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Home My WebLink About2612 S Griset Pl Unit #2 - PlanPREPARED: ANH PHAN Bldg #101120554 APPROVALS: PLNG - H. Jacinto BLDG - CSG POLICE - B. Martin PUBLCI WORKS - Y. Soto 2612 S Griset Pl Unit #23/17/2025 2612 S Griset Pl Unit #23/17/2025 PREPARED: ANH PHAN 2612 S Griset Pl Unit #23/17/2025 PREPARED: ANH PHAN 2612 S Griset Pl Unit #23/17/2025 PREPARED: ANH PHAN 2612 S Griset Pl Unit #23/17/2025 PREPARED: ANH PHAN 2612 S Griset Pl Unit #23/17/2025 PREPARED: ANH PHAN 2612 S Griset Pl Unit #23/17/2025 2612 S Griset Pl Unit #23/17/2025 2612 S Griset Pl Unit #23/17/2025 2612 S Griset Pl Unit #23/17/2025 2612 S Griset Pl Unit #23/17/2025 N1 CAL GREEN REQUIREMENTS Job # Sheet No.: Scale Date OWNER: SEAL: SHEET DESCRIPTION : 11/24/24 TAMMY DOAN 2612 S GRISET PL, SANTA ANA, CA 92704 714 - 981 - 9252 24020 DATE REVISIONSNO: REVISIONS 9636 GARDEN GROVE BLVD, #7 GARDEN GROVE, CA 92844 TEL: 714 - 487 - 7926 APDESIGNCA@GMAIL.COM AP DESIGN CONSULTING, INC Pr o j e c t f o r : NE W D E T A C H E D A D U 26 1 2 S G R I S E T P L , U N I T 2 ( A D U ) SA N T A A N A , C A 9 2 7 0 4 9/13/2024 PLAN CHECK 1 PREPARED: ANH PHAN 2612 S Griset Pl Unit #23/17/2025 T24.1 TITLE 24 - ADU Job # Sheet No.: Scale Date OWNER: SEAL: SHEET DESCRIPTION : 11/24/24 TAMMY DOAN 2612 S GRISET PL, SANTA ANA, CA 92704 714 - 981 - 9252 24020 DATE REVISIONSNO: REVISIONS 9636 GARDEN GROVE BLVD, #7 GARDEN GROVE, CA 92844 TEL: 714 - 487 - 7926 APDESIGNCA@GMAIL.COM AP DESIGN CONSULTING, INC Pr o j e c t f o r : NE W D E T A C H E D A D U 26 1 2 S G R I S E T P L , U N I T 2 ( A D U ) SA N T A A N A , C A 9 2 7 0 4 9/13/2024 PLAN CHECK 1 PREPARED: ANH PHAN 2612 S Griset Pl Unit #23/17/2025 Job # Sheet No.: Scale Date OWNER: SEAL: SHEET DESCRIPTION : 11/24/24 TAMMY DOAN 2612 S GRISET PL, SANTA ANA, CA 92704 714 - 981 - 9252 24020 DATE REVISIONSNO: REVISIONS 9636 GARDEN GROVE BLVD, #7 GARDEN GROVE, CA 92844 TEL: 714 - 487 - 7926 APDESIGNCA@GMAIL.COM AP DESIGN CONSULTING, INC Pr o j e c t f o r : NE W D E T A C H E D A D U 26 1 2 S G R I S E T P L , U N I T 2 ( A D U ) SA N T A A N A , C A 9 2 7 0 4 9/13/2024 PLAN CHECK 1 T24.2 TITLE 24 CONT. PREPARED: ANH PHAN 2612 S Griset Pl Unit #23/17/2025 Geotechnical Investigation Investigation and Report Detached Accessory Dwelling Unit (D-ADU) Located at: 2612 S Griset PL Santa Ana CA 92704 Project No.: 24-186 May 1, 2024 Priority Engineenng Group Priority Engineering Group 335 E. Blueridge Ave. Orange CA 92865 949-391-8200 priorityengineeringgroup09@gmail.com 2612 S Griset Pl Unit #23/17/2025 INDEX INTRODUCTION 1 SITE DESCRIPTION 1 SCOPE OF WORK 1 EXPLORATION AND FIELD INVESTIGATION PROGRAMS 1 LABORATORY TESTING PROGRAM 2 SUMMARY OF SOIL AND DESIGN PROPERTIES 2 BASIC SOIL PROPERTIES 2 MAX DENSITY 2 DIRECT SHEAR 2 BEARING VALUE 2 SOIL PRESSURE FACTORS 3 SEISMIC FACTORS 3 SOLUBLE SULFATE 3 EXPANSIVE SOIL 3 GROUNDWATER 4 LIQUEFACTION 4 SHRINKAGE AND SUBSIDENCE 4 SETTLEMENT 5 DRAINAGE 5 CONCRETE SLAB CONSTRUCTION 5 FOOTING DESIGN 5 FOUNDATION 5 PAVED AREAS 5 FLOOR SLABS 6 DRIVEWAYS AND PARKING AREAS 6 UTILITY TRENCHES 6 FILL PLACEMENT & COMPACTION REQUIREMENTS 6 ADDITIONAL SERVICES REQUIRED 7 CONCLUSION 7 INSPECTION 8 .. SEASONAL LIMITATIONS 8 GENERAL 8 Soi l Classification Chart A A Laboratory Testing Procedures Boring Log C1/C2 Maximum Density Curve D1/D2 Direct Shear E1/E2 Bearing Value Design Maps Summary Report Boring Location X Vicinity Map Lateral Earth Pressure Liquefaction Map 2612 S Griset Pl Unit #23/17/2025 2612 S Griset PL Santa Ma CA 92704 INTRODUCTION Priority Engineering has conducted a site inspection, made a physical test of on-site soils and prepared the following report of Geotechnical Investigation for the residential property located at 2612 S Griset PL Santa Ana CA 92704. The investigation was made to provide site evaluation and design data for the foundation of the proposed new detached accessory dwelling unit (D-ADU) to be constructed on the site. SITE DESCRIPTION The site, Assessor Parcel 412-324-53. Latitude 33.712271 Longitude -117.9016714 The site is a 6500 Sq ft rectangular shaped lot. The north property line is 142.39 ft long and south property lines is 104.66 ft long. The east property line is 57.09 ft long and west property lines is 104 ft long. The existing residence is a two story, 4 bedroom, 2.5 bathroom single family home, 1919 sq ft structure, built in 1976 with an attached garage. Surrounding houses are composed of single family, wood framed, residential structures on similar size lots. Rear yard has a perimeter block wall. SCOPE OF WORK Our scope of work consists of field and laboratory programs to evaluate the physical and engineering properties of the onsite soils. Description of the exploration and laboratory programs are presented below. EXPLORATION AND FIELD INVESTIGATION PROGRAMS On April 18, 2024, a field exploration was performed, which consisted of 2 borings, in the approximate location of the proposed ADU. Hole #1 was drilled to a depth of 10 ft. Equipment used was a hand operated power auger with extensions. Moisture tests taken at 15" was 14.8%, and at 32" was 28.7%. Ring samples taken at 5ft and bulk sample taken at 10 ft. for laboratory testing. The soil encountered was brown clay. The description of the subsurface soil and the depth of boring #1 are shown in Boring Log Cl. Hole #2 was drilled to a depth of 68". Equipment used was a hand operated power auger with extensions. Moisture tests taken at 12" was 12.6%, and at 26" was 25.1%. Ring samples taken at 3 ft and bulk sample taken at 5 ft. for laboratory testing. The soil encountered was brown clay. The description of the subsurface soil and the depth of boring #2 are shown in Boring Log C2. 1 2612 S Griset Pl Unit #23/17/2025 2612 S Griset PL Santa Ana CA 92704 LABORATORY TESTING PROGRAMS Samples of the in-situ soils recovered from the borings were used for our visual classification of the material and further laboratory testing to obtain data for foundation design and site preparation recommendations. The laboratory testing consisted of performing classification, strength (shear), determining in-situ dry density and moisture content; and determining the moisture-density relationship of major soils. Descriptions of test procedures are included in the Appendix of this report. The results of the testing are the basis for the conclusions and recommendations in the report. SUMMARY OF SOIL AND DESIGN PROPERTIES The following subsections and sections will present our detailed conclusions and recommendations for the development of the site. Basic Soil Properties Maximum Density The Maximum Density for the brown clay per (ASTM D1557) Boring #1 Boring #2 117.9 pcf @ 13.6% MC 113.2 pcf @ 12.8% MC For compaction control during excavation and recompaction of the on-site soils use: Boring #1 Boring #2 Direct Shear 106.11 pcf @ Optimum moisture 101.88 pcf @ Optimum moisture The Shear values for the brown clay per (ASTM D3080) Bearing Value Peak Ultimate Angle Boring #1 230 240 27° Boring #2 310 315 18° For design purposes 3100 psf 2 2612 S Griset Pl Unit #23/17/2025 2612 S Griset PL Santa Ana CA 92704 Soil Pressure Factors Earth Pressure Factors (1) 27 Maximum Dry Density= 117.9 y= 106.11 Active Earth Pressure Ka = 0.3755248059 Pa= 39.846937154 Passive Earth Pressure Kp= 2.6629399287 Pp= 282.5645558343 At Rest Kat= 0.5460095003 Pat= 57.9370680768 Seismic Factors Ss 1.297 Smi null Fa 1.2 PGA 0.555 Si 0.465 SDS 1.038 Fv null FPGA 1.2 Sms 1.556 SD1 null PGA m 0.666 A full list of Seismic factors is in the Attachment 'G' Soluble Sulfates The results of the limited in-house laboratory tests indicate that the on-site soils tested contain a water-soluble sulfate content of .16 by weight. Based on Table 19.3.1.1 of ACI 318-14, the Exposure Class Si is appropriate for onsite soils. Water cement ratio (0.50) shall be adjusted to produce a low slump (<3inches>) mix. Concrete specifications may be changed by the Structural Engineer. Type V cement is not required but is recommended for use. Strength should be 4000 psi. Expansive Soil The soil found on this site consists of clay. The soil found on the site is expansive. A modified test in the laboratory and the condition of the concrete paving and foundations on site show low signs of expansive reaction in the soil. Expansion index : 46 low 3 2612 S Griset Pl Unit #23/17/2025 2612 S Griset PL Santa Ana CA 92704 Groundwater Groundwater was encountered within the borings. Borehole #1 water was encountered at 33" and borehole #2 water was encountered at 28". Liquefaction Potential consequences of liquefaction or secondary liquefaction included hazards generally consist of differential settlement (vertical deformations), lateral movement/lateral spreading (horizontal defor- mations), oscillation, and reduction in foundation soil-bearing capacity (bearing failure). A sloping condition or drainage or stream channel does not exist at the site, therefore, lateral move- ment/lateral spreading, oscillation, etc, due to potential liquefaction are not anticipated to be credible hazards for the proposed new structure. Differential settlement due to liquefaction (and reduction in foundation soil-bearing capacity) is roughly estimated to be about 1/4 inch (for a horizontal distance of 40 feet). This is only a rough esti- mate. To reduce the potential adverse effects to the new structure due to potential liquefaction induced differ- ential settlement and/or reduction in foundation soil-bearing capacity, a strengthened foundation sys- tem with thicker and stronger reinforcement slabs and deeper and wider and stronger reinforcement footings as compared to a regular foundation system for a residential structure as recommended in this report should be used for the new structure. During our research, and in conversations with other Engineers and Contractors, it was discovered many of the new residences in the area have been designed and constructed with regular, shallow foot- ings with slabs on grade, not with strengthened foundation supports. Our belief is if the area would be liquefied due to a very strong earthquake, the potential for damage to the proposed new structure which will be structurally designed in accordance with new building codes, if any, would be much less severe than the existing on-site structure and existing homes in the vicinity. These homes were built and designed structurally based on old building codes. It should be noted that in accordance with SP117A, a detailed site-specific liquefaction study is not required since the proposed new structure is less than three stories and less than four units. Shrinkage and Subsidence Based on the in-place densities of the natural soil and assuming an average fi ll density of 92 percent relative compaction, calculations indicate that there will be a 5 percent decrease in volume between the cut and fi ll operations. In addition, it is estimated that there will be 0.15 of a foot of subsidence due to reworking the surface soils. 