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BCPR2019-0006 - Glass and Glazing DesignSpecification Name:All Glass Entrances and Storefronts CSI Code:08 41 26 -001 - R4 Detail Description:084126-001.4 SF, BiFolds, Glass Entrances, Shop Status:For Approval Category:Shop Drawings Submittal Pkg. #:101 Date:7/6/2022 Due Date:7/13/2022 REVIEWED AND FORWARDED FOR APPROVAL REVIEWED WITH EXCEPTIONS NOTED NONCONFORMING, REVISED & RESUBMITTED The Submittals have been reviewed for general conformation to the design intent of the contract documents with regard to type and quality and not quantity and/or dimensions, which are the responsibility of the subcontractor and/or supplier making the submittal. The subcontractor and/or supplier is responsible for coordination of their work with other trades. Review of submittals and/or shop drawings does not relieve the subcontractor's and/or supplier's responsibility for any errors, omissions and/or changes for the requirements of the contract documents, nor for errors and/or omissions made by subcontractor and/or supplier in bad submittals and/or shop drawings. R.D. OLSON CONSTRUCTION BY:Sam Sheinberg DATE:7/6/2022 JOB:Montage Hotel and Spa (210425)SPEC:08 41 26 -001 - R4 Project Name:Montage Hotel and Spa Project Number: 210425 Comment: 084126-001.4 Storefront, BiFolds, All Glass Entrances, Shop Drawings & Calculations This submittal is for the City of La Quinta in order to fulfill the deferred submittal requirements. This submittal is a clean copy with no red lines of the prior approved as noted submittal. Submittal Transmittal 400 SPECTRUM CENTER DRIVE, SUITE 1200 IRVINE, CALIFORNIA 92618 TEL: 949-474-2001 WEBSITE: WWW.RDOLSON.COM Page 1 of 1 Approved As Noted 08/09/2022 10:30:06 AM (See Interwest Transmittal) 08/23/2022 BCPR2019-0006 DEFERRED SUBMITTAL 1: GLASS AND GLAZING Elite Lic# 898030 Enterprise, Inc. 9232 Bermudez St. Pico Rivera Ca 90660 Tel. (562) 699-9300 Fax. (562) 699-92 E-mail: sales@eliteglassco.com SUBMITTAL Project: MONTAGE LA QUINTA-HOTEL & SPA Date: 07/06/2022 Contractor: R.D. OLSON CONSTRUCTION Contact: GARY HOSKINS/JEREMY DUNN Submittal: Section 083344, 084113, 084126-ENGINEERING CALCULATION From: JIMMY GULAPA 1. SECTION 083344-MULTI-PANEL SLIDING ALUMINUM-FRAMED GLASS DOORS 2. SECTION 084113-ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 3. SECTION 084126-ALL-GLASS ENTRNCES AND STOREFRONTS Approved As Noted 08/09/2022 10:30:07 AM (See Interwest Transmittal) PROJECT NO: 3644.00 DATE: April 1, 2022 July 6, 2022 PROJECT: Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 Client: Elite Glass Enterprise,Inc. 9232 Bermudez St. Pico Rivera, CA 90660 P: 562-699-9300 ext. 104 Approved As Noted 08/09/2022 10:30:07 AM (See Interwest Transmittal) C1 COVER PAGE PROJECT INFORMATION: CUSTOMER, ARCHITECT AND/OR GENERAL CONTRACTOR NOTES S Y M B O L L E G E N D STEEL CONCRETE WOOD STUDS DRYWALL FINISHED WOOD SHIMMING CAULK & BACKER ROD ALUM. BREAK METAL A/C A.F.F. B.O.H. C DIM. DLO. D.O. ELEV. F.S. F.F. G.C. M.O. M.L. Masonary Opening Mullion Length Bottom of Horizontal Elevation General Contractor Finish Floor Finish Structure Door Opening Daylight Opening Dimension Center Line Above Finish Floor Access Controlled Frame DimensionF.D. W.L.A.Wind Load Anchor Unless Noted Otherwise Opening Dimension Not to Scale Not in Contract O.D. T.O.H. U.N.O. T.O.STL. T.O.S. T.O.F.F. R.O. REF. N.F.D. to cost and schedule impact and approval by Elite Glass. Top of Horizontal Top of Steel Top of Slab Top of Finish Floor Reference Net Frame Dimension Rough Opening N.T.S. N.I.C. A B B R E V I A T I O N S I N D E X Window Series Style Quantity Opposite Architect Ref.Drawing Page Elev. or Detail No.Description Quantity Thus Scale PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP Such materials shall be coordinated by the General Contractor. When stamped approved, these shop drawings shall be deemed a correct and accurate imposed weights, reactions and attachment of the system under maximum design loads. Elite Glass scope of work is to be anchored must be of adequate structural strength to support all through the use of these shop drawings. All materials provided by other trades to which Elite Glass. assumes no responsibility for work and / or errors incurred by other trades requested subsequent to the approval date must be submitted in writing and are subject from dimensions and tolerances indicated on its approved submission drawings. Changes With concern of maintaining manufacturing schedules, Elite Glass will manufacture its materials interpretation of work scope and project requirements for Elite Glass. Such approval shall constitute authorization to proceed with shop fabrication of all materials here within identified. SHOP DRAWINGS - SPECIFICATIONS & NOTES WP Wilson Partition SD Sliding Door L D E S C R I P T I O N L E G E N D S P E C I F I C A T I O N S 1. ALL FRAME ELEVATIONS TO BE VIEWED FROM EXTERIOR. 7. ALL DETAILS SHOWN WITH WORK FROM OTHER TRADES IS FOR REFERENCE ONLY. 6. ALL PERIMETER FASTENERS INTO METAL STUDS ARE BASED ON A MINIMUM OF 16 GUAGE. IS REQUIRED WHEN ALUMINUM COMES IN CONTACT WITH STEEL OR ANY OTHER 5. A BITUMINOUS PAINTING/ZINC CHROMATE OR AN EQUAL SEPERATION MATERIAL LOCATION OF HVAC RISERS. PIPING & ANY POSSIBLE INTERFERENCE WITH WINDOW 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION TO THE FROM THE USE OF THESE DRAWINGS BY OTHER TRADES. 3. ELITE GLASS WILL ASSUME NO RESPONSIBILITY FOR ERRORS RESULTING 2. ELITE GLASS TO FIELD VERIFY ALL DIMENSIONS & ROUGH OPENINGS. G E N E R A L N O T E S DISSIMILAR METALS. ANCHORING SYSTEM. shop drawing index description FINISH: HP ORGANIC COATING 6. GLASS TYPES: SEE GLASS LEGEND ON THIS PAGE & ELEVATIONS 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 SHEET NO.DESCRIPTION G L A S S L E G E N D C1 COVER PAGE P1 CONSTRUCTION PLAN-LEVEL 01-H1 EAST D1 DETAILS D2 DETAILS E1 ELEVATION E2 ELEVATION 1" IGU TP/TP 1/4" Clear Tempered Solarban 70 on Optigray #2 1/2" Aluminum Spacer, Air 1/4" Clear Tempered 3. MULTI-PANEL SLIDING ALUMINUM-FRAMED GLASS DOORS: MONTAGE LA QUINTA - MAIN HOTEL & SPA 7. SHIM SPACING: 3/8" GL1 8. SEALANT: DOW CORNING 795 P2 CONSTRUCTION PLAN-LEVEL 01-H1 WEST DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 review notes SHOP DRAWINGS P3 CONSTRUCTION PLAN-LEVEL 01-HS EAST 2. STOREFRONT: ARCADIA AFG451T SERIES (2" x 4-1/2") COMPENSATING STICK, OG FOR 1" THK GLASS 2. ENTRANCES: ARCADIA WS512 WIDE STILE HEAVY DUTY DOOR FINISH: HP ORGANIC COATING TO MATCH FRAME COLOR ARCADIA ULT5920 THERMALLY BROKEN MULTI SLIDE DOOR (10'-0" HEIGHT & BELOW) ARCADIA ULT5520 THERMALLY BROKEN MULTI SLIDE DOOR (10'-0" HEIGHT ABOVE) 4. ALL GLASS ENTRANCES: ASSA ABLOY HERCULITE ALL GLASS ENTRANCES 3/4" Starphire (Low-Iron) Tempered Glass (All Side Polished) GL2 C2 DOOR SCHEDULE - HOTEL FINISH: HP ORGANIC COATING 1. CURTAIN WALL: ARCADIA T500 OPG1900 SERIES (2 1/4" x 7") OG FOR 1" THK GLASS P4 CONSTRUCTION PLAN-LEVEL 01-HS WEST E3 ELEVATION E4 ELEVATION E5 ELEVATION E6 ELEVATION E7 ELEVATION E8 ELEVATION E9 ELEVATION E10 ELEVATION E11 ELEVATION E12 ELEVATION E13 ELEVATION E14 ELEVATION E15 ELEVATION D3 DETAILS D4 DETAILS D5 DETAILS D6 DETAILS D7 DETAILS D8 DETAILS D9 DETAILS D10 DETAILS D11 DETAILS D12 DETAILS D14 DETAILS D15 DETAILS D16 DETAILS D17 DETAILS 5. OPERABLE WINDOW: ARCADIA 52 SERIES HUNG WINDOW E16 ELEVATION D18 DETAILS D19 DETAILS D20 DETAILS C3 DOOR SCHEDULE - SPA D2.1 DETAILS E17 ELEVATION C4 HARDWARE SCHEDULE - HOTEL D21 DETAILS D22 DETAILS 1/4" Monolithic Bendheim Glass, ITEM: Fade Glass (WBRA-1387) GL3 3. INT. STOREFRONT: ARCADIA AF450 SERIES (2" x 4-1/2") COMPENSATING STICK, OG FOR 1/4" THK GLASS C5 HARDWARE SCHEDULE - HOTEL SHEET NO.DESCRIPTION D23 DETAILS Fluted GlassGL4 C6 HARDWARE SCHEDULE - SPA D24 DETAILS D25 DETAILS D26 DETAILS D27 DETAILS OMITTED 8 7/12/2022Brad Lowe, S.E. NO EXCEPTIONS TAKEN REJECTED SUBMIT SPECIFIED ITEM MAKE CORRECTIONS NOTED REVISE AND RESUBMIT THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THE SUBMITTAL DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ACCEPTANCE OF A SPECIFIC ITEM SHALL NOT INCLUDE ACCEPTANCE OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE; INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION; COORDINATION OF THE WORK OF ALL TRADES; AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. REVIEWED BY: COFFMAN ENGINEERS, INC DATE COFFMAN ENGINEERS REVIEW FOR STRUCTURAL ENGINEERING IMPACTS ONLY Approved As Noted 08/09/2022 10:30:03 AM (See Interwest Transmittal) 08/23/2022 BCPR2019-0006 DEFERRED SUBMITTAL 1: GLASS AND GLAZING PER SCHEDULEPER SCHEDULE PE R S C H E D U L E PER SCHEDULE PE R S C H E D U L E 42 " DOOR TYPE: C (SINGLE) MODEL: WS512 HD DOOR TYPE: D.1 (SINGLE) MODEL: HERCULITE DOOR TYPE: F.1 (PAIR) MODEL: HERCULITE DOOR TYPE: D (SINGLE) MODEL: GLASS DOOR 4" 4 1 16 " PE R S C H E D U L E 4" 4 1 16 " 10 " PER SCHEDULE PE R S C H E D U L E DOOR TYPE: F (PAIR) MODEL: HERCULITE 5" X O X X O PE R S C H E D U L E PER SCHEDULE PE R S C H E D U L E PER SCHEDULE X X O PE R S C H E D U L E PER SCHEDULE X 38 " XXO PER SCHEDULE X 38 " X X OXO X OXOXX X X O PE R S C H E D U L E PER SCHEDULE X X X PE R S C H E D U L E PER SCHEDULE 38 " 5"5" PER SCHEDULE DOOR TYPE: G (XO) MODEL: ULT5920 (10'-0" height & below) PE R S C H E D U L E PE R S C H E D U L E MODEL: ULT5520 (above 10'-0" height) DOOR TYPE: H (XXO) MODEL: ULT5920 DOOR TYPE: J (XXXO) MODEL: ULT5920 (10'-0" height & below) MODEL: ULT5520 (above 10'-0" height) DOOR TYPE: K (XXXXO) MODEL: ULT5520 DOOR TYPE: L (OXXO) MODEL: ULT5920 DOOR TYPE: M (OXXXXO) MODEL: ULT5920 DOOR TYPE: N (XXXXXO) MODEL: ULT5920 (10'-0" height & below) MODEL: ULT5520 (above 10'-0" height) XO PE R S C H E D U L E PER SCHEDULE DOOR TYPE: KK (XXO) MODEL: ULT5920 POCKET DOOR TYPE: W (SINGLE) MODEL: GLASS DOOR PER SCHEDULE PE R S C H E D U L E 4" 4 1 16 " PER SCHEDULE PE R S C H E D U L E 10 " 4 1 16 " C2 DOOR SCHEDULE DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 DOOR SCHEDULE - HOTEL DR. NO.LOCATION 100A PRIVATE DINING TYPE WIDTH HEIGHT SWING MATERIAL H 16' - 10"9' - 10"AL/GL HW SET -30.0 100B PRIVATE DINING G 12' - 4"9' - 10"AL/GL-30.0 100C PRIVATE DINING C 4' - 0"9' - 10"AL/GL-3.0 102A 3-MEAL F 6' - 0"9' - 10"AL/GL-2.0 102B 3-MEAL N 36' - 0"10' - 0"AL/GL-30.0 102C 3-MEAL J 24' - 0"10' - 0"AL/GL-30.0 102D 3-MEAL F 7' - 0"10' - 0"AL/GL-2.0 107A LOBBY / LOUNGE F 5' - 10"9' - 11"AL/GL-2.0 107B LOBBY / LOUNGE F 5' - 10"9' - 11"AL/GL-2.0 107C LOBBY / LOUNGE F 5' - 10"10' - 0"AL/GL-1.0 107D LOBBY / LOUNGE M 35' - 10"10' - 0"AL/GL-30.0 107E LOBBY / LOUNGE F AL/GL-1.05' - 10"9' - 9 1/2" 108A LOBBY BAR K AL/GL-30.031' - 3 15/16"11' - 10" HOTEL 108B LOBBY BAR K AL/GL-30.031' - 2"11' - 10" 108C LOBBY BAR J AL/GL-30.025' - 1"11' - 10" DOOR TYPES NOT IN USE 136A EMPLOYEE BREAKROOM C AL/GL-4.03' - 0"7' - 0" CC -G AL/GL-30.011' - 4 7/8"10' -2" 102E CORRIDOR KK 8' - 6"10' - 0"AL/GL-21.0 103A RETAIL 1 L 16' - 6"10' - 0"AL/GL-MFR STD REFER TO SEPARATE SUBMITTAL 117A RETAIL 2 F AL/GL-12.06' -0"11' - 10" 118C RETAIL 3 D AL/GL-30.011' - 10"3' - 1"OMITTED Approved As Noted 08/09/2022 10:30:07 AM (See Interwest Transmittal) PER SCHEDULEPER SCHEDULE PE R S C H E D U L E PER SCHEDULE PE R S C H E D U L E 42 " DOOR TYPE: C (SINGLE) MODEL: WS512 HD DOOR TYPE: D.1 (SINGLE) MODEL: HERCULITE DOOR TYPE: F.1 (PAIR) MODEL: HERCULITE DOOR TYPE: D (SINGLE) MODEL: GLASS DOOR 4" 4 1 16 " PE R S C H E D U L E 4" 4 1 16 " 10 " PER SCHEDULE PE R S C H E D U L E DOOR TYPE: F (PAIR) MODEL: HERCULITE 5" X O X X O PE R S C H E D U L E PER SCHEDULE PE R S C H E D U L E PER SCHEDULE X X O PE R S C H E D U L E PER SCHEDULE X 38 " XXO PER SCHEDULE X 38 " X X OXO X OXOXX X X O PE R S C H E D U L E PER SCHEDULE X X X PE R S C H E D U L E PER SCHEDULE 38 " 5"5" PER SCHEDULE DOOR TYPE: G (XO) MODEL: ULT5920 (10'-0" height & below) PE R S C H E D U L E PE R S C H E D U L E MODEL: ULT5520 (above 10'-0" height) DOOR TYPE: H (XXO) MODEL: ULT5920 DOOR TYPE: J (XXXO) MODEL: ULT5920 (10'-0" height & below) MODEL: ULT5520 (above 10'-0" height) DOOR TYPE: K (XXXXO) MODEL: ULT5520 DOOR TYPE: L (OXXO) MODEL: ULT5920 DOOR TYPE: M (OXXXXO) MODEL: ULT5920 DOOR TYPE: N (XXXXXO) MODEL: ULT5920 (10'-0" height & below) MODEL: ULT5520 (above 10'-0" height) XO PE R S C H E D U L E PER SCHEDULE DOOR TYPE: KK (XXO) MODEL: ULT5920 POCKET DOOR TYPE: W (SINGLE) MODEL: GLASS DOOR PER SCHEDULE PE R S C H E D U L E 4" 4 1 16 " PER SCHEDULE PE R S C H E D U L E 10 " 4 1 16 " C3 DOOR SCHEDULE DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 DOOR SCHEDULE - SPA DR. NO.LOCATION TYPE WIDTH HEIGHT SWING MATERIAL HW SET SPA 311A LOBBY / LOUNGE W AL/GL-1.03' - 10"10' -0" 311B LOBBY / LOUNGE L AL/GL-20.015' - 8 5/8"9' - 10" 311C LOBBY / LOUNGE W AL/GL-1.13' - 10"10' - 0" 314A SALON D AL/GL-8.03' - 0 1/4"9' - 10" 314B SALON L AL/GL-20.015' - 10"9' - 10" 316A FITNESS D AL/GL-1.03' - 8 1/4"9' - 10" 316B FITNESS D AL/GL-1.14' - 0"9' - 10" 316H FITNESS STUDIO H AL/GL-20.012' - 0 3/4"10' - 0" 320A RECEPTION D AL/GL-1.13' - 0"9' - 10" 320B RECEPTION D AL/GL-1.13' - 0"9' - 10" 321A CO-ED LOUNGE D AL/GL-1.03' - 0"9' - 10" 321B CO-ED LOUNGE L AL/GL-20.018' - 10"9' - 10" 321C CO-ED LOUNGE D AL/GL-1.13' - 0"9' - 10" 322A WOMEN'S LOCKER ROOM D AL/GL-1.03' - 0"9' - 10" 325A WOMEN'S LOUNGE D AL/GL-8.13' - 0"9' - 10" 327A MEN'S LOCKER ROOM D AL/GL-1.03' - 0"9' - 10" 330A MEN'S LOUNGE D AL/GL-8.13' - 0"9' - 10" 341B TREATMENT ROOM G AL/GL-20.09' - 0"8' - 0" 342B TREATMENT ROOM G AL/GL-20.09' - 0"8' - 0" 343B TREATMENT ROOM G AL/GL-20.09' - 0"8' - 0" 344B TREATMENT ROOM G AL/GL-20.09' - 0"8' - 0" 345B TREATMENT ROOM G AL/GL-20.09' - 0"8' - 0" 346B TREATMENT ROOM G AL/GL-20.09' - 0"8' - 0" 347B TREATMENT ROOM G AL/GL-20.09' - 0"8' - 0" 348B TREATMENT ROOM G AL/GL-20.09' - 0"8' - 0" 349B LARGE TREAT. ROOM G AL/GL-20.011' - 0"8' - 0" 350B G AL/GL-20.011' - 0"8' - 0" 351B ACC. TREAT. ROOM G AL/GL-20.011' - 0"8' - 0" 352B COUPLES TREAT. ROOM G AL/GL-20.011' - 0"8' - 0" 353B TREATMENT ROOM G AL/GL-20.011' - 0"8' - 0"TREATMENT ROOM 354B G AL/GL-20.011' - 0"8' - 0"TREATMENT ROOM 355B G AL/GL-20.011' - 0"8' - 0"TREATMENT ROOM 359B D AL/GL-8.03' - 0"7' - 10"FITNESS DOOR TYPES NOT IN USE 312B ADMIN G AL/GL-12.010' - 0"7' - 0"(OMMITED) Approved As Noted 08/09/2022 10:30:07 AM (See Interwest Transmittal) C4 HARDWARE SCHEDULE HOTEL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 HARDWARE SET: 1.0 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 2 INT PIVOT M19 626 RF 4 PIVOT SET 147 626 RF 1 EXIT DEVICE (EXIT ONLY)43 AD8410 US32D SA 1 EXIT DEVICE (NIGHT LATCH)DG164 43 AD 8410 106 US32D SA 1 PERMANENT CORE DGI 6300 US15 SA 2 PULL RM2230-96 OA x 80"CTC USD32D RO 2 CONCEALED CLOSER PH91N 90N 626 RF 1 DOOR STOP 466-RKW BLACK RO 1 THRESHOLD STONE MATCH FLOORING -PE 1 SWEEP 315CN -PE HARDWARE SET: 2.0 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 2 ADA FLOOR CLOSER FC-6275-105NHO -GS 2 PIVOT PV-WALKBEAM US32D GS 2 EXIT DEVICE PDU8000-3 US32D GS 2 MORTISE CYLINDER 64 41 US32D SA 2 PERMANENT CORE DGI 6300 US15 SA 2 DOOR STOP 466-RKW BLACK RO 1 THRESHOLD STONE MATCH FLOORING -PE 1 GASKETING BY DOOR MANUFACTURER -OT 1 STRIKE MSK-DBL US32D GS HARDWARE SET: 3.0 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 ADA FLOOR CLOSER FC-6275-105NHO -GS 1 PIVOT PV-WALKBEAM US32D GS 1 EXIT DEVICE PDU8000-3 US32D GS 1 MORTISE CYLINDER 64 41 US32D SA 1 PERMANENT CORE DGI 6300 US15 SA 1 DOOR STOP 466-RKW BLACK RO 1 THRESHOLD STONE MATCH FLOORING -PE 1 GASKETING BY DOOR MANUFACTURER -OT 1 STRIKE MSK-DBL US32D GS HARDWARE SET: 4.0 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 CONTINUOUS HINGE CFM HDI PE 1 MORTISE LOCK 2190 DESIGNER HANDLE MW US10B AD 1 MORTISE CYLINDER 64 42 US32D SA 1 PERMANENT CORE DGI 6300 US15 SA 1 SURFACE CLOSER P7500 689 NO 1 DOOR STOP 466-RKW (OH STOP AS REQUIRED)BLACK RO 1 THRESHOLD 171A -PE HARDWARE SET: 12.0 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 ADA FLOOR CLOSER PH 27-180A -GS 1 PIVOT PV-WALKBEAM US32D GS 1 MORTISE CYLINDER 64 41 US32D SA 1 LOCKING PULL LP3301FHU US32D GS 1 DOOR STOP 441H US26D RO HARDWARE SET: 20.0 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 HINGE, FULL MORTISE TA2714 (NRP)US26D MK 1 CLASSROOM LOCK DG164 8237 TRMW US26D SA 1 PERMANENT CORE DGI 6300 US15 SA 1 DOOR STOP RM850 US32D RO 3 SILENCER 608/609 -RO 1HW SET 1.0 HARDWARE SCHEDULE - HOTEL 3HW SET 3.0 5HW SET 12.0 2HW SET 2.0 4HW SET 4.0 6HW SET 20.0 HARDWARE SET: 30.0 QTY DESCRIPTION CATALOG NUMBER FINISH MFR HARDWARE BY DOOR MANUFACTURER 7HW SET 30.0 HARDWARE SET: 1.1 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 ADA FLOOR CLOSER FC-6275-105NHO GS 1 PIVOT PV-WALKBEAM US32D GS 1 EXIT DEVICE PDU8000-3 US32D GS 1 MORTISE CYLINDER 64 41 US32D SA 1 PERMANENT CORE DG1 6300 US15 SA 1 ELECTRIC STRIKE ESK-SGL US32D GS 1 DOOR STOP 466-RKW BLACK RO 1 THRESHOLD STONE MATCH FLOORING PE 1 GASKETING BY DOOR MANUFACTURER OT 1 CARD READER (BY OTHERS)RFID REMOTE CONTROL VI 8HW SET 1.1 NOT IN USE Approved As Noted 08/09/2022 10:30:07 AM (See Interwest Transmittal) C6 HARDWARE SCHEDULE SPA DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 1HW SET 1.0 HARDWARE SCHEDULE - SPA 2HW SET 1.1 HARDWARE SET: 8.0 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 ADA FLOOR CLOSER FC-6275-105NHO -GS 1 PIVOT PV-WALKBEAM US32D GS 1 MORTISE CYLINDER 64 41 US32D SA 1 LOCKING PULL LP3301FHU US32D GS 1 DOOR STOP 441H US26D RO 3HW SET 8.0 HARDWARE SET: 8.1 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 ADA FLOOR CLOSER FC-6275-105NHO -GS 1 PIVOT PV-WALKBEAM US32D GS 1 MAGNETIC LOCK M680E 628 SU 1 MORTISE CYLINDER 64 41 US32D SA 1 LOCKING PULL LP3301FHU US32D GS 1 DOOR STOP 441H US26D RO 1 EXIT BUTTON MAG-EEB2 US32D GS 1 CARD READER RFID REMOTE CONTROLLER -VI 4HW SET 8.1 HARDWARE SET: 20.0 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 HARDWARE BY DOOR SUPPLIER -OT 5HW SET 20.0 HARDWARE SET: 8.1 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 ADA FLOOR CLOSER FC-6275-105NHO GS 1 PIVOT PV-WALKBEAM US32D GS 1 EXIT DEVICE PDU8000-3 US32D GS 1 MORTISE CYLINDER 64 41 US32D SA 1 PERMANENT CORE DGI 6300 US15 SA 1 DOOR STOP 466-RKW BLACK RO 1 THRESHOLD STONE MATCHING FLOORING PE 1 GASKETING BY DOOR MANUFACTURER OT 1 STRIKE MSK-SGL US32D GS HARDWARE SET: 8.1 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 ADA FLOOR CLOSER FC-6275-105NHO GS 1 PIVOT PV-WALKBEAM US32D GS 1 EXIT DEVICE PDU8000-3 US32D GS 