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HomeMy WebLinkAbout505 E Central Ave - Plan8 U.C. Refr. PATH OF TRAVEL PATH OF TRAVEL (P.O.T) AS INDICATED MEETS THE FOLLOWING REQUIREMENTS: 1. IS A BARRIER-FREE ACCESSIBLE ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT A SLOPE NOT STEEPER THAN 1:2 EXCEPT THAT LEVEL CHANGES ARE 1/4" MAX VERTICAL & IS AT LEAST 48" WIDE. 2. SURFACE SHALL BE STABLE, FIRM AND SLIP RESISTANT. 3. CROSS-SLOPE SHALL NOT BE STEEPER THAN 1:48 AND RUNNING SLOPE SHALL NOT BE STEEPER THAN 1:20 UNLESS OTHERWISE INDICATED (SEC 11B-403.3) 4. P.O.T. SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (SECTION 11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL SURFACE BETWEEN 27" AND 80" ABOVE FINISH FLOOR OR GROUND (SECTION 11B-307.2) 5.PROVIDE FLUSH TRANSITIONS AT ANY ADJOINING JOINTS BETWEEN DIFFERENT WALK SURFACES IN P.O.T. LIMITS OF WORK FOR THIS PROJECT DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IN COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED UPON THE VALUATION THRESHOLD OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT. PROPERTY LINE 1 A21.1 DELHI COMMUNITY CENTER E CENTRAL AVENUEE CENTRAL AVENUE SURFACE LEVEL PARKING NOT IN SCOPE SURFACE LEVEL PARKING NOT IN SCOPE PROPERTY LINE PROPERTY LINE PROPERTY LINE OPEN LANDSCAPE PL PL PL PL SURFACE LEVEL PARKING NOT IN SCOPE 40' - 9" 63' - 0" 25 ' - 8 " 130' - 0" 15 5 ' - 4 " 7' - 4" 16 ' - 8 " 30' - 0"48' - 7" 22 ' - 5 " 40 ' - 8 " 48' - 8" A63.2 5 3 A63.2 LAY DOWN AREA 2 A63.2 4 A63.2 11 ' - 6 " 196' - 6" S1 S2 4 A21.1 S1 5A21.1 18 7 ' - 8 " 249' - 10" S1 S2 (E) MONUMENT SIGN TO BE PAINTED. (E) MOUNTED SIGNAGE TO REMAIN. SIGNAGE TO BE PROTECTED IN PLACE FROM NEW FINISH. BUILDING SIGNAGE REFER TO A21.1 FOR PLACEMENT LOCATION & A63.2 FOR MOUNTING INFORMATION. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated Issue Date A11.1 IMPROVEMENTS - SITE PLAN #2022-40198 CI T Y O F S A N T A A N A DE L H I C O M M U N I T Y C E N T E R RE N O V A T I O N 50 5 E C e n t r a l A v e , U n i t B , S a n t a A n a , C A 9 2 7 0 7 SITE PLAN LEGEND3/64" = 1'-0"1SITE IMPROVEMENT PLAN SITE PLAN KEYNOTES DESCRIPTION DATE N Bldg #101124356 APPROVALS: PLNG - N. Liu BLDG - T. Le 10 ' - 1 " 12' - 11" 25 1 083300.A 21 ' - 1 0 " 5' - 3" P-3 P-4 P-3 090000.A 4 27 2727 1 A22.1 P-3 P-4 P-4P-4 C 090000.A 10 " 1' - 0 " 3' - 11" 15 ' - 0 " 16 ' - 6 " 45' - 10" 21 ' - 1 0 " 21' - 4" 9' - 4" 18 ' - 1 0 " 2' - 6 " 27 27 P-4 P-3 P-3 P-4 P-4 090000.A 15 ' - 2 " 16 ' - 6 " 20' - 11" 1' - 2 " 8" 12' - 7" 13' - 6" 21 ' - 1 1 " 18 ' - 1 0 " 45' - 7" 2' - 6 " THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1/4" = 1'-0" Issue Date A21.1 IMPROVEMENTS - EXTERIOR ELEVATIONS #2022-40198 CI T Y O F S A N T A A N A DE L H I C O M M U N I T Y C E N T E R RE N O V A T I O N 50 5 E C e n t r a l A v e , U n i t B , S a n t a A n a , C A 9 2 7 0 7 1/4" = 1'-0"2IMPROVMENT EAST ELEVATION 1/4" = 1'-0"1IMPROVMENT SOUTH ELEVATION 1/4" = 1'-0"3IMPROVMENT NORTH ELEVATION 083300.A OVERHEAD FOLDING DOOR, REFER TO DOOR SCHEDULE FOR TYPE AND FINISH, SEE SHEET A62.2 FOR ADDITIONAL INFORMATION 090000.A EXTERIOR STUCCO FINISH DESCRIPTION DATE P-3 FRAZEE BM 2155-40 SEMOLINA P-4 FRAZEE 7282 W CANDLE GLOW CONTRACTOR TO PAINT ENTIRETY OF WALLS AFFECTED BY NEW CONSTRUCTION. PER KEYNOTES BELOW. 