4 2612 S Griset Pl Unit #23/17/2025 2612 S Griset PL Santa Ana CA 92704 Settlement When constructed in accordance with the specifications in this report, total settlement is estimated to be 0.25 inch and differential settlement over a 20 foot span less than 0.25 inch. Drainage According to CBC 2022, Chapter 18, 1804.4, Site Grading, the ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than one unit vertical in 20 units horizontal (5 percent slope) for a minimum distance of 10 feet measured perpendicular to the face of the wall. If physical obstructions of lot lines prohibit 10 ft of horizontal distance, a 5 percent slope shall be provided at an approved alternative method of diverting water away from the foundation. Swales used for this purpose shall be sloped a minimum of 2 percent within 10 feet of the building foundation. Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2 percent away from the building. Concrete Slab Construction Footing Design Exterior and interior footings for a single story structure should be found 16 inches below the lowest adjacent grade with a minimum width of 12 inches. Two story structures shall have footings 24 inches below the lowest adjacent grade with a minimum width of 12 inches. Reinforcement should consist of four #4 reinforcing bars placed two at the top and two at the bottom of the footing. These reinforcing bars shall be positioned with minimum cover of 2 inches at the center of all continuous footings, properly lapped and tied. Foundation Over excavate all building areas three feet and three feet beyond foundation dimension, or to compe- tent insitu soils as determined by field test during excavation, whichever is deeper. Scarify exposed subgrade 8 inches and moisturize to optimum moisture content. Compact to minimum 90% density and replace soil in 8 inch lifts, moisturize and compact to minimum 90% of maximum density. Paved Areas- General Paved areas consist of concrete patios, sidewalks and driveways. There are different requirements for the preparation of each of these areas. Concrete patios are generally adjacent to the building itself. Proper preparation of the area for con- crete patios is extremely important. Improper compaction or preparation will permit cracks and settle- ment of the paving that are not acceptable. It is required that all areas for concrete patios be excavated 12 inches and recompacted to the proper density as described above. 5 2612 S Griset Pl Unit #23/17/2025 2612 S Griset PL Santa Ana CA 92704 Floor Slabs The concrete slab design shall be in accordance with the provisions of Cal Green 2022. It is recommended that concrete floor slabs in areas to be covered with moisture sensitive coverings, be constructed over a 10 mil plastic membrane. The plastic membrane should be properly lapped, sealed, and protected with 2 inches of sand. At a minimum, the floor slab shall be reinforced with # 4 reinforcing bars placed 18 inches on center throughout the entire slab and shall be placed in the center of a 5 inch slab. The subgrade soils tend to dry out prior to placing the floor slab, therefore, prior to placing concrete, the sub-grade soils shall be remoisturized to 90 % of optimum moisture to a depth of 12 inches. Driveways and Parking Areas Asphalt paving shall be a minimum of 2 inches of 1/2 inch maximum aggregate asphalt over 4 inches of 3/4 inch crushed rock, gravel or miscellaneous base. The sub grade shall be compacted to 95% minimum and the aggregate base shall be compacted to 90% of maximum density minimum. Concrete driveways and parking areas shall be constructed a minimum of 4 inches thick with construction joints at a maximum of 10 feet. Minimum reinforcement shall consist of #3 reinforcing bars crossing at 24 inches on center and placed in the center of the slab. The driveway shall be constructed over a minimum of 3 inches of crushed rock, gravel or miscellaneous base. Prior to placing concrete, the driveway sub-grade shall be saturated to 100% of optimum moisture to a depth of 12 inches. Utility Trenches The development of the site will obviously require utility trenches. Although these trenches are limited in scope, they present significant problems when they are not properly dug and properly backfilled. On site material may be used for utility line backfill. The backfill shall be compacted to 90% of max density. Fill placement and compaction requirements Material for engineered fill should be select free of organic material, debris, ad other deleterious sub- stances, and should not contain fragments greater than 3 inches in maximum dimension. On-site exca- vated soils that meet these requirements may be used to backfill the excavated Residential Building area. All fill should be placed in 6 inch thick maximum lifts, watered or air dried as necessary to achieve near optimum moisture conditions, and then compacted in place to a maximum relative compaction of 90%. The laboratory maximum dry density and optimum moisture content for each change in soil type should be determined in accordance with Test Method ASTM D 1557. A representative of the project consultant should be present on-site during grading operations to verify proper placement and compac- tion of all fill, as well as to verify compliance with the other geotechnical recommendations presented herein. 6 2612 S Griset Pl Unit #23/17/2025 2612 S Griset PL Santa Ana CA 92704 Additional Services Required Priority Engineering Group shall be called to provide the following services. All earthwork to be performed under the observation and testing of the Geotechnical Engineer or Engineering personnel reporting to the Geotechnical Engineer. All earthworks, including excavation, backfill and preparation of subgrade, should be performed in accordance with the geotechnical recom- mendations presented in this report. All import fi ll material to be approved by Geotechnical Engineer prior to importing to the site for use as compacted fi ll. Conclusion Development of the site, as proposed, is considered feasible from a Geotechnical Engineering perspec- tive, assuming the recommendations in this report are incorporated in the design and implemented in the field. When constructed in accordance with the specifications in this report the site will be safe and adequate for the intended use. 7 2612 S Griset Pl Unit #23/17/2025 2612 S Griset PL Santa Ana CA 92704 Inspection The Soils Engineer shall provide inspection for the site clearing and grading in order to certify that the grading was done in accordance with the approved plans and grading specifications. Seasonal Limitations No fi ll shall be placed, spread, or rolled during unfavorable weather conditions. When work is inter- rupted by heavy rains, fi ll operations shall not resume until the field tests by the Soils Engineer indi- cate the moisture content and density of the fi ll are as previously specified. General The recommendations contained in this report are based on the results of field investigation and labor- atory testing and represent our best engineering judgment. When prepared in accordance with the rec- ommendations, the site will be suitable and acceptable and safe and adequate for the proposed con- struction. It should be understood that subsurface conditions can and will vary throughout the site. Before providing bids, contractors shall make thorough explorations and findings. If soil conditions encoun- tered during grading differ substantially from those described in this report, this office should be noti- fied immediately so that appropriate recommendations can be made. This consultant is not responsible for any financial gains or losses accrued by persons/firms or any third party in this report. This report is issued with the understanding that it is the responsibility of the owner, or his/her representative, to ensure that the information and recommendations contained herein are called to the attention of the Project Architect and Engineer and are incorporated into the plans and specifications and that the necessary steps are taken to see that the Contractors and Subcontractors carry out such recommendations. Respectfully submitted, Priority Engineering Group George Bach RCE 11092 / GE 107 8 2612 S Griset Pl Unit #23/17/2025 APPEN DIX 2612 S Griset Pl Unit #23/17/2025 UNIFIED SOIL CLASSIFICATION SYSTEM • UNIFIED SOIL CLASSIFICATION AND SYMBOL CHART COARSE-GRAINED SOILS (more than 50% of material is larger than No. 200 sieve size.) .i,-.1. isiv _I GRAVELS More than 50% .., of coarse tz,..,:kk fraction larger Man No. 4 sieve size .4,- Clean Gw 4 . — GP ,.. . Gravels ---- — -,i GM Gravels (Less than 5% fines) Well-graded gravels, gravel-sand mixtures, little or no fines - Poorly-graded gravels, gravel-sand . mixtures., little or no fines with fines (More than 12% fines) Silty gravels, gravel-sand-silt mixtures Clayey gravels. gravel-sand-day , mixtures ........Sands (Less than 5% fines) . ..,_ SW Well-graded sands, gravely sands, little or no fines SANDS — 50% or more i . Poorly graded sands; gravelly sands. 