCALE • DRAWINGS 9 ------J------------ ------------ -------------------------- -17 0 ----------------------------- I I I I I I I I I i I I I I I -----4---- —I ERIC rm cn H . cn co co U3 BRESSI RANCH - BLDG. #14 o o 0 o ! '-I or CARLSBAD,CA rn Tv pi 13 L in CA t' "nMn ('3 -- 0- Lj_14QU1E WI' I I ZNDFLOOR 01 - I I 1 SHEPACE I I SO CAL GLASS 25255 VISTA MURRIETA MURRIETA, CA 92562 PHONE: (951) 696-1033 FAX: (951)-696-I923 Al REVISIO lB &112/11/2.0171M, &101/09/20181M, M 02/02/2018 M A103/13/20181M (!ej a OFESSi0 S4204 rn -j CIO - Z 'Ile - NFC/ Co . W 05/23/2018 KEY PLAN 2ND FLOOR PLAN (PART B) OVERALL PLAN - Date: 11/08/2017 Scale: 3/32 = Drawn: M. OVZRHOLT 1.03 DO NOT SCALE DRAWINGS ADDED MULLION CAP PENDING PRICINGIMOCK-UP APPROVAL TYP. AT THIS LOCATION ON 1ST XIII2 AND 2ND FLOORS IT.O.RQOF SCREEN 4r 1...] IuuuiiuiI 11111 !uuilIIIu IIIiIII 111111 1 .- --- - jjjr ii,flI ____ 11111 I1 D.__.. .• Li 6-- -fz- c14H2OO EAST ELEVATION (PART A) . . ?tofESSIo* KEY PLAN S4204 rn H .Lu C.3 HUMM QF 0.5/2I2O1 R ROOF :::•i 1.:...i_- ___ I 1 !I F .. (1241 2ND FLR. r'n.iL El 1 1I I'il H1C.3] r. Ti SO CAL GLASS 25255 VISTA MURRIETA HURRIETA, CA 92562 PHONE: (951) 696-1033 FAX: (951)-696-I923 _ _REVISION B 12/11/20171M, 01/09/2018_M 02/02/2018_M \ 03/13/2018 M T.O.ROOF SCREEN 47.0 T.O.T T.O.P ROOF 30' F.F. Date: 11/08/2017 Scale: 1/8 1-0 Drawn: N. OVSRHOLT 2.00 DO NOT SCALE DRAWINGS KEY PLAN B14-A201 WEST ELEVATION (PART A) KEY PLAN I T.O.ROOF SCREEN T.O.T 1 - T.O.P ---J- - - ROOF _ 2NDFLR UJ __LI•.. I LL!J SO CAL GLASS 25255 VISTA MURRIETA MURRIETA, CA 92562 PHONE: (951) 696-1033 FAX (951)-696-1923 JAI REVISION \ 12/11/2017 11411~yo - - - - - - - 105/18/2018M0 IAIV e, LU C.3 Cr 6 4204 rn 47t OF CA 05/23/2018 9 9 IM _J - T.O.ROOF SCREEN 42.0 I < CO T.O.T Cl) Z T.O.P 27'-11" ROOF ___ - - 13351"- 0 . 27 2 - ....(3301121 ' - 2NDFLR. t,1 166 m OVERALL ELEVATION Date: 11/08/2017 Scale: 1/8 Drawn: M. OVERHOLT 2.01 DO NOT SCALE DRAWINGS lll IlL liii z I Mimi a, "Mo.11i11 - - — — - - p--- 1___ -mm • ICAMM ow NEW' III ..11l nirn-- M gL!ropoJj N T.O.P _ - _. -_-_-_-_ ROOF 2ND FLR. 164 F.F. OW OF C 05/23/2018 T.O.ROOF SCREEN I - ___ - ___ - ___ = . - ___ - ___ TAT P P ~o —l—, SO CAL GLASS 25255 VISTA HURRIETA MURRIETA, CA 92552 PHONE: (951) 696-1035 FAX: (951)-696-I925 REVISION B' \ 12/11/2017 M i.O.ROOF SCREEN 1....... T.O.T ROO TF till lliLItIui film,=M Mal lIiO TTT - 'T ir7 IIiLiJJJLJjt1T1T1iLflT1ijiF-WjjLL1ILj I_.T 11 > _ L. 5 25 07 V?,1BFESS -I Iaro NORTH ELEVATION (PART B) CIO KEY PLAN . . . . ox F-2---1 SOUTH ELEVATION (PART A) D4o2O2j KEY PLAN OVERALL ELEVA11O Date: 11/08/2017 Scale: 1/8W = Drawn: N. OVERHOLT 2.02 DO NOT SCALE DRAWINGS A. & L.O.4 r2 0PP.9'. jT 2 R. D. D.L.O. = .1 -4 2'-1" 4 •öö' ii L44 :-- 2-0" (25 3141 1241 I SO CAL CLASS 1 25255 VISTA MURRIETA op. 11241 - MURRIETA, CA 92562 PHONE:(951) 696-1033 5'-l? 11 01 • FAX: (951)-696-1923 2 1981/4 1 (27 141 •RI: . .,:Ei81.:iiI ;&:; - 16-6 TYP. PENDING . ADDEDMUUJON I FRAME DIM. - CAP1YPATThIS 2'-4 3-10 LOCATIONS i " 3-10" 3-161" - 2'-4 . FRAME DIM. (285I81f 146151161 14615/161 (461511611 (285/81 2-4 3'.10t . 3-10w 310t 2'-4 . * 25k 3*61 254' 12~1 _ :41 (2f4Gi 51 i6lr&l6lT(4el51i:T 51 8l ZA POT *• II I 2* I IIi-II . 3 II I II I II(i1 0.1.0. I 1l\_4Jrj II I .11 (i•\ Lie. OPP. • - 2.1 I 13-0 II 0 IIi(rm II i -- [1561 Il i ,95i 13.0 10-11 126k -. . II I ir . .-_ I 15-01, (1561 (1241 (1313I8 O.L.O._.._-..-,- II II --.. I UI I I (1 1141 [1321 i _____ _______ _______ ____ I - •- I _______ 3— L I-II tlIMSH j/ :. • - - .-2ND FLOOR 2:::::: - . - - . . • , 2,3.I 12'.0". 23: • - 05/18/2018 MO • L - 12-O 2-3" - .. - - - (271 I • (11 : I (27'1 - . • - (271 i I 27'1 1 1 WINDOW TYPE - 1 2 WINDOW TYPE - 2 23 14-A750 GL -1: 1 IC SB 60 ATLANTICA J 22 14 6750 CL 1 1 IC SB 60 ATLANTICA I I CL-2 1 IC SB 60 SPANDREL L--GL-2 1 IC SB 60 SPANDREL L r - - - -,' -I FINISH PAINTED I I I FINISH PAINTED - -- - - '- -- . . IATC670(21/4X61 -. - 2.4J- 3'.10" J 3'-10i" - 3'-10t -J. , SYSTEM: ARCADIA TC67O(21/4"X6") - (285%1_14611-k-- (4 101. 61 L (46i61 4 128 581 OTY 25 THUS (28 81t 146151161 1 14"Iv:161 r 146151161 [285a1'I OT! 41 THUS (1981 - - - [1981 . - R.O. - - - . . - - . •R.O. rj -- , • FR[99 112 AME D? ! M. SiQ,V4, [28 5181 (69112-] - /~- 4 — r— — - ' (285181 16 54 —J~lr 4 6.00 125 4 5-00 3 3141 [241 OF G 13-0 (j\1924 ijfl1 13-0 / I i 05/23/2018 Cl) [1561 126 DL 0 V-21 W (1561 [1241 i 2 : 1014, t 1:8i41 84 (1,241 DL 0 1 .01 1 _if 11 01 Y-08 3' l u NO P6 F-114' j 3181 #/L1 t741 f 1 I-fMnN'IvSH FLOOR I'PIj 2ND FLOOR ELEVATION 3. :•. - - - •$ - ' - - - Dote: 11/08/2017 , - - I. 2'-* • 6-0" - - - - - - - j. 2'-2" . - • 6-0" - - - Scale: 3/6" = 1-0" - - T (261,211 [72 - - 3 WINDOW TYPE 3 1 (261/2 (721 4 WINDOW TYPE - - Drown: N. OVERHOLT I - I I CL-i: 1" IC SB 60ATLANTICA I I X 511 CL-i: 1 IC SB 60 ATLANTICA - I, &99 - CL-2: 1 IC SB 60 SPANDREL .i-;I.