1/4" = 1'-0"4Elevation 3 -a ELEVATION: 929.35 SQ FT SIGNAGE: 23.68 SQ FT SIGNAGE AREA: 2.5% OF BLDG ELEVATION SIGNAGE LENGTH: 29.6% OF HORIZONTAL LENGTH ELEVATION: 934.24 SQ FT SIGNAGE: 29.1 SQ FT SIGNAGE AREA: 3.1% OF BLDG. ELEVATION SIGNAGE LENGTH:46.5% OF HORIZONTAL LENGTH EQ EQ 5' - 9 " 7' - 2 " EQ EQ 1/4" = 1'-0"5ELEVATION @ MAIN ENTRANCE (E) MOUNTED SIGNAGE TO REMAIN. PROTECT IN PLACE. (E) MOUNTED SIGNAGE TO REMAIN. PROTECT IN PLACE. FRONT MONUMENT TO BE PAINTED ON ALL SIDES COLOR MATCH FRAZEE DESERT VISTA (7774D) BACK MONUMENT TO BE PAINTED ON ALL SIDES COLOR MATCH FRAZEE RIO RED (7886N) 1/2" REVEAL IN FACE OF MONUMENT TO BE PAINTED COLOR MATCH FRAZEE RIO RED (7886N) 6 A63.2(E) MONUMENT SIGN 2' - 8 " 1' - 1 0 " 4' - 0 " 3' - 2 " 10' - 1" 12' - 7" FRONT MONUMENT TO BE PAINTED ON ALL SIDES COLOR MATCH FRAZEE DESERT VISTA (7774D) BACK MONUMENT TO BE PAINTED ON ALL SIDES COLOR MATCH FRAZEE RIO RED (7886N) 2' - 8 " 4' - 0 " 6"7" 2" (E) MONUMENT SIGN TO REMAIN FRONT MONUMENT TO BE PAINTED ON ALL SIDES COLOR MATCH FRAZEE DESERT VISTA (7774D) FRONT MONUMENT TO BE PAINTED ON ALL SIDES COLOR MATCH FRAZEE DESERT VISTA (7774D) 2' - 8 " 1' - 1 0 " 4' - 0 " 6"7" 2" (E) MONUMENT SIGN TO REMAIN FRONT MONUMENT TO BE PAINTED ON ALL SIDES COLOR MATCH FRAZEE DESERT VISTA (7774D) FRONT MONUMENT TO BE PAINTED ON ALL SIDES COLOR MATCH FRAZEE DESERT VISTA (7774D) 3 A63.2 2 A63.2 4 A63.2 1 A63.2 13' - 6" 12' - 7" 10' - 1" 2' - 0 " 6" 7" NOTE: ALL SIGNAGE ON MONUMENT IS EXISTING TO REMAIN. CONTRACTOR TO APPLY NEW PAINT FINISH PER ASSOCIATED ELEVATIONS 1/4" THICK ALUMINUM FLAT CUT- OUT LETTERS WITH PAINTED BLACK FINISH. LETTERS TO BE FLUSH MOUNTED TO SIGN BACKGROUND WITH STUDS AND SILICONE 1/4" STAINLESS STEEL STUDS. APPLY PERMANENT ADHESIVE. (E) WALL 1' - 1 " 1' - 6" 1/4" THICK ALUMINUM FLAT CUT-OUT LOGO TO BE PAINTED BLACK OPEN THROUGH TO STUCCO BACKGROUND LOGO TO BE MOUNTED TO CONCRETE WITH STUDS AND SILICONE (MINIMUM TWO STUDS PER LETTER). 1' - 3 " 1' - 4" 1/4" THICK ALUMINUM FLAT CUT-OUT LOGO TO BE PAINTED BLACK LOGO TO BE MOUNTED TO CONCRETE WITH STUDS AND SILICONE (MINIMUM TWO STUDS PER LETTER). THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated Issue Date A63.2 MONUMENT SIGNAGE DETAILS #2022-40198 CI T Y O F S A N T A A N A DE L H I C O M M U N I T Y C E N T E R RE N O V A T I O N 50 5 E C e n t r a l A v e , U n i t B , S a n t a A n a , C A 9 2 7 0 7 1" = 1'-0"1SIGNAGE SOUTH ELEVATION 1" = 1'-0"2SIGNAGE NORTH ELEVATION 1" = 1'-0"3SIGNAGE EAST