1 MORTISE CYLINDER 64 41 US32D SA 1 PERMANENT CORE DGI 6300 US15 SA 1 ELECTRIC STRIKE ESK-SGL US32D GS 1 DOOR STOP 466-RKW BLACK RO 1 THRESHOLD STONE MATCH FLOORING PE 1 GASKETING BY DOOR MANUFACTURING OT 1 CARD READER RFID REMOTE CONTROLLER VI Approved As Noted 08/09/2022 10:30:07 AM (See Interwest Transmittal) PRIVATE DINING 100 SECURITY 140 REFUSE 145 BAR 101 EMPLOYEE BREAKROOM 136 C K G F E N P K.7 H 100A 100B 18 ' - 0 " 10 ' - 3 1 / 2 " 6' - 0 " 12 ' - 9 " 13 ' - 2 " 8' - 1 1 " 6' - 1 1 " 9' - 7 " 5' - 5 " 14 ' - 9 1 / 2 " 6' - 5 1 / 2 " 10 ' - 9 " 9' - 1 1 / 2 " 15 ' - 0 1 / 2 " D G.5 J L M 136A 138A 115A 143A 144A 145A 146B 146C 100C 141C 146A 148A 138B 141B 141A 100E 139A 148B ELECTRICAL 138 IDF 139 BOH VESTIBULE 146 147E LACT. RM 137 137A GOLF CART PARKING 147 MECHANICAL YARD 148 BOILER ROOM 143 CAN WASH 144 105A 147B 148C KITCHEN 141 141G 141H 141F 141D 141E 102A 147A 19'-8 1/8"20'-9 3/8" CHEF'S OFF 149 IRD ORDER 150 140A 3' - 0 7 / 8 " 1' - 1 7 / 8 " 13'-2"3'-2 1/2"6'-9 1/4"4'-0"4'-0"5'-10 3/8"5'-6 1/2" 3' - 3 5 / 8 " 4' - 3 " 1' - 2 1 / 8 " 3' - 6 " 3' - 6 " 2'-8 1/8"9'-5 1/2"7'-7 3/4"8'-6 3/4" 3 3/8" 4' - 8 5 / 8 " 1' - 1 3 / 4 " 2' - 5 3 / 8 " 3 1 / 4 " 7' - 2 1 / 4 " 4'-6 7/8"2'-7 3/8" 2'-7 3/8" 1' - 3 7 / 8 " 3' - 3 5 / 8 " 2' - 6 " 10 ' - 9 " 6' - 8 1 / 4 " 2'-10 5/8" 8'-11 7/8"2'-4 3/8" 8 5 / 8 " 2' - 3 1 / 8 " 3' - 4 " 3' - 4 " 3' - 7 3 / 8 " 3 3/8"1'-7 3/8" 2' - 8 7 / 8 " 2' - 5 3 / 4 " 2' - 6 1 / 4 " 10 ' - 5 " 1' - 4 3 / 4 " 2' - 8 1 / 4 " 3' - 0 1 / 8 " 3' - 0 1 / 4 " 4'-6 1/8" 5'-7 3/8" 149A 150A 2'-6 1/8" 5'-7 5/8"6'-1 1/8" 11 ' - 1 1 3 / 8 " 2' - 7 1 / 8 " 12 ' - 6 3 / 4 " 8' - 2 7 / 8 " 8' - 7 1 / 2 " 3'-6 3/4" 2'-0 7/8" 4'-1 3/8" 2 E12 2 E1 5 E5 1 E5 2 E5 1 E1 1 E1 3 5 E5 E12 10.3 11 1211.510.610 13 14 15 DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 FLOOR PLAN CONSTRUCTION PLAN-LEVEL 01-H1 EAST SCALE: 1/8" = 1'-0"1 P1 Approved As Noted 08/09/2022 10:30:07 AM (See Interwest Transmittal) REVENUE OFFICE 112 RETAIL 2 117 FRONT DESK 110 LOBBY / LOUNGE 107 3-MEAL 102 LOBBY BAR 108 CORR. 105 MEN'S RR 122 WOMEN'S RR 121 LUGGAGE STORAGE 116 BAR PANTRY 109 RETAIL 3 118 EX. SUITE 123 ASST. HK DIR. 132 BOH-MEN 128 BAR 101 C K G F E A N K.7 24'-5"7'-2"18'-0"32'-0"14'-4 1/2"3'-7 1/2"8'-10 1/2"16'-5 1/2"12'-8"11'-8"10'-11"11'-8" H 16 ' - 1 0 " 18 ' - 0 " 10 ' - 3 1 / 2 " 6' - 0 " 12 ' - 9 " 13 ' - 2 " 15 ' - 1 0 " 9' - 7 " 5' - 5 " 14 ' - 9 1 / 2 " 6' - 5 1 / 2 " 10 ' - 9 " 9' - 1 1 / 2 " 15 ' - 0 1 / 2 " B D G.5 J L M 107A 107B 115D 123B 102A 102B 102C 102D 107C 107D 107E 108C 108B 108A 109B 117A 121A 121B 122A 122B 106A 112A 113A 142A 127A 105A 141C 120A 100B 132A131A 128A 119A 141B 100E 114A 129A BOH CORRIDOR 115 109A FOH OFFICE 1 111 VALET 113 STORAGE 114 DIRECTOR 124 F&B DIR. 125 RES. MNG. 126 PLUMB 119 LOBBY BAR TERRACE 151 3-MEAL TERRACE 152 STORAGE 106 5'-1 3/4" 2' - 1 1 7 / 8 " 1 1 11 2 RETAIL 1 103 6' - 1 1 " 11 ' - 0 " 8' - 1 " 3' - 1 " 7' - 5 " 2' - 7 " 1' - 0 " 141D 153A BOH- WOMEN 127 HK DIR. 131 HK STO. 129 HOUSE KEEPING 133 FOH OFFICE 2 142 124 125 126 116A 141E 111A 115C 123A 115B 4' - 7 3 / 8 " 1'-0" 3'-9 7/8"1'-0" 3'-4 5/8" 2'-11 5/8" 1' - 0 " 10 1 / 2 " 9' - 7 3 / 8 " 2' - 6 1 / 8 " 2' - 8 " 2' - 1 1 1 / 4 " 7'-3 3/4"5 3/4" 11'-3 7/8"6'-6 5/8"25'-11 1/2" 2'-5 3/8" 8' - 4 3 / 8 " 3 5 / 8 " 6'-9" 1'-4" 2'-0 1/2" 2'-0 7/8" 1' - 1 0 1 / 2 " 12 ' - 1 1 / 2 " 1' - 5 3 / 4 " 4 3 / 4 " 10 3 / 4 " 2' - 5 " 7'-6"11 7/8" 8'-5 3/4"9'-7 7/8"9 3/8"8'-3 1/4" 103A 2' - 0 " 1' - 1 1 " 2' - 1 1 / 4 " 1 102E 7 1/4" 1 E3 4 E1 1 E12 E4 1 E11 2 3 E1 1 E11 2 E2 E5 4 3 E2 3 E10 1 E2 E5 3 E5 3 E5 3 E5 3 3 E10 3 E10 E5 3 4 E9 5 E17 1 2 3 4 5 6.3 7 10.3688.5 9 10 DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 FLOOR PLAN P2CONSTRUCTION PLAN-LEVEL 01-H1 WEST SCALE: 1/8" = 1'-0"1 Approved As Noted 08/09/2022 10:30:07 AM (See Interwest Transmittal) E E F F H K L C D G P M E.2 SALON 314 LOBBY/LOUNGE 311 ADMIN. 312 FITNESS 316 DIRECTOR OFF. 313 ELECTRICAL ROOM 318 MENS RR 317 311A 311C 314A 327A 316B 337A 315A 361A 313A 312A 312B 322A 314B 312A FIT. STUDIO 359 1' - 7 " 18 ' - 1 " 17 ' - 0 " 9' - 2 " 5' - 2 " 15 ' - 6 " 338A 311B 316A 316H 359A MEN'S GARDEN 338 N Q R S WH 361 51' - 8 5/8"4' - 6"5' - 2 7/8"3' - 4 1/8" 2' - 9 1/8" 30 ' - 9 5 / 8 " 52 ' - 0 3 / 4 " 10 ' - 8 1 / 8 " 3' - 7 " 2' - 5 1 / 4 " 56' - 7 1/2" 5' - 9 1/2" 17' - 5 5/8"31' - 5 1/4"39' - 8 5/8" 46 ' - 6 " 3' - 5 1 / 4 " 15 ' - 6 " 48' - 8 5/8"13' - 3 3/4" WOMENS RR 315 CORRIDOR 364 317A 364A 364B 367A FIRE RISER 367 FITNESS STORAGE 369 338B 318A 369A 369B FITNESS STORAGE 369 15 ' - 1 0 1 / 4 " 2' - 0 " E7 1 E10 1 1 E8 3 E8 1 E9 2 E6 3 E6 2 E9 2 E17 2 E8 E8 2 3 E9 4 E16 3.1 E9 UPPER LEVEL 5 E9 UPPER LEVEL 6 E15 221914121713 23911102118161520 DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 CONSTRUCTION PLAN-LEVEL 01-HS EAST SCALE: 1/8" = 1'-0"1 P3 FLOOR PLAN Approved As Noted 08/09/2022 10:30:07 AM (See Interwest Transmittal) E F C B D G M MEN'S STEAM ROOM 329 MEN'S SAUNA 328 TREATMENT ROOM 341 TREATMENT ROOM 342 TREATMENT ROOM 343 TREATMENT ROOM 344 TREATMENT ROOM 345 TREATMENT ROOM 346 TREATMENT ROOM 347 TREATMENT ROOM 348 LARGE TREAT. ROOM 349ACC. TREAT. RM 350 COUPLES TREAT. RM. 351 TREAT. ROOM 355 TREAT. ROOM 354 TREAT. ROOM 353 TREAT. ROOM 352 MECH ROOM 358 ELEC. ROOM 336 EL. 1' - 0" EL. 1' - 0" EL. 2' - 6" SL O P E D N EL. 1' - 0" 1/ 2 " / 1 ' - 0 " 1/ 2 " / 1 ' - 0 " EL. 11 3/4" CO-ED LOUNGE 321 EL. 1' - 0" MEN' LOCKER ROOM 327 WOMEN'S LOCKER ROOM 322 IDF ROOM 335 321B 334B 334A 327A 321A 320A 335A 336A 337A 332A 333A 358A 357B 357A 322A 356D 356C 356B 356A 341A351A350A349A348A347A346A345A344A343A342A 352A353A354A355A 338A 325A 326A 331A 330A 330B 321C 325B 320B RECEPTION 320 N Q R S TREATMENT PREP, LINEN/PRODUCT STORAGE 332 HOT WATER / JAN CLOSET 333 EMPLOYEE RR's & LOCKERS 334 MEN'S LOUNGE 330 MEN'S GARDEN 338 MEN'S RESTROOM 357MEN'S CHANGING RM 331 WOMEN'S LOUNGE 325 WOMEN'S RESTROOM 356 WOMEN'S CHANGING RM 326 WOMEN'S STEAM ROOM 324 WOMEN'S SAUNA 323 1/8" / 1'-0" EL. 2' - 0 1/2" 1/ 2 " / 1 ' - 0 " 1/2" / 1'-0" EL. 2' - 6" SL O P E D N 2' - 9 " 14 ' - 6 " 9' - 0 " 12 ' - 5 " 5' - 6 " 19 ' - 8 " 5' - 6 " 19 ' - 0 " 19 ' - 6 " 5' - 11"16' - 6 1/2"11' - 8"11' - 8 1/8"9' - 8"9' - 8 1/8"9' - 8"9' - 8 1/8"9' - 8"9' - 8 1/8"9' - 8"9' - 1 1/2" 6 1/2" 10' - 0 5/8"50' - 10 7/8"7' - 7 1/4"5' - 9 1/2" 20 ' - 6 1 / 2 " 8' - 5 1 / 2 " 20 ' - 1 3 / 4 " 14' - 4 1/8" 1' - 6 3/8" 9' - 1 1/2"9' - 8"9' - 8"9' - 8"79' - 2 1/8" 3' - 0 3/4" 9' - 1 3 / 4 " 9' - 8 1 / 2 " 90 ' - 5 " 8' - 4 1 / 4 " 5' - 4 7 / 8 " 16 ' - 4 3 / 8 " 46 ' - 3 " 2' - 5 1 / 4 " 66 ' - 1 1 3 / 8 " 366A SL O P E D N SLOPE DN 355B 354B 353B 352B 351B 350B 349B 348B 347B 346B 345B 344B 343B 342B 341B POOL EQUIPMENT ROOM #1 337 9' - 1 0 3 / 4 " 366B 371A STEAM & SAUNA ELEC ROOM 371 370A STEAM & SAUNA ELEC ROOM 370 MEN' LOCKER ROOM 327 WOMEN'S LOCKER ROOM 322 A 3' - 9 1/2"3' - 8 1/2"3' - 8 1/2"3' - 8 1/2"3' - 8 1/2"3' - 8 1/2"3' - 8 1/2"3' - 8 1/2"1' - 9 1/2" 1' - 11" 3' - 9 1/2"3' - 9"3' - 9 1/2"3' - 9" 5' - 0" 4' - 1 1 1 / 4 " 4' - 1 1 1 / 4 " 2' - 11"8' - 4 1/4"3' - 1 1/4" SID SID SID A SI M SI M OP P TREATMENT ROOM EXTERIOR HALL 366 3 E6 2 E10 3 E6 6 E5 6 E5 7 E5 7 E5 3 E15 E15 2 4 E15 1 E15 4 E15 E15 2 E15 2 E15 2 4 E6 4 E6 1 E15 1 E15 1 E15 1 E15 1 E15 1 E15 1 E15 4 E8 4 E8 5 E16 7 954312 1086 DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 CONSTRUCTION PLAN-LEVEL 01-HS WEST SCALE: 1/8" = 1'-0"1 P4 FLOOR PLAN Approved As Noted 08/09/2022 10:30:08 AM (See Interwest Transmittal) F.F.L. F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - A STOREFRONTS 2 --MHA10.400 1/2" = 1'-0"1 E1 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 (OPG1900): 2-1/4"X 7" FRAME TYPE - C CURTAIN WALL 1 --MHA10.400 1/2" = 1'-0"3 E1 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - B STOREFRONTS 2 --MHA10.400 1/2" = 1'-0"2 E1 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - D STOREFRONTS 1 --MHA10.400 1/2" = 1'-0"4 E1 2"5'-117 8" D.L.O. 2"5'-117 8" D.L.O. 2"5'-117 8" D.L.O. 2"5'-117 8" D.L.O. 2"5'-117 8" D.L.O. 2"5'-117 8" D.L.O. 2" 3 8"3 8" 37'-13 4" R.O. (V.I.F.) 214" 2' - 1 1 " D. L . O . 2" 3 8" 3 8" 3' - 4 " R . O . ( V . I . F . ) 10 ' - 1 5 8" 3 8" 10 ' - 2 " R . O . ( V . I . F . ) X X OXXX D3 1 D14 1 D19 1 D11 1 D14 2 37'-1" F.D. (V.I.F.) 3' - 1 1 4" F . D . 10 ' - 2 " 3 8"36'-41 8" F.D.91 4" GL1 D6 4 D3 1 D3 4 D3 6 D3 2 DOOR#:102A TYPE:F MODEL:HERCULITE HW SET:2.0 HAND:PAIR SWING:SWING OUT 102B DOOR#:102B TYPE:N MODEL:ARCADIA ULT5920 HW SET:30.0 SWING:SLIDING DOOR DOOR#:100C TYPE:C MODEL:ARCADIA WS512 HD HW SET:3.0 HAND:LEFT HAND REVERSE SWING:SWING OUT D3 3 D4 1 D6 5 D6 5 D3 4 D5 4 D6 2 100C 9' - 1 0 1 8" DO O R O P R N I N G 214" 9' - 7 1 2" D . L . O . 214" 3 8" 10 ' - 0 " F . D . 3 8" 10 ' - 0 3 4" R . O . ( V . I . F . ) 2'-8"2"2" 3 8"3'-0" 3 8" 3'-03 4" 214" 9' - 7 1 2" 214" 3 8" 10 ' - 0 " 3 8" 10 ' - 0 3 4" 2"5'-65 8"2"5'-61 2"2"4'-0"2"2'-9"21 8" D3 2 D3 2 3 8"18'-8" 3 8" 18'-83 4" SIM. D4 5 @ CORNER OF SF-A & B D3 1 SIM. D4 1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 14 ' - 6 " PL A T E L E V E L ( V . I . F . ) D3 1 14' - 6" 11' - 2" 10' - 2" T.O. PLATE T.O. BEAM B.O. BEAM D2 1 D24 6 D2 4 D2 5 D2 4 D1 4 D1 1 102A 9' - 1 0 " D . O . 214" 4' - 3 1 2" 214" 14 ' - 6 " 3 8" 14 ' - 6 3 8" 21 4"6'-0" D.O./ D.L.O. 21 4" 3 8"6'-41 2" F.D.3 8" 6'-51 4" R.O. (V.I.F.) D1 4 SIM GL1 GL2 GL2 SIM. 6'-0" DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E1 ELEVATION Approved As Noted 08/09/2022 10:30:08 AM (See Interwest Transmittal) F.F.L. F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - E STOREFRONTS 1 --MHA10.400 1/2" = 1'-0"1 E2 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - G STOREFRONTS 1 --MHA10.400 1/2" = 1'-0"3 E2 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 (OPG1900): 2-1/4"X 7" FRAME TYPE - F CURTAIN WALL 1 --MHA10.400 1/2" = 1'-0"2 E2 D5 1 D3 1 D16 2 D16 1 D3 2 1 D11 5 D5 5 D5 1 D19 DOOR#:102D TYPE:F MODEL:HERCULITE HW SET:2.0 HAND:PAIR SWING:SWING OUT D2 1 D24 6 D2 4 D2 5 D2 4 D1 4 D3 3 D1 1 D19 1 D3 1 102D 102C XXOX DOOR#:102C TYPE:J MODEL:ARCADIA ULT5920 HW SET:30.0 SWING:SLIDING DOOR 10 ' - 0 " 214" 4' - 1 1 2" 214" 14 ' - 6 " 3 8" 14 ' - 6 3 8" 21 4"6'-91 2" D.O./ D.L.O. 21 4" 3 8"7'-2" F.D. 3 8" 7'-23 4" R.O. (V.I.F.) 214" 9' - 8 3 4" 214" 3 8" 10 ' - 1 1 4" 3 8" 10 ' - 2 " B . O . B E A M 1' - 0 " 3' - 4 3 4" R . O . ( V . I . F ) 3 8" 3 8" 3' - 4 " F . D . 2" 3 8" 5'-2" D.L.O. 2"5'-4" D.L.O. 10'-10" F.D. 3 8" 10'-103 4" R.O. (V.I.,F.) 214" 2' - 1 1 1 2" 214" 3 8" 3' - 4 " 3 8" 11 ' - 2 " ( V . I . F . ) 2"5'-93 8"2"5'-10"2"5'-10"2"6'-85 8"2" 3 8"25'-0" 3 8" 25'-03 4" 10 ' - 2 " R . O . ( V . I . F . ) 214" 2' - 1 1 1 2" 214" 3 8" 3' - 4 " 3 8" 3' - 4 3 4" 11 5 8" 10 ' - 0 " D . O . 3 8" 158" 10 ' - 1 5 8" F . D . 24'-4" F.D. D1 4 SIM D4 4 D4 1 D4 1 D4 1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL2 GL2 214" 2' - 1 1 1 2" 214" 11 ' - 2 " T . O . B E A M 14' - 6" 11' - 2" 10' - 2" T.O. PLATE T.O. BEAM B.O. BEAM 14' - 6" 11' - 2" 10' - 2" T.O. PLATE T.O. BEAM B.O. BEAM 3 8"3'-11 4"2"5'-2"2"5'-4"3 8"2" 14'-11 4" F.D. D19 1 3 8"3 8" 5'-5"5'-5" SIM. 6'-91 2" DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E2 ELEVATION Approved As Noted 08/09/2022 10:30:08 AM (See Interwest Transmittal) F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - H STOREFRONTS 1 --MHA10.400 3/8" = 1'-0"1 E3 D3 1 D5 1 D3 2 - - 1 D19 1 D19 5 D5 X OXXXO 107D DOOR#:107D TYPE:M MODEL:ARCADIA ULT5920 HW SET:30.0 SWING:SLIDING DOOR 107C DOOR#:107E TYPE:F MODEL:HERCULITE HW SET:1.0 HAND:PAIR SWING:SWING OUT DOOR#:107C TYPE:F MODEL:HERCULITE HW SET:1.0 HAND:PAIR SWING:SWING OUT 214" 2' - 1 0 3 4" 214" 3 8" 3' - 3 1 4" F . D . 3 8" 1' - 0 " 214" 9' - 8 3 4" D. L . O . 214" 3 8" 10 ' - 1 1 4" F . D . 3 8" 10 ' - 2 " R . O . B. O . B E A M ( V . I . F . ) 3' - 4 " R . O . ( V . I . F . ) 0"5'-53 4"2"5'-10"2"5'-10" D.O.2"2" 3 8" 35'-91 4" F.D. 35'-10" R.O. (V.I.F.) 5'-10" D.O.2"5'-111 4" 3 8"11'-53 4"6'-2" F.D.6'-2" F.D.5'-111 4"3 8" 5'-53 4" D.L.O. 2"5'-10" D.L.O. 2"5'-10" D.L.O. 2"6'-11 8" D.L.O. 2"5'-105 8" D.L.O. 2"5'-101 8" D.L.O. 2"5'-111 4" D.L.O. 2"5'-105 8" D.L.O. 2"5'-41 4" D.L.O. 2"5'-10" D.L.O. 2"5'-91 4" D.L.O. 2" 3 8"65'-7" F.D. 3 8" 65'-73 4" R.O. (V.I.F.) 9' - 1 1 3 8" D . O . 9' - 9 5 8" D . O . D15 3 D15 4 D4 1 D4 1 D4 1 D7 2 D5 3 D5 3 5 D6 SIM.5 D6 SIM. D5 1 5 D5 SIM. D4 1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 ALIGN ALIGN ALIGN ALIGN 14' - 6" 11' - 2" 10' - 2" T.O. PLATE T.O. BEAM B.O. BEAM D24 6 D2 5 GL2 GL2 134" D24 6 D2 5 GL2 GL2 107E SIM. DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E3 ELEVATION Approved As Noted 08/09/2022 10:30:08 AM (See Interwest Transmittal) F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 (OPG1900): 2-1/4"X 7" FRAME TYPE - J CURTAIN WALL 1 --MHA10.400 1/2" = 1'-0"1 E4 D1 1 D1 5 D1 2 4 D1 4 D1 3 D2 4 D1 4 D1 6 D1 D2 1 D1 2107B107A DOOR#:107A & 107B TYPE:F MODEL:HERCULITE HW SET:2.0 HAND:PAIR SWING:SWING OUT 5'-10" DOOR OPENING 5'-10" DOOR OPENING 21 4" 9' - 9 1 8" D . O . 134" 214" 9' - 8 1 4" 214" 4' - 3 " 214" 3 8" 14 ' - 6 " 3 8" 14 ' - 6 3 4" 2"5'-93 8"21 4"5'-93 8"21 4"5'-93 8"21 4"5'-93 8"21 8"5'-10"21 4"5'-10"21 4"5'-95 8"21 4"5'-95 8"2" 3 8"48'-05 8"3 8" 48'-13 8" 24'-05 8"3 8"12'-13 4"3 8" 6 D1 6 D1 SIM. SIM. 5 D2 6 D2 5 D2 3 D2 SIM. D2 1 D24 6 D24 6 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL2 GL2 GL2 GL2 9' - 1 0 7 8" 214" CL 10 ' - 0 " 4' - 6 3 8" 3 8" DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E4 ELEVATION Approved As Noted 08/09/2022 10:30:08 AM (See Interwest Transmittal) F.F.L. F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA HUNG WINDOW 52 SERIES WINDOW 3 STOREFRONTS 2 --MHA10.400 1/2" = 1'-0"5 E5 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - M STOREFRONTS 1 1MHA10.401 1/2" = 1'-0"6 E5 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - N STOREFRONTS 1 1MHA10.401 1/2" = 1'-0"7 E5 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - L STOREFRONTS 1 --MHA10.400 1/2" = 1'-0"2 E5 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO WINDOW 1 FIXED WINDOW 5 --MHA10.400 1/2" = 1'-0"3 E5 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA HUNG WINDOW 52 SERIES WINDOW 2 FIXED WINDOW 1 --MHA10.400 1/2" = 1'-0"4 E5 D3 1 D24 1 D24 1 D4 3 D18 5 D3 2 2 D24 3 D3 3 D24 D2 2 20 6 4' - 6 3 4" R . O . ( V . I . F . ) 3 8" 4' - 6 " F . D . 3 8" 3'-03 4" R.O. (V.I.F.) 3 8"3'-0" F.D. 3 8" 6' - 6 3 4" R . O . ( V . I . F . ) 3 8" 6' - 6 " F . D . 3 8" 3'-03 4" R.O. (V.I.F.) 3 8"3'-0" F.D. 3 8" 2' - 6 " (V . I . F . ) 2' - 6 " (V . I . F . ) D18 1 D18 2 D18 3 D4 3 D3 3 D3 6 D4 2 2"2'-8" D.L.O. 2" 214" 6' - 9 1 2" D . L . O . 214" 7' - 2 " F . D . 3 8" 3 8" 7' - 2 3 4" R . O . ( V . I . F . ) 2"4'-2" D.L.O. 2" 3 8"4'-6" F.D. 3 8" 4'-63 4" R.O. (V.I.F.) 214" 9' - 7 3 8" 214" 3 8" 9' - 1 1 7 8" 3 8" 10 ' - 0 5 8" 2"1'-25 8" D.L.O. 2" 3 8"4'-83 8" F.D.3 8" 4'-91 8" R.O. (V.I.F.) 2"3'-0" D.O. 4 D24 214" 9' - 7 1 8" 214" 3 8" 9' - 1 1 5 8" 3 8" 10 ' - 0 3 8" 4 D24 4 D24 2"2'-73 8" D.L.O. 2" 9' - 1 0 " D . O . 320B 320A DOOR#:320B (Mirror) TYPE:D MODEL:HERCULITE HW SET:1.0 HAND:LEFT HAND REVERSE SWING:SWING OUT DOOR#:320A TYPE:D MODEL:HERCULITE HW SET:1.0 HAND:RIGHT HAND REVERSE SWING:SWING OUT DOOR#:327A (Mirror) MODEL:HERCULITE HW SET:1.0 HAND:LEFT HAND REVERSE SWING:SWING OUT DOOR#:322A MODEL:HERCULITE HW SET:1.0 HAND:RIGHT HAND REVERSE SWING:SWING OUT 3'-0" D.O. 2"2'-73 8" D.L.O. 2" 3 8"8'-101 2" F.D.3 8" 8'-111 4" R.O. (V.I.F.) 9' - 1 0 " D . O . 214" 214" 2' - 8 " (V . I . F . ) 327A 322A SIM. 6 D3 D3 2 D4 3 D3 3 D3 6 D3 2 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - K STOREFRONTS 1 --MHA10.400 1/2" = 1'-0"1 E5 GL1 GL1 GL1 GL1 GL2 GL1 GL1 GL1 6' - 6 3 4" R . O . ( V . I . F . ) 3 8" 6' - 6 " F . D . 3 8" 3'-03 4" R.O. (V.I.F.) 3 8"3'-0" F.D. 3 8" D18 1 D18 2 D18 3 GL1 GL1 214" 214" 6' - 9 1 2" D . L . O . 214" 7' - 0 1 8" D . O . 2"1'-11" D.L.O. 2"3'-0" D.O. 2" 3 8"5'-5" F.D. 3 8" 5'-53 4" R.O. (V.I.F.) 7' - 2 " F . D . 3 8" 3 8" 7' - 2 3 4" R . O . ( V . I . F . ) DOOR#:136A MODEL:ARCADIA WS512 HD HW SET:1.0 HAND:RIGHT HAND REVERSE SWING:SWING OUT - - D6 2 D4 3 D5 4 3 D3 SIM. 3 D3 5 D6 SIM. D3 2 MIRROR GL2 DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E5 ELEVATION Approved As Noted 08/09/2022 10:30:08 AM (See Interwest Transmittal) F.F.L. F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 (OPG1900): 2-1/4"X 7" FRAME TYPE - R CURTAIN WALL 1 --MHA10.401 1/2" = 1'-0"2 E6 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - Q STOREFRONTS 2 --MHA10.401 1/2" = 1'-0"3 E6 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - P STOREFRONTS 1 --MHA10.400 1/2" = 1'-0"1 E6 2"3'-9"2"3'-10"2"3'-10"2"3'-10"2"3'-10"2"3'-10"2"3'-9"2" 3 8"3 8" 28'-03 4" R.O. (V.I.F.) 214" 7' - 7 1 2" 214" 3 8" 3 8" 8' - 0 3 4" R . O . ( V . I . F . ) 2"3'-15 8"2"3'-0"2"2'-113 8"2" 3 8"3 8" 9'-91 2" R.O. (V.I.F.) 214" 9' - 7 3 8" 214" 3 8" 3 8" 10 ' - 0 5 8" R . O . ( V . I . F . ) D3 1 D5 4 D3 1 D4 4 D3 2 3 D3 3 D3 3 D3 5 D6 1 D4 6 D3 214" 9' - 1 0 " D . O . DOOR#:- TYPE: MODEL:ARCADIA WS512 HD HW SET:1.0 HAND:- SWING:SWING OUT DOOR#:311C TYPE:W MODEL:HERCULITE HW SET:1.0 HAND:RIGHT HAND REVERSE SWING:SWING OUT - PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - QQ1 STOREFRONTS 1 1MHA10.401 1/2" = 1'-0"4 E6 D3 1 D24 1 D3 2 6 D23 5 D23 D2 2 214" 9' - 7 3 8" 214" 3 8" 9' - 1 1 7 8" 3 8" 10 ' - 0 5 8" 2"1'-61 4" D.L.O. 2" 3 8"5'-0" F.D. 3 8" 5'-03 4" R.O. (V.I.F.) 2"3'-0" D.O. 4 D24 9' - 1 0 " D . O . 321C 321A DOOR#:321C TYPE:D MODEL:HERCULITE HW SET:1.0 HAND:RIGHT HAND REVERSE SWING:SWING OUT DOOR#:32IA (Mirror) TYPE:D MODEL:HERCULITE HW SET:1.0 HAND:LEFT HAND REVERSE SWING:SWING OUT 214" SIM D3 2 D6 2 GL1 GL1 GL2 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 9' - 1 1 7 8" 9'-83 4" 28'-0" F.D. 214" 9' - 9 3 8" 214" 3' - 7 1 2" 214" 3 8" 3 8" 14 ' - 0 3 8" R . O . ( V . I . F . ) D1 1 D1 2 4 D1 2 D19 4 D24 6 D1 1 D4 1 D4 D24 D2 1D5 6 9' - 1 0 1 4" D . O . 311C 21 4"3'-85 8"21 4"3'-85 8"21 4"3'-93 4"21 4"4'-37 8" 3 8"16'-37 8"3 8" 16'-45 8" 4 D24 6 4 D1 2 D19 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL2 SIM. MIRROR 1 D4 SIM. 10 ' - 0 " 134" 3 8" 14 ' - 0 3 8" 4' - 0 " 13 ' - 1 1 5 8" DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E6 ELEVATION NOT IN USE Approved As Noted 08/09/2022 10:30:08 AM (See Interwest Transmittal) F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 (OPG1900): 2-1/4"X 7" FRAME TYPE - S CURTAIN WALL 1 --MHA10.401 1/2" = 1'-0"1 E7 214" 9' - 9 3 8" 214" 3' - 6 1 4" 214" 3 8" 3 8" 13 ' - 1 1 1 8" R . O . ( V . I . F . ) 0"4'-21 8"21 4"3'-91 2"21 4"3'-91 2"21 4"3'-91 2"21 4"3'-91 2"3'-91 4"21 4"3'-91 4"21 4"3'-91 4"21 4"3'-91 4"21 4"3'-91 4"21 4"3'-91 4"21 4"3'-111 2" 3 8"3 8" 48'-03 4" R.O. (V.I.F.) D1 1 D16 4 D16 4 2 D19 7 D15 6 D1 2 D19 2 D19 OXXO DOOR#:311B TYPE:L MODEL:ARCADIA ULT5920 HW SET:20.0 SWING:SLIDING DOOR 9' - 1 1 5 8" D . F . S . 