--, i•- il I CL-2: 1-IG SB 60 SPANDREL - - 1 IA FINISH PAINTED ( 1 1 Mi FINISH:PAINTED SYSTEM: ARCADIA TC670 (2 1/4"X 6") - - • SYSTEM: ARCADIA TC670 (2 1/4"X 6") - - I I CITY. 3 THUS - - I I OTt'. 3 THUS - - 5'-10" ____ • - • - - - (28 5181 I 8-33" 7I8 - • . J._!518JI •° 718"J - • - 3.00 - (991/21 • - (991/21 - DO NOT SCALE DRAWINGS L99 1I21 !FAME Dim.. 24 . 84 . (691121 ____ 254. 8 PM 15 0 (691121 [28 5181 00 IT 25341f ;ic1t-=::o ¶11' __ 0 r2 . . . . . SO CAL GlASS MURRIETA. CA 92562 126.1 13.0 13.0 (J 'IL. 941 OPP.- 92t 25255 VISTA (PHONE: (951) 696-1033 1561 . iio (1561 5(7i; D.L.O.11241 FAX: (951)-696-1923 6 .0 ..... •., oil D.L.). 10L4 . . [1 21 (130 1141 / ,5.0.1 7, II I *011 40 [124 RO REVISION BY 15-300 . . . 00 4.... L-t- ['1 . ---.-. :. . LL 12/111/2017 MO 2381~ --21 01/09/2618 MO 2*4 11- 3'-08 3I _____ - 27144 ______ ____ FlFVA;R 136 318'1 +0 62/02/2018 MO .00 2ND FLOOR ] 93 I 3 U 05/18/2018 MO 6'-O" i 2-4' . •• 6'-O" 2-4' ________ . (72] (26 1l2']f 5 WINDOW TYPE - 5 . (721 - (261/211 6 WINDOW TYPE - 6 . - 1 I C XX GL- 1" IC SB 60 ATLANTICA - -. I X XX AL-1: 1' IC SB 60 ATLANTICA - I ..... CL-2: 1 IC SB 60 SPANDREL I Ii . CL-2: 1" IC SB 60 SPANDREL I 1 FINISH PAINTED i4il FINISH PAINTED - SYSTEM: ARCADIA TC670 (2.1/4"X 6") ' -' SYSTEM: ARCADIA 10670 (2 1/4X 5") I . 01Y. 4 ThUS - - I I OTt'. 4 THUS 5'-10" J, 2'-4" J, . . _____ 5!10 J. 274" . [70 7181 1(28 5181 I lit . . - • (70 7181. [28 5/8'] .- (99i2i _________ . • • [991/2 . '• 3 13U lit R.O. -. - • - R.O. - . - -• . ( 5. 25 (285/81 FRAME [811112r] t" - FRAME 91 4- I 7744- 4" 5.00 5.00 15-010 ME OF C 44-11. 221e 5.010 [25 3141 1241 13-0 fl ui __ J 05/2312018 (1581 - - DL 0 10 (1321 (156 11241 941 -_ 511 8 (1241 11411 ' 11 11141 LI_I2I rj 1 ___ SILL Co R. ELEVATION FINISH FLOOR I Ito :1 81 11NO FLOOR • - . r -i'- Date: • 11/08/2017 I I • • -.; I . Scale: 3/6" I-0 ••j, 2-4' 7'-O". ______ - — 24 j, 7-0" (26 1/211 1841 II 7 WINDOW TYPE - 7 (261/2111 (841 8 WINDOW TYPE - 8 Drawn. -M. OVERHOLT XX GL-1: 1" IC SB 60 ATLANTICA I X XX GL-1: 1 • IC SB 60 ATLAN1ICA I.: ..... I - CL-2: 1" IC SB 60 SPANDREL - •-: .. •.. I • CL-2: 1' IC SB 60 SPANDREL D. 518 5.00,00 E ' FID- L Li FINISH PAINTED I I FINISH:PAINTED SYSTEM: ARCADIA 7C670 (2 1/4X 6') - • - • SYSTEM: ARCADIA TC670 (2 1/4X 6") . • - I I • -I THUS - . I I • OIY. 1 THUS 4 2'.4 J. 6'-10 - - • . 4 2'.4 J 6'-10 128 5/81 I 9,3j(•82 7/8l - • . • J, (28 5/811 .(827/81 • • • . 101 [1111/21 . . - • • (111 1l21 • . • DO NOT SCALE DRAWINGS 7•-7• - (911 I FRAME DIM. -t 5-1" 2'-4 II 1611 1 1286181 4•J1 571. 25 •. 1ft D.L.O. D.L.O. .0 _____ _______ • _______ 2-13 21 __ 3 r3 2-0 (25 3/41 /' L /1 500 1261 7-11• T9oi'. (951 13'-r 10-1' • 2 L:T 501 (1561 iv-0 11561 11 2-1 1130141 Opp. . . III 5..3 I - - 1L (631/21 Fl 1261/21 9I WINDOW TYPE - 9 I I 8 XX CL-1: 1 IC SB 60 ATLANTICA Ii ..• ... GL-2: 1 IC SB 60 SPANDREL rt -I •I FINISH: PAINTED SYSTEM: ARCADIA TC670 (2 1/41( 61 5.4 2-4 J O1Y. 1 THUS (62 3/81 (28 5/81 _____ ____ ) + FRAME DIM. 4_5.V2 •••• - 161-1 (285181 IN - . I 1253t1 21-173. :. . ll1i T- . . . 2'\ .. SO CAL GLASS . . 5.09. I.2j -.- . - - - : - 25255 VISTA MURRIETA 1 8- Io-4. . . . MURRIETA, CA 92582 6 5.03 4 . . . . (1241 10'4 . . PHONE: (951) 696-lOSS 171 I '-' ).L.O. ::. )--.,,j. . 8-4 (1241 . FAX: (93I)-696-I923 I ..-- 8 . 821 I L .1 •.. p.i 0.2 (1 001 (98 1/ 1 I • - o . •. &99 \ R.p. . . . 1 REVISION 6' 2'.3 11Th :. (I\[.] . •. . 12/11/2017 MI I (27 1/41 , - . .. - . . . 01/09/2018 MI 'k-' ... .......... LELEV. +1T-2 1363/81 I - • A 02/02/2015 M II •. . \ rL.. LJ.1 . - WINDOW • . . - . 2-" 3• •- .. I 2ND FCIR . . 03/13/2018 MI I . . . . . . 05/18/2018 MI - F(32lI26l • 10 WINDOW TYPE - 10 •- F ESS/o* • . I ___ ATLANnQA <1 SB IAIV J112%1f 1 xs FINISH: PAINTED GL1IG60SPANDREL LU r-rm 1135 [134 IM (541 (52 3/81 j 1285181 . . . . . 0 - - 50• LiL 2* 4 . 05/23/2018 - D. LO. 5.0 i . • - • I - . I ----.- • 0 -61 DL22'8O - Y 1253141 \r1 41 Z C L t-210 7M (W D. _ 23 OPP. • - 13'-O 1 1 29 •10. 