ELEVATION1" = 1'-0"4SIGNAGE WEST ELEVATION 1/2" = 1'-0"5ENLARGED MONUMENT SIGN PLAN6" = 1'-0"6MONUMENT SIGN DETAILS 3" = 1'-0"7ENLARGED DELHI LOGO3" = 1'-0"8ENLARGED SANTA ANA CITY LOGO DESCRIPTION DATE HSS 2X2X1/4 PER PLAN TRELLIS UNDER SEPARATE PERMIT L4X4X1/4 (LLV) 3/16 NOTE: REFER TO LANDSCAPE FOR ADDITIONAL INFORMATION ANCHORAGE PER MANUFACTURER SECTION VIEW ELEVATION VIEW SELF TAPPING COUNTERSUNK SCREWS 1' - 6 " 3/8" L4X4X1/4 (LLV) 3/ 8 " THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1 1/2" = 1'-0" Issue Date A63.3 SIGNAGE AND MOUNTING DETAILS #2022-40198 CI T Y O F S A N T A A N A DE L H I C O M M U N I T Y C E N T E R RE N O V A T I O N 50 5 E C e n t r a l A v e , U n i t B , S a n t a A n a , C A 9 2 7 0 7 DESCRIPTION DATE LETTER MOUNTING DETAIL 7N.T.S.NOT USED 1 NOT USED 2 NOT USED 3 NOT USED 4 NOT USED 5 NOT USED 6 +/- 44' - 6" +/- 63' - 0" 45' - 11 1/2" 6' - 2"6' - 2" 24' -0" (E) WALL FTG TYP (E) WF COL TO REMAIN DENOTES NEW HARDY-FRAME SHEARWALLS IN NEW FRAMED WOOD WALL TYP 6 PLACES DENOTES NEW HARDY-FRAME SHEARWALLS IN NEW FRAMED WOOD WALL TYP 5 PLACES DENOTES NEW HARDY-FRAME SHEARWALLS IN NEW FRAMED WOOD WALL TYP 8 PLACES (E) 4" THK SLAB ON GRADE TYP EXISTING EXISTING EXISTING (E) 4X4 POST TO REMAIN TYP 3 S-2.1 3 S-2.1 3 S-2.1 HSS3X3X1/4 (E) Pip e 3 STD UNDER PINNED FOOTING TYP. AT NEW HARDY FRAMES 9" TYP. 1' - 0" 1' - 6" PROVIDE BASE PLATE AND EXPOXY ANCHORS TO (E) FOOTING PER DET. 5 S-2.1 A.B. PER HARDY FRAME HARDY FRAME HFX PANEL PER PLAN (E) PTDF SILL PL (E) SLAB ON GRADE (REMOVE & REPLACE TO INSTALL UNDER PINNED FOOTING) SEE DET DO NOT DAMAGE (E) REINF UNDER PINNED FTG @ HARDY FRAME PANEL (E) CONC FTG 36" 18 " T H K CL R . 3" #5 @ 8" O.C. (3) #5 CONT. DRILL THRU (E) FOOTING TO INSTALL A.B. (DO NOT DAMAGE (E) REINF) 7 S-1.1 (5)-#5 VERT #4 SPIRAL @ 2 1/2" PITCH 1/4" THK SQUARE PLATE FINISH PER PLAN COL PER PLAN 6" M A X 3" M I N Ø PER PLAN 3" CL R 1/2" TYP DE P T H PE R P L A N 3" CLR 12 " M I N 18 " M A X SPIRAL TO P 1 2 " S H A L L H A V E S P I R A L W/ 2 1 / 2 " P I T C H (3)-TURNS @ EA END A A 3/16 SECTION A-A HSS4X4X1/4 TYP. (8) PLACES W/ 24" DIA POLE FOOTING (8FT DEEP) PER DET 4 S-2.1 9"X9"X3/4" THK PL (E) SLAB ON GRADE (REMOVE & REPLACE TO INSTALL UNDER PINNED FOOTING) SEE DET DO NOT DAMAGE (E) REINF UNDER PINNED FTG @ HARDY FRAME PANEL (E) CONC FTG 36" 18 " T H K CL R . 3" #5 @ 8" O.C. (3) #5 CONT. DRILL THRU (E) FOOTING TO INSTALL A.B. (DO NOT DAMAGE (E) REINF) (4)-3/4" DIA ANCHOR BOLT W/ SIMPSON EPOXY SET-XP PER ICC ESR-2508 12" EMBED INTO EXISITING CONCRETE 7 S-1.1 E N G I N E E R S I N CV C A 2151 Michelson Dr. #240 Irvine, CA 92612 Tel. 949.679.0870 Fax. 949.679.9370 Project No.: J804 C I V I LQuality Service Commitment S T R U C T U R A L DBEMBE SBE SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: As indicated Issue Date S-2.1 FOUNDATION PLAN CI T Y O F S A N T A A N A DE L H I C O M M U N I T