3 SP • of coarse , ,' • little or no fines fraction smaller S!iiii# Otti fii.l.eisAifq,!th!rinli fines) than No 4 1,17 • sieve size p 1- 1— sands, send-silt mixtures ,,S_M . ..ry SC Clayey sands, sand-clay mixtures FINE-GRAINED SOILS (50% or more of material is smaller than No. 200 sieve size.) Inorganic silts and very fine sands, rock ML flour, silty of clayey fine sands or clayey SILTS slits with slight plasticity AND CLAYS Liquid limit less than 50% Inorganic clays of low to medium CL plasticity, gravelly days. sandy clays, silty days, lean clays Organic silts and organic silty days of low plasticity SILTS AND CLAYS Liquid limit 50% or greater Inorganic silts, micaceous or mH diatomaceous fine sandy or silty soils. elastic silts • - -- • CH Inorganic clays of high plasticity, fat days _.„,.. OH Organic days of medium to high plasticity, organic silts HIGHLY ORGANIC PT Peat and other highly organic soils SOILS 2612 S Griset PI Santa Ana Ca 92704 LABORATORY CLASSIFICATION CRITERIA GW D 60 D 30 Cu 4: C, between 1 3 = greater than _ and D10 Di 0 x D60 GP Not meeting all gradation requirements for GW GM Atterberg limits below "A" line or Pl less than 4 . Above "A" line with P.I. between 4 and 7 are borderline cases requiring use of dual symbols Atterberg limits above "A" line with P.I. greater than 7 SW 060 0 30 Cu "" than 4; C, between 1 3 - greater = and 0 10 - D10 x060 SP Not meeting all gradation requirements for GW sm Atterberg limits below "A" line or P.1. less than 4 Limits plotting in shaded zone with Pl. between 4 and 7 are borderline cases requiring use of dual symbols.SC " Atterberg limits above A" line with P.I. greater than 7 Determine percentages of sand and gravel from grain-size curve. Depending on percentage of fines (fraction smaller than No. 200 sieve size), coarse-grained soils are classified as follows: Less than 5 percent GW, GP. SW. SP More than 12 percent GM, GC, SM, SC 5 to 12 percent Borderline cases requiring dual symbols PLASTICITY CHART PL A S T I C I T Y IN D E X (P 1 ) (% ) 60 50 40 30 20 10 0 0 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT (LL) (%) CH CL A LINE PI ,-- 0 73(LL-20) MH&OH Cl*MIL ML&OL Soil Classification A 2612 S Griset Pl Unit #23/17/2025 Moisture/Density <ASTM D2216> d The filed density of the lolls-Wirs etermined by spiltbwel sampling. The sampler vas Equipped whrh 2 WI brass rings rind VMS driven manually. Settlement <MIA DE3080, The settlement camcterislics of the in-situ soil are determined by performing standard Consolidation tests on undisturbed specimens. The samples am tested in the original Sampler liner ring and the increment loads for consolIdIofl we applied for periods Of 24 hrs by means of a single counterbalance lever system. The pressure settlement Curves am shown on the attached plates. Shear Strength cASTMD3080> The shear strength of the soil is determined by performing direct sheer tests and Unconfined compression tests. The direct shear tests are performed on both undisturbed specimens and on samples Remolded to 90% of ASTIIA: D-1557-(Current Version) Method A. The samples are either Tested at in-situ moisture or are saturated to simulate the worst field condition and Sheared at a constant rate of 0.1 inches per minute. The relationship between normal Stress is shown on the attached Direct Shear Summery. The unconfined shear strength of selected undisturbed specimens and is determined in accordance with ASTM:DE-2188. These tests are performed at the existing moisture Content The results of the tests we shown on the Boring Logs. Maximum Density/Optimum MohniffecASTM D1557, • The maximum density relationship to optimum moisture was determined in accordance With ASTM:D1557-(Current Version) Method A(5 layer method). Expulsive index <AVM D4829> The exprinsive potential was determined in accordance with the 61Upansion Wax Test. Samples weremoided at 40% to 51% saturation using a specific gravity of 27. A total load of 12.63 Weis applied to the sample and allowed to consolidate for 10 mine. The sample is then saturated with distilled water and allowed to swell for a minimuni of 24hts. Soluble Sulfate CoMent cACI 3111:. 4ASTMC 1.580> The concentration of soluble sulfates In die soils is determined by measuring the optical density of a barium sulfate precipitate. The precipitate rem*, from a reaction of 'Barium chloride with water extractions from the poll lamplas. The measured optical density is correlated with a.calibratkm curve obtained from readings on precipitates Of known sulfate , tsincentradons.- Partici. Size Analysis of Soils icASTM D 422> The method covers the quendtative delanninerion of the distribution of particle sizes in soils. The distribution of particle sizes retained on the NO. 200 sieve•is determined by sieving while the distribution by a sedimentation process, using a hydrometer to secure the necessary' 2612 S Griset PI Santa Ana Ca 92704 Laboratory Testing Procedures B 2612 S Griset Pl Unit #23/17/2025 A I B I C I D I E ,F G H I I i Surface Elevation Comments -7"' -3- 4 b -5--14.8 Moisture @ 15 14.8% / -8-- -9—P 10 lan sand, very moist, dense 11 non sticky, non laStic -IT -1-3- -1-2r-28,! Moisture .i) 32" 28./0/0 lb -Ts—Wet 0 33 1/ 18 19 ZU 21 -2r - -Ring sample (co 60" -24-c- -25----33"- /8" 26 Brown clay, wet, 77--sticky, plastic, hard -28- -29-1- '-'30-- 31 77 ---, 33 t 2r 38 38 31 -38- brown clay, wet -39-- very sticky, plastic, hard -47 - -Tr -Pr- —PT] 13,ulk sample (ci) 120 -TT end ot boring 120" -21E-- --47- -4'9-- -50-- ,-- 52 Drilled by: Ariel Logged by: Richard 53 'Re l a t i v e Co m p a c t i o n % Ma x De n s i t y (P d ) Dr y De n s i t y (p c Mo i s t u r e (% ) Pe n e t r a t i o n (N ) De p t h (f t . ) Ma t e r i a l Sy m b o l Date Drilled 4/22/2024 Boring Diameter 6" 54 Date Backfilled 4/22/2024 Drill Type gas auger 55 Groundwater 33" Max. Depth 10' 56 2.5 ring 1 set Boring # 1 2612 S Griset Pi Santa Ana Ca 92704 Boring Log Cl 2612 S Griset Pl Unit #23/17/2025 A I B I C I D I E IF G H I J , K L —2--,-3-- -4-- -5-- Surface Elevation 1 Comments , U-4" 6 Dark brown top soil 1 ----r —'Moisture -13--11.6 (g) 11" - 11.6% 9 7-cr--. 11 72--_ -re-Ian sand, very moist, lb non sticky, non plastic lb T 11 15.1 Moisture (91 16" - 15.1% 16 19 20 21 22 13 1-22r -Ring sample (g) b" " 2b —10 16-66" 27 Medium brown c ay, wet 26 1-77— 1— sticky, plastic • water at 18" 30 31 1 I . 32 , 4-- 34 35 _ 36 31 39 40 T i bulk sample (g) 60" 41 • .______, 42 -43—, end ot boring 66 -44-- 45 -46- --41 46 -49-- b b() I •.1 I 52 1 Drilled by: Ariel Logged by: Richard 53 I . Re l a t i v e Co m p a c t i o n % Ma x De n s i t y (p c f ) Dr y De n s i t y (p c Mo i s t u r e (0/0 ) Pe n e t r a t i o n (N ) 1De p t h (f t . ) Date Drilled 4/22/2024 Boring Diameter 6" 54 Date Backfilled 4/22/2024 Drill Type gas auger 55 er i a l lb o l Groundwater 28" Max. Depth 68" 56 • 2.5 ring 1 set Boring # 2 2612 S Griset PI Santa Ana Ca 92704 Boring Log C2 2612 S Griset Pl Unit #23/17/2025 i JOB NAME : PRIORITY ENGINERING JOB NUMBER: 107624-3001 I j SAMPLE NUMBER: TESTED BY : RMC SAMPLE LOCATION: 2612 S Griset PL Santa Ana CA 92704 DATE : April 30, 2024 BROWN SANDY CLAY (CL) SAMPLE DESCRIPTIONS / CLASSIFICATION : TEST STANDARD: TRIAL NUMBER WATER ADDED, (m1) ASTM D1557 - 12 WT. OF SOIL + MOLD, (g) 3989 VVT.OF MOLD, (g) 2038 WT. OF WET SOIL, (g) 1951 WET DENSITY, WO CAN NUMBER WET SOIL + TARE, (g) DRY SOIL + TARE, (g) TARE, (g) DRY SOIL, (g) WATER, (g) MOISTURE CONTENT, (%) DRY DENSITY, (pcf) DR Y DE N S I T Y (p c f ) 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 7 8 METHOD: 3 4 5 DIAMETER OF MOLD : 4 in. 0 75 \VOLUME OF MOLD : 0.0333 ft.3 4078 4049 SCALPED ON SIEVE SIZE / NO.: #4 2038 2038 PERCENT RETAINED, ( % ) : <5 2040 2011 MAXIMUM DRY DENSITY : 117.9 pcf. 134.9 133.0 OPT. MOISTURE CONTENT: 13.6 % FOR OVERSIZE CORRECTION (ASTM D4718-232 734.5 762.9 693.1 %,Finer Fraction,(Pf) = % Moisture = 582.6 64.2 116.2 9 587.0 87.6 117.4 10 513.5 90.2 113.1 11 2612 5 Griset Pi Santa Ana Ca 92704 12 13 14 %,Oversize Fraction,(Pc) = <5 Assumed S.G. = 2.64 Corrected MDD of Total Materials, (pcf) = Correded OMC of Total Materials, (%) = 15 Remarks: MATERIAL WAS RECYCLED 16 17 18 19 Maximum Density D1 20 2612 S Griset Pl Unit #23/17/2025 OZ za Alistiaa wnwptevi 6 9L 9 L P1 CI zI. i.I. POLZ6 3euV elueS Idosp9stot Ol 6 8 9 ••• l • 11 9 •••• 'JO S OLZ = JOS 1B L01. 901. 601. 014 I.1.1. CII. - P1.1. 914 - 914 - L 'M A M P Z -rT r r ' s 1.E1.1. 