11561 ff . (10 1/41 (1321 • )I j\ P • 3/ * L 12•-0" I (144T 1.7-01 1 • (1081] I, ELEVATION Date: 11/08/2017 Drawn: M. 0VtRH0LT • 3.02- DO NOT SCALE DRAWINGS 24 [285/81 (1711 R.O. 1493/41 .. FRAME DIM. V - I FRAME DIM. 0 L j 8 4-1 • 2'4 .. 3'-l* -j. 3'-l* L 3'.l* 2'-4' 1483181 - FRAME DIM. 11. . [28 5/811g. [46 151161 1 (46 15/161 1 151161 1 (28 5/8-1 - 4 L4'4i.8 . •2_44 44425k __ II trip 1 [483/81 D.L.O.D.L.O.&L0 H DLO DLO 500 431Y 6i) 00 2 5.00 .1241 i 500 - [26 3/41 21_ 21- O4 1253441 [253j ; V/ (253441 22;. 50 rAL GLASS I __ 21. Tt I -r V - 25255 VISTA MURRIETA -MURRICTA, CA 92562 92" 7'll , . 3 III I . - - PHONE (951) 696-1033 13-0 4 ("II (951 13-0 5.00 13 1 I 13-0'• FAX: (951)-696-1923 (156 D.L.O.- II o 11-0 [1561 , jx= = 71 8-4 (151 126 0 iø io 11321 (1 1/41 ,.- 11 21 ij"-I( I ,- (1001 D.L.O.. . (1301/41 R.O. h -REVISION BY R D. .00 I J I (9 1/41 I L5.00 L\ R.O.,\ 12/11/2017 MO 231 01/09/2018 MO 231 _1 _11 II 31 2 1 D.L.O.00 " # (271/41 27 1/4 I - 02/02/2018 MO 166 P51/41 - '21-" FINISH 8" -P I 2ND FLOOR I ~~IWAFLOOR 2LA 11. :::::: N11141 4'-31 IL (.13 WINDOWPE__13 __- 1491/4i - 14 WINDOW _PE -14 __. (2fl iI44l I_ [2fl 15 WINDOW.PE -15 CL-i:1"ICSB60 ATLANTICA IX XX CL-i:1"ICSB60 ATLANTICA XX_XX CL-i:1'ICSB60 ATLANTICA.03 CL-2:i"IGSB60SPANDREL ..::.......... I CL-2,iICSB60SPANDREL . - I - I - YffViN...-.-V.1V- ._CL-2:1"ICSB6OSPANDREL_- FINISH_PAINTED FINISH_PAINTED F .1 .1- JJJIII4 FINISH: -PAINTED V SYSTEM: ARCADIA TC670(2-1/4X6') . VV SYSTEM:ARCADIA TC670 _(2 1/4"X6')_. . . - r - SYSTEM: ARCADIA TC670(21/4"I(6") I 4'-lj QTY.1 THUS V ' I 4'-1 I . OTY.1 THUS __ V - 2'-4 3'-10W_,L3-iO".J, .III1III2'46 QTY.2 THUS _ V V [493/41. (493/41- V . V [285/81 14615/161 14615/161 . 3'-10 _4 [288'] - 16-6 [4615/16 , FRAME DIM. 1198 V (. -. - -*IAIV e, 1 -:-.-n - V' 1198.] [134112-1 V V FRAME DIM. . - . V FRAME DA. 5- LLJ 5- CC S4204 rn 146151161 146.151169 [28 5181 [541 Zo ri661: 16 251- 5081- 8 r ---fn-41 75t Co CT 31 1253141 [241 L25 314-] tP -T 05/23/2018 10 1 oPp. 10-4 10'-4 i '.J' 10-4 9481- --MA V.:VlII V P. 84" (1241 [1241 - - 941 - 8'-4. (1241 -. D.L.O. I Opp. Opp.I I (1001 II ' D 10 R.O." m I II:_ 831) Rf IL I 831 I II ffr--r:VIVV. (981/41J ' II I (981/4"] - V ;:: I I I I 'I I I 3 f [1_RFV+I6R-Foow _ SILL I-----------_____-FILFV "NOOW SILL ____________ - ...J I V I 2ND FLOOR V - - 2NDYFI.00R_- _____________________ 31 31 31 ELEVATION' D.L.O. TI . - Dale: 11/08/2017 - I 12-0 I - - 9-0" I • •. - 0 - , - 2-3 Ii 1k 2-3 j• V 108 Ik 2-3 j, - Scale: 3/8 1-0 - [ (271 1 -- I (1 I fi (271 gl~ - o1 fi (2fl j I WIND011TYPE-16 .::i.V,:..I - IL_ 17 WINDOWTYPE-17 Drawn: M.OVERHOLT CL_2_1__ICSB60SPANDREL XX_XX CL_2_1__ICSB60SPANDREL ----------------------FINISH: PAINTED FINISH: PAINTED - - - SYSTEM:ARCADIA _TC670(2i/4.X5") - SYSTEM: ARCADIA TC670(2 1/4 X6') 2'-4 3-10w 3'-10" 3'-10" L - 0_1_THUS 4'-6 '' 2'-4 3.I - - 01?.1THUS _-- - (28 8lf [4615/161 -F- (46 15/16 [46 15/161 (285%, (541 (523/81 1285/81 0 V - [1981 V - - 3.03 - R.O. - - DO NOT SCALE DRAWINGS - 16-6 . . V .. . . - 16'4" V - FRAME DIM V . . . . FRAME pIM. V . -6-2k 2-*,2'4 . . • 2'43'.1016'__3'.1011'43.10 16 ..42'4 V . . . . V (28 5/81 I [331/41 (74 1/41 [331/41 - [28 5/81 : 1285181 I (46 15/161 146 15/161 [46 15/161 1286181 . .' 2* L 3V -,___ 72" - 3? J 2* 2* JL 44 - 44;r6"_4. 2S1- 44 D.L.O. D.L.0. D.L.O.LiV D.L.O. D.L.O.. D.L.O. D.L.0. L4,10 D.L.O. D.L.O. V . 5.00 - V . . . . 5.00 .• •V V •V • .!IV.iiJ 3. 5.00 (241 o2 SL-2 k12 214T IP .01 3. SO CAL LI~I A . 4 31 1951 13.0" 13.0 ...i: L0 , t::?;5;__ (95"] 13-0 25255 VISTA MURRIETA 126-8". - / I 11-0 11561 (156"] 12681- D.L.O. - 1 MURRIETA. CA 92562 - 11-0 (1561 PHONE (951) 690-1032 // 10 1u4 I I 'p' 10 1041',(1321 FAX (951)-696..I923 / 810 " \ I -. (1301/4"] 2 11 21 O.L.O. Rr. (13 1/4"] 2 R. D. 11081 REVISION By / i2/fl/2O17MO . . . V 0' 31• V •2'11 . .1 I . / . /1 yL7: 2'.41" . . 4 V • 01/09/2018 MO . / 010 . : 1351/4"] \.35 wa-1 '- ) 10 . [351/4"] \ (36 3181 oIoIo MO EI 9x to:r- iI H L L_____ = -' - SH FLOOR [T. - Ao3/13/2018M0 3 I 1 2 I I 242* I I '1-'f ilL j 05/18/2018 MO V 25k" -I- . . . ,L 'I" 25" •. V . . . . . . fr V • - •..: ••- . . V . V D.L.O. • I - • I D.L.O. .. V ••• .,V ...- ,_3'.0".4 V • ... . V L 2-3" V • 12'." V L .2'-3- L • V V V i. 2-3" (361 L 2-3" - L . • . V ¶~1271 11 I (1441 I . If- (2711 18 WINDOW TYPE - 18 : . ¶ (27"] j . 