Y C E N T E R RE N O V A T I O N PR O J E C T A D D R E S S CI T Y , S T A T E Z I P C O D E S-2.1 SCALE: 1/4" = 1'-0" FOUNDATION PLAN1 S-2.1 SCALE: 3/4" = 1'-0" REF DET:1 S-2.1 TYPICAL INTERIOR FOOTING3 NORTH S-2.1 SCALE: 3/4" = 1'-0" REF DET:2 S-2.1 POLE FTG @ TRELLIS STRUCTURE4 S-2.1 SCALE: 1/4" = 1'-0" TRELLIS FOUNDATION PLAN2 NORTH DESCRIPTION DATE S-2.1 SCALE: 3/4" = 1'-0" REF DET:1 S-2.1 TYPICAL INTERIOR FOOTING5 7/08/24 Planning d Building Agency 4' HT. METAL FENCE F 4' HT KI 41 HI i F(,FNn LETTERS TO BE 18" TALL. MATERIAL TO BE DETERMINED BY METAL FABRICATOR AND/OR SIGNAGE CONSULTANT. O OVERHEAD TRELLIS, SEE DETAIL. O MOUNTING ANGLE BRACKET. MOUNTING TO BE DETERMINED BY FABRICATOR AND PROVIDE SHOP DRAWINGS AS NEEDED. Al FOR PE Master ID: Hate: NOTES: 1. FONT IS 'POPPINS SEMIBOLD'. 2. SUBMIT SHOP DRAWINGS AND CUTSHEETS TO OWNER / ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. 3. ALL METAL, NOT INCLUDING LETTERS, TO BE COATED WITH (1) COAT ZINC CHOMATE PRIMER AND (2) COATS OF DUNN EDWARDS RUSTOLEUM PAINT (COLOR PER OWNER). proved MIT ISSUANCE E GOLDEN CITY Adak FOUNDED 1869 Q z Q a z Q LL 0 H W" U W Z L0J REVISIONS: DC Uj 77 J W a W Q Z V W n O w am LU W > a® J ti Q N ZLU U va Z W Z L 6 U) w 0 0 F- z w_ J U DESCRIPTION DATE Al ADDENDUM 1 05/23/2024 0 BID ADDENDUM 07/08/2024 0 0 0 0 0 0 0 PROJECT NO: 2022-40198 DATE ISSUED: SCALE: SHEET NUMBER: 10/23/2023 As Noted L4.403 LANDSCAPE CONSTRUCTION DETAILS ARCHITECTS 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM P 1 OVERHEAD STRUCTURE SIGNAGE THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. Orange County Los Angeles County 2151 Michelson Dr. # 240, Irvine, CA 92612 1041 s. Garfield Ave, #210 Alhambra, CA 91801 Tel: 949-679-0870 ▪ Fax: 949-679-9370 Tel: 323-729-6098 ▪ Fax: 323-729-6043 e-mail: vca@vcaeng.com www.vcaeng.com C I V I L S T R U C T U R A L M B E D B E S B E V C A E N G I N E E R S , INC. QUALITY SERVICE COMMITMENT Delhi Community Center Renovation Structural Calculations 505 E. Central Avenue Santa Ana, CA 927707 December 6, 2023 Prepared For: SVA Architects 6 Hutton Centre Dr. #1150 Santa Ana, CA 92707 Prepared By: YOUNG K. NAM, P.E, S.E. SUBMITTAL: PROJ NO. J804 VCA E N G I N E E R S , INC. Project: _______________________________________ Job No.__________ Sheet:_____________ Subject: _______________________________________ By. _____________ Date :_____________ Delhi Community Center J804 Scope of work: Remodel the interior of the building by removing some shear walls and columns. The approach to replace the removed shear walls is to calculate the capacity of the removed shear walls and replace with Mitek Hardy-Frame shear walls of equivalent capacity along the line. The approach to replace the removed column is to provide a new steel beam in the place where there was an existing wood beam supported by the removed column. There will also be a new steel framed trellis outside the building. Design Loads: Roof DL = 20 psf Roof LL = 20 psf. Project: _______________________________________ Job No.