The URL can be used to link to this page

Home My WebLink AboutHISTORIC - 2044 N Ross St - PlanABBREVIATIONS I PROJECT SUMMARY ® AT CENTERLINE DIAMETER #� POUND OR NUMBER (N EXISTING ; PROJECT OWNER- CURTIS AND JILL SCHEETZ PENNY 2042 N ROSS STREET F_ PLATE OR PROPERTY LINE SANTA ANA, CA 92706 A/C AIR CONDITIONING curtlsrscheetzOgmall.com ALLT. ALTERNATE 949 338 8834 ALUM. ALUMINUM ASTM AMERICAN SOCIETY FOR TESTING MATERIALS A.B. ANCHOR BOLTS APPROX. APPROXIMATE PROJECT ADDRESS, 2044 N ROSS STREET ARCH. A D ARCHITECT (URAL) AREARAIN SANTA ANA, CA 92706 BM. BEAM BLK. B KG. BLOCK BLOCKING LEGAL DESCRIPTION- LOT 28, TRACT 788 BD. BOARD MM 23/49 BOT. BOTTOM B.B. BOTTOM OF BEAM B.T.U. BLDG BRITISH THERMAL UNIT BUILDING A . P . N . e 002-112-21 CAB CABINET CALC. CALCULATIONS C.B. CATCH BASIN CLKG. CAULKING ZONE s R-1 CLG. CEILING CEM CEMENT CTR. CENTER C R. CERAMIC GENERAL PLAN DES. LOW DENISTY RESIDENTIAL CLR. CLEAR COL. COLUMN C.W. COLD WATER COCRETE CONCRETE CONSTRUCTION TYPE, IL B C MNU. CONCRETE MASONRY UNIT CONN. CONNECTION CONT. CONTINUOUS CNTR. JOINT COUNTER ; FIRE S F R I N K L E R E D FIRE SPRINKLERED 1 C.F. CUBIC FEET C.F.M. CUBIC FEET PER MINUTE DET. DETAIL OCCUPANCY GROUP- OCCUPANCY R-3 SINGLE FAMILY RESIDENTIAL DIAG. DIAGONAL DIA. DIAMETER DIM. DIMENSION DDBL. DOUBLE STRUCTURAL OCC UPANCY CATEGORY, FIR DN. DOWN IL (CBC TABLE 1604.5) D.S. DOWNSPOUT EA. EACH ELEC. ELECTRICAL SITE CLASS DEFINITION ELEV. ELEVATION ENCL. ENCLOSURE D (CBC TABLE 1613.5.2) ENGR. ENGINEER E. EUAL EQUIP. EQU PMENT EXISEXISTING EXT. EXTERIOR SEISMIC DESIGN CATEGORY I F.O.C. FACE NOFOCONCIRETE D (CBC SECTION 1613) F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FN. F!F. FINISH FINISH FLOOR WIND EXPOSURE, C (CBC SECTION 1609) F.G. FINISH GRADE F.S. FINISH SURFACE FIXT. LASH. FIXTURE LasesNG EXISTING BUILDING AREAS FLR. FLOOR F.D. F.J. FLOOR JOIST EX. HOUSE - FIRST FLOOR 2,191 SF SECOND FLOOR 496 SF FLUOR. FLOURESCENT F.L. FLOW LINE EX. GARAGE: 439 SF FT. FOOT OR FEET FTG. FOOTING F.A.U. FORCED AIR UNIT EX, LAUNDRY: 176 SF FRMG. FRAMING GAL. GALV GALLON GALVANIZED EX. TOTAL FOOTPRINT 2,806 SF OVERALL SF 3,302 SF G.I. GALVANIZED IRON GA. GAUGE GL. GLULAM GLASS OR GLAZING GLUE LAMINATED PROPOSED BUILDING ARE A S $ GR. GRADE G.F.I. GYP. GROUND GYPSUM FAULT INTERRUPT EX. HOUSE - FIRST FLOOR 2,191 SF SECOND FLOOR 496 SF HDR HEADER EX. GARAGE: 439 SF HVAC HEATING VENTILATION AND AIR CONDITIONING HGT HEIGHT H.C. HOLLOW CORE EX. LAUNDRY: 176 SF H.M. HOLLOW METAL HORZ. H.B. HORIZONTAL HOSE BIBB ACCESSORY DWELLING UNIT: 307 SF H.W. HOT WATER • IN. IN. HOUR INCH OR INCHES TOTAL FOOTPRINT 3,113 SF OVERALL SF 3,609 SF INCL. INCLUDE INFO. INFORMATION INSUL" INT. INTERIOR COVERED PARKING JST. JOIST ; TOTAL EXISTING SPACES: 2 SPACES KIT. KITCHEN LAM. LAMINATED TOTAL PROPOSED SPACES: 2 SPACES LAV. LAVATORY LGT. LIGHT LB. POUND LOT AREA- 9,801 SF MACH. MACHINE M.B. MANF'R. MACHINE BOLT MANUFACTURER LOT COVERAGE, 32 Y. MAS. MASONRY MAIL. MATERIAL MAX. MAXIMUM ADU SFR RATIO- 307 / 2,687 = 11% M.C. MEDICINE CABINET MECH. MECHANICAL MEM. MEMBRANE MTL. METAL THE ADU SF / SFD SF RATIO IS FOR PARK & RECREATION FEE PURPOSES MIN. MINIMUM MIR. MIRROR ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN "SFR SF" OF THE MTD. MOUNTED EXISTING PRIMARY RESIDNECE; BUILDING SAFETY STAFF ARE NOT NAT. NATURAL RESPONSIBLE FOR THE ACCURACY OF THE GIVEN "SFR SF". N.G. NATURAL GRADE N.I.C. NOT IN CONTRACT NO. NUMBER N.T.S. NOT TO SCALE INDEX OF SHEETS T COVER SHEET Q1 NI I GENERAL NOTES AND SPECIFICATIONS N 9 2 GENERAL NOTES AND SPECIFICATIONS Ql T I SURVEY Ex I EXISTING FLOOR AND ROOF PLANS E X 2 EXISTING EXTERIOR ELEVATIONS A I SITE PLAN Ql A 2 FLOOR AND ROOF PLANS Q1 A 3 EXTERIOR ELEVATIONS A 4 SECTIONS Ql A 5 . 9 ARCHITECTURAL DETAILS Ql A 5 . 2 ARCHITECTURAL DETAILS MEP MECHANICAL, ELECTRICAL AND PLUMBING PLAN T 2 44 - I TITLE 24 - ENERGY CALCULATIONS T 2 4 - 2 TITLE 24 - MANDATORY MEASURES C G l CAL GREEN BUILDING CODE NOTES S I FOUNDATION AND FRAMING PLANS Ql S N STRUCTURAL NOTES AND DETAILS S D I STRUCTURAL DETAILS Ql O.C. ON CENTER OPNG. OPENING O.A. OVERALL PR. PAIR PLAS. PLASTIC PL. PLATE PLYWD. PLYWOOD PT. POINT P.V.C. POLYVINYL CHLORIDE P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH P.C.F. POUNDS PER CUBIC FOOT QTY. QUANTITY RAD. RADIUS RECT. RECTANGULAR REFR. REFRIGERATOR REIN. REINFORCED REQ. REQUIRED R. RISER R.R. ROOF RAFTER RM. ROOM R.O. ROUGH OPENING SCHD. SCHEDULE SECT. SECTION SHTG. SHEATHING SHT. SHEET S.L. SHEET LINE S&P SHELF AND POLE SIM. SIMILAR S.C. SOLID CORE SPEC. SPECIFICATIONS SQ. SQUARE S.F. SQUARE FEET O STD. STANDARD U STL. STEEL STOR. STORAGE 10, N STRUC. STRUCTURE OR STRUCTURAL I SUS. SUSPENDED 1 STM. SYMBOL TELE. TELEPHONE U T.V. TELEVISION / TEMP. TEMPERED N THK. THICK T&G TONGUE AND GROOVE N T.B. TOP OF BEAM s T.C. TOP OF CURB T.O.P. TOP OF PLATE / T.P. TOP OF PARAPET T.PVMT. TOP OF PAVEMENT OFWALL % T.W TYP. TREAD TYPICAL N UNF. UNFINISHED 0-0 U.N.O. UNLESS NOTED OTHERWISE N r, UP. UPPER UFFIL. V.T.R. UTILITY VENT THROUGH ROOF LO V.T.W. VENT THROUGH WALL VERT. VERTICAL WP. WATERPROOF W.C. WATER CLOSET W.H. WATER HEATER liI W.R. WATER RESISTANT WGT. WEIGHT W/ WITH Z o WITHOUT O Lu1-1 WOOD ...............................i.................................................... i VICINITY G N pqR 1�B D PROaA ONNIE BRAE a 3 SITE WCL=RAVE ONE WAY H cn U- Q � W J N z cn W O 0 z 0 V E FWY / 2� CONSULTANTS U/�1`CH TECTLI1.*,'U L T � l_l Imo; V E STRATOS FORM 275 SOUTH GLASS ORANGE, CALIFOR 714 6280777 cfox@stratosform.com CITY OF SANTA ANA Planning dr84WMrj§bjqWncy Al ��fl R P E RGA CONSULTANTS, IINM a Ste r I D : 34 GEORGETOWN ; IRVINE, CA 92612 D ate: 949 509 0909 : ray@rgaconsultants.com YAGHI ENGINEERS 112 E. CHAPMAN AVE, SUITE D ORANGE, CA 92866 714 997 9120 N yaghi-engineers@live.com 7 } Z Q - ENERGY RICK MAURER TITLE 24, INC 3 9 7544 SADDLEHILL TRAIL ONE y cn WAY ORANGE, CA 92869 Q � Z . O y z 714 771 1507 0° Q t-24@socalxrxom W 1 9 :HS T z X . W 1 7 T H ST ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D D D D O O ONE 5 `5Tl l_,ICT1j M1111 REGULATORY I SCOPE OF WORK REGULATORY REQUIREMENTS DESCRIPTION ALL WORK OF THIS PROJECT SHALL CONFORM TO THE FOLLOWING THE WORK OF THIS PERMIT INCLUDES: MODEL CODES AND ALL APPLICABLE REVISIONS, MODIFICATIONS AND THE ADDITION OF A STUDIO ACCESSORY DWELLING UNIT ATTACHED TO THE REAR SUPPLEMENTS ISSUED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION OF THE EXISTING DETACHED HISTORIC GARAGE. OVER THE PROJECT, AS WELL AS, ALL APPLICABLE CODES AND ORDINANCES ADU TO BE A STUDIO APARTMENT WITH ONE BATHROOM, A KITCHEN, WASHER & ; ENACTED BY GOVERNMENTAL OR QUASI -GOVERNMENTAL AGENCIES HAVING : DRYER HOOKUPS, A MINI -SPLIT HVAC SYSTEM, AND A WATER HEATER JURISDICTIONS: : 2025 CALIFORNIA BUILDING CODE ("CBC") : 2025 CALIFORNIA BUILDING CODE ("CRC") DI M P A C T FEES 2025 CALIFORNIA MECHANICAL CODE ("CIVIC") 2025 CALIFORNIA PLUMBING CODE ("CPC") ' 2025 CALIFORNIA ELECTRICAL CODE ("CEC") THIS PROJECT IS SUBJECT TO DEVELOPMENT IMPACT FEES, TO BE 2025 CALIFORNIA FIRE CODE (CFC) CALCULATED ONCE PLANS ARE APPROVED : 2025 CALIFORNIA ENERGY CODE 2025 CALIFORNIA GREEN BUILDING CODE ("CGBC") DEFERRED SUBMITTALS : SPECIAL INSPECTION THE FOLLOWING SUBMITTALS FOR THIS PROJECT ARE FORTHCOMING: IN ADDITION TO REQUIRED REGULAR INSPECTIONS, SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING ITEMS IN ACCORDANCE WITH CBC SEC 1701 ; Q1 1) FIRE SPRINKLERS AND THE SPECIAL INSPECTION PROGRAM CONTAINED IN THESE SPECIFICATIONS 2) ; 3) ... 1) FIELD WELDING; 2) EPDXY ANCHORS; : 3) ... 4) ... SEPARATE PERMITS SEPARATE PERMITS ARE REQUIRED FOR THE FOLLOWING WORK: ; 1) 2) ... I 3) ... ; I I ARCHITECTURE / INTERIORS A DIVISION OF FOX GROUP ARCHITECTS, INC. 275 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 92866 FAX: 714 628-0797 RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE. STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. 0 LL M Q Q w z PROFESSIONAL SEAL �gED ARCh,/ p�. TINk`�,Tt�C� No. C-19457 OF CA`\�OQ, COVER SHEET MILESTONE REVISIONS: QPLAN CHECK CORR, 5/4/26 „ 0 A - SHEET 11 E CITY OF SANTA ANA • .c I; , , , , a? �, U N Q_ coI 10 N lb 0 / N 0 s co / O-0 CV v \ 0 Lo C. H LU <i 0 Z H W O J a'. LL DIVISION 00 PROCUREMENT & CONTRACT REQUIREMENTS SECTION 00 22 13 - SUPPLEMENTARY INSTRUCTIONS TO BIDDERS: A. Bid Documents: Each Bidder will be issued the following documents for purposes of preparing and submitting their Bids: 1 Two 2) complete hard copy sets; and, 2 One SS1 coin lete soft co set in df format. l) P PY P Additional hard -copy sets may be obtained from the Architect, at a cost equal to the Architect's expenses, including printing, courier service, and express delivery, plus fifteen percent (15%) handling, charged directly to the requesting Bidder at the time of picking up documents. CAD files prepared by the Architect and its Consultants will NOT be issued to any Bidder, for ANY reason. Bid documents will not be issued to any Subcontractor, sub -bidders or material suppliers. The Bidder shall be solely responsible for the careful and thorough distribution of documents to these entities. Bidders shall use only complete sets of Bid Documents in preparing bids; neither the Owner nor the Architect assumes any responsibility for errors, misunderstandings, and inaccurate bid fi ures resultin from the im ro er use of incom lete Bid Documents. 9 9 P P P B. Examination of Bid Documents: The Bidder all Subcontractors and material su liers the PP Bidder intends to use shall thorou hl and careful) review all elements of the Bid 9 Y Y Documents studying and comparing the documents with each other, and shall at once notify the Architect of ANY and ALL discrepancies, errors, inconsistencies, ambiguities or omissions from the Documents for proper clarification per Section 00 91 13. When drawings and specifications are issued for Bidding and Negotiation purposes PRIOR TO the issuance of building permits, neither the Architect nor any of its consultants shall be responsible for the completeness of those documents, or their suitability for construction purposes. As such, Bid Documents SHALL NOT be used for ANY construction purpose or construction related activity. The Owner shall not have ANY responsibility for partial or completed work that may be deliberately or inadvertently constructed from Bid Documents. C. Examination of the Premises During Bidding: The Bidder shall visit the jobsite during all scheduled job -walks with the Architect, and as necessary thereafter to verify all existing conditions and circumstances under which the work will be performed. If the existing conditions of the site or building are at variance with and materially affect the work shown on the Drawings and/or Specifications, it shall be the Bidder's responsibility to notify the Architect of any such discrepancy for Architect's clarification. D. Work Not Included in the Contract: Items designated "N.I.C." or "By Owner" shall be excluded from this contract. E. "Or Equal" Clause: Where the phrases "Or Equal" or "Equal" occurs in the Contract Documents, DO NOT assume that materials, products, equipment or methods will be accepted as equal UNLESS the item has been specifically accepted by the Architect and the Owner in writing, in accordance with the substitution procedures described in section 01 25 00 "Substitution Procedures". F. Availability of Specified Items and Requests for Substitution: Bids shall be based on the exact brands, systems, methods, materials and products specified in the Contract Documents. Prior to submitting a Bid, Contractor shall verify that all specified items will be available for a timely and orderly installation. In the event specified items will not be available in a timely manner, notify the Architect prior to submitting a Bid. The Architect and Owner may elect to address the issue as a bid addendum. Delays or extra costs associated with non -availability of specified items, when such delays could reasonably have been avoided by the Contractor, shall be the sole responsibility of the Contractor and shall be borne solely by the Contractor. G. Preliminary Substitution Request: Included with the submission of Bids, the Contractor shall submit a Preliminary Substitution Request, clearly itemizing ALL proposed substitute systems, equipment, products and materials including the manufacturer's information and all data required for the Architect to evaluate the appropriateness of the proposed substitution in accordance with section 01 25 00 "Substitution Procedures". Failure to submit preliminary substitution request with bids constitutes acknowledgement by the Bidder that bids are based on the systems, equipment, products and materials specified in the Contract Documents. SECTION 00 45 10 - BIDDER'S REPRESENTATION: By the act of submitting a Bid for the proposed project, the Bidder represents ALL of the following: A. Review of Bid Documents: The Bidder and all Subcontractors the Bidder intends to use have carefully and thoroughly reviewed and understand the Bid Documents; have found them complete and sufficient for the purpose intended; and at the time of Bid Submittal have discovered no items which need clarification or interpretation. B. Review of Premises: The Bidder has carefully and thoroughly examined the site of the Work; become familiar with general and local conditions under which the Work is to be performed; is satisfied as to the nature and location of the Work and character, quality quantities of materials and difficulties to be encountered; the kind and extent of equipment and other temporary facilities needed for the proper performance of the Work; has correlated the Bidder's personal observations with the requirements of the proposed Contract Documents; and evaluated any other existing conditions which may, in any way, affect the Work or its performance. NO allowances shall be made subsequently in this connection, on behalf of the Bidder, any Subcontractor or material supplier for any error, oversight or negligence on their part to completely examine the jobsite conditions. C. Basis of Bid Figures: The Bid Figure, and all line items constituting it, are based solely on the Bid Documents including, and and all properly issued Bid Addenda, and NOT upon any other written representation. The Bidder further warrants that neither the Bidder nor any employees, agents, Subcontractors or any intended suppliers have relied upon any verbal representations, allegedly authorized from the Owner, the Owner's employees or agents including the Architect or its consultants, in compiling the Bid. D. Bid Addenda: The Bidder has ascertained that: 1) they have receieved all Addenda issued; 2) that they have reviewed and understand the contents; and 3) completely and thoughtlfully integrated their impact into the Bid Figures. No subsequent allowance will be made in adjusting the Contract Amount for Bidder's failure to include Addenda into the relevant Bid Figures. E. Bidder's Licenses and Expertise: The Bidder warrants that: 1) he/she is licensed in accordance with California State law providing for the registration of contractors; 2) all Subcontractors are properly licensed and qualified for each of their respective sub -trades; and, 3) all workers and employees they intend to use during the course of construction are skilled and experienced in the type of construction represented by the Bid Documents. SECTION 00 91 13 - BID ADDENDA: A. Addenda Defined: Addenda are written, graphic or pictorial instruments issued by the Architect prior to the execution of the Contract which modify or interpret the Bid Documents by additions, deletions, clarifications or corrections. B. Interpretation of Bid Documents: The Bidder shall carefully study and compare the Bid Documents with each other, and shall at once notify the Architect of ANY and ALL discrepancies, errors, inconsistencies, ambiguities or omissions from the Documents. Bidders shall NOT contact the Owner or any of the project consultants for clarification of any kind, or for any interpretation of the Bid Documents. ANY modifications of the Bid Documents made in any manner not issued directly by the Architect shall not be binding, and Bidders shall not rely upon them. Neither the Owner nor the Architect shall have any responsibility for Bidder's reliance upon any oral, telephonic, or text message instructions All clarifications and/or interpretations regarding Bid Documents shall be directed to: Rick Fox, Architect OR Carol Tink-Fox, Architect [whichever is the Project Architect] Fox Group Architects, Inc., dba Stratos Form 275 South Glassell Street Orange, California 92866 Tel: 714.628.0777 C. Addenda Issuance: Addenda shall be transmitted to all parties known by the Architect to have received a coin lete set of Bid Documents. Such transmission ma be b P Y Y U.S. Mail, express delivery, private courier, or by electronic means including email, and e-posting to project websites. Addenda will not be issued through text messaging, instant messaging, video conferencing, or social media. NO Addenda will be issued later than five 5 workin da Monda Frida rior to the date for receipt of Bids, except an Addendum withdrawing the request for Bids or one which includes postponement of the time or date for receipt of Bids. SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS of the CONTRACT: A. Role of the Architect: The Architect was retained to provide the following Services: 1) prepare Drawings and Specifications sufficient for review by governmental agencies having jurisdiction over the Project; 2 secure a rovals for the issuance of re uired buildin ermits• PP q 9 P 3 review shop drawings and submittals indicated in Section 01 33 15; 4 provide structural observation where required by Section 01 45 31; 5 other activities as may be required by governmental agencies; 6 interpret the Contract Documents, in the form of RFI's and ASI's. After award of contract and during the construction phase of the Project, the Architect was retained to perform the following services: Yes, retained ❑ No, Not retained ❑ Attend job -site meetings [whether regularly scheduled or "as -needed"] ❑ Prepare and distribute meeting minutes; and/or Architect's Field Reports ❑ Prepare and distribute Contract Modifications, including Change Orders, and Construction Change Directives ❑ Review and Approve/Disapprove Substitution Requests ❑ Review unforeseen conditions that MAY arise during construction ❑ Serve as Initial Decision Maker for Owner -Contractor dispute resolution ❑ Review Contractor's Applications for Payment ❑ Attend "Punch -walk" and prepare Punchlist ❑ Prepare and distribute Certificate of Substantial Completion (AIA G704) ❑ Final Completion and Final Payment ❑ Prepare "As -Built" Record Drawings B. Permits: The Contractor and their designated Subcontractors shall obtain all required permits and licenses, and pay all lawful fees assessed by governmental agencies required for his/her contractual portion of the Work, including Demolition Permits, Grading Permits, Building Permits, Plumbing Permits, HVAC Permits, Electrical Permits, Fire Sprinkler and Alarm Permits, and permits for construction in the Public Right of Way. Such fees shall reimbursed by the Owner as a direct expense without markup or additional charges of any kind, unless specifically stated otherwise in the Owner - Contractor Agreement. The Contractor shall be solely responsible for arranging all required inspections in a timely manner, so as to ensure a smooth workflow. C. Inspections: The Contractor shall be solely responsible for arranging and attending SECTION Ol 26 63 - CONSTRUCTION CHANGE ORDERS: ALL required governmental inspections in a timely and efficient manner so as to ensure A. Change Orders: The Contractor SHALL NOT undertake any modifications or revisions to a smooth on -site workflow. All costs related to arranging and attending inspections shall be included in the Contract with NO additional charges of any kind charged to the Contract Documents or undertake any work not included in the Contract Documents, the Owner. Any work failing inspection shall be immediately remedied and re -inspection or proceed with any changes in the Work that adjust the Contract Time or Contract Sum without express written authorization from the Owner or the Owner's Agent. Neither arran ed. Neither the Owner nor the Architect shall bear an res onsibilit or be subject 9 Y P Y 1 the Architect/Engineer nor the Owner shall bear any responsibility or cost for expenses, to additional claims for damn es or dela for the Contractors failure to secure 9 Ys loss, delays or damages incurred by the General Contractor, Subcontractor, or material relevant inspections and remedy deficient or defective work in a timely manner. supplier for Contractor's failure to obtain proper authorization to proceed with such D. Construction Documents: Shall be construed as an integrated whole, and they are revisions modifications or extra work in a time) manner. y complementary, what is required by one shall be as binding as if required by all. Notes B. Chan a Order Format: A Chan e Order shall be re ared and authorized in accordance g g P P dimensions, detail references, and material roduct s ecifications that a l to a /P P PP Y with the Owner/ Contractor Agreement or as indicated in the General Conditions of the particular Subcontract Scope of Work MAY appear on numerous sheets and information Contract. If NO contract provisions exist, the Architect MAY elect to adhere to the on one sheet may not be repeated on others. The depiction of the Work over multiple terms, conditions, format and procedures contained in AIA Document A201, Drawings and Specifications shall NOT be construed as a discrepancy, inconsistency, or "General Conditions of the Contract", paragraph 7.2. error in the Construction Documents, and shall not relieve the Contractor from seeking proper clarification from the Architect. Any decision or action taken by the Contractor SECTION Ol 33 00 - SUBMITTAL PROCEDURES: or an Subcontractor without havin obtained ro er clarification shall be construed as Y 9 P P an unauthorized deviation from the Construction Documents. A. Sho Drawin s & Submittals: The General Contractor shall check, a rove and submit, P 9 PP with such promptness so as not to cause delay in the Work, five (5) copies of all E. Examination and Use of Construction Documents During Construction Operations: The shop drawings and/or catalogue cuts as called for in the various technical sections of Contractor and all Subcontractors shall review ALL sheets of these Drawin s and 9 these S ecifications. Submittals shall include the manufacturer's name roduct P P Specifications as well as any shop drawings provided by others for compliance with or specifications, catalog numbers, cuts of equipment and performance data for each item. application to their Scope of Work. The Contractor shall be solely responsible for This shall in no way be construed as permitting substitutions for specified items. duplication and distribution of Drawings and Specifications to Subcontractors and material The Architect's approval shall not relieve the Contractor of responsibility for conforming suppliers ,and shall be responsible to ensure that these parties have reviewed ALL with the Drawings and Specifications unless attention has been called to such Construction Documents and relied upon their entirety during the performance of their deviations at the time of submission, nor shall it relieve the General Contractor from work. Neither the Owner nor Architect shall bear any responsibility, costs or charges for responsibility for errors in shop drawings or submittals. expenses, loss, delays or damages incurred by the Contractor, Subcontractor or material supplier for failure to completely and competently examine the Construction Documents. B. "Or Equal" Clause: Where the phrases "or equal" or "equal" occurs in the Contract Documents, DO NOT assume that materials, products, equipment or methods will be F. Dimensional Control: All working dimensions shall be derived from information contained accepted as equal unless the item has been specifically accepted by the Architect in the Construction Documents. Specific dimensions shall take precedence over scale, and the Owner in writing. and detailed drawings shall take precedence over large scale drawings. Where dimensions are unclear, do not add properly, are inconsistent between sheets, or other discrepancies SECTION Ol 41 10 - REGULATORY REQUIREMENTS - RESIDENTIAL: exist, it shall be the responsibility of the Contractor to notify the Architect regarding all dimensional discrepancies for the Architect's clarification as soon as such discrepancies A. Building & Safety Regulations: All Work of this project shall conform to the following become evident. Drawings SHALL NOT be scaled to determine dimensions. The Architect California Building Standards Codes and all applicable revisions, modifications and assumes no responsibility or cost for expenses, loss, delays, or damages for material or supplements issued by governmental agencies having jurisdiction over the Project, as well equipment orders, or partially -completed construction when such items or operations as, all applicable codes and ordinances enacted by governmental or quasi -governmental were based upon the Contractor's failure to seek proper clarification, or where agencies having jurisdiction: dimensions were derived from scaling the Drawings. 2025 California Building Code ("CBC"� G. Control and Supervision of the Premises and Work: The Contractor shall supervise and 2025 California Residential Code ("CRC ) direct the Work, shall be solely responsible for all construction means and methods, 2025 California Mechanical Code "CMC" sequences and procedures, and shall coordinate the completion of the Work, including the 2025 California Plumbing Code "CPC" on -site managements of all temporary facilities and utilities, debris removal, and material 2025 California Fire Code "CFC" deliveries and on -site storage, including those furnished and delivered by Subcontractors. 2025 California Electric Code "CEC" The Contractor shall be represented on the jobsite at all times throughout any and all periods of construction operations by a qualified delegate having authority to act on the B. Energy Regulations: All Work shall conform to the the State of California Contractor's behalf. 