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HomeMy WebLinkAbout2000 W Alton Ave - 101119090 - PlanP B P B MH FIRE LANE N 8 9 ° 4 0 ' 2 4 " W 3 3 8 . 0 1 ' N8 9 ° 3 1 ' 2 2 " W 55 5 . 7 1 ' Property Line Property Line Property Line AL T O N A V E N U E JAGUAR LANE 40' - 0" 12' - 8" 27' - 4" RAITT ST.PRIVATE STREET SH-A101 1 Scope of Work (E) Sanctuary 2008 W. Alton Ave. (E) Parish Center 2002 W. Alton Ave. (E) Multi-Purpose Worship to remain 4,770 S.F. 2012 W. Alton Ave. (E) Administration to remain 2,420 S.F. 2010 W. Alton Ave. 143' - 0" 30 2 ' - 7 " CRADES No. C22741 IV S EATT L A NECI A OR CFO FILA IN I IHDEFP TCET REN 7.31.19 E D FER d 2800 Third Avenue San Diego, California 92103 s Team a Project No. Drawing No. o m u s tud i o r c h i t e c tu r e P r o p r i e t a r y d e s i g n : T h e s e d r a w i n g s a n d d e s i g n a r e p r o t e c t e d b y c o m m o n l a w c o p y r i g h t . A l l p a t e n t a b l e m a t e r i a l c o n t a i n e d h e r e i n a n d o r i g i n a t i n g w i t h d o m u s s t u d i o a r c h i t e c t u r e s h a l l b e p r o p e r t y o f d o m u s s t u d i o a r c h i t e c t u r e . © C O P Y R I G H T Permit Set 12 Oct 2021 Ma i n S i t e : 20 0 0 W . A l t o n Av e , S a n t a A n a , C A 9 2 7 0 4 Revision # c: \ t e m p \ C O S C P - A r c h ( 2 0 1 8 ) _ n i c h o l a s . w i l s o n 9 D X 5 U . r v t Ch r i s t O u r S a v i o r C a t h o l i c P a r i s h Sh r i n e C o v e r S h e e t SH-A001 1612 08 / 3 1 / 2 1 1" = 50'-0"1 Overall Site Plan - Shrine Christ Our Savior Catholic Parish - Shrine Main Site: 2000 W. Alton Ave, Santa Ana, CA 92704 Vicinity Map NORTH Seal Notes These construction documents and plans have been prepared by me or under my direction and are intended to be submitted for plan review. The construction documents will be signed, stamped or sealed by me in accordance with the requirements of the business and professional code of the state of California prior to the issuance of the construction permit for this project. Name: DATE 09/06/2021 Site Governing Codes It is the intent of these contract documents that the new construction of the project when completed shall conform to regulations at the time of plan check, of the following codes. governing codes; perform all work in accordance with the latest edition of california administrative codes and the following adopted codes and regulations, and standards: - California And Federal Occupational Health And Safety Acts - California Building Standards Code 2019 (which Adopts The 2018 IBC) - California Building Code 2019 - California Mechanical Code 2019 (which Adopts The 2018 UMC) - California Plumbing Code 2019 (which Adopts The 2018 UPC) - California Electrical Code 2019 (which Adopts The 2017 NEC) - California Title 24 2019 - California Fire Code 2019 (which Adopts The 2018 IFC) - National Fire Protection Assoc. - American Concrete Code - American Disability Act - TCA Ceramic Tile Installation 2019 - Masonry Association - California Energy Efficiency Standards 2019 - California Green Building Standards 2019 405 Ha r b o r B l v d Fa i r v i e w R d S B e a r S t S B r i s t o l S t Baker St W MacArthur Blvd W Segerstrom Ave 73 55 Red Hill Ave Ma cA rth u r B lv d 405 W Alton Ave Project Team Owner:Christ Our Savior Catholic Church 2000 West Alton Avenue Santa Ana, CA 92704 714.444.1500 Contact: Rev. Joe Robillard Architect:domusstudio architecture 2800 Third Avenue San Diego, CA 92103 619.692.9393 Contact: David Pfeifer Nicholas Wilson CRADES No. C22741 IV S EATT L A NECI A OR CFO FILA IN I IHDEFP TCET REN 7.31.23 E D FER Project Data Project Description: New 8'-8" exterior site wall (54 linear feet) and hardscaping (108 SF concrete and 86 SF pavers) for new shrine at existing sanctuary fence perimeter. The project is limited to this limited exterior improvement. Owner:Roman Catholic Diocese Of Orange 13280 Chapman Ave. Garden Grove, CA 92840 Project Address:2000 W. Alton Ave (Main Site) Reference Addresses: 2002 W. Alton Ave (Parish Center) 2008 W. Alton Ave (Sanctuary) Santa Ana, CA 92704 Historic: No Assessor's Parcel No.: 412-541-07 Legal Description: Parcel 2 of lot line Adjustment 2002-01 in the City of Santa Ana, County of Orange per O.R. 20020317856 of said County Parcel Map No. 2015 -187 in the City of Santa Ana, County of Orange, State of California Existing Use:Religious Assembly (no change) Approvals:Conditional Use Permit 2018 -02 DRC DP 2016-40 E.I.R. Armstrong Ranch Development 2002 Lot Site:7.74 Acres / 337,154 SF Sanitation District:__ Water District:__ Utilities:__ School District:__ Zoning: Zone:SD-4 (Specific Development No. 4 LR-7 (Low Density Residential) Lot Coverage:50% Allowable / 12% Actual Setbacks: Existing 302' Front (N) 132' Side (E) 158' Rear (S) 34' Side (W) Height: Parish Center:20' Meeting Rooms:20' Sanctuary: 48' 85' Parking (EXISTING NO CHANGES): Required: Parking calculations based on assembly area of: Worship Center 1,250 Fixed seats at 1 stall per 3 seats = 1,250 x 1/3 = 417 spaces Summary: Stalls: 400 ADA Stalls: 17 (min. 9 required) Total Stalls: 417 (greater or equal to 417 required = Ok) 1 1 / 2 " CL Architectural Legend 000 1 Wall Type Room Number Reference Elevation Building Section Wall Section Interior Elevation Gyp Bd Wall Finish Lumber Framing Lumber Masonry Steel Concrete Earth Keyed Note Door Type Grid Line Symbol Window Type Plywood F.O.S.+0-0" T.O.P. +0-0" F.F.E. Detail Equipment Ceiling Height Elevation Dimension 1 A 1 W1 100 ROOM NAME 000 S.F. 8'-0" 1 A2.0 1 A2.0 1 A2.0 001 A4.0 A B C D General Notes 1. Contractor shall field verify all existing conditions prior to bid and construction. 2. All contractors shall report any conflict / inconsistencies immediately to the architect and prior to proceeding with their work. 3. To promote clear communication in the field, all questions and clarifications shall be submitted, in writing, to the architects in a timely manner. Official resolutions to these issues shall be issued in writing only. 4. Locations of utilities as shown in drawings is based upon information included in record drawings. The contractor shall verify the location of all utilities. The architects and architects consultants will not be responsible for the record drawings. Where conflicts arise between actual location and drawings, the architect shall be notified. Unless otherwise noted. All utilities shall be provided and installed underground. 