__________ Sheet:_____________ Subject: _______________________________________ By. _____________ Date :_____________ VCA E N G I N E E R S , I N C. GRAVITY ANALYSIS________________________ _______________________________________ _______________________________________ _______________________________________ I� -- -11 I, I, I' I t, t, t, 1, I �I 1' I t �t I, I, t l - - - I 1� �I I 1, 1 1, t, 1, 1) I� 'I t I, t It 1, I, 11 - � J I � I II I I, I J I 11 �11 III �tl r „'�I - - - - - - I i ROOF FRAMING PLAN S-3.1 SCALE: 114'=1'-0' CITY OF SANTA ANA Planning and Building Agency I,NCE V12 )R 4Xt1 )R a NORTH 8 1[CA ENG.1N_E_ER8,INC- Project: Subject: W 16 x, d CR tc- w pSF w t-L- = 2p fs F ofze �� x -35 z = 3 55 r Loll z. pcF x 35 s 1-2-= 3 S s nc w v' p-sF 3.5% = 3s Pr< wz•to = QSIF x ice, _ I" (k5� SCG Cam► 6motAcx R, S. g S(C COL) pC� a ,1/' 2 C, G O CITY OF SANTA ANA Planning and Building Agency An Job No. SheeApp roved By- FNCPERMJ_T_ISSL ANC E Master ID: Date: T `•— lei 3o� RI {ZZ (^jlG X SG ( 0kAy Project Title: Engineer: Project ID: Project Descr: CITY OF SANTA ANA Planning and Building Agency Steel Beam LIC# - KW-06016753, BuiId:20.23.2.14 VCA ENGINEERS INC DESCRIPTION: W16x50 CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set: IBC 2021 Material Properties _ Analysis Method Allowable Strength Design Fy : Steel Yield Beam Bracing : Beam is Fully Braced against lateral -torsional buckling E: Modulus Bending Axis: Major Axis Bending L(0.3550) D(0.0350, 0.0350)-L(0.120.0.120) Approved _EDR PERMIT ISSUANCE Project File: de1hi.ec6 ENERCALC INC 1983-2022 Master ID: Date: 50.0 ksi 29,000.0 ksi W16x50 Span =30.0ft i Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.3550 k/ft, Tributary Width = 1.0 ft Varying Uniform Load : D= 0.0350->0.0350, L= 0.120->0.120 k/ft, Extent = 0.0 -->> 30.0 ft, Trib Width = 1.0 ft Uniform Load : L = 0.3550 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY .:.. • Maximum Bending Stress Ratio = 0.424 : 1 Maximum Shear Stress Ratio = 0.105 : 1 Section used for this span W16x50 Section used for this span W16x50 Ma: Applied 97.313 k-ft Va : Applied 12.975 k Mn / Omega: Allowable 229.541 k-ft Vn/Omega : Allowable 123.880 k Load Combination +D+L Load Combination +D+L Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.455 in Ratio = 791 >=240. Max Upward Transient Deflection 0.000 in Ratio = 0 <240.0 Span: 1 : L Only Max Downward Total Deflection 0.829 in Ratio = 434 >=240. Span: 1 +D+L Max Upward Total Deflection 0.000 in Ratio = 0 <240.0 Maximum Forces & Stresses for Load CombinationE Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega D Only Dsgn. L = 30.00 ft 1 0.191 0.047 43.88 43.88 383.33 229.54 1.00 1.00 5.85 185.82 123.88 +D+L Dsgn. L = 30.00 ft 1 0.424 0.105 97.31 