12-0" - (2711 19 WINDOW TYPE - 19 V V 11 I I I . • • x xx GL-1: 1" IC SB 60 ATLANTICA V V V I . . . V . I . GL-1: 1" IC SB 60 ATLANTICA • V V V V • •.I CL-2:110SB60SPANDREL . V - V I • F.V.V.L.VV CL-2:1IGSB 60 SPANDREL . . . GL-6 1 CLEAR IVAMI L I FINISH PAINTED - I ,I .1 -i., . FINISH: PAINTED V . . . SYSTEM: ARCADIA TC670 (2 1/4"X 6"). -• .:] I f.. - SYSTEM: ARCADIATC67O(21/41(6) V V V 2.4.J24 J V 62 • J 2-4" QTY.1THuS ..- . 3-lOW 4 3-10Is 4_ 3-10" 42-. QTY3THUS V V • V - - 128 5181f (33 1k"] (741/4"] - - (331/41 '1' (285181 V • - • - - (28 5/811 (4615/16"] (4615/161 [4615/161 ¶ (285/8'] V 16'4" . . V • - . 16-6 V - V - (198"] - . . V V V (198"] __________________________ V • V - . R.O. V - • V - - V V • R.O. • - . • V • - V •V • - - V V• • ' V -. . . . . V - V - oFESSi - - 11981 A /v [211 Iffil - [4615/161 146151161 14 151161 1285181 [28 5181 .146 ISfI6-j 146151161 (46is/16-1 [28 SM-1 I. Ir 1'6. 44-U i-6 — uj MS-4 L.60. D.L.O.. D.L.0 D.L.O. D.L.0 L.O. D.L.60. D.L.0 21-01 3. Z-1i3f- [25 314 151500 5,01 - , I OPP 05/23/2018 C/) I('\11'L1 II I lfJ 2 \iJ[9ul I °'(T-, [1321 (1561 klv 0/10 1Ir,U ior— 'juJ:llL -6__rn 1 - 3-0" . .:V;/:pp. I1f 31"V' 0 11 V I . 10 Il•- 351141 63/8"] T ' / I D.L.O.(35 1/4 363/81 V - I . I. FINISH FLOOR •. V -. . - INISH FLOOR • V V ____________________ flFV — ________ IFV +0-fl — 3"—"l..J" ELEVA11ON - .o .. ..• . 3-0" .06 • • _OO V V • - - - Date: 11/08/2017 - V • .- --:; II,"L ____ V. : . (361 . !L2-3" SIe:3/8=1-O f 1271 V1J I 12-0 I fl (271 1 20 I WINDOW TYPE - 20 F [271 11 I 120 I rc1 1 (27"] '1 21 WINDOW TYPE - 21 Drawn: M. OVERHOLT [144"] I - RI GL-1: 1 IC SB 60 ATLANTICA V '9 I tI I I - • U RI CL-i: 1" IC SB 60 ATLANTICA I GL-1F:i"ICSB6OATLANTICAWITHFRITPATrERN L.-VI..-.j . I I r--- I CL-2:i"ICSB6OSPANDREL - L ili. 1 I LCL2 1 IC SB 60 SPANDREL LT ____________________ ____________ _____________________ J FINISH PAINTED T • V V V ..- • -- FINISH: PAINTED - . . L . . .. - .. . . - . SYSTEM: ARCADIA TC670 (2.1/4 X 61 2'-4" I 3-10t - 3.10t 3-bit 2-4" SYSTEM: ARCADIA TC670 (2 1/4"X 6") • 1 THUS - L 3-i0" 3-1016 3'-10" 2'-4" - . (28 811 [4615/16"] [46 15/161 14615116 7 (285%"] . • (28 5%1r 146 15I16"j [46 15/16"1 14615/161 7 (285%"] V 16-6 - . . w-e . - V (1981 . . (198"] R.O. R.O. . DO NOT SCALE DRAWINGS . - . 1 FINISH: FINISH. PAINTED SH: PAINTED - - - - - - - - - 16A - - - - - - SYSTEM: A - RCADIA TC670 (2 1/4"X 6") - - - - - - - - - - --- - - SYSTEM: ARCADIA TC670 12 1/4'X 6"1 - 5- 16 D.LO. ri 24 j 3 _, FRP15IM - - 3 10 24 2-4 FrE DIM. 6 2 3 10 2-4 a 128 5/ 2 1 t - 4 81 I 16 146 151161 I 146151161 [46 15116'] I [28 518'] [28 5/81 I 171114'] I 46 15/161 (28 5/8'] .Z& D.L.O. f D.L.O.jo - - D) D.L.O.D.L.O. D.L.O. 00 .00 V414, 3. [25 3141 c\gL _ _ - - .. .- I A.0_._ = . 0• - - SO CAL CLASS . oep . . - .1 pp . 25255 VISTAUURRIETA 01 . . . MURRIETACAOZ5BZ -1 3 r ii PHONE (951) 696-1033 13-0" ' / (T_ 1951 13-0" 13-0 / - 1951 13-0 FAX: (951)-696-1923 [1561 126k -[r i - I 11-0 (1561 11561 126 o 10-104 11-0 (1561 REVISION BY D.L.O. (1081 1 411 1I4"] , (i32 D.L.O. [1081 ? ji3oii41 L 3 1 12/11/?017 MID 111 316. 02/02/2018 MO 1- ' cwrvvv . 1. ,5- -. I) / j 01/09/2018 M6 / 8 P51/41 _____ _____ OLO 1351/41 03/13/2018 MO 3 J I —:7• 1MSH FLOOR "2J.1 05/18/2018 MO S 2, 0'• 2 _ ..1. •-• __ L-101 0 I . I. . --' • (72"] . -:.. . - L 2'-3 1 [271 I 12'-O". (271 1 22 WINDOW TYPE - 22. . - . j (271 - - - 12-0" 1 (27"] - 23. WINDOW TYPE -, 23 . . I • 9 'I I . I. CL-1: I" . - V 11 1191 1 GL-1:rIGSB60ATLANTIcA . I I F..----,L-1 GL-2:1IGSB6OSPANDREL- • - •. I.-Ls•..:-.i . I • ,- 0 GL-2:1"IGSB60SPNDREL - --------- ' FINISH PAINTED L1 ________________________ __________ FINISH PAINTED '00 . - . SYSTEM: ARCADIA 7C670 (2 1/4'X-6') - ---0 - - - SYSTEM: ARCADIA 10670 (2 1/4'X 6") - • -. ;. OTY.1 THUS . i--.- 2,4j 6'-2" - 3'-l* 2-4 0.1THUS -- 0 • .'' - 0 •- - 12859811' .146151161 (4615/16"] (4615/161 1' (285/81 • . ' 1285/811' 1741/4"] (4615/161 (285/81 - . . •0 - • 16-6 • . . - 16-6 171 . '" FES '- -- - . 0 - - .- - - - 16 11981 . (199/61 - . . . /04/4 - 1198-1 1 5/16 1991161 11751161 11691161- [1981 Lu 1285181 [74 1141 '[28 5181 (285181 [4615/16 V4 1141 12851813 ulz_ VI 161 -r r OFcA 05/23/2018 Co &2, 1t/. Iii I~1 I I~I .. OPP 1 -.L ..-flll III I ,III'. II I U) 13'-O" 13-0" - - - io'-io ] L 11"HL OP. 13-0" • Lii (156] 126k II I1 I t-I I i 1o1 (156"] 11301/] I ' I 1 LiJIJ' III , - 126 1156'] 110 11561 010 I I [1 21 I I ,—JI-2 TA' 9-0 III ° DLO I (31 31 41 D.L.O.4 ~5~.O_OA P51741 )19 23- A r f FINISH FLOOR - JII ® I \ jllibi~ WA j 1-f - ELEVATION - 25k" '- - - 6-0" ""5"' . - . :P060 I - . Dote: 11/08/2017 010 (721 -t I I (72'] -ii Scale 3/8 = 1'-0" 2-3 2-3 __ - 2-3 - Z-3*_______ - 271 12-0 I 1271 - .24 WLNDQW_1YPE —24 ' - I 12'-O" --. Ij (27"]' -25 WINDOW TYPE - 25 - Drawn: M.OVERHOLT - •0 11981 [19 91161 - - - - - (199/161 - DO NOT SCALE DRAWINGS 10.