311B 3 8" 3 8"15'-8" F.D.27'-107 8" F.D. 48'-0" D1 5 5 D15 7 D15 2 D19 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 4 D19 SIM. 3 8"4'-43 8" GL1 3 8" 10 ' - 0 " 3' - 1 0 3 4" 3 8" 13 ' - 1 1 1 8" 13 ' - 8 1 8" 21 4" 3 8" 6 D2.I D16 3 D16 3 6 D25 1-1/2" x 4-1/2" CONTINUOUS STEEL REINFORCEMENT WELDED 6 D25 2 D2.I D26 1 D26 3D26 3 SIM.D26 2 DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E7 ELEVATION Approved As Noted 08/09/2022 10:30:08 AM (See Interwest Transmittal) F.F.L. F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 (OPG1900): 2-1/4"X 7" FRAME TYPE - T CURTAIN WALL 1 --MHA10.401 1/2" = 1'-0"1 E8 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - U STOREFRONTS 1 --MHA10.401 1/2" = 1'-0"3 E8 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - V STOREFRONTS 2 --MHA10.401 1/2" = 1'-0"2 E8 1'-73 4"2" 3 8" 2'-0" R.O. (V.I.F.) 2" 9' - 8 " 2"3 8" 3 8" 10 ' - 0 3 4" R . O . ( V . I . F . ) D16 6 D3 1 D3 1 - - D3 2 D3 2D16 4 4 D3 2 D19 4 D3 4 D1 6 D1 6 D3 5 D16 5 D16 6 D5 2 19 6 D1 D1 1 D3 1 314B OXXO 1'-8" D.L.O. 2"2'-105 8" D.L.O. 2" 3 8"15'-10" F.D. 2"2'-105 8" D.L.O. 2"1'-8" D.L.O. 5'-05 8" F.D.3 8" 26'-0" R.O. (V.I.F.) 214" 9' - 7 1 8" D . L . O . 214" 10 ' - 0 " D . F . S . 3 8" 9' - 1 1 5 8" F . D . 3 8" 10 ' - 0 3 8" R . O . ( V . I . F . ) 311A DOOR#:314B TYPE:L MODEL:ARCADIA ULT5920 HW SET:20.0 SWING:SLIDING DOOR DOOR#:311A TYPE:W MODEL:HERCULITE HW SET:1.0 HAND:LEFT HAND REVERSE SWING:SWING OUT 9' - 1 0 1 4" D . O . 4'-0" D3 2 330A 9' - 1 0 " D . O . 214" 10 ' - 0 1 4" F . D . 3 8" 10 ' - 0 5 8" R . O . ( V . I . F . ) 2"3'-0" D.O.2"3'-1011 16" D.L.O. 2"3'-1011 16" D.L.O. 2" 3 8"11'-53 8" F.D.3 8" 11'-61 8" R.O. (V.I.F.) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - VV STOREFRONTS 1 1MHA10.401 1/2" = 1'-0"4 E8 DOOR#:325A (Mirror) TYPE:D MODEL:HERCULITE HW SET:8.0 HAND:RIGHT HAND SWING:SWING IN 325A DOOR#:330A TYPE:D MODEL:HERCULITE HW SET:8.0 HAND:LEFT HAND SWING:SWING IN 5 D15 6 D5 D3 2 D3 1 1 D4 8 D22 4 D1 6 D1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1GL1 GL1 GL1 GL1 GL1 GL1GL1GL1GL1 SIM. 41 2" 2"2" 4 D3 SIM. 5'-05 8" 41 2" 5 D1 4'-25 8" D.L.O. 21 4"4'-0" D.L.O./ D.O. 21 4"3'-83 8" D.L.O. 21 4"3'-83 8" D.L.O. 21 4" 3 8"16'-43 8" F.D. 16'-43 4" R.O. (V.I.F.) 214" 9' - 9 3 8" D . L . O . 214" 3' - 7 7 8" D. L . O . 214" 3 8" 14 ' - 0 " F . D . 3 8" 14 ' - 0 3 4" R . O . ( V . I . F . ) 2" BREAK METAL TO MATCH STOREFRONT FINISH BREAK METAL TO MATCH STOREFRONT FINISH BREAK METAL TO MATCH STOREFRONT FINISH 10 ' - 0 " F . D . 134" 10 ' - 0 " 4' - 0 3 8" 3 8" 14 ' - 0 3 4" D24 1 5 D23 D2 2 4 D24 GL2 SIM. DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E8 ELEVATION Approved As Noted 08/09/2022 10:30:09 AM (See Interwest Transmittal) F.F.L. F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - Y STOREFRONTS 1 --MHA10.401 1/2" = 1'-0"3 E9 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - W STOREFRONTS 1 --MHA10.401 1/2" = 1'-0"1 E9 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - X STOREFRONTS 1 --MHA10.401 1/2" = 1'-0"2 E9 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - AA STOREFRONTS 3 --MHA10.401 1/2" = 1'-0"4 E9 D3 1 D3 1 D3 1 D3 1 D21 2 D3 2 D3 2 D3 2 3 D19 5 D16 1 D19 3 D3 3 D3 1 D4 6 D3 1 D19 6 D3 6 D3 1 D4 6 D3 D19 4 6 D4 DOOR#:316A TYPE:D MODEL:HERCULITE HW SET:1.0 HAND:LEFT HAND REVERSE SWING:SWING OUT 316A DOOR#:316H TYPE:H MODEL:ARCADIA ULT5920 HW SET:20.0 SWING:SLIDING DOOR X XO D21 1 12'-05 8" F.D.3 8"3'-4" 3 8" 15'-53 4" R.O. (V.I.F.) 10 ' - 0 " D . F . D . 3 8" 10 ' - 0 3 8" R . O . ( V . I . F . ) 9' - 1 0 " D . O . 214" 10 ' - 0 1 4" F . D . 3 8" 10 ' - 0 5 8" R . O . ( V . I . F . ) 3 8"214" 1' - 9 1 2" D. L . O . 214" 2' - 2 " F . D . 3 8" 2' - 2 3 4" R . O . (V . I . F . ) 2"3'-53 8" D.L.O. 2"3'-91 2" D.L.O. 2"3'-91 2" D.L.O. 2" 3 8"19'-77 8" F.D.3 8" 19'-85 8" R.O. (V.I.F.) 2"3'-81 4"2"3'-103 8"2"3'-103 8"2"3'-103 8"2" 3 8"16'-11 4"3 8" 16'-2" R.O. (V.I.F.) D3 1 2"3'-0"2" 3 8"3'-4" 3 8" 3'-43 4" 214" 1' - 5 1 2" D. L . O . 214" 3 8" 1' - 1 0 " F. D . 3 8" 1' - 1 0 3 4" R . O . (V . I . F . ) 9' - 1 0 " ( V . I . F . ) 214" 1' - 9 1 2" D. L . O . 214" 3 8" 2' - 2 " D. L . O . 3 8" 2"3'-4" D.L.O. 2"3'-43 8" D.L.O. 2" 3 8"7'-23 8" F.D.3 8" 7'-31 8" R.O. (V.I.F.) 214" 9' - 7 1 2" D . L . O . 214" 3 8" 10 ' - 0 " F . D . 3 8" 10 ' - 0 3 4" R . O . ( V . I . F . ) 2"3'-2" D.L.O.2" 3 8"3'-6" F.D. 3 8" 3'-63 4" R.O. (V.I.F.) 2' - 2 3 4" R . O . (V . I . F . ) 316H D3 3 D4 2 GL1 GL1 GL1 GL1GL1GL1 GL1 GL1 GL1 GL1GL1GL1GL1GL1 V. I . F . PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - Y.1 STOREFRONTS 1 --NONE 1/2" = 1'-0"3.1 E9 3'-61 2"2"2"3'-5" NOTE: OPENING TO BE VERIFY IN FIELD (V.I.F.) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - X.1 STOREFRONTS 1 --MHA10.401 1/2" = 1'-0"5 E9 D3 1 D4 2 V. I . F . 3 8" 6"2" 5 D3 D3 3 41 2" (V.I.F.) D24 1 5 D23 D2 2 4 D24 SIM. DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E9 ELEVATION Approved As Noted 08/09/2022 10:30:09 AM (See Interwest Transmittal) F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - Z STOREFRONTS 1 --MHA10.401 1/2" = 1'-0"1 E10 D3 1 3 D3 1 D4 D3 2 214" 7' - 7 3 8" D. L . O . 3 8" 7' - 9 5 8" F . D . 258" 8' - 0 5 8" R . O . ( V . I . F . ) 2" 3'-67 8" D.L.O. 2"3'-67 8" D.L.O. 2"3'-67 8" D.L.O. 2"3'-67 8" D.L.O. 2"3'-67 8" D.L.O. 2"3'-67 8" D.L.O. 2"3'-67 8" D.L.O. 2"3'-0" D.L.O. 2" 3 8"29'-6" F.D. 3 8" 29'-63 4" R.O. (V.I.F.) 359A DOOR#:359A TYPE:D MODEL:HERCULITE HW SET:8.0 HAND:RIGHT HAND REVERSE SWING:SWING OUT 7' - 1 0 " D . O . 214" F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 (OPG1900): 2-1/4"X 7" FRAME TYPE - QQ CURTAIN WALL 1 -- 1/2" = 1'-0"2 E10 D16 3 D16 4 5 D23 321B DOOR#:321B TYPE:L MODEL:ARCADIA ULT5920 HW SET:20.0 SWING:SLIDING DOOR OXXO D1 1 4 D2.1 4 D2.1 21 4"4'-61 2"21 4"4'-61 2"21 4"4'-61 2"21 4"4'-61 2"21 4" 3 8"19'-11 4" F.D.3 8" 19'-2" R.O. (V.I.F.) 10 ' - 0 " F . D . 3 8"212" 2' - 6 1 2" 214" 2' - 1 1 1 4" 3 8" 13 ' - 0 " R . O . ( V . I . F . ) SIM. 5 D23 6 D2.1 2"5'-0"2"3'-0"2" 3 8"3 8" 8'-63 4" R.O. (V.I.F.) 214" 6' - 9 3 4" 2" 3 8" 3 8" 7' - 2 3 4" R . O . ( V . I . F . ) DOOR#:124 TYPE:V MODEL:ARCADIA WS512 HD HW SET: HAND:LEFT SWING:SWING IN D18 5 D22 4 4 D255 D25 3 D25 D25 1 DOOR#:125 TYPE:V MODEL:ARCADIA WS512 HD HW SET: HAND:LEFT SWING:SWING IN DOOR#:126 TYPE:V MODEL:ARCADIA WS512 HD HW SET: HAND:LEFT SWING:SWING IN GL3 GL3 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - NONE STOREFRONTS 3 --MHA10.401 1/2" = 1'-0"3 E10 SIM. D24 1 5 D23 D2 2 4 D24 GL2 SIM. D25 2 2 D2.1 3 D26 2 D26 5 D26 SIM. 3 D26 DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E10 ELEVATION Approved As Noted 08/09/2022 10:30:09 AM (See Interwest Transmittal) F.F.L. F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5520 FRAME TYPE - K-108A MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"2 E11 D21 3 D21 4 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5520 FRAME TYPE - K-108B MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"1 E11 1 D17 6 D15 5 D21 FIXED 31'-4" N.F.D. (V.I.F.) 4'-21 4"4'-21 4"4'-21 4"4'-21 4"4'-21 4" 3' - 4 1 2" 4' - 1 7 8" 4'-21 4"4'-21 4" 4'-67 8"4'-43 4"4'-43 4"4'-43 4"4'-43 4"4'-43 4"4'-9" 11 ' - 1 0 " N . F . D . 11 ' - 1 0 5 8" R . O . 1 D17 3 D20 5 D21 D21 3 D21 4 FIXED 4'-2"4'-2"4'-2"4'-2"4'-2"4'-2"4'-2" 4' - 1 7 8" 3' - 4 1 2" 4'-65 8"4'-41 2"4'-41 2"4'-41 2"4'-41 2"4'-41 2"4'-83 4" 11 ' - 1 0 " N . F . D . 11 ' - 1 0 5 8" R . O . ( V . I . F . ) 108B 108A 31'-2" N.F.D. (V.I.F.) DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E11 ELEVATION Approved As Noted 08/09/2022 10:30:09 AM (See Interwest Transmittal) F.F.L. F.F.L. X X O 1 2"17'-4" F.D. 1 2" 1 2" 9' - 1 0 " 1 2" XO 1 2"12'-6" 1 2" 1 2" 9' - 1 0 " 1 2" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5520 FRAME TYPE - J-108C MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"1 E12 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - H-100A MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"2 E12 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - G-100B MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"3 E12 D21 1 D22 1 1 D9 1 D9 D21 2 D22 2 GL1 GL1 GL1 GL1 GL1 17'-5" R.O. (V.I.F.)12'-7" R.O. (V.I.F.) 5'-31 8"4'-107 8"4'-107 8"5'-1" 25'-1" N.F.D. (V.I.F.) 4'-83 8" 4' - 1 7 8" 11 ' - 1 0 " N . F . D . D13 108C 4'-107 8" 4'-83 8"4'-83 8"4'-83 8"4'-83 8" 3' - 4 1 2" 11 ' - 1 0 5 8" R . O . ( V . I . F . ) 1 WALL (V.I.F.) POCKET D20 2 D20 1 GL1 GL1 GL1 GL1 GL1 DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E12 ELEVATION Approved As Noted 08/09/2022 10:30:09 AM (See Interwest Transmittal) F.F.L. F.F.L. X X OXXX 1 2"36'-0" 1 2" 1 2" 10 ' - 0 " 1 2" X X OX 1 2"24'-0" 1 2" 1 2" 10 ' - 0 " 1 2" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE -J-102C MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"2 E13 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - N-102B MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"1 E13 D14 3 D14 1 1 D11 1 D11 D14 4 D14 2 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E13 ELEVATION Duplicate Elevation (See 1/E2) Duplicate Elevation (See 4/E1) Approved As Noted 08/09/2022 10:30:09 AM (See Interwest Transmittal) F.F.L. F.F.L. X OXO 1 2"16'-6" 1 2" 10 ' - 0 " N . F . D . 3 8" 5 D15 X OXOXX 1 2"35'-10" 1 2" 1 2" 10 ' - 0 " 5 8" D15 4 X OXO 1 2"15'-10" 1 2" 1 2" 9' - 1 0 " 1 2" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - M - 107D MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"3 E14 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE -L-103A MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"1 E14 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - L-311B MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"2 E14 D15 3 D23 1 2 D7 2 D23 D21 6 4 D20 GL1 GL1 GL1 4 D23 5 D15 D23 1 5 D16 D22 2 4 D20 5 D16 SIM. GL1 GL1 GL1 2" 16'-7" DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E14 ELEVATION Duplicate Elevation (See 1/E3) Duplicate Elevation (See 1/E7) Refer to Separate Retail Submittal Approved As Noted 08/09/2022 10:30:09 AM (See Interwest Transmittal) F.F.L. F.F.L. X OXO 1 2"15'-7" F.D. 1 2" 1 2" 9' - 1 0 " F . D . 1 2" X O 1 2"8'-113 4" F.D.1 2" 1 2" 8' - 0 " F . D . 1 2" X O 1 2"10'-103 4" F.D.1 2" 1 2" 8' - 0 " F . D . 1 2" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - L-351B MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"3 E15 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - G-349B & 350B MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"4 E15 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - G-341B-348B MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"1 E15 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE : G-352, G353B, G354B, G355B MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"2 E15 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 5 D15 D22 1 4 D23 D22 2 4 D20 4 D23 SIM. D22 1 D22 2 4 D23 4 D23 SIM. 4 D20 D22 1 D22 2 4 D23 4 D23 SIM. 4 D20 X O 1 2" 1 2" GL1 GL1 D22 1 D22 2 4 D23 4 D23 SIM. 4 D20 15'-8" R.O. (V.I.F.) 9' - 1 1 " R . O . ( V . I . F . ) 10'-113 4" R.O. (V.I.F.) 8' - 1 " R . O . ( V . I . F . ) 9'-03 4" R.O. (V.I.F.) 8' - 1 " R . O . ( V . I . F . ) 1 2"8'-113 4" F.D.1 2" 9'-03 4" R.O. (V.I.F.) 8' - 0 " F . D . 8' - 1 " R . O . ( V . I . F . ) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME STOREFRONTS 1 -- 1/2" = 1'-0"6 E15 DOOR#:316B TYPE:D MODEL:HERCULITE HW SET:1.0 HAND:RIGHT HAND REVERSE SWING:SWING OUT 316A 9' - 9 3 8" D . O . 3 8" 10 ' - 0 " R . O . ( V . I . F . ) D24 1 3 D24 D2 2 3 D24 SIM. GL2 214" DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E15 ELEVATION Approved As Noted 08/09/2022 10:30:09 AM (See Interwest Transmittal) F.F.L. X OXO 1 2" 9' - 1 0 " 1 2" 1 2"18'-10" 1 2" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - L-321B MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"1 E16 X OXO 1 2"15'-10" 1 2" 1 2" 9' - 1 0 " 1 2" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - L-314B MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"2 E16 F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - L-316H MULTI-SLIDER 1 --MHA10.303 1/2" = 1'-0"3 E16 X X O 1 2"12'-03 4"1 2" 1 2" 10 ' - 0 " 1 2" D21 1 D21 2 4 D20 3 D19 2"2'-41 4"2"1'-11 8"2"3'-71 2"2"2'-41 4"2"1'-11 8"2"3'-71 2"2"2'-41 4"2"1'-11 8"2"2"1'-63 8"2"2'-41 2"2"81 8"2" 214" 9' - 7 1 2" 214" 214" 9' - 7 1 2" 214" 19'-11 4" 10 ' - 0 " 5'-3" 10 ' - 0 " PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" FRAME TYPE - SALON STOREFRONTS 1 --HS-I911.14 1/2" = 1'-0"4 E16 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" FRAME TYPE - SALON STOREFRONTS 1 --HS-I911.14 1/2" = 1'-0"5 E16 D22 4 D22 5 7 D22 6 D22 7 D22 GL3 GL3 GL3 GL3 GL3 GL3 GL3 GL3 GL3 GL3GL1GL1GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 3 D19 SIM. 5 D15 D22 1 2 D18 D22 2 4 D20 2 D18 SIM. 5 D15 D22 1 2 D18 D22 2 4 D20 2 D18 SIM. SIM D22 4 D22 5 6 D22 7 D22 7 D22 SIM 1'-31 8"1'-31 8"1'-31 8"1'-31 8"1'-31 8"1'-31 8"1'-31 8"1'-31 8"1'-31 8"1'-31 8"1'-5"1'-11 4"1'-31 8"1'-31 8"1'-31 8"101 8"101 8"101 8"101 8"101 8"101 8" DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E16 ELEVATION Duplicate Elevation (See 1/E9) Duplicate Elevation (See 2/E10) Duplicate Elevation (See 3/E8) Approved As Noted 08/09/2022 10:30:09 AM (See Interwest Transmittal) F.F.L. X O 8'-6" 3 8"0" 8'-63 8" R.O. (V.I.F.) 8' - 0 " F . D . 3 8" 8' - 0 3 8" R . O . ( V . I . F . ) 2"3'-11 2"2"3'-0"2" 214" 9' - 7 1 2" 214" 3 8" 3 8" 3 8"3 8" 10 ' - 0 3 4" R . O . ( V . I . F . ) 6'-81 4" R.O. (V.I.F.) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T: 2"X 4-1/2", CSO FRAME TYPE - 314A STOREFRONTS 1 --MHA10.401 1/2" = 1'-0"2 E17 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 FRAME TYPE - KK SLIDING DOOR 1 -- 1/2" = 1'-0"1 E17 DOOR#:102E TYPE:KK MODEL:ARCADIA ULT5920 HW SET:20.0 SWING:SLIDING DOOR F.F.L. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ALL GLASS SYSTEM FRAME TYPE - V (117A) STOREFRONTS 1 --NONE 1/2" = 1'-0"5 E17 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ALL GLASS SYSTEM NONE STOREFRONTS 1 --NONE 1/2" = 1'-0"4 E17 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ALL GLASS SYSTEM NONE STOREFRONTS 1 --NONE 1/2" = 1'-0"3 E17 0"2'-53 8"0" 1" 9' - 1 0 " 1" 10 ' - 0 " R . O . ( V . I . F . ) 2'-53 8" R.O. (V.I.F.) 0"8'-17 8"0" 1" 9' - 1 0 " 1" 8'-17 8" R.O. (V.I.F.) 10 ' - 0 " R . O . ( V . I . F . ) DOOR#:314A TYPE:D MODEL:HERCULITE HW SET:8.0 HAND:RIGHT HAND SWING:SWING IND6 2 SIM. 3 D3 5 D6 SIM. D3 2 D4 3 D5 4 3 D3 GL2 GL2 D22 1 D22 2 3 D18 2 D18 SIM. 4 D20 GL4 GL4 GL1 D19 6 D19 6 D19 7 D19 7 3 D22 3 D23 3 D22 2 D23 102E POCKET 6'-71 2" DOOR#:117A TYPE:F MODEL:HERCULITE HW SET:12.0 HAND:PAIR SWING:SWING OUT D19 6 D19 7 8 D19 5 D19 SIM. 9 D19 9 D19 5 D19 8 D19 D19 6 D19 7 5 D2 D20 5 D26 4 1" 9' - 1 0 " 10 ' - 0 " R . O . ( V . I . F . ) 25'-111 2" R.O. 4'-117 8" D.L.O. 1 8"4'-117 8" D.L.O. 6'-0" D.O. 4'-117 8" D.L.O. 1 8"4'-117 8" D.L.O. DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 E17 ELEVATION Refer to Separate Retail Submittal Approved As Noted 08/09/2022 10:30:10 AM (See Interwest Transmittal) OPG1910 OPG1986IP OPG2087HS OPG1985 OP G 1 9 7 9 OPG1912 OPG1900 OPG1901 OPG1901 OP G 1 9 7 8 OPG1985 OPG1979 OPG1999.16 (3)#12 x 1/2" FHSMS (3)#12 x 1/2" PHSMS OPG1902 OPG1985 OPG2087HS OPG1986IP OPG1981 OPG1981 OP G 1 9 1 2 OP G 1 9 1 2 OPG2087HS OPG1986IP OPG1999.11 (6)#12 x 1/2" PHSMS OPG1901 OPG1978 OPG1999.16 (3)#12 x 1/2" FHSMS (3)#12 x 1/2" PHSMS OPG1985 OPG1979 OPG2087HS OPG1986IP OP G 1 9 1 2 OPG1910 OPG1986IP OPG2087HS OPG1985 OPG1912 OPG1902 OPG1551 1 2" 214" D. L . O . RO U G H O P E N I N G FR A M E D I M E N S I O N PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" HEAD DETAIL CURTAIN WALL 03/MH A08.200 6" = 1' - 0"1 D1 (2) 3/8" DIA. SIMPSON SDS SCREWS WITH 2-1/2" MIN. EMBED, 3" MIN. SPACING AND 2" EDGE DISTANCE EACH SIDE OF VERTICAL MULLION (ICC ES ESR 2236) OU T S I D E IN S I D E PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" SILL DETAIL CURTAIN WALL 01/MH A08.100 6" = 1' - 0"2 D1 1 2" 214" D. L . O . RO U G H O P E N I N G FR A M E D I M E N S I O N OPG1551 3/8" DIA. HILTI KWIK HUS-EZ WITH 2-1/2" EMBEDMENT (ICC-ES ESR-2037) SHIM PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" JAMB DETAIL CURTAIN WALL 01/MH A08.200 6" = 1' - 0"4 D1 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" VERTICAL DETAIL CURTAIN WALL 6" = 1' - 0"6 D1 21 4"D.L.O.D.L.O. OPG1551 MODIFIED 3/8" SIMPSON TITEN HD SCREW ANCHORS w/ 2.5" EMBEDMENT AND 3" EDGE DISTANCE (ICC-ES ESR-2713) 3/8" SIMPSON TITEN HD SCREW ANCHORS w/ 2.5" EMBEDMENT AND 3" EDGE DISTANCE (ICC-ES ESR-2713) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" HORIZONTAL DETAIL CURTAIN WALL 04/MH A08.201 6" = 1' - 0"5 D1 214" D. L . O . D. L . O . OPG1901 OPG1978 OPG1999.16 (3)#12 x 1/2" FHSMS (3)#12 x 1/2" PHSMS OPG1985 OPG1979 OPG2087HS OPG1986IP OP G 1 9 1 2 OPG1551 1 2" 214" D. L . O . RO U G H O P E N I N G FR A M E D I M E N S I O N (2) 1/4-20 DRILL FLEX EA SIDE OF VERTICALS AND 3" FROM JAMB (ICC ES ESR 3332) OU T S I D E IN S I D E 2502825028 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" HEAD DETAIL CURTAIN WALL 02/MH A08.200 6" = 1' - 0"3 D1 1 7/8" x 4 5/8" x 10 GUAGE STEEL REINFORCEMENT D1 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:10 AM (See Interwest Transmittal) OPG1900 OPG1901 OPG1985 OPG1981 OPG1913 OPG1999.11 (6)#12 x 1/2" PHSMS OPG2087HS OPG1986IP OPG1902 OP G 1 9 1 2 214" ASSA ABLOY PANIC PDU8000-3 278" 134"ASSA ABLOY HEADER HDS-1750x4000 ASSA ABLOY STRIKES MSK-DBL DO O R O P E N I N G PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" HEADER DETAIL CURTAIN WALL DOOR 01/MH A08.200 6" = 1' - 0"1 D2 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ASSA ABLOY HERCULITE DOOR - DRT-4DF DOOR SILL DETAIL CURTAIN WALL DOOR 02/MH A08.100 6" = 1' - 0"2 D2 FLOOR CLOSER 3 8" DO O R O P E N I N G INTERIOR OPG1910 OPG1985 OP G 1 9 1 3 OPG1912 OPG1902 OPG1986IP OPG2087HS 23 4" PIVOT POINT 41 8" 1 4" 41 8" N.D.S.N.D.S. 1 8"N.D.S.21 4"D.L.O. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ASSA ABLOY HERCULITE DOOR - DRT-4DF DOOR JAMB @ PIVOT DETAIL CURTAIN WALL DOOR 6" = 1' - 0"3 D2 2"2" 114" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ASSA ABLOY HERCULITE DOOR - DRT-4DF DOOR MEETING STILE DOOR 6" = 1' - 0"5 D2 OPG1910 OP G 1 9 1 3 OPG1912 OPG1902 OPG1986IP OPG2087HS 23 4" PIVOT POINT 1 8" 41 8" N.D.S.21 4" OP G 1 9 1 3 1 8" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ASSA ABLOY HERCULITE DOOR - DRT-4DF DOOR JAMB CURTAIN WALL 6" = 1' - 0"6 D2 OPG1986IP OPG2087HS OP G 1 9 7 9 OPG1912 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" JAMB DETAIL CURTAIN WALL 6" = 1' - 0"4 D2 23 4" PIVOT POINT N.D.S. 2" OPG1910 OP G 1 9 1 3 23 4" PIVOT POINT 1 8"N.D.S. 2" 1 2" 21 4" FRAME DIMENSION ROUGH OPENING STONE MATCH FLOORING THRESHOLD (BY OTHERS) 114" 2" 114" 114" 1 7/8" x 4 5/8" x 10 GUAGE STEEL REINFORCEMENT 1 7/8" x 4 5/8" x 10 GUAGE STEEL REINFORCEMENT D2 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:10 AM (See Interwest Transmittal) OP G 1 9 0 0 OP G 1 9 0 2 OPG1912 21 4"D.L.O. OP G 1 9 7 9 OPG1986IP OPG2087HS 3 8"DOOR F.D. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES JAMB DETAIL SLIDING DOOR 6" = 1' - 0"5 D2.1 OPG1900 OPG1901 OPG1985 OPG1981 OPG1913 OPG1999.11 (6)#12 x 1/2" PHSMS OPG2087HS OPG1986IP OPG1902 OP G 1 9 1 2 214" 278" 134" DO O R O P E N I N G PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" HEADER DETAIL CURTAIN WALL DOOR 01/MH A08.200 6" = 1' - 0"1 D2.1 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" VERT. MULLION DETAIL CURTAIN WALL 6" = 1' - 0"2 D2.1 31430HVY 1 8" 518" 3 4" D. L . O . OU T S I D E IN S I D E T245 UCH201 OPG1986IP OPG2087HS OP G 1 9 7 9 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" JAMB DETAIL CURTAIN WALL 6" = 1' - 0"3 D2.1 OPG1910 OP G 1 9 1 3 N.D.S. 1 2" 21 4" FRAME DIMENSION ROUGH OPENING DSO401H 1 8"5" 3 4"D.L.O. UCH201 OPG1986IP OPG2087HS OPG1910 OP G 1 9 1 3 21 4" OPG1985 OPG1912 OPG1902 D.L.O. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" JAMB DETAIL CURTAIN WALL 6" = 1' - 0"4 D2.1 DSO401H 1 8"5" 3 4"D.L.O. UCH201 3 8"F.D. R.O. OPG1978 OP G 1 9 0 1 OPG1986IP OPG2087HS 21 4"D.L.O.D.L.O. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" VERTICAL DETAIL CURTAIN WALL 6" = 1' - 0"6 D2.1 OPG1910 OPG1986IP OPG2087HS OPG1985 OPG1912 OPG1902 21 4"D.L.O.D.L.O. 1-1/2" x 4-1/2" CONTINUOUS STEEL REINFORCEMENT WELDED ON BOTH SIDE D2.1 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 NOT IN USE Approved As Noted 08/09/2022 10:30:10 AM (See Interwest Transmittal) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" VERTICAL DETAIL STOREFRONT 6" = 1' - 0"1 D4 2"D.L.O.3" TB-425 TH-432 TB - 4 2 5 S T Setting Block [ 1" x 5 8" x 4" ] SB_1.0000X0.625X4 214" D. L . O . FR A M E D I M E N S I O N OU T S I D E IN S I D E (2)1/4" DIA. SIMPSON SDS SCREWS WITH 2-1/2" MIN. EMBED, 3" MIN. SPACING AND 2" EDGE DISTANCE EACH SIDE OF VERTICAL MULLION (ICC ES ESR 2236) RO U G H O P E N I N G PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" SILL DETAIL STOREFRONT 06/MH A08.201 6" = 1' - 0"2 D4 SHIM TB-431 TH-443 OU T S I D E IN S I D E 5" 214" D. L . O . FR A M E D I M E N S I O N (2)1/4" DIA. SIMPSON SDS SCREWS WITH 2-1/2" MIN. EMBED, 3" MIN. SPACING ND 2" EDGE DISTANCE EACH SIDE OF VERTICAL MULLION (ICC ES ESR 2236) VTL-VG GASKET RO U G H O P E N I N G 3 8" 3 8" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" HEAD DETAIL STOREFRONT 06/MH A08.200 6" = 1' - 0"3 D4 SHIM TB-425 TB - 4 2 5 S T Setting Block [ 1" x 5 8" x 4" ] SB_1.0000X0.625X4 214" D. L . O . FR A M E D I M E N S I O N OU T S I D E IN S I D E 3/8" DIA. HILTI KWIK HUS-EZ WITH 2-1/2" EMBEDMENT (ICC-ES ESR-2037) RO U G H O P E N I N G SHIM 3 8" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" SILL DETAIL STOREFRONT 04/MH A08.101 6" = 1' - 0"4 D4 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" CORNER MULLION DETAIL STOREFRONT 6" = 1' - 0"5 D4 TB-265 TG200 TB-265 TG200 2"D.L.O.6 9 16" 578" 2" D. L . O . .063 BREAK METAL FINISH TO MATCH FRAME PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" CORNER MULLION DETAIL STOREFRONT 6" = 1' - 0"6 D4 2"D.L.O.41 2" 2" D. L . O . TB-265 TG200 TG 2 0 0 TB-265 DWC-ADP DWC-ADP 1 3/8" x 2 1/4" x 10 GUAGE STEEL REINFORCEMENT TB-205 TB-558 D4 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 NOT IN USE Approved As Noted 08/09/2022 10:30:10 AM (See Interwest Transmittal) TB-431 TH-443 OU T S I D E IN S I D E 5" TB-425 TH-432 TB - 4 2 5 S T Setting Block [ 1" x 5 8" x 4" ] SB_1.0000X0.625X4 3 8" 214" D. L . O . FR A M E D I M E N S I O N RO U G H O P E N I N G 3 8" 214" D. L . O . FR A M E D I M E N S I O N RO U G H O P E N I N G PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" SILL DETAIL STOREFRONT 05/MH A08.100 6" = 1' - 0"2 D3 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" HEAD DETAIL STOREFRONT 05/MH A08.200 6" = 1' - 0"1 D3 25028 TB-265 TG200 (2)1/4" DIA. SIMPSON SDS SCREWS WITH 2-1/2" MIN. EMBED, 3" MIN. SPACING AND 2" EDGE DISTANCE EACH SIDE OF VERTICAL MULLION (ICC ES ESR 2236) VTL-VG GASKET SHIM 3/8" DIA. HILTI KWIK HUS-EZ WITH 2-1/2" EMBEDMENT (ICC-ES ESR-2037) SHIM PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 07/MH A08.200 6" = 1' - 0"3 D3 3 8" 21 4"D.L.O. FRAME DIMENSION ROUGH OPENING OU T S I D E IN S I D E TB-265 TG200 3 8" 21 4"D.L.O. FRAME DIMENSION ROUGH OPENING PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 07/MH A08.200 6" = 1' - 0"6 D3 TB-265 TG200 3 8" 21 4"D.L.O. FRAME DIMENSION ROUGH OPENING TB - 2 6 5 TG 2 0 0 3 8" 214" D. L . O . FR A M E D I M E N S I O N RO U G H O P E N I N G 412" 41 2" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 07/MH A08.201 6" = 1' - 0"4 D3 SHIM 063 ALUM. BREAK METAL COLOR TO MATCH FRAME 2" 2" TB-265 TG200 3 8" 21 4"D.L.O. FRAME DIMENSION ROUGH OPENING 2" 6" TB-265 TG200 3 8" 21 4"D.L.O. FRAME DIMENSION ROUGH OPENING 063 ALUM. BREAK METAL COLOR TO MATCH FRAME 063 ALUM. BREAK METAL COLOR TO MATCH FRAME PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 08/MH A08.200 6" = 1' - 0"5 D3 412" 412" 412" 412" 412" 41 2" WALL REFER TO ARCH. DWGS. RIGID INSULATION BY OTHERS D3 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:10 AM (See Interwest Transmittal) TB-431 OU T S I D E IN S I D E 214" D. L . O . FR A M E D I M E N S I O N (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) VTL-VG GASKET RO U G H O P E N I N G 3 8" TB-425 TB - 4 2 5 S T 214" D. L . O . FR A M E D I M E N S I O N OU T S I D E IN S I D E RO U G H O P E N I N G 3 8" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" HEAD & SILL DETAIL STOREFRONT 05/MH A08.201 6" = 1' - 0"1 D5 834" 3 8" TB-425 TB - 4 2 5 S T 214" D. L . O . FR A M E D I M E N S I O N OU T S I D E IN S I D E RO U G H O P E N I N G 3 8" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" HEAD & SILL DETAIL STOREFRONT 09/MH A08.200 6" = 1' - 0"3 D5 834" T245 2" 1 8" 518" 3 4" D. L . O . DO O R O P E N I N G 5" 41 2"5" 5" 13-1 31400HVY31400HVY 5" 3 4"D.L.O.5" 3 4"D.L.O. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA WS512 HEAVY DUTY DOOR MEETING STILE DETAIL DOOR 6" = 1' - 0"2 D5 CT209 5" 3 8" 25028 SHIM UCH201 T245 31430HVY 2" 1 8" 518" 3 4" D. L . O . DO O R O P E N I N G PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" DOOR HEADER DETAIL STOREFRONT 6" = 1' - 0"4 D5 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 6" = 1' - 0"5 D5 TB-265 3 8" 21 4"D.L.O. FRAME DIMENSION ROUGH OPENING 412" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" HORIZONTAL DETAIL STOREFRONT 6" = 1' - 0"6 D5 2" D. L . O . D. L . O . TBD-428 TBD-428ST TB-205 Setting Block [ 1" x 5 8" x 4" ] SB_1.0000X0.625X4 TB-427CL (2) #10 X 1 1 2" P.H.S.M.S. (1) #8 X 1 4" P.H.M.S. TG200 2"2" (2)1/4" DIA. SIMPSON SDS SCREWS WITH 2-1/2" MIN. EMBED, 3" MIN. SPACING ND 2" EDGE DISTANCE EACH SIDE OF VERTICAL MULLION (ICC ES ESR 2236) (2)1/4-20 DRILL FLEX ST 24" OC 3" FROM EA END. (ICC ES ESR 3332) (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) D5 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:10 AM (See Interwest Transmittal) T245 TG221F TG221BT VTL-TG Gasket Setting Block [ 1" x 1 4" x 4" ] SB_1.0000X0.2500X4 UCH201 31430HVY 2" 1 8" 518" 3 4" D. L . O . DO O R O P E N I N G PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" HEAD DETAIL STOREFRONT 06/MH A08.200 6" = 1' - 0"1 D6 1" D. L . O . DRB811 DRB810 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" SILL DETAIL STOREFRONT 05/MH A08.101 6" = 1' - 0"2 D6 1 2" 3 16 " 10 " 3 4" D. L . O . DO O R O P E N I N G S155S155BASE TB-266 TG611 DSO401H 3 8" 2" 1 8"5" 3 4"D.L.O. FRAME DIMENSION ROUGH OPENING S155BASE TB-266 TG611 3 8" 2" FRAME DIMENSION ROUGH OPENING PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 6" = 1' - 0"3 D6 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 6" = 1' - 0"4 D6 TG221F TG221BT VTL-TG Gasket TB-266 TG221F TG221BT VTL-TG Gasket S155 S155BASE DSO401H 2" 1 8"5" 3 4"D.L.O. FRAME DIMENSION ROUGH OPENING 3" 1"D.L.O. D.L.O.D.L.O. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 6" = 1' - 0"6 D6 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 6" = 1' - 0"5 D6 OU T S I D E IN S I D E OU T S I D E IN S I D E THRESHOLD REFER TO HARDWARE SCHEDULE DRB811 1 1/2" x 2 3/8" x 10 GUAGE STEEL REINFORCEMENT 1 1/2" x 2 3/8" x 10 GUAGE STEEL REINFORCEMENT D6 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:10 AM (See Interwest Transmittal) L.M. STILE R.M. STILE (ACTIVE) FLUSH PULLS MS+1850 W/ ACTIVE FLUSH PULL T600T600 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING DOOR DETAIL SLIDING DOOR 6" = 1' - 0"2 D7 107D 01 FIXED JAMB DETAIL 02 INTERLOCKER DETAIL 03 INTERLOCKER DETAIL 03 MEETING STILE w/ LATCH STILE DETAIL 107C CL 107E INTERIOR EXTERIOR 03 INTERLOCKER DETAIL 03 INTERLOCKER DETAIL 03 INTERLOCKER DETAIL PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING DOOR DETAIL SLIDING DOOR 6" = 1' - 0"1 D7 01 LATCH STILE DETAIL 02 INTERLOCKER DETAIL 03 INTERLOCKER DETAIL EXTERIOR 04 INTERLOCKER DETAIL 05 INTERLOCKER DETAIL 06 INTERLOCKER DETAIL 07 FIXED JAMB DETAIL 102B INTERIOR 6" 2" 6" 2" 23 4" PIVOT POINT 2" 23 4" PIVOT POINT 2" D7 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:10 AM (See Interwest Transmittal) 100A 100B 10.3 OU T S I D E IN S I D E 15 4 1 2" R . O . ( V . I . F . ) 3 8" 15 4 1 8" N . F . D . 118" 5 3 16 " 73 7 8" 73 7 8" 2081 4" R.O. (V.I.F.) 3 8"2077 8" N.F.D. 11 8"6713 16"67 5 16"69 5 16"21 4" EXTERIOR INTERIOR P 6 D15 1 D22 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 MULTI-SLIDING DOOR PART PLAN MULTILE SLIDING DOOR 6" = 1' - 0"1 D8 2 D21 PRIVATE DINING 100 HEAD 2 D22 SILL 1 D21HEAD SILL D8 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:11 AM (See Interwest Transmittal) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING PLAN DETAIL SLIDING DOOR 6" = 1' - 0"1 D9 01 FIXED JAMB DETAIL 02 INTERLOCKER DETAIL 03 90° BUILT UP - CORNER STILE DETAIL 04 90° CORNER STILE w/ LATCH STILE DETAIL 07 FIXED JAMB DETAIL 05 INTERLOCKER DETAIL 06 INTERLOCKER DETAIL INTERIOR EXTERIOR 100A 100B 6 D15 D9 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:11 AM (See Interwest Transmittal) 102C 7 INTERIOR 8 8.5 M N 102B EXTERIOR 3 8" 25 ' - 1 1 4" N . F . D . 25 ' - 1 5 8" R . O . ( V . I . F . ) 134" 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 11 1 2" 36'-83 8" 3 8"36'-8" 13 4"5'-103 8"6'-0"6'-0"6'-0"6'-0"6'-1"7" 6 D15 3-MEAL 102 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 MULTI-SLIDING DOOR PART PLAN MULTILE SLIDING DOOR 6" = 1' - 0"1 D10 1 D16 HEAD 2 D16 SILL 2 D14 1 D14HEAD SILL D10 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:11 AM (See Interwest Transmittal) OU T S I D E IN S I D E OUTSIDE INSIDE PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING PLAN DETAIL SLIDING DOOR 6" = 1' - 0"1 D11 102B 102C 01 FIXED JAMB DETAIL 02 INTERLOCKER DETAIL 03 INTERLOCKER DETAIL 04 INTERLOCKER DETAIL 05 90° BUILT UP - CORNER STILE DETAIL 06 90° CORNER STILE w/ LATCH STILE DETAIL 07 INTERLOCKER DETAIL 08 INTERLOCKER DETAIL 09 INTERLOCKER DETAIL 10 INTERLOCKER DETAIL 11 INTERLOCKER DETAIL 11 FIXED JAMB DETAIL INTERIOR EXTERIOR 12 " 6 D15 D11 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:11 AM (See Interwest Transmittal) 1 F 2 3 G G.5 H 108A 108B 108C 32 ' - 1 1 1 4" N . F . D . 134" 4' - 6 1 2" 4' - 6 1 2" 4' - 6 1 2" 4' - 6 1 2" 4' - 6 1 2" 4' - 6 1 2" 4' - 6 1 2" 11 5 8" INTERIOR EXTERIOR LOBBY BAR 108 33'-115 8" N.F.D. 1'-17 8"4'-21 8"4'-21 8"4'-21 8"4'-21 8"4'-21 8"4'-21 8" 3 8" 1'-41 2"1 4"4'-43 4"4'-5"4'-5"4'-5"4'-5"4'-5"4'-5"13 4" 3 8"32'-55 8"N.F.D. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5520 MULTI-SLIDING DOOR PART PLAN MULTILE SLIDING DOOR 6" = 1' - 0"1 D13 1 D17 D15 6 3 D21 HEAD 4 D21 SILL 2 D20 1 D20HEAD SILL 4 D21 3 D21HEAD SILL D12 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:11 AM (See Interwest Transmittal) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5520 SERIES MULTI SLIDING CORNER DETAIL SLIDING DOOR 6" = 1' - 0"1 D13 108C 04 INTERLOCKER DETAIL 03 INTERLOCKER DETAIL 02 INTERLOCKER DETAIL 01 90° CORNER STILE w/ LATCH STILE DETAIL 6 D15 05 INTERLOCKER DETAIL D13 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:11 AM (See Interwest Transmittal) TB-425 TH-432 TB - 4 2 5 S T Setting Block [ 1" x 5 8" x 4" ] SB_1.0000X0.625X4 214" D. L . O . FR A M E D I M E N S I O N OU T S I D E IN S I D E RO U G H O P E N I N G 3 8" (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) AOR/EOR TO REVIEW STRUCTURAL SUPPORT FOR MULTI SLIDING DOORS PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T & ULT5920 SERIES HEAD & SILL DETAIL STOREFRONT & SLIDING DOOR 04/MH A08.200 6" = 1' - 0"1 D14 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"2 D14 5" 25028 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 SERIES HEAD DETAIL SLIDING DOOR 6" = 1' - 0"3 D14 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"4 D14 INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR 158" 7 8" D. L . O . DO O R O P E N I N G 1 2"1 8" 312" D. L . O . DO O R O P E N I N G 1 2"1 8" 312" D. L . O . DO O R O P E N I N G 3 8" FR A M E D I M E N S I O N FR A M E D I M E N S I O N 158" 7 8" D. L . O . DO O R O P E N I N G 3 8" FR A M E D I M E N S I O N FR A M E D I M E N S I O N 12" 1 4"111 2"1 4" 8" 1 4"71 2"1 4" (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) D14 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:11 AM (See Interwest Transmittal) 90° CORNER STILE MS+1850 w/ FLUSH PULLS FLUSH PULLS 31 2" 412" 41 2" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5520 SERIES CORNER DETAIL SLIDING DOOR 6" = 1' - 0"6 D15 OUTSIDE INSIDE OU T S I D E IN S I D E CL MS+1850 FLUSH PULL w/ ACTIVE L.M. STILE R.M. STILE (ACTIVE) OUTSIDE INSIDE FLUSH PULLS TB-425 TH-432 TB - 4 2 5 S T Setting Block [ 1" x 5 8" x 4" ] SB_1.0000X0.625X4 214" D. L . O . FR A M E D I M E N S I O N OU T S I D E IN S I D E RO U G H O P E N I N G 3 8" (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) 5" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T & ULT5920 SERIES HEAD & SILL DETAIL STOREFRONT & SLIDING DOOR 04/MH A08.200 6" = 1' - 0"1 D15 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"2 D15 INTERIOR EXTERIOR INTERIOR EXTERIOR PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"4 D15 FR A M E D I M E N S I O N RO U G H O P E N I N G 3 8" TB-425 TB - 4 2 5 S T 214" D. L . O . FR A M E D I M E N S I O N OU T S I D E IN S I D E RO U G H O P E N I N G 3 8" 834" 6" 5" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T & ULT5920 SERIES HEAD & SILL DETAIL STOREFRONT & SLIDING DOOR 04/MH A08.200 6" = 1' - 0"3 D15 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T & ULT5920 SERIES MEETING STILE DETAIL STOREFRONT & SLIDING DOOR 6" = 1' - 0"5 D15 (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES JAMB DETAIL SLIDING DOOR 6" = 1' - 0"7 D15 (2)1/4-20 DRILL FLEX ST 24" OC 3" FROM EA END. (ICC ES ESR 3332) 1 2"1 2" 312" D. L . O . DO O R O P E N I N G FR A M E D I M E N S I O N 312" D. L . O . DO O R O P E N I N G FR A M E D I M E N S I O N 1 8"1 8" INTERIOR EXTERIOR INTERIOR EXTERIOR (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) OP G 1 9 0 0 OP G 1 9 0 2 OPG1912 21 4"D.L.O. OP G 1 9 7 9 OPG1986IP OPG2087HS OPG1981 3 8"DOOR F.D. OPG1978 1 7/8" x 4 5/8" x 10 GUAGE STEEL REINFORCEMENT 1 7/8" x 4 5/8" x 10 GUAGE STEEL REINFORCEMENT D15 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:11 AM (See Interwest Transmittal) 25028 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T & ULT5920 SERIES HEAD & SILL DETAIL STOREFRONT & SLIDING DOOR 6" = 1' - 0"1 D16 INTERIOR EXTERIOR 158" 7 8" D. L . O . DO O R O P E N I N G 3 8" FR A M E D I M E N S I O N 8" 1 4"71 2"1 4" TB-425 TH-432 TB - 4 2 5 S T Setting Block [ 1" x 5 8" x 4" ] SB_1.0000X0.625X4 214" D. L . O . FR A M E D I M E N S I O N OU T S I D E IN S I D E RO U G H O P E N I N G 3 8" (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) 5" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"2 D16 INTERIOR EXTERIOR 1 2"1 8" 312" D. L . O . DO O R O P E N I N G FR A M E D I M E N S I O N (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"4 D16 INTERIOR EXTERIOR 1 2"1 8" 312" D. L . O . DO O R O P E N I N G FR A M E D I M E N S I O N PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 (OPG1900): 2-1/4"X 7" HEAD & SILL DETAIL STOREFRONT & SLIDING DOOR 6" = 1' - 0"3 D16 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES JAMB DETAIL SLIDING DOOR 6" = 1' - 0"5 D16 TB-266 2"DOOR F.D.D.L.O. 3 8" DO O R F . D . 3 8" R. O . PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES HEAD DETAIL SLIDING DOOR 6" = 1' - 0"6 D16 (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) OP G 1 9 7 8 OPG1901 OPG1902 OPG1981 OPG2087HS OPG1986IP 214" DO O R F . D . D. L . O . OPG1979 INTERIOR EXTERIOR 1-1/2" x 4-1/2" CONTINUOUS STEEL REINFORCEMENT WELDED 41 2" 7" D16 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:11 AM (See Interwest Transmittal) F 1 4" x 4" x 1/4" thk. ALUMINUM L-SHAPE BREAK METAL BOLTED TO SLAB 1/4 THK. ALUMINUM SHAPE BRAKE METAL 12" 2" 11 1 4" 12 7 8" 3/8" DIA. HILTI KWIK HUS-EZ WITH 2-1/2" EMBEDMENT (ICC-ES ESR-2037) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5520 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"1 D17 D17 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:12 AM (See Interwest Transmittal) 52-004 52-007 52-007 52-005 52-008 52-002 23 4" 212" 52-006314" 52-001 7/8" INSULATED GLASS CAM SNAP LOCK WITH KEEPER PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA 52 SERIES HUNG WINDOW WINDOW DETAIL OPERABLE WINDOW 6" = 1' - 0"1 D18 7 16 " 7 16 " 158" D. L . O . 