5. Any periodic visits to the job site by the architect are for the purpose of determining compliance with the technical provisions of the contract documents and are in no way a guarantee of insurance, nor assume responsibility for methods or appliances used by the contractor, nor the safety on the job in compliance with the laws and regulations. 6. Do not scale drawings, dimensions prevail. 7. Where no details are shown or noted for any part of the work, the details shall be the same as for any other similar work or as directed by the architect. 8. All construction must meet or exceed all requirements stated in soils report. Copies of soils reports are available upon request. 9. All work under all sections shall be performed in strict accordance with the highest standards of practice related to the trades involved, and shall be complete and properly coordinated with all work adjacent or related to it. 10. Framer shall layout all studs / ceiling joists / rafters to accommodate recessed lights, exhaust fans and any other electrical / mechanical fixtures. 11. Owner shall pay for building and other permits. Contractor shall obtain building and other permits from the city of jurisdiction. 12. It is the intent of these documents that the work described herein, when accomplished, shall constitute a complete job. All coordination, fees, tasks, labor, materials, tools, connections, equipment, cleanup (unless otherwise noted in documents) required to fully finish the described project shall be furnished and paid for by the contractor within the scope of the work. Any and all exceptions shall be requested and agreed to in writing at the time of the signing of the owner / contractor agreement. 13. Finish grade shall slope away from the building a minimum of 2%. 14. All natural gas appliances, that are installed in the building must be equipped with approved intermittent ignition devices. 15. Contractor shall be responsible to provide PVC sleeves and chasers beneath paving to all areas including raised planters for installation of utility lines. 16. Work in furred areas shall not be concealed until such work has been inspected and approved by the inspecting authorities. If such work is concealed without inspection and approval, the contractor shall be financially responsible for all work required to open and restore the concealed areas in addition to any required modification to the system as well as to other systems. 17. Contractor to provide all backing plates and supports for items such as, but not limited to, toilet accessories, toilet partitions, mirrors, casework, handrails, etc. 18. Contractor to provide separation or barrier between all dissimilar metals. 19. NOT USED 20. Vacuum breakers shall be installed at all hose bibs. 21. Any existing structure or material to remain that is disturbed or damaged during construction shall be patched to match existing conditions. 22. Where walls and ceilings are required to be of fire resistive or non-combustible construction and walls are set out or ceilings are dropped. The hangers and assembly members of such dropped ceilings that are below the main ceiling line shall be of non-combustible materials except that in type iii and type v construction, fire retardant treated wood may be used. 23. Powder driven pins not identified use "Ramset" powder driven pins, ICC-ES no. ESR-2690 , or equal fastener. For 2" nominal sill plate anchorage, shank length shall be 2.875", shank diameter .146" or .152", and max. spacing 1.5 ft. exterior and interior shear walls, and 3 ft. for interior nonshear walls. 24. No person shall perform any work on any building or structure adjacent to a public way in general use by the public for pedestrian travel, unless the pedestrians shall be protected by fences, canopies, or other devices. CBC 3303 25. The final compaction report and soil engineer excavation inspection report must be submitted to the building inspector prior to foundation inspection and that city inspector must inspect excavations before pouring any concrete. 26. All existing to remain mechanical, electrical, plumbing, and equipment, (ducts, wiring, etc) disturbed by new construction shall be rerouted or modified as required to provide a complete operating system. Sheet Index SH-A001 Shrine Cover Sheet SH-A101 Shrine Plan and Details # of Sheets: 2 N x13 (office) 619.807.9356 (mobile) 01/25/2024 REN. 07.31.2025 2022 1612-A 01/25/2024 REN. 07.31.2025 2022 2022 2022 2022 2022 2022 2022 2022 2022 01 0101 00 - G 8'-8" #02 04/18/2024 03/14/2024 David Pfeifer #03 06/24/2024 Indicateds Accessible Path of Travel to Project Area from Public R.O.W. and Existing On-Site Accessible parking areas: > 48" Wide Pathway < 2% slope in any direction Slip Resistant Finish DCI Engineers 16775 Von Karman Ave. suite 150 Irvine, CA 92606 949.892.4963 Contact: Matthew Picardal. PE, SE Structural Engineer: - City of Santa Ana Municipal Code digital signature signed 06.24.2024 Existing ADA Parking Pu b l i c R . O . W . Ex i s t i n g A D A P a r k i n g Existing ADA Parking Ex i s t i n g A D A P a r k i n g Existing ADA Parking Loading (trash) Ex i s t i n g A D A P a r k i n g Pub l i c R.O . W . Bldg# 101119090 APPROVALS: PLNG - CSantana BLDG - CSG Consultant 2000 W Alton Ave - 1011190907/9/2024 s1 s1 sF.1sF.1 R 6' - 5" 20 " 20" 20 " T y p . to grid sF.1 1' - 0 " Planter Area Planter Area Planter Area Plaque over stone clad pedestal, see Colored concrete paving Cobblestone pavers in radius pattern, typ. Stone clad pedestal, see CMU wall with plaster finish R 12' - 9" to grid s1 2' - 4" EQ EQ EQ EQ Planter Area Recessed light fixture: BEGA In-grade luminaire 77 066, or approved equal 2 SH-A101 3 SH-A101 3 SH-A101 Planter Area57" Existing fence to remain Existing site concrete Existing turf to be repaired as required, typ. Existing fence to remain, repair or protect in place as needed for installation of new work 4" Concrete control joint, typ. 4 SH-A101 4 SH-A101 Line of footing below, typ. 10 SH-A101 Typ. 18" R 8' - 0" 11 SH-A101 6" Ex i s t i n g 2 6 ' - 0 " CMU Control joint with plaster control joint at finish CMU Control joint with plaster control joint at finish; approximate location shown, coordinate with CMU module CMU Control joint with plaster control joint at finish; approximate location shown, coordinate with CMU module 13 SH-A101 8 SH-A101 Typ.Typ. Stone clad pedestal Plaque and stone clad pedestal CM U W a l l w / P l a s t e r 8' - 8 " Curved CMU wall with plaster finish Existing fence to remain Plaster control joint, typ.8 SH-A101 8' - 8 " 4 SH-A101 SH-A101 12 SH-A101 9 Typ. Typ. SH-A101 5 SH-A101 6 Typ.Typ. 8 SH-A101 13 SH-A101 3 SH-A101 Conduit for landscape lighting, intercept and extend existing circuit as required SH-A101 12 SH-A101 9 Plaque and stone clad pedestal, see Stone clad pedestal, see 11 SH-A101 10 SH-A101 (4 " M i n . ) 4" T y p . 