1.114 (pd) ‘A_LISN30 Aid0 • 091. (%) ‘.1.N3IN00 3MCIISI0L4d : sliewa8 L L9 8.99 • L'09 (6) '213.1.VAA (6) '110S A?:J0 914 = (/0) ‘SlePaleV4 1910110 MO P418.1100 9.8179 0 'V 6 17 17'1709 .91.1, = (pd) '8181.1818AI 1840i j0 CICHAJ papaw° 9'88 6.Z8 1.68 (6) '321V1 1797 = PownssV 001. = edruopeid ezpeA0'% 1.1E9 69L8 9t69 (6) '31:1V1 +1109 A1:10 C'e = einIspyv % 0'06 = (Id)uollosid .191.11d'% 9.t7ZL L 17 9 Z 17 9 (6) + 110S13AA 1.2 Z1.8 E1.9 1:1381111N NVO I (L0-8 Ilt0 INISV) NOI1OH2:100 3ZIS?:13A0 1:10d % 871 .LN31N00 atinislow '140 Z.8Z1. z.z31.(pd) `A.LISN3C113AA •pd kLISN3a Atm WrIINIXVIN 001. ( % ) O3NIV13U 1N3Odad 6C6 I. 8E61. 81791. (6) '110S .I.3M JO *1M L 0 Z L 7 0 Z Li703 (6) '010l1 JO LA "8/E 'ON,/ 3ZIS 3A3IS NO 03d1VOS 986E 986E 968E (6) 'criow + -nos JO _UN CCE0'0 C17011 dO 311MOA OL 0 (1w) .0300V 2:131V/V1 •u! 0101A1d0 t131.31/4VICI 1._ 2:1391AU1N WWI 8 - L991,0 IALLSV :aNCINVIS.133.1. AY10 AONVS NMOHEI N0LIVOIJISSV19 / SN0I1d1HOS30 31c1INVS P0 '05 31V0 P0LZ6 VO euV ewes id lesPO S ZISZ NOLLV001" 31dIANS 01N2:1 A8 C13183.1 H3EwunN 31d141VS 1,00E-tZ9L01. :2:13814111N EICV 9NIU33NION3 NOM 901' t(Y.1 2612 S Griset Pl Unit #23/17/2025 Project Name : Priority Engineering Boring / Sample No Sample Descriptions / Classification : Depth : ft Brown Sandy Clay Applied Normal Load (ksf) 1.0 2.0 4.0 Shear Stress,Peak (ksf) 0.744 1.320 2.350 Shear Stress,Ultimate(ksf) 0.732 1.320 2.308 Density and Saturation Initial Final Initial - Final Initial Final Wet Wt. of Soil + Ring (g) 170.71 194.1 170.0 192.3 170.9 193.6 Dry Wt. of Soil + Ring ( g) 164.2 163.3 164.3 Weight of Water (g) 6.5 29.9 6.6 29.0 6.6 29.3 Weight of Ring (9) 45.1 42.4 43.7 Weight of Dry Soil (g) 119.1 120.9 120.5 Moisture Content ( % ) 5.5 25.1 5.5 24.0 5.5 24.3 Wet Density (pcf) 104.3 123.7 105.9 124.4 105.6 124.4 Dry Density (pcf) 98.9 100.4 100.1 Specific Gravity (Assumed) 2.68 Specimen Thickness (in) 1.00 Specimen Diameter (in) 2.416 Degree of Saturation (%) 21.3 97.3 22.1 96.4 22.0 97.2 Void Ratio 0.692 0.666 0.671 ' Lateral Displacement, dh (in) 0.3 Displacement Rate, dr (in/min) 0.02 Elapsed Time of Test, te (min) 15.00 Sp e c i m e n Undisturbed X Remolded Reconstituted - SH E A R ST R E S S (k s i ) SHEAR STRESS PEAK ULTIMATE Cohesion, c (psf) 230 240 Friction Angle, (li (degree) 28.0 27.5 60 50 40 30 20 1.0 00 • PEAK A ULTIMATE 00 10 20 30 40 NORMAL STRESS (ksf) 50 60 2612 S Griset PI Santa Ana Ca 92704 Project No. : Tested By: Sampled By : 107624-3001 RMC Date: April 30, 2024 Date: ) CM) SH E A R ST R E S S (p s f ) o 0 o ) o 0 o N c - .1 ._ .... . _ - - i r -1, i i ........ . .. ..._ .._. Li_ _ .r. J 0 01 02 0.3 LATERAL DISPLACEMENT (in) Remarks : 2612 S Griset PL Santa Ana CA 92704 Direct Shear El 2612 S Griset Pl Unit #23/17/2025 Project Name : Boring / Sample No : Priority Engineering Sample Descriptions / Classification : Depth : ft Brown Sandy Clay Applied Normal Load (ksf) 1.0 2.0 4.0 Shear Stress,Peak (ksf) 0.684 0.972 1.718 Shear Stress,Ultimate(ksf) 0.672 0.960 1.676 Density and Saturation Initial Final Initial Final Initial Final .. Wet Wt. of Soil + Ring (g) 168.26 185.3 172.5 189.6 171.9 188.0 Dry Wt. of Soil + Ring ( g) 154.3 158.7 157.8 Weight of Water (g) 13.9 30.9 13.9 31.0 14.1 30.1 Weight of Ring (9) 41.3 45.9 43.5 Weight of Dry Soil (g) 113.1 112.7 114.3 Moisture Content ( % ) 12.3 27.3 12.3 27.5 ' 12.3 26.3 Wet Density (pcf) 105.4 119.6 105.1 119.3 106.6 119.9 Dry Density (PO 93.9 93.6 94.9 Specific Gravity (Assumed) 2.68 Specimen Thickness (in) 1.00 Specimen Diameter (in) 2.416 Degree of Saturation (%) 42.2 93.8 41.9 93.5 43.3 92.6 Void Ratio 0.781 0.787 0.762 Lateral Displacement, dh (in) 0.3 Displacement Rate, dr (in/min) 0.02 Elapsed Time of Test, te (mm ) 15.00 Sp e c i m e n Undisturbed X Remolded - Reconstituted - SH E A R ST R E S S (k a t ) SHEAR STRESS PEAK ULTIMATE Cohesion, c (psf) 310 315 Friction Angle, 4) (degree) 19.0 18.5 60 5.0 4.0 3.0 2.0 • PEAK • ULTIMATE 1.0 - 0.0 00 10 20 30 40 NORMAL STRESS (ksf) 50 60 Project No. : Tested By: Sampled By: 107624-3001 RMC Date: April 30, 2024 Date: 2000 ..., - .... 1800 • ..,. IL I 1600 -.... III 1400 F, o. - ,z) .-) 1.1 1200 _ _ _ ..- cc I-in cc < w I in , 1000 Al /11 1 II IM 800 _ - 600 - - 400 -- - II _ 200 j t , i_ 0 0 1 0 2 0.3 LATERAL DISPLACEMENT (in) Remarks : 2612 S Griset PL Santa Ana CA 92704 2612 S Griset PI Santa Ana Ca 92704 Direct Shear E2 2612 S Griset Pl Unit #23/17/2025 BEARING VALUE • 40 .41 .1 4 -0 V 1 Iva 70 60 50 40 30 210 113 Val use of Plc end Ng Now. filcrr qo = M cNic 2 1/1 5=1 D=1 (106.11 —2 — Test Pit results DEPTH: 10' SOIL TYPE: Clay 20 40 60 80 100 120 Vai ues of N1 MY ^(DNq width + cohesion + surcharge c= 240 11= 106.11 Nq= 17 Nor= .17 isle 28 F.S.= 3 X ) ( 240 X 28 ) + (106.11 X 17 ) 9'425.80517 4-3 = 3,141.935 Use: 3,100 lb/ft2 2612 S Griset PI Santa Ana Ca 92704 Bearing Value 2612 S Griset Pl Unit #23/17/2025 2612 S Griset PI, Santa Ana, CA 92704, USA Latitude, Longitude: 33.712271, -117.9016714 Fairview Green Apartments 9 Zeke's Tacos Catering W Adams St Cherry Creek Apartments G gl Date Design Code Reference Document Risk Category Site Class Type Value Ss 1.297 S1 0.465 Sms 1.556 Smi null -See Section 11.4.8 SiDs 1.038 S01 null -See Section 11.4.8 pu a s u m o i s W Knox Ave 4/17/2024, 8:19:45 PM ASCE7-16 D - Default (See Section 11.4.3) Je l t i a 0 S 4 - W Adams St McFadden Institut of Technolog Map dati Description MCER ground motion. (for 0.2 second period) MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA .------ -----..---- Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.555 MCEG peak ground acceleration F pGA 1.2 Site amplification factor at PGA PGAm 0.666 Site modified peak ground acceleration 'II 8 Long-period transition period in seconds SsRT 1.297 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.405 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.802 Factored deterministic acceleration value. (0.2 second) S1RT 0.465 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.503 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.617 Factored deterrninistic acceleration value. (1.0 second) PGAd 0.738 Factored deterministic acceleration value. (Peak Ground Acceleration) PGAuH 0.555 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration CRS 0.923 Mapped value of the risk coefficient at short periods CR1 0.923 Mapped value of the risk coefficient at a period of 1 s Cv 1.359 Vertical coefficient 2612 S Griset PI Santa Ana Ca 92704 Design Maps Report 2612 S Griset Pl Unit #23/17/2025 I' EXISTING SITE PLAN MALE: IN,141 PROPOSED SITE PLAN VO L Z 6 e) eu V el u e S Id la t° no 1.-- \- Vs if oC7 GRISET PL 2812 S Octet Pt, Santa Ma, CA 92704 GRISET PL R ." 2612 S Griset PI, Santa Ana, CA 92704 (SCALE. 1/5,1,01 2612 S Griset Pl Unit #23/17/2025 2612 S Griset Pl Unit #23/17/2025 Soil Pressure Factors Earth Pressure Calculations 27 ° Maximum Dry Density = 117.9 y = 106.11 pcf Active Earth Pressure Ka = 0.3755248059 Pa= 39.846937154 Passive Earth Pressure Kp= 2.6629399287 Pp= 282.5645558343 At Rest Kat= 0.5460095003 Pat= 57.9370680768 2612 S Griset PI Santa Ana Ca 92704 Lateral Earth Pressure 2612 S Griset Pl Unit #23/17/2025 2612 S Griset PI, Santa Ana, CA X Show search; results for 2612 S Griset... 26:40 Address: 2612 S GRISET PL APN 412-324-53 City SANTA ANA Address 2612 S GRISET PL Fault Zone This parcel is NOT WITHIN an Earthquake Fault Zone. Liquefaction All or a portion of this parcel Zone LIES WITHIN a Liquefaction Zone. Landslide This parcel is NOT WITHIN a Zone Landslide Zone. Zoo n 1.) Mornitli Sun woi 232'; 2612 S Griset PI Santa Ana Ca 92704 Liquefaction Map 2612 S Griset Pl Unit #23/17/2025 DATE:8/12/2024 2612 S GRISET PL, UNIT 2 (ADU) SANTA ANA, CA 92704 STRUCTURAL CALCULATIONS FOR Pro ect: NEW DETACHED ADU ADDRESS: Page 1 of 21 2612 S Griset Pl Unit #23/17/2025 Project:NEW DETACHED ADU Address:2612 S Griset Pl, Unit 2, Santa Ana, CA 92704 DATE: 08/12/24 ROOF:SHINGLE Slope 4:12 Live Load 20 psf Roof'g Material 10 psf Sheathing 1.5 psf Trusses / Rafters 1.5 psf Ceiling Joists 1.5 psf Drywall 1.5 psf Sprinkler 0.5 psf Solar 3.0 psf Miscellaneous 0.5 psf Total D.L.20 psf Total Load 40 psf EXTERIOR WALL: EXTERIOR:9 DRYWALL:3.0 STUDS:2.0 MISC.:1.0 DL=15.0 PSF INTERIOR WALL: DRYWALL:3 DRYWALL:3.0 STUDS:2.0 MISC.:2.0 DL=10.0 PSF LOADING CONDITIONS Page 2 of 21 2612 S Griset Pl Unit #23/17/2025 ASCE Hazards Report Address: 2612 S Griset Pl Santa Ana, California 92704 Standard:ASCE/SEI 7-16 Latitude:33.712264 Risk Category:II Longitude:-117.901662 Soil Class:D - Default (see Section 11.4.3) Elevation:40.49065361525468 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Mon Aug 12 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Mon Aug 12 2024 Page 3 of 21 2612 S Griset Pl Unit #23/17/2025 SS : 1.297 S1 : 0.465 F a : 1.2 F v : N/A SMS : 1.556 SM1 : N/A SDS : 1.038 SD1 : N/A T L : 8 PGA : 0.555 PGA M : 0.666 F PGA : 1.2 Ie : 1 C v : 1.359 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Mon Aug 12 2024 Page 2 of 3https://ascehazardtool.org/Mon Aug 12 2024 Page 4 of 21 2612 S Griset Pl Unit #23/17/2025 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 3 of 3https://ascehazardtool.org/Mon Aug 12 2024 Page 5 of 21 2612 S Griset Pl Unit #23/17/2025 DESIGN AND MATERIAL SPECIFICATIONS (OC) BUILDING CODE: CBC 2022 Fb F F E BEAMS 5" OR MORE THICK - NO. 1 1350 675 85 1.6 POSTS 5" OR MORE THICK - NO. 1 1350 675 85 1.6 P.S.L BEAMS ESR - 1387 2900 2025 290 2 DOUGLAS FIR - LARCH - NO. 2 875 575 95 1.6 REINFORCING STEEL:STM A615, GRADE 40 STRUCTURAL STEEL:GRADE A36 FOUNDATIONS: SSUME SOIL PRESSURE IS 1500 PSF CONCRETE:2500 PSI UNLESS OTHERWISE SPECIFIED MASONRY:1900 PSI GROUT : TYPE M LUMBER: ALL STRUCTURAL MEMBERS SHALL BE DOUGLAS FIR-LARCH UNLESS Page 6 of 21 2612 S Griset Pl Unit #23/17/2025 Level Member Name Results (Max UTIL %)Current Solution Comments R1: 2X6 R.R. @ 16" O.C.Passed (98% ΔT)1 piece(s) 2 x 6 DF No.2 @ 16" OC C1: 2X6 C.J. @ 16" O.C.Passed (100% ΔT)1 piece(s) 2 x 6 DF No.2 @ 16" OC BM1: BEAM AT DINING Passed (71% M)1 piece(s) 4 x 12 DF No.1 BM2: BEAM AT KITCHEN Passed (73% R)1 piece(s) 4 x 12 DF No.1 BM3: BEAM AT BED #3 Passed (54% M)1 piece(s) 4 x 10 DF No.2 BM4: HEADER AT BED #3 Passed (78% M)1 piece(s) 4 x 8 DF No.2 24020 - 2612 S Griset Pl JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 8/12/2024 4:06:59 PM UTC Anh Phan AP DESIGN (714) 487-7926 anhtuanxd04@gmail.com ForteWEB v3.8 File Name: 24020 - 2612 S Griset Pl Page 1 / 7 Page 7 of 21 2612 S Griset Pl Unit #23/17/2025 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)306 @ 2 1/2"2231 (3.50")Passed (14%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)272 @ 8 11/16"1238 Passed (22%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)920 @ 6' 5"1060 Passed (87%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.476 @ 6' 5"0.654 Passed (L/330)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.853 @ 6' 5"0.873 Passed (L/184)--1.0 D + 1.0 Lr (All Spans) Member Length : 13' 8 3/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 4/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - SPF 3.50"3.50"1.50"135 171 306 Blocking 2 - Beveled Plate - SPF 3.50"3.50"1.50"135 171 306 Blocking •Maximum allowable bracing intervals based on applied load. •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 8" o/c Bottom Edge (Lu)13' 6" o/c Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(1.25)Comments 1 - Uniform (PSF)0 to 12' 10"16"15.0 20.0 Default Load Member Notes 2X6 R.R. @ 16" O.C. (MAX SPAN 12'-3") Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by AP DESIGN Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Level, R1: 2X6 R.R. @ 16" O.C. 1 piece(s) 2 x 6 DF No.2 @ 16" OC ForteWEB Software Operator Job Notes 8/12/2024 4:06:59 PM UTC Anh Phan AP DESIGN (714) 487-7926 anhtuanxd04@gmail.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: 24020 - 2612 S Griset Pl Page 2 / 7 Page 8 of 21 2612 S Griset Pl Unit #23/17/2025 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)182 @ 2 1/2"2231 (3.50")Passed (8%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)166 @ 9"1238 Passed (13%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)741 @ 8' 6 1/2"1060 Passed (70%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.696 @ 8' 6 1/2"0.833 Passed (L/287)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)1.113 @ 8' 6 1/2"1.111 Passed (L/180)--1.0 D + 1.0 Lr (All Spans) Member Length : 17' 1" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"68 114 182 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"68 114 182 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 10" o/c Bottom Edge (Lu)17' 1" o/c Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(1.25)Comments 1 - Uniform (PSF)0 to 17' 1"16"6.0 10.0 Member Notes 2X6 C.J. @ 16" O.C. (MAX SPAN 16'-6") Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by AP DESIGN Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Level, C1: 2X6 C.J. @ 16" O.C. 1 piece(s) 2 x 6 DF No.2 @ 16" OC ForteWEB Software Operator Job Notes 8/12/2024 4:06:59 PM UTC Anh Phan AP DESIGN (714) 487-7926 anhtuanxd04@gmail.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: 24020 - 2612 S Griset Pl Page 3 / 7 Page 9 of 21 2612 S Griset Pl Unit #23/17/2025 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1810 @ 0 3281 (1.50")Passed (55%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1520 @ 1' 3/4"5906 Passed (26%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)5996 @ 6' 7 1/2"8459 Passed (71%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.196 @ 6' 7 1/2"0.442 Passed (L/809)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.268 @ 6' 7 1/2"0.663 Passed (L/592)--1.0 D + 1.0 Lr (All Spans) Member Length : 13' 3" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"485 1325 1810 None 2 - Trimmer - SPF 1.50"1.50"1.50"485 1325 1810 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' 3" o/c Bottom Edge (Lu)13' 3" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 13' 3"N/A 10.0 -- 1 - Uniform (PSF)0 to 13' 3"10'6.3 20.0 Default Load Member Notes BEAM AT DINING Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by AP DESIGN Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Level, BM1: BEAM AT DINING 1 piece(s) 4 x 12 DF No.1 ForteWEB Software Operator Job Notes 8/12/2024 4:06:59 PM UTC Anh Phan AP DESIGN (714) 487-7926 anhtuanxd04@gmail.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: 24020 - 2612 S Griset Pl Page 4 / 7 Page 10 of 21 2612 S Griset Pl Unit #23/17/2025 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2384 @ 11' 9"3281 (1.50")Passed (73%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)2210 @ 10' 8 1/4"5906 Passed (37%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)5534 @ 8' 2 13/16"8459 Passed (65%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.103 @ 6' 4 3/16"0.392 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.190 @ 6' 2 11/16"0.587 Passed (L/743)--1.0 D + 1.0 Lr (All Spans) Member Length : 11' 9" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"710 634 1344 None 2 - Trimmer - SPF 1.50"1.50"1.50"988 1396 2384 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)11' 9" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 11' 9"N/A 10.0 -- 1 - Uniform (PSF)0 to 11' 9"3'21.1 20.0 Default Load 2 - Uniform (PSF)0 to 11' 9"2'15.0 - 3 - Point (lb)9' 3"N/A 485 1325 Member Notes BEAM AT KITCHEN Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by AP DESIGN Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Level, BM2: BEAM AT KITCHEN 1 piece(s) 4 x 12 DF No.1 ForteWEB Software Operator Job Notes 8/12/2024 4:06:59 PM UTC Anh Phan AP DESIGN (714) 487-7926 anhtuanxd04@gmail.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: 24020 - 2612 S Griset Pl Page 5 / 7 Page 11 of 21 2612 S Griset Pl Unit #23/17/2025 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1037 @ 0 3281 (1.50")Passed (32%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)879 @ 10 3/4"4856 Passed (18%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)3045 @ 5' 10 1/2"5615 Passed (54%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.070 @ 5' 10 1/2"0.392 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.205 @ 5' 10 1/2"0.587 Passed (L/688)--1.0 D + 1.0 Lr (All Spans) Member Length : 11' 9" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"684 353 1037 None 2 - Trimmer - SPF 1.50"1.50"1.50"684 353 1037 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)11' 9" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 11' 9"N/A 8.2 -- 1 - Uniform (PSF)0 to 11' 9"3'21.1 20.0 Default Load 2 - Uniform (PSF)0 to 11' 9"3'15.0 - Member Notes BEAM AT BED #3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by AP DESIGN Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Level, BM3: BEAM AT BED #3 1 piece(s) 4 x 10 DF No.2 ForteWEB Software Operator Job Notes 8/12/2024 4:06:59 PM UTC Anh Phan AP DESIGN (714) 487-7926 anhtuanxd04@gmail.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: 24020 - 2612 S Griset Pl Page 6 / 7 Page 12 of 21 2612 S Griset Pl Unit #23/17/2025 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1818 @ 5' 6"3281 (1.50")Passed (55%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1484 @ 4' 9 1/4"3806 Passed (39%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)2931 @ 3' 3"3737 Passed (78%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.037 @ 2' 9 3/8"0.183 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.083 @ 2' 9 7/16"0.275 Passed (L/791)--1.0 D + 1.0 Lr (All Spans) Member Length : 5' 6" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"897 749 1647 None 2 - Trimmer - SPF 1.50"1.50"1.50"1005 814 1818 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 6.4 -- 1 - Uniform (PSF)0 to 5' 6"11'21.1 20.0 Default Load 2 - Point (lb)3' 3"N/A 591 353 Member Notes HEADER AT BED #3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by AP DESIGN Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED Level, BM4: HEADER AT BED #3 1 piece(s) 4 x 8 DF No.2 ForteWEB Software Operator Job Notes 8/12/2024 4:06:59 PM UTC Anh Phan AP DESIGN (714) 487-7926 anhtuanxd04@gmail.