158" D. L . O . D. L . O . 1 1 16 " 3 4" 1 7 16 " 1 1 16 " F. D . R. O . 3 8" F. D . R. O . PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA 52 SERIES HUNG WINDOW JAMB DETAIL SLIDING DOOR 6" = 1' - 0"2 D18 1 5 16"1 7 16"D.L.O. 3 8"F.D. R.O. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA 52 SERIES HUNG WINDOW JAMB DETAIL SLIDING DOOR 6" = 1' - 0"3 D18 1 5 16"D.L.O. 3 8"F.D. R.O. 314" (2)1/4" DIA. SIMPSON SDS SCREWS WITH 2-1/2" MIN. EMBED, 3" MIN. SPACING AND 2" EDGE DISTANCE EACH SIDE OF VERTICAL MULLION (ICC ES ESR 2236) (2)1/4" DIA. SIMPSON SDS SCREWS WITH 2-1/2" MIN. EMBED, 3" MIN. SPACING AND 2" EDGE DISTANCE EACH SIDE OF VERTICAL MULLION (ICC ES ESR 2236) DRB811 DRB810 3 16 " 10 " 3 4" D. L . O . DO O R O P E N I N G OU T S I D E IN S I D E PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" SILL DETAIL STOREFRONT 6" = 1' - 0"4 D18 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" SILL DETAIL STOREFRONT 6" = 1' - 0"5 D18 TB-425 TH-432 TB - 4 2 5 S T Setting Block [ 1" x 5 8" x 4" ] SB_1.0000X0.625X4 214" D. L . O . FR A M E D I M E N S I O N OU T S I D E IN S I D E RO U G H O P E N I N G 3 8" 3/8" DIA. HILTI KWIK HUS-EZ WITH 2-1/2" EMBEDMENT (ICC-ES ESR-2037) F. D . R. O . (2)1/4" DIA. SIMPSON SDS SCREWS WITH 2-1/2" MIN. EMBED, 3" MIN. SPACING AND 2" EDGE DISTANCE EACH SIDE OF VERTICAL MULLION (ICC ES ESR 2236) (2)1/4" DIA. SIMPSON SDS SCREWS WITH 2-1/2" MIN. EMBED, 3" MIN. SPACING AND 2" EDGE DISTANCE EACH SIDE OF VERTICAL MULLION (ICC ES ESR 2236) D18 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:12 AM (See Interwest Transmittal) ICOC555 21 4" INSIDE OUTSIDE 315 16" 211 16" SEALANT PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" CORNER DETAIL STOREFRONT 6" = 1' - 0"1 D19 OPG 1 9 4 5 OPG1944 518" 7" 7 1 16 " 51 8" 7" 7 1 16" 3" OUTSIDE INSIDE OU T S I D E IN S I D E SEALANT PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" CORNER DETAIL CURTAIN WALL 6" = 1' - 0"2 D19 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES JAMB DETAIL SLIDING DOOR 6" = 1' - 0"3 D19 TB-425 TH-432 TB - 4 2 5 S T 214" D. L . O . FR A M E D I M E N S I O N OU T S I D E IN S I D E RO U G H O P E N I N G 3 8" DOOR HEADER BY OTHERS PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" SILL DETAIL STOREFRONT 6" = 1' - 0"4 D19 3 8"1 3 16"45 8" R.O. 1 4" 112" D. L . O . FR A M E D I M E N S I O N RO U G H O P E N I N G CRL U-CHANNEL IN BRUSH STAINLESS FINISH TEK SCREWS TO METAL 24" O.C. MAX AS REQUIRED 1 4" 1" D. L . O . FR A M E D I M E N S I O N RO U G H O P E N I N G CRL U-CHANNEL IN BRUSH STAINLESS FINISH 1 8"D.L.O.D.L.O. 1/2 CLEAR TEMPERED GLASS 1/2 CLEAR TEMPERED GLASS 1/2" CLEAR TEMERED GLASS PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. CRL U-CHANNEL SYSTEM SILL DETAIL INT. FRAMELESS GLASS -- -- 6" = 1'-0"7 D19 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. CRL U-CHANNEL SYSTEM TRANSOM HEAD DETAIL INT. FRAMELESS GLASS -- -- 6" = 1'-0"8 D19 1/4" TAPCON SCREWS AT 24" O.C. MAX. AS REQUIRED PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. CRL U-CHANNEL SYSTEM BUTT JOINT DETAIL INT. FRAMELESS GLASS -- -- 6" = 1'-0"5 D19 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. CRL U-CHANNEL SYSTEM DETAIL INT. FRAMELESS GLASS -- -- 6" = 1'-0"6 D19 1/2" CLEAR TEMPERED GLASS 6 3 16" CRL U-CHANNEL IN BRUSH STAINLESS FINISH PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. CRL U-CHANNEL SYSTEM TRANSOM HEAD DETAIL INT. FRAMELESS GLASS -- -- 6" = 1'-0"9 D19 1/2" CLEAR TEMPERED GLASS 6 3 16"513 16" CRL U-CHANNEL IN BRUSH STAINLESS FINISH REFER TO ARCH. DWG. D19 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:12 AM (See Interwest Transmittal) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T & ULT5520 SERIES TYPICAL HEAD DETAIL STOREFRONT & SLIDING DOOR 04/MH A08.200 6" = 1' - 0"1 D20 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5520 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"2 D20 INTERIOR EXTERIOR VA R I E S PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING JAMB DETAIL SLIDING DOOR 6" = 1' - 0"3 D20 NOTE: TYPICAL SLIDING DOOR JAMB DETAIL REFER TO DOOR SCHEDULE FOR NUMBER OF PANELS PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING INTERLOCK DETAIL SLIDING DOOR 6" = 1' - 0"4 D20 2" 134"ASSA ABLOY HEADER HDS-1750x4000 ASSA ABLOY STRIKES MSK-DBL DO O R O P E N I N G ASSA ABLOY PANIC PDU8000-3 3 8" DO O R O P E N I N G PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. CRL U-CHANNEL SYSTEM HEAD DETAIL FRAMELESS GLASS -- -- 6" = 1'-0"5 D20 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. CRL U-CHANNEL SYSTEM SILL DETAIL INT. FRAMELESS GLASS -- -- 6" = 1'-0"6 D20 EXTERIOR 134" D. L . O . DO O R O P E N I N G 3 8" FR A M E D I M E N S I O N (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) 134" 111 4" INTERIOR 1 4" DO O R O P E N I N G FR A M E D I M E N S I O N 51516 " 1 2" 1 4" 3 8" 13 4"12" 1 4" D20 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:12 AM (See Interwest Transmittal) 25028 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING HEAD DETAIL SLIDING DOOR 04/MH A08.200 6" = 1' - 0"1 D21 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"2 D21 INTERIOR EXTERIOR INTERIOR EXTERIOR 1 2"1 8" 312" D. L . O . DO O R O P E N I N G 158" 7 8" D. L . O . DO O R O P E N I N G 3 8" FR A M E D I M E N S I O N FR A M E D I M E N S I O N 61 4" 1 4"53 4"1 4" (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5520 SERIES MULTI SLIDING TYPICAL HEAD DETAIL STOREFRONT & SLIDING DOOR 04/MH A08.200 6" = 1' - 0"3 D21 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5520 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"4 D21 INTERIOR EXTERIOR 1 4" DO O R O P E N I N G FR A M E D I M E N S I O N PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5520 SERIES MULTI SLIDING INTERLOCK DETAIL SLIDING DOOR 6" = 1' - 0"5 D21 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"6 D21 INTERIOR EXTERIOR 1 8" 312" D. L . O . DO O R O P E N I N G FR A M E D I M E N S I O N 134" D. L . O . DO O R O P E N I N G 3 8" FR A M E D I M E N S I O N 153 4" (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) 51516 " D. L . O . 134" INTERIOR EXTERIOR 1 2" 1 2" 1 4" D21 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:12 AM (See Interwest Transmittal) 25028 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING HEAD DETAIL SLIDING DOOR 04/MH A08.200 6" = 1' - 0"1 D22 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING SILL DETAIL SLIDING DOOR 6" = 1' - 0"2 D22 INTERIOR EXTERIOR INTERIOR EXTERIOR 1 2"1 8" 312" D. L . O . DO O R O P E N I N G 158" 7 8" D. L . O . DO O R O P E N I N G 3 8" FR A M E D I M E N S I O N FR A M E D I M E N S I O N 41 4" 1 4"33 4"1 4" 1 8"D.L.O. 1/2" CLEAR TEMERED GLASS PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. CRL U-CHANNEL SYSTEM CORNER BUTT JOINT DETAIL INT. FRAMELESS GLASS -- -- 6" = 1'-0"3 D22 D. L . O . HC420 HCF331 Setting Block [ 1 2" x 7 8" x 4" ] SB_0.5000X0.8750X4 SCF325 SC422 E150 Back Gasket PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" HEAD DETAIL INT. STOREFRONT -- -- 6" = 1'-0"4 D22 2" D. L . O . (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332)1 4" F. D . R. O . PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" HEAD DETAIL INT. STOREFRONT -- -- 6" = 1'-0"5 D22 RECEPTION COED LOUNGE RECEPTION COED LOUNGE 2" D. L . O . 1 4" F. D . R. O . 3/8" DIA. HILTI KWIK HUS-EZ WITH 2-1/2" EMBEDMENT (ICC-ES ESR-2037) MO355 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" VERTICAL DETAIL INT. STOREFRONT -- -- 6" = 1'-0"6 D22 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" JAMB DETAIL INT. STOREFRONT -- -- 6" = 1'-0"7 D22 (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) DJM360 2"D.L.O.D.L.O. 412" 1" 1" 2"D.L.O. 412" 411 16" 413 16" F.D. TG 2 0 0 1 4" 2"D.L.O. F.D. R.O. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT -- -- 6" = 1'-0"8 D22 1 4" D22 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:12 AM (See Interwest Transmittal) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5920 SERIES MULTI SLIDING HEAD DETAIL SLIDING DOOR NONE 6" = 1' - 0"1 D23 INTERIOR EXTERIOR 158" 7 8" D. L . O . DO O R O P E N I N G 3 8" FR A M E D I M E N S I O N 4" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT 5520 SERIES MULTI SLIDING CORNER JOINT DETAIL -- -- 6" = 1'-0"2 D23 1" 52-006 1 5 16"1 7 16"D.L.O. 1 4"F.D. R.O. 1 8" D. L . O . T245 028260 #8 x 3/8" AB PHST 3/8" DIA. HILTI KWIK HUS-EZ WITH 2-1/2" EMBEDMENT (ICC-ES ESR-2037) RE F E R T O P L A N 1/2" CLEAR TEMPERED GLASS D.L.O. CRL U-CHANNEL IN BRUSH STAINLESS FINISH 1 8" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. CRL U-CHANNEL SYSTEM JAMB DETAIL INT. FRAMELESS GLASS -- -- 6" = 1'-0"3 D23 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA ULT5920 SERIES MULTI SLIDING JAMB DETAIL SLIDING DOOR NONE 6" = 1' - 0"4 D23 6" 3 8" 21 4"D.L.O. FRAME DIMENSION ROUGH OPENING 063 ALUM. BREAK METAL COLOR TO MATCH FRAME 063 ALUM. BREAK METAL COLOR TO MATCH FRAME TB-266 TG611 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT -- -- 6" = 1'-0"5 D23 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT -- -- 6" = 1'-0"6 D23 412" OP G 1 9 0 0 OP G 1 9 0 2 OPG1912 21 4" OP G 1 9 7 9 OPG1986IP OPG2087HS 3 8"DOOR F.D. TB-265 3 8" 21 4"D.L.O. FRAME DIMENSION ROUGH OPENING 412" TG200 (2)1/4-20 DRILL FLEX AT 24" OC 3" FROM EA END. (ICC ES ESR 3332) 3 8"DOOR F.D. INTERIOR EXTERIOR INTERIOR EXTERIOR R.O. D23 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:12 AM (See Interwest Transmittal) 5" 3 8" 25028 SHIM T245 2" DO O R O P E N I N G ASSA ABLOY PANIC PDU8000-3 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" DOOR HEAD DETAIL STOREFRONT NONE 6" = 1' - 0"1 D24 2"D.L.O. 3 8"2"DOOR OPENING FRAME DIMENSION ROUGH OPENING 2" 2" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" DOOR JAMB DETAIL STOREFRONT NONE 6" = 1' - 0"4 D24 31 4" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" DOOR JAMB DETAIL STOREFRONT NONE 6" = 1' - 0"3 D24 TB-265 3 8" 21 4"D.L.O. FRAME DIMENSION ROUGH OPENING 412" TG200 TB-266 412" PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" DOOR JAMB DETAIL STOREFRONT NONE 6" = 1' - 0"2 D24 TB-266 TG611 T245 TG221F TG221BT VTL-TG Gasket Setting Block [ 1" x 1 4" x 4" ] SB_1.0000X0.2500X4 2" 1" D. L . O . PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AFG451T SERIES - 2" x 4 1/2" DOOR HEAD DETAIL STOREFRONT NONE 6" = 1' - 0"5 D24 DO O R O P E N I N G PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ASSA ABLOY HERCULITE DOOR - DRT-4DF DOOR SILL DETAIL CURTAIN WALL DOOR 02/MH A08.100 6" = 1' - 0"6 D24 FLOOR CLOSER 3 8" DO O R O P E N I N G STONE MATCH FLOORING THRESHOLD (BY OTHERS) 10 " D. L . O . D24 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:12 AM (See Interwest Transmittal) 41 2" 1 4" SHIM UCH201 T245 31430HVY 2" 1 8" 518" 3 4" D. L . O . DO O R O P E N I N G PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" DOOR HEADER DETAIL STOREFRONT 6" = 1' - 0"1 D25 DS002 5051 Bulb Gasket 5051 Bulb Gasket DS002 R. O . 611 16 " 1 2" D. L . O . DO O R O P E N I N G OU T S I D E IN S I D E 3 16 " 31431 DS002 5051 Bulb Gasket 5051 Bulb Gasket DS002 PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" DOOR SILL DETAIL STOREFRONT 6" = 1' - 0"2 D25 S155S155BASE DJM360 P050 4" DSO401H 1 4" 2" 1 16"5" 1 2"D.L.O. FRAME DIMENSION ROUGH OPENING WALL REFER TO ARCH. DWG. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 6" = 1' - 0"3 D25 41 2" 4" DJM360 2"D.L.O. 412" F.D. 1 4" ROUGH OPENING WALL REFER TO ARCH. DWG. PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 6" = 1' - 0"4 D25 S155 S155BASE DJM360 1 16"5" 1 2"D.L.O. FRAME DIMENSION PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA AF450 SERIES - 2" x 4 1/2" JAMB DETAIL STOREFRONT 6" = 1' - 0"5 D25 OP G 1 9 0 0 OPG1912 21 4"D.L.O. OPG1986IP OPG2087HS OPG1981 3 8" OPG1978 1 7/8" x 4 5/8" x 10 GUAGE STEEL REINFORCEMENT 1-1/2" x 4-1/2" CONTINUOUS STEEL REINFORCEMENT WELDED ON BOTH SIDE PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" JAMB DETAIL CURTAIN WALL 6" = 1' - 0"6 D25 D25 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:13 AM (See Interwest Transmittal) PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" VERT. SUPPORT DETAIL CURTAIN WALL 6" = 1' - 0"1 D26 3/8" DIA. SIMPSON SDS SCREWS WITH 2-1/2" MIN. EMBED (ICC ES ESR 2236) CURTAIN WALL HEADER 1-1/2" x 4-1/2" CONTINUOUS STEEL REINFORCEMENT WELDED TO ANCHOR CLIP ON BOTH SIDE 2"x4"x4-1/2" ANCHOR CLIP 1-1/2" x 4-1/2" CONTINUOUS STEEL REINFORCEMENT WELDED TO HORIZONTAL PLATE VERTICAL MULLION HORIZONTAL MULLION PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" VERT. SUPPORT DETAIL CURTAIN WALL 6" = 1' - 0"2 D26 VERTICAL MULLION MULLION 1-1/2" x 4-1/2" CONTINUOUS STEEL REINFORCEMENT WELDED ON BOTH SIDE CURTAIN WALL JAMB PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" HOR. SUPPORT DETAIL CURTAIN WALL 6" = 1' - 0"3 D26 WOOD BEAM REFER RO STRUCTURAL DWG. 1-1/2" x 4-1/2" CONTINUOUS STEEL REINFORCEMENT WELDED ON BOTH END PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ASSA ABLOY HERCULITE DOOR - DRT-4DF DOOR SILL DETAIL ALL GLASS ENTRANCES 6" = 1' - 0"4 D26 FLOOR CLOSER 3 8" DO O R O P E N I N G STONE MATCH FLOORING THRESHOLD (BY OTHERS) 10 " D. L . O . PAGE NO.SYSTEM DETAIL NO.TITLE ARCH. REF. SCALE QUANTITY THUS QUANTITY OPP. ARCADIA T500 OPG1900 SERIES - 2 1/4" x 7" VERT. SUPPORT DETAIL CURTAIN WALL 6" = 1' - 0"5 D26 1/4-20 DRILL FLEX (ICC ES ESR 3332) CURTAIN WALL HEADER 1-1/2" x 4-1/2" CONTINUOUS STEEL REINFORCEMENT WELDED TO ANCHOR CLIP ON BOTH SIDE 2"x4"x4-1/2" ANCHOR CLIP VERTICAL MULLION STEEL BEAM REFER RO STRUCTURAL DWG. D26 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:13 AM (See Interwest Transmittal) VERT & HOR. CONNECTION DETAIL1 D27 STEEL PLATE SUPPORT - EXTERIOR SIDE VERT & HOR. MULLION CONNECTION DETAIL2 D27 STEEL PLATE SUPPORT - EXTERIOR SIDE VERT & HOR. MULLION CONNECTION DETAIL3 D27 STEEL PLATE SUPPORT - INTERIOR SIDE VERT & HOR. MULLION CONNECTION DETAIL4 D27 STEEL PLATE SUPPORT - EXTERIOR SIDE VERT & HOR. MULLION CONNECTION DETAIL5 D27 STEEL PLATE SUPPORT - INTERIOR SIDE D27 DETAIL DRAWING NUMBER: DATE: SCALE: DRAWN BY: CHECKED BY: PR O J E C T REVISION CPS - 10/25/2021 AS SHOWN PROJECT ARCHITECT: GENERAL CONTRACTOR: GLAZING CONTRACTOR: MO N T A G E L A Q U I N T A - M A I N H O T E L & S P A 52 - 0 0 0 S I L V E R R O C K W A Y , L A Q U I N T A , C A 9 2 2 5 3 OWNER: Elite Lic# 898030 Enterprise, Inc. Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 Tel 562.699.9300 Fax 562.692.6962 9232 Bermudez St. Pico Rivera, CA 90660 CONSTRUCTION Tel 949.474.2001 Fax 949.474.1534 400 Spectrum Center Drive Suite 1200 Irvine, CA 92618 Approved As Noted 08/09/2022 10:30:13 AM (See Interwest Transmittal) Project No:3644 Montage Project Calcs Page: 2 of 7/6/2022 3644 Montage Project Calcs Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa DESCRIPTION:Table of Contents Item Description Page 1.00 Key Plans K1 to K52 2.00 Bases of Design BOD1, BOD2 3.00 Lateral Loads L1, L2 4.00 Glass Design GL1-1 to GL1-5 6.00 Elevation Mullion Design M1A to M-50 7.00 Drift Design DR-1 8.00 Dead Load Design, Screw Design DL-1 9.00 Wind Tab Design CD-1 10.00 Anchor Bolt Design AB1-1 to AB2-4 11.00 Section & detail Properties Ref#1 12.00 Design Criteria Ref#2 13.00 14.00 15.00 16.00 17.00 18.00 CALCULATION AND ENGINEERING PREPARED BY: SCOTT J. SANDERS Exp Date: 6-30-24 Wet Signature Required 3644 Montage Project Calcs 8 7/12/2022Brad Lowe, S.E. NO EXCEPTIONS TAKEN REJECTED SUBMIT SPECIFIED ITEM MAKE CORRECTIONS NOTED REVISE AND RESUBMIT THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THE SUBMITTAL DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ACCEPTANCE OF A SPECIFIC ITEM SHALL NOT INCLUDE ACCEPTANCE OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE; INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION; COORDINATION OF THE WORK OF ALL TRADES; AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. REVIEWED BY: COFFMAN ENGINEERS, INC DATE Approved As Noted 08/09/2022 10:30:13 AM (See Interwest Transmittal) PROJECT:.3644 Montage Project Calcs Page:BOD-1 Date: 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Bases of Design Vertical Loading:1" Thick IG Fully Tempered Glass Insulated Glass system = 6.50 PSF Aluminum Storefront = 1.25 PSF Aluminum Storefront = 1.25 PSF TOTAL DL = 9.00 PSF Horizontal Loading: Wind Design per ASCE 7-16 Ultimate Design Wind Speed 96 mph(Ult), Exp C, Risk Category II Per EOR Wall Zone 4 Basic Wind Load = -31.22 PSF, 10 sq. ft. USE ZONE 5 FOR ALL MULLION DESIGNS, UNO: Wall Zone 5 Basic Wind Load = -38.60 PSF, 10 sq. ft. Human impact loads: 200 lbs point load on wall adjacent to walkways, 42" above walking surface Seismic Loading per ASCE 7-16 Body of Connections Fp =0.60 Wp Bolts and Welds Fp =1.88 Wp Load Combinations per ASCE 7-16 Design Properties:Glass per GANA Table 11, Probability of Breakage 8 per 1000 Fr = Modules of Rupture: Annealed = 6000 psi 2800 psi Heat-strengthened = 12000 psi 5600 psi Fully Tempered = 24000 psi 11200 psi E = Modules of Elasticity = 10400 ksi Coefficient of Linear Expansion 0.46x10^-5 in/in deg F Poisson's Ratio = μ = 0.23 Density 156 lb/ft^3 Coefficient of Linear Expansion 0.46x10^-5 in/in deg F Codes and Ref: 2019 California Building Code ASCE/SEI 7-16 Aluminum Design Manual AAMA Design Guide Manuals ASTM E-1300 -09 AISC ACI 318 Dril Flex Self-Drilling Fasteners ESR-3332 Hilti ESR Report 3027 Hilti ER-2196 Approved As Noted 08/09/2022 10:30:13 AM (See Interwest Transmittal) PROJECT:.3644 Montage Project Calcs Page:BOD-2 Date: 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Bases of Design Deflections: Vertical Framing Members supporting glass or metal panels normal to surface Single Span 13'-6" or Less Max Deflection = L/175 for clear span of support Single Span greater than 13'-6" Max Deflection = L/240 + 1/4" for clear span of support Vertical Deflection due to DL and LL = 3/4". Cantilever Members Max Deflection = 2L/175 of span past support Transverse Framing Members supporting glass or metal panels in-plane: Deflection = L/175 for clear span of support normal to the plane of construction Vertical