-li. (1311 R.O. 26 FOLDING TYPE- 1 lxxl XX C',I -1 1" I( SR 60 ATI ANTICA FINISH: PAINTED SYSTEM: 8000 SERIES FOLDING DOOR QTY. 2 THUS 12-0 (1441 R.O. 11._il. 131 NET FRA 11.-a. D00ROPE 2-1 (35 I. 2 1- 2 ( SO CAL GLASS 25255 VISTA MURRIETA .MURRIETA, CA 92562 PHONE: (951) 696-1033 FAX: (951)-696-I923 RE'.ISI0N B' \ 12/11/2017 1 M IAI05/18/20181M01 -------------------------- IL - - ________ - ________ - ________ - ________ - 100 I ((4204 Zo CT OF CA 05/23/2018 2'-lV 1351 FLOOR PLAN - DOOR- CLOSE RIGHT -I. I 7 H TB911- ELEVATION Dale: 11/08/207 Scale:. 3/4 = Drawn: M. O'AERHOLT FLOOR PLAN - DOOR- CLOSE LEFT 3.06 DO NOT SCALE DRAWINGS FRMEDIM. I, 4L 2'4 3-lOW - - 3-1* - 3'-l* •., I [28 5/81 146151161 146151161 14615/161 1285/81 ! 25 3 - 3 - - 3-8 25 5.00 D.L.O.(4411/161 (4411/161 (4411/161 D.L.O. A 24 241. j -=•i 2i" -21 (253141 _ ] !!!' URRIETA. CA 92562 13-0 2 0Pp 25255 VISTA MURRIETA 11561 UJ / I ° (351 13-0" PHONE: (:51) 696-1033 126k 66 - I io•-,oi• 11-O" 11561 D.L.O. / [13b 1141 (1321 12/11/2017M 01 /09/2018 M 0' 31" 2-11" 34. 02/02/2018 M 3 . / D.LO. (351/41 \ (363/81 03/13/2018 M L- 11 L-I L.1 J L1 NISHFI.00R{ 3. ,05/18/2018M I : - 2_31 12-0" (271 ' ('441 ' (271 27 WINDOW TYPE - 27 9 I I 1 2314-A750 GL-1: 1" IC SB 60 ATLAN11CA I I r CL-2: 1 IC SB 60 SPANDREL - FINISH: PAINTED L T - SYSTEM: ARCADIA TC670 (2 1/4'X 6") 2-4" 3'-1Ot L 3'-i0t L 2-4 QTY. 2 THUS (28 sirj (46 15/161 (46 15/161 (46 15/161 T (28 5/81 16-6" • (198"] R.O. (9 0 S4204 rn Co OF CA —j 05/23/2018 ELEVATION Data: 02/06/2018 Scale: 2/8" Drawn: M. OVERHOLT ADDED NEW PAGE - iiEJ DO NOT , SCALE DRAWINGS 5•4 - 1665/81 or 16-6 I (1981 - I p1cuRI wl [cw1 L 45t 4n 4Q' 45 f I - -4- -4- -°: 4-0 4 4-0 4 4-0 4 3-1? 4 [481 [48 4, 3-10 4-0 4 4'-O 4_ : 4 3-10k (48j [481 (481 [481 [47 ] 1461121 148 (481 - [48J (461/21 3 4.00 PARTIAL FLOOR FLOOR PLAN - CW1 SCAE 3/16 - 19-9 (2371 TOP OF MULLION. TYP. - 1-3 TOP OF MULLION I CURTAiN WA Cull 1629 Iw &-AV IA. I 55UF ta (a (Ike TJ OfESS/o* IAN eel Lu C.3 S4204 rn (p -, - 05/23/2018 DO NOT SCALE DRAWINGS 0 T901 - TAP 27-11" I 33-0 1—i I r (2371_ - - I - 4_1 ?_• - II TOP OF MULLION - Iiiø I'1I 1III . OF MULLION SO CAL CLASS 25255 VISTA MURRIETA MURRIETA, CA 92562 PHONE: (951) 696-1033 FAX: (951)-698—I923 / REVISION OF MULLION 12/11/2017 A 01/09/2018 - - 02/02/2018 M 03/13/2018 )PP_ \ 05/18/2018 O.EMUON (3351 ------- 00 (Th - - rA I LL - 1CLT- L-3 CL-3 9L-3 -3 TL-3 'L-3 1 1 II 01 :i r !2~11 6.00 I I I 3 CL-3 'L-3 L"310 .11 II I L-3 r-3 - • (i'I . I I - • I q,-~f L-3-"101.-3 6.00 GL-3 jL GL-3 I8L— I I l ii hr 1r6.00 I 1 ir IT hr I L-3 L-3 -L-3 L-Sr' IL-3 I3L-3 IL-3 ROOF 30-6 [ T-11 . (95 5/81 T-083,1132 TOP OF MULLION 136 3/81 11.0. I 2ND FLR. 16-6 8-7 (1031 27-4 -- - 1 :i [329112 NET FRAMI - - TOP OF MULLION 2T4 1330112-1 ( - r-11" R.O. IF-52 — -- (951 10•-118 Q652 TOP OFMUWON.TYP. .1 (131 3/8 - I 3'4 [363/81 I - j F.F. I —4 ---- TOP OFMULLION - II - I _1i M 600 -1-3 OPP L 1 (21 6.0 600 L'T IL-3 LL-3 6.01 9PP iv 60 600 L-3 600 10 - TL-311 1-3 1-3 II 1.-3 !&1-3 9L-3 - TOP OF MULLION TOP OF MULLION CW ELEVA11ON Date: 11/08/2017 Scale: 1/4 - 1-0 Drawn: M. ETAERHOLT SO CAL GLASS 25255 VISTA MURRIETA MURRIETA, CA 92562 PHONE: (951) 696-1033 FAX: (951)-696-1923 _REVISION _B 12/11/2017 _M 01/09/2018 M A 1,&103/13/2018 1018 MO 05018 MO T O.P - ROOF I TOP OF MULLIN 1 306" I 7-lit (95 5/61 OF 11 L1 3•4 1363/81 CW ELEVATION Date: 11/08/2017 Scale: 1/4 = 1'-0" Drawn: M. OVERHOLT 21-5" 'I' 28.4" 90* [3- 1741- 1 3'-? T 13n i35.. D.LO. it T TOP OFrMUWON 195 5181 GL-3 GL-3 I - TOP Of MULLION 6.0 6.0 --E MEN I 11031 GL-3 TOP OF MULLION 2 i. 1951 I UL-31 TOP OF MU WON 3- (363/81 _____ 2j" - 331 351 GINOd (2 ;/4x T) DL 0. D.LO. - L90. I 54-0" (6487 - 6.00 - - I I - L3 LL-3 L-3 1101-3 - .-3 101-3 - till, i opp I Ill m I f H ] I 3'75\J JGL-3 L-3j I I I l I W It _________ .01 _1 _1r 6O1 jif A( 01 0 _________________ _______ _______ _______ _______ ___________________________ _______ _______ GL-3 d !'01-3 L_3 iv 16'4 'L-3 - ____ ____ ____G 0 G GL____L3 3 -1-3 L-3__1 110L-3 L-3 1-3 1-3 L-3 -3 (197 1/21 SPLICE -ti- &9J- I I I - I - I 16-00, oPPW I I ON I 600 ii L3 !&3 w.i &L3 WI &_3 30 k-.3 !&3 IE, L3 WI %L-3 m m k-3 i 600 L-3 rr Fm &-3 !-3 !k-3 " Em 45"j44j44j 44. 