97.31 383.33 229.54 1.00 1.00 12.98 185.82 123.88 +D+0.750L Dsgn. L = 30.00 ft 1 0.366 0.090 83.95 83.95 383.33 229.54 1.00 1.00 11.19 185.82 123.88 +0.60D Dsgn. L = 30 00 ft 1 0.115 0 028 26.33 26.33 38333 229.54 1.00 1.00 3.51 185.82 123.88 Overall Maximum Deflections Load Combination Span Max. "" Defl Location in Span Load Combination Max "+" Deft Location in Span +D+L 1 0.8287 15.086 0-0000 0.000 Vertical Reactions Support notation : Far left is # Values in KIPS Load Combination Support 1 Support 2 Max Upward from al of editions 12.975 12.975 Max Upward from Load Combinations 12.975 12.975 CITY OF SANTA ANA Planning and Building Agency Project Title: Engineer: Project ID: Project Descr Steel Beam LICE!: KW-06015753, eu Id:20.23.2.14 VCA ENGINEERS INC DESCRIPTION: W16x50 Vertical Reactions Support notation : Far left is #' Load Combination Support 1 Support 2 Max Upward from load Cases 1.125 7.12 D Only 5.850 5 850 +D+L 12.975 12.975 +D+0.750L 11 194 11.194 +0.60D 3.510 3.510 L Only 7.125 7.125 Approved _'PERMIT ISSUANCE Project File delhi.ec6 I N6RCALC INC t8tt34022 Master ID: RTn KIPS Project: _______________________________________ Job No.__________ Sheet:_____________ Subject: _______________________________________ By. _____________ Date :_____________ VCA E N G I N E E R S , I N C. LATERAL ANALYSIS________________________ _______________________________________ _______________________________________ _______________________________________ (E) Shear wall capacity= 350*(32') =11.2 k (E) Shear wall capacity = 350*(24') =8.4 k (E) Shear wall capacity = 350*(27.5' +16.83') =15.5k MiTek® Hardy Frame Shear Wall Systems Co p y r i g h t © 2 0 2 2 M i T e k I n c . A l l R i g h t s R e s e r v e d 20 Model Number Net H eight H (in) Concrete Compressive Strength f’c (psi) HD Bolt Dia (in) and Grade 3 Applied Axial Load 4 Seismic R=6.5, Cd =4.0 Wind Allowable In-Plane Shear V 5 (lbs) Drift at V 5 (in) Uplift at V 5, 6 (lbs) Allowable In-Plane Shear V 5 (lbs) Drift at V 5 (in) Uplift at V 5, 6 (lbs) HFX-15x14 164 1/4 2,500 1 1/8” HS 4,000 1,120 0.611 20,680 1,250 0.767 25,325 3,000 18,925 1,490 0.913 29,870 4,000 17,460 25,135 HFX-18x14 2,500 1,380 0.642 18,475 1,960 0.912 32,455 3,000 17,545 28,170 4,000 16,630 25,320 HFX-21x14 2,500 2,115 0.512 24,300 2,850 0.862 40,385 3,000 22,895 3,015 0.913 37,905 4,000 21,555 33,290 HFX-24x14 2,500 2,090 0.527 18,855 3,190 0.805 33,155 3,000 18,240 30,680 4,000 17,580 28,505 HFX-15x15 176 1/4 2,500 1 1/8” HS 3,500 1,045 0.655 20,745 1,185 0.833 26,150 3,000 18,975 1,390 0.979 29,995 4,000 17,500 25,205 HFX-18x15 2,500 1,310 0.701 18,935 1,830 0.979 32,595 3,000 17,955 28,250 4,000 16,990 25,380 HFX-21x15 2,500 1,975 0.591 24,370 2,620 0.979 39,120 3,000 22,955 33,860 4,000 21,605 30,405 HFX-24x15 2,500 1,960 0.597 19,000 2,830 0.859 30,790 3,000 18,375 28,750 4,000 17,700 26,890 HFX-15x16 188 1/4 2,500 1 