2019 Energy Code Title 24, Part 6. During construction operations the Contractor shall become familiar with all existing C. Contractor shall perform and complete all work within the requirements of the conditions and dimensions prior to commencing work. If any existing conditions of the applicable Home Owners Association guidelines and/or CC&R's. The Contractor is site or premises are at variance with and materially affect the work shown on the solely responsible for obtaining a copy of such said guidelines prior to submittal Drawings and Specifications, it shall be the Contractor's responsibility to notify the of a final Bid. Architect of any such variances or unforeseen conditions for clarification by the Architect. DIVISION 02 EXISTING CONDITIONS H. Unauthorized Deviations: Contractor or Owner -initiated field revisions, substitutions of materials and products not specifically reviewed by the Architect, construction activity SECTION 02 Ol 00 - MAINTENANCE OF EXISTING CONDITIONS: undertaken without proper clarification, and deviations from the Construction Documents whether intentional or not, whether initiated by the Contractor or the Owner, that occur A. Occupancy of Existing Facility: The Owner will occupy the site and existing building without the explicit knowledge and consent of the Architect shall constitute Unauthorized during the entire construction period, and the facility will remain open and in use. Deviations from the Construction Documents. Work shall be performed so as not to interfere with the Owner's on going operations. The Architect shall not be held responsible for any Unauthorized Deviations, and shall be Existing services and utilities shall not be disconnected, disrupted, or altered without the held harmless for any costs, loss, delays or damages resulting therefrom. Furthermore, express approval of the Owner. The Contractor shall cooperate with the Owner in additional services MAY be incurred by the Architect and its consultants to incorporate establishing which portions of the site are to be designated "restricted access" and off Unauthorized Deviations. The Architect shall be the sole judge as to whether ANY limits to facility staff, facility users and tenants. additional services are warranted by the circumstances. Such Unauthorized Deviations MAY B. On -Site Coordination with Owner: The Contractor shall carefully coordinate those require significant alteration, revision or removal to achieve conformance to the intent construction operations which could interfere with the Owner's on -going use of the site of the Construction Documents, as well as to attain a code -compliant condition. and existing building and notify the Owner's representative at least 48 hours in advance Evidence of the Architect's explicit knowledge and consent include: of the scheduled date and time of such activities. 1 properly reviewed and approved Substitution Requests per Section 01 25 00• 2 written responses to Requests for Information (RFI's) per Section 01 26 13;� 3 written Architect's Supplemental Instructions ASI's) per Section 01 26 36; 4 written Construction Chan a Directives CCD s er Section 01 26 46• 9 ( � P 5 written Change Orders per Section 01 26 63; 6 redmarks on reviewed shop drawings and submittals per Section 01 33 10; With regards to Architect -Contractor communication, telephonic conversations, text messages, and emails not clearly labeled as RFI's, are advisory ONLY, and DO NOT constitute explicit knowledge and consent for purposes of what constitutes an Unauthorized Deviation. J. Guaranties and Warranties: Where no specific guarantees or warranties are provided for in the various Divisions of Work in the Specifications, the following "Standard Guarantee" shall apply: Standard Guarantee - Contractor shall guarantee all work under this Contract free from defects of workmanship and materials for a period of one (1) year from the date at which Substantial Completion is achieved; and shall guarantee to repair, replace or otherwise make good, at the Contractor's expense, any defects developing within the guarantee period. DIVISION 01 GENERAL REQUIREMENTS SECTION Ol 25 00 - SUBSTITUTION PROCEDURES: A. Substitutions and Product Options: The General Contractor shall base his proposal on the exact brands, systems, methods, and materials shown. DO NOT substitute systems, equipment, products, materials or methods unless such substitution has been approved specifically in writing for this work by the Architect. All requests for subsitution shall include the name of the system, equipment or material for which it is to be substituted and a complete description of the proposed substitution including drawings performance and test data, and other information necessary for a complete evaluation. A statement setting forth changes in other systems, equipment, materials, or other portions of the Work including changes in the Work of other contracts that incorporation of the proposed substitution would require shall be included. Contractor wall warrant in writing that proposed substitution shall perform as specified in the Contract Documents and assumes responsibility for such performance. B. Review of Substitution Requests: The burden of proof of the merit of the proposed substitution is upon the proposer. The Architect's decision of approval or disapproval of a proposed substitution shall be issued in writing and shall be final. If the Architect approves a proposed substitution prior to receipt of Bids, such approval shall be set forth in an Addendum. Bidders shall not rely upon approvals made in any other manner. C. Reimbursement of Anc�itect's Costs: In the event Contractor initiated substitutions are proposed after award of Contract, the Architect and the Architect's Consultants shall record all time and a ense used b them in evaluation of each ro osed substitution. xP Y P P Whether or not the Architect approves a proposed substitution, the Contractor shall promptly, upon receipt of the Architect's billing, reimburse the Architect at the rate of three ( 3 ) times the direct cost to the Architect and the Architect's Consultants for all time spent by them in evaluating the proposed substitution. D. Construction of Unauthorized Substitutions: After award of Contract, DO NOT substitute systems, equipment, products, materials or mehtods UNLESS such substitution has been approved specifically in writing by the Archtect. The Contractor shall not construct any deviation from the Contract Documents without first obtaining prior written consent from the Architect. Any deviations constructed without prior proper consent shall be corrected, remedied or replaced at NO expense to the Owner or Architect. SECTION Ol 26 13 - REQUESTS FOR INFORMATION (BFI's): A. Re uest for Information Defined: Should the Contractor have an uestions arisin with q Yq 9 respect to the intent of the Construction Drawings, discrepancies between field conditions and the Drawings, or any such other clarifications, the Contractor shall request additional information from the Architect. A re uest for information b the Contractor or res onse q Y P b the Architect shall not be construed as a Chan a Order or Construction Chan e Directive, but only as a clarification of the intent of the Documents. g B. Request for Information Procedures: The Contractor shall submit all RFI's to the Architect in writing describing the issue or item within the Drawings which needs to be further clarified. Only similar or related issues shall be contained within an individual RFI; the Contractor shall submit as many separate RFI's as needed for non -related or non -similar issues or items. Each RFI submitted to the Architect shall be sequentially numbered by the Contractor for reference purposes. The Architect shall prepare a written response to the Contractors RFI and respond via fax or email within three business days of receipt. Telephonic responses by the Architect to RFI's are non -binding and the Contractor shall assume all risk for proceeding without SECTION 02 41 00 - DEMOLITION: A. Sco e: The Work of this Section includes demolishin and coin letel removin from the P 9 P Y 9 site all existing construction, site improvements, paving, foundations, underground appurtenances, interior partitions, suspended ceilings, lights, electrical, HVAC and plumbing, cabinetry, fixtures, equipment, flooring and wall coverings as shown on the Drawings to be removed. The Scope of Work shall include all necessary materials, labor, tools, transportation and equipment, temporary utilities, dust control and protective measures for a complete and safe operation. B. Permits, Fees and Preparation: The General Contractor shall pay all required permit and dump fees, obtain required permits, post government required notices of building demolition and severance of utilities, obtain permits to haul and dispose of debris and trash and arran a for and terminate all utilities to be disconnected. Arran ements shall 9 9 be made for the continued safe operation of utilities that are to remain in place and operational. C. Items of Salvage and Reuse: All items indicated on Drawings to be salvaged or reused in the finished work shall be neatly and properly stored in areas designated by the Owner. D. Discovery and Removal of Hazardous Materials: The demolition, handling, removal and disposal of hazardous materials shall be performed by a licensed contractor properly registered with state and federal authorities for such work, and in strict accordance with applicable law. E. Maintaining Weather -tight Conditions: The General Contractor shall maintain all existing conditions in a waterproof and weather -tight condition and provide temporary protection against intrusion of weather during the course of demolition, unless the scope of demo lition specifically indicated on the Drawings requires the removal of exterior wall and roof elements where weather intrusion would not damage or adversely affect existing improve ments to remain. F. Dust Control Measures and Protection of Existing Improvements: The General Contractor shall provide and /or erect all temporary barriers, fences, guardrails, debris chutes, dust control measures, noise abatement measures and other items required to protect the Contractor's and Owner's personnel, the general public, on -going facility operations, the Owner's common area, building and site features, all existing improvements that are to remain in the finished work, public streets, roadways, adjacent easements and adjacent property. G. Approved Access Routes and Dumpsters: The General Contractor shall verify with the Owner specific procedures and protective measures to be implemented, the schedule for removal of waste and debris from the site, as well as the location of dumpsters and approved access routes to be used in transporting the debris to the dumpsters. Areas and routes not approved by the Owner shall not be used for any purpose. H. Temporary Bracing and Shoring: The General Contractor shall be solely responsible for the desi n en ineerin and structural stabilit of tem orar bracin su orts and or 9 9 9 Y P Y 9 PP / shoring that may be required to securely and adequately brace existing construction during demolition operations to prevent settlement, sudden movement or misalignment of building components expected to remain in their existing location and configuration. J. Cutting Post -Tensioned Slabs: During demolition operations, DO NOT cut, break or core - drill through existing post -tensioned slabs. Where contractor discovers the existence of post -tensioned slabs, the Architect shall be notified immediately for clarification. K. Electrical Demolition: Shall be carried out in such a manner so as not to interfere in any way with the satisfactory performance of electrical systems in other portions of the building or site to remain in use during demolition operations. The intent is that all conduit and wiring systems, equipment and fixtures shall be removed back to the nearest active panel, junction box or device and the remainder of the system left in operating condition unless specifically indicated on the Drawings. Unused circuit breakers and switches in panels that are to remain shall be tagged "SPARE" with the rating and date of disconnection shown. L. Telecommunications Demolition: Disconnect and completely remove from the premises all discarded or abandoned telecommunications or data cabling installed above the ceiling system. Unused cable shall not be abandoned in place. M. Scar Patching: Remove existing picture hooks, nails and wall anchors from existing drywall surfaces to remain, scar patch and re -texture to match existing adjacent. N. Cleanup: Dispose of all debris, materials and equipment that is not to be reused or salvaged away from the project site in licensed and approved dumpsites or landfills. After completion of demolition work clean all areas of dirt, dust, trash and debris and leave the project area, building common areas, ,project site and surrounding areas and all public rights of way in a neat, "broom clean and orderly condition. Repair and/or repaint all existing surfaces that may have been marred or damaged during demolition. any written response. C. Owner's Approval: Any impacts, adjustments, or modifications to the Contract Time or DIVISION Contract Sum as a result of the Architect's response to the RFI, shall be presented to the Owner, by the Contractor, and properly authorized before commencement of such ®IVISI®N changes. The Architect shall not be held responsible for costs incurred by the Contractor for the Contractor's failure to obtain proper authorization. SECTION Ol 26 36 - ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS: DIVISION A. Architect's Supplemental Instructions: The Architect shall have the express authority to DIVISION order minor changes in the Work that do not involve adjustments to the Contract Time or the Contract Sum and that are not inconsistent with the intent of the Contract Documents. The Contractor shall carry out such written instructions promptly. Commencement of the Work shall indicate agreement that no adjustments will be required in either the Contract Time or Contract Sum. In the event that the Architect's Instructions re uire contract adjustments, such changes shall be effected by written Change Order ?Section 01 26 63) or Construction Change Directive (Section 01 26 46). SECTION Ol 26 46 - CONSTRUCTION CHANGE DIRECTIVES: A. Construction Change Directive Defined: A Construction Change Directive is a written instrument instructing the Contractor to proceed with a Change in the Work immediately; implemented when the Owner and Contractor, for whatever reason, have NOT reached an agreement for an adjustment in the Contract Time or Contract Sum, as formally indicated with a Change Order. B. Further Resolution: Upon receipt of the Change Directive, the Contractor shall proceed with the chan es in Work immediate) . If the Owner and the Contractor continue to 9 Y disagree with an adjustment to the Contract Time or Contract Sum, the method used for determining the changes to the Contract Sum and Contract Time shall be that as established in the Owner Contractor a reement. If no such rovision exists the / 9 P Architect shall be responsible for determining the Change in Contract Time and Contract Sum by the method as established in AIA Document A201 "General Conditions of the ��;.i �1��(��NI'; I SECTION 06 22 00 - MILLWORK: A. Scope: The Work of this Section includes the milling, fabrication and installation of all decorative wood items and all miscellaneous items of exposed wood either factory- or shop -milled to either stock or custom shape, including built-in shelving, crown mouldings, base boards, door and window casings and trim, fireplace surrounds, wall caps and chair rails. The Work shall include all scribing, field fitting and cutouts as required for the installation of fixtures, equipment and appliances provided by other trades. Scope of Work shall include all tools, equipment, fastening devices and adhesives required for a complete and workmanlike installation. B. Standards: Finish carpentry and millwork shall conform to the "Manual of Millwork" Standards of Industry adopted by the Woodwork Institute, latest edition. C. W.I. Grade: All fabrication and installation materials and methods shall comply with the Custom grade as described in the W.I. Manual. D. Wood Species: Decorative wood items shall be milled from kiln -dried stock of the following species: 1 Pin fr sb rd e o Ba a oa s 2) MDF for Casing and crown molding where occurs Contract", paragraph 7.3. E. Intended Finish: The intended finish for all items of millwork is To Be Determined F. Backpriming: All items of millwork shall be backprimed as required for a sound installation, either in the shop or immediately upon delivery to the project site. G. Substrate Ins ection: The Subcontractor installin items of millwork shall ins ect the P 9 P substrates and conditions under which the Work is to be performed. Correct irregular conditions detrimental to a timely and workmanlike installation of the Work of this Section rior to commencement of millwork installation. Commencement of work shall .p signify acceptance of rough framing and substrate conditions. H. Workmanship and Installation: The entire finished installation and all assembled pieces shall present First Class Workmanship for the Grade specified as described in the W.I. Manual. SECTION 06 40 00 - ARCHITECTURAL WOODWORK: A. Scope: The Work of this Section includes the milling, fabrication and installation of all cabinetry, casework and all miscellaneous items of exposed wood either factory- or sho -milled to either stock or custom sha a includin refabricated cabinets cases P P 9 P countertops, shelves and related finish hardware. The Work shall include all scribing, field fitting and cutouts as required for the installation of fixtures, equipment and appliances provided by other trades or by the Owner. Verify the locations and dimensions of all built-in items for proper installation. Scope of Work shall include all tools, equipment, fastening devices and adhesives required for a complete and workmanlike installation. B. Standards: All cabinetry and casework shall conform to the "Manual of Millwork" Standards of Industry adopted by the Woodwork Institute, latest edition. C. W.I. Grade: All fabrication and installation materials and methods shall comply with the Custom grade as described in the W.I. Manual. D. Wood Species: Face veneers, trim and decorative pieces shall be milled from kiln -dried stock of the following species: To Be Determined By Owner E. Intended Finish: The intended finish for all exposed cabinet surfaces is To Be Determined By Owner F. Paint Grade Cabinet Interiors: The interior surfaces of cabinets, drawers and shelves shall be melamine. Color shall be White. G. Hardware: Shall be manufactured by one of the following: Accuride, Blum, Builders Brass, Knape and Vogt, or Mepla, Inc. H. Glass: All glass and glazing located in doors shall be 1/8" thick clear tempered glass. J. Substrate Inspection: The Subcontractor installing cabinetry and casework shall inspect the substrates and conditions under which the Work is to be performed. Correct irregular conditions detrimental to a timely and workmanlike installation of the Work of this Section, prior to commencement of millwork installation. Commencement of work shall signify acceptance of rough framing and substrate conditions. K. Fabrication and Installation: Fabricate all cabinetry and casework with tight fitting joints, carefully cut and secured. Set exposed nails, counter sink exposed screws for putty. Finish lumber shall be dressed free of tool marks and other surface defects, clean and sanded thoroughly for application of final finish. Cabinetry shall be delivered to the project site finish -ready. Final installation shall include scribing to wall and ceiling surfaces so as to be plumb, level and true. L. Workmanship: The entire finished installation and all assembled cabinets and cases shall present First Class Workmanship for the Grade specified as described in the W.I. Manual. DIVISION 07 THERMAL & MOISTURE PROTECTION SECTION 07 21 00 - THERMAL INSULATION: A. Scope: The Work of this section includes the insulation of wall and partition cavities, ceiling cavities, raised floors and roof structures defining the building thermal envelope including all insulating materials, cap sheets and other miscellaneous items required to achieve the resistance values as indicated on the Drawings. The Work shall include all field cutting, fitting, attachment, and joint sealants as required for a secure and thermally competent envelope. The Scope of Work shall include all tools, equipment, fastening devices and adhesives for a complete and workmanlike installation. B. Standards: All materials, equipment, and workmanship shall conform to the requirements of CBC section 719, and all standards, provisions, and requirements of the California Buildin Ener Efficienc Standards Title 24 Parts 1 and 6• Current Edition. 9 9Y Y C. Materials: Insulation materials shall NOT contain any Ozone depleting components. C. Flammability Ratings: All insulation materials shall comply with the following ratings: Flame Spread: 25 or less Smoke Developed: 50 or less E. Manufacturers: Products of the following manufacturers are approved for use: 1) Johns Manville 2) Owens Corning F. Residential Applications: Install thermal insulation as specified herein where the following conditions occur: 1. Attic: Product: Kraft faced fiberglass batts R-value: R-38 2. Concealed Residential Roof Rafter Cavities: Product: Sprayed Foams R-value: R-30 3. All Residential Exterior Walls: Product: Kraft faced fiberglass batts R-value: R-21 SECTION 07 31 29 - WOOD SHINGLE ROOFING: A. Sco e: The Work of this Section includes furnishin and installin all shakes trims and P 9 9 accessories, underlayments, flashings, fasteners and sealants as required for a complete, watertight and weathertight installation. Scope of Work includes all materials, labor, tools and equipment required for a complete and workmanlike installation. B. Roofing Classification: Roofing shall meet Underwriter's Laboratories minimum Class "C" standards as a fire -retardant assembly. C. Guarantees & Warranties: Both the General Contractor and the Roofing Contractor shall jointly and unconditionally issue a two (2) year written guarantee for a watertight roofing assembly commencing from the date of acceptance of the Work by the Owner and the Architect. Such guarantee shall include all roofing and flashing materials and all fasteners and fastening systems. D. Products: Wood shingles shall be Cedar with fire retardant treatment. E. Fasteners: All shakes shall be mechanically fastened in compliance with the applicable requirements of the California Building Code. All nails shall be galvanized. Manufactured fastening systems shall be installed per the manufacturer's written recommendations. F. Substrate Inspection & Preparation: The Subcontractor installing roofing shall examine all areas, surfaces, substrates and conditions under which the application is to take place to determine the acceptability of same. Substrates shall be smooth, thoroughly dry, clean and free of dirt, dust and debris. Correct any conditions detrimental to a timely and proper installation of the Work of this Section, prior to commencement of installation. Commencement of installation shall signify acceptance of substrate and working conditions. G. Underlayment: Upon completion of substrate preparation install the following membrane underlayment prior to tile installation: 1) For roof pitches 3 in 12 and over: A. Nail one layer of 30# felt parallel to eave lay with 4" head lap and a 6" end lap B. Nail second la er of 30 felt over first. Y # n " lay with 4 head lap and a 6 end lap C. Blind nail under laps. H. General Installation & Workmanship: 1. Roofing operations SHALL NOT be conducted when water in any form is present on the substrate, the underlayment or when materials are damp or likely to be wetted by environmental conditions. 2. Chalk horizontal and vertical lines on underlayment membrane to assure proper spacing for appearance and water tightness. 3. At regular intervals during the installation, visually inspect the installation at a distance from a point on the ground to insure consistent vertical exposure, and to insure that the installation matches any existing adjacent roofing as closely as possible. SECTION 07 51 10 - TORCH -DOWN BITUMINOUS ROOFING - RESIDENTIAL: General A. Scope: The Work of this Section includes the installation of all asphaltic modified bituminous membranes and base flashing. The Work detailed in the specifications herein shall be installed so that the system does not permit the intrusion of water. Work shall also included all temporary scaffolding, protective barriers, materials and methods required to protect the work of other trades from damage and ensure the safety of passers-by. Scope of Work included all material, labor, tools, and equipment as required for a complete workmanlike installation. B. Standards: All work must adhere to the specified requirements listed herein: 1. Underwriters Laboratory (UL) - Minimum Class "A" standards as a fire -retardant assembly. 2. ASTM D 4601 98 Standard specification for asphalt -coated glass fiber base sheet used in roofing. 3. ASTM D 6222-02 Standard specification for Atactic Polypropylene (APP) modified bituminous sheet materials using polyester reinforcements. 4. Asphalt Roofing Manufacturers Association (ARMA) 5. National Roofing Contractors Association (NRCA) C. Quality Assurance: The following criteria must be adhered to prior to and during the course of Work: 1. Contractor shall examine the Drawings and Specifications affecting Work of this Section, verify all conditions, review installation procedures, and coordinate scheduling with interfacing portions of the Work prior to commencement of the Work. 2. Contractor shall use an adequate number of skilled workman th roughly trained and experienced in the necessary crafts and completely amiliar with the specified requirements and methods needed for proper perf rmance of the Work of this Section. 