44 j. 44"J44"J.. 44 j44j44" II 44" H 44 H 44" . D.L.O. D.LO.DL.O., D.L.O., D.LO.T D.L.O. D.L.O. D.L.O. e D.L.O.'FD.LO.tD.LO.'D.LO.TDLO I ~[4A31161 PTO= I. I_w _3" . 3-10" 3'-104 4" 4 3-10' .3-10" 3-10" ,, 3'-10" 3'-10" 310" 3-1* 3'-10" 3'.10" 3-l0k 3!.10" 4 (46 1/47 (46 1/47 (46 1/41 (46 1/47 (46 1/47 (46 lI47 (46 1/41 (46 1/47 (46 1/47 1461141 1461/4-1 1461/41 (46 1/47 S 2T4 1330 1/27 R.O. 8-r 11031 OF MULLION 01 7.-Il. 1951 OF MU WON. TYP. 3.4 (36 3181 I PARTIAL FLOOR PLAN - CW2 SCAM 3/18 • 1-0' -----H------------ --------------+----- 11111 - liii I lilt iii 111111 111111111111111 I lilt illlitiliiiiltiNa I 1111111 11111111 iilltlilliuilui Iittt.1 4'-3- IAIV fr(4 s42o4X CT OF C 05/23/2018 4.01 DO NOT SCALE DRAWINGS . : . .. . I x _______ ______ Setting Block . .4 .• ... ; I .• . . . .. . .. 4 . . . . ______ .4 .4 . 4.. I 3 I HEAD DETAIL © WALL DIM. ______________ _________ ______________________________ POINT r OFFSET GLAZED . - SI. TH626 FLASHING WILL BE SLOTTED INTO . 6A75OI TC670 - — - . . OPGSCHR 1/2"X 1/2 SAWCUTINTOCONCRETE LU C.3 _ (BY HERS) 2 4204 rn _________________ i I 2k two a Zo _ _ SO CAL GI 25255 VISTA MURRIETA MURRIETA. CA 92562 R.O ALUMINUM FLASHING SET IN CT% PHONE: (951) 696-1033 ___________ FAX: (951)-696-1923 DIM. LCWG7S CONT. SEALANT COLOR / POINT AND FINISH TO MATCH ADJ. MULLION REVISION B Structural D.L.O. Sealant (BY OTHERS) Back Painted Glass . th /23/2018 A 01/09/2018 LI\ 12/11/2017 l 02/02/2018 Y" DIA. HILTI KH-EZ ANCHOR WITH 1 5/8" - . : • . tv \ 03/13/2018 6 EMBEDMENT AND 2" MIN. ED ff @36"O.C. I . . . (ICC-ES ESR-3027) •• ••• = ______ ____ ________ I HEAD DETAIL © WALL ___________ 3. TC670 4 COLOR TO MATCH Structural Sealant X 1 "Silicone ________ 1H611 OFFSET GLAZED 1. — • TYP. & Backer Rod BUILDING 12 AND 13, M. Setting BlockTYP. ALL LOCATIONS I 6 A750 (MIEiflL J LOCATION P01 OPGSCHR Th626 21- 2 IHOR. MULLION DETAIL 0 :• \/ * POINT . = ... - J 91 A750 I TC670 A750 OFFSET GLAZED T _ _ DIM. 0 I 0 6A75O I 02 /\ 01 I — L" - J . D.L.O. • . ... •• • in DIM I LCWG7S . • . 6 POINT I . Structural . 4 . . 4 I < R.0 D.L.O. Sealant 14" X 2"A36 STEEL BAR STIFFENER . . .. • rn I I Back Painted Glass WITH SOLID BLOCKING EACH SIDE TO BE -.1.3 • . FLUSH WITH MULLION CAVITY WALLS • . . I. WHERE OCCURS (SEE ELVATIONS FOR LOCATIONS.) . . . .. .. C) CONT. 3/16" ALUM I __ __ __ • C,) 3. Setting Block [1" x 4" x 4" \ U) SB-I .0000XO 4375X 16" 0 C (ICC ES ESR 1976 I II III in D.LO. 0- .41 111 TH607 III R.0 N.J.D. f 1' Y4"DIA. HILTI KWIK HUS EZ SCREW ANCHOR WITH 1-5/8"MIN. EMBEDMENT 4 -• CH13613 1. N. SPACING PER (ICC-ES-ESR-302 _______ ________ I @ CENTER: (I) ANCHOR AT EACH SIDE OF VERTICAL WITH 2-3/8" MIN. EDGE DISTANCE I 1 SILL DETAIL * ____________ I @ DOOR JAMB: (1) ANCHOR INSIDE WITH 2-5/8" MIN. EDGE DISTANCE I © JAMB: (2) ANCHOR AT ONE SIDE OF VERTICAL WITH 2-3/8" MIN. EDGE DISTANCE • 9A750I TC670 I , -Il h _______ _______ OR AT EACH SIDE OF VERTICAL WITH 2-3/8" MIN. EDGE DISTANCE • d . DETAIL 16 @ CORNER: (2) ANCHOR - 4 • • • Date: 11/08/2017 OFFSET GLAZED I • 0 II II ______ • IL II !r1 ______ -_- • ___ L.LJ. - ___ •• '',',',y',','ñ',','j',çq _________________ •• • • • • Scale: i: Drawn: M. OVERHOLT - .. • .1. . • . • • .5.' • ____ CONCRETE /EDGE OF SLAB (BY OTHERS) - FINISH GRADE •\ (BY OTHERS) . •. • • . . • • 4 • . • • • • •S.S - MIN EDGE • 4 . • • • • • • . • • • • • DISTANCE • • 4 • • • • . . • 4 • 5. 00 DO NOT CALE 4DRAWINGS .1. 4.1 .4 I Rm 25255 VISTA MURRIETA MURRIETA. CA 92562 PHONE: (951) 696-1033 FAX: (95I)-696-I923 REVISION B' \ 12/11/2017 1 M DETAIL Data: 11/08/2017 Scala: 1:1 Drawn: M. OVERHOLT D.L.O. 3. Y4" DIA. HILTI KH-EZ ANCHORScWITH 5/8" EMBEDMENT AND 2" MIN. EDG . C @ 36" O.C. (ICC-ES ESR-3027) SO CAL CLASS Y4" DIA. HILTI KH-EZ ANCHORS 5/8" EMBEDMENT AND 2 MIN. EDGii~ C / ©36"O.C. (ICC-ES ESR-3027) ... . •1 .. . . . . . i.. .. 4 . .4 I • I •. ... 4 : 4 4 . •/ . :4 • . .• . . . . . .1. . •• . ••'J ,• 4. . 4 4 . 4.. (J . . . POINT 1 JAMB DETAIL AT SPANDREL / WALL 10 A750 TC670 OFFSET GLAZED D.L.O. 1" 1" . D.L.O. DIM. DIM. POINT POINT 4 1 VERTICAL MULLION © WALL 10 A750 TC670 OFFSET GLAZED 2 1 JAMB DETAIL © WALL 161 A750.1 TC670 OFFSET GLAZED OPG1912 D.L.O. J 1 i" J D.L.O. DIM. DIM. - POINT POINT 3 VERTICAL MULLION 1 A750 TC670 OFFSET GLAZED 5.01 DO NOT SCALE DRAWINGS H •• . .. .. 