3" Clear 1/2" radius at all outside edges Concrete paving Finish grade below edge of paving: 1" below in turf areas to have sod 1/2" below in areas to be hydroseeded 2" below in shrub beds 12" compacted subgrade to 95% 6 x 6 wire mesh set in middle of slab Note: For construction joints and expansion joints, see 7 SH-A101 Polyurethane sealant 1/4" felt expansion joint Concrete paving 12" compacted subgrade to 95% Control joint, saw cut at 1/2" depth typ. #4 x 12" smooth steel bar (greased or oiled) at 36" O.C. max., one side within sleeve for movement at expansion joints Notes: 1. See plan for location of expansion and control joints 2. Provide construction joints minimum 10' O.C. and expansion joints 30' O.C. 3. At a minimum provide expansion joints for every 400 SF of contiguous concrete paving 4. Sand dress all expansion joints - color to match adjacent concrete Pavers, pattern per plan, installer per manufacturer's recommendations Joint and void filler: 1/4"-3/8" washed fractured open-graded stone per ASTM No. 8 requirements Bedding course per manufacturer's recommendation Concrete paving with thickened edge to depth of bedding course 4" Min. 12" compacted subgrade to 95% Plaster over lath Plaster control joint, 26 ga. metal (Clark Dietrich XXJ15-3/4 or equal); paint to match plaster CMU wall Notes: 1. Carry control joint over plaster cap at top of wall 2. Install plaster control joint at CMU control joints unless noted otherwise Install 2% sloped mortar cap at top wythe Wrap lathe and plaster over mortar cap with slope 8" concrete masonry unit, typ. Plaster over lathe finish, both sides #5 at 16" O.C. vertical #5 at 32" O.C. horizontal (2) #4 in bond beam at top course 8" concrete masonry unit, typ. Plaster over lathe finish, both sides at Softscape 4" T y p . Paint exposed base of wall to match plaster Weep screed (6" Min.) 16 " (3) #4 Top and Bottom Continuous #4 Top and Bottom at 16" O.C. #5 x at 16" O.C. (alternate hooks) 40 " Clr. 3" 18 " 39" . Clr. 2" (2) #4 in bond beam at bottom course #5 at 16" O.C. vertical 48" Footing Below 42 " F o o t i n g B e l o w 36" 30 " 24 " 30" Bronze plaque, mounted with tamper proof screws to pedestal below over stone finish Stone finished pedestal Concrete footing below 18 " 16 " 24 " 36 " . 3" 3" Stone finished pedestal Concrete pedestal Line of finish grade Concrete footing Bronze plaque, mounted with tamper proof screws to pedestal below over stone finish A B Elevation AElevation B C C 18 " Section C-C 4" concrete cap CMU pedestal Concrete footing #4 T&B, typ. #4 T&B at 16" O.C. #4 at 16" O.C. #4 at 16" O.C. #4, Typ. #4 at 16" O.C. 6" 24" 48 " 30 " 18 " 84" 12"60"12" 21"42"21" A 28 " 8" 1/ 2 " 5 1 / 2 " B Elevation A Elevation B Section C-C C C Concrete footing CMU pedestal Stone over mortar bed, typ. Round block out for light fixture installation, coordinate with selected fixture Conduit for light fixture, intercept and extend existing circuit as required 4 3/4" 7" 4" Stone finished pedestal Stone finished base platform Recessed light fixture2" 3" #4 T&B, Typ. #4 at 16" O.C. 3" #4 at 16" O.C. #4 at 16" #4 at 32" #4 at 16" O.C.#4 #4 6" 8" 24" 6" 18"30"12"60"12" 48"84" 6" Control Joint Vertical control joint, omit mortar, caulk color to match mortar Vertical reinforcing, see Provide 16" smooth dowel (same size as horizontal reinforcing bar) across joint. Prevent bond between dowel and grout with grease or plastic sleeve. Cap all dowels to allow 1" of movement Provide closed end blocks at control joints, typ. 9 SH-A101 Note: Place control joints at locations indicated on plan. Provide plaster control joints in finish at same location. CMU control joints should occur a maximum of every 18'. CRADES No. C22741 IV S EATT L A NECI A OR CFO FILA IN I IHDEFP TCET REN 7.31.19 E D FER d 2800 Third Avenue San Diego, California 92103 s Team a Project No. Drawing No. o m u s tu d i o r c h i t e c tu r e Pr o p r i e t a r y d e s i g n : T h e s e d r a w i n g s a n d d e s i g n a r e p r o t e c t e d b y c o m m o n l a w c o p y r i g h t . A l l p a t e n t a b l e m a t e r i a l c o n t a i n e d h e r e i n a n d o r i g i n a t i n g w i t h d o m u s s t u d i o a r c h i t e c t u r e s h a l l b e p r o p e r t y o f d o m u s s t u d i o a r c h i t e c t u r e . © C O P Y R I G H T Permit Set 12 Oct 2021 Ma i n S i t e : 20 0 0 W . A l t o n A v e , S a n t a A n a , C A 9 2 7 0 4 Revision # c: \ t e m p \ C O S C P - A r c h ( 2 0 1 8 ) _ n i c h o l a s . w i l s o n 9 D X 5 U . r v t Ch r i s t O u r S a v i o r C a t h o l i c P a r i s h Sh r i n e P l a n a n d D e t a i l s SH-A101 1612 08 / 3 1 / 2 1 1/4" = 1'-0"1 Enlarged Shrine Plan 1/4" = 1'-0"2 Shrine Elevation - West 1/4" = 1'-0"3 Shrine Section N-S 1/4" = 1'-0"4 Shrine Section E-W 1 1/2" = 1'-0"5 Typical Concrete Paving 1 1/2" = 1'-0"7 Expansion/Control Joint 1 1/2" = 1'-0"6 Paver to Concrete 6" = 1'-0"8 Plaster Control Joint 1 1/2" = 1'-0"9 Top of Wall 1 1/2" = 1'-0"12 Base of Wall 1/2" = 1'-0"10 Plaque and Stone Clad Pedestal 1/2" = 1'-0"11 Stone Clad Pedestal 1 1/2" = 1'-0"13 CMU Control Joint 1612-A 01/25/2024 Tie into Existing Site Lighting Circuit REN. 07.31.2025 01 - #02 04/18/2024 8' - 8 " 8' - 8 " (4) #4 #5 Notes: Masonry Strength f'm = 2,000 psi Concrete Strength f'c = 3,000 psi Reinforcing Bars = Grade 60 #03 06/24/2024 Concrete: MINIMUM MATERIAL SPECIFICATIONS: f'c = 3,000 psi, minimum Masonry:f'c = 1,800 psi, minimum Grout:f'c = 2,000 psi, minimum Reinforcing Steel:60,000 psi, minimum Soil Bearing Capacity:1,500 psf Soil Compaction:90%, minimum Stone Veneer: Adhered Veneer < 6.0 #/s.f. < 48" max. dimension < 9 s.f. per unit < 1" thick Minimum Material Specifications14no scale Adhered Veneer (CBC sec 1404.10.2) Stone< 6.0 #/s.f. < 48" max. dimension < 9 s.f. per unit < 1" thick Adhered Veneer (CBC sec 1404.10.2) Stone< 6.0 #/s.f. < 48" max. dimension < 9 s.f. per unit Adhered Veneer (CBC sec 1404.10.2) Stone< 6.0 #/s.f. < 48" max. dimension < 9 s.f. per unit Adhered Veneer (CBC sec 1404.10.2) Stone< 6.0 #/s.f. < 48" max. dimension < 9 s.f. per unit < 1" thick Fin. Grade 6" m i n . 