1/8” HS 3,000 980 0.700 20,805 1,125 0.901 27,015 3,000 19,025 1,305 1.046 30,105 4,000 17,540 25,265 HFX-18x16 2,500 1,250 0.760 19,435 1,715 1.046 32,655 3,000 18,385 28,285 4,000 17,365 25,410 HFX-21x16 2,500 1,850 0.675 24,430 2,295 34,255 3,000 23,005 30,715 4,000 21,650 28,005 HFX-24x16 2,500 1,825 0.625 18,875 2,670 0.913 31,140 3,000 18,255 29,040 4,000 17,595 27,130 HFX-15x17 200 1/4 2,500 1 1/8” HS 2,500 925 0.745 20,860 1,070 0.970 27,940 3,000 19,065 1,230 1.113 30,200 4,000 17,570 25,320 HFX-18x17 2,500 1,195 0.824 19,890 1,615 1.113 32,780 3,000 18,775 28,360 4,000 17,705 25,465 HFX-21x17 2,500 1,745 0.765 24,485 2,260 1.112 37,390 3,000 23,050 32,810 4,000 21,690 29,620 HFX-24x17 2,500 1,695 0.660 18,600 2,485 0.967 30,685 3,000 18,005 28,665 4,000 17,360 26,815 HFX-15x18 212 1/4 2,500 1 1/8” HS 2,000 875 0.789 20,905 1,025 1.041 28,940 3,000 19,100 1,160 1.179 30,285 4,000 17,600 25,365 HFX-18x18 2,500 1,150 0.887 20,445 1,530 1.179 33,090 3,000 19,250 28,545 4,000 18,120 25,600 HFX-21x18 2,500 1,645 0.860 24,530 2,010 33,445 3,000 23,090 30,135 4,000 21,725 27,555 HFX-24x18 2,500 1,595 0.697 18,540 2,335 1.020 30,505 3,000 17,950 28,515 4,000 17,310 26,685 Ca 1, 2le ROD GRADE ROD DIAMETER UNREINFORCED ANCHORAGE NOMENCLATURE 1 1/8-STD-14-20 REINFORCED ANCHORAGE ROD GRADE ROD DIAMETER REINFORCED ANCHORAGE NOMENCLATURE 1 1/8-STD-RA REINFORCED ANCHORAGE BACK TO BACK INSTALLATION ROD GRADE ROD DIAMETER BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE 1 1/8-STD-BB-RA Table 1.1A MiTek® Hardy Frame® Installation - On Concrete1,2 Using (8)24" long walls Cap = 8*2090 lbs = 16.7k, OK Using (8)24" long walls Cap = 6*2090 lbs = 12.5k, OK Using (8)24" long walls Cap = 5*2090 lbs = 10.4k, OK CALCULATION OF HARDY FRAMES NEEDED TO REPLACE THE REMOVED SHEAR WALL CITY OF SANTA ANA Planning and Building Agency MEMORANDUM i n� Evelyn LaRocca To: Permit Services Supervisor, PBA Michael Ortiz Acting Deputy Director -Public Works From: PWA Parks. Fleet Facilities Division Date: October 17, 2 Approved FOR PERMIT ISSUANCE aster ID: Subject: No fee Building Permit for new City of Santa Ana Delhi Branch Library Improvements (City Project) As a part of Project #23-1385, Delhi Center has leased 2,500 sq-ft for a new city Library Branch. The project will include combining three rooms into a larger Library space, creating a covered outdoor patio space with built-in storytime seating and educational play area(s), and creating a new public entrance via the new outdoor patio. The facility remodel will take place at Delhi Center, 505 E Central Ave, Santa Ana, CA 92707. Being that this is a City project, we are requesting that all fees be waived for the subject property. If you have any questions or need additional information, please contact me or Michelle Cabanas ext.3560. Michael Ortiz Acting Deputy Director -Public Works PWA-Parks, Fleet, Facilities Division