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: 24020 - 2612 S Griset Pl Page 7 / 7 Page 13 of 21 2612 S Griset Pl Unit #23/17/2025 Page 14 of 21 2612 S Griset Pl Unit #23/17/2025 WIND LOAD (ASCE 7-16 MWFRS) Analysis Method Analytic Directional Procedure Basic Wind Speed (ultimate) 95.00 MPH Topography Factor Kzt =1.00 Directionality Factor Kd =0.85 Gust Effect Factor G = 0.85 Internal Pressure Coefficients (GCpi) =0.18 -0.18 Roof Pitch 4.00 :12 18.43 DEG Roof Eve Height 9.000 ft Peak Roof Height 13.250 ft Mean Roof Height 11.125 ft Terrain Exp. Category C Building Length, Parallel to wind direction, L= 55.83 ft L/B = 2.79 Builing Width, Perpendicular to wind direction, B = 20 ft h/L = 0.20 Elevation Ht. 40.49 ft Ke =1.00 α = 9.5 zg = 900 Velocity Pressures q z =.00256K z K zt K K e V Height (ft)Kz Kzt Kd Ke V (MPH)qz 9.00 0.849 1.00 0.85 1.00 95.00 16.65 11.13 0.849 1.00 0.85 1.00 95.00 16.65 11.125 0.849 1.00 0.85 1.00 95.00 16.65 0.849 1.00 0.85 1.00 95.00 16.65 0.849 1.00 0.85 1.00 95.00 16.65 0.849 1.00 0.85 1.00 95.00 16.65 Design Pressures p = qGC p - q h (GC pi ) Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD. Transverse Direction: z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi) 11.13 16.65 0.80 11.32 8.32 14.32 0.00 16.65 0.80 11.32 8.32 14.32 0.00 16.65 0.80 11.32 8.32 14.32 0.00 16.65 0.80 11.32 8.32 14.32 11.13 16.65 -0.26 -3.68 -6.68 -0.69 Windward Roof (Positive)11.13 16.65 0.14 1.94 -1.05 4.94 Windward Roof (Negative)11.13 16.65 -0.36 -5.13 -8.13 -2.13 11.13 16.65 -0.57 -8.05 -11.04 -5.05 -9.99 -9.99 8.00 Longitudinal Direction: z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi) 11.13 16.65 0.80 11.32 8.32 14.32 0.00 16.65 0.80 11.32 8.32 14.32 0.00 16.65 0.80 11.32 8.32 14.32 0.00 16.65 0.80 11.32 8.32 14.32 11.13 16.65 -0.50 -7.07 -10.07 -4.08 Windward Roof (Positive)11.13 16.65 -0.07 -0.99 -3.99 2.00 Windward Roof (Negative)11.13 16.65 -0.53 -7.47 -10.46 -4.47 11.13 16.65 -0.57 -8.10 -11.09 -5.10 -7.10 -7.10 8.00 Longitudinal Transverse 1 11.125 2.125 9.00 100 83 Windward Wall Leeward Wall Leeward Roof Total Roof load, pr = MIN (SIN* pr , 8) = Level Height Height Above Below Wind Load (plf) Windward Wall Leeward Wall Leeward Roof Total Roof load, pr = MIN (SIN* pr , 8) = Page 15 of 21 2612 S Griset Pl Unit #23/17/2025 SEISMIC LOAD ASCE 7-16 Risk Category II Importance Factor (I) 1.00 Site Class D - Default Seismic Design Category D Response Spectral Acc. (0.2 sec) (Ss) =1.297 Response Spectral Acc. (1.0 sec) (S1) =0.465 Fa =1.200 Fv =1.835 Max. Considered earthquake acc. SMS 1.556 Max. Considered earthquake acc. SM1 0.853 Design spectral acc. At short period S DS 1.038 Design spectral acc. at 1s period SD1 0.569 Response modification coefficient (R) 6.5 System overstrength coefficient (Ω) 2.5 Building period coeficient (CT) =0.02 Building Height (ft) 13.25 (65ft maximum) Building period T=Ta (sec)0.139 Long Period Transition Period (TL) =8 Minimum Cs 0.046 Maximum Cs 0.630 Seismic response coefficient C s 0.160 Adjusted Cs 0.160 Design Base Shear V = 0.16W Page 16 of 21 2612 S Griset Pl Unit #23/17/2025 BUILING WEIGHT Section Roof/ Floor Weight: P floor = A*(Q partion + Q floor/roof) Wall Weight Pwall = Qwall * hwall *L perimeter Area (A) = 1000 sqft Qwall = 15 psf Q partion = 5 psf hwall = 4.5 ft Q floor/roof = 20 psf Lperimeter = 151.67 ft P floor = 25000 lbs Pwall = 10237.725 lbs Cs =0.160 ta =0.139 Total Weight, W = 35238 lbs k =1.000 V = CsW = 5627 lbs SDS =1.038 Shear Wall Force Linear Forces for Shear Wall hxwx Area Qe (psf) Section hx (ft)wx (lbs)hxwx (ft-lbs)hxwx CvxV 9.0 35,238 317140 1.00 5,627 1000 5.63 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0 Page 17 of 21 2612 S Griset Pl Unit #23/17/2025 SH E A R L I N E L O A D St o r y S e c t i o n Qe ( p s f ) Lo n g . ( p l f ) T r a n . ( p l f ) 1 A 5. 6 3 1 0 0 8 3 0 0 . 0 0 Lo n g i t u d i n a l Se i s m i c W i n d Li n e S e c t i o n Tr i b u t a r y Wi d t h ( f t ) Tr i b u t a r y De p t h Sh e a r L i n e Ab o v e Of f s e t ( f t ) Di s t a n c e t o sh e a r w a l l ( f t ) Se i s m i c ( p s f ) Di a p h r a g m Lo a d ( l b s ) Lo a d f r o m Ab o v e ( f t ) Lo a d o n W a l l (l b s ) To t a l L o a d (l b s ) Wi n d ( p l f ) Di a p h r a g m Lo a d ( l b s ) Lo a d f r o m Ab o v e ( f t ) Lo a d o n W a l l (l b s ) To t a l L o a d (l b s ) L1 A 6. 0 0 5 5 . 8 3 5. 6 3 18 8 5 0 0 1 8 8 5 1 0 0 5 9 9 0 0 5 9 9 L2 A 10 . 0 0 5 5 . 8 3 5. 6 3 31 4 2 0 0 3 1 4 2 1 0 0 9 9 8 0 0 9 9 8 L3 A 4. 0 0 4 1 . 2 5 5. 6 3 92 8 0 0 9 2 8 1 0 0 3 9 9 0 0 3 9 9 Tr a n s v e r s e Se i s m i c W i n d Li n e S e c t i o n Tr i b u t a r y Wi d t h ( f t ) Tr i b u t a r y De p t h Sh e a r L i n e Ab o v e Of f s e t ( f t ) Di s t a n c e t o sh e a r w a l l ( f t ) Se i s m i c ( p s f ) Di a p h r a g m Lo a d ( l b s ) Lo a d f r o m Ab o v e ( f t ) Lo a d o n W a l l (l b s ) To t a l L o a d (l b s ) Wi n d ( p l f ) Di a p h r a g m Lo a d ( l b s ) Lo a d f r o m Ab o v e ( f t ) Lo a d o n W a l l (l b s ) To t a l L o a d (l b s ) T1 A 3. 4 0 1 2 . 0 0 5 . 6 3 23 0 0 0 2 3 0 8 3 2 8 4 0 0 2 8 4 T2 A 24 . 0 0 2 0 . 0 0 5 . 6 3 27 0 1 0 0 2 7 0 1 8 3 2 0 0 3 0 0 2 0 0 3 T3 A 24 . 5 0 20 . 0 0 5. 6 3 27 5 7 0 0 2 7 5 7 8 3 2 0 4 5 0 0 2 0 4 5 T4 A 4. 0 0 12 . 0 0 5. 6 3 27 0 0 0 2 7 0 8 3 3 3 4 0 0 3 3 4 Se i s m i c W i n d , L o n g S e i s m i c W i n d , T r a n Li n e l b s l b s L i n e l b s l b s L1 1 8 8 5 5 9 9 T 1 2 3 0 2 8 4 L2 3 1 4 2 9 9 8 T 2 2 7 0 1 2 0 0 3 L3 9 2 8 3 9 9 T 3 2 7 5 7 2 0 4 5 T4 2 7 0 3 3 4 Wi n d L o a d Page 18 of 21 2612 S Griset Pl Unit #23/17/2025 SH E A R W A L L Lo n g i t u d i n a l No t e : F o r " S p e c i a l C a s e " , l a t e r a l a n a l y s i s a r e p r o v i d e d o n f o l lo w i n g p a g e s E W LI N E To t a l L e n g t h Sh e a r Sh e a r p e r ft . Sh e a r Sh e a r p e r ft . SD , v (p l f ) Mo d e l # l b s M i n . T h i c k n e s s S t r a p l b s Mi n . Th i c k n e s s L1 8 . 0 0 0 1 8 8 5 2 3 6 5 9 9 7 5 A 2 0 0 SDS = 1. 6 0 0 HD U 2 3 0 7 5 3 . 5 CS 1 6 1 7 0 5 1 . 5 L2 1 2 . 0 0 0 3 1 4 2 2 6 2 9 9 8 8 3 B 3 4 0  = 1. 3 HD U 4 4 5 6 5 3 . 5 CS 1 4 2 4 9 0 3 L3 8 . 0 0 0 9 2 8 1 1 6 3 9 9 5 0 C 5 1 0 0 = 2. 5 0 HD U 5 5 6 4 5 3 . 5 CM S T 1 6 4 9 9 0 3 D 6 6 5 Cd = 4 HD U 8 5 9 8 0 3 . 5 CM S T 1 4 6 4 7 5 3 . 5 E 8 7 0 H D U 8 6 9 7 0 3 . 5 CM S T 1 2 9 2 1 5 3 . 5 F 1 0 2 0 H D U 8 7 8 7 0 5 . 5 G 1 3 3 0 H D U 1 1 9 5 3 5 5 . 5 HD U 1 1 1 1 1 7 5 7 . 2 5 HD U 1 4 1 4 4 4 5 7 . 2 5 HD 1 2 1 5 4 3 5 9 . 2 5 HD 1 9 1 9 3 6 0 9 . 2 5 b h h / b MIN [ 2b/h , 1 ] Q w Q f d D w = Q w * d * b /2 D f = Q f * h * b /2 E 0.7  E U i = h *  E U i + 1 U n = ( .7  U i + U i + 1 ) - ( 0.6 - .14 S DS )( D w + D f )  W 0.6 n W U i = h *  W U i + 1 U n = .6 U i + U i + 1 - .6 ( D w + D f ) Li n e L e n g t h H e i g h t As p e c t Ra t i o Re d u c t i o n Fa c t o r Wa l l L o a d F l o o r L o a d Tr i b u t a r y De p t h Re s i s t i n g De a d L o a d Wa l l Re s i s t i n g De a d L o a d Fl o o r Sh e a r AS D Sh e a r Up l i f t Up l i f t Fr o m Ab o v e Ne t U p l i f t S h e a r A S D S h e a r U p l i f t Up l i f t Fr o m Ab o v e Ne t U p l i f t S h e a r T y p e Fl o o r T o Fl o o r Fo u n d a t i o n Ho l d D o w n L1 8. 0 0 9 . 0 0 1 . 1 3 1 . 0 0 15 1 5 3 5 4 0 1 8 0 23 6 2 1 4 2 1 2 1 1 6 5 9 7 5 4 5 6 7 3 - 2 8 B C S 1 6 H D U 2 L2 6. 0 0 9 . 0 0 1 . 5 0 1 . 0 0 15 1 5 3 4 0 5 1 3 5 26 2 2 3 8 2 3 5 6 1 9 4 1 8 3 5 0 7 4 8 1 2 5 B C S 1 4 H D U 2 L2 6. 0 0 9 . 0 0 1 . 5 0 1 . 0 0 15 1 5 3 4 0 5 1 3 5 26 2 2 3 8 2 3 5 6 1 9 4 1 8 3 5 0 7 4 8 1 2 5 B C S 1 4 H D U 2 L3 8. 0 0 9 . 0 0 1 . 1 3 1 . 0 0 15 1 5 3 5 4 0 1 8 0 11 6 1 0 6 1 0 4 5 6 8 0 5 0 3 0 4 4 9 - 1 6 3 A C S 1 6 H D U 2 Page 19 of 21 2612 S Griset Pl Unit #23/17/2025 b h h / b MIN [ 2b/h , 1 ] Q w Q f d D w = Q w * d * b /2 D f = Q f * h * b /2 E 0.7  E U i = h *  E U i + 1 U n = ( .7  U i + U i + 1 ) - ( 0.6 - .14 S DS )( D w + D f )  W 0.6 n W U i = h *  W U i + 1 U n = .6 U i + U i + 1 - .6 ( D w + D f ) Li n e L e n g t h H e i g h t As p e c t Ra t i o Re d u c t i o n Fa c t o r Wa l l L o a d F l o o r L o a d Tr i b u t a r y De p t h Re s i s t i n g De a d L o a d Wa l l Re s i s t i n g De a d L o a d Fl o o r Sh e a r AS D Sh e a r Up l i f t Up l i f t Fr o m Ab o v e Ne t U p l i f t S h e a r A S D S h e a r U p l i f t Up l i f t Fr o m Ab o v e Ne t U p l i f t S h e a r T y p e Fl o o r T o Fl o o r Fo u n d a t i o n Ho l d D o w n T1 4. 0 0 9 . 0 0 2 . 2 5 0 . 8 9 15 1 5 2 2 7 0 6 0 57 5 2 5 1 7 3 4 6 7 1 4 3 6 3 8 1 8 5 A C S 1 6 H D U 2 T2 8. 0 0 9 . 0 0 1 . 1 3 1 . 0 0 15 1 5 2 5 4 0 1 2 0 33 8 3 0 7 3 0 3 9 2 5 1 7 2 5 0 1 5 0 2 2 5 3 9 5 6 B C M S T 1 6 H D U 2 T3 5. 0 0 9 . 0 0 1 . 8 0 1 . 0 0 15 1 5 2 3 3 8 7 5 55 1 5 0 2 4 9 6 3 4 3 6 1 4 0 9 2 4 5 3 6 8 1 1 9 6 1 C C M S T 1 6 H D U 4 T4 4. 0 0 9 . 0 0 2 . 2 5 0 . 8 9 15 1 5 2 2 7 0 6 0 68 6 1 6 0 8 4 2 9 8 3 5 0 7 5 1 2 5 3 A C S 1 6 H D U 2 Page 20 of 21 2612 S Griset Pl Unit #23/17/2025 FOUNDATION: ADDTION 3100 psf Trib Trib Wall Height DL(psf) LL(psf) roof(ft) DL(psf) LL(psf) floor(ft) DL(psf) wall(ft) 20 20 11 15 9 Roof: (DL+LL) (Trib) = 440 plf Floor: (DL+LL) (Trib) = 0 plf Wall: DL (Height)= 135 plf 575 plf 575 /(12"/12) = 575 psf< 3100 psf P(allowable) P(allowable) = 14506.5 # 18 " Allowable soil bearing value: Roof Floor use 12" wide cont. ftg w/ 2-#4 top & bott. Page 21 of 21 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 1 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 GENERAL INFORMATION 01 Project Name ADU 02 Run Title Title 24 Analysis 03 Project Location 2612 S Griset Pl, Unit 2 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92704 07 Software Version EnergyPro 9.2 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 3 14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)1000 19 Glazing Percentage (%)12.80% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type Natural gas 23 No Dwelling Unit:No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 2 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 ENERGY DESIGN RATINGS Energy Design Ratings Compliance Margins Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Standard Design 37.2 38.2 27.8 Proposed Design 37.2 38.1 27.8 0 0.1 0 RESULT3: PASS 1Efficiency EDR includes improvements like a better building envelope and more efficient equipment 2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries 3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded •Standard Design PV Capacity: 2.38 kWdc •PV System resized to 2.38 kWdc (a factor of 2.384) to achieve 'Standard Design PV' PV scaling 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 3 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 0.32 1.49 1.1 7.97 -0.78 -6.48 Space Cooling 1.11 26.72 0.82 24.9 0.29 1.82 IAQ Ventilation 0.46 4.85 0.46 4.85 0 0 Water Heating 2.02 21.35 1.52 16.57 0.5 4.78 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 3.91 54.41 3.9 54.29 0.01 0.12 