18 " 18 " 6" m i n . 6" m i n . 6" m i n . Fin. Grade 6" m i n . Fin. Grade #4 14" @16"o.c. 12" Each Way #4 14" @16"o.c. 12" #4 14" @16"o.c. 6" digital signature signed 06.24.2024 2000 W Alton Ave - 1011190907/9/2024 Washington | Oregon | California | Texas | Alaska | Colorado | Montana z Structural Calculations Christ Our Savior Catholic Parish Santa Ana, CA Prepared for: Domusstudio Architecture June 24, 2024 2000 W Alton Ave - 1011190907/9/2024 CMU 84 psf SDS (g)1.021 Plaster x 2 16 psf Ie 1.00 V = CsW 707.9 plf of wall Total 100 psf R 1.25 V = CsW 265.5 plf of wall Section 1 ft Cs = SDS*(Ie/R)0.8168 min V 265.5 plf of wall Wall height 8.67 ft Cs = 0.3SDSIe 0.3063 Weight 866.67 lb min Cs 0.3063 M = Vh/2 1150 ft-lb 1.150 kip-ft F s (G60)32 ksi 13.80 kip-in factor j 0.9 As,req'd = M/(Fsjd)0.1198 in2 d 4 in spacing 16 in O.C.#4 rebar @ 16" O.C. vertical #5 rebar @ 16" O.C. is OK X= 39 in Y= 18 in (XY) 1.2636 in2/ft of wall 0.196 1.568 #4 Top & Bot Continuous OK Z= 12 in (YZ) 0.3888 in2/ft of wall 0.230 0.461 #5 Top & Bot at 16" O.C.OK 0.307 #5 LOADING BASE SHEAR COEFFICIENT & BASE SHEAR ACI 318-19 § 7.6.1.1 Reinforcing Limits A s,min = 0.0018A g Rebar Size Per Plan ASCE 7-16 Table 15.4-2 for ground-supported cantilever walls Min footing steel reinf requirements met. 2000 W Alton Ave - 1011190907/9/2024 Wall Footing LIC# : KW-06013979, Build:20.23.05.25 DCI ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:Wall Footing Project File: CMU Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per ACI 318-19, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Soil Design Values 1.50 Analysis Settings 100.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00010 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing Width Allow. Pressure Increase per foot of width =ksf when footing is wider than =ft: = AutoCalc Footing Weight as DL Yes Adjusted Allowable Bearing Pressure ksf=1.50 when base footing is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Reference Depth below Surface ft =Allow. Pressure Increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Dimensions Footing Width 3.250 ft= Wall center offset from center of footing 0 in = = Wall Thickness 8.0 in Footing Thickness 18.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars along X-X Axis Reinforcing Bar Size = 5 Bar spacing = 16.00 Applied Loads 0.90 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x =k0.2660 k-ft Vx applied =in above top of footing =1.150 H = Code minimum pressures used per CBC Table 1806.2 2000 W Alton Ave - 1011190907/9/2024 Wall Footing LIC# : KW-06013979, Build:20.23.05.25 DCI ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:Wall Footing Project File: CMU Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationFactor of Safety Item Applied Capacity PASS 0.8558 Soil Bearing 1.284 ksf 1.50 ksf +0.60D+0.70E PASS 1.445 Overturning - Z-Z 1.084 k-ft 1.567 k-ft +0.60D+0.70E PASS 1.553 Sliding - X-X 0.1862 k 0.2892 k +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.06969 Z Flexure (+X)1.077 k-ft 15.455 k-ft +1.20D+E PASS 0.0 Z Flexure (-X)0.0 k-ft 15.455 k-ft No Moment PASS 0.003042 1-way Shear (+X)0.250 psi 82.158 psi +1.40D PASS 0.003042 1-way Shear (-X)0.250 psi 82.158 psi +1.40D Detailed Results Rotation Axis & Xecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable -X +X RatioLoad Combination... , D Only 1.50 ksf 0.4944 ksf 0.4944 ksf 0.3300.0 in , +D+0.70E 1.50 ksf 0.0 ksf 1.127 ksf 0.7518.097 in , +D+0.5250E 1.50 ksf 0.03278 ksf 0.9561 ksf 0.6376.073 in , +0.60D 1.50 ksf 0.2967 ksf 0.2967 ksf 0.1980.0 in , +0.60D+0.70E 1.50 ksf 0.0 ksf 1.284 ksf 0.85613.496 in Rotation Axis & Overturning Stability Units :k-ft Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio , D Only None 0.0 k-ft Infinity OK , +D+0.70E 1.084 k-ft 2.611 k-ft 2.408 OK , +D+0.5250E 0.8132 k-ft 2.611 k-ft 3.211 OK , +0.60D None 0.0 k-ft Infinity OK , +0.60D+0.70E 1.084 k-ft 1.567 k-ft 1.445 OK Force Application Axis Sliding Stability Load Combination...StatusSliding Force Resisting Force Sliding SafetyRatio , D Only 0.0 k 0.4821 k No Sliding OK , +D+0.70E 0.1862 k 0.4821 k 2.589 OK , +D+0.5250E 0.1397 k 0.4821 k 3.452 OK , +0.60D 0.0 k 0.2892 k No Sliding OK , +0.60D+0.70E 0.1862 k 0.2892 k 1.553 OK Flexure Axis & Load Combination k-ft As Req'd Footing Flexure Tension @ Bot.Which Actual As Statusk-ft Mu Side ?or Top ?in^2in^2 in^2 Gvrn. As Phi*Mn , +1.40D 0.5774 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +1.40D 0.5774 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +1.20D 0.4949 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +1.20D 0.4949 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +1.20D+E 0.01376 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +1.20D+E 1.077 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +0.90D 0.3712 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +0.90D 0.3712 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +0.90D+E 0 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +0.90D+E 1.076 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK One Way Shear Units :k Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 0.25 0.25 0.25 82.158 0.003042psipsipsipsi OK +1.20D 0.2143 0.2143 0.2143 82.158 0.002608psipsipsipsi OK +1.20D+E 0.2143 0.2143 0.2143 82.158 0.002608psipsipsipsi OK +0.90D 0.1607 0.1607 0.1607 82.158 0.001956psipsipsipsi OK +0.90D+E 0.1607 0.1607 0.1607 82.158 0.001956psipsipsipsi OK 2000 W Alton Ave - 1011190907/9/2024 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 2800 Alton Ave.- - - 4 New 8'-8" exterior site wall (54 linear feet) and hardscaping (108 SF concrete and 86 SF pavers) for new shrine at existing sanctuary courtyard perimeter. 4 4 4 4 4 4 4 4 4 David Pfeifer 619 807-9356 04 22 2024 Santa Ana 2000 W Alton Ave - 1011190907/9/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ Updated: 06/02/2020 rs 2000 W Alton Ave - 1011190907/9/2024 P B P B MH FIRE LANE N 8 9 ° 4 0 ' 2 4 " W 3 3 8 . 