0' SO CAL GLASS 25255 VISTA MURRIETA MURRIETA, CA 92562 PHONEI (951) 696-1033 FAX: (951)-696-1923 REVISION BY /\ 12/11/2017 MO j 01/09/2018 MO A 02/02/2018 MO \ 03/13/2018 MO , 05/18/2018 MO 1 90 DEGREE OUTSIDE CORNER 20 A750 TC670 OFFSET GLAZED DETAIL Date: 11/08/2017 Scala: 1:1 2 VERTICAL MULLION AT JAMB Drawn: M. OERH0LT TC670 OFFSET GLAZED 5.03 DO NOT SCALE DRAWINGS DIM. POINT 2 HOR. MULLION DETAIL TC670 OFFSET GLAZED * . CD DIM IEL' 0 TH6II POINT I OPENING I . I VTL-9.5 VTL-9.5 Setting Block [1" xi. x 4" 1 D.LO. SB-i .0000XO.2500X4 - .. T600 J I 1. i - UCH201 -2 3 1 TRANSOM DETAIL TC670 51 A720 OFFSET GLAZED I. 1330 I 2 82- DIM. POINT 1'rl- D.L.O. DIM. POINT 0 01 1 JAMB DETAIL © WALL 10670 OFFSET GLAZED [J]IC1i . ...... .. I IIIt . : IIII 50 CAL CLASS HM9CLIP Th\[ii (9\ 2 MONE:1(951) 696-1033 FAX: (951)-695-1923 S255VTAMURMETA 12 x 11v P.H.S. II I S 4204 rn II 4 REVISION B' lj * I.I.I II 12/11/2017 01/09/2018 M 02/02/2018 M1 TH653 J 4> Setting Block [1" x jr, x4"] ETOF CPI & 05/18/2018 MI SB-i .0000XO.3125X4 05/23/2018 - - - - VTL-9.5 Setting Block I1"x"x4 SB-I .0000XO.2500X4 '1 r-.10 -r IM Hr Cn 1.• u_uuI 4t1 DETAIL Dote: • 11/08/2017 G.H. Scale: 1:1 IDrawn: M.OVERHOLT 4 TRANSOM DETAIL 10670 5 _A720 OFFSET GLAZED 5 .04 DO NOT SCALE DRAWINGS D.LO. I VTL-9.5 DIM. POINTJ DOOR - OPENG D.H. PL375DS TOP RAIL (BY PRL GLASS) 5CREW - (1) Y4" DIA. HILTI KWIK HU~ AND CHORS WITH 1 5/8" EMBEDMENT1/4" MIN. SO CAL GLASS 25255 VISTA MURRIETA MURRIETA, CA 92562 - PHONE: (951) 696-1023 FAX: (951)-696-1923 Al REViSION B A I 12/11/20171M, DIM. POINT OPENING 1• I !- REINFORCED U CHANNEL DOOR OPENG 1 JAMB DETAIL © WALL TC670 OFFSET GLAZED HOR. MULLION DETAIL TC670 OFFSET GLAZED DOOR TO FOLD TO EXTERIOR w ESSI It rim DETAIL c 2S4204 Date 11/08/2017 Scale: 1:1 CT Drawn: N. ORHOLT OF C 05/23/2018 5.07 DO NOT SCALE DRAWINGS OLD © DOOR OPEN'G (SILL) DOOR SYSTEM 114x 1-1/2" 1/4"x 1-1/2" ALUMINUM BAR ALUMINUM BAR SO CAL CLASS 25255 VISTA t.IURRIETA HURRIETA. CA 92562 PHONE: (951) 696-1033 FAX: (951)-696-I923 REVISION BY 12/11/2017 MO \ 01/09/2018 MO 02/02/2018 MO 03/13/2018 MO 05/18/2018 MO D.L.O. - MEETING OF STILE BI-FOLDING DOOR SYSTEM DIM. POINT D.L.O. OFESS/o* ui S4204 rn 05/23/2018 DO NOT SCALE DRAWINGS Cl) U) W m DETAIL Date: 11/08/2017 Scale: 1:1 Drown: M. OVERHOLT .0; f 3L L{ AIROLITE ALUM. LOUVER #AC154 WITH GLAZING ADAPTOR BY SOCAL GLASS (FINISH TO MATCH ADJACENT STOREFRONT) IWMESTP. 12 ESSj0' IAIV el tin DETAIL CC S44 Dote: 11/08/2017 Scale: 1:1 Drawn: M. OVERHOLT CT OF G 05/23/2018 5.09 DO NOT SCALE DRAWINGS F 1 ]THRESHOLD © DOOR OPEN'G (SILL) SECURITY MESH, TYP. [I72O OFFSET GLAZED AIROLITE ALUM. LOUVER #AC154 WITH GLAZING ADAPTOR 12' BY SOCAL GLASS SO CAl. CLASS 25255 VISTA MURRIETA MURRIETA, CA 92562 PHONE: (951) 696-1033 FAX: (951)-696-1923 RESION B' \ 12/11/2017 M I. 2 L 16 DRB81I- .1. 1 • . .• • 4 A L 2 MID RAIL AT LOUVER. OPGSCHR LCWG7S STRUCTURAL SEALANT CONTINUOUS FOAM BLOCKING AIROLITE ALUM. LOUVER #AC154 WITH GLAZING ADAPTOR BY SOCAL GLASS DIM. POINT I 43 DOOR OPENG 1 I TRANSOM DETAIL 10670. 5A720 OFFSET GLAZED 6" 3. I 31330 4" 1. x 1"Silicone Setting Block i D.L.O. I DIM. . I -- POINT 3. I 1 DIM. POINT 2 HEAD DETAIL © WALL 6 A750 10670 OFFSET. GLAZED 50 CAL GLASS 25255 VISTA MURRICTA MURRIETA. CA 92562 PHONE: (951) 696-lOSS FAX: (951)-696-I923 REVISION B All 2/11/2017 1 M 6" 3" - 3 VERTICAL MULLION 1 A750 10670 OFFSET GLAZED D.L.O. — 4" DIM. POINT OPG1912 - 4" -. D.L.O. DIM: POINT 0 -J Z U) w A 1v S4204 rn DETAIL Date: 1108/2017 Scale: 1:1 CT Drawn: M. OVERHOLT OF G 05/23/2018 5.10 DO NOT SCALE DRAWINGS #12-1411W BUIILDER TEKS/3 SCREW © 12" O.C. LI. 12 D.L.O. I VTL-9.5 AIROLITE ALUM. LOUVER #AC154 WITH GLAZING ADAPTOR BY SOCAL GLASS VTL-9.5 Setting Block[ 1"x in x4"] SB-I .0000XO.2500X4 . & 16. • . 'I • : 4. ..•. 25255 VISTA MURRIETA MURRIETA, CA 92562 PHONE, (951) 696-1033 FAX, (95I)-696-1923 REViSION B' \ 1 12/11/2017 1 Ml .090 ALUMINUM PANEL WITH FORMED RETURNED AND WELDED CORNERS BY SOCAL GLASS COLOR TO MATCH BUILDING 12 AND 13, TYP. ALL LOCATIONS 2 HOR. MULLION DETAIL 9 1 A750 TC670 - OFFSET GLAZED SO CAL GLASS I. X 1"Silicone Setting Block D.L.O. I 1 HEAD DETAIL © WALL DIM. TC670 POINT 6 A750 1' OFFSET GLAZED 2 1 (15LJJ RO ~LC7S . Structural Sealant . (9 —J ] 16 - x 1-Silicone o. Setting Block OPGSCHR TH626 'SSIO* C')' Cl) E' / J 7331IANM\ W /1 /\\\I' * - (2o4 rn ) LCWG7S Structural CT Sealant X 2 A36 STEEL BAR STIFFENER DETAIL Back Painted Glass WITH SOLID BLOCKING EACH SIDE TO BE OF CA FLUSH WITH MULLION CAVITY WALLS Data: 11/08/2017 WHERE OCCURS (SEE ELVATIONS FOR LOCATIONS.) Scala: 