Photovoltaics -2.61 -78.62 -2.61 -78.35 Battery 0 0 Flexibility Indoor Lighting 0.86 8.06 0.86 8.06 Appl. & Cooking 5.63 36.41 5.61 36.16 Plug Loads 5.47 55.75 5.47 55.75 Outdoor Lighting 0.2 1.75 0.2 1.75 TOTAL COMPLIANCE 13.46 77.76 13.43 77.66 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 4 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 20.73 20.2 0.53 2.56 Net EUI2 7.43 6.9 0.53 7.13 Notes 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED PV SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth (deg) Tilt Input Array Angle (deg) Tilt: (x in 12) Inverter Eff. (%) Annual Solar Access (%) 2.38 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Insulation below roof deck •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 5 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •Minimum Airflow •Verified SEER/SEER2 •Verified Refrigerant Charge •Fan Efficacy Watts/CFM •Verified HSPF •Verified heat pump rated heating capacity •Duct leakage testing •Verified Duct Design BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems ADU 1000 1 3 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status Living Conditioned HVAC1 1000 9 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) SOUTH WALL 2X4 Living R-15 Wall 180 Left 180 16.67 90 WEST WALL 2X4 Living R-15 Wall 270 Back 502.5 66 90 EAST WALL 2X4 Living R-15 Wall 90 Front 502.5 70 90 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 6 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) NORTH WALL 2X4 Living R-15 Wall 0 Right 180 28.67 90 Roof Living R-30 + R-13 Roof Attic n/a n/a 1000 n/a n/a ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Living Attic RoofLiving Ventilated 4 0.1 0.85 No No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading W3020 Window WEST WALL 2X4 Back 270 1 6 0.3 NFRC 0.22 NFRC Bug Screen W5040 Window WEST WALL 2X4 Back 270 1 20 0.3 NFRC 0.22 NFRC Bug Screen W5040 2 Window WEST WALL 2X4 Back 270 1 20 0.3 NFRC 0.22 NFRC Bug Screen W5040 3 Window WEST WALL 2X4 Back 270 1 20 0.3 NFRC 0.22 NFRC Bug Screen W3020 2 Window EAST WALL 2X4 Front 90 1 6 0.3 NFRC 0.22 NFRC Bug Screen W5040 4 Window EAST WALL 2X4 Front 90 1 20 0.3 NFRC 0.22 NFRC Bug Screen W3040 Window EAST WALL 2X4 Front 90 1 12 0.3 NFRC 0.22 NFRC Bug Screen W3040 2 Window EAST WALL 2X4 Front 90 1 12 0.3 NFRC 0.22 NFRC Bug Screen 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 7 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading W4030 Window NORTH WALL 2X4 Right 0 1 12 0.3 NFRC 0.22 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor D2668 SOUTH WALL 2X4 16.67 0.5 D3068 EAST WALL 2X4 20 0.5 D2668 2 NORTH WALL 2X4 16.67 0.5 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab-on-Grade Living 1000 151.75 none 0 80%No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 8 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers Attic RoofLiving Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-0.0 insul. R-30 + R-13 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032 Over Ceiling Joists: R-20.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 9 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 40 Rheem XE40T10HS45U0 (40 gal, JA13)Outside Living Living WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type HVAC1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 HVAC Fan 1 Air Distribution System 1 Setback HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 Central split HP 1 HSPF 9.5 30000 28000 EERSEER 16 12 Not Zonal Single Speed Heat Pump System 1-hers-htpump 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 10 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Required 450 Not Required Required Yes Yes Yes Yes HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name Type Design Type Duct Ins. R-value Duct Location Surface Area Bypass Duct Duct Leakage HERS Verification Supply Return Supply Return Supply Return Air Distribution System 1 Unconditioned attic Verified Design See duct design See duct design Attic Attic 7.39 0 No Bypass Duct Sealed and Tested Air Distribution System 1-hers-dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist Yes 5.0 Not Required Required Not Required Credit not taken Not Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan 1 HVAC Fan 0.2 HVAC Fan 1-hers-fan 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 11 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.2 INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE/ASRE Includes Fault Indicator Display?HERS Verification Status SFam IAQVentRpt 59 0.35 Exhaust No n/a / n/a No Yes 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 2612 S Griset Pl Unit #23/17/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:ADU Calculation Date/Time:2024-08-12T09:14:25-07:00 (Page 12 of 12) Calculation Description:Title 24 Analysis Input File Name:24020 - ADU.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-12 09:14:46 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: Anh Phan AP DESIGN CONSULTING, INC 08/12/2024 9636 Garden Grove Blvd, Ste #7 Garden Grove, CA 92844 714-487-7926 Anh Phan AP DESIGN CONSULTING, INC 08/12/2024 9636 Garden Grove Blvd, Ste #7 N/A Garden Grove, CA 92844 714-487-7926 424-P010168261A-000-000-0000000-0000 08/12/2024 09:22 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. 2612 S Griset Pl Unit #23/17/2025 SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 3 jessielopez@santa-ana.org Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Jessie Lopez COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez David Penaloza Thai Viet Phan Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org ACTING CITY MANAGER Steven Mendoza CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall Also sent via email to: tammy@333star.com November 6, 2023 BVN Company LLC 1906 S. Main Street Santa Ana, CA. 92707 Subject: Address Assignment for a new Accessory Dwelling Unit located at 2612 South Griset Place and (APN: 412-324-53) in Santa Ana, CA Dear Salvador, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a new Accessory Dwelling Unit located at 2612 South Griset Place and (APN: 412-324-53). Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address(es) to be Activated/Posted To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 667-2709 or by email at ASevilla@santa-ana.org. Sincerely, Alexis Sevilla Planning Technician Reviewed by: Jerry Guevara, Senior Planner Exhibit A – Address Plan c: 2612 S Griset Pl Unit #23/17/2025 Address Letter for 2612 S. Griset Place Page 2 of 2 Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Mishele Richards, Orange County Fire Authority, GEO Files Coordinator Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager 2612 S Griset Pl Unit #23/17/2025 UP UP UP P.L - 1 0 4 ' PR O P E R T Y L I N E - 1 4 2 . 3 9 ' PR O P E R T Y L I N E - 10 4 . 6 6 ' EXHIBIT A - ADDRESS PLAN N CURB LINE OF S GRISET 20'-8"10'-5" 4' P.U.E 4' P.U. E (E) 2'H P L A N T E R BLOCK W A L L (E) GRASS (E) DRIVEWAY (E) 5'H BLOCK W A L L (E) 5'H BLOCK WALL (E) 1'H BLOCK WALL + 2'H W.I FENCE (E) 6" H PLANTER (E) GRASS 4'-3" 4'-4" 15 ' - 0 " 12 ' - 0 " 20 ' - 0 " 8'- 0 " 4'- 0 " ENTRY PORCH 40 SF (E) 2612 SOUTH GRISET PLACE DUCTL E S S MINI-SP L I T AC SY S T E M DUCTL E S S MINI-SP L I T AC SY S T E M (E) ROOF LINE 1'-6" EAVE OVERHANG COURTYARD EXISTING ELECTRIC METER EXISTING GAS METER EXISTING WATER METER NEW TANKLESS WATER HEATER, ENCLOSURE PAINTED TO MATCH MIN 15' X 15' OPEN SPACE 24" BOX CANOPY TREE. MAPLE (1) 5 FT. TRUNK HEIGHT TREE. PALM (10) 5 GALLON SHRUBS. ROSES (16) 1- GALLON SHRUBS. ROSES BUILDING DATA LOT SIZE:7492 S.F. EXISTING HOUSE: TOTAL LIVING AREA : 1919 SF 1ST FLOOR LIVING AREA: 1002 SF 2ND FLOOR LIVING AREA: 917 SF (E) GARAGE : 620 SF TOTAL (E) FOOT PRINT: 1622 SF PROPOSED WORKS: NEW DETACHED A.D.U: 1000 SF TOTAL OF LIVING AREA: 2919 SF NEW FOOT PRINT:2622 SF LOT COVERAGE: (2622) / 7492 = 35.00 % OK LEGAL DESCRIPTION PROPERTY OWNER: BNV COMPNAY, LLC CONTACT: TAMMY DOAN (714) 981-6252 PROJECT ADDRESS: 2612 S GRISET, SANTA ANA, CA. 92704 CONSTRUCTION TYPE: V - B ZONING:R-1 NUMBER OF STORY: 01 OCCUPANCY CLASSIFICATION: R-3 / U ASSESSORS PARCEL NO.: 412-624-53 LEGAL DESCRIPTION: N TR 8342 BLK LOT 13 1. A1a GENERAL NOTES, SITE PLAN. 2. A1b EXISTING FLOOR PLAN, ELEVATION. 3. A2 A.D.U PROPOSED FLOOR PLAN, ELEVATIONS, SECTION. 4. A3 ELECTRICAL PLAN. SHEET INDEX VICINITY MAP 2612 S GRISET PL, SANTA ANA, CA 92704 NEW DETACHED A.D.U. SCOPE OF WORK NEW DETACHED 1000 SF A.D.U. WITH TWO BED ROOMS, TWO BATH ROOMS, FAMILY ROOM & KITCHEN. ENTRY PORCH 5' x 8' = 40 SF 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2019 PLUMBING, MECHANICAL AND ELECTRICAL CODES, AND LOCAL ORDINANCES; AND 2019 CALIFORNIA ENERGY STANDARD, 2019 CALIFORNIA RESIDENTIAL CODE. 2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. LUMBER: USE DOUGLAS FIR-LARCH COMMERCIAL GRADE #1 FOR ALL POSTS, 6x AND LARGER BEAMS, AND COMMERCIAL GRADE #2 FOR ALL 4x AND SMALLER. ALL LUMBER SHALL BE GRADE MARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 5. COMPLIANCE SHALL BE MADE WITH THE STATE'S ENERGY CONSERVATION REQUIREMENTS. FILE REQUIRED DOCUMENTATION ON THE DRAWINGS. 