0 1 ' N8 9 ° 3 1 ' 2 2 " W 55 5 . 7 1 ' Property Line Property Line Property Line AL T O N A V E N U E JAGUAR LANE 40' - 0" 12' - 8" 27' - 4" RAITT ST.PRIVATE STREET SH-A101 1 Scope of Work (E) Sanctuary 2008 W. Alton Ave. (E) Parish Center 2002 W. Alton Ave. (E) Multi-Purpose Worship to remain 4,770 S.F. 2012 W. Alton Ave. (E) Administration to remain 2,420 S.F. 2010 W. Alton Ave. 143' - 0" 30 2 ' - 7 " CRADES No. C22741 IV S EATT L A NECI A OR CFO FILA IN I IHDEFP TCET REN 7.31.19 E D FER d 2800 Third Avenue San Diego, California 92103 s Team a Project No. Drawing No. o m u s tud i o r c h i t e c tu r e P r o p r i e t a r y d e s i g n : T h e s e d r a w i n g s a n d d e s i g n a r e p r o t e c t e d b y c o m m o n l a w c o p y r i g h t . A l l p a t e n t a b l e m a t e r i a l c o n t a i n e d h e r e i n a n d o r i g i n a t i n g w i t h d o m u s s t u d i o a r c h i t e c t u r e s h a l l b e p r o p e r t y o f d o m u s s t u d i o a r c h i t e c t u r e . © C O P Y R I G H T Permit Set 12 Oct 2021 Ma i n S i t e : 20 0 0 W . A l t o n Av e , S a n t a A n a , C A 9 2 7 0 4 Revision # c: \ t e m p \ C O S C P - A r c h ( 2 0 1 8 ) _ n i c h o l a s . w i l s o n 9 D X 5 U . r v t Ch r i s t O u r S a v i o r C a t h o l i c P a r i s h Sh r i n e C o v e r S h e e t SH-A001 1612 08 / 3 1 / 2 1 1" = 50'-0"1 Overall Site Plan - Shrine Christ Our Savior Catholic Parish - Shrine Main Site: 2000 W. Alton Ave, Santa Ana, CA 92704 Vicinity Map NORTH Seal Notes These construction documents and plans have been prepared by me or under my direction and are intended to be submitted for plan review. The construction documents will be signed, stamped or sealed by me in accordance with the requirements of the business and professional code of the state of California prior to the issuance of the construction permit for this project. Name: DATE 09/06/2021 Site Governing Codes It is the intent of these contract documents that the new construction of the project when completed shall conform to regulations at the time of plan check, of the following codes. governing codes; perform all work in accordance with the latest edition of california administrative codes and the following adopted codes and regulations, and standards: - California And Federal Occupational Health And Safety Acts - California Building Standards Code 2019 (which Adopts The 2018 IBC) - California Building Code 2019 - California Mechanical Code 2019 (which Adopts The 2018 UMC) - California Plumbing Code 2019 (which Adopts The 2018 UPC) - California Electrical Code 2019 (which Adopts The 2017 NEC) - California Title 24 2019 - California Fire Code 2019 (which Adopts The 2018 IFC) - National Fire Protection Assoc. - American Concrete Code - American Disability Act - TCA Ceramic Tile Installation 2019 - Masonry Association - California Energy Efficiency Standards 2019 - California Green Building Standards 2019 405 Ha r b o r B l v d Fa i r v i e w R d S B e a r S t S B r i s t o l S t Baker St W MacArthur Blvd W Segerstrom Ave 73 55 Red Hill Ave Ma cA rth u r B lv d 405 W Alton Ave Project Team Owner:Christ Our Savior Catholic Church 2000 West Alton Avenue Santa Ana, CA 92704 714.444.1500 Contact: Rev. Joe Robillard Architect:domusstudio architecture 2800 Third Avenue San Diego, CA 92103 619.692.9393 Contact: David Pfeifer Nicholas Wilson CRADES No. C22741 IV S EATT L A NECI A OR CFO FILA IN I IHDEFP TCET REN 7.31.23 E D FER Project Data Project Description: New 8'-8" exterior site wall (54 linear feet) and hardscaping (108 SF concrete and 86 SF pavers) for new shrine at existing sanctuary fence perimeter. The project is limited to this limited exterior improvement. Owner:Roman Catholic Diocese Of Orange 13280 Chapman Ave. Garden Grove, CA 92840 Project Address:2000 W. Alton Ave (Main Site) Reference Addresses: 2002 W. Alton Ave (Parish Center) 2008 W. Alton Ave (Sanctuary) Santa Ana, CA 92704 Historic: No Assessor's Parcel No.: 412-541-07 Legal Description: Parcel 2 of lot line Adjustment 2002-01 in the City of Santa Ana, County of Orange per O.R. 20020317856 of said County Parcel Map No. 2015 -187 in the City of Santa Ana, County of Orange, State of California Existing Use:Religious Assembly (no change) Approvals:Conditional Use Permit 2018 -02 DRC DP 2016-40 E.I.R. Armstrong Ranch Development 2002 Lot Site:7.74 Acres / 337,154 SF Sanitation District:__ Water District:__ Utilities:__ School District:__ Zoning: Zone:SD-4 (Specific Development No. 4 LR-7 (Low Density Residential) Lot Coverage:50% Allowable / 12% Actual Setbacks: Existing 302' Front (N) 132' Side (E) 158' Rear (S) 34' Side (W) Height: Parish Center:20' Meeting Rooms:20' Sanctuary: 48' 85' Parking (EXISTING NO CHANGES): Required: Parking calculations based on assembly area of: Worship Center 1,250 Fixed seats at 1 stall per 3 seats = 1,250 x 1/3 = 417 spaces Summary: Stalls: 400 ADA Stalls: 17 (min. 9 required) Total Stalls: 417 (greater or equal to 417 required = Ok) 1 1 / 2 " CL Architectural Legend 000 1 Wall Type Room Number Reference Elevation Building Section Wall Section Interior Elevation Gyp Bd Wall Finish Lumber Framing Lumber Masonry Steel Concrete Earth Keyed Note Door Type Grid Line Symbol Window Type Plywood F.O.S.+0-0" T.O.P. +0-0" F.F.E. Detail Equipment Ceiling Height Elevation Dimension 1 A 1 W1 100 ROOM NAME 000 S.F. 8'-0" 1 A2.0 1 A2.0 1 A2.0 001 A4.0 A B C D General Notes 1. Contractor shall field verify all existing conditions prior to bid and construction. 2. All contractors shall report any conflict / inconsistencies immediately to the architect and prior to proceeding with their work. 3. To promote clear communication in the field, all questions and clarifications shall be submitted, in writing, to the architects in a timely manner. Official resolutions to these issues shall be issued in writing only. 4. Locations of utilities as shown in drawings is based upon information included in record drawings. The contractor shall verify the location of all utilities. The architects and architects consultants will not be responsible for the record drawings. Where conflicts arise between actual location and drawings, the architect shall be notified. Unless otherwise noted. All utilities shall be provided and installed underground. 