3. Installer shall be classified as and Authorized Contractor as defi ed and A certified b Johns Manville. Y I D. Submittals: Contractor shall furnish and submit five (5) copies of product da a sh s for each type of product indicated in this Section. FOR PE E. Project Conditions: Proceed with roofing only when existing conditions permit. Ambient temperatures must be above 45 degrees Fahrenheit. F. Delivery, Storage, and Handling: Materials shall be delivered in original sealed containers, clearly marked with supplier's name, brand name, and type of material. Reco mended material storage temperature is above 55 degrees Fahrenheit. Handle product to avoid damage to container. Do not store for long periods in direct sunlight. Store II products in a manner so as to avoid contact with moisture. G. Guarantee: The Contractor shall provide a Manufacturers standard warranty p or�ia ste r I D limited warrant where the manufacturer a rees to re air or re lace the ort Y 9 P P P . on of the roofing materials that have resulted in a leak due to manufacturing defect o cts caused by ordinary wear and tear for a term of: • mate. 1. Ply Sheets: ten (10) years 2. Granule Surfaced Membrane: Twelve (12) Years Materials: ' A. Manufacturers" Products and materials of the following manufacturers are approved for use: 1. Johns Manville 717 17th Street Denver, CO 80202 a) Asphalt coated glass fiber reinforced base sheet b) Granule surfaced modified bitumen membrane with a non -woven polyester mat coated with APP polymer -modified asphalt Dibuten Poly/4.5 Slate - in White (Cool Roof) 2. Accessories: Contractor shall provide any additional accessories needed for the complete installation of the product, and related materials, specified herein. Workmanship: A. Inspection: Applicator shall examine the areas and conditions under which work of this Section will perform to verify that the surfaces are ready to receive the Work. Verify that the deck is clean smooth dr and verif that all roof o enin s curb i es Y. Y P 9 P P sleeves, ducts, vents, or other penetrations through the roof are solidly set, and that flashings are tapered. B. General: Install roofing system in accord with manufacturer's recommendations and all current application requirements in addition to those listed in this Section. 1. Install all plies parallel with the slope of the roof. Plies must extend over ridges and nailed on 6" centers. 2. Start the application of the membrane plies at the low point of the roof or at the drains, so that the flow of water is over or parallel to, but never against the laps. C. Base Sheet: 1. Roll the base sheet out over the prepared substrate and allow it to relax. Lap the base sheet so the flow of water is over or parallel to, but never against the laps. 2. Lap the base sheet 2", and 4" on the ends, with adjacent laps a minimum of 18" apart. D. Ply/Cap Sheets: 1. The surface over which the membrane is to be installed must be clean, dry, smooth, and prepared. 2. Membrane must be run parallel to the roof slope and back nailed in accordance with Johns Manville application requirements. 3. Never apply membrane by any method except welding with a propane torch or other equipment specifically designed for application or torch -able modified bitumen. 4. Avoid over heating which may result in damage to or improper adhesion of the 5. A minimum 3/8" bitumen flow -out must be obtained at all seam areas. Dry overlaps are not acceptable. Check all seams for full and uniform adhesion. Un-adhered seams must be lifted with a heated trowel and resealed by lightly torching the seam area. 6. All end laps must be staggered a minimum of 18" so that no adjacent end la s coincide. _ P E. Final Clean Up: All Work areas are to be kept clean, clear and free of debris at all times. Properly clean the finished roof surface after completion, and make sure the drains and gutters are not clogged. F. Protection: Protect all partially and fully completed roofing work from other trades until completion. SECTION 07 92 00 - JOINT SEALANTS: A. Scope: It is the intent of this Section to provide a positive barrier against penetration of air and moisture at joints between items where sealant or caulking is essential to maintaining the continued integrity of the barrier. Such caulking and sealing shall norm- ally be performed under the work of various other Sections but shall be performed in strict accordance with the provisions of this Section. It shall be the responsibility of the Contractor to carefully study the Drawings and Specifications and to furnish and install - the proper backer materials, caulking and sealants which are best suited to the install ation, and are so recommended by the manufacturer. Scope of Work includes all materials, labor, tools, and equipment for a complete and workmanlike installation. B. Submittals: Where particular products or manufacturers are specified in the Drawings or these Specifications, the Contractor shall submit two (2) copies of manufacturer's data for all materials specified including primers, backer rods, liquid membranes and sealants to the Architect for review prior to installation. C. Project Conditions: Exterior air, surface and substrate temperatures shall be at least 40 F degrees at time of application and shall remain at minimum temperature for at least 24 hours after application. DO NOT install sealants or caulking on moist or damp surfaces except where materials are specifically manufactured for use in adverse weather conditions. Adequate time shall be allowed after precipitation for substrates to dry completely. D. Delivery, Storage & Handling: Deliver sealant and caulking materials and components in manufacturers on final uno ened acka es or containers with labels intact. Store all 9 P P 9 materials and coin onents flat off the round and covered to rovide suitable rotection a ainst deleteriouspeffects from ex osure to moisture and heat• Material on allets shall 9 P P not be double stacked on the project site. Store solvent based liquid materials in an upright position away from heat and flame; handle in accordance with manufacturer's written instructions. Handle membranes and sheet roducts to revent damn a to P P 9 corners, edges and faces. Remove damaged or deteriorated materials from the project site at no additional cost to the Owner. Materials that have exceeded the shelf life recommended by the manufacturer shall not be installed. E. Manufacturers: Subject to compliance with these Specifications products of the following manufacturers are approved for use: 1) Bostik 211 Boston Street Middleton, MA 01949-2128 Tel. 800 726 7845 F. Products: The followin roducts area roved for use. Color of caulkin and 9 P PP 9 sealant shall match adjacent surface color as nearly as possible, unless specifically specified elsewhere. 1) Bostik; Chem -Calk 915 One -Component Polyurethane Sealant, gun grade. G. Backer Materials: Joint backer materials shall be polyurethane foam or closed -cell neoprene rubber strips or backer rods, sized to compress in the joint to approximately 75 % percent of its original size to provide substantial resistance to displacement. Verify the compatibility of backer materials with sealant and caulking compounds. H. Substrate Inspection: The Subcontractor furnishing and installing sealants and caulking shall examine all areas, surfaces and conditions under which the application is to take place to determine the acceptability of same. Verify that the work of other trades is complete to the point where this installation may properly commence; also verify that sealants and caulking materials may be installed in accordance with the Drawings, the Specifications, the manufacturer's written recommendations, and all pertinent codes and regulations. Surfaces shall be thoroughly dry, clean and free of dirt, dust, debris, grease, form oil, or other surface contaminants. Concrete surfaces shall be free of any loose aggregate, shall not have voids, honeycomb, rock pockets or protrusions. Normal -weight concrete and masonry shall have cured a minimum of seven (7) days; lightweight concrete a minimum of fourteen (14) days prior to application of sealants and caulking. Correct irregular conditions detrimental to a timely and workmanlike installation of the Work of this Section, prior to commencement. Commencement of work shall signify acceptance of substrates and conditions. J. Substrate Preparation: Clean all surfaces and substrates where sealants and caulking are to be applied, by means of scraping, wire brushing, sanding or other methods as appropriate to the materials. Remove protective coatings and films that may be covering fabricated sheet metal surfaces. During surface preparation, care should be taken to prevent damage and staining to adjoining surfaces that are intended to remain exposed. K. Caulking Application: Install sealant at all control joints, expansion joints, seams in metal flashings, gaps in exterior siding materials, at exterior door and window openings and where plumbing fixtures are set against finish surfaces. Fill all voids, run bead smooth, free of sags with sufficient force to ensure complete bond with adjoining surfaces. Tool joints to slight concave surface. Use masking tape where required to protect adjoining surfaces from staining or soiling and where a neat straight joint is required. Remove protective tape after joint has been filled, caulked and tooled. DO NOT caulk under weather conditions potentially harmful to the set and curing of the caulking material, except where materials are specifically manufactured for use in adverse weather. L. Cleanup: Remove excess material and immediately clean adjacent surfaces which may have been soiled or smeared. Repair and correct defects in work due to faulty materials, methods or workmanship. ARCHITECTURE / INTERIORS A DIVISION OF FOX GROUP ARCHITECTS, INC. 275 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 92866 FAX: 714 628-0797 RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE. STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. 0 M M N 9 � 0 0 0 Q � � � 0 0 � O NJJ N IX W b 0 Q I CO< (00 0 Q ,V b N (Ol PROFESSIONAL SEAL �S�D ART �C�' OL TIN/�� F v , TO ( f �1 I No. C-19457 �� REN.8-30-27 9��, OQ OF CM_:� GENERAL NOTES AND SPECIFICATIONS MILESTONE& REVISIONS PLAN CHECK CORR 5/4/26 0 .. A - 0 .. A - SHEET N1.1 E CITY OF SANTA ANA Planning .c I; , , , , a? �, U N Q_ co 10 N cry 0 U / N N s co / O-0 CV v \ 0 Lo CD. WIW 0Z I_ OLU J a'. U. DIVISION 03 OPENINGS SECTION 08 14 00 - WOOD DOORS AND FRAMES: A. See Door and Window Schedule for door sizes, types, finish and hardware sets. B. Stain Grade Wood Doors: Where "Stain Grade Finish" is indicated, provide solid core wood doors with the following face veneers and finish: 1) Face Veneers: Plain Sliced White Maple <Plain Sliced White Birch> <Plain Sliced Red Oak> <Plain Sliced Honduroas Mahogany> 2) Finish System: One 1) coat sanding sealer, and Two 2 coats clear satin lacquer �) q C. Paint Grade Wood Doors: Where "Paint Grade Finish" is indicated, provide solid core wood doors with the following face veneers and finish: 1) Face Veneers: Plain Sliced Birch <Masonite hardboard> 2) Finish System: One 1) primer coat, and Two 2) finish coats of paint D. Door Installation: Hang doors plumb and true, free from warp, with 1/8" clearance at jambs and head and 3/8" clearance from floor covering at bottom. Rehang or replace doors which are hingebound or which to not swing freely. SECTION 08 52 00 - WOOD WINDOWS: A. Scope: See Window Schedule for window sizes, types and operation, as well as location of new, replacement and existing windows. B. Standards: Window fabrication shall comply with the requirements of ANSI/AAMA A440-05/101 /I.S.2. C. Manufacturers: Wood windows shall be manufactured by Kolbe and Kolbe. D. Finishes, Muntin Bars, and Brick Moulds: Shall match existing adjacent windows. E. Screens: Windows shall come complete with factory window screens. F. Window Installation: Install windows plumb and true. Attach to rough framing per the manufacturer's written recommendations. G. Glass and Glazing: Shall be clear. Provide tempered glass as indicated on the Window Schedule. Tempered glass shall be permanently etched or ceramic fired by manufacturer for identification. C. Accessories: Shall be standard steel corner bead and casing bead. Joint Tape and ready mixed joint compound shall meet ASTM C-475-01. Finish treatment for painted Finish treatment for painted surfaces shall be: 1) Level 5: smooth untextured final skim -coat; flat, no ridges or blemishes suitable for semi -gloss & gloss paint, and wallcoverings 2) Level 4: smooth final coat; no ridges or blemishes; light texture suitable for eggshell & flat paint 3) Level 3: no ridges; heavy texture 4) Level 1: "Fire -taped'; no finish texture, unpainted SECTION 09 30 00 - CERAMIC TILE: A. Scope: The Work of this Section includes the furnishing and installing of all ceramic glass, metallic, and/or porcelain tile and grouting materials, preparation and installation of substrate materials. The Work detailed in the specifications herein shall be installed so that the system does not permit the intrusion of water. Approved samples and mockups shall be kept at the job -site at all times. Scope of Work includes all all labor, tools, equipment and components necessary for a complete and workmanlike installation. B. Quality Assurance: The following criteria must be adhered to prior to and during the course of the Work: 1. Contractor shall examine the Drawings and Specifications affecting Work of this Section, verify all conditions, review installation procedures, and coordinate scheduling with interfacing portions of the Work prior to commencement of the Work. DIVISION 09 FINISHES M SECTION 09 24 00 - EXTERIOR LATH & PLASTER: A A. Scope: The Scope of the Work of this section includes furnishing and installing all lath B and water-resistant underlayment and (3) coat exterior cement plaster as indicated on the Drawings, including removal of existing lath and plaster and patching of existing plaster finish as required for a seamless tie-in. Scope includes furnishing and installing C all plaster grounds, corner beads, expansion joints, casing beads, weep screeds, channel screeds, vent screeds, drip screeds, moldings and miscellaneous trim shapes and accessories. Contractor shall completely patch back all existing areas of plaster finish modified for new addition, matching existing adjacent finish and texture. Scope of Work includes all materials, labor, tools and equipment as required for a complete and Work- manlike installation. B. Standards: All lathing materials, lath attachment spacing, plaster materials and mixes, and plastering operations shall be in strict accordance with CBC Chapter 25. C. Submittals: The Subcontractor responsible for cement plaster shall submit two (2) W 12" x 12" samples of each specified finish and color to the Architect for review and A approval prior to commencement of plastering operations. One (1) set of approved color coat samples shall be kept at the jobsite at all times. D. Welded Wire Fabric Lath over Wood Construction: Shall be Double -Paper Stucco -Rite (4706 D) Standard self -furring type, with 16 x 16 gauge wire, not to exceed 2" inch B openings, and two (2) layers of Grade D paper, as manufactured by K-Lath, a Division of Tree Island Steel; ICC ES # ER-1254. E. Welded Wire Fabric Lath over Steel Stud Construction: Shall be Double -Wire Stucco -Rite Standard SFB self -furring type, with 16 x 16 gauge wire, not to exceed 2" inch openings and two (2) layers of Grade D paper, as manufactured by K-Lath, a Division of Tree Island Steel; ICC ES # ER-1254. F. Lath Trim and Accessories: Provide and install the following accessories as manufactured by Alabama Metal Industries Corporation, as indicated on the Drawings: 1) Outside Corners: "X-1" corner bead with mesh flanges 2) Expansion Joints: "M" expansion joint 3) Casing Beads: "X-66" casing bead with mesh flanges 4) Weep Screeds: 26 gauge 3 1/2" vertical leg with weep holes Finish shall be Zinc Alloy. G. Aluminum Plaster Moldings and Screeds: Where indicated on the Drawings, provide and install aluminum moldings of the size, shape and type specified as manufactured by the Fry Reglet Corporation. All moldings shall be extruded alloy6063 T5, with clear anodized architectural 200R1 medium etch finish. Install One 1) layer of building paper C. behind all moldings, such that the manufacturer's recommended shiplap with lathing materials is attained, prior to securing in place. Install moldings in full ten foot lengths whenever possible, securely attaching with fasteners as appropriate to the substrate at D 16" inches on center maximum. For vertical installation on a vertical surfaces, install the paper -backed wire lath over top of installation flanges of moldings. For horizontal installation on vertical surfaces, install paper -backed wire lath over top of upper and S lower installation flanges, with one (1) layer of additional building paper placed between the upper installation flange and the paper -backed lath. All joints and mitered corners A shall be accurately cut and fitted into place and securely fastened and sealed to prevent moisture intrusion. H. Portland Cement Plaster Mix: Portland Cement shall be Type I from tested stock in conformance with ASTM C150-04. Plaster sand shall be clean and well graded in conform- ance with ASTM C144-04. Mix water shall be clean, potable water free from minerals and B. organic substances. Plaster mix ratios b volume for each coat shall be as follows: g 1) Scratch Coat: 1:4 (cement/sand) 2) Brown Coat: 1:5 (cement/sand) 3) Finish Coat: 1:3 (cement/sand) J. Intended Finish Surface: Finish coat shall be smooth, flat hard steel trowel finish. C. K. Color Coat: The finish coat shall have integral color as follows: 1) 2) L. Substrate and Framing Inspection: The Subcontractor installing lath and plaster shall examine all areas, substrates and framing conditions over which lath and plaster are to be installed. Correct any framing misalignments, substrate irregularities or other cond- itions detrimental to a timely and proper installation of the Work of this Section prior to commencement of lathing operations. Commencement of lathing operations shall signify acceptance of substrate conditions. M. Lathing Operations: Install lath such that ends lap at supports at least one (1) mesh, staggering ends of lath to avoid continuous vertical joints on the same support member. Attach lath with corrosion -resistant fasteners as recommended by the manufacturer, with sizes and spacing of fasteners in strict accordance with CBC Table 2507.2. All lath trim, and accessories shall be attached securely in place so as to provide proper base and reinforcement for plaster, and as required to keep them straight, plumb and level during plastering operations. N. Plastering Operations: Apply scratch coat with sufficient material to form good keys on metal lath or wire fabric lath. Embed and fill all spaces of lath and score horizontally. DO NOT apply brown coat sooner that 48 hours after application of scratch coat for exterior surfaces. Apply brown coat, bring out to grounds, straighten to a true surface, plumb and level within 1/4" inch tolerance in 5 feet, float and compact and leave surface sufficiently rough to assure adequate bond for finish. On exterior vertical surfaces, cold joints in brown coat shall not occur over cold joints in scratch coat. 2. Contractor shall use an adequate number of skilled workmen thoroughly trained and experienced in the necessary crafts and completely familiar with the specified requirements and methods needed for proper performance of the Work of this Section. Performance Requirements: Tile on walkway surfaces shall be slip -resistant with a minimum of 0.6 friction coefficient when wet. Samples: Contractor shall submit five (5) samples of each product specified in each color to the Architect for review prior to commencement of installation. Where blended mosaic tiles are specified, Contractor shall furnish and submit one (1) sample of blended mosaic tile and specified grout on a 12" x 12" plywood panel illustrating the pattern, color variations, and grout joint size. This shall in no way be construed as permitting substitutions for specified items. Project Conditions: Proceed with the Work of this Section only when existing conditions permit. Ambient temperatures must be above 50 degrees Fahrenheit. Delivery, Storage, and Handling: Materials shall be delivered in original sealed containers, clearly marked with supplier's name, brand name, and type of material. aterials: Products: To be determined by Owner Accessories: Contractor shall provide any additional accessories needed for the complete installation of the product, and related materials, specified herein. Edge Protection and Transition Profiles: Unless detailed otherwise, the perimeter edges of all ceramic floor tile areas adjacent to dissimilar flooring materials shall be protected by means of a continuous metal edge bonded into the setting bed. Edges and profiles shall be manufactured by Schluter Systems and have the following features: 1) Profile: "Schiene" for same -height materials "Reno-TK" for different height materials Material: Aluminum Finish: Clear Anodized orkmanship: Inspection: The Subcontractor installing the tile shall examine all areas and substrate to receive tile. Correct any conditions detrimental to a timely and proper installation of the Work of this Section, prior to commencement. Commencement of Work shall signify acceptance of substrate conditions. General Installation: Install the tile in accord with manufacturer's recommendations and all current application and trade requirements. See Section 07 for Thermal and Moisture Protection requirements. 1) Installation Type: Over Exterior Concrete Substrates Mortar: Thin -Set Substrate Waterproofing: None 2) Installation Type: Over Interior Concrete Substrates Mortar: Thin -Set Substrate Waterproofing: None 5) Installation Type: Over Shower Floors and Walls Mortar: Full Bed Substrate Waterproofing: Hot -Mopped 6) Installation Type: Over Drywall Partitions Mortar: Thin -Set Substrate Waterproofing: None Final Cleanup: All work areas are to be kept clean, clear, and free of debris at all times. Properly clean the finished surface after completion, and make sure drains and fixtures are not clogged. Protection: Protect all partially and fully completed work from other trades until completion. ECTION 09 90 10 - PAINTING S, COATING - RESIDENTIAL: Scope: Paint all surfaces to remain exposed in the finished Work, whether specifically indicated on the Drawings or not, except shop- and factory -finished items and those specifically indicated not to be painted. No new surface shall have less than one prime coat and two (2) finish coats. No existing surface shall have less than one(1 (1) finish coat applied under this Section. Samples: Painting Contractor shall apply samples of each paint and stain color specified, on the material specified, in areas sufficient for the Architect to determine P � P appropriateness of color and tint, prior to commencement of the work of this Section. See Drawings for location of wall and ceiling surfaces, doors, door frames, millwork, and other items to receive painted finish. Paint Materials: For the types of exposed surfaces listed below, apply the number of prime and finish coats of the manufacturer, product, finish and color specified. Unless specified otherwise, prime coats are not required for previously painted surfaces. However, all existing surfaces shall receive sufficient coats to completely cover regardless of the number specified. 1) Gypsum Drywall: Prime Coats - One coat for previously unpainted drywall. Two Finish Coats - Dunn Edwards, Interior Latex; Color shall be selected by owner. 2) Wood Doors: Prime Coats - One coat for previously un painted surfaces Two Finish Coats - Dunn Edwards, Interior semi -gloss enamel; Color shall be selected by owner. 3) Exterior Accent, where indicated on drawings: One Prime Coat - One Coat Two Finish Coats - Dunn Edwards, Exterior Semi -gloss; Color shall be selected by Owner 4) Exterior Stucco One Prime Coat - Two Finish Coats - Dunn Edwards, Exterior Flat; Color shall be selected by Owner. Surface shall be free from imperfections which may reflect in the finish coat. DO NOT DIVISION 90 SPECIALTIES apply finish coat sooner than 7 days after application of brown coat for exterior surfaces. Apply finish coat to an approximate thickness of 1/8" inch minimum and SECTION 10 2819 - TUB AND SHOWER DOORS/ENCLOSURES uniformly float to a true and even plane. 