Deflection = L/360 or 1/8" whichever is less for clear span of support, in the plane of construction Building Drift and Movement Criteria Vertical differential deflection Live Load per EOR. Inter-story lateral drift 2% Note: Bolts, Screws and Anchor Bolts DISSIMILAR METALS: The use of dissimilar metals should be evaluated consistent with ASTM G82-98, in addition to the following requirements: A) Where aluminum surfaces come in contact with metals other than stainless steel, zinc, cadmium, or small areas of white bronze, keep aluminum surfaces from direct contact with incompatible metals. This is achieved by providing suitable protection coati B) Dissimilar metals must be painted if used in locations where drainage from them passes over aluminum. C) Wood or other absorptive materials which may become repeatedly wet and which are in contact with aluminum should be painted with 2 coats of aluminum house paint and the joints sealed with a quality caulking compound. D) Where aluminum is in contact with treated wood, wood must be treated with Pentachlorophenol 5% minimum concentration, or Wolman Salts of Creosote or Zinc Napthanate (select one) and follow the protective measures outlined on container. Structural Silcone: 1/2" thick joint Allowable Tension = 20 psi Width of joint = 0.5 inches T allowable = 120 plf 3/8" thick joint Allowable Tension = 20 psi Width of joint = 0.375 inches T allowable = 90 plf Nominal Minimum Glass Glass Thickness Glass Thickness Weight inches inches psf 1/8 0.115 1.63 1/4 0.219 3.25 3/8 0.355 4.88 1/2 0.469 6.50 5/8 0.595 8.13 3/4 0.719 9.75 7/8 0.844 11.38 Approved As Noted 08/09/2022 10:30:13 AM (See Interwest Transmittal) Project No:3644 Montage Project Calcs Page: L-1 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Wind Design Per ASCE 7-16 30.2.2 Min Design Wind Pressure 16 psf for Strength = 16 x 0.6 = 9.6 psd ASD Wind Design per ASCE 7-16 Components and Cladding Simplified Method Chapter 30 Part 2 h< 60 ft Approximate Building Information: L =277.00 ft. B =164.00 ft. Ht =15.00 ft. Roof Slope =0.00 in/ft. Corner Distance shall equal the smaller of: 10% of Min L or B:=27.70 ft. 0.4 Ht =6.00 ft. Not Less Than 4% L or B =11.08 ft. or =3.00 ft. Horizontal Glass Curtain walls and Storefronts Risk Category per Table 1.5-1 =III Basic Wind Speed, V, per Fig. 26.5-2 and 26.5-2 =115.00 mph Kd, Section 26.6 and Table 26.6-1 Exposure = C Topographic factor Kzt, 26.8 and fig 26.8-1 =1.00 Building Roof = Flat Roof Building Height =15.00 ft. λ =1.2100 15 ft. Tall, Exp C Figure 30.2-1 pnet=λx Kzt x pnet30 Figure 30.4-1 pnet30 10 ft^2 20 ft^2 50 ft^2 100 ft^2 Interior Zone 4 23.80 22.70 21.30 20.20 -25.80 -24.70 -23.30 -22.20 Corner Zone 5 23.80 22.70 21.30 20.20 -31.90 -29.70 -26.90 -24.70 pnet=λx Kzt x pnet30 Interior Zone 4 28.80 27.47 25.77 24.44 -31.22 -29.89 -28.19 -26.86 Corner Zone 5 28.80 27.47 25.77 24.44 -38.60 -35.94 -32.55 -29.89 3644 Montage Project Calcs Approved As Noted 08/09/2022 10:30:13 AM (See Interwest Transmittal) Project No.: 3644 Montage Project Calcs Page L-2 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Seismic Loading ASCE 7-16 - Seismic Design Cat. D Site Class = D hn = 15.00 ft, per plans SEISMIC COEFFCIENTS Sds= 2/3Sms = 1.0000 Sms = FaSs = 1.5000 Fa =1.0000 1615.1.2 Ss =1.5000 S1 =0.6450 Ip = 1.2500 Occupancy Cat II Fv =1.5000 Sd1=2/3FvS1 = 0.6450 Nonstructural Components Max Fpx = 1.6*Ip*Sds*Wpx = 2.0000 wpx Min Fpx = 0.3*Ip*Sds*Wpx = 0.3750 wpx Table 13.5-1 Coefficients for Architectural Components Wall Element Fasteners of the connection system ap =1.0000 ap =1.2500 Rp =2.5000 Rp =1.0000 Z =15.0000 FT h =15.0000 FT Wall Element Fp = (0.4*ap*Sds / (Rp/Ip) (1+2*Z/h))Wp =0.6 Wp Fasteners Load Fp = (0.4*ap*Sds / (Rp/Ip) (1+2*Z/h))Wp =1.875 Wp Wall Element Width Trib =5.0000 FT Height Trib =7.0000 FT Glass Wt =6.5000 psf, Trib Dead Load =227.5000 lbs Wall Fasteners Load Fp =3.90 psf,426.56 lbs 3644 Montage Project Calcs Approved As Noted 08/09/2022 10:30:13 AM (See Interwest Transmittal) Title April 01, 2022 Disclaimer These calculations are based on the ASTM E1300-09, ASTM E1300-12 and ASTM E1300-16 Standard Practices for determining the load resistance of glass in buildings and provided to the customer as a guide only. WGD does NOT take responsibility for providing structural load calculations and providing load resistances for the customer's application. The software used to generate this report has been developed by Standards Design Group (SDG), and can be used to determine the load resistance of specified glass types exposed to uniform lateral loads of short or long duration subject to the following condition(s): • The glass is free of edge and surface damage and has been properly glazed in the opening in conformance with the manufacturer's recommendations. The user has the responsibility for selecting the correct procedures for the required application from the software. The stiffness of members supporting any glass edge shall be sufficient that under design load, edge deflections shall not exceed L/175, where L denotes the length of the supported edge. The non-factored load values for laminated glass are representative of test data and calculations performed for an interlayer at a temperature of 50° C (122° F). For other limiting conditions that may apply, refer to Section 5 of ASTM E1300 and local building codes. SDG disclaims any responsibility for any particular results relating to the use of the WGD Program. SDG disclaims any liability for any personal injury or any loss or damage of any kind, including all indirect, special, or consequential damages and lost profits, arising out of or relating to the use of the WGD Program. Signature / Stamp PAGE G11 Approved As Noted 08/09/2022 10:30:13 AM (See Interwest Transmittal) Input April 01, 2022 Glazing Information Supported Edges:Four sides simply supported Shape:Rectangular Lite Width:70.0 in. Lite Height:118 in. Glazing Angle:90.0 ° Glazing Construction (Double Glazed Insulating Unit) Exterior Lite Properties (Monolithic) Thickness:1/4 in. Heat Treatment:Fully Tempered Airspace Properties Thickness:0.500 in. Interior Lite Properties (Monolithic) Thickness:1/4 in. Heat Treatment:Fully Tempered Applied Loads Description Load Duration Short Duration 22.0 psf 3.00 sec Long Duration 5.00 psf 30.0 day WGD - Version 6.6.7.0 Page 1 of 4 PAGE G1 Approved As Noted 08/09/2022 10:30:14 AM (See Interwest Transmittal) ASTM E1300 Extended Basic Load Resistance Report April 01, 2022 Glazing Construction (Double Glazed Insulating Unit) Exterior Lite Properties (Monolithic) Thickness:1/4 in. Heat Treatment:Fully Tempered Airspace Properties Thickness:0.500 in. Interior Lite Properties (Monolithic) Thickness:1/4 in. Heat Treatment:Fully Tempered Load Resistance Short Duration (3 Sec) Description NFL GTF LSF LR Exterior Lite 21.8 psf 3.60 1/0.500 157 psf Interior Lite 21.8 psf 3.60 1/0.500 157 psf Long Duration (30 Days) Description NFL GTF LSF LR Exterior Lite 21.8 psf 2.85 1/0.500 124 psf Interior Lite 21.8 psf 2.85 1/0.500 124 psf Comparisons Short Duration 22.0 psf 3.00 sec <= 157 psf OK Approximate center of glass deflection Exterior Lite 0.81 in. Interior Lite 0.81 in. Long Duration 5.00 psf 30.0 day <= 124 psf OK Approximate center of glass deflection Exterior Lite 0.31 in. Interior Lite 0.31 in. Notes Load resistance values are computed in accordance with ASTM E1300-16 Section 6.2 and are based on non-factored load values calculated in a manner consistent with those presented in ASTM E1300-16. WGD - Version 6.6.7.0 Page 2 of 4 PAGE G13 Approved As Noted 08/09/2022 10:30:14 AM (See Interwest Transmittal) ASTM E1300 Extended Basic Load Resistance Details April 01, 2022 WGD - Version 6.6.7.0 Page 3 of 4 PAGE G1 Approved As Noted 08/09/2022 10:30:14 AM (See Interwest Transmittal) ASTM E1300 Extended Basic Load Resistance Details April 01, 2022 WGD - Version 6.6.7.0 Page 4 of 4 PAGE G1 Approved As Noted 08/09/2022 10:30:14 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-1A 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 04/E1 Max Spacing width =6.0000 ft x Ht 3.5000 ft Basic Wind Load = 35.94 psf ASD Load Factor =0.6000 ASD Wind Load = 21.564 psf Total Wind Area =21.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-251 =2.951 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =3.5000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.24 inches USE Max Deflection = 0.24 inches Trib Wind Width =6.0000 ft W =129.384 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =0.0628 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =1.0176 in^4 Reaction at Top and Bottom = w x Max Ht/2 =226.42 lbs Tension at Silicone Joint =64.692 plf Check column for beanding: M= WL^2/8 =198.12 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.1564 in^3 Sx Provided =1.2640 in^3 UC = SX REQ'D/SX PROV'D =0.1237 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:14 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-1B 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 04/E1 Max Spacing width =3.0000 ft x Ht 3.5000 ft Basic Wind Load = 38.6 psf ASD Load Factor =0.6000 ASD Wind Load = 23.16 psf Total Wind Area =10.5000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t = 10 GAGE =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-266 =2.857 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =3.5000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.24 inches USE Max Deflection = 0.24 inches Trib Wind Width =3.0000 ft W =69.48 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =0.0337 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =0.9852 in^4 Reaction at Top and Bottom = w x Max Ht/2 =121.59 lbs Tension at Silicone Joint =34.740 plf Check column for beanding: M= WL^2/8 =106.39 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.0840 in^3 Sx Provided = 1.2150 in^3 UC = SX REQ'D/SX PROV'D =0.0691 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:14 AM (See Interwest Transmittal) PAGE: M-1 Approved As Noted 08/09/2022 10:30:14 AM (See Interwest Transmittal) PAGE: M-2 Approved As Noted 08/09/2022 10:30:14 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-3A 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 02/E1 Max Spacing width =5.7500 ft x Ht 10.0000 ft Basic Wind Load = 32.55 psf ASD Load Factor =0.6000 ASD Wind Load = 19.53 psf Total Wind Area =57.5000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-558/TB205 =5.149 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =5.7500 ft W =112.2975 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =1.2706 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =1.7755 in^4 Reaction at Top and Bottom = w x Max Ht/2 =561.49 lbs Tension at Silicone Joint =56.149 plf Check column for beanding: M= WL^2/8 =1403.72 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =1.1082 in^3 Sx Provided =1.2640 in^3 UC = SX REQ'D/SX PROV'D =0.8767 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:15 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-3B 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 02/E1 JAMB Max Spacing width =3.0000 ft x Ht 10.0000 ft Basic Wind Load = 38.6 psf ASD Load Factor =0.6000 ASD Wind Load = 23.16 psf Total Wind Area =30.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t = 10 GAGE =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-265 =2.706 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =3.0000 ft W =69.48 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =0.7861 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =0.9331 in^4 Reaction at Top and Bottom = w x Max Ht/2 =347.40 lbs Tension at Silicone Joint =34.740 plf Check column for beanding: M= WL^2/8 =868.50 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.6857 in^3 Sx Provided = 1.1120 in^3 UC = SX REQ'D/SX PROV'D =0.6166 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:15 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-3C 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 02/E1 JAMB 2 Max Spacing width =3.0000 ft x Ht 10.0000 ft Basic Wind Load = 38.6 psf ASD Load Factor =0.6000 ASD Wind Load = 23.16 psf Total Wind Area =30.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t = 10 GAGE =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-265 =2.706 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =3.0000 ft W =69.48 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =0.7861 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =0.9331 in^4 Reaction at Top and Bottom = w x Max Ht/2 =347.40 lbs Tension at Silicone Joint =34.740 plf Check column for beanding: M= WL^2/8 =868.50 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.6857 in^3 Sx Provided = 1.1120 in^3 UC = SX REQ'D/SX PROV'D =0.6166 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:15 AM (See Interwest Transmittal) PAGE: M-3 Approved As Noted 08/09/2022 10:30:15 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-4A 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 03/E1 JAMB Max Spacing width =3.6250 ft x Ht 14.5000 ft Basic Wind Load = 32.55 psf ASD Load Factor =0.6000 ASD Wind Load = 19.53 psf Total Wind Area =52.5625 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t = 10 GAGE =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= OPG1910 =8.381 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =14.5000 ft Max Deflection Allowable =0.99 inches Max Deflection = L/240+0.25 =0.98 inches USE Max Deflection = 0.99 inches Trib Wind Width =3.6250 ft W =70.79625 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =2.4526 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =2.8900 in^4 Reaction at Top and Bottom = w x Max Ht/2 =513.27 lbs Tension at Silicone Joint =35.398 plf Check column for beanding: M= WL^2/8 =1860.61 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =1.4689 in^3 Sx Provided = 2.5160 in^3 UC = SX REQ'D/SX PROV'D =0.5838 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:15 AM (See Interwest Transmittal) PAGE: M-4 Approved As Noted 08/09/2022 10:30:15 AM (See Interwest Transmittal) PAGE: M-5 Approved As Noted 08/09/2022 10:30:16 AM (See Interwest Transmittal) PAGE: M-6 Approved As Noted 08/09/2022 10:30:16 AM (See Interwest Transmittal) PAGE: M-7 Approved As Noted 08/09/2022 10:30:16 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-8A 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 01/E3 Max Spacing width =5.7500 ft x Ht 10.0000 ft Basic Wind Load = 32.55 psf ASD Load Factor =0.6000 ASD Wind Load = 19.53 psf Total Wind Area =57.5000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-558/TB205 =5.149 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =5.7500 ft W =112.2975 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =1.2706 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =1.7755 in^4 Reaction at Top and Bottom = w x Max Ht/2 =561.49 lbs Tension at Silicone Joint =56.149 plf Check column for beanding: M= WL^2/8 =1403.72 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =1.1082 in^3 Sx Provided =2.1890 in^3 UC = SX REQ'D/SX PROV'D =0.5063 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:16 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-8B 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 01/E3 DOOR JAMB Max Spacing width =6.0000 ft x Ht 10.0000 ft Basic Wind Load = 32.55 psf ASD Load Factor =0.6000 ASD Wind Load = 19.53 psf Total Wind Area =60.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =1 1/2 in d =2 3/8 in s = t = 10 GAGE =0.1340 in h = b-2*s =2 3/28 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.610 in^4 Isteel Section = 0.000 in^4 I= TB-266 =2.857 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =6.0000 ft W =117.18 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =1.3259 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =1.5949 in^4 Reaction at Top and Bottom = w x Max Ht/2 =585.90 lbs Tension at Silicone Joint =58.590 plf Check column for beanding: M= WL^2/8 =1464.75 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =1.1564 in^3 Sx Provided = 1.1120 in^3 UC = SX REQ'D/SX PROV'D =1.0399 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:16 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-8C 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 01/E3 JAMB Max Spacing width =3.0000 ft x Ht 10.0000 ft Basic Wind Load = 38.6 psf ASD Load Factor =0.6000 ASD Wind Load = 23.16 psf Total Wind Area =30.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t = 10 GAGE =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-265 =2.706 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =3.0000 ft W =69.48 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =0.7861 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =0.9331 in^4 Reaction at Top and Bottom = w x Max Ht/2 =347.40 lbs Tension at Silicone Joint =34.740 plf Check column for beanding: M= WL^2/8 =868.50 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.6857 in^3 Sx Provided = 1.1120 in^3 UC = SX REQ'D/SX PROV'D =0.6166 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:16 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-8D 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 01/E3 DOOR JAMB Max Spacing width =6.0000 ft x Ht 10.0000 ft Basic Wind Load = 32.55 psf ASD Load Factor =0.6000 ASD Wind Load = 19.53 psf Total Wind Area =60.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t = 10 GAGE =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= T-600 =6.700 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =6.0000 ft W =117.18 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =1.3259 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =2.3103 in^4 Reaction at Top and Bottom = w x Max Ht/2 =585.90 lbs Tension at Silicone Joint =58.590 plf Check column for beanding: M= WL^2/8 =1464.75 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =1.1564 in^3 Sx Provided = 1.1120 in^3 UC = SX REQ'D/SX PROV'D =1.0399 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:16 AM (See Interwest Transmittal) PAGE: M-8 1-1/2x2-3/8x10 gage steel reinforcement Approved As Noted 08/09/2022 10:30:16 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-9A 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 01/E4 VERT Max Spacing width =6.0000 ft x Ht 14.5000 ft Basic Wind Load = 32.55 psf ASD Load Factor =0.6000 ASD Wind Load = 19.53 psf Total Wind Area =87.