5. Any periodic visits to the job site by the architect are for the purpose of determining compliance with the technical provisions of the contract documents and are in no way a guarantee of insurance, nor assume responsibility for methods or appliances used by the contractor, nor the safety on the job in compliance with the laws and regulations. 6. Do not scale drawings, dimensions prevail. 7. Where no details are shown or noted for any part of the work, the details shall be the same as for any other similar work or as directed by the architect. 8. All construction must meet or exceed all requirements stated in soils report. Copies of soils reports are available upon request. 9. All work under all sections shall be performed in strict accordance with the highest standards of practice related to the trades involved, and shall be complete and properly coordinated with all work adjacent or related to it. 10. Framer shall layout all studs / ceiling joists / rafters to accommodate recessed lights, exhaust fans and any other electrical / mechanical fixtures. 11. Owner shall pay for building and other permits. Contractor shall obtain building and other permits from the city of jurisdiction. 12. It is the intent of these documents that the work described herein, when accomplished, shall constitute a complete job. All coordination, fees, tasks, labor, materials, tools, connections, equipment, cleanup (unless otherwise noted in documents) required to fully finish the described project shall be furnished and paid for by the contractor within the scope of the work. Any and all exceptions shall be requested and agreed to in writing at the time of the signing of the owner / contractor agreement. 13. Finish grade shall slope away from the building a minimum of 2%. 14. All natural gas appliances, that are installed in the building must be equipped with approved intermittent ignition devices. 15. Contractor shall be responsible to provide PVC sleeves and chasers beneath paving to all areas including raised planters for installation of utility lines. 16. Work in furred areas shall not be concealed until such work has been inspected and approved by the inspecting authorities. If such work is concealed without inspection and approval, the contractor shall be financially responsible for all work required to open and restore the concealed areas in addition to any required modification to the system as well as to other systems. 17. Contractor to provide all backing plates and supports for items such as, but not limited to, toilet accessories, toilet partitions, mirrors, casework, handrails, etc. 18. Contractor to provide separation or barrier between all dissimilar metals. 19. NOT USED 20. Vacuum breakers shall be installed at all hose bibs. 21. Any existing structure or material to remain that is disturbed or damaged during construction shall be patched to match existing conditions. 22. Where walls and ceilings are required to be of fire resistive or non-combustible construction and walls are set out or ceilings are dropped. The hangers and assembly members of such dropped ceilings that are below the main ceiling line shall be of non-combustible materials except that in type iii and type v construction, fire retardant treated wood may be used. 23. Powder driven pins not identified use "Ramset" powder driven pins, ICC-ES no. ESR-2690 , or equal fastener. For 2" nominal sill plate anchorage, shank length shall be 2.875", shank diameter .146" or .152", and max. spacing 1.5 ft. exterior and interior shear walls, and 3 ft. for interior nonshear walls. 24. No person shall perform any work on any building or structure adjacent to a public way in general use by the public for pedestrian travel, unless the pedestrians shall be protected by fences, canopies, or other devices. CBC 3303 25. The final compaction report and soil engineer excavation inspection report must be submitted to the building inspector prior to foundation inspection and that city inspector must inspect excavations before pouring any concrete. 26. All existing to remain mechanical, electrical, plumbing, and equipment, (ducts, wiring, etc) disturbed by new construction shall be rerouted or modified as required to provide a complete operating system. Sheet Index SH-A001 Shrine Cover Sheet SH-A101 Shrine Plan and Details # of Sheets: 2 N x13 (office) 619.807.9356 (mobile) 01/25/2024 REN. 07.31.2025 2022 1612-A 01/25/2024 REN. 07.31.2025 2022 2022 2022 2022 2022 2022 2022 2022 2022 01 0101 00 - G 8'-8" #02 04/18/2024 03/14/2024 David Pfeifer #03 06/24/2024 Indicateds Accessible Path of Travel to Project Area from Public R.O.W. and Existing On-Site Accessible parking areas: > 48" Wide Pathway < 2% slope in any direction Slip Resistant Finish DCI Engineers 16775 Von Karman Ave. suite 150 Irvine, CA 92606 949.892.4963 Contact: Matthew Picardal. PE, SE Structural Engineer: - City of Santa Ana Municipal Code digital signature signed 06.24.2024 Existing ADA Parking Pu b l i c R . O . W . Ex i s t i n g A D A P a r k i n g Existing ADA Parking Ex i s t i n g A D A P a r k i n g Existing ADA Parking Loading (trash) Ex i s t i n g A D A P a r k i n g Pub l i c R.O . W . Bldg# 101119090 APPROVALS: PLNG - CSantana BLDG - CSG Consultant 2000 W Alton Ave - 1011190907/9/2024 s1 s1 sF.1sF.1 R 6' - 5" 20 " 20" 20 " T y p . to grid sF.1 1' - 0 " Planter Area Planter Area Planter Area Plaque over stone clad pedestal, see Colored concrete paving Cobblestone pavers in radius pattern, typ. Stone clad pedestal, see CMU wall with plaster finish R 12' - 9" to grid s1 2' - 4" EQ EQ EQ EQ Planter Area Recessed light fixture: BEGA In-grade luminaire 77 066, or approved equal 2 SH-A101 3 SH-A101 3 SH-A101 Planter Area57" Existing fence to remain Existing site concrete Existing turf to be repaired as required, typ. Existing fence to remain, repair or protect in place as needed for installation of new work 4" Concrete control joint, typ. 4 SH-A101 4 SH-A101 Line of footing below, typ. 10 SH-A101 Typ. 18" R 8' - 0" 11 SH-A101 6" Ex i s t i n g 2 6 ' - 0 " CMU Control joint with plaster control joint at finish CMU Control joint with plaster control joint at finish; approximate location shown, coordinate with CMU module CMU Control joint with plaster control joint at finish; approximate location shown, coordinate with CMU module 13 SH-A101 8 SH-A101 Typ.Typ. Stone clad pedestal Plaque and stone clad pedestal CM U W a l l w / P l a s t e r 8' - 8 " Curved CMU wall with plaster finish Existing fence to remain Plaster control joint, typ.8 SH-A101 8' - 8 " 4 SH-A101 SH-A101 12 SH-A101 9 Typ. Typ. SH-A101 5 SH-A101 6 Typ.Typ. 8 SH-A101 13 SH-A101 3 SH-A101 Conduit for landscape lighting, intercept and extend existing circuit as required SH-A101 12 SH-A101 9 Plaque and stone clad pedestal, see Stone clad pedestal, see 11 SH-A101 10 SH-A101 (4 " M i n . ) 4" T y p . 