0. Final Cleanup: Upon final completion of Work, remove all rubbish, debris, scaffold equip- A ment, tools, masking and protective materials, and leave area clean and free of all excess plaster droppings. SECTION 09 29 00 - GYPSUM BOARD: A. Standards: All work shall conform to CBC Section 2506, Section 2508, and Section B 2509 except where modified for fire -resistive requirements of CBC Table 721.1(2) and the Gypsum Association "Fire Resistance Design Manual", latest edition. See Wall Legend on Drawings for location of rated and non -rated walls and for the proper size and spacing of drywall fasteners. B. Gypsum Wallboard: Products of the following manufacturers are approved for use: C. 1) US Gypsum www. USG.Com Tel: 800 950 3839 2) National Gypsum Company www. nationalgypsum.Com Tel: 704 365 7300 Gypsum wallboard shall meet the following ASTM standards: 1) Regular wallboard: ASTM C-1396 2) Fire -Resistant wallboard: ASTM C-1396 3) Moisture & Mold Resistant wallboard: ASTM C-1396, and ASTM G21 Wallboard installation shall comply with ASTM C840, and Gypsum Association GA 216. Scope: The Work of this Section includes furnishing and installing all factory and site fabricated glass tub/shower enclosures and indicated on the Drawings and specified herein, including all glass, edge extrusions if specified, hinges, fasteners, pulls, sealants and accessories as required for a complete operational installation. Scope of Work includes all materials, labor, tools, and equipment as required for a complete and workmanlike installation. Manufacturers: Products of the following manufacturers are approved for use: 1) American Shower Door 2) Century Shower Door Products: Provide and install the following tub/shower enclosure system as shown on the Drawings: 1) Enclosure Type: Frameless glass panels and door Hinges: Wall to glass, 180 degree double acting; 2 each Hinge Finish: to be determined Pulls: Vertical pulls each side Pull Finish: to be determined Glass: 1/2" thick clear tempered with polished edges DIVISION 22 PLUMBING SECTION 22 05 10 - PLUMBING - RESIDENTIAL: A. Standards: All Work shall be performed in accordance with these Drawings, the requirements of the California Plumbing Code and all governmental agencies having jurisdiction. Contractor shall provide plumbing system complete in place, tested and approved as needed for a complete and proper installation. Contractor shall obtain and pay for all permits required for plumbing system. B. Plumbing Drawings: These Drawings are intended only to depict the desired final location of plumbing fixtures and equipment. They do not depict all piping runs, fittings, valves or accessories that may be required for a complete installation. The location of fixtures, hose bibs, water heaters, and gas cocks shall be installed as close to the original design as possible. Any changes to fixture locations as a result of convenience, obstructions, efficiency, or revealed field conditions shall be approved by the Architect prior to implementation. C. Plumbing Fixtures: See Sheet XXXXX for location of plumbing fixtures. Fixture manufacturer, type, model, and color to be determined by Owner. D. Sanitary, Soil and Waste Piping: The following materials are approved for sanitary waste Yes ❑ No Below -Grade Installation ■Service -weight coated no -hub cast iron pipe with cast iron fittings Couplings shall be stainless steel shield and clamps with neoprene gaskets ONLY for use in non -corrosive soil ❑ Schedule 40 PVC (DWV) pipe and fittings with solvent welded joints Schedule 40 ABS pipe and fittings with solvent welded joints Above -Grade Installation (First -Story) ■Service -weight coated no -hub cast iron pipe with cast iron fittings Couplings shall be stainless steel shield and clamps with neoprene gaskets ❑ Schedule 40 PVC (DWV) pipe and fittings with solvent welded joints Schedule 40 ABS pipe and fittings with solvent welded joints Above -Grade Installation (Second -Story & above) ■Service -weight coated no -hub cast iron pipe with cast iron fittings Couplings shall be stainless steel shield and clamps with neoprene gaskets ❑ Schedule 40 PVC (DWV) pipe and fittings with solvent welded joints Schedule 40 ABS pipe and fittings with solvent welded joints E. Sanitary Vent Piping: The following materials are approved for stack and branch vent piping in sanitary systems: Yes ❑ No ❑Service -weight coated no -hub cast iron pipe with cast iron fittings Couplings shall be stainless steel shield and clamps with neoprene gaskets Schedule 40 PVC (DWV) pipe and fittings with solvent welded joints Schedule 40 ABS pipe and fittings with solvent welded joints F. Metallic Domestic Water Piping: Shall be as follows: 1 Above -grade - Type "L" hard -drawn copper tubing 2 Below -grade - Type "K" hard -drawn copper tubing 3 A/C Condensate - Type Mhard-drawn copper tubing / YP "" PP 9 Fittings for all type of tubing shall be wrought copper; cast fittings shall not be permitted, except as required for valves. Soldered connections in copper tubing shall be made with 955 tin antimony solder. G. NON-METALLIC Domestic Water Piping: Shall be as follows: 1 PEX per CPC 604.1.2, 604.9, and JOINTS per CPC 605 2PEX-AL-PEX per CPC 604.9, and JOINTS per CPC 605 3)))))) CPVC per CPC 604.9, and JOINTS per CPC 605 PEX, CPVC and other plastic (Non-metallic) water piping systems shall be installed in accordance with the requirements of CPC 604 and 605, installation standards of CPC Appendix I, and manufacturer's recommended installation standards. CPVC water piping requires a Certification of Compliance as specified in CPC 604.1.1 PRIOR TO permit issuance. DIVISION 23 HEATING, VENTING, & AIR CONDITIONING SECTION 23 05 10 - HEATING, VENTILATION & AIR CONDITIONING - RESIDENTIAL: A. Standards: All Work shall be performed in accordance with these Drawings, the requirements of the California Mechanical Code and all governmental agencies having jurisdiction. Contractor shall provide mechanical system complete in place, tested and approved as needed for a complete and proper installation. Contractor shall obtain and pay for all permits required for HVAC system. B. Mechanical Drawings: These Drawings are schematic in nature and may not depict every offset, fitting or accessory. Changes may be necessary for convenience, obstructions or efficiency, however, the original design shall be followed as closely as possible. C. Thermostat Heights: All HVAC controls shall be mounted at a height of 48 inches above finish floor. D. Existing Equipment: The Contractor shall be solely responsible for evaluating the capacity of existing air conditioning equipment, air handlers and zone dampers for new and revised loads to determine the extent of new equipment that may be required. All of the existing zones shall be reviewed and evaluated to ensure that uniform levels of human comfort will be obtained once the alterations have been completed. DIVISION 28 ELECTRICAL SECTION 26 05 05 - ELECTRICAL GENERAL PROVISIONS - RESIDENTIAL: A. Standards: All work shall be performed in accordance with these Drawings, the requirements of the California Electric Code and all governmental agencies having jurisdiction. Contractor shall provide electrical system, complete in place, tested and approved, as shown on the Electrical Drawings, and as needed for a complete and proper installation. B. The Electrical Drawings: Are schematic in nature and changes may be necessary for convenience or efficiency. The general arrangement of panelboards, outlets and other equipment, as shown on the plans, is diagrammatic and approximately correct as to locations. The contractor shall be responsible for the accurate location of all equipment and fixtures with respect to the finish work of others. During progress of the Work, maintain an accurate record of the electrical installation locating equipment, panelboards, fixtures, circuiting and all other pertinent electrical items. C. Convenience & Telephone Outlets: All receptacles and outlets on branch circuits of 30 amperes or less shall be installed with the center of the receptacle not less than 15 inches above the floor or walking surface. Receptacles shall be manufactured by Lutron and shall match specified color of lighting control devices. SECTION 26 09 25 - LIGHTING CONTROL DEVICES - RESIDENTIAL: A. Standards: All lighting control devices shall comply with the requirements of the latest edition of the Building Energy Efficiency Standards and the CEC, and shall be installed in accordance with the Manufacturer's instructions. B. Manufacturers: Lighting switches and controls shall be manufactured by Lutron. C. Products: Provide the following products where indicated on the Drawings and/or the Electrical Legend. Color shall be white, confirm color with Owner or Interior Designer. "Diva" Series (paddle): 1) Switches for incandescent lights shall be: CA series, general purpose 2) Switches for dimmable incandescent lights shall be: DVW Series 3) Switches for dimmable incandescent lights from multiple sources shall be: MAW Series 4) Switches for dimmable electronic low -voltage ballasts shall be: DVELV -P 5) Switches for dimmable magnetic low -voltage ballasts shall be: DVLV -P 6) Switches for florescent lights shall be: CA series, general purpose 7) Switches for dimmable florescent lights shall be: DVELV series 8) Switches for ceiling fans shall be: DVFSQ series GOVERNMENTAL AGENCY REQUIREMENTS N�DI�S NOTCS 1. In the case of emergency, call: Jill Scheetz at Cell Phone 949-338-8834 A 2. Sediment from areas disturbed by construction shall be retained on site using stru FOR PE controls to the maximum extent practicable. 3. Stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, vehicle tricking, or wind. 4. Appropriate BMP's for construction related materials, wastes, spills shall be implemented to minimize transport from from the site to streets, drainage facilities, or a joining properties by wind or runoff. 5. Runoff from equipment and vehicle washing shall be contained at constructio Master I D . unless treated to reduce or remove sediment and other pollutants. 6. All construction contractor and subcontractor personnel are to be made awa ete. required best management practices and good housekeeping measures for the• site and any associated construction staging areas. 7. At the end of each day of construction activity all construction debris and waste materials shall be collected and properly disposed in trash or recycled bins. 8. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material other than storm water only when necessary for performance and completion of construction practices and where they do not: cause or contribute to a violation of any water quality standard; cause or threaten to cause pollution, contamination, or nuisance; or contain a hazardous substance in a quantity reportable under Federal Regulations 40 CFR Parts 117 and 302. 9. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants, and hydraulic, radiator or battery fluids; fertilizers, vehicle/equipment wash water and concrete wash water; concrete, detergent or floatable wastes; wastes from any engine/equipment steam cleaning or chemical degreasing and superchlorinated potable water line flushing. During construction, permittee shall dispose of such materials in a specified and controlled temporary area on -site, physically separated from potential stormwater runoff, with ultimate disposal in accordance with local, state and federal requirements. D. Occupancy and Motion Sensors: Occupancy sensors where indicated on the Drawings shall 10. Dewatering of contaminated groundwater, or discharging contaminated soils via surface be "manual on - automatic off" operation. Both occupancy sensors and motion sensors erosion is prohibited. Dewatering of non -contaminated groundwater requires a to be certified to comply with Section 119(d) of the Building Energy Efficiency Standards. National Pollutant Discharge Elimination System Permit from the respective State Regional E. Installation Height: The center of the grip of the operating handle of controls and Water Quality Control Board. switches intended to be used by the room occupant to control lighting, appliances and 11. Graded areas on the permitted area perimeter must drain away from the face of slopes heating and ventilating equipment shall be not more than 48 inches above the floor at the conclusion of each working day. Drainage is to be directed toward desilting facilities F. Exterior Lighting Controls: Unless noted otherwise, all exterior lighting fixtures 12. The permittee and contractor shall be responsible and shall take necessary precautions permanently mounted to the building where indicated on the Drawings shall be controlled to prevent public trespass onto areas where impounded water creates a hazardous by a motion sensor with integral photocontrol. condition. Permanent) installed exterior light fixtures serving in or around pools, spas, fountains, or y g g P P 13. The permittee and contractor shall inspect the erosion control work and insure that the other locations subject to Article 680 of the CEC, do not need to be high efficacy work is in accordance with the approved plans. fixtures and do not need to be equipped with a motion sensor with integral photocontrol. 14. The permittee shall notify all general contractors, subcontractors, material suppliers, SECTION 26 50 10 -LIGHTING FIXTURES -RESIDENTIAL: lessees, and property owners: that dumping of chemicals into the storm drain system or the watershed is prohibited. A. Standards: All permanently installed lighting fixtures shall comply with the requirements 15. Equipment and workers for emergency work shall be made available at all times during of the latest edition of the Building Energy Efficiency Standards and the CEC, and shall the rainy season. Necessary materials shall be available on site and stockpiled at be installed in accordance with the Manufacturer's instructions. convenient locations to facilitate rapid construction of temporary devices when rain B. High Efficacy Fixtures: High efficacy fixtures shall have high efficacy lamps that do not is imminent. contain a medium screw base socket. 16. All removable erosion protective devices shall be in place at the end of each working C. Recessed Light Fixture: Recessed light fixtures located in insulated ceilings shall be day when the 5-Day Rain Probability Forecast exceeds 40%. approved for zero clearance insulation cover (IC), shall be certified air tight (AT), and 17. Sediments from areas disturbed by construction shall be retained on site using an shall be sealed with a gasket or caulk between the housing and the ceiling. effective combination of erosion and sediment controls to the maximum extent practicable, and stockpiles of soil shall be properly contained to minimize sediment D. Exterior Light Fixtures: Shall be exterior rated for weather protection transport from the site to streets, drainage facilities or adjacent properties via runoff, To be selected by owner. vehicle tracking, or wind. 18. Appropriate BMP's for construction -related materials, wastes, spills, or residues shall be implemented and retained on site to minimize transport from the site to streets, drainage facilities, or adjoining property by wind or runoff. OD��NOC CO�DfNT�I' f� I ILL ��DTC�OD� I Tll' Nf�PA 3D SPIF$ 1111I6CLL� Sl(ST�MS GENERAL NOTES: 1. Scope of work: Design and installation of an automatic fire sprinkler system for a single or two-family dwelling. 2. One set of OCFA approved sprinkler plans with hydraulic calculations shall be retained at the job site at all times. 3. The system shall be designed and installed in accordance with 2024 NFPA 13D-02 and Ys 9 amendments as adopted by the local jurisdiction. 4. Only new, listed fire sprinklers shall be installed in this system. 5. A minumum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare head cabinet at the system riser or other approved location. 6. All piping shall be provided with hangers and shall be supported per code and manufaturer's specifications. 7. All CPVC piping shall be installed by persons who have been certified by the manufacturer for installation of CPVC piping. 8. All primers and glues used in CPVC systems shall be listed and approved for use with CPVC piping. 9. Only listed and/or approved devices shall be installed in this system. Should spirnklers or devices be requested to be installed in a manner which is not in accordance with the manufacturer's specifications, the wet stamp of a registered professional engineer certifying compliance with the design criteria as set forth in NFPA 13D shall be placed on the plans. 10. The OCFA does not recommend notching, drilling, or otherwise penetrating structural members. Should the designer wish to notch, drill, or otherwise penetrate strucural members, a stamp from the structural engineer of record and a statement certifying notching, drilling, or otherwise penetrating structural members does not weaken the structural member shall be placed on the plans. 11. At least one water pressure gauge shall be installed on the riser assembly. 12. All valves shall have permanently affixed signs that designate their function. 13. The water flow switch shall be connected to the service panel on an uninterruptable house circuit. 14. Bells/alarms shall be sized and located to be clearly audible in all rooms over background noise with all intervening doors closed. At least one bell/alarm shall be located near the address side or front side of the structure and shall be listed for exterior use. At least one bell/alarm shall be located inside the structure, and may be placed in the attic if audibility of 15 dB above ambient, but not less than 70 dB, is achieved throughout the residence. 15. The attic shall be protected with a minimum of at least one intermediate temperature quick response sprinkler. The head(s) shall be located to protect penetrations into the attic such as attic scuttles and mechanical equipment located in the attic, penetrating into the attic, or sharing a common atmosphere with the attic. This may also apply to larger crawl spaces where additional heads are required. 16. Calculations shall be based on current water supply test information (no older than 6 months). 17. A 10% safety factor from static pressure shall be included in all calculations. 18. The inspector's test valve shall be installed in a manner approved by 2024 NFPA 13D-02. 19. The final location of the inspector's test valve and system drain is subject to the building/water department's approval. 20. Underground mains and lead-in connections shall be flushed before connection is made to sprinkler piping. 21. Water meter shall be installed prior to final. 22. Call OCFA instpection Scheduling at (714) 573-6150 to schedule all inspections at least 48 hours in advance. Inspections canceled after 1 p.m. on the day before the scheduled date will be subject to a reinspection fee. 23. OCFA inspection required at both rough and final prior to occupancy being granted. 24. Systems shall be tested at a minimum of street pressure in accordance with NFPA 13D-02. BUILDING INFORMATION: Building Area, including Gara e(s): 922 sq. ft. Ceiling (choose one or more: 1) Smooth/flat/horizontal/unobstructed 2 vaulted/sloped ARCHITECTURE / INTERIORS A DIVISION OF FOX GROUP ARCHITECTS, INC. 275 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 92866 FAX: 714 628-0797 RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE. STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. 0 M M N 9 cc 0 0 0 Q D=l � � W Q W N IX w 0 Q (4 CO< (00 0 C Z Q 3:0 ,V� Z N CO PROFESSIONAL SEAL �S�D ARC,% C� O� TIN/(, V,( \ O� * �1 I ,Z�C 3-7 �RA, 902 �-O8�CA- GENERAL NOTES AND SPECIFICATIONS MILESTONES: REVISIONSh. QPLAN CHECK CORR 5/4/26 0 .. A ,. 0 .- A ,. SHEET N1.2 E TOPOGRAPHIC SURVEY 2042 N. ROSS STREET, SANTA ANA LOT 28, TRACT NO. 788, MM 23/49 APN 002-112-21 COUNTY OF ORANGE BENCH MARK: REGISTEREDPROFESSIONALENGINEER STATE ORNIA OF CALIF T1 CIVIL ENGINEER'S NOTE: CITY OF SANTA ANA Planning drrtWMrFyWncy NLo co y Q N 64 N s U 0-0 04 Lf (� d]di �Z ~w OJ �u. EXISTING ROOF PLAN SCALE; 114" = 1'-O" 061 20'-3" EX ST NG FLOOR PLAN SCALE; 114" = 1'-O" O Al FOR PE Master ID: Date: ARCHITECTURE / INTERIORS A DIVISION OF FOX GROUP ARCHITECTS, INC. 275 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 92866 FAX: 714 628-0797 RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE. STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. CE 0 LL M 0 Q 0 Q luul z I Z C-4 (� PROFESSIONAL SEAL �gED ARi pLTI O �O�A ''No. C-19457 ��RE�0N.-3-27 F OF CAS_ / EXISTING FLOOR PLAN EXISTING ROOF PLAN MILESTONES: REVISIONS 0 SHEET E Exl CITY OF SANTA ANA Planning 4ro&oMrRAqWncy m Q a� Lu 10 CV 1.0 } D Q N } s U co O-0 CV a �(D Hdi o� SOUTH ELEVATION SCALE: 114" = r-O" WEST ELEVATION SCALE: 114" = 1'-0" EXISTING FIRE TREATED WOOD SHINGLE ROOFING SHAPED AROUND CURVED RAKE EXISTING EXPOSED 2 X 4 RAFTER TAILS -PAINTED EXISTING EXTERIOR PLASTER WOOD O' GARAGE I PIAINTED NORTH ELEVATION SCALE: 114" = 1'-0" EAST ELEVATION SCALE: 114" = 1'-0" FIRE TREATED SHINGLE ROOFING AROUND CURVED RAKE EXTERIOR PLASTER EXISTING FIRE TREATED WOOD SHINGLE ROOFING SHAPED AROUND CURVED RAKE WOOD DOOR - PAINTED Al FOR PE Master ID: Date: ARCHITECTURE / INTERIORS A D I V 15 10 N OF FOX GROUP ARCHITECTS, INC. 275 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 92866 FAX: 714 628-0797 RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE. STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. I z< '*II-- o< N 0) PROFESSIONAL SEAL CEO ARc,i C� TIWk NO. C-19457 REN. 9-30-27 Q� OF CAS -CFO EXISTING EXTERIOR ELEVATIONS MILESTONES: REVISIONS: A 0 0 A SHEET E 0W Ex2 CITY OF SANTA ANA Planning dr00A1MrftA%fncy m co I N I 0 U N a� a� s U W 0 0 O-0 N 0 Lo C� �dl ~w OJ d� KEYNOTES FI EXISTING CONCRETE AND BRICK DRIVEWAY TO REMAIN Ifl EXISTING MAIN OVERHEAD UTILITY LINE TO REMAIN 17 ANY WORK INVOLVING WATER SERVICE/METER OR SEWER LATERAL IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE A SEPARATE ENCROACHMENT PERMIT. PLANS WOULD NEED TO BE SUBMITTED FOR A FORMAL PLAN CHECK REVIEW THROUGH PUBLIC WORKS PRIOR TO THE ISSUANCE OF AN ENCROACHMENT PERMIT. LEGEND Ifl EXISTING POWER FEED TO HOUSE 18 PROPERTY OWNER IS RESPONSIBLE FOR CHECKING AND VERIFYING WITH THE UTILITY COMPANY FOR UTILITY/EASEMENT. 01 O EXISTING 6'-O'" HIGH BLOCK WALL TO REMAIN 19 A BACKFLOW DEVICE (DOUBLE CHECK VALVE) WILL NEED TO BE L�� INSTALLED FOR FIRE SPRINKLERS. THE EXISTING WATER SERVICE (FROM THE MAIN TO THE METER) MUST BE A MINIMUM SIZE OF 1", OTHERWISE FG EXISTING 2'-9" HIGH WOOD FENCE WITH 3'-O" HIGH PILASTERS ANEW 1" SERVICE WILL NEED TO BE CONSTRUCTED IN THE PUBLIC o0 TO REMAIN RIGHT-OF-WAY, WHICH WOULD REQUIRE AN ENCROACHMENT PERMIT, ❑6 EXISTING 5'-0" HIGH WOOD AND BLOCK FENCE TO REMAIN �7 EXISTING TREE TO REMAIN - VERIFY WITH LANDSCAPE PLAN ❑8 EXISTING TREE TO BE REMOVED 9❑ EXISTING BRICK WALKWAY TO REMAIN 10 EXISTING CONCRETE STOOP AND STEPS TO REMAIN 11 PROPOSED AC UNIT ON ROOF - SEE ROOF PLAN 12 NEW CONCRETE WALKWAY 13 UTILITIES TO BE UNDERGROUND, PER SAMC SEC, 41-626 14 NEW LANDSCAPING WILL MEET SAMC SEC, 41-239 AND 41-240 15 LANDING WHALL NOT BE MORE THAN 1 3/4" BELOW TOP OF THRESHOLD 16 NEW HEDGE TO SCREEN ROOF EQUIPMENT FROM THE WEST EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION NG NATURAL GRADE FF FINISH FLOOR FG FINISH GRADE FL FLOW LINE FS FINISH SURFACE TB TOP OF BERM TC TOP OF CURB TG TOP OF GRATE TP TOP OF POLE TW TOP OF WALL TOE TOE OF SLOPE TOS TOP OF SLOPE LIP LIP OF GUTTER BW BACK OF WALK BM BENCHMARK TBM TEMPORARY BENCHMARK .................... ..................... ........... .................. PROPOSED ADDITION SITE PLAN SCALE; 1/8" = 1'-O" 0 FOR PE Master ID: Date: ARCHITECTURE / INTERIORS A DIVISION OF FOX GROUP ARCHITECTS, INC. 275 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 92866 TEL: 714 628-0777 FAX: 714 628-0797 RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED. RE USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE, STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. C� o � no Q a � w Q m0 113:w CO< CO Ix � ° z Q z N( PROFESSIONAL SEAL �5eD AR p�. T1NK`.cT�CC� 0 No. C-19457 �>. REN.9-30-27 OF CA`\��Q, PROPOSED SITE PLAN MILESTONES REVISIONS 0 PLAN CHECK CORR 5/4/26 A 0 SHEET Al E ROOF PLAN KEYNOTES CITY OF SANTA ANA Planning dr;VtWMrj§bjqWncy MNDDOW SCHEDULE FENESTRATION SHALL HAVE TEMPORARY and PERMANENT LABELS FOR NFRC VALUES WIND NO OPENING SIZE WIDTH x HEIGHT OPERATION I EGRESS I WINDOW I NFRC VALUES HEADER I HEIGHT MANUF. I MAT'L I FIN I DUAL GL I TEMP TINT U-VALUE SHGC A V-10" x 2'-6" CASEMENT WOOD PTD SB60/ARG 0.29 0.25 6'-8" TM COBB B V-10" x 2'-6" CASEMENT WOOD PTD SB60/ARG 0.29 0.25 6'-8" TM COBB C 2'-0" x 3'-0" CASEMENT WOOD PTD SB60/ARG X 0.29 0.25 6'-8" TM COBB D E DOOR R ANDFRAME SCHEDULE PERMAN NTOLASHALL HAVE BE S FOR NF CMPORARY VAL ES and DR NO r OPENING SIZE WIDTH x HEIGHT DOOR FRAME NFRC VALUES HARD WARE REMARKS THICK. MAT'L FIN DUAL GL TEMP MAT'L FIN U-VAL SHGC 1 DBL 1 5'-8" x 6'-8" 1 3/4" SC WD PTD SB60/ARG X WOOD PTD 0.30 0.19 LOCK FRENCH W/ LOW SOLID PANL 2 SGL 2'-10" X 6'-8" 1 3/4" SC WD PTD WOOD PTD LOCK 3 SGL 2'-0" x 6'-8" +/— 1 3/8" HC WD PTD WOOD PTD PASS REUSE HISTORIC DOOR 4 SGL 2'-4" x 6'-8" 1 3/8" SC WD PTD WOOD PTD 5 6 O 12'-0" 3'-O" I 6'-0" 0 1� I 3'-0" I R2 I 20'-3" I R2 I 111111121111111111 Rl EXISTING WOOD SHINGLES TO REMAIN EXISTING ROLLED RAKE TO REMAIN R3 FIRE TREATED WOOD SHINGLES TO MATCH EXISTING AS MANUFACTURED BY FSR TREATMENT, INC. - ESR-2, INSTALL OVER A UL RATED FIRE RETARDANT FIBERGL UNDERLAYMENT TO ACHEIVE A CLASS 'A' RATING. R4 I BUILT-UP ROOFING - SEE SPECIFICATIONS Al FOR PE CAP SHEET ARCHITECTURE / INTERIORS MasterID A DIVISION OF FOX GROUP ARCHITECTS, INC. R5 PARAPET WITH SHEET METAL CAP Date. R6 WRAP PLASTER CORBEL AROUND END OF PARAPET WALL R7 SHEET METAL GUTTER R8 SHEET METAL DOWNSPOUT R9 MINI -SPLIT SYSTEM OUTDOOR UNIT MOUNTED ON VIBRATION ABSORBTIVE SKIDS OVER PLATFORM CONTRACTOR TO VERIFY REQUIRED SIZE OF PLATFORM SUFFICIENT A FOR UNIT AND ALL CONDUIT THROUGH PLATFORM. A4 Rl0 2' x 4' PREFAB POLYPROP, PANEL TO SCREEN HVAC EQUIPMENT FROM SOUTH AND WEST VIEWS Rll NOT USED Rl2 NOT USED R13 NOT USED R14 NOT USED Rl5 NOT USED LEGEND ........................... ............................ ........................... AREA OF MODIFICATION/ADDITION SHOWN SHADED ROOF PLAN SCALE: 1/4" = 1'-0" FLOOR PLAN KEYNOTES F1 KITCHENETTE WITH SINK, UNDERCOUNTER REF. AND COOKING BURNER F2 TILED BENCH F3 3/8" THICK GLASS SHOWER ENCLOSURE DOOR WITH POLISHED EDGES F4 SHOWER DAM F5 NET SHOWER AREA OF NOT LESS THAN 1024 SQ. IN. WITH MINIMUM DIAMETER CIRCLE OF 30" F6 WATER HEATER F7 TILED SHAMPOO NICHE F8 MINIMUM 36" DEEP LANDING WITH A MAXIMUM 2% SLOPE, NO MORE THAN 1 1/2" BELOW THRESHOLD FOR OUTSWING DOORS F9 DRYER EXHAUST VENT , SEE SHEET MEP FOR MORE INFORMATION F10 NOT USED Fll NOT USED WALL LEGEND EXISTING WALL TO REMAIN NEW 2x4 WOOD STUD WALL NEW 2x6 WOOD STUD WALL I HR FIRE -RATED WALL SEE SHEET MEP FOR MECHANICAL, ELECTRICAL AND PLUMBING INFO FLOOR PLAN SCALE: 1/4" = 1'-0" 275 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 92866 FAX: 714 628-0797 RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE. STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. C� o � Q � � W cm � � W Q C4 CO coo �l ( z ° Z 9Tz z cm(0 PROFESSIONAL SEAL AR �pL T1N/t��TF�� 0 * lJl7 >k No. C-19457 �> REN.9-30-27 9�F OF CAL�F�Q, ROOF PLAN FLOOR PLAN MILESTONES: REVISIONS QPLAN CHECK CORR 5/1/26 0 „ SHEET F KEYNOTES CITY OF SANTA ANA Planning drrtWMrFyWncy 1 CLo N t N N s U C!) O-0 CV � �o Lo(D T PL F.S. ADDITION WEST ELEVATION ADDITION EXISTING SOUTH ELEVATION E 0 O O CL EXISTING ADDITION NORTH ELEVATION EAST ELEVATION 1❑ EXISTING EXTERIOR CEMENT PLASTER TO REMAIN Al2 EXISTING WOOD SHINGLE ROOFING TO REMAIN FOR PE ❑ EXISTING WOOD OVERHEAD GARAGE DOOR TO REMAIN 4❑ EXISTING WOOD WINDOW TO REMAIN ❑ EXISTING WOOD DOOR TO REMAIN Master I D : Date: ❑6 EXISTING ROLLED EAVE TO PE PRESERVED IN PLACE ❑7 EXTERIOR CEMENT PLASTER, TEXTURE TO MATCH EXISTING ❑ WOOD SHINGLE ROOF TO MATCH EXISTING ❑ WOOD CASEMENT WINDOW PAINTED TO MATCH EXISTING 10 NOT USED 11 NOT USED 12 PARAPET WITH SHAPED PLASTER WALL CAP 13 2x6 WOOD FASCIA PAINTED TO MATCH EXISTING 14 SHEET METAL GUTTER 15 SHEET METAL DOWNSPOUT 16 MINI -SPLIT AC SYSTEM OUTDOOR UNIT 17 2' x 4' PREFAB POLYPROP. PANEL TO SCREEN HVAC EQUIPMENT FROM SOUTH AND WEST VIEWS 18 NOT USED 19 NOT USED 20 NOT USED 21 NOT USED 22 NOT USED 23 NOT USED 24 NOT USED 25 NOT USED 26 NOT USED 27 NOT USED 28 NOT USED 29 NOT USED 30 NOT USED PROPOSED EXTERIOR ELEVATIONS SCALE; 114" = 1'-0" ARCHITECTURE / INTERIORS A DIVISION OF FOX GROUP ARCHITECTS, INC. 275 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 92866 FAX: 714 628-0797 RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE. STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. 0 m Q � � W � cm � W Q c� (co �l ( 0 z ° Z 9Tz z cm(o PROFESSIONAL SEAL �gED ARi pL TI Al r O ''No. C-18457 ��RE�0N.-3-27 F OF CAS_ / PROPOSED EXTERIOR ELEVATIONS MILESTONE& REVISION& 0 „ SHEET E FAlavel SECTION KEYNOTES CITY OF SANTA ANA Planning drrtWMrFyWncy T PL a0i 10 04 Cry N N t N N s U C!) / CD O -0 04 a �o Lo(D SECTION A SECTION B 0 2❑ 0 4❑ 0 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Qj 30 31 32 33 34 35 36 37 EXISTING WOOD SHINGLE ROOFING FIRE TREATED WOOD SHINGLE ROOFING - SEE BUILT-UP ROOFING - SEE SPECIFICATIONS GUTTER SHEET METAL DOWNSPOUT EXISTING 2" X 3 1/2" ROOF RAFTERS AT 24" O.C. EXISTING 2" X 3 1/2" CJ, AT 48" O.C. EXISTING 2" X 3 1/2" COLLAR TIE AT 48" O.C. EXISTING FLAT 1 X 4 KING POST EXISTING 1X6 RIDGE BOARD ROOF RAFTERS - SEE STRUCTURAL CEILING JOISTS - SEE STRUCTURAL WOOD STUD WALL PLYWOOD ROOF SHEATHING EXISTING CONCRETE FOUNDATION CONCRETE FOUNDATION - SEE STRUCTURAL CONCRETE SLAB - SEE STRUCTURAL SLAB UNDERLAYMENT - SEE DETAIL NOT USED EXISTING EXTERIOR CEMENT PLASTER EXISTING EXTERIOR CEMENT PLASTER TO BE REMOVED EXTERIOR CEMENT PLASTER - SEE SPECIFICATIONS P�S R-30 SPRAY FOAM INSULATION R-22 SPRAY FOAM INSULATION R-21 FIBERGLASS BATT INSULATION AT EXTERIOR WALLS TIONS Al FOR PE Master ID: Date: R-15 FIBERGLASS BATT INSULATION AT ADU/GARAGE WALL FOIL INSULATION AT UNDERSIDE OF ROOF STRUCTURE GYPSUM DRYWALL SEE WALL LEGEND and FINISH SCHEDULE FOR TYPE and THICKNESS 5/8" TYPE 'X' GYPSUM DRYWALL, EXTENDED FROM FOUNDATION TO ROOF SHEATHING PARAPET CAP - SEE DETAIL LTD 2.11»W."014 �K07:4:1: 1W.11Melt E107: 1►1RZ972UTTAI91aa�:141 FORCED AIR UNIT (FAU) - INCLUDING, 1/2" THICK PLYWOOD UNDER ATTIC FAU AND 24" MIN WIDE ALONG ACCESS WAY FROM ATTIC ACCESS TO FAU NOT USED NOT USED NOT USED NOT USED PROPOSED SECTIONS SCALE; 1/4" = 1'-0" ARCHITECTURE / INTERIORS A DIVISION OF FOX GROUP ARCHITECTS, INC. 275 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 92866 FAX: 714 628-0797 RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE. STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. 0 Q � � W � cm � W Q CO (0co �l ( 0 z ° Z �z z N(0 PROFESSIONAL SEAL m No. C-19457 REN.9-30-27 OF CAS-�F�Q PROPOSED SECTIONS MILESTONE& REVISION& QPLAN CHECK CORR 5/4/2026 0 „ SHEET E IIIxklis CITY OF SANTA ANA Planning nf}Wlgigincy v / m 0 10 N LO 04 U N a cn CN o-0 N II \o 1.0� dLU clZ 0 W OJ F_U_ DETAIL SCALE: 3" = 1'-O" DETAIL 8~ ors 1 2 12 V444 12 10 11 THE FOLLOWING KEYNOTES APPLY ONLY TO DETAIL 12 ON THIS SHEET: 1 EXIST FIRE -TREATED WOOD SHINGLES, PEEL BACK as NEEDED for FLASHING 2 EXIST ROOFING UNDERLAYMENT, PEEL BACK as NEEDED for FLASHING 3 EXIST PLYWD SHEATHING 4 EXIST 2 x ROOF RAFTER 8" 5 PLYWOOD ROOF SHEATHING, SEE STRUCT VALLEY MTL 6 2 x ROOF RAFTERS, SEE STRUCT DWGS FOR CONNECTION to EXISTING 7 COVER BOARD, SEE ROOFING SPECS 11 10 9 8 7 8 ROOFING BASE PLIES, SEE SPECS 9 24 GAUGE GALVANIZED VALLEY FLASHING PAN, SET IN FLASHING CEMENT and NAILED TO ( E ) SHEATHING ONLY --NO NAILS THRU NEW ROOF SYSTEM 10 BASE SHEET COVER FLASHING PLY OVER VALLEY METAL 11 UPPER FLASHING PLY (CAP SHEET), SEE SPECS 12 WATER -PROOF UNDERLAYMENT, EXTEND UP UNDER (E) UNDERLAYMENT and DOWN OVER NEW SET LOWER EDGE IN SE LANTG CAP PLY 20 VALLEY FLASHING at PITCH BREAK ( EXIST to NEW ROOF ) SCALE: 3" = 1'-O" FASTEN EQUIPMENT TO PLATFORM WITH 40 3/8" DIA. M.B'S W/ NUTS AND WASHERS INSTALL PER MANUFACTURER'S RECOMMENDATIONS EQUIPMENT PLATFORM MECHANICAL UNIT 2X4 WITH HU H,PInER at 24" OC Y U w 0 m 0 2 x CURB _ 01 SIMPSON A- z CLIPS at 24" ? 2 MIN per SI[ 24 GA GALV SHEET MTL COPING with CLOSED CORNER FLASHING 22 GA GALV CLEAT, ATTACH wth FASTERNERS at 12" OC N N 1" 2" 7/8" EXTERIOR CEMENT PLASTER - SEE SPECS LATH OVER TWO (2) LAYERS OF GRADE 'D' PAPER - SEE SPECS 2 x WOOD STUD WALL PARAPET and PLASTER CORBEL (ROOF —to —WALL) ups SCALE: 3" = 1'-O" 1/4" NEPORENE PAD SET IN FULL FIRE -TREATED WOOD SHINGLES BED OF SEALANT over TWO LAYERS 30* BLDG 3/4" PLYWOOD CAP ATTACHED PAPER, SEE SPECS WITH 8d NAILS AT 8" O.C. EDGE PLYWD ROOF SHTG and 12" OC FIELD SEE STRUCTURAL 4-16dat 22 GA GI FLASHING PAN with FLAT 2x FLAT LOCK SEAMS COMPLETELY SELAED with URETHANE SEALANT 2 - 16d EA 2X FASTEN STRAPS with SCREWS with STEEL RUBBERIZED WASHERS JM CAP PLY UP OVER PLATFORM 0 0 N HEAT WELD BITUMEN JM BACKER PLY at CURB HEAT WELD BITUMEN JM FIELD PLIES, SEE SPECS HEAT WELD BITUMEN L A,% . ........... . . .... . . .... . .................... 2 x ROOF PLYWOOD ROOF 5/8" THK GEORGIA-PACIFIC RAFTERS SHEATHING L DENS DECK ROOF BOARD SEE STRUC NOTES: SHEATHING 2 x WOOD - 1. ANY SECUREMENT OF EQUIPMENT OR SUPPORTS INTO THE HORIZONTAL STUD WALL PLATFORM SURFACE SHALL BE THRU SOLID 1/4" NEOPRENE GASKETS. APPLY SEE WALL ELASTOMERIC SEALANT ON UNDERSIDE AND TOP OF GASKETS IMMEDIATELY LEGEND PRIOR TO FASTENER INSTALLATION. RAKE SCALE: 3" = 1'-O" SCALE: 3" = 1'-O" SCALE: 1 1/2" = 1'-O" DETAIL DETAIL HIP/RIDGE UNITS, with LOW, MEDIUM, HIGH DIMENSIONS based ON ROOF PITCH \ FIBERGLASS INSULATION SEE SPECS and SECTIONS for REQ'D R-VALUE 2 x ROOF RAFTERS SEE STRUCTURAL RIDGE u SCALE: 3" = 1'-O" SCALE: 3" = 1'-0" SCALE: 1 1/2" = 1'-0" 24 GA GALV VALLEY FLASHING over VALLEY UNDERLAYMENT, EXTEND UNDER ROOFING SHINGLES VALLEY UNDERLAYMENT, 36" WIDE SELF -ADHERING POLYMER BITUMEN SHEET ROOF PITCH SEE PLAN �14 DETAIL DETAIL s- 2 x ROOF RAFTERS ' SEE STRUCTURAL FIBERGLASS INSULATION SEE SPECS and SECTIONS for REQ'D R-VALUE VALLEY FIRE -TREATED WOOD SHINGLES PLYWD ROOF SHTG MATCH EXISTING SEE STRUCTURAL WEATHER BARRIER UNDERLAYMENT SEE SPECIFICATIONS ° ROOF PITCH ° SEE PLAN ° ° ° GYPSUM DRYWALL f 2 x WOOD VALLEY BEAM or RAFTER STUD WALL SEE WALL SEE STRUCTURAL LEGEND EAVE at 6 IN 12 ROOF u v SCALE: 1 1/2" = 1'-0" FIRE -TREATED WOOD SHINGLES 5/8" THK GEORGIA-PACIFIC MATCH EXISTING DENS DECK ROOF BOARD — WEATHER BARRIER SHEATHING UNDERLAYMENT PLYWD ROOF SHTG SEE SPECIFICATIONS SEE STRUCTURAL ATTACH 2 x RAFTER DO NOT DRIVE TAIL to ROOF RAFTER FASTERNERS THRU with 16d NAILS VALLEY FLASHING 2 x ROOF RAFTERS SEE STRUC NOTCH RIM RAFTER to ACCOMMODATE OUTRIGGERS and 1 x SHTG THICKNESS 2 x 4 FLAT OUTRIGGER at 24" OC NOTCH 2 x RIM at OUTRIGGERS l x 6 T and G SIDING STARTER BOARDS at EXPOSED OVERHANG = 0 E.N. 24 GA GALV RAKE EDGE TRIM over 10d END BLDG PAPER NAIL 2 x 6 BARGE RAFTER OVERHANG SEE ROOF PLAN 7/8" EXTERIOR CEMENT PLASTER - SEE SPECS LATH OVER TWO LAYERS OF GRADE 'D' PAPER - SEE SPECS PLYWD SHTG, SEE STRUC 2 x NAILER RIP for PROPER WI TH FASTEN COPING ith SCREWS with STE L RUBBERIZED WASHERS at 18" CC PARAPET CAP and PLASTER CORBEL WHERE CCCU SEE ROOF PLAN d Sp 013 PE S I I r — - 1/2" PLYWD SHTG / w ' ARCHITECTURE / INTERIORS / Q z Master ID: A DIVISIO H OF FOX GROUP ARCHITECTS, INC. 00 JM CAP PLY UP V PARAPET JM BASE HEAT WELD BITU Nate• _ SHEET up = SHTG 5/ DENS DECK 275 SOUTH GLASSELL STREET ROC F BOARD ORANGE, CALIFORNIA 92866 PLY WOOD MOOFF TEL: 714 628-0777 SHEATHING ELEV VARIES FAX: 714 628-0797 FIBER CANT STRIP RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT In NOTICE REGARDING OWNERSHIP OF DOCUMENTS: EXISTING NEW ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED \ \ FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR DEMO and REMOVE V y V y NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS INSTALL ONE (1) LAYER of: EXECUTED. RE -USE' REPRODUCTION OR PUBLICATION OF THESE EXISTING STUCCO DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS 5/8" TYPE )('GYP DRYWALL PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS PREP FRAMING for NEW - FORM. UNAUTHORIZED USE SHALL CONSTITUTE ABREACH OF DRYWALL ON GARAGE SIDE OF WALL CONFIDENCE. TO ROOF SHEATHING 1 STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND EXIST 2 x WOOD ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES STUD FRAMED WALL REINF CONIC SLAB INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPGN DEMAND. SEE STRUCT DWGS EXIST CONIC 4 FOOTING and SLAB 717 ,7/ =111 I1 _I I I „IIII . IIII =IIII=IIII= SEE STRUCT SEE IIII=IIII=__III DWGS for =I STRUC IIII=IIII=IIII FTG DOWELS III IIII=IIIIIIIIIIII=IIII- 11IIIIIIII=IIII. IIII= I IIII= = SLAB UNDERLAYMENT II-IIII= SEE CAPLILARY BREAK DETAIL 1/-- GARAGE DWELLING SEPARATION WALL at SLAE u SCALE: 3" = 1'-O" FIRE -TREATED WOOD SHINGLES over TWO LAYERS 30* BLDG PAPER, SEE SPECS ATTACH 2 x RAFTER TAIL TO 2 x WOOD STUD WALL ROOF RAFTER with 16d NAILS FIBERGLASS PLYWD SHTG WHERE OCCURS 2 x FULL DEPTH BLKG BETWEEN BATT INSULATION SEE STRUCTURAL ROOF RAFTERS, NOTCH FOR SEE SPECS 7/8" EXTERIOR CEMENT EXPOSED RAFTER TAILS and SECTIONS PLASTER -SEE SPECS for R-VALUE 1 x 4 EXPOSED T & G ABOVE LATH OVER TWO (2) LAYERS / 2 x RAFTER TAILS OF GRADE 'D' PAPER - SEE SPECS GALV METAL PLASTER 2 x 4 RAFTER WEEP SCREED TAILS at 24" OC PLUMB -CUT 0/-ON GUTTER ZIA � FIN FLR WHERE OCCURS Q z OVERHANG a �p _ _ _ z z _ %-r:2 FIN PAVING 2 x EAVE p : :2 00 SEE ROOF PLAN 0 it N V Q F.G. — 7/8" EXTERIOR CEMENT NOTE: SET FACE of STUDS PLASTER — SEE SPECS BACK FROM FACE of CONC 1IIIIIIIIIIIIIIIIIIIIIIIIIIII1 LATH OVER TWO LAYERS OF WALL SURFACE SO THAT 1 IIII=IIII IIII 1� I= =1 GRADE 'D' PAPER - SEE SPECS SHTG IS FLUSH with CONIC — FACE OF CONIC PLYWD SHTG, SEE STRUC SLAB WEEP SCREED JM FIELD PLIES, SEE SPECS HEAT WELD BITUMEN 12" wide JM CAP FLASHING PLY UP over MTL EDGE FLASHING HEAT WELD JM BACKER PLY over NAILER TURN DOWN over FASCIA 1 x EDGE NAILER 77 E— 22 GA EDGE FLASHING 2 x EAVE GUTTER WHERE OCCURS 1x4E POSEDT&GABOVE 2 x RAFTER TAILS OVERHANG ' PLYWD SHTG SEE STRUC GYPSUM SEE ROOF PLAN DRYWALL 7/8" EXTERIOR CEMENT 2 x WOOD PLASTER - SEE SPECS VALLEY BEAM or RAFTER STUD WALL LATH OVER TWO LAYERS OF SEE STRUCTURAL SEE WALL GRADE 'D' PAPER -SEE SPECS 11 n LEGEND UPLYWD SHTG, SEE STRUC EAVE at 1/2 IN 12 ROOF SCALE: 3" = 1'-0" CONC SLAB with REINF SEE FND PLAN 2" SAND LAYER 15 MIL STEGO WRAP VAPOR BARRIER, SEE SPECS 0 '6 a��v �vGl✓b0coo G0o o�O o o ao ao =IIII -IIII I I— � I IIII IIII IIII III 4" GRAVEL, COMPACTED SUBGRADE, PREPARED PER GEOTEHCNICAL REPORT and STRUCTURAL DWGS CAPILLARY BREAK SCALE: 3" = 1'-O" SCALE: 3" = 1'-O" SCALE: 1 1/2" = 1`0" SCALE: 1 1/2" = 1`0" SCALE: NONE 0 0 b Q � � LU Q �w IIm a oe ° z �Z z 04CO PROFESSIONAL SEAL AR TIN/��'Oo��'� No. C-19457 REN.9-30-27 9�F OF CAL�F�Q, ARCHITECTURAL DETAILS MILESTONE REVISIONS: QPLAN CEHCK CORR 1 5/4/26 SHEET A5.1 E N ED am 0 10 N 1.0 N N co N OC3 CIS!U \o LO HH 00 00 2 13 2 2 10 12 AFTER CUTTING HOUSE WRAP 8 HOLD UP HEAD FLAP and TEMPORARILY TACK 11 HEAD EAD EAD Is- 8 8 ; 6 6 5 5 HEAD HEAD HEAD R.O. R.O. R.O. LL� LL, Z z 9 PRESS into SEALANT z � CL Q CL Q and TACK IN PLACE uj Q 0 z 0 z 0 z 0 z 4 0 z 4 0 z cc cc cc JAMB FRAMING BEYOND 4b IN OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE SET WINDOW FRAME with SEALANT ON BACKSIDE OF JAMB FRAMING FLANGES, PRESS INTO PLACE BEYOND 4b PLUMB, LEVEL and SHIM for ALIGNMENT, CHECK DIAGONALS FOR OUT -of Z LL 4 SQUARE RACKING, and FASTEN Z 4 Z LL z TO FRAMING per MANUFR z z Z) CL Q INSTRUCTIONS L Q L Q 0 z 0 z O z 3 WRAP UP JAMBS d- 14 0 a0c =0 = m SILL SILL SILL R.O. rlu R.O. R.O. 5 LEAVE (3) 2" L. GAPS IN BEAD 5 with (3) 2" L. GAPS IN BEAD 3 WRAP SILL PAN DOWN 3 3 over HOUSE WRAP SILL SILL SILL n WRAP UP over SILL SURFACE 2 2 / 13 INFx 1 OUTSIDE IN 1 OUTSIDE IN 1 OUTSIDE ROUGH OPENING ROUGH OPENING ROUGH OPENING OUTSIDE m DIM per MANUFR OUTSIDE m DIM per MANUF'R OUTSIDE m DIM per MANUFR Q o Q o Q o 2 WRAPAROUND 3 2 7 6 5 2 13 7 6 5 onto JAMB SURFACE 4b 3" WRAP SILL PAN around JAMB JAMB JAMB 4 JAMB 4 . INSIDE 15 3 INSIDE 1 15 14 GE OF INSIDE 1 15 to JAMB SURFACE APE HOUSE P SD L BELOW 1ST — PREPARE HOUSE WRAP and SET SILL PA 2ND — SET WINDOW IN OPENING 3RD FINISH HEAD FLASHING INTEGRATION Cl �, � SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" O- O O HEAD O O 11 O PERIMETER OF WINDOW O OPENING BENEATH HOUSE WRAP HOUSE WRAP at JAMBS C O SILL INSTALL HOUSE WRAP HORIZ ROWS 2 U O CUTTING SEQUENCE HORIZ HEAD CUT O O2 SIDE TO SIDE VERT CENTER CUT OLOWER DIAGONAL CUTS of INVERTED 'Y' O 4O UPPER DIAGONAL CUTS 77 O HOLD UP HEAD FLAP, TEMPORARILY TACK OFOLD JAMB FLAPS BACK CUT EXCESS HOUSE -WRAP MIN LAP SEE SPECS O FOLD SILL FLAP DOWN CUT EXCESS HOUSE -WRAP STAPLE and SEAM TAPE 1 HORIZ WEATHER -LAPPED / HOUSE -WRAP SEAM FIRST -CUTTING HOUSE WRAP HOUSE WRAP PREP at WINDOW OPENINGS PREPARED ROUGH OPENING READY FOR WINDOW INSTALLATION HOUSE WRAP at SILL CONCEALED EDGE of LOWER ROW EXPOSED EDGE of UPPER ROW /O HEAD SILL SECOND - PREPARED OPENING DETAIL INSIDE WOOD DOOR FRAME and STOP WOOD THRESHOLD SET ON SILL PAN in CONT BEAD of SEALANT then ANCHOR TO SLAB with EXPANSION TYPE ANCHORS CONIC SLAB i 4 J CITY OF SANTA ANA PWpning 4rgjWj*rj§bjqWncy DOOR, SEE SCHEDULE and ELEVATIONS I n FOR PE S 20 GA GALV SILL PAN WRAP ENDS UP R UGH JAMBS 3" SET PAN IN FULL BED MASTIC PA PROFILE 1" ARCHITECTURE / INTERIORS SEE DETAIL 5/-- fcMAN@mto r I D. A D V I51 O LI OF FOX GROUP ARCHITECTS, INC. INFORMATION abo t PAN Date: N 275 SOUTH GLASSELL STREET TOP of ORANGE, CALIFORNIA 92866 Pll AR TEL: 714 628-0777 FAX: 714 628-0797 EXTERIOR SURFACE SEE SITE PLAN for TYPE and ELEVATION RICK FOX, ARCHITECT DOOR THRESHOLD OUTSWING CAROL TINK- FOX, ARCHITECT SCALE: 3" = 1'-0" ® SCALE: 3" = 1'-0" SELF ADHERED FLEXIBLE FLASHING - SEE SPECS 'J' METAL STUCCO TRIM CONT BEAD SEALANT — DETAIL SCALE: 3" = 1'-0" WALL FRAMING and PLYWOOD SHEATHING 2 Z 4 ll� co 4 I Lu z Q> I z _jO 00 w I > o I i — S S COPPE R STAINLESS SCALE; 3" = 1'-O" FASTENERS FULLY -SOLDER ALL JOINTS NOT THE FOLLOWING KEYNOTES APPLY TO WEATHER -BARRIER INSTALLATION: BROKEN FROM A CONTINUOUS SHEET 1 WALL FRAMING and SUBSTRATE ASSEMBLY, SEE DWGS and WALL LEGEND 2 HOUSE WRAP, SEE SPECS VERTICAL FACE — 3 SILL PAN SELF-AHDHERED FLEXIBLE FLASHING, SEE SPECS of CONC SLAB 4 FLANGED WINDOW FRAME, SEE DWGS, WINDOW SCHEDULE, and SPECS 5 CONTINUOUS BEAD OF SEALANT, PER WINDOW MANUFR SPECS 6 FASTENERS TO ANCHOR FLANGES, TYPE and SIZE PER WINDOW MANUFR 7 SELF -ADHERED FLEX TAPE, VERT over WINDOW JAMB FLANGES 8 SELF -ADHERED FLEX TAPE, HORIZ over WINDOW HEAD FLANGES O VERT LEG VERT SEE FLR �oR�ti FINISH THK VIER FULLY- S D ALL SEAMS ISOMETRIC VIEW THE FOLLOWING KEYNOTES APPLY TO THIS DETAIL ONLY: 9 METAL DRIP CAP, ACCROSS ENTIRE WIDTH OF WINDOW HEAD 10 FOLD HOUSE WRAP DOWN OVER FLEX TAPE and TACK STAPLE IN PLACE 1 FLOOR SHEATHING 11 "SKIP TAPE" HOUSE WRAP HEAD FLAP 2 PLYWOOD WALL SHEATHING UNDERLAYMENT OR STRUCTURAL SHEAR PANEL 12 TAPE OVER 45-DEGREE ANGLED HEAD CUTS IN HOUSE WRAP 3 COPPER PAN / SADDLE FLASHING, 20 OUNCE/SF (22 GA), ATTACH with 13 EXTERIOR FINISH, SEE DWGS, ADDITIONAL DETAILS and SPECS COPPER NAILS OR STAINLESS SCREWS. FULLY -SOLDER ALL JOINTS. O FLEXIBLE FLASHING at HEAT and JAMB - SEE SPECS 14 CONTINUOUS BEAD OF SEALANT AFTER WINDOW IS SET 15 HOUSE WRAP TAPE 16 17 WINDOW INSTALLATION KEYNOTES �� SILL PAN FLASHING at EXTERIOR DOOR DUAL GLAZED WINDOW UNIT SEE WINDOW SCHEDULE and SPECIFICATIONS 2xV1 STUD SEE � LIEGE GYPS DRY\.A W00 pCASII` INTEF DESI _ SHIM for LE NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN 7/8" EXTERIOR CEMENT THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR - NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS PLASTER SEE SPECS EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS LATH OVER TWO LAYERS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS 'D' FORM UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF OF GRADE PAPER CONFIDENCE. SEE SPECS STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. T /I\ K PIL D SHTG ' WHERE OCCURS 2 x WOOD STUD WALL SEE WALL LEGEND GYPSUM DRYWALL WOOD CASING per INTERIOR DESIGNER WINDOW JAMB — CASEMENT SCALE: 3" = 1'-0" PLYWD SHTG WHERE OCCURS 7/8" EXTERIOR CEMENT PLASTER - SEE SPECS LATH OVER TWO LAYERS OF GRADE 'D' PAPER - SEE SPECS EXTEND DOWN over FLEXIBLE FLASHING SELF -ADHERED FLEXIBLE FLASHING -SEE SPECS DOWN over NAILING FLANGE "J" METAL STUCCO TRIM CONT BEAD SEALANT DUAL GLAZED WINDOW UNIT SEE WINDOW SCHEDULE and SPECIFICATIONS SET HEAD and JAMB NAILING FLANGES IN FULL BED OF SEALANT, SILL FLANGE SEALANT BEAD SHALL NOT BE CONT WINDOW HEAD — CASEMENT SCALE: 3" = 1'-0" SHIM UNIT for LEVEL DUAL GLAZED WINDOW UNIT SEE WINDOW SCHEDULE and SPECIFICATIONS SET HEAD and JAMB NAILING FLANGES IN FULL BED OF SEALANT, SILL FLANGE SEALANT BEAD SHALL NOT BE CONT CONT BEAD SEALANT In / "J" METAL STUCCO TRIM WOOD CASIN SELF -ADHERED FLEXIBLE SILL PAN FLASHING - SEE SPECS INer TERIOR DESIGNER SILL APRON FLASHING under FLEXIBLE SILL PAN FLASHING GYPSUM 7/8" EXTERIOR CEMENT DRYWALL PLASTER - SEE SPECS LATH OVER TWO LAYERS OF GRADE 'D' PAPER - SEE SPECS 2 x WOOD STUD WALL EXTEND UP under SILL APRON SEE WALL FLASHING LEGEND —Iff PLYWD SHTG WHERE OCCURS WINDOW SILL — CASEMENT 0 � b Q � � IT W Q CO ccoie �l (may a ° z �z z NCO PROFESSIONAL SEAL e1c`o p+RCTI o No. C-19457 REN.9-30-27 9�F of CAS-�F�Q ARCHITECTURAL DETAILS MILESTONES: 1. REVISIONS: A SHEET A5.2 E SCALE: NONE SCALE: NONE SCALE: NONE SCALE: 3" = l'-O" + POWER and COMMUNICATION LEGEND SWITCHING AND LIGHTING LEGEND RESIDENTIAL PLUMBING LEGEND "E" ADJACENT TO ANY SYMBOL INDICATES EXISTING TO REMAIN "E" ADJACENT TO ANY SYMBOL INDICATES EXISTING TO REMAIN "E" ADJACENT TO ANY SYMBOL INDICATES EXISTING TO REMAIN WALL WALL WALL 120 v. 15 A. DUPLEX OUTLET SWITCH - SINGLE HB HOSE BIBB WALL MOUNTED AT +12" AFF TO CENTER OF OUTLET U,N,O, WALL MOUNTED AT +42" AFF TO CENTER OF SWITCH U.N.O. "DED' = DEDICATED CIRCUIT SEE SPECIFICATIONS FOR TYPE and COLOR SEE SPECIFICATIONS FOR TYPE and COLOR 3 SWITCH - 3-WAY FG FUEL GAS OUTLET pFl DUPLEX OUTLET WITH GROUND FAULT CIRCUIT INTERRUPT Wp WATERPROOF DUPLEX OUTLET WITH GROUND FAULT CIRCUIT INTERRUPT SWITCH WITH DIMMER FUEL GAS KEY SWITCH WITH VACANCY SENSOR - MANUAL ON / AUTOMATIC OFF HALF HOT DUPLEX OUTLET - HALF HOT SWITCHED SWITCH - CEILING FAN / LIGHT WITH DIMMER AT LIGHT DOUBLE DUPLEX OUTLET ®FD FLOOR DRAIN "P SWITCH -WEATHERPROOF 240 v, OUTLET SWITCH - DOOR ACTIVATED CLOCK OUTLET Tv TELEVISION CABLE OUTLET WALL SCONCE RESIDENTIAL MECHANICAL LEGEND TELEPHONE OUTLET - SINGLE GANG BACK BOX WALL SCONCE - HIGH EFFICACY - EXTERIOR RATED "E" ADJACENT TO ANY SYMBOL INDICATES EXISTING TO REMAIN WALL MOUNTED AT +12" AFF TO CENTER OF OUTLET U.N.O. 3/4" DIA CONDUIT STUB TO ABOVE CEILING WITH PULL STRING RECESSED WALL MOUNTED STEP LIGHT - LED WALL DATA OUTLET - SINGLE GANG BACK BOX at 18" AFF TO CENTER wP RECESSED WALL MOUNTED STEP LIGHT T THERMOSTAT WALL MOUNTED AT +12" AFF TO CENTER OF OUTLET U,N,O, HIGH EFFICACY - EXTERIOR RATED 3/4" DIA CONDUIT STUB TO ABOVE CEILING WITH PULL STRING FLOODLIGHT - HIGH EFFICACY - EXTERIOR RATED SUPPLY AIR DIFFUSER - WALL OUTLET PUSH BUTTON SWITCH -GATE RELEASE/GARAGE DOOR OPENER ON MOTION SENSOR LOW VOLTAGE TRACK LIGHT DOOR BELL - LOW VOLTAGE RETURN AIR GRILLE - WALL OUTLET LED ROPE LIGHT 120 v, 15 A. DUPLEX OUTLET JUNCTION BOX FLOOR MOUNTED MONUMENT ® "DED' = DEDICATED CIRCUIT SUPPLY AIR DIFFUSER -CEILING OUTLET RECESSED LED LIGHT - 4" SD SMOKE DETECTOR NORA NLCBS-4W52 COBALT SHALLOW ROUND BAFFLE HARD -WIRED with BATTERY BACKUP WET LABEL, HIGH EFFICACY RETURN AIR GRILLE -CEILING OUTLET SCM COMBINATION SMOKE DETECTOR and CARBON MONOXIDE SENSOR HARD -WIRED with BATTERY BACKUP SUPPLY AIR DIFFUSER - FLOOR OUTLET RETURN AIR GRILLE - FLOOR OUTLET ® CEILING MOUNTED EXHAUST FAN 0 FIRE SPRINKLER HEAD - RECESSED OR EXPOSED FS OS CEILING MOUNTED SPEAKER sD CEILING MOUNTED SMOKE DETECTOR 15 di 4:Z ~w OJ �U. u 0 Ing KEYNOTES — RESIDENTIAL MEP CITY OF SANTA ANA Planning drrtWMrFyWncy 1❑ PROVIDE ANTI -SCALDING VALVE at SHOWER/TUB, A fl PROVIDE THE FOLLOWING PLUMBING FIXTURES; A, LOW -FLUSH TOILET OF 1,28 GPF FOR PEF S B. SHOWER HEADS at 2,0 GPM MAX C. LAUNDRY FAUCETS at 15 GPM MAX D. LAVATORY FAUCETS at 0.8 GPM MIN and 1.5 GF M MAX E. KITCHEN FAUCETS at 1.8 GPM MAX DEFAULT Ifl ALL HOT WATER SUPPLY LINES TO BE WRAPPED AICIITICTU RE / INTERIORS WITH PIPE INSULATION Master ID A DIVISION OF FOX GROUP ARCHITECTS, INC. PLUMBING VENTS THROUGH ROOF ABOVE TO BE LOCH FED 4 MORE THAN 5"-0" AWAY FROM PROPERTY LINE WALL, Date 10'-0" AWAY FROM OPERABLE OPENINGS 275 SOUTH GLASSELL STREET PROVIDE WATER HEATER DRAIN PAN and DRAIN ORANGE, CALIFORNIA 92866 LINE TO EXTERIOR OF STRUCTURE TEL: 714 628-0777 PROVIDE WATER HEATER EXHAUST SYSTEM THROUGH FAX: 714 628-0797 ROOF ABOVE, VENT SHALL NOT TERMINATE WITHIN 4'-0" FROM OPERABLE WINDOWS WATER HEATER - 40 GAL TANK, HEAT PUMP PROV. 3" CLR ON ALL SIDES AND TOP AND 6" CLR IN FRONT RICK FOX, ARCHITECT PROVIDE MIN, 4" DIA, DRYER EXHAUST VENT with BACKDRAFT CAROL TINK- FOX, ARCHITECT DAMPER THROUGH EXTERIOR WALL. MAX. DUCT LENGTH 14'-0" with 2 ELBOWS NOTICE REGARDING OWNERSHIP OF DOCUMENTS: INVERTER SPLIT UNIT AIR CONDITIONER - ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS T STRATOS FORM ARE AND SHALL REMAIN WALL MOUNTED HEAT PUMP SYSTEM THE EXCLUSIVESIVE PROPERTY RTY OFF STRATOS FORM WHETHER OR DAIKIN - FTXC-A SERIES - 208/230 V / 1 Phase / 60 Hz NOT THE PR FOR WHICH THEY ARE PREPARED Is EXECUTED RE--USUS PROJECT -USE REPRODUCTION OR PUBLICATION OF THESE 10 AIR-COOLED SPLIT OUTDOOR UNIT - ROOF MOUNTED ON VIBRATION ABSORPTIVE SKIDS DAIKIN - RXC24AXVJU - 208-230 V SEE ROOF PLAN FOR MORE INFORMATION IT] RANGE HOOD EXHAUST FAN TO OUTSIDE 12 WHOLE HOUSE FAN 13 BATHROOM LIGHT SWITCHES TO BE "MANUAL ON/ AUTOMATIC OFF" OCCUPANCY SWITCHES 14 PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS (AFC].) at ALL OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS, PROVIDE MINIMUM 20 AMP CIRCUIT FOR BATHROOM 15 OUTLETS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM 16 NEW 100 AMP SUBPANEL LOCATION TO BE CONFIRMEED BY OWNER V ALL RECEPTACLES IN DWELLING UNITS SHALL BE TAMPER RESISTANT SMOKE DETECTORS ARE NOT TO BE LOCATED IN KITCHEN, 18 GARAGE, OR WITHIN 3 FEET FROM DOOR TO KITCHEN OR BATHROOM OR SUPPLY AIR REGISTERS 19 PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP IN ALL SLEEPING ROOMS AND HALLWAYS LEADING TO BEDROOMS 20 PROVIDE HARD WIRED AND INTERCONNECTED CARBON MONOXIDE ALARMS IN HALLWAYS LEADING TO BEDROOMS AND IN ROOMS CONTAINING FIREPLACES OR OTHER GAS APPLIANCES. BATHROOM EXHAUST FANS; 1. SHALL BE ENERGY STAR COMPLIANT AND DUCTED TO TERMINATE 21 OUTSIDE THE BUILDING. 2. SHALL BE CONTROLLED BY MEANS OF A HUMIDITY CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF < 50% TO A MAXIMUM OF 80%, HUMIDITY CONTROLS MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT, AND MAY BE A SEPARATE COMPONENT TO THE EXHAUST FANS; THEY ARE NOT REQUIRED TO BE INTEGRAL TO THE FAN ITSELF, 22 DECK MOUNTED GARBAGE DISPOSAL SWITCH 23 WASHER AND DRYER HOOKUPS WITH EXHAUST VENT THROUGH WALL NOTE; MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW AND APPROVAL. THE BUILDING AND SAFETY DIVISION PLAN REVIEW DOES NOT INCLUDE POTENTIAL ELECTRICAL, WATER, OR GAS REVISIONS REQUIRED BY ANY NON -CITY UTILITY COMPANY. IT IS SOLELY ON THE CONTRACTOR TO ENSURE PROPOSED ADDITION OR ALTERATION CAN AND WILL MEET UTILITY COMPANY REQUIREMENTS, MEP ARE SUBJECT TO BUILDING FIELD INSPECTION, MECH., ELEC,, & PLUMB PLAN SCALE; 1/4" = 1`0' DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE. STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. Q � Q � W � � � W CO �11 ( ® z ° z q*z z cm(0 PROFESSIONAL SEAL AR �pL T1N/t��TFO� O� No. C-19457 �> REN.9-30-27 '9j� OF CAS-�FCQ MECH., ELEC. & PLUMB. PLAN MILESTONE& REVISION& A 0 „ SHEET E ENFORCEMENT REQUIREMENTS FOR DOCUMENTATION BY OTHERS Certificate of Installation. For all buildings, the person in charge of the construction or installation, who is eligible under Division 3 of the Business and Professions Code to accept responsibility for the construction or installation of features, materials, components, or manufactured devices regulated by Part 6 or the Appliance Efficiency Regulations (responsible person) shall sign and submit Certificate of Installation documentation as specified in Section 10-103(a)3 to certify conformance with Part 6. If more than one person has responsibility for the construction or installation, each person shall sign and submit the Certificate of Installation documentation applicable to the portion of the construction or installation for which they are responsible; alternatively, the person with chief responsibility for the construction or installation shall sign and submit the Certificate of Installation documentation for the entire construction or installation scope of work for the project, Subject to the requirements of Section 10-103(a)3, persons who prepare Certificate of Installation documentation (documentation authors) shall sign a declaration statement on the documents they prepare to certify the information provided on the documentation is accurate and complete. In accordance with applicable requirements of 10-103(a)3, the signatures provided by responsible persons and documentation authors shall be original signatures on paper documents or electronic signatures on electronic documents conforming to the electronic I signature specifications in Reference Joint Appendix JA7. Certificate of Field Verification and Diagnostic Testing (Certificate of Verification). For all buildings for which compliance requires ECC field verification, a certified ECC Rater shall conduct all required ECC field verification and diagnostic testing in accordance with applicable procedures specified in Reference Appendices RA2, RA3, NA1, and NA2. All applicable Certificate of Verification documentation shall be completed, signed, and submitted by the certified ECC Rater who performed the field verification and diagnostic testing services (responsible person) in accordance with the requirements of Section 10- 103(a)5, and Reference Appendices RA2, and NAI, to certify conformance with Part 6. If more -than one rater has responsibility for the ECC verification for the building, each rater shall sign and submit the Certificate of Verification documentation applicable to the portion of the building for which they are responsible. Subject to the requirements of Section 10-103(a)5, persons who prepare Certificate of Verification documentation (documentation authors) shall sign a declaration statement on the documents they prepare to certify the information provided on the documentation is accurate and complete. The signatures provided by responsible persons and documentation authors shall be electronic signatures on electronic documents. I . . Compliance, Operating, Maintenance, and Ventilation Information to be provided by Builder. 