6. DRAWINGS AND WORK MUST SHOW COMPLIANCE WITH GENERAL AND CONVENTIONAL CONSTRUCTION REQUIREMENTS OF C.R.C FOUNDATION REQUIREMENTS. GENERAL NOTES MIN. CLASS B TITLE ROOF TO MATCH EXISTING, (ESR-1900) OVER 2 LAYERS 30# FELT INSTALLATION OF ROOFING SHALL BE IN ACCORDING WITH MANUFACTURE'S SPECIFICATION DATEREVISION STAMP: OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF DRAGON DESIGN GROUP WHETHER THE PROJECT FOR WHICH THEY WERE CREATED IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND APPROPRIATE COMPENSATION TO DRAGON DESIGN GROUP. CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS. CONTRACTOR IS TO NOTIFY DRAGON DESIGN GROUP FOR CLARIFICATION OF ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED DIMENSIONS. CUSTOMER/ADDRESS: PROJECT TITLE: I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE RULES, REGULATIONS AND ORDINANCES OF THE STATE OF CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS. A1a OF SHEETS SHEET NO. - SHEET TITLE: 14411 EDWARDS Street WESTMINSTER, CA 92683 LICENSE: B #929525 TEL: (714) 818-5458 Email: dragondesignbuild@yahoo.com SIGN BY: DATE: DRAWN BY: DVN DATE: DAVID VAN NGO 09-05-23 1 TAMMY DOAN 2612 S GRISET PL. SANTA ANAE, CA 92704 NEW DETACHED ADU SITE PLAN GENERAL NOTES BUS STOP STATION 0.5 MILE 2612 S. GRISET PL. UNIT #2 2612 S. GRISET PL. UNIT #2 (N) 2612 SOUTH GRISET PLACE, UNIT 2 2612 S Griset Pl Unit #23/17/2025 SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 3 jessielopez@santa-ana.org Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Jessie Lopez COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez David Penaloza Thai Viet Phan Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org ACTING CITY MANAGER Steven Mendoza CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall Also sent via email to: tammy@333star.com November 6, 2023 BVN Company LLC 1906 S. Main Street Santa Ana, CA. 92707 Subject: Address Assignment for a new Accessory Dwelling Unit located at 2612 South Griset Place and (APN: 412-324-53) in Santa Ana, CA Dear Salvador, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a new Accessory Dwelling Unit located at 2612 South Griset Place and (APN: 412-324-53). Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address(es) to be Activated/Posted To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 667-2709 or by email at ASevilla@santa-ana.org. Sincerely, Alexis Sevilla Planning Technician Reviewed by: Jerry Guevara, Senior Planner Exhibit A – Address Plan c: 2612 S Griset Pl Unit #23/17/2025 Address Letter for 2612 S. Griset Place Page 2 of 2 Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Mishele Richards, Orange County Fire Authority, GEO Files Coordinator Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager 2612 S Griset Pl Unit #23/17/2025 UP UP UP P.L - 1 0 4 ' PR O P E R T Y L I N E - 1 4 2 . 3 9 ' PR O P E R T Y L I N E - 10 4 . 6 6 ' EXHIBIT A - ADDRESS PLAN N CURB LINE OF S GRISET 20'-8"10'-5" 4' P.U.E 4' P.U. E (E) 2'H P L A N T E R BLOCK W A L L (E) GRASS (E) DRIVEWAY (E) 5'H BLOCK W A L L (E) 5'H BLOCK WALL (E) 1'H BLOCK WALL + 2'H W.I FENCE (E) 6" H PLANTER (E) GRASS 4'-3" 4'-4" 15 ' - 0 " 12 ' - 0 " 20 ' - 0 " 8'- 0 " 4'- 0 " ENTRY PORCH 40 SF (E) 2612 SOUTH GRISET PLACE DUCTL E S S MINI-SP L I T AC SY S T E M DUCTL E S S MINI-SP L I T AC SY S T E M (E) ROOF LINE 1'-6" EAVE OVERHANG COURTYARD EXISTING ELECTRIC METER EXISTING GAS METER EXISTING WATER METER NEW TANKLESS WATER HEATER, ENCLOSURE PAINTED TO MATCH MIN 15' X 15' OPEN SPACE 24" BOX CANOPY TREE. MAPLE (1) 5 FT. TRUNK HEIGHT TREE. PALM (10) 5 GALLON SHRUBS. ROSES (16) 1- GALLON SHRUBS. ROSES BUILDING DATA LOT SIZE:7492 S.F. EXISTING HOUSE: TOTAL LIVING AREA : 1919 SF 1ST FLOOR LIVING AREA: 1002 SF 2ND FLOOR LIVING AREA: 917 SF (E) GARAGE : 620 SF TOTAL (E) FOOT PRINT: 1622 SF PROPOSED WORKS: NEW DETACHED A.D.U: 1000 SF TOTAL OF LIVING AREA: 2919 SF NEW FOOT PRINT:2622 SF LOT COVERAGE: (2622) / 7492 = 35.00 % OK LEGAL DESCRIPTION PROPERTY OWNER: BNV COMPNAY, LLC CONTACT: TAMMY DOAN (714) 981-6252 PROJECT ADDRESS: 2612 S GRISET, SANTA ANA, CA. 92704 CONSTRUCTION TYPE: V - B ZONING:R-1 NUMBER OF STORY: 01 OCCUPANCY CLASSIFICATION: R-3 / U ASSESSORS PARCEL NO.: 412-624-53 LEGAL DESCRIPTION: N TR 8342 BLK LOT 13 1. A1a GENERAL NOTES, SITE PLAN. 2. A1b EXISTING FLOOR PLAN, ELEVATION. 3. A2 A.D.U PROPOSED FLOOR PLAN, ELEVATIONS, SECTION. 4. A3 ELECTRICAL PLAN. SHEET INDEX VICINITY MAP 2612 S GRISET PL, SANTA ANA, CA 92704 NEW DETACHED A.D.U. SCOPE OF WORK NEW DETACHED 1000 SF A.D.U. WITH TWO BED ROOMS, TWO BATH ROOMS, FAMILY ROOM & KITCHEN. ENTRY PORCH 5' x 8' = 40 SF 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2019 PLUMBING, MECHANICAL AND ELECTRICAL CODES, AND LOCAL ORDINANCES; AND 2019 CALIFORNIA ENERGY STANDARD, 2019 CALIFORNIA RESIDENTIAL CODE. 2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. LUMBER: USE DOUGLAS FIR-LARCH COMMERCIAL GRADE #1 FOR ALL POSTS, 6x AND LARGER BEAMS, AND COMMERCIAL GRADE #2 FOR ALL 4x AND SMALLER. ALL LUMBER SHALL BE GRADE MARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 5. COMPLIANCE SHALL BE MADE WITH THE STATE'S ENERGY CONSERVATION REQUIREMENTS. FILE REQUIRED DOCUMENTATION ON THE DRAWINGS. 6. DRAWINGS AND WORK MUST SHOW COMPLIANCE WITH GENERAL AND CONVENTIONAL CONSTRUCTION REQUIREMENTS OF C.R.C FOUNDATION REQUIREMENTS. GENERAL NOTES MIN. CLASS B TITLE ROOF TO MATCH EXISTING, (ESR-1900) OVER 2 LAYERS 30# FELT INSTALLATION OF ROOFING SHALL BE IN ACCORDING WITH MANUFACTURE'S SPECIFICATION DATEREVISION STAMP: OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF DRAGON DESIGN GROUP WHETHER THE PROJECT FOR WHICH THEY WERE CREATED IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND APPROPRIATE COMPENSATION TO DRAGON DESIGN GROUP. CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS. CONTRACTOR IS TO NOTIFY DRAGON DESIGN GROUP FOR CLARIFICATION OF ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED DIMENSIONS. CUSTOMER/ADDRESS: PROJECT TITLE: I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE RULES, REGULATIONS AND ORDINANCES OF THE STATE OF CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS. A1a OF SHEETS SHEET NO. - SHEET TITLE: 14411 EDWARDS Street WESTMINSTER, CA 92683 LICENSE: B #929525 TEL: (714) 818-5458 Email: dragondesignbuild@yahoo.com SIGN BY: DATE: DRAWN BY: DVN DATE: DAVID VAN NGO 09-05-23 1 TAMMY DOAN 2612 S GRISET PL. SANTA ANAE, CA 92704 NEW DETACHED ADU SITE PLAN GENERAL NOTES BUS STOP STATION 0.5 MILE 2612 S. GRISET PL. UNIT #2 2612 S. GRISET PL. UNIT #2 (N) 2612 SOUTH GRISET PLACE, UNIT 2 2612 S Griset Pl Unit #23/17/2025 Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org DETACHED ADU - GRADING PERMIT EXEMPTION CHECKLIST PCC-16 REV: 09/03/2020 Page 1 of 1 THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. Instructions: In order to qualify for the grading permit exemption for detached Accessory Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall complete all sections, check all boxes and sign the certification section below. A copy of this checklist shall be attached to each of TWO sets of plans. If answering NO to any of the questions, a grading permit shall be required. Project Address: Yes No 1. ☐☐ I have provided two sets of site drainage plans that is stamped, signed and dated by a California professional civil engineer, to be submitted with the building submittal package. 2. ☐☐ I have calculated the total amount of soil being cut or filled on this project is less than 50 cubic yards. 3. ☐☐ The site drainage plans include the following, but not limited to, location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks; drainage slopes and flow patterns, drainage systems such as swales, french drains, water collection and disposal systems, etc. 4. ☐☐ I have designed drainage such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes. 5. ☐☐ I have designed grading such that it will not adversely affect the adjoining properties. 6. ☐ ☐ I have designed the grade to fall not fewer than 6 inches within the first 10 feet from the foundation walls. Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swale to ensure drainage away from the structure. I have designed any impervious surfaces within 10 feet of the building foundation to be sloped not less than 2 percent away from the building. 7. ☐☐ I will provide a final certification letter stating that the grades were constructed per the approved site drainage plan, and will submit this certification letter to the building inspector prior to final inspection. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Licensed Number: Date: Phone Number: Email Address: 1213 S Flower St, Santa Ana, CA 92707 X X X X X X X MICHAEL MALCOLM PHILLIPS C68338 657-444-7194 9/27/2023 mike@phillipsconsulting.us 1314 S JOANE WAY, SANTA ANA, CA 927042612 S GRISET PL, UNIT 2 (ADU), SANTA ANA, CA 92704 8/4/2024 2612 S Griset Pl Unit #23/17/2025 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 Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area: Area to be Added: Total Resulting Area: Stories: Area Added in Past 2 Years (excluding this project): Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability (PR400-402) Fire Sprinkler 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sprinklers or a house that will have fire sprinklers added as part of this project? (PR400-402) Fire Sprinkler 3.   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than 140-feet from the fire access roadway? *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed contractor to determine if a fire sprinkler modification is needed. (PR400-402) Fire Sprinkler 7.   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold set by local ordinance? *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU’s). *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as defined by the State, or (D) near an area that could be affected by a wildfire in the open space. *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR AP 2612 S Griset Pl Unit #23/17/2025 2612 S Griset Pl Unit #23/17/2025