3" Clear 1/2" radius at all outside edges Concrete paving Finish grade below edge of paving: 1" below in turf areas to have sod 1/2" below in areas to be hydroseeded 2" below in shrub beds 12" compacted subgrade to 95% 6 x 6 wire mesh set in middle of slab Note: For construction joints and expansion joints, see 7 SH-A101 Polyurethane sealant 1/4" felt expansion joint Concrete paving 12" compacted subgrade to 95% Control joint, saw cut at 1/2" depth typ. #4 x 12" smooth steel bar (greased or oiled) at 36" O.C. max., one side within sleeve for movement at expansion joints Notes: 1. See plan for location of expansion and control joints 2. Provide construction joints minimum 10' O.C. and expansion joints 30' O.C. 3. At a minimum provide expansion joints for every 400 SF of contiguous concrete paving 4. Sand dress all expansion joints - color to match adjacent concrete Pavers, pattern per plan, installer per manufacturer's recommendations Joint and void filler: 1/4"-3/8" washed fractured open-graded stone per ASTM No. 8 requirements Bedding course per manufacturer's recommendation Concrete paving with thickened edge to depth of bedding course 4" Min. 12" compacted subgrade to 95% Plaster over lath Plaster control joint, 26 ga. metal (Clark Dietrich XXJ15-3/4 or equal); paint to match plaster CMU wall Notes: 1. Carry control joint over plaster cap at top of wall 2. Install plaster control joint at CMU control joints unless noted otherwise Install 2% sloped mortar cap at top wythe Wrap lathe and plaster over mortar cap with slope 8" concrete masonry unit, typ. Plaster over lathe finish, both sides #5 at 16" O.C. vertical #5 at 32" O.C. horizontal (2) #4 in bond beam at top course 8" concrete masonry unit, typ. Plaster over lathe finish, both sides at Softscape 4" T y p . Paint exposed base of wall to match plaster Weep screed (6" Min.) 16 " (3) #4 Top and Bottom Continuous #4 Top and Bottom at 16" O.C. #5 x at 16" O.C. (alternate hooks) 40 " Clr. 3" 18 " 39" . Clr. 2" (2) #4 in bond beam at bottom course #5 at 16" O.C. vertical 48" Footing Below 42 " F o o t i n g B e l o w 36" 30 " 24 " 30" Bronze plaque, mounted with tamper proof screws to pedestal below over stone finish Stone finished pedestal Concrete footing below 18 " 16 " 24 " 36 " . 3" 3" Stone finished pedestal Concrete pedestal Line of finish grade Concrete footing Bronze plaque, mounted with tamper proof screws to pedestal below over stone finish A B Elevation AElevation B C C 18 " Section C-C 4" concrete cap CMU pedestal Concrete footing #4 T&B, typ. #4 T&B at 16" O.C. #4 at 16" O.C. #4 at 16" O.C. #4, Typ. #4 at 16" O.C. 6" 24" 48 " 30 " 18 " 84" 12"60"12" 21"42"21" A 28 " 8" 1/ 2 " 5 1 / 2 " B Elevation A Elevation B Section C-C C C Concrete footing CMU pedestal Stone over mortar bed, typ. Round block out for light fixture installation, coordinate with selected fixture Conduit for light fixture, intercept and extend existing circuit as required 4 3/4" 7" 4" Stone finished pedestal Stone finished base platform Recessed light fixture2" 3" #4 T&B, Typ. #4 at 16" O.C. 3" #4 at 16" O.C. #4 at 16" #4 at 32" #4 at 16" O.C.#4 #4 6" 8" 24" 6" 18"30"12"60"12" 48"84" 6" Control Joint Vertical control joint, omit mortar, caulk color to match mortar Vertical reinforcing, see Provide 16" smooth dowel (same size as horizontal reinforcing bar) across joint. Prevent bond between dowel and grout with grease or plastic sleeve. Cap all dowels to allow 1" of movement Provide closed end blocks at control joints, typ. 9 SH-A101 Note: Place control joints at locations indicated on plan. Provide plaster control joints in finish at same location. CMU control joints should occur a maximum of every 18'. CRADES No. C22741 IV S EATT L A NECI A OR CFO FILA IN I IHDEFP TCET REN 7.31.19 E D FER d 2800 Third Avenue San Diego, California 92103 s Team a Project No. Drawing No. o m u s tu d i o r c h i t e c tu r e Pr o p r i e t a r y d e s i g n : T h e s e d r a w i n g s a n d d e s i g n a r e p r o t e c t e d b y c o m m o n l a w c o p y r i g h t . A l l p a t e n t a b l e m a t e r i a l c o n t a i n e d h e r e i n a n d o r i g i n a t i n g w i t h d o m u s s t u d i o a r c h i t e c t u r e s h a l l b e p r o p e r t y o f d o m u s s t u d i o a r c h i t e c t u r e . © C O P Y R I G H T Permit Set 12 Oct 2021 Ma i n S i t e : 20 0 0 W . A l t o n A v e , S a n t a A n a , C A 9 2 7 0 4 Revision # c: \ t e m p \ C O S C P - A r c h ( 2 0 1 8 ) _ n i c h o l a s . w i l s o n 9 D X 5 U . r v t Ch r i s t O u r S a v i o r C a t h o l i c P a r i s h Sh r i n e P l a n a n d D e t a i l s SH-A101 1612 08 / 3 1 / 2 1 1/4" = 1'-0"1 Enlarged Shrine Plan 1/4" = 1'-0"2 Shrine Elevation - West 1/4" = 1'-0"3 Shrine Section N-S 1/4" = 1'-0"4 Shrine Section E-W 1 1/2" = 1'-0"5 Typical Concrete Paving 1 1/2" = 1'-0"7 Expansion/Control Joint 1 1/2" = 1'-0"6 Paver to Concrete 6" = 1'-0"8 Plaster Control Joint 1 1/2" = 1'-0"9 Top of Wall 1 1/2" = 1'-0"12 Base of Wall 1/2" = 1'-0"10 Plaque and Stone Clad Pedestal 1/2" = 1'-0"11 Stone Clad Pedestal 1 1/2" = 1'-0"13 CMU Control Joint 1612-A 01/25/2024 Tie into Existing Site Lighting Circuit REN. 07.31.2025 01 - #02 04/18/2024 8' - 8 " 8' - 8 " (4) #4 #5 Notes: Masonry Strength f'm = 2,000 psi Concrete Strength f'c = 3,000 psi Reinforcing Bars = Grade 60 #03 06/24/2024 Concrete: MINIMUM MATERIAL SPECIFICATIONS: f'c = 3,000 psi, minimum Masonry:f'c = 1,800 psi, minimum Grout:f'c = 2,000 psi, minimum Reinforcing Steel:60,000 psi, minimum Soil Bearing Capacity:1,500 psf Soil Compaction:90%, minimum Stone Veneer: Adhered Veneer < 6.0 #/s.f. < 48" max. dimension < 9 s.f. per unit < 1" thick Minimum Material Specifications14no scale Adhered Veneer (CBC sec 1404.10.2) Stone< 6.0 #/s.f. < 48" max. dimension < 9 s.f. per unit < 1" thick Adhered Veneer (CBC sec 1404.10.2) Stone< 6.0 #/s.f. < 48" max. dimension < 9 s.f. per unit Adhered Veneer (CBC sec 1404.10.2) Stone< 6.0 #/s.f. < 48" max. dimension < 9 s.f. per unit Adhered Veneer (CBC sec 1404.10.2) Stone< 6.0 #/s.f. < 48" max. dimension < 9 s.f. per unit < 1" thick Fin. Grade 6" m i n . 