1. Compliance information. A. For low-rise residential buildings, at final inspection, the enforcement agency shall require the builder to leave in the building, copies of the completed, signed, and submitted compliance documents for the building owner at occupancy. For low-rise residential buildings, such information shall, at a minimum, include copies of all Certificate of Compliance, Certificate of Installation, and Certificate of Verification documentation submitted. These documents shall be in paper or electronic format and shall conform to the applicable requirements of Section 10-103(a). 2. Operating information. At final inspection, the enforcement agency shall require the builder to leave in the building, for the building owner at occupancy, operating information for all applicable features, materials, components, and mechanical devices installed in the building. Operating information shall include instructions on how to operate the features, materials, components, and mechanical devices correctly and efficiently. The instructions shall be consistent with specifications set forth by the Executive Director, For low-rise residential buildings, such information shall be contained in a folder or manual which provides all information specified in Section 10-103(b). This operating information shall be in paper or electronic format. For dwelling units, buildings or tenant spaces that are not individually owned and operated, or are centrally operated, such information shall be provided to the person(s) responsible for operating the feature, material, component or mechanical device installed in the building. This operating information shall be in paper or electronic format, 3. Maintenance information. At final inspection, the enforcement agency shall require the builder to leave in the building, for the building owner at occupancy, maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component or manufactured device. For Low-rise residential buildings, this information shall include a schedule of all interior luminaires and lamps installed to comply with Section 150.0(k). This information shall be in paper or electronic format, 4. Ventilation information. A. For low-rise and high-rise residential buildings, the enforcement agency shall require the builder to leave in the following information in the building, for the building owner at occupancy: 1. A description of the quantities of outdoor air that the whole -dwelling unit ventilation system(s) are designed to provide to the building's conditioned space, and instructions for proper operation and maintenance of the ventilation system. ii. Instructions for proper operation and maintenance of local exhaust systems, including instructions for conditions for which � any occupant -controlled systems such as kitchen range hoods and bathroom exhaust fans should be used. For buildings or tenant spaces that are not individually owned and operated, or are centrally operated, Compliance, Operating, Maintenance & Ventilation information shall be provided to the person(s) responsible for operating and maintaining the feature, material, component or mechanical ventilation device installed in the building. � I . � I I I ' INDOOR AIR QUALITY AND MECHANICAL VENTILATION §150.0(o): Requirements for Ventilation and Indoor Air Quality. All dwelling units shall meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in Section 150,0(o)l below. All dwelling units shall comply with Section 150.0(o)2 below. §150.0(o)l. Amendments to ASHRAE 62.2 requirements. A. Window operation is not a permissible method of providing the dwelling unit ventilation airflow specified in Section 150.0(o)lc. B. Continuous operation of central forced air system air handlers used in ventilation systems is not a permissible method of providing the dwelling unit ventilation airflow required in Section 150.0(o)1C. C. Single family detached dwelling units, and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces shall have mechanical ventilation airflow as specified in subsections i, ii, and iii. D. Air filtration shall conform to the specifications in Section 150.0(m)12. Compliance with ASHRAE 62.2 Sections 6.7 (Minimum Filtration) and 6.7.1 (Filter Pressure Drop) shall not be required. E. Reserved. F. Reserved. G. A local mechanical exhaust system shall be installed in each kitchen and bathroom. Systems shall be rated for airflow in accordance with ASHRAE 62.2 Section 7.1 and shall be rated for sound in accordance with Section 7.2 of AHRAE 62.2 at no less than the minimum airflow rate required by Section 150.0(o)lGi, ii, iii, iv, v and vi. H. The airflow required by Section 150.0(o)l C is the quantity of outdoor ventilation air supplied or indoor air exhausted by the mechanical . ventilation system as installed and shall be measured by using a flow hood, flow grid or other airflow measuring device at the mechanical ventilation fan's inlet term inals/gri Iles or outlet terminals/grilles in accordance with the procedures in Reference Residential Appendix RA3.7. Balanced mechanical ventilation system airflow shall be the average of the supply fan and exhaust fan flows. 1. Dwelling unit ventilation systems shall be rated for sound in accordance with Section 7.2 of AHRAE 62.2 at no less than the minimum airflow rate required by Section 150.0(o)1C. J� Compliance with AHSRAE 62.2 Section 4.4 (Control and Operation) shall require manual ON -OFF control switches associated with whole - dwelling unit ventilation systems to have a label clearly displaying the following text, or equivalent text: "This switch controls the indoor air quality ventilation for the home. Leave switch in the 'on' position at all times unless the outdoor air quality is very poor. K. All dwelling units shall conform to the applicable requirements specified in California Mechanical Code Chapter 7, Combustion Air and shall conform to the requirements in AHRAE 62.2 Section 6.4, Combustion and Solid -Fuel -Burning Appliances. §150.0(o)2. Field Verification and Diagnostic Testing. A.Airflow Performance. The dwelling unit ventilation airflow required by Sections 150.0(o)IC shall be confirmed through field verification and diagnostic testing in accordance with the applicable procedures specified in Reference Residential Appendix RA3.7. Balanced mechanical ventilation system airflow shall be the average of the supply fan and exhaust fan flows. Ventilation airflow of systems with multiple operating modes shall be tested in all modes designed to comply with the required ventilation airflows. B. Kitchen Range Hoods. Vented range hoods installed to comply with local mechanical exhaust requirements specified in Section 150.0(o)l G shall be field verified in accordance with the procedures in Reference Residential Appendix RA3.7.4.3 to confirm the model is rated by HVI or AHAM to comply with the following requirements i. The minimum ventilation airflow rate as specified by Section 150,0(o)1G, or alternatively the minimum capture efficiency as specified by Section 150.0(o)IG. I ii. The maximum sound rating as specified in Section I 50. 0(o) 1 Gvi. C. Heat Recovery Ventilation (HVR) and Energy Recovery Ventilation (ERV) System Fan Efficacy. Systems with heat or energy recovery serving a single dwelling unit shall have a fan efficacy of <1.0 w/cfm as confirmed by ECC field verification in accordance with Reference Appendix RA3.7.4.4. §1 50.2(a)l C and §1 50.2(a)2C: Mechanical Ventilation for Indoor Air Quality for Additions. b. Additions to an existing dwelling unit that increase the conditioned floor area of the existing dwelling unit by more than 1,000 square feet shall have mechanical ventilation airflow in accordance with Sections 150.0(o)l C, 150.0(o)l E, or 150.0(o)l F as applicable. The dwelling unit mechanical ventilation airflow rate shall be based on the conditioned floor area of the entire dwelling unit comprised of the existing dwelling unit conditioned floor area plus the addition conditioned floor area. c. New dwelling units that are additions to an existing building shall have mechanical ventilation airflow provided in accordance with Sections 150.0(o)l C, 150.0(o)l E, or 1 50.0(o)l F as applicable. The mechanical ventilation airflow rate shall be based on the * conditioned floor area of the new dwelling unit. The following summarizes the key requirements for most newly constructed residences. I . A dwelling unit mechanical ventilation system shall be provided. The Airflow rate provided by the system shall be confirmed through field verification and diagnostic testing in accordance with the applicable procedures specified in Reference Residential Appendix RA33 2. Kitchens and bathrooms shall have local exhaust systems vented to the outdoors. 3. Clothes dryers shall be vented to the outdoors. 4. Ventilation air shall come from the outdoors and shall not be transferred from adjacent dwelling units, garages, unconditioned attics or crawlspaces. 5. Ventilation system controls shall be labeled and the home owner shall be provided with instructions on how to operate the system. 6. Combustion appliances shall be properly vented and air systems shall be designed to prevent back drafting. 7. The walls and openings between the house and the garage shall be sealed or gasketed. 8. Habitable rooms shall have windows with a ventilation area of at least 4 percent of the floor area. 9. Mechanical systems including heating and air-conditioning systems that supply air to habitable spaces shall have MERV 13 filters or better and be designed to accommodate the system's air filter media rated pressure drop for the system design airflow rate. 1 0. Dedicated air inlets (not exhaust) that are part of the ventilation system design shall be located away from known contaminants. I 1. A carbon monoxide alarm shall be installed in each dwelling unit in accordance with NFPA 720. 12.Air-moving equipment used to meet the dwelling unit ventilation requirement and the local ventilation exhaust requirement shall be rated in terms of airflow and sound: a. Dwelling unit ventilation and continuously operating local exhaust fans must be rated at a maximum of 1.0 sone (measure of sound). b. Demand -controlled local exhaust fans must be rated at a maximum of 3.0 sone. c. Kitchen exhaust fans must be rated at a maximum of 3.0 sone at one or more airflow settings greater than or equal to 1 00 CFM. d. Remotely located air -moving equipment (mounted outside habitable spaces) are exempt from the sound requirements provided there is at least 4 feet of cluctwork between the fan and the interior grille. . . I I..'' . .1. . . � � . I I- . . I . Dwelling Unit Mechanical Ventilation Calculation (Continuous Fan or Indoor Air Quality (IAQ) Fan) Each dwelling unit mechanical ventilation system must meet the minimum CFM required from the CF1 R and field verified with diagnostic testing of airflow performance. In addition, the fan must be certified with a maximum sone rating of 1.0 or less. New Accessory Dwelling Unit Behind Garage = 24 CFM / 160.0(n) WATER HEATING SYSTEM. 1. Systems using gas or propane water heaters to serve individual dwelling units shall designate a space at least 2.5 feet by 2.5 feet wicli:a and 7 feet tall suitable for the future installation of a heat pump water heater (HPWH) by meeting either A or 6 below. All electrical components shall be installed in accordance with the California Electrical Code: A. If the designated space is within 3 feet from the water heater, then this space shall include the following: i. A dedicated 'I 25 volt, 20 amp electrical receptacle that is connected to the electric panel with a 120/240 volt 3 conductor, brarch circuit rated at 30 amps minimum, within 3 feet from the water heater and accessible to the water heater with no obstructions; and ii. Both ends of the inused conductor shall be labeled with the word "spare" and be electrically isolated; and iii. A reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker for the branch circuit in A above and labeled with the words "Future 240V Use"; and iv. A condensate dmin that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance, B. If the designated space is more than 3 feet from the water heater, then this space shall include the following: i. A dedicated :240volt branch circuit shall be installed within 3 feet from the designated space. The branch circuit shall be ra,:ed at 30 amps minimum. The blank cover shall be identified as "240V ready"; and ii, The main elec.trical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a future HPWH installation. The reserved space shall be permanently marked as "For Future 240V use"; and iii. Either a dedicated cold water supply, or the cold water supply shall pass through the designated HPWH location just before reaching the gas or propane water heater; and iv. The hot water supply pipe coming out of the gas or propane water heater shall be routed first through the designated FIPWH location before serving any fixtures; and v. The hot and cold water piping at the designated HPWH location shall be exposed and readily accessible for � future installation of an HPWH; and � vi. condensate drair that is no more than 2 inches higher than the base of the installed water heater, and allows natural.draining without pump assistance. 2. Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCO), tie International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the Executive Director. 3. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2kW) shall meet the requirements of Section 110.3(c)6. Table 4-9: De nia nd -Controlled Local Ventilation Exhaust Airflow Rates (From Table 150.0-E) Application Airflow Enclosed 11 Vented range hood (including appliance range hood combinations): capture efficiency or Kitchen airflow rate specified in Table 4-10: Demand -Controlled Local Ventilation Exhaust Airflow R3tes (from Table 150.0). 11 Other kitchen exhaust fans, including downdraft: 300 CFM (150 L/s) Non- 11 Vented range hood (including appliance range hood combinations): capture efficiency or Enclosed airflow rate specified in Table 4-10. Kitchen 11 Other kitchen exhaust fans, including clowndraft: 300 CFIVI (150 L/s) Bathroom 1� 53 CFIVI (25 L/s) I Table 4-10�: Demand -Controlled Local Ventilation Exhaust Airflow Rates (from Table 150.0-G) Dwelling Unit Floor Area (ft') I Hood Over Electric Range Hood Over Gas Range >1500 50% CE or 110 Cfm 70% CE or 180 cfm >1000 - 1500 50% CE of 110 cfm 80% CE or 250 cfm - 750 - 1000 55% CE or 130 cfrn 85% CE or 280 cfm <750 __�__ 1 65% CE or 160 cfm 85% CE or 280 cfm The Energy Code requires verification that range hoods are HVI or AHAM-certified with at least one speed setting that can deliver at least 100 CFM at 3 sones or less. Verification must be in accordance with the procedures in RA3.7.4.3 and have a minimum airflow setting exceeding 400 CFM are exempt from the noise requirement. Table 150.0-H Prescriptive Ventilation System Duct Sizing [ASHRAE 62.2:Table 5-3] - Fan Airflow Rating, drn at minimum static FireSSLire 550 0.25 in. waterf (25) (40) (50) (60) (70) (85) (95) (120) (165) (190) (210) (330) (380) (L/s at minimum 62.5 Pal Minimum Duct Diameter 4 5 5 6 6 7 7 8 9 10 10 12 12 in. (mm) For Rigid cluct (100), (125) (125 , (150) (150) (180) (180) (205) (230) (255), (255) (305) (305), - Minimum Duct Diameter r�- 4 5 6 6 7 7 8 8 9 10 r in. (mm) For Flex duct (100) (125) (150)� (150) (150) (180) (205) (205) (230) (25 5) NP NP __ N�P c. Use of this table for verification of flex duct systems requires flex duct to be fully extended and any flex duct elbows to have a minimum bend radius to duct diameter ratio of 1.0. f. When a vented range hood utilizes a capture efficiency rating to demonstrate compliance with 150.0(o)lGllib, a static pressure greater than or equal to 0.25 in. of water at the rating point shall not be required, and the airflow listed in the approved directory corresponding to the compliant capture efficiency rating point shall be applied to Table 1.50.0-H for determining compliance. EqUIPMFEMT(op t=-c�u-&,L-) AOU . AIR V4ANDLF-R 2,1-0R. 59F-(�O- AFuF_/"-_,PF: Cmiw) 8.1 11*79r- LOW LE.&K/-�,CIP_ A-H. "/FZ . FAt-A W.AZTT 0PAW " f P� \/EIZI F=IEU. At RFLOW " 19- . CON10E-f4SER E3X-01R. SPEC-'0- 5FF=-V,_/1E-ETZ ,cmlv,�,, 114.0 /10-0 . -rc:+-3,:�? " 11Z . v5r2tF=ieo EFFIC_ rZeF rZIC'. C_HA-9_CJ1E N I iz- I . WA-Tl-=IZ 14FEAT02 VAE:A�zv Pot--vP I . C,At_LC:)r-4C7 LAO . E7T\.) �A I " F'UT S S F_� c-r- - I rL RECONJI��_Y EF:F)C-. N /A . ST'it, . 1,io- B-f- 1_04,A, " JA� F_"F_V2e,Y FP,C7'Q;1V_ 1-1 E-17- LA F-IV-ST V4�Z.r�-ATI"6, &0*' r-,A%-- HOT 47_0 12%?e "�,_ R.E.Q. ID. VAVAc_ VU C'T I N1c2UL 1,10 ouc_Tc., HVAC DUOT * "I 6tH-T --;,ET f3ACY- _rHEFfZM0'1_F-&-_r k'��V112F-V -* vV=_1ZkT=y sok)"D C)�ZVIt__4A"CS (Iv= b,"-f) pp-lorz -T,O z,,)c SST ' Nf V4 . *%1',&,C- F_R%JJFME�"-T S-:,177_1Wq 4 5F-EC,1P%C,1-N_,rk011AC�7 E5Y OT-tAETZ-2 Prior to final inspection an electronically signed and registered copy of the following chec ked CF2R & CF3R installation certificates and verification/diagnostic testing certificates shall be posted and made available to the enforcernent agency. Verification - Installation -_ --- Certificate Certificate Document Category Document CF.-,;R(ECC) CF2R Category Description Description Envelope ____ x ENV-01 Non ECC Fenestration/Glazing Envelope X ENV-03 Non ECC Insulation Installation Envelope - Roofing - Ventilation x ENV-04 Non ECC Cool Roof or Radiant Barrier (if Required) Envelope Building Envelope Air Leakage ENV-20H ECC Blower Door Test ENV- Envelope - 21H-22H ECC Quality Insulation Installation (oil) Lighting . X LTG-01 Non ECC -_ Single Family Lighting Lighting LTG-02 Non ECC Multi -Family Lighting Mechanical HVAC Systems & Ducts x MCH-01 Non ECC Return Air Filter Labeling Mechanical Duct Leakage Test MCH-20H ECC Low Leakage Air Handier (LLAH) Mechanical Duct Location , MCH-21H ECC Conditioned Space Mechanical MCH-22H ECC Fan Watt Draw Efficacy (FWD) Mechanical Cooling Coil Airflow (CCA) MCH-23H ECC (350 CFMfron) Mechanical MCH-25H , ECC Refrigerant Charge Verification Mechanical Heat/Pump Capacity x x MCH-26H ECC SEER & EER & HSPF Verification - Mechanical Indoor Air Quality & Mechanical Ventilation X x MCH-27H ECC ASHRAE 62.2 (Continuous Fan) Mechanical Supply Duct Surface Area, MCH-29H ECC R-Value & Buried Ducts Mechanical MCH-02 Non ECC Whole House Fan MCH-31 H I ECC - Mechanical x x MCH-32H ECC - --- ___ Local Mechanical Exhaust --- - Plumbing PLB-01 Non ECC PLB-21 H ECC Multi -Family Hot Water Distribution System Plumbing x PLB-02 Non ECC X I PLB-22H I ECC I Single Family Hot Water Distribution System t � 1VB-0 1 1 Solar Solar Photovoltaic System IVB-02 I Non EC C I - Solar Battery Storage SUPERINTENDENTS Please coordinate with the subcontractors and ECC rater the importance of having the above checked certificates filled out on time to prevent any hold-ups during final inspection. The Certificate of Occupancy will not be issued until the CF2R & CF3R certificates are reviewed and approved by the enforcement agency. Keep in mind that some of these items need to be inspected by the ECC rater prior to drywall. 2025 Single -Family Residential Mandatory Requirements Summary NOTE: Single-family residential buildings subject to the Energy Code must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective sections for more information. � . n ---- �__A;1:__:__ uu_�_ u-'C_ -I 011k; cl_f ___ ____.______ § 11 0.0-1 10.3: _ _ . -1-1 ___ � - .� I ____ -_ Certification. Heating, ventilation, an air o it oning ).equoment, water heaters, and all othe regulated appliances must be certified by the manulacturer to t he California Energy Commission. - - § 110.2(a): - . * HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Tables 110.2-A through -L. Controls for Heat Pumps vv[th Supplementary Heaters. Heat pumps with supplementary heaters must have control requirements § 110.2(b): * as specified in § 150.0(h)7 and § 150.0(i)2. ._. Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a § 110.2(c): setback thermostat. * - Insulation. Unfired service water heater storage tanks and solar water -heating backup tanks must have adequate insulation, or tank § 110.3(c)3: surface heat loss rating. - __ Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with § 110.3(c)6: hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. Backup Heat and Ventilation. Air -source heat pump water heaters must have backup heat (internal or external) if inlet air is §1 10.3(c)7: unconditioned, unless compressor cut-off temperature is below Heating Winter Median of Extremes from Reference Appendix JA2. Heat pump water heater installation space and/or communicating space(s) must meet minimum volume, ducting, and/or grille net free area by kBtu/h of compressor capacity. - Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances * § 110.5: (except appliances without electrical supply voltage connection with pilot lights that consume less than 150 Btu/h); pool and spa heaters. Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, § 150.0(h)l: Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 1.50.0(h)2. * - . § 150.0(h)3A: ) tj Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at I�ast five feet from any dryer outlet or vent. Liquid Line Drier. Air condiflon-ers and heat pump systems must be equipped with liquid line filter driers if required, as specified by the § 150.0(h)3B: manufacturer's instructions. System Selection. Equipment sizing and selection must meet the cooling and heating loads of § 150.0(h)l & 2, and systems must be § 150.0(h)5: , sized per ACCA Manual S-2023 with no minimum cooling capacity. Furnace heating capacity must meet ACCA Manual S. Heat pump heatinq capacity must meet minimum CBC requirements without including supplementary heat with no limit on maximum heating capacity. - § 150.0(h)6: Defrost. Installer -adjustable defrost delay timers must be set to greater than or equal to 90 minutes, CF2R certification required. * ,__ Supplementary Heating Control Configuration: Heat pumps with supplementary heating must have controls to lock supplementary § 150.0(h)7: heating above outside air temperature no greater than 35'F, allowed during defrost or emer encyl operation. CF2R certification required. * Sizing of Electric Resistance Supplementary Heat: When heat pumps have electric resistance heat, the capacity of electric resistance § 150.0(h)8: heat must not exceed the heat pump nominal cooling capacity (at 95*F ambient conditions) multiplied by 2.7 kW per ton, rounded up to the closest kW. Capacity Variation with Third -party Thermostats: For variable or multi -speed systems, the space conditioning system and thermostat § 150.0(h)9: must be capable of responding to heating and cooling loads by modulating system compressor speed and must meet thermostat requirements of § 150,010 CF2R certification required. . � Thermostat. All heating or cooling systems including heat pumps which are not controlled by energy management control system (EMCS) must have setback thermostat. Additional requirements for thermostats that control heat pumps with supplemental heating include § 150.0(i): thermostat must display outdoor air temperature, must lock out supplementary heat when outdoor air temperature is above 35*F, and must notify when supplemental heat is in use.* Water Piping, Solar Water -heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water § 150.0(j)l: piping must be insulated as specified in § 609.12 of the California Plumbing Code. * I Insulation Protection. Piping insulation must be protected from damage, including from sunlight, moisture, equipment maintenance, and wind, as required by §1 20.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). § 150.0(j)2: Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected b . a Class I or 11 vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non -crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must § 150.0(n)1: designate a space at least 25 x 25 x 7' suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than . 2" higher than the base of the water heater Solar Water Heating Systems. Solar water heating systems and collectors must be certified and rated by the Solar Rating and § 150.0(n)2: Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO - R&T), or by a listing agency that is approved by the Executive Director. I I r% _�_ 4 1: --- - ___ -.,- . Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If §1 10.8(d)3: a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. - CMC Compliance. All air -distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply- and return -air ducts and plenums must be insulated to R-6.0 or higher. Ducts located entirely in conditioned space as confirmed via field verification and diagnostic testing (RA3.1.4.3.8) do not § 150.0(m)l -. require insulation: in dwelling units with attics, the ducts must be below the ceiling separating occupiable space from the attic. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings mus't be sealed with mastic, tape, or other duct -closure system that meets applicable UL requirements; or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than I/,", if mastic or tape is used. Building cavities, air handier support ___ platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in these spaces must not be I compress d. * . � Factory- Fabricated Duct Systems must comply with applicable requirements of LIL 181 for duct construction, connections, and § 150.0(m)2: closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unit.. such tape is used in combination with mastic and draw bands. Field -Fabricated Duct Systems must comply with applicable requirements for: pressure -sensitive tapes, mastics, sealants, and other § 150.0(m)3: requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between conditioned space and outdoors must have backdraft or automatic dampers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, § 150.0(M)8: manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. I Protection of Insulation. Insulation must be protected from damage due to sunlight, moisture, equipment maintenance, and wind. § 150,0(m)9: Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation -resistant coating. Porous Inner Core Flex Duct. Flex ducts with porous inner cores must have a non -porous layer or air barrier between the inner core § 150.0(m)10: and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)l 1: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or equivalent filters. Filters for space conditioning systems must have a two inch depth, or can be one inch if sized per Equation 150.0-A. § 150.0(m)12: Clean -filter pressure drop and labeling must meet the requirements in §1 50.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters and prevents air from bypassing the filter. * Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow, must § 150.0(m)13: be ��, 350 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacy !� 0.45 watts per CFM for gas furnace air handlers and :5 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow;�! 250 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacy 15; 0.62 watts per CFM, Field verification testing is required in accordance I with Reference Residential Appendix RA3.3. * I V__&;1".__ -A I�A A;� f)-likv . _.._1.____ _ ___ - - . - - I I . Requirements for Ventilation and Indoor Air Quality. All dwelling units shall meet the requirements of ASHRAE Standard 62.2, § 150.0(o)l: Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in §150.0(o)l. * Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers used in CFI systems is not a permissible § 1 50. 0(o) I B: method to provide whole -dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) shall be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed and controlled per §150.0(o)1Biii&iv. CH ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the � motorized damper(s) for compliance with §150.0(o)1C. Whole -Dwelling Unit Mechanical Ventilation for Single -Family dviellings. Single-family dwellings shall have mechanical ventilation § 150.0(o)lC: specified in §150.0(o)lCi and 150.0(o)lCiv.Single family detached dwelling units and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces may reduce their required mechanical ventilation rates in accordance with §1 50.0(o)l Cii-iii.* Vertically attached dwelling units shall not reduce their minimum ventilation rates in accordance with §1 50,0(o)l Cii-iii. § 150.0(o)lG: Local Mechanical Exhaust. Kitchens and bathrooms shall have local mechanical exhaust; nonenclosed kitchens shall have demand - controlled exhaust system meeting requirements of §150.0(o)lGiii, enclosed kitchens and bathrooms shall either use demand - controlled as specified in §150.0(o)lGiii or continuous exhaust as specified in §150.0(o)lGiv. Airflow shall be measured by the installer per §150.0(o)lGv, and rated for sound per§150.0(o)1Gvi. * § 150.0(o)lH-J: . .___ Airflow Measurement, Sound Ratings, Label of Whole -Dwelling Unit Ventilation Systems. The airflow required per §150.0(o)lC shall be measured by using a flow hood, flow grid, or other airflow measuring device at the fan's inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole -Dwelling unit ventilation systems shall be rated for sound per ASHRAE 62.2 §7.3 at no less than the minimum airflow rate required by §150.0(o)IC. Manual on -off switches must be labeled per§150.0(o)1J. Field Verification and Diagnostic Testing. Whole -Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, and HRV § 150.0(o)2-. and ERV fan efficacy shall be verified in accordance with Reference Residential Appendix RA3.7, Vented range hoods shall be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements - per §1 50,0(o)l G , Plantrii- 2nrl Anttary FnArriv.Rlinrano Poidw- . - Battery Energy Storage System (BESS) Ready. All single-family residences that include one or two dwelling units, which a load § 150.0(s): serving entity provides with electrical service for the dwelling unit that is greater than 125 amps, shall meet at least one of the following: Either BESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more BESS supplied branch circuits in §150.0(s)2, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s)2; at . least four branch circuits must be identified and have their source collocated at a single parielboard suitable to be supplied by the BESS, __ with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3 feet of the main panelboard, with raceways installed between the panelboard and . the switch location to allow the connection of backup power source. * Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated § 150.0(t): unobstructed 240V branch circuit wiring installed within 3' of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as "240V ready;" and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use." Electric Cooktop Ready. Systems using gas or propane cooklop to serve individual dwelling units must include: A dedicated § 150.0(u): unobstructed 240V branch circuit wiring installed within 3' of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as "240V ready;" and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use." Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A § 150.0(v): dedicated unobstructed 240V branch circuit wiring installed within 3' of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as "240V ready;` and a reserved main electrical service panel space to allow for the installation of a I , double pole circuit breaker permanently marked as "For Future 240V use." I I :_k6.__- - - § 110.9: - Lighting Controls and Components. All lighting control devices and systems, light sources, and luminaires must meet the applicable * requirements of §1 10.9. Luminaire Eff icacy. All installe . d luminaires and light sources must meet the requirements of Reference Joint Appendix JA8, except § 150.0(k)l A: lighting. integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per watt; and ceiling fan kits subject to DOE's and Equipment Standards. * . __ - . _�ppliance Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw -based sockets, be airtight with air [§ 150.0(k)1C. . leakage rate < 2.0 cfm at 75 Pascals, and leak paths be sealed with a gasket or caulk. California Electrical Code Article 410.116 must also be met. * - _ � - .1 I 11. ... . � Planning and Appi FOR PERMI Master ID: Date: Linhtinn- Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources installed in enclosed or recessed § 150.0(.I) 1 D: luminaires must meet the JA8 elevated temperature requirements, including marking requirements. Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a § 150.0(k)lE: luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fan speed control. § 150.0(k)2A: Indoor Lighting Controls. Lighting must have readily accessible wall -mounted controls that allow the lighting to be manually turned on and off. . Controls Permitted. An energy management control system (EMCS) may be used to comply with dimming, occupancy, and control § 150.0(k)2D: requirements if it provides the functionality of the specified control per §1 10.9 and the physical controls specified in §1 50,0(k)2A, Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function installed to comply with §150.0(k)2. Automatic Shutoff Controls, In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire § . 150.0(k)2E: must be controlled by an occupancy or vacancy sensor providing automatic -off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. . Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, bedrooms) must have readily accessible wall -mounted dimming controls that allow the lighting to be manually adjusted up and down, except lighting integral to kitchen range hoods and bathroom exhaust fans, navigation lighting less than 5 watts, lighting internal to drawers, cabinetry with opaque fronts or doors and § 150.0(k)2F: controlled by automatic -off controls, luminaires in a circuit with controlled lighting power less than 20 watts or controlled by an occupancy or vacancy sensor. Forward phase cut dimmers controlling LED light sources in these spaces must comply with NEMA SSL 7A. Lighting integrated with eiling fan may be controlled via a remote control. § 150.0(k)2G: Independent Controls. Lighting integral to exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling -in stalled lighting. Residential Outdoor Lighting. Outdoor lighting permanently mounted to a single-family residential building or other buildings on the same lot must meet luminaire efficacy requirements of §150.0(k)IA, have a manual onloff switch and either a photocell and motion § 150.0(k)3: sensor, a photocell and automatic time switch, or an astronomical time clock. Controls that override to ON are not allowed, unless that override automatically returns the automatic control to its normal operation within 6 hours. An EMCS or other controls that provides the I specified control funGtionali!y may be used but must meet all applicable requirements. § 150.0(k)4: Internally Illuminated Address Signs must either comply with §140.8 or consume no more than 5 watts of power. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the amlicable reauirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140,6, and 141.0. Buildino Envelone: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0,3 CFM per square foot or § 110.6(@)I: less when tested per NFRC-400, ASTM E283, or AAMAIWDMAICSA 101 /I.S.2/A440-201 1. * . - LI-factor, Solar heat gain coefficient, Visible transmittance. The fenestration product and exterior door's J-factor and solar heat §1 10.6(a)2-4: gain coefficient (SHGC) shall be rated in accordance with NFRC 100 and NFRC 200, or use the applicable defaults in Table 110.6-A and TABLE 110.6-B. The visible transmittance (VT) shall be rated in accordance with NFRC 200 or ASTM E972, for tubular da Ii htin devices VT shall be rated using NFRC 203. * § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meetingthe requirementsof §10-111(a). Field -fabricated Exterior Doors and Fenestration products must use LI-factors from I able 110.6-A and solar heat gain coefficient (SHGC) § 110.6(b): . valuesfrorn Table 110.6-B, Must becaulked and/or weather-stripped. * Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be § 110.7: caulked, gasketed, or weather-stripped, § 110.8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slabfloors mustbe insulated perthe requirementsof §110.8(g)� Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing § 1 1 0.8(i): material must meet the requirements of § 1 1 0.8(i) and be labeled per §1 0-1 13 when the installation of a cool roof is specified on the CF1 R. § 110.80): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs, Roof Deck, Ceiling, and Rafter Roof Insulation. Roof decks in newly constructed attics above conditioned space in climate zones 4 and 8-16 area -weighted average Ll-factor not exceeding U-0.1 84, Ceiling and rafter roofs minimum R-22 insulation in wood -frame ceiling; or § 150.0(a): area -weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-1 9 or area -weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling that is sealed to limit infiltration and exfiltration as specified in §1 10.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall * ceiling. § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturers required density for the labeled R-value. Wall Insulation. Minimum R-15 insulation in 2A inch wood framing wall or have a LI-factor of 0,095 or less, or R-21 in 2x6 inch wood § 150.0(c): framing or have a LI-factor of 0.069 or less, Opaque non -framed assemblies must have an overall assembly Ll-factor not exceeding 0.102, Masonrywalls must meet Tables 150.1-A. * § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in wood framed raised -floor or 0.037 maximum U-factor. * - . Slab Edge Insulation. Slab edge insulation must meet the following: water absorption rate no greater than 0.3 percent for insulation material § 150.0(f): alonewithout facings; water vapor permeance no greaterthan 2.0 perm per inch; protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of §1 10.8(g), Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class 11 § 150.0(9)1: vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to §150.0(d). Vapor Retarder. In climate zones 14 and 16, a Class I or Class If vapor retarder must be installed on the conditioned space side of all § 150.0(g)2: insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation, - I Fenestration Products. Fenestration, including skylights, separating conditioned space trorn unconditioned space or outdoors must have § 150.0(q): � a maximum area -weighted average I Lfactor of 0,40. Solar Readiness: . Single-family Residences. Single-family residences located in subdivisions with 1 0 or more single-family residences and where the § 110.10(a)l: application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of §1 10.10(b)-(e). ,-- . - Minimum Solar Zone Area. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements per Title 24, Part 9, or other parts of Title 24, or any requirements adopted by a local jurisdiction. The solar zone must be located on the roof or §1 10. 10(b)IA: overhang of the building and have a total area no less than 250 square feet. The solar zone total area must be comprised of areas with no dimension less than 5 feet and no less than 80 square feet each for buildings with roof areas up to 10,000 square feet-, or no less than 160 square feet each.for buildings with roof areas greater than 1 0,000 square feet. . § 1 1 0. 1 0(b)2: Azimuth- All sections of the solar zone located on steep -sloped roofs must have an azimuth between 90-300' of true north. Shading. No obstructions in solar zone, including but not limited to: vents, chimneys, architectural features, and roof * § 1 1 0. 1 0(b)3A: mounted equipment. - Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 1 1 0. 1 0(b)3B: horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. * Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for § 1 1 0. 1 0(b)4: roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a § 110.10(c): . pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service: and for single-family residences and central water -heating systems, a pathway reserved for routing plumbing from the solar zone to the water -heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from §1 10,1 0(b)-(c) must be provided to the occupant. § 110.10(e)l: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole § 1 1 0. 1 O(e)2: circuit breaker for a future solar electric installation. The reserved space must be permanently marked as "For Future Solar Electric." Fireolace§. Decorative Gas Anoliances. and Gas Lou: § 110.5(e): Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(p)l: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion I take. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at!eas�,t six square R-cFes -in area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device. § 150.0(e)3: -, Flue Damper. Masonry orfactory-built fireplaces must have a fluedamperwith a readily accessible control. * *Exceptions may apply. .._______1.1 -.-----. -1 - __ - I I I . §10-111 Labeling Requirements: All fenestration shall comply with this section when implementing temporary and permanent labeling using National Fenestration Rating Council (NIFIRC) certification requirements showing the ILI-factors, Solar Heat Gain Coefficients (SHISC), Visible Transmittanqe (VT) and Air Leakage for fenestration products under Section 1 1 0.6(a) of part 6. STATEMENT OF CONFORMANCE These . Calculations contain all the building features and performance specifications required for compliance by the California Code of Regulations Title 24, Part 1, Administrative Requirements; Part 6, Building Energy Efficiency Standards; and portions of Title 20, Appliance Efficiency Standards. When these features are incorporated into the architectural plans the design will be in compliance with the 2025 Energy Efficiency Standards as they apply in the specified Climate Zone for residential buildings using a California Energy Commission approved compliance method. r_ r- . ____7 .- Prepared By: ,'�a�, 2?`1 11 - ,z� '_______ Rick Maurer M-90-40031 11 I I r- r- 17___� � L---=-- C,ABEC California Association of Building Energy Consultants U014 A 9 I 9 14 NJ4 il, 1:4 i&W0 F-A WMI -1 -----I- �'] .4" a) 2 U) (n E (n < 8'T 0 U_ (D - 0 a) 0 C6 cm 4- C C2 Lo M 4� r- 6- U) N 0 L: 0) C 0 .- 0 a) 0 CD 4- 0 0) 11- N (1) N 4- " 0) (1) 4- a) W < .0 U) (.) 0 U) U) 0 C6 = Of .- C ) :� < 06 2 04 � "t ,;:r C :3 C) M C,4 C/) L: 4) C �: 0 :L- C C.0 ::) , p 0) (L) r1- C: (1) C"', . L_ 0) = 4- (1) W < �: U) C) ou) 0 - 2:, W 0a 2� < (n (13 (1) 1qT 4- (L) ".T C 0 C:) Co < N 0 1W Q (1) .F 16- a. 0) dI'D 00 Z N C)) . �q < C-4 U UJ 6 _J 0) II.- C- � ro I.,. L_ , 0 * - - r- �� -�6 0 L_ Lr) ;;; i- T_ I _q E .11111 = T--i 0 -I- Q) N 1: "' (-, I-0 ,--, L_ -0 ,;I- _* ro ,-4 ro (n N U ,_� 0 �� uj (f) ili @) �� ":�- C -,�- = t- 0 N ,;�I Lr) -C I N CL l- __ Date 2 / 17- /?-(o Drawn R.A.M. Job # Sheet T-24.1 2026 Energy Standards Cy E me. I ii1R;I Me VIS CY I CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage Calculation Date/Time: 2026-03-12T14:55:13-07:00 Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x CFIR-PRF-01-E (Page 1 of 11) GENERAL INFORMATION 01 Project Name Curt & Jill Scheetz New Acce�soryDwelling Unft Behind Garage 02 Run Title Title 24 Analysis ty r 03 Project Location revi I'll 2044 N Ross Street;, l! 04 City SantaAnaS ��aa ^' - ,OS ,`Standards Version 2025 06 Zip code 92706 L;` ..,,�'`' 07f-`:. - Software Version EnergyPro 10.0 08 Climate Zone 8 ash"',. ,� g: 09 a ' Frontprientation (deg/ Cardinal) 90 10 Building Type Single fami( F, y_ ` �' 2 sly11 Illll 1111 Number of Dwelling Units 1 12 Project Scope Newly eorisirttetetlAddition ll,1 s i3 �. Number of Bedrooms 4 14 Addition Cond. Floor Area (ftz) 307 , �_ " , 15 �: xl Number of Stories 1 16 Existing Cond. Floor Area (ftz) 2687] 11 ; Fenestration Average U-factor 0.29 18 Total' Cond. Floor Area (ftz) 2994 , ? s a � I9 Glazing Percentage (%) 15.83% 20 ADU Bedroom Count 1 L _ ,. 21 ° ADU Conditioned Floor Area 307 22 Fuel Type Natural gasr 23.;- fi i t =''.No Dwelling Unit: No ADDITION ALONE - Project Analysis Parameters ,gyp ,,i 01 02 - 03 `'04 OS 06 ,�� Existing Area (excl. new addition) Addition Area (exr exi5tirig). - a ` I total Area (ft2} ': " , Dusting Bedrooms:- - .. .Addition Bedrooms Total Bedrooms (h2 (ft2a..< , � I T: r - , �- , 2687 3D7 a `e e w 2994 €. [ = 3 '-` 1 4 ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT°ANALYSIS PARAMETERS " 01 02 03 04 OS 06 07 08 Zone Name Existingexcl. Area ( z new addition) (ft) ADU Area (excl. (z existing) (ft ) Total Area (ftz) Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached ADU 2687 307 2994 3 1 4 Attached CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage Calculation Date/Time: 2026-03-12T14:SS:13-07:00 (Page 2 of 11) Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x COMPLIANCE RESULTS Building Complies with Computer Performance This buildingincorporates features that require field testing and/or verification by a certified ECC rater under the supervision of a CEC-approved ECC provider. P q This building incorporates one or more Special Features shown below` .REQUIRED SPECIAL FEATURES ,The following are features that must be installed as condition for meeting the modeled energy performance, for tfils''computeranalysis. Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater, specific brand/model; or,equivalent, must be installed One or more heat pump water heaters have been modeled as demand response compatible ECC FEATURE SUMMARY a summary led energy performance for this computer The followingis of the features that must be field-verified6y a certified ECCRater as a condition for meeting the mode ' analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3RI'lls are irequired to be completed in the ECC R,4istry ',, ..a Indoor air quality ventilation - Kitchen range hood - ,11 Verified HSPF2 Verified heat pump rated heating capacity Pipe Insulation, All Lines 1 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage Calculation Date/Time: 2026-03-12T14:55:13-07:00 (Page 3 of 11) Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x Compliance Summary t n ` n r system. LSCis nota redictedaitilt bill. - - n valuecosttoC ,,, lase a tY Long-term System Cost (lSC) is a 30 year present gY Y p ,:.t �...�. z energy efficient im improvements suot as better buildin ,e15Valb a and moire effie%, G tnechantcale,quiptnent Efficiency measures include a gy p g , P n �„ fi,, 3 r hotovoltalc: PV. measures and batter` stora e measures ,. Total includes the sum of efficiency measures, cola p (_.) !'ys - a c ' Building complies when Proposed Design is equal to or less than Standard Design m allappiic�bte compliance caegones c: j(`_ **Peak cooling target represents 120% of the standard design building peak cooling energy use - „c z ,I,u. s. Standard Design PV Capacity: 0.00 kWdc " , „".r:-- 1,1, sty ; aT14 a CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage Calculation Date/Time: 2026-03-12T14:55:13-07:00 (Page 4 of 11) Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x LSC AND SOURCE ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS Compliance Compliance Standard Design Source Standard DesignlS z {$jJ � proposed Design Source Proposed Design LSCS ($/ftz Margin Source g Margin LSCS B Energy Use Energy (kBtu/ftz -yr) t yr) p, Erfergy (kBtu/ft -yr) -yr) z (kBtu/ft -yr) z ($/ft -yr) Space Heating 0 a 1 68 k ;0 2.07 0 -0.39 y:; Space Cooling 0 , r'7,�5 , i . ,; 0 7.72 0 -0.14 11�1 IAQVentilation 0 i-r i �a 163 '0 , 1.63 0 0 Water Heating 0 , 3 ,I 0 10.48 0 2.84 Self Utilization Flexibili / tY na / W, ••T';;n a [ z / n / a 0 i Cred t r # v, fis�. Efficiency Compliance c Co cY P a d 24 21 s 0 21.9 0 2.31 1 Total Photovoltaics And n/a W. ,n/a 0 n/a 0 Battery Flexibility n/a n/a n(a-, n/a n/a n/a Indoor Lighting 0 E 42 0 2.42 n/a 0 r Appl. & Cooking 0 �` 29R1 ae 0, 29.66 n/a 0.05 Plug Loads 0 s.. � ^. ^•'Z9.92 , 0 _ 29.92 n/a 0 Outdoor Lighting 0 4.01 0 4.01 n/a 0 TOTAL COMPLIANCE 0 90.27 0 87.91 2.36 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage Calculation Date/Time: 2026-03-12T14:55:13-07:00 (Page 5 of 11) Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x ENERGY USE INTENSITY Standard Design (kBtu/ftz - yr ) Proposed Design (kBtu/ftz -yr ) Margin (kBtu/ftz -yr ) Margin Percentage Gross EUI1 50.02 48.93 1.09 2.18 Net EU12 50.02 - 48.93 1.09 2.18 Notes - - 1. Gross EUI is Energy Use Total (not including PV) / Total Bwldin; Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. - ZONE INFORMATION OS 02 03 - 04 OS' ., .11 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ftz) ! Avg. Ceiling Helght Water Heating System 1 Status ADU Conditioned _}IVACl 307 - ,' 8- DHW Sys 1 New OPAQUE SURFACES SUMMARY -1, I - OS 02 03 104 05 06 -. 07,- .,P(deg) 09 30 Zone Construction Azimuth Orientation : GrossArea (ftz).., Window/ apd-DoorWall Area,M2) ,Front p ions Exce bName Status 2x6 Wall ADU R 21 Wall, = : 90 - Front 16 ••0none New Left 2x6 Wall ADU R-21 Wall ,.180 Left 104 • ; . none New Back 2x6 Wall ADU R 21 Wall :- 270. Back 200. -' 39.4 90 none New Right 2x6 Wall ADU R-21 Wall 0 Right 104 9.2- 90 none New Front Garage Wall ADU»_Garage_ R-15 Wall House/Garage n/a n/a 184 0 n/a New Garage Ceiling _Garage_ R-0 Garage Ceiling n/a n/a 61S n/a n/a New FG Wall Garage_ I R-0 Wall 90 Front 240 126 90 none New LG Wall Garage_ R-0 Wall 180 Left 160 0 90 none New BG Wall Garage_ R-0 Wall 270 Back 56 0 90 none New RG Wall Garage_ R-0 Wall 0 Right 160 0 90 none New CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage - Calculation Date/Time: 2026-03-12T14:SS:13-07:00 (Page 6 of 11) Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x OPAQUE SURFACES - CATHEDRAL CEILINGS Ol 02 03 040S 0� 07 OS 09 30 a .,0. CRRC Rated Roof CRRC Rated Roof Name Zone Construction Azimuth . Orientation f. Area (ftz) Sk'yllght Area (ftz) Roof Rise x ( in 12) Emittance Reflectance Left Vaulted Roof ADU R-22 Roof Vault `L80' s ,-� Left ; y„�., 3 :s.11 ,' 0 6 0.1 0.85 RightVaultedIted ADU R-22 Roof Vault - 0 Right �� r . a , 0 6 0.1 0.85 Back Flat Roof I ADU I R-30 Flat Roof ?70 :.Ba'ck t a �• 23.7 0 ' 0.5 0.1 0.85 Arnc G111 OS 02 0311 0411 I - OS 06 07 08a CRRC Rated Rood CRRC,Rated Roof Above Roof Deck Air Name Construction Type ; Roof-Rtse (x1n 12)r f,+ tanrk Eikiittance Radiant Barrier Gap Attic Garage_ Attic Garage Roof Cons Ventilated, 6 O.S% : 0.85 No Yes 11 . FENESTRATION/GLAZING 11 , '. � , ... o�,�,;:',,:�'� � "I 11: ,` - I 1,1,l��' � , � , -' , 14-1111 I 01 02 03 • 04-i 05 ' �;_"'06 1 - 07 OS 09 10 '.. Name Type Surface Orientation , Azimutbx" ell,:,Molt :` . Area (ftz) U-factor SHGC Rating Source Back Openable Window Back 2x6 Wall Back 27D - 1 � 6 0.29 0.25 NFRC d Back Hinged g Window k2 Bac x Wall - 6 a Ilac k �� 2 70 •I 1� -. �- " "'` - - - • 33. 