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA OPG1900 SERIES Steel Reinforcing if required b =1 7/8 in d =4 5/8 in s = t =0.1340 in h = b-2*s =4 5/14 in Isteel = t*h^3/12+b*(d^3-h^3)/12=3.458 in^4 Isteel Section = 0.000 in^4 I= OPG1910 =8.381 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =14.5000 ft Max Deflection Allowable =0.98 inches Max Deflection = L/240+0.25 =0.98 inches USE Max Deflection = 0.98 inches Trib Wind Width =6.0000 ft W =117.18 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =4.1009 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =6.3481 in^4 Reaction at Top and Bottom = w x Max Ht/2 =849.56 lbs Tension at Silicone Joint =58.590 plf Check column for beanding: M= WL^2/8 =3079.64 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =2.4313 in^3 Sx Provided =2.5160 in^3 UC = SX REQ'D/SX PROV'D =0.9663 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:17 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-9B 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 01/E4 JAMB Max Spacing width =3.0000 ft x Ht 14.5000 ft Basic Wind Load = 34 psf ASD Load Factor =0.6000 ASD Wind Load = 20.4 psf Total Wind Area =43.5000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA OPG1900 SERIES Steel Reinforcing if required b =0 in d =0 in s = t =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= OPG1910 =8.381 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =14.5000 ft Max Deflection Allowable =0.98 inches Max Deflection = L/240+0.25 =0.98 inches USE Max Deflection = 0.98 inches Trib Wind Width =3.0000 ft W =61.2 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =2.1418 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =2.8900 in^4 Reaction at Top and Bottom = w x Max Ht/2 =443.70 lbs Tension at Silicone Joint =30.600 plf Check column for beanding: M= WL^2/8 =1608.41 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =1.2698 in^3 Sx Provided =2.5160 in^3 UC = SX REQ'D/SX PROV'D =0.5047 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:17 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-9C 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 01/E4 DOOR JAMB Max Spacing width =6.0000 ft x Ht 14.5000 ft Basic Wind Load = 32.55 psf ASD Load Factor =0.6000 ASD Wind Load = 19.53 psf Total Wind Area =87.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA OPG1900 SERIES Steel Reinforcing if required b =1 7/8 in d =4 5/8 in s = t =0.1340 in h = b-2*s =4 5/14 in Isteel = t*h^3/12+b*(d^3-h^3)/12=3.458 in^4 Isteel Section = 0.000 in^4 I= OPG1910 =8.381 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =14.5000 ft Max Deflection Allowable =0.98 inches Max Deflection = L/240+0.25 =0.98 inches USE Max Deflection = 0.98 inches Trib Wind Width =6.0000 ft W =117.18 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =4.1009 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =6.3481 in^4 Reaction at Top and Bottom = w x Max Ht/2 =849.56 lbs Tension at Silicone Joint =58.590 plf Check column for beanding: M= WL^2/8 =3079.64 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =2.4313 in^3 Sx Provided =2.5160 in^3 UC = SX REQ'D/SX PROV'D =0.9663 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:17 AM (See Interwest Transmittal) PAGE: M-9 1-7/8x4-5/8x10gage steel reinforcement TYP AT ALL VERTICALS Approved As Noted 08/09/2022 10:30:17 AM (See Interwest Transmittal) PAGE: M-10 Approved As Noted 08/09/2022 10:30:17 AM (See Interwest Transmittal) PAGE: M-11 Approved As Noted 08/09/2022 10:30:17 AM (See Interwest Transmittal) PAGE: M-12 Approved As Noted 08/09/2022 10:30:17 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-13A 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 1/E5 Max Spacing width =2.7500 ft x Ht 7.0000 ft Basic Wind Load = 35.94 psf ASD Load Factor =0.6000 ASD Wind Load = 21.564 psf Total Wind Area =19.2500 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t = 10 GAGE =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-266 =2.857 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =7.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.48 inches USE Max Deflection = 0.48 inches Trib Wind Width =2.7500 ft W =59.301 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =0.2301 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =0.9852 in^4 Reaction at Top and Bottom = w x Max Ht/2 =207.55 lbs Tension at Silicone Joint =29.651 plf Check column for beanding: M= WL^2/8 =363.22 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.2868 in^3 Sx Provided = 1.2640 in^3 UC = SX REQ'D/SX PROV'D =0.2269 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:17 AM (See Interwest Transmittal) PAGE: M-13 Approved As Noted 08/09/2022 10:30:17 AM (See Interwest Transmittal) PAGE: M-14 Approved As Noted 08/09/2022 10:30:18 AM (See Interwest Transmittal) PAGE: M-15 Approved As Noted 08/09/2022 10:30:18 AM (See Interwest Transmittal) PAGE: M-16 Approved As Noted 08/09/2022 10:30:18 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-17A 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 3/E6 Max Spacing width =4.0000 ft x Ht 8.0000 ft Basic Wind Load = 35.94 psf ASD Load Factor =0.6000 ASD Wind Load = 21.564 psf Total Wind Area =32.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-251 =2.951 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =8.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.55 inches USE Max Deflection = 0.55 inches Trib Wind Width =4.0000 ft W =86.256 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =0.4997 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =1.0176 in^4 Reaction at Top and Bottom = w x Max Ht/2 =345.02 lbs Tension at Silicone Joint =43.128 plf Check column for beanding: M= WL^2/8 =690.05 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.5448 in^3 Sx Provided =1.1120 in^3 UC = SX REQ'D/SX PROV'D =0.4899 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:18 AM (See Interwest Transmittal) PAGE: M-17 Approved As Noted 08/09/2022 10:30:18 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-18A 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 4/E6 Max Spacing width =2.5000 ft x Ht 10.0000 ft Basic Wind Load = 35.94 psf ASD Load Factor =0.6000 ASD Wind Load = 21.564 psf Total Wind Area =25.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t = 10 GAGE =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-266 =2.857 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =2.5000 ft W =53.91 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =0.6100 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =0.9852 in^4 Reaction at Top and Bottom = w x Max Ht/2 =269.55 lbs Tension at Silicone Joint =26.955 plf Check column for beanding: M= WL^2/8 =673.88 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.5320 in^3 Sx Provided = 1.2640 in^3 UC = SX REQ'D/SX PROV'D =0.4209 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:18 AM (See Interwest Transmittal) PAGE: M-18 Approved As Noted 08/09/2022 10:30:18 AM (See Interwest Transmittal) PAGE: M-19 Approved As Noted 08/09/2022 10:30:18 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-20A 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 01/E7 VERT Max Spacing width =4.0000 ft x Ht 14.0000 ft Basic Wind Load = 32.55 psf ASD Load Factor =0.6000 ASD Wind Load = 19.53 psf Total Wind Area =56.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA OPG1900 SERIES Steel Reinforcing if required b =0 in d =0 in s = t =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= OPG1910 =8.381 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =14.0000 ft Max Deflection Allowable =0.95 inches Max Deflection = L/240+0.25 =0.95 inches USE Max Deflection = 0.95 inches Trib Wind Width =4.0000 ft W =78.12 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =2.4510 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =2.8900 in^4 Reaction at Top and Bottom = w x Max Ht/2 =546.84 lbs Tension at Silicone Joint =39.060 plf Check column for beanding: M= WL^2/8 =1913.94 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =1.5110 in^3 Sx Provided =2.5160 in^3 UC = SX REQ'D/SX PROV'D =0.6006 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:19 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-20B 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 01/E7 JAMB Max Spacing width =2.0000 ft x Ht 14.0000 ft Basic Wind Load = 36 psf ASD Load Factor =0.6000 ASD Wind Load = 21.6 psf Total Wind Area =28.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA OPG1900 SERIES Steel Reinforcing if required b =0 in d =0 in s = t =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= OPG1910 =8.381 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =14.0000 ft Max Deflection Allowable =0.95 inches Max Deflection = L/240+0.25 =0.95 inches USE Max Deflection = 0.95 inches Trib Wind Width =2.0000 ft W =43.2 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =1.3554 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =2.8900 in^4 Reaction at Top and Bottom = w x Max Ht/2 =302.40 lbs Tension at Silicone Joint =21.600 plf Check column for beanding: M= WL^2/8 =1058.40 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.8356 in^3 Sx Provided =2.5160 in^3 UC = SX REQ'D/SX PROV'D =0.3321 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:19 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-20C 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 01/E7 DOOR JAMB Max Spacing width =10.0000 ft x Ht 14.0000 ft Basic Wind Load = 29.9 psf ASD Load Factor =0.6000 ASD Wind Load = 17.94 psf Total Wind Area =140.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA OPG1900 SERIES Steel Reinforcing if required b =1 7/8 in d =4 5/8 in s = t =0.1340 in h = b-2*s =4 5/14 in Isteel = t*h^3/12+b*(d^3-h^3)/12=3.458 in^4 Isteel Section = 0.000 in^4 I= OPG1910 =8.381 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =14.0000 ft Max Deflection Allowable =0.95 inches Max Deflection = L/240+0.25 =0.95 inches USE Max Deflection = 0.95 inches Trib Wind Width =10.0000 ft W =179.4 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =5.6285 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =6.3481 in^4 Reaction at Top and Bottom = w x Max Ht/2 =1255.80 lbs Tension at Silicone Joint =89.700 plf Check column for beanding: M= WL^2/8 =4395.30 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =3.4700 in^3 Sx Provided =2.5160 in^3 UC = SX REQ'D/SX PROV'D =1.3792 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:19 AM (See Interwest Transmittal) PAGE: M-20 Approved As Noted 08/09/2022 10:30:19 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-21A 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 3/E8 Max Spacing width =5.7500 ft x Ht 10.0000 ft Basic Wind Load = 32.55 psf ASD Load Factor =0.6000 ASD Wind Load = 19.53 psf Total Wind Area =57.5000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-558/TB205 =5.149 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =5.7500 ft W =112.2975 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =1.2706 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =1.7755 in^4 Reaction at Top and Bottom = w x Max Ht/2 =561.49 lbs Tension at Silicone Joint =56.149 plf Check column for beanding: M= WL^2/8 =1403.72 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =1.1082 in^3 Sx Provided =2.1890 in^3 UC = SX REQ'D/SX PROV'D =0.5063 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:19 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-21B 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 03/E8 DOOR JAMB Max Spacing width =3.5000 ft x Ht 10.0000 ft Basic Wind Load = 32.55 psf ASD Load Factor =0.6000 ASD Wind Load = 19.53 psf Total Wind Area =35.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t = 10 GAGE =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-266 =2.857 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =3.5000 ft W =68.355 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =0.7734 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =0.9852 in^4 Reaction at Top and Bottom = w x Max Ht/2 =341.78 lbs Tension at Silicone Joint =34.178 plf Check column for beanding: M= WL^2/8 =854.44 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.6746 in^3 Sx Provided = 1.1120 in^3 UC = SX REQ'D/SX PROV'D =0.6066 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:20 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page: M-21C 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Window Elevations 03/E8 JAMB Max Spacing width =2.0000 ft x Ht 10.0000 ft Basic Wind Load = 38.6 psf ASD Load Factor =0.6000 ASD Wind Load = 23.16 psf Total Wind Area =20.0000 sq.ft. Ma x Allowable Span without Steel Stiffeners Check Stiffener for Design Loads:ARCADIA AFG451T SERIES Steel Reinforcing if required b =0 in d =0 in s = t = 10 GAGE =0.0000 in h = b-2*s =0 in Isteel = t*h^3/12+b*(d^3-h^3)/12=0.000 in^4 Isteel Section = 0.000 in^4 I= TB-265 =2.706 in^4 E steel =2.9E+07 psi E alum =1.0E+07 psi Max Ht =10.0000 ft Max Deflection Allowable =0.75 inches Max Deflection = L/175 =0.69 inches USE Max Deflection = 0.69 inches Trib Wind Width =2.0000 ft W =46.32 plf Ireq'd = (5*w*l^4)/(384*E* Defl) =0.5241 in^4 Equivalent Iprovided = Isteel+ Ialum/2.9 =0.9331 in^4 Reaction at Top and Bottom = w x Max Ht/2 =231.60 lbs Tension at Silicone Joint =23.160 plf Check column for beanding: M= WL^2/8 =579.00 LB-FT Fb /omega =15.2000 ksi Sx req'd = M/Fb(omega) =0.4571 in^3 Sx Provided = 1.1120 in^3 UC = SX REQ'D/SX PROV'D =0.4111 <1.0 Exterior Anchor Bolt:SC1 - 1/4-20 DRIL FLEX SCREWS (2) EA SIDE OF VERTICAL AB1 -HILTI KWIK HUS-EZ 3/8" dia w/ 2-1/2" EFFECTIVE embedment ALUMINUM EA SIDE OF VERTICAL Approved As Noted 08/09/2022 10:30:20 AM (See Interwest Transmittal) PAGE: M-21 Approved As Noted 08/09/2022 10:30:20 AM (See Interwest Transmittal) PAGE: M-22 Approved As Noted 08/09/2022 10:30:20 AM (See Interwest Transmittal) PAGE: M-23 Approved As Noted 08/09/2022 10:30:20 AM (See Interwest Transmittal) PAGE: M-24 Approved As Noted 08/09/2022 10:30:21 AM (See Interwest Transmittal) PAGE: M-25 Approved As Noted 08/09/2022 10:30:21 AM (See Interwest Transmittal) PAGE: M-26 Approved As Noted 08/09/2022 10:30:21 AM (See Interwest Transmittal) PAGE: M-27 Approved As Noted 08/09/2022 10:30:21 AM (See Interwest Transmittal) PAGE: M-28 Approved As Noted 08/09/2022 10:30:21 AM (See Interwest Transmittal) PAGE: M-29 Approved As Noted 08/09/2022 10:30:21 AM (See Interwest Transmittal) PAGE: M-30 Approved As Noted 08/09/2022 10:30:22 AM (See Interwest Transmittal) PAGE: M-31 Approved As Noted 08/09/2022 10:30:22 AM (See Interwest Transmittal) PAGE: M-32 Approved As Noted 08/09/2022 10:30:22 AM (See Interwest Transmittal) PAGE: M-33 Approved As Noted 08/09/2022 10:30:22 AM (See Interwest Transmittal) PAGE: M-34 Approved As Noted 08/09/2022 10:30:22 AM (See Interwest Transmittal) PAGE: M-35 Approved As Noted 08/09/2022 10:30:22 AM (See Interwest Transmittal) PAGE: M-36 Approved As Noted 08/09/2022 10:30:22 AM (See Interwest Transmittal) PAGE: M-37 Approved As Noted 08/09/2022 10:30:23 AM (See Interwest Transmittal) PAGE: M-38 Approved As Noted 08/09/2022 10:30:23 AM (See Interwest Transmittal) PAGE: M-39 Approved As Noted 08/09/2022 10:30:23 AM (See Interwest Transmittal) PAGE: M-40 Approved As Noted 08/09/2022 10:30:23 AM (See Interwest Transmittal) PAGE: M-41 Approved As Noted 08/09/2022 10:30:23 AM (See Interwest Transmittal) PAGE: M-42 Approved As Noted 08/09/2022 10:30:23 AM (See Interwest Transmittal) PAGE: M-43 Approved As Noted 08/09/2022 10:30:23 AM (See Interwest Transmittal) PAGE: M-44 Approved As Noted 08/09/2022 10:30:24 AM (See Interwest Transmittal) PAGE: M-45 Approved As Noted 08/09/2022 10:30:24 AM (See Interwest Transmittal) PAGE: M-46 Approved As Noted 08/09/2022 10:30:24 AM (See Interwest Transmittal) PAGE: M-47 Approved As Noted 08/09/2022 10:30:24 AM (See Interwest Transmittal) PAGE: M-48 Approved As Noted 08/09/2022 10:30:24 AM (See Interwest Transmittal) PAGE: M-49 Approved As Noted 08/09/2022 10:30:24 AM (See Interwest Transmittal) PAGE: M-50 Approved As Noted 08/09/2022 10:30:24 AM (See Interwest Transmittal) PROJECT:.3644 Montage Project Calcs Page: DR-1 4/1/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:Glazing Design Seimic Drift Design Typ Elevation ASCE 7-16, Chapter 13 Section 13.5.9 Determining Drift Capacity of Curtain Wall System using Bouwkamp's Equation Building Design Displacement = 2.00% per ASCE7-16 Table 12.12-1 Δ max = % xHp = 1.4 in Hp = 70 in Height of rectangular Glass Lite Bp = 118 in Width of rectangular Glass Lite C1 = 5/8 in Clearance (gap) Between Vertical edges and the Frame C2 = 1/2 in Clearance (gap) Between Horizontal edges and the Frame Dclear prov'd = 2*C1(1+hp*c2/bpc1)= 1.8432 inches per ASCE 7-16, Section 13.5.9 Dclear req'd = 1.25* Δmax = 1.75 inches Dclear prov'd = 1.84 inches > Dclear req'd = 1.750 inches Glass Lite and Curtain Wall Mullions can Accommodate building Drift w/o Glass Fallout Approved As Noted 08/09/2022 10:30:25 AM (See Interwest Transmittal) PROJECT: .3644 Montage Project Calcs Page:DL-1 7/6/2022 PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION: Glazing Design Lite Dimension: Length = 45 P =85.31 lbs Lite Dimension: Height = 42 in a =5.625 in, setting block spacing Lite Weight = 6.5 psf E = 10700000 I =1.407 in^4 L =45 in ΔDelta = Pa/24EI (3L^2-4a^2) =0.0079 inches <1/8" or 0.125" Elev Section Name Ixx Glass:Lite Weight P, total Load a = Lt/8 E ΔDelta = Pa/24EI (3L^2-4a^2) =Δmax = 1/8" Results Reaction in^4 Height, in Length, in psf lbs inches inches inches of Section lbs ELEV 1/E7 OPG1910 1.407 42 45 6.5 85.31 5.625 10700000 0.007900398 0.125 GOOD 42.66 TYP OPG1900 0.753 42 48 6.5 91.00 6 10700000 0.019110102 0.125 GOOD 45.50 ELEV 1/E7 OPG1910+STEEL 3.6685 42 90 6.5 170.63 11.25 10700000 0.048481331 0.125 GOOD 85.31 ELEV 2/E10 OPG1910+STEEL 3.6685 42 108 6.5 204.75 13.5 10700000 0.100530889 0.125 GOOD 102.38 TYP OPG1900 0.753 50 70 6.5 157.99 8.75 10700000 0.102898945 0.125 GOOD 78.99 Allowable Screw Loading Per Dril Flex in Aluminum: Steel Plate: 1-1/2x4-1/2 I = 1.265 in^4 I=0.441 #12-14 1/8"-1/8" min thickness V= 490 lbs ea; we have (2) at ea connector; Vallowable = 980 lbs >>> max load = 195 lbs see above 1/4-20 1/8"-1/8" min thickness V= 550 lbs ea; we have (4) at T and L clips ; Vallowable = 2200 lbs >>> max load = 900 lbs see above 1/4-20 1/8"-1/8" min thickness T= 245 lbs ea; 9" oc spacing at pressure plate; Vallowable = 326 lbs/ft > max Allowable load = 20 x 1/2x12 = 120 lbs/ft Tap Screw req'd edge distance: Pitch x 3 + 1/2 thread Diameter #12-14 EDGE DISTANCE 1/14*3+1/2X0.216 = 0.32" 1/4-20 EDGE DISTANCE 1/20*3+0.25/2 = 0.275" Approved As Noted 08/09/2022 10:30:25 AM (See Interwest Transmittal) PAGE: CD-1 4/1/2022 3644 Montage Project Calcs PROJECT:Exterior Storefront and Curtain Wall at Montage La Quinta, Main Hotel and Spa 52-000 SilverRock Way, La Quinta, CA 92253 DESCRIPTION:General Glazing Screw Connection Design:Dril-Flex 1/4-20 per ESR-3332 Pss, Shear = 2.617 ksi Pts, Tension = 4619 ksi Aluminum 6063-T6, Fy=25 ksi Allowable Shear Force: Edge Distance = 2d min =0.5 in Allowable Bearing Force = 2F tuDt/Ω =1.25 kips Ftu =30 ksi Ftu2 =30 ksi D = 0.25 in t1 =0.25 in t2 =0.25 in SF = Ω =3in Rn = 2617 lbs per ESR-3332 Rn/Ω = 4.2 (t2^3D)^1/2Ftu2/Ω =2.63 kips Rn/1.25 Ω = 0.70 kips MAX ALLOAWBLE SHEAR LOAD = 625 LBS EACH Allowable Tensile Force: Rn/Ω = KsDLeFty2/Ω =0.53 kips Dw =0.5 inches > 5/16 req'd Le =0.25 in Ks =1.01 Fty2 =25 ksi Rn/Ω = Cpov t1 Ftu1(Dws-Dh)/Ω =0.8594 kips Dws =0.625 inches Dh =0.28125 inches Cpov =1 inches Rn = 4619 lbs per ADM Table 5-1 Rn/1.25 Ω = 1.23 kips MAX ALLOAWBLE TENSION LOAD = 530 LBS EACH Approved As Noted 08/09/2022 10:30:25 AM (See Interwest Transmittal) www.hilti.com Hilti PROFIS Engineering 3.0.76 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2022 Page: Specifier: E-Mail: Date: 1 4/1/2022 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 3/8 (3 1/4) Item number: 418058 KH-EZ 3/8"x3 1/2" Effective embedment depth: hef,act = 2.500 in., hnom = 3.250 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 1/1/2021 | 12/1/2021 Proof: Design Method ACI 318-14 / Mech Stand-off installation: Profile: Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar Geometry [in.] & Loading [lb, in.lb] PAGE: A%1-1 Approved As Noted 08/09/2022 10:30:25 AM (See Interwest Transmittal) www.hilti.com Hilti PROFIS Engineering 3.0.76 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2022 Page: Specifier: E-Mail: Date: 2 4/1/2022 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 0; Vx = 0; Vy = 1,360; Mx = 0; My = 0; Mz = 0; no 73 PAGE: A%1-2 Approved As Noted 08/09/2022 10:30:25 AM (See Interwest Transmittal) www.hilti.com Hilti PROFIS Engineering 3.0.76 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2022 Page: Specifier: E-Mail: Date: 3 4/1/2022 2 Proof I Utilization (Governing Cases) Design values [lb]Utilization Loading Proof Load Capacity bN / bV [%]Status Tension ---- / -N/A Shear Concrete edge failure in direction y+1,360 1,887 - / 73 OK Loading bN bV z Utilization bN,V [%]Status Combined tension and shear loads ----N/A 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! PAGE: A%1-3 Approved As Noted 08/09/2022 10:30:25 AM (See Interwest Transmittal) www.hilti.com Hilti PROFIS Engineering 3.0.76 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Mar 10, 2022 Page: Specifier: E-Mail: Date: 4 4/1/2022 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. PAGE: A%1-4 Approved As Noted 08/09/2022 10:30:26 AM (See Interwest Transmittal) www.hilti.com Hilti PROFIS Engineering 3.0.76 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Jan 27, 2022 Page: Specifier: E-Mail: Date: 1 4/1/2022 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 3/8 (2 1/8) Item number: 418058 KH-EZ 3/8"x3 1/2" Effective embedment depth: hef,act = 1.540 in., hnom = 2.125 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 1/1/2021 | 12/1/2021 Proof: Design Method ACI 318-14 / Mech Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.250 in. Anchor plateR : lx x ly x t = 7.000 in. x 6.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, in.lb] PAGE: A%2-1 Approved As Noted 08/09/2022 10:30:26 AM (See Interwest Transmittal) www.hilti.com Hilti PROFIS Engineering 3.0.76 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Jan 27, 2022 Page: Specifier: E-Mail: Date: 2 4/1/2022 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 0; Vx = 0; Vy = 2,010; Mx = 0; My = 0; Mz = 0; no 89 PAGE: A%2-2 Approved As Noted 08/09/2022 10:30:26 AM (See Interwest Transmittal) www.hilti.com Hilti PROFIS Engineering 3.0.76 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Jan 27, 2022 Page: Specifier: E-Mail: Date: 3 4/1/2022 2 Proof I Utilization (Governing Cases) Design values [lb]Utilization Loading Proof Load Capacity bN / bV [%]Status Tension ---- / -N/A Shear Pryout Strength 2,010 2,274 - / 89 OK Loading bN bV z Utilization bN,V [%]Status Combined tension and shear loads ----N/A 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! PAGE: A%2-3 Approved As Noted 08/09/2022 10:30:26 AM (See Interwest Transmittal) www.hilti.com Hilti PROFIS Engineering 3.0.76 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: | Concrete - Jan 27, 2022 Page: Specifier: E-Mail: Date: 4 4/1/2022 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. PAGE: A%2-4 Approved As Noted 08/09/2022 10:30:26 AM (See Interwest Transmittal) As of: 08/11/16FRAMING-ARCADIA-OPG1900-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET T500 (OPG1900) Series 2 1/4" X 7" With 1/4" - 1 1/8" Glass Curtain Wall Design Criteria N.T.S.1 5 I = 8.381 IN 4 3S = 2.516 IN OPG1910 I = 6.400 IN 4 3S = 2.410 IN I = 17.852 IN 4 I = 14.149 IN 4 OPG1910 WITH STEEL REINFORCEMENT 1 7/8" X 4 5/8" X 10 GA. OPG1920 OPG1920 WITH STEEL REINFORCEMENT 1 7/8" X 4 1/4" X 10 GA. MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE: C1-1 Approved As Noted 08/09/2022 10:30:27 AM (See Interwest Transmittal) As of: 08/11/16FRAMING-ARCADIA-OPG1900-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET T500 (OPG1900) Series 2 1/4" X 7" With 1/4" - 1 1/8" Glass Curtain Wall Design Criteria N.T.S.2 5 OPG1911 I = 11.575 IN 4 3S = 3.322 IN I = 20.156 IN 4 OPG1922 I = 9.105 IN 4 3S = 3.572 IN I = 16.567 IN 4 OPG1911 WITH STEEL REINFORCEMENT 1 7/8" X 4 7/16" X 10 GA. OPG1922 WITH STEEL REINFORCEMENT 1 7/8" X 4 3/16" X 10 GA. MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE: C1-2 Approved As Noted 08/09/2022 10:30:27 AM (See Interwest Transmittal) As of: 08/11/16FRAMING-ARCADIA-OPG1900-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET T500 (OPG1900) Series 2 1/4" X 7" With 1/4" - 1 1/8" Glass Curtain Wall Design Criteria N.T.S.3 5 OPG1926 I = 7.362 IN 4 3S = 2.862 IN I = 15.111 IN 4 I = 5.845 IN 4 3S = 2.250 IN OPG1926 WITH STEEL REINFORCEMENT 1 7/8" X 4 1/4" X 10 GA. OPG-1935 OPG-1935 WITH STEEL REINFORCEMENT 1 7/8" X 4 1/8" X 10 GA. I = 13.049 IN 4 MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE: C1-3 Approved As Noted 08/09/2022 10:30:27 AM (See Interwest Transmittal) As of: 08/11/16FRAMING-ARCADIA-OPG1900-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET JWeller T500 (OPG1900) Series 2 1/4" X 7" With 1/4" - 1 1/8" Glass Curtain Wall Design Criteria N.T.S.4 5 OPG1945 I = 13.431 IN 4 3S = 3.146 IN I = 27.666 IN 4 OPG1945 WITH STEEL REINFORCEMENT 2 1/2" X 5" X 10 GA. MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. I = 8.942 IN 4 3S = 2.674 IN OPG-170DEG I = 16.433 IN 4 MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D A B E C D OPG-170DEG WITH STEEL REINFORCEMENT 1 1/2" X 4 1/2" X 10 GA. A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE: C1-4 Approved As Noted 08/09/2022 10:30:27 AM (See Interwest Transmittal) As of: 08/11/16FRAMING-ARCADIA-OPG1900-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET JWeller T500 (OPG1900) Series 2 1/4" X 7" With 1/4" - 1 1/8" Glass Curtain Wall Design Criteria N.T.S.5 5 I = 16.688 IN 4 OPG19701 / OPG19702 MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. I = 32.338 IN 4 MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D OPG-19701 / OPG19702 WITH STEEL REINFORCEMENT 1 3/4" X 3 3/4" X 10 GA. A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) 3S = 2.349 IN1 3S = 0.508 IN2 PAGE: C1-5 Approved As Noted 08/09/2022 10:30:27 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-OPG1900-DEADLOAD.pdf Scale: Function: Description: Detail: OFSHEET T500 (OPG1900) Series 2 1/4" X 7" With 1/4" - 1 1/8" Glass Curtain Wall Design Criteria N.T.S.1 2Deadload Charts for 1" Insulated Glass (7.00 psf) I = 0.753 IN4 CURVE REPRESENTATION 3S = 0.540 IN MULLION WIDTH IN FEET GL A S S H E I G H T I N F E E T MULLION WIDTH IN FEET GL A S S H E I G H T I N F E E T OPG1900 - 1" GLASS A B A (- - - -) = 1/8" PTS. B (------) = 1/4" PTS. OPG1910 - 1" GLASS I = 1.407 IN4 3S = 1.251 IN A B OPG1927 - 1" GLASS I = 0.665 IN4 3S = 0.488 IN A B OPG1920 - 1" GLASS I = 1.398 IN4 3S = 1.243 IN A B Deadload Charts PAGE: C1-6 Approved As Noted 08/09/2022 10:30:27 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-OPG1900-DEADLOAD.pdf Scale: Function: Description: Detail: OFSHEET T500 (OPG1900) Series 2 1/4" X 7" With 1/4" - 1 1/8" Glass Curtain Wall Design Criteria N.T.S.2 2Deadload Charts for 1" Insulated Glass (7.00 psf) I = 1.645 IN4 CURVE REPRESENTATION 3S = 1.462 IN GL A S S H E I G H T I N F E E T MULLION WIDTH IN FEET OPG1922 - 1" GLASS A (- - - -) = 1/8" PTS. B (------) = 1/4" PTS. A B I = 1.624 IN4 3S = 1.444 IN GL A S S H E I G H T I N F E E T MULLION WIDTH IN FEET OPG192275 - 1" GLASS A B I = 0.663 IN4 3S = 0.435 IN OPG1978 - 1" GLASS GL A S S H E I G H T I N F E E T MULLION WIDTH IN FEET A B Deadload Charts PAGE: C1-7 Approved As Noted 08/09/2022 10:30:28 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-AF450-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET AF450 Series 2" X 4 1/2" Offset Glazed For 1/4" Glass Storefront Design Criteria N.T.S.1 4 I = 3.074 IN 4 3S = 1.224 IN I = 6.575 IN 4 MO355 MO355 WITH STEEL REINFORCEMENT 1 5/8" X 3 3/16" X 10 GA. I = 5.355 IN 4 3S = 2.228 IN I = 8.369 IN 4 MO358 MO358 WITH STEEL REINFORCEMENT 1 5/8" X 3" X 10 GA. MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD A B E C D A B E C DA B E CD Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE: C2-1 Approved As Noted 08/09/2022 10:30:28 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-AF450-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET AF450 Series 2" X 4 1/2" Offset Glazed For 1/4" Glass Storefront Design Criteria N.T.S.2 4 I = 1.651 IN 4 3S = 0.866 IN I = 4.378 IN 4 SM455 SM455 WITH STEEL REINFORCEMENT 1 5/8" X 2 7/8" X 10 GA. I = 3.720 IN 4 3S = 2.011 IN I = 6.188 IN 4 SM458 SM458 WITH STEEL REINFORCEMENT 1 5/8" X 2 3/4" X 10 GA. MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD A B E CD A B E CD AB E CD Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE: C2-2 Approved As Noted 08/09/2022 10:30:28 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-AF450-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET AF450 Series 2" X 4 1/2" Offset Glazed For 1/4" Glass Storefront Design Criteria N.T.S.3 4 I = 6.975 IN 4 3S = 2.853 IN MO4355 I = 2.663 IN 4 3S = 1.231 IN ICOC400 ICOC135 WITH STEEL REINFORCEMENT 1 11/16" X 2 15/16" X 10 GA. I = 5.901 IN 4 3S = 1.852 IN ICOC135 I = 5.648 IN 4 MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD AB E CD A B E CD A B E C D Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE: C2-3 Approved As Noted 08/09/2022 10:30:28 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-AF450-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET AF450 Series 2" X 4 1/2" Offset Glazed For 1/4" Glass Storefront Design Criteria N.T.S.4 4 I = 1.592 IN 4 3S = 0.849 IN MO390B I = 5.380 IN 4 OC356 / OC357 MO390B WITH STEEL REINFORCEMENT 1 5/8" X 2 15/16" X 6 GA. Ix = 5.608 IN 4 4Iy = 5.568 IN MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET AB E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE: C2-4 Approved As Noted 08/09/2022 10:30:28 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-AF450-DEADLOAD.pdf Scale: Function: Description: Detail: OFSHEET AF450 Series 2" X 4 1/2" Offset Glazed For 1/4" Glass Storefront Design Criteria N.T.S.1 1Deadload Charts for 1/4" Glass (3.25 PSF) I = 0.354 IN4 CURVE REPRESENTATION 3S = 0.277 IN GL A S S H E I G H T I N F E E T MULLION WIDTH IN FEET HM348 - 1/4" GLASS A (- - - -) = 1/8" PTS. B (------) = 1/4" PTS. I = 0.209 IN4 3S = 0.149 IN GL A S S H E I G H T I N F E E T MULLION WIDTH IN FEET HM453 - 1/4" GLASS MULLION WIDTH IN FEET GL A S S H E I G H T I N F E E T A B HM345 - 1/4" GLASS I = 0.240 IN4 3S = 0.163 IN A B A B Deadload Charts PAGE: C2-5 Approved As Noted 08/09/2022 10:30:28 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-AFG451T-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET AFG451T Series 2" X 4 1/2" Offset Glazed For 1" Glass Storefront Design Criteria N.T.S.1 5 I = 2.951 IN 4 3S = 1.275 IN I = 5.161 IN 4 TB251 TB251 WITH STEEL REINFORCEMENT 1 3/8" X 2 3/8" X 1/4" I = 1.526 IN 4 3S = 1.055 IN I = 2.818 IN 4 TB555 TB555 WITH STEEL REINFORCEMENT 1 1/4" X 2" X 1/4" Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET AB E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE C3-1 Approved As Noted 08/09/2022 10:30:28 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-AFG451T-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET AFG451T Series 2" X 4 1/2" Offset Glazed For 1" Glass Storefront Design Criteria N.T.S.2 5 TB557 / TB205 TB557 / TB205 WITH STEEL REINFORCEMENT 1 3/8" X 2 7/16" X 1/4" I = 2.706 IN 4 3S = 1.112 IN TB265 Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. I = 5.061 IN 4I = 2.679 IN 4 3S = 0.977 IN1 3S = 0.118 IN2 MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD I = 3.701 IN 4 TB555 WITH STEEL REINFORCEMENT 1 1/4" X 1 15/16" MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE C3-2 Approved As Noted 08/09/2022 10:30:28 AM (See Interwest Transmittal) As of: 01/29/18FRAMING-ARCADIA-AFG451T-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET AFG451T Series 2" X 4 1/2" Offset Glazed For 1" Glass Storefront Design Criteria N.T.S.3 5 TB558 / TB205 TB558 / TB205 WITH STEEL REINFORCEMENT 1 3/8" X 2 1/4" X 10 GA. Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. I = 6.469 IN 4I = 5.149 IN 4 3S = 2.189 IN1 3S = 0.118 IN2 MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) I = 12.967 IN 4 MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E C D TB558 / TB205 WITH STEEL REINFORCEMENT 1" X 2 1/4" PAGE C3-3 Approved As Noted 08/09/2022 10:30:29 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-AFG451T-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET AFG451T Series 2" X 4 1/2" Offset Glazed For 1" Glass Storefront Design Criteria N.T.S.4 5 TBD251 TBD251 WITH STEEL REINFORCEMENT 1 1/4" X 2 3/8" X 10 GA. Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD I = 2.857 IN 4 3S = 1.215 IN I = 2.818 IN 4 TB266 TB266 WITH STEEL REINFORCEMENT 1 1/2" X 2 3/8" X 10 GA. MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET AB E CD MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD I = 2.915 IN 4 3S = 1.264 IN I = 4.293 IN 4 A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE C3-4 Approved As Noted 08/09/2022 10:30:29 AM (See Interwest Transmittal) As of: 08/08/16FRAMING-ARCADIA-AFG451T-WINDLOAD.pdf Scale: Function: Description: Detail: OFSHEET AFG451T Series 2" X 4 1/2" Offset Glazed For 1" Glass Storefront Design Criteria N.T.S.5 5 TBD265 Windload Charts ·Mullions are assumed to be single span, simple beam elements, uniformly loaded and adequately braced to prevent lateral-torsional buckling. All other complex design conditions shall be reviewed by Arcadia or a design professional. ·Aluminum extrusions shall be 6063-T6 alloy. Allowable stresses to be derived per Aluminum Design Manual. Deflection limitation of mullions shall be in accordance with AAMA TIR-A11 of L/175 for spans up to 13’-6” and L/240 + 1/4” for all others where L is equal to the span of mullion. ·A design professional shall be consulted to confirm that no lite of glass deflects more than H/175 or 3/4”, whichever is less, where H indicates the height of glass. ·For mullions containing steel reinforcement, the reinforcement is assumed to be installed for the full length of the mullion. A design professional shall be consulted for instances where steel reinforcement is installed for a partial length of the mullion span. ·Windload pressure determinations shall be per ASCE 7 and according to local governing codes. A professional engineer shall be consulted for the most current laws and local building codes. ·Selection of perimeter fasteners and attachment of glazing system to building structure are project specific and therefore shall be reviewed and determined by a design professional. ·Arcadia assumes no responsibility for selecting the appropriate systems for specific projects. Consult Your Local Arcadia Representative For Special Applications Not Covered By These Curves. MU L L I O N H E I G H T I N F E E T MULLION SPACING IN FEET A B E CD I = 2.771 IN 4 3S = 1.118 IN A = 16 P.S.F. (766 Pa) B = 20 P.S.F. (958 Pa) C = 25 P.S.F. (1197 Pa) D = 30 P.S.F. (1436 Pa) E = 40 P.S.F.(1915 Pa) PAGE C3-5 Approved As Noted 08/09/2022 10:30:29 AM (See Interwest Transmittal) As of: 08/10/16FRAMING-ARCADIA-AFG451T-DEADLOAD.pdf Scale: Function: Description: Detail: OFSHEET AFG451T Series 2" X 4 1/2" Offset Glazed For 1" Glass Storefront Design Criteria N.T.S.1 2Deadload Charts for 1" Glass (7.00 PSF) I = 0.320 IN4 CURVE REPRESENTATION 3S = 0.233 IN MULLION WIDTH IN FEET GL A S S H E I G H T I N F E E T MULLION WIDTH IN FEET GL A S S H E I G H T I N F E E T TB427 - 1" GLASS AB A (- - - -) = 1/8" PTS. B (------) = 1/4" PTS. TB436 - 1" GLASS A B I = 0.229 IN4 3S = 0.161 IN I = 0.232 IN4 3S = 0.164 IN TBD435 - 1" GLASS A B Deadload Charts PAGE C3-6 Approved As Noted 08/09/2022 10:30:29 AM (See Interwest Transmittal) As of: 08/10/16FRAMING-ARCADIA-AFG451T-DEADLOAD.pdf Scale: Function: Description: Detail: OFSHEET AFG451T Series 2" X 4 1/2" Offset Glazed For 1" Glass Storefront Design Criteria N.T.S.2 2Deadload Charts for 1" Glass (7.00 PSF) I = 0.421 IN4 CURVE REPRESENTATION 3S = 0.373 IN MULLION WIDTH IN FEET GL A S S H E I G H T I N F E E T MULLION WIDTH IN FEET GL A S S H E I G H T I N F E E T TB557 - 1" GLASS A B A (- - - -) = 1/8" PTS. B (------) = 1/4" PTS. TB558 - 1" GLASS A B I = 0.596 IN4 3S = 0.515 IN Deadload Charts PAGE C3-7 Approved As Noted 08/09/2022 10:30:29 AM (See Interwest Transmittal) Approved As Noted 08/09/2022 10:30:29 AM (See Interwest Transmittal) Approved As Noted 08/09/2022 10:30:29 AM (See Interwest Transmittal) Approved As Noted 08/09/2022 10:30:29 AM (See Interwest Transmittal)