18 " 18 " 6" m i n . 6" m i n . 6" m i n . Fin. Grade 6" m i n . Fin. Grade #4 14" @16"o.c. 12" Each Way #4 14" @16"o.c. 12" #4 14" @16"o.c. 6" digital signature signed 06.24.2024 2000 W Alton Ave - 1011190907/9/2024 Washington | Oregon | California | Texas | Alaska | Colorado | Montana z Structural Calculations Christ Our Savior Catholic Parish Santa Ana, CA Prepared for: Domusstudio Architecture June 24, 2024 2000 W Alton Ave - 1011190907/9/2024 CMU 84 psf SDS (g)1.021 Plaster x 2 16 psf Ie 1.00 V = CsW 707.9 plf of wall Total 100 psf R 1.25 V = CsW 265.5 plf of wall Section 1 ft Cs = SDS*(Ie/R)0.8168 min V 265.5 plf of wall Wall height 8.67 ft Cs = 0.3SDSIe 0.3063 Weight 866.67 lb min Cs 0.3063 M = Vh/2 1150 ft-lb 1.150 kip-ft F s (G60)32 ksi 13.80 kip-in factor j 0.9 As,req'd = M/(Fsjd)0.1198 in2 d 4 in spacing 16 in O.C.#4 rebar @ 16" O.C. vertical #5 rebar @ 16" O.C. is OK X= 39 in Y= 18 in (XY) 1.2636 in2/ft of wall 0.196 1.568 #4 Top & Bot Continuous OK Z= 12 in (YZ) 0.3888 in2/ft of wall 0.230 0.461 #5 Top & Bot at 16" O.C.OK 0.307 #5 LOADING BASE SHEAR COEFFICIENT & BASE SHEAR ACI 318-19 § 7.6.1.1 Reinforcing Limits A s,min = 0.0018A g Rebar Size Per Plan ASCE 7-16 Table 15.4-2 for ground-supported cantilever walls Min footing steel reinf requirements met. 2000 W Alton Ave - 1011190907/9/2024 Wall Footing LIC# : KW-06013979, Build:20.23.05.25 DCI ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:Wall Footing Project File: CMU Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per ACI 318-19, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Soil Design Values 1.50 Analysis Settings 100.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00010 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing Width Allow. Pressure Increase per foot of width =ksf when footing is wider than =ft: = AutoCalc Footing Weight as DL Yes Adjusted Allowable Bearing Pressure ksf=1.50 when base footing is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Reference Depth below Surface ft =Allow. Pressure Increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Dimensions Footing Width 3.250 ft= Wall center offset from center of footing 0 in = = Wall Thickness 8.0 in Footing Thickness 18.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars along X-X Axis Reinforcing Bar Size = 5 Bar spacing = 16.00 Applied Loads 0.90 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x =k0.2660 k-ft Vx applied =in above top of footing =1.150 H = Code minimum pressures used per CBC Table 1806.2 2000 W Alton Ave - 1011190907/9/2024 Wall Footing LIC# : KW-06013979, Build:20.23.05.25 DCI ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:Wall Footing Project File: CMU Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationFactor of Safety Item Applied Capacity PASS 0.8558 Soil Bearing 1.284 ksf 1.50 ksf +0.60D+0.70E PASS 1.445 Overturning - Z-Z 1.084 k-ft 1.567 k-ft +0.60D+0.70E PASS 1.553 Sliding - X-X 0.1862 k 0.2892 k +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.06969 Z Flexure (+X)1.077 k-ft 15.455 k-ft +1.20D+E PASS 0.0 Z Flexure (-X)0.0 k-ft 15.455 k-ft No Moment PASS 0.003042 1-way Shear (+X)0.250 psi 82.158 psi +1.40D PASS 0.003042 1-way Shear (-X)0.250 psi 82.158 psi +1.40D Detailed Results Rotation Axis & Xecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable -X +X RatioLoad Combination... , D Only 1.50 ksf 0.4944 ksf 0.4944 ksf 0.3300.0 in , +D+0.70E 1.50 ksf 0.0 ksf 1.127 ksf 0.7518.097 in , +D+0.5250E 1.50 ksf 0.03278 ksf 0.9561 ksf 0.6376.073 in , +0.60D 1.50 ksf 0.2967 ksf 0.2967 ksf 0.1980.0 in , +0.60D+0.70E 1.50 ksf 0.0 ksf 1.284 ksf 0.85613.496 in Rotation Axis & Overturning Stability Units :k-ft Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio , D Only None 0.0 k-ft Infinity OK , +D+0.70E 1.084 k-ft 2.611 k-ft 2.408 OK , +D+0.5250E 0.8132 k-ft 2.611 k-ft 3.211 OK , +0.60D None 0.0 k-ft Infinity OK , +0.60D+0.70E 1.084 k-ft 1.567 k-ft 1.445 OK Force Application Axis Sliding Stability Load Combination...StatusSliding Force Resisting Force Sliding SafetyRatio , D Only 0.0 k 0.4821 k No Sliding OK , +D+0.70E 0.1862 k 0.4821 k 2.589 OK , +D+0.5250E 0.1397 k 0.4821 k 3.452 OK , +0.60D 0.0 k 0.2892 k No Sliding OK , +0.60D+0.70E 0.1862 k 0.2892 k 1.553 OK Flexure Axis & Load Combination k-ft As Req'd Footing Flexure Tension @ Bot.Which Actual As Statusk-ft Mu Side ?or Top ?in^2in^2 in^2 Gvrn. As Phi*Mn , +1.40D 0.5774 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +1.40D 0.5774 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +1.20D 0.4949 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +1.20D 0.4949 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +1.20D+E 0.01376 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +1.20D+E 1.077 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +0.90D 0.3712 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +0.90D 0.3712 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +0.90D+E 0 -X Bottom 0.0216 Min Temp %0.2325 15.455 OK , +0.90D+E 1.076 +X Bottom 0.0216 Min Temp %0.2325 15.455 OK One Way Shear Units :k Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 0.25 0.25 0.25 82.158 0.003042psipsipsipsi OK +1.20D 0.2143 0.2143 0.2143 82.158 0.002608psipsipsipsi OK +1.20D+E 0.2143 0.2143 0.2143 82.158 0.002608psipsipsipsi OK +0.90D 0.1607 0.1607 0.1607 82.158 0.001956psipsipsipsi OK +0.90D+E 0.1607 0.1607 0.1607 82.158 0.001956psipsipsipsi OK 2000 W Alton Ave - 1011190907/9/2024 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 2800 Alton Ave.- - - 4 New 8'-8" exterior site wall (54 linear feet) and hardscaping (108 SF concrete and 86 SF pavers) for new shrine at existing sanctuary courtyard perimeter. 4 4 4 4 4 4 4 4 4 David Pfeifer 619 807-9356 04 22 2024 Santa Ana 2000 W Alton Ave - 1011190907/9/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ Updated: 06/02/2020 rs 2000 W Alton Ave - 1011190907/9/2024