1:1 05/23/2018 Drawn: M. OVERHOLT ADDED NEW PAGE DO NOT SCALE DRAWINGS 0S45 000F ,?OF ESSi0 1AIv e, Cr rn - 6 4204 rn OPGI9I2 'G2087 - M459 I OPG 19861P - DIM. I 1' i. POINT 0PG1902 —r - Setting Block [1" x iT6" x 4"] SB_i .0000XO.4375X4 2 OPG-1999 J OPG19OI SO CAl. CLASS 25255 VISTA MURRIETA MURRIETA. CA 92562 PHONE: (951) 696-1033 FAX: (951)-696-1923 REVISION B NJ 12/11/2017 M Cl) C,) w m \\-~'Qtk0F6CA\5~$0 _____ 05/23/2018 DETAIL 4 HOR. MULLION DETAIL © DOOR FRA . Date: 11/08/2017 1500 - OP 1900 .. Scale: 1:1 OUTSIDE SET Drawn: M CASRHOLT III DO NOT SCALE DRAWINGS ITW BUILDEX 12-14 TEKS/3 TH 2" MIN. EDGE DISTANCE SIDE OF VERTICAL MULLION C-ES ESR-1976) 3 HEAD. DETAIL [2 14 A752 1500 - OF 1900 OUTSIDE SET 0 0 C) (0 t.1 2 0PG2087 - R.0 N.F.D. OPG 19861P - O.L.O. ED GLASS 7. I I DIM. POINT D.L.O. 2 HOR. MULLION DETAIL 25 A750 1500 - OP 1900 OUTSIDE SET . 1 DIM. 24. POINT 0PG2087 OPG 19861P D.L.O. Y4" DIA. HILTI KWIK HUS EZ SCREW ANCHOR WITH 1-5/8" MIN. EMBEDMENT AND 31/2" MIN. SPACING PER (ICC-ES-ESR-3027) @ CENTER: (1) ANCHOR AT EACH SIDE OF VERTICAL WITH 2-1/2" MIN. EDGE DISTANCE @ JAMB: (2) ANCHOR ATONE SIDE OF VERTICAL WITH 2-1/4" MIN. EDGE DISTANCE @ CORNER: (1) ANCHOR AT EACH SIDE OF VERTICAL WITH 2-3/4" MIN. EDGE DISTANCE R.O 1 SILL DETAIL 25 A750 OUTSIDE T500 — OP 1900 SET 0PG2087 OPG 19861P CONCRETE /EDGE OF SLAB (BY OTHERS) . A OPG 1985 Gasket 0PG1999 0P01979 3. 0.060 ALUM CLOSURE ANGLE BY SOCAL GLASS Setting Block I1"xj7"x4] SB_i .0000XO.4375X4 OPGI900 0P01999 OPG19OI 1" INSULATED GLASS Setting Black (1" x 7g" 54" 1 SB_i .0000XO.4375X4 OPGI9Di Y5" DIA. HILTI KWIK HUS EZ SCREW ANbHOR WITH 1-5/8" MIN. EMBEDMENT AND3 1/2" MIN. SPACING PER (ICC-ES-ESR-3027) @ CENTER: (1) ANCHOR AT EACH SIDE OF VERTICAL WITH 2-1/2" MIN. EDGE DISTANCE @ JAMB: (2) ANCHOR AT ONE SIDE OF VERTICAL WITH 2-1/4" MIN. EDGE DISTANCE @ CORNER: (1) ANCHOR AT EACH SIDE OF VERTICAL WITH 2-314"MIN. EDGE DISTANCE SO CAL GLASS 25255 VISTA HURRIETA HURRIETA. CA 92562 PHONE: (951) 696-1033 FAX: (951)-696-1923 REViSION B' 12/11/2017 1 MI D.L.O. DIM. I POINT D.L.O. k DIM. POINT 3 90" CORNER ASSEMBLY T500 - OPG 1900 OUTSIDE SET Ia1 0PG2087 D.L.O. N.F.D. - LO 1 JAMB MULLION DETAIL 241 A750 I T500 - OPG 1900 OUTSIDE SD' SEALANT -' - I, - - D.L.O. - - - -11. - D.L.O. DIM. DIM. POINT POINT 2 VERTICAL MULLION DETAIL T500 - OPG 1900 OUTSIDE SET It -J Z U) W IAIV el Co Cz DETAIL Data: 11/08/2017 UA Z-0 Scale: 1:1 Drawn: M. OVERHOLT CT OF CA 05/23/2018 6.01 DO NOT SCALE DRAWINGS Sealant W/Backer Rod SEALANT I 2 6.03 - D.L.O. - D.L.O. DIM. DIM. POINT POINT II DIM. POINT PLICE SLEEVE LCW37S DIM. POINT 1' •1' F --i I I I I I I I, 5. I I I 0PG1990 Z SPLICE SLEEVE J I hI I III I hI I III . I III . I Iii I III . I Iii I SO CAL GLASS 25255 VISTA MURRIETA MURRIETA, CA 92562 PHONE: (951) 696-1033 FAX (951)-696-1923 0PG1926 REViSION JBYJ ,&112/11/2017 MO 01 /09/2018 MO 03/13/2018 A 05/18/2018 1 VERTICAL MULLION DETAIL © SPLICE 1500 - OPG 1900 OUTSIDE SET 2 I VERTICAL MULLION DETAIL © SPLICE I 1500 - OPG 1900 OUTSIDE SET ELEVATION Date: 02/06/2018 05/23/2018 Scale: 1:1 Drawn: M. OVERI4OLT ADDED NEW PAGE DO NOT SCALE DRAWINGS - HSS8X8XY2" / STEEL BY OTHERS I (NOT BY SOCAL GLASS) --------------------------------------------- . I_ I 1/4N3 1/2 1/4 OFESS/o* IR S4204 Fn OFcAL 05/23/2018 SO CAL GLASS 25255 VISTA MUPRIETA MURRIETA, CA 92582 PHONE: (951) 696-1033 FAX: (951)-896—I923 REViSION B 4\1 12/11/2017 1 M HSS 8 X 8 X W STEEL BY OTHERS (NOT BY SOCAL GLASS) ELEVA11ON Dote: 02/06/2018 Scala: i:1 Drown: M. OVERHOLT ADDED NEW PAGE 3 DO NOT SCALE DRAWINGS Q E6.O 4 5. 16 OP SP 7 4 1 4 4 An / - 4 02 el 44 4 44 4,,• ,//:4 44 4 ri 44 25255 VISTA MURRIETA MURRIETA, CA 92562 PHONE: (951) 696-1033 FAX: (951)-696-1923 REVISION 9 12/11/2017 M SO CAL GLASS NORTON STRUCTURAL V2100 TAPE REMOVE AREA D.L.O. DIM. POINT 2 HORIZONTAL DETAIL 241 A750 I OPGSPDRL (2 1/4"X 2 11/16) SPANDREL 21- DIM. POINT I D.L.O. 1" SPANDREL —t I GLASS I. . 11" SPANDREL GLASS' D.L.O. I I RO N.F.D. 01 a.1 DI 1 SILL DETAIL 241 A750 I OPGSPDRL (2 1/4'x 2 11/16") SPANDREL Li I 4 0P02587 LAU DIA. HILTI KWIK CON-11+ SCREW ANCHOR WITH 1" MIN. EMBEDMENT AND 1-1/2" MIN. EDGE DISTANCE © 24" O.C. 1AIv e, ui C.3 L&I MID OFc 05/23/2018 A . . . DO NOT SCALE DRAWINGS DETAIL Date: 11/08/2017 Scale: 1:1 Drawn: N. 01ERHOLT 7.00 Y4" DIA. HILTI.KWIK CON-11+ SCREW ANCHC WITH 1" MIN. EMBEDMENT AND 1-1/2" MIN. 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