4 0.29 0.5 2 R NFRC Gfass Door �-" '" -' Right Openable Window Right 2x6 Wall Fright 0 11, 1 9.2 - 0.29 0.25 NFRC Total North Facing Fenestration 9.2 Total East Facing Fenestration 0 Total South Facing Fenestration 0 Total West Facing Fenestration 39.4 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage Calculation Date/Time: 2026-03-12T14:55:13-07:00 (Page 7 of 11) Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x OPAQUE DOORS Ol 02 ,. ;",' 03 .:�;;;r' 04 OS Name Side of Building ,,.a „• Area (ft2) U-factor NFRC Rating Req. Car Door FG Wall 'h 225 I 0.5 No SLAB FLOORS , , 01 02 03 ;; 04" �; .; OS 06 07 Name Zone Area{ftz) Perimeter (ft) Edge Insul. R-value Edge Insul. Depth Heated Slab -on -Grade ADU : 30711 • 53 -none 0 No Garage Slab Garage_ 65 r ; 77%, none 0 No OPAQUE SURFACE CONSTRUCTIONS i O1 02 03' 04 05 06 07 0 8 09 Interior / Exterior Non-Std Name ConstructionYp T Surface a n r Co st ucGon,. a-.' 1yP Framl n , - - g Total Cavity'- 14-value Continuous U-factor Assembly Layers Y Y Spray P V '.' R-value Foam F 11 Inside Finish: w , Gypsum Board R-0 Wall Exterior Walls ` `' Wood Framed• Wall „ - 2x4 @,i6 in Q: C.' R-0 - None /None 0.361 Cavity/Frame: no insul. / 2x4 ❑ �`° 4 r'r .. II Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board Cavity / Frame: R-21None El R-21 Wall Exterior Walls Wood Fronted Wall 2x6 @ 16 in. 0. C. R-21 None / 0.069 / 2x6 Exterior Finish: 3 Coat Stucco CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage Calculation Date/Time: 2026-03-12T14:55:13-07:00 (Page 8 of 11) Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 OS 06 07 08 09 ' Interior / Exterior Non-Std Construction Name Surface Type Construction Type Framing Total Cavity R-value. . R-value Foam Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood 11 - Siding/sheathing/dec R-22 Roof Vault Cathedral Ceilings Wood Framed Ceiling. 2x8 @ 16 in. O. C R 22 � "None / None 0.048 king El Cavity / Frame: R-22 / 2x8 Inside Finish: Gypsum Board Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/dec R-30 Flat Roof Cathedral Ceilings Wood Framed Ceiling , ,2x8 @ 16 ih O. C.- - R 30 ; , :. .' gone / None 0.039 king El Cavity / Frame: R-30 / 2x8 Inside Finish: • Gypsum Board - I' ,: -. - Inside Finish: -.. .' Gypsum Board R-15 Wall House/Garage Interior Walls Wood FraniedWall .` 2x4 @ 16.m. O. C.. •IR 15 r No/None 0.086 Cavity /Frame: R-15 2x4 El/ Other Side Finish: Gypsum Board Roofing: 10 PSF (RoofTileAirGap) Tile Gap: present Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. 0. C. R-0 None / 0 0.4 Roof Deck: Wood Siding/sheathing/dec ❑ king Cavity / Frame: no insul. / 2x4 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage Calculation Date/Time: 2026-03-12T14:S5:13-07:00 (Page 9 of 11) Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 OS 06 07 08 09 s' a Interior /Exterior Non-Std Construction Name Surface Type Construction Type Framng , Toial,Cavity F:-value i Continuous U-factor Assembly Layers Spray ,• R-value Foam ' , - ,.-, Cavity /Frame: no R-0 Garage Ceiling Ceilings (below attic) ` Wood Framed Ceiling t.� ,. 2x4 @ 241n O Cq;; r T, R 0' None / None 0.481 insul. / 2x4 Inside Finish: ❑ yX v Gypsum Board WATER HEATING SYSTEMS , :p, 01 02 03 04 " OSa „ r, ,'; Ofi` "' 07 08 09 Name System Type Distribution Type Water Heater Name IN ber of Units Solarffeatings' t System 1. Compact Distribution ECC Verification Water Heater Name (#) DHW Sys 1 Domestic Hot HERS Verified Pipe DHW Heater i 1 :: : n/a None DHW Sys 1-hers-dhw DHW Heater 1 (1) Water (DHW) Insulation creditF. -11 WATER HEATERS - HEAT PUMP 01 02 03 04'..- OS ."'O6 ,-�-„ 07� 08 09 10 Name # of Units Tank Vol. (gal) :NEEII A Heat.Pump NEEA'Heat Pump , , Tank Location Duct Inlet Air :• Duct Outlet Air UEF IA13 Com Kant P Brand Modelas Sour"ce Source PROP,H40 72 y 11 " DHW Neater 1 1 40 RheemRH4D0=30°(46 -�'�G�aXage ,� Garage _Garage_ n/a gal) CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage Calculation Date/Time: 2026-03-12T14:5S:13-07:00 (Page 10 of 11) Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x HVAC - HEAT PUMPS 01 02 03 04 OS 06 06br; ,07 08 09 1011 - 11 12 13 -:' Heating" - Cooling Fan Power Name System Y Number of Airflow Target g Watts CFM ( / Variable Speed Heating PF HSPF2 HS / ' Cooling - SEER/SEER2 EERJEER2/C Type Units Efficiency ' Cap47,',,: Cap:17 Backup' Efficiency_ EER I TypeIV /COP Type Heat Pump Ductless 1 HSPF2 81;; '22000 " 13000' Electric EER2/SEER2 14 SO 0 0 ❑ System 1 mini Spli[ HP1. INDOOR AIR QUALITY (IAQ) FANS 01 02 03 '1 04 05 - 06 07 08 Includes Heat/Energy IAQ Recovery Includes Fault Status Dwelling Unit g M Airflow (CFM) ( )-. Fan Efficacy W :CFM cY ( % ) F nT - :lA a e..• Q YP Recovery? `Rev e Y - RE Effectiveness ASRE E ect Display? Indicator Dis P Y 1% , SFam ADU 2 a 0.35 .'- � . a st Ex u h o N n a n a / / / No IA VentR t HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Scheetzl - New Accessory Dwelling Unit Behind Garage Date 3/12/2026 System Name Flo re HVAC ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 194 COOLING PI AK__ COIL HTG. PEAK Heating System Sensible Latent CFM Sensible output per Sstem 22,000 4.183 205 145 4.220 Total Output Btuh 22,000 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts Output(Btu h/s ft 71.7 0 0 Cooling System 0 Output per System 22,000 0 Total Output Btuh 22,000 o Date Total Output (Tons) 1.8 D Total Output Btuhfs ft 71.7 TOTAL SYSTEM LOAD 1 205 Total Output s f iron 167.5 1 4,183 4,220 Air System CFM per System 800 HVAC EQUIPMENT SELECTION Airflow cfm 800 HVAC Equipment Selection & Sizing by Others HIP 15,330 5,143 16,436 Airflow cfmis ft 2.61 Airflow cfmfTon) 436.4 Outside Air (%) 0.0% Total Adjusted System Output 15,330 (Adjusted for Peak Design conditions) 5,143 16,436 Outside Air cf-l-ft 0.00 TIME OF SYSTEM PEAK I Aug 3 PM Jan 1 AM Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak 33 IF 68 IF 68 IF 95 OF -, ®x�.« M Outside Air ......�1. 0 cfm Supply Fan Heating Coil 95 IF 800 cfm ROOM 68 IF 68 IF [-In -7.� V--. - I COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 91 / 70 IF 75161 OF 75 / 61 °F 55 / 54 °F 67, Outside Air 0 cfm Supply Fan Cooling Coil 55154 IF 800 cfm R _ 45s/ .ROOM 75 / 61 °F 75 / 61 OF I I i n4 ** SUMMARY SHEET ** ppr ERMI- ): Proiect• Curt & Jill Scheetz -- Santa Ana CA Zone: 8 Accessory Dwelling Unit Behind Garage Wall Insulation: R-15 in 2x4 House/Garage Wall R-21 in Typical 2x6 Exterior Walls Ceiling Insulation: R-22 in True Vaulted Rafter/Ceiling Joists R-30 Typical @ Flat Roof (Non -Ventilated Rafters Must Comply with Section R806.5) Radiant Foil Barrier: Not Required Cool Roof (CRRC): Not Required Raised Floor Insulation: N/A Solar PV: N/A Minimum FAU Efficiency: 8.1 HSPF2 Heat/Pump to be Rater Verified Minimum Heating Capacity: 4,220 BTUH Minimum A/C SEER: 14.0 SEER2110.0 EER2 for Ductless Mini -Split to be Rater Verified A/C Tonnage: A/C Sized By Mechanical Contractor Duct Insulation: N/A - Ductless Mini -Split - Tank Water Heater Tier 4 30 Heat/Pump 40 Gallon Ta a PH4 T2RH400 ( ) Water Heater UEF: Rheem PRO 0 p Pipe Insulation: Required on all hot water lines with a minimum of 1 inch insulation per Section 150.06)2. (ECC Verification Required) Glazing: All windows and glass doors will have a weighted average NFRC U-factor of .29 or less and a weighted average SHGC of .25 or less with Low-E glass. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Curt & Jill Scheetz. - New Accessory Dwelling Unit Behind Garage Calculation Date/Time: 2026-03-12T14:55:13-07:00 (Page 11 of 11) Calculation Description: Title 24 Analysis Input File Name: Scheetzl.ribd25x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: I ature: Dom "cation Author 'gn11 Rick Maurer Company: ignatureDate I 11 Rick Maurer Title 24, Inc. 03/12/2026 g 'a Address: CEA/AEA/ECC Cerpfitahon idp}titifie5tfon (if applicable): 11 7544 E. Saddlehill Trail RCN10120 ., �. ' City/State/Zip: Phone:. Orange, CA 92869 714-771 1507 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: - /r , `. i Certificate of Compliance rstrue and correct. - I K 1. The information provided on this C P m liance (responsible designer). '"fled on this Certificate of Co ( p st,, desi n's P for buildin desa rror m tY fo sy g ! Codeao g g accept responsibility .. i d Professions a 3 of the Business an P P 2. I am eligible under Division.., i to of Compliance conform to the " d on this Certificate h dd "d"ev n •ste "desi nidentifie P The energy features and performance specifications, materials, components, manufactured devices fort ¢ bu in�_u11 g orSV hl g 3, gY requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. , n q S f r I n� 'wile P sis a th #n o mat rA PP documents, worksheets compliance dow , 4. The building design features or system design features identified on this Certificate of Compliance are con t¢nt W th ¢ p ' don other applicable , calculations, plans and specifications submitted to the enforcement agencyfor approval with this bukling permtt application, "' ' be made available to the enforcement agency for all r . 1 fgf.tlte buildin and shall S. I understand that a registered copy of this Certificate of Compliance shall be made available with the bwlding pe tn7t{s} si ¢d g , a applicable inspections.I will take the necessary steps to fulfill this requirement. .t the docutn ntat o kPFlderprpv(des to the building owner at occupancy. I will take the necessary steps to 6. I understand that a registered copy of this Certificate of Compliance is required to be included with ,#I"i, Iulfill this requirement. . Responsible Designer Name: .` Responsible Designer-Srgnatures xr , / Carol Tink Fox CGWClt/ TC Ak �� , Date Signed , ` StratosForm ,,,,',,Company: 03/12/2026 Address: - License: 275 South Glassell Street City/State/Zip: Phone: Orange, CA 92866 (714) 628-0777 2 (o Cn CO � Q) U-; sue.. to Q UL- V 0 Cn 03 Ln M L n N (O 4) CT Id/ .y 0) 4.1 O 1 L- +M a)0Q 0 (nU 0 0 (tf W C: � Z Q � N C = O C6 UC,4(O C , O O a) N O 3:0U 0 V) ?_ cl� C: fn Z Q a) 't � U CD M QC,4Cn 0 4) O L a 0) 6 00 Z N 0) Q N U W Qi J 0) t- 1"" (Q L- O * 66 - IM N 0 I'- .-1 t'-I r, U ; -QJ L i ,-� L- V (a T--i fu `i Q v Lij Q) _ I;*-0 ^�t V r- a F- Date 3 / 11 / Z (a Drawn R.A.M. Job # 1 1 4 ECC Provider: CHEERS - Registration Date/Time: 03/ 2(2026 5.0 4 -P 1 74585A-000-000-0000000 0000 Registration Number. 26 0 00 %r g g NOTICE: This document has been generated et tress If t Home Energy ENTlened Rating Services (CHEERS) using information uploaded by third parties not aNrhated with or rented to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2025 Single -Family Compliance Report Version: 2025.0.000 Report Generated: 2026-03.12 14:55:31 Schema Version: rev 20250101 Registration Number: 426-PO10074585A-000-000-0000000-0000 Registration Date/Time: 03/12/2026 15:04 ECC Provider: CHEERS affiliated with or related to CHEERS. Therefore CHEERS is not responsible for, NOTICE: This document has beengenerated co et California Home Energy Efficienry in Rating Services (CHEERS) using information uploaded by third Parties not P and cannot guarantee, Me accuracor completeness of the information rontained in this document. CA Building Energy Efficiency Standards - 2025 Single -Family Compliance Report Version: 2025.0.000 Report Generated: 2026-03-12 14:55:31 Schema Version: rev 20250101 Registration Number: 426-PO10074585A-000-000-0000000-0000 Registration Date/Time: 03/12/2026 15 04 ECC Provider: CHEERS CHEERS is not responsible for with r related to CHEERS. Therefore p , r �e not af filiated rt o , third a r s information uploaded b V Cali/oIf Home Energy Efficiency Rating Services (CHEERS) using p Y NOTICE: This document has been generated et 9Y Y , 9 and cannot guarantee, the accuracy or completeness o/ Me in contained rn this document. CA Building Energy Efficiency Standards - 202S Single -Family Compliance Report Version: 2025.0.000 Report Generated: 2026-03-12 14:55:31 Schema Version: rev 20250101 Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content If this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 426-P010074585A-000-000-0000000-0000 Registration Date/Time: 03/12/2026 15:04 ECC Provider: 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. CA Building Energy Efficiency Standards - 2025 Single -Family Compliance Report Version: 2025.0.000 Report Generated: 2026-03-12 14:55:31 Schema Version: rev 20250101 Sheet T-24.2 2025 Energy Standards CITY OF SANTA ANA Planning RESIDENTIAL REQUIREMENTS AND MANDATORY MEASURES CHAPTER 3: NEW RESIDENTIAL, and ADDITIONS AND ALTERATIONS A. Per CGBC 301.1, The following projects shall comply with the provisions of individual sections of CGBC Chapter 4: 1) Newly constructed residential buildings; 2) Additions or alterations of an existing residence where the addition or alteration increases the building's conditioned area, volume or size; CGBC requirements shall apply ONLY to and/or within the specific area of addition or alteration. B. Non -compliant Plumbing Fixtures: Per CGBC 301.1, on and after January 1, 2014, residential buildings undergoing permitted alterations, additions or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures; such replacement is required PRIOR to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. Civil Code 1101.1, and 1101.3 defines a non -compliant plumbing fixture as ANY of the following: P P 9 9 1) Any toilet manufactured to use more than 1.6 gallons per flush; 2) Any urinal manufactured to use more than 1.0 gallons per flush; 3) Any showerhead manufactured to have a flow capacity of more than 2.5 gallons of water per minute; 4) Any interior faucet that emits more than 2.2 gallons of water per minute. CHAPTER 4: RESIDENTIAL MANDATORY MEASURES DIVISION 4.1: PLANNING AND DESIGN A. Storm Water Drainage & Retention During Construction (CGBC 4.106.2): Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. The General Contractor shall implement one or more of the following measures to prevent flooding of adjacent property, prevent erosion and retain soil run-off on the site. 1) Retention basins of sufficient size shall be utilized to retain storm water on the site; 2) Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency; 3) Compliance with a lawfully enacted storm water management ordinance. B. Gradingand Paving CGBC 4.106.3 : Construction plans shall indicate how the site 9( ) grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1) Swales; 2) Water collection and disposal systems; 3) French drains; 4) Water retention gardens; 5) Other water measures which keep surface water away from buildings and aid in groundwater recharge. EXCEPTION: Additions and alterations not altering the drainage path. C. Electric Vehicle (EV) Charging for New one- and two-family Dwellings (CGBC 4.106.4): New construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. EXCEPTION: Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. (CGBC 4.106.4.1). For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240 volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and spaces(s) reserved to permit installation of a branch circuit over - current protective device. (CGBC 4.106.4.1.1) Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". DIVISION 4.3: WATER EFFICIENCY and CONSERVATION INDOOR WATER USE (CGBC 4.303) A. Water Conserving plumbin Fixtures and Fittings (CGBC 4.303.1): Plumbing fixtures (water closets and urinals and fittings (faucets and showerheads) shall comply with the following: Water Closets (CGBC 4.303.1.1): The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. NOTE: the effective volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. Urinals CGBC 4.303.1.2 : The effective Flush Volume of wall -mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. Single Showerheads (CGBC 4.303.1.3.1): shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specifications for Showerheads. Multiple Showerheads (CGBC 4.303.1.3.2): When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. NOTE: A hand-held shower shall be considered a showerhead. Residential Lavatory Faucets (CGBC 4.303.1.4.1): The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. Lavatory Faucets in Common and Public Use Areas (CGBC4.303.1.4.2): The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons at 60 psi. Metering Faucets (CGBC 4.303.1.4.3: When installed in residential buildings shall not deliver more than 0.20 gallons per cycle. Kitchen Faucets (CGBC 4.303.1.4.4): The maximum flow rate of kitchen faucets shall note exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase flow above the maximum rate, but shall not exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. NOTE: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. B. Standards for Plumbing Fixtures and Fittings (CGBC 4.303.3): Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code ("CPC"), and shall meet applicable standards referenced in Table 1701.1 of the CPC. OUTDOOR WATER USE (CGBC 4.304) A. Outdoor Potable Water Use in Landscape areas (CGBC 4.304.1): New residential shall comply with a local water efficient landscape ordinance OR the current California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO), which is more stringent. 1) The MWELO is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at https: //www.water.ca.gov. WR DIVISION 4.4: MATERIAL CONSERVATION and RESOURCE EFFICIENCY A. Rodent Proofing (CGBC 4.406.1): Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the of rodents b closing such openings with cement mortar, concrete masonry, or passage Y 9� Y� a similar method acceptable to the enforcing agency. CONSTRUCTION WASTE REDUCTION, DISPOSAL and RECYCLING B. Construction Waste Management (CGBC 4.408.1): A minimum of 65-percent of non- hazardous construction and demolition waste shall be recycled or salvaged for reuse in accordance with either Section 4.408.2, 4.408.3, or 4.408.4. Where a local construction and demolition waste management ordinance is more stringent than CGBC requirements, the local ordinance shall govern. EXCEPTIONS: 1) Excavated soil and land -clearing debris; 2) Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite; 3) The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. C. Construction Waste Management Plan (CGBC 4.408.2): The General Contractor shall prepare and submit a Construction Waste Management Plan (CWMP") in conformance with Items 1 through 5, below. The CWMP shall be updated as necessary and shall be available during construction for examination by the enforcing agency. Where a local construction and demolition waste management ordinance is more stringent than CGBC requirements, the local ordinance shall govern. The Construction Waste Management Plan (CWMP") shall: 1) Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use and sale; 2) Specify if construction and demolition waste materials will be sorted on -site (source -separated) or bulk mixed in a single stream; 3) Identify diversion facilities where construction and demolition waste materials will be taken; 4) Identify construction methods employed to reduce the amount of construction and demolition waste generated; 5) Specify the amount of construction and demolition waste materials diverted shall be calculated by weight or volume. Calculating by both methods is NOT required. Waste Management Company CGBC 4.408.3 : The General Contractor shall utilize ONLY 9 P Y ( ) waste management companies, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Waste Stream Reduction Alternative (CGBC 4.408.4): Projects that generate a total combined WEIGHT of construction and demolition waste disposed on in landfills, which does NOT exceed 3.4 pounds per square foot of building area (3.4 Ibs/SF) shall meet the minimum 65-percent construction waste reduction requirement in Section 4.408.1. Waste Stream Reduction Alternative (CGBC 4.408.4.1): Projects that generate a total combined WEIGHT of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65-percent construction waste reduction requirement in Section 4.408.1 Documentation of Waste Stream Reduction (CGBC 4.408.5): The General Contractor shall prepare documentation which demonstrates compliance with CGBC Sections 4.408.2, Items 1 through 5, Section 4.408.3 or Section 4.408.4. NOTE: Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at w.w.w.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). D. Operation and Maintenance Manual (CGBC 4.410.1): At the time of final inspection, the General Contractor shall prepare a detailed manual of operations and maintenance instructions as either: a manual, compact disc, web -based reference or other media acceptable to the enforcing agency, which includes all of the following, and shall be placed in the building, with final delivery to the Owner: 1) Directions to the Owner or occupant that the manual shall remain with the building throughout the life cycle of the structure; 2) Operation and maintenance instructions shall be included for the following: A. Equipment and appliances, including water -saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water heating systems, and other major appliances and equipment. B. Roof and yard drainage, including gutters and downspouts. C. Space conditioning systems, including condensers and air filters. D. Landscape and irrigation systems. E. Water reuse systems. 3) Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4) Public transportation and/or carpool options available in the area. 5) Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to main- tain the relative humidity level in that range. 6) Information about water conserving landscape and irrigation design and controllers which conserve water. 7) Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8) Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9) Information about state solar energy and incentive programs available. 10) A copy of all special inspection verifications required by the enforcing agency of this code. 11) Information from the department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12) Information and/or drawings identifying the location of grab bar reinforcement. DIVISION 4.& ENVIRONMENTAL QUALITY A. Fireplaces (CGBC 4.503.1): Any gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with the U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable and shall have a permanent label indicating they are certified to meet emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. B. Covering Duct Openings and Protection of Mechanical Equipment During Construction (CGBC 4.504.1): At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic or sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust, debris, and other contaminants which may enter the system. C. Adhesives, Sealants and Caulks (CGBC 4.504.2.1): Adhesives, sealants, and caulks used on the project shall comply with the following standards unless more stringent local or regional air quality management rules apply. 1) Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, caulks, and certain toxic compounds shall comply with local or regional air pollution control, or air quality management district rules, or SCAQMD Rule 1168 VOC limits, as shown in CGBC Tables 4.504.1 or 4.504.2; 2) Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of CCR, Title 17, commencing with section 94507. TABLE 4.504.1 - ADNESOVE MOO LONOT Notes: 1. 2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS VOC LIMIT Indoor Carpet Adhesives 50 Carpet Pad Adhesives 50 Outdoor Carpet Adhesives 150 Wood Flooring Adhesives 100 Rubber Floor Adhesives 60 Subfloor Adhesives 50 Ceramic Tile Adhesives 65 VCT and Asphalt Tile Adhesives 50 Drywall and Panel Adhesives 50 Cove Base Adhesives 50 Multipurpose Construction Adhesives 70 Structural Glazing Adhesives 100 Single -Ply Roof Membrane Adhesives 250 Other Adhesives NOT Listed 50 SPECIALTY APPLICATIONS PVC Welding 510 CPVC Welding 490 ABS Welding 325 Plastic Cement Welding 250 Adhesive Primer for Plastic 550 Contact Adhesive 80 Special Purpose Contact Adhesive 250 Structural Wood Member Adhesive 140 Top and Trim Adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to Metal 30 Plastic Foams 50 Porous Material (except wood) 50 Wood 30 Fiberglass 80 Note 1: If and adhesive is used to bond dissimilar substrates together the adhesive with the highest VOC content shall be allowed. Note 2: For additional information regarding methods to measure the VOC content specified in this Table, see South Coast Air Quality Management District Rule 1168. TABLE 4.504.2 a SEALANT MOOD LONOT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS VOC LIMIT Architectural 250 Marine Deck 760 Non -Membrane Roof 300 Roadway 250 Single -Ply Membrane 450 Other 420 SEALANT PRIMERS Architectural -- Non-Porous 250 Porous 775 Modified Bituminous 500 Marine Deck 760 Other 1 750 E. F G. H Paint and Coatings (CGBC 4.504.2.2): VOC content limits for paints and architectural coatings shall comply with CGBC Table 4.505.3, unless more stringent local limits apply. Aerosol Paints and Coatings (CGBC 4.504.2.3): Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in sections 94522(a)(2), 94522(e)(1) and (f)(1) of CCR, Title 17 commencing with section 94520. TABLE 4.504.3 - VOC CONTENT LON078 fair Notes: 2. 3 ARC H07EC4URAL COl,170HOS (Less Water and Less Exempt Compounds in Grams per Liter) COATING CATEGORY VOC LIMIT Flat Coatings 50 Non -Flat Coatings 100 Nonflat-High Gloss Coatings 150 SPECIALTY COATINGS Aluminum Roof Coatings 400 Basement Specialty Coatings 400 Bituminous Roof Coatings 50 Bituminous Roof Primers 350 Bond Breakers 350 Concrete Curing Compounds 350 Concrete / Masonry Sealers 100 Driveway Sealers 50 Dry Fog Coatings 150 Faux Finishing Coatings 350 Fire Resistive Coatings 350 Floor Coatings 100 Form -Release Compounds 250 Graphic Arts Coatings (Sign Paints) 500 High Temperature Coatings 420 Industrial Maintenance Coatings 250 Low Solids Coatings Note: 1 120 Magnesite Cement Coatings 450 Mastic Texture Coatings 100 Metallic Pigmented Coatings 500 Multicolor Coatings 250 Pretreatment Wash Primers 420 Primers, Sealers and Undercoaters 100 Reactive Penetrating Sealers 350 Recycled Coatings 250 Roof Coatings 50 Rust Preventative Coatings 250 Shellacs -- Clear 730 Opaque 550 Specialty Primers, Sealers and Undercoaters 100 Stains 250 Stone Consolidants 450 Swimming Pool Coatings 340 Traffic Marking Coatings 100 Tub and Tile Refinish Coatings 420 Waterproofing Membranes 250 Wood Coatings 275 Wood Preservatives 350 Zinc -Rich Primers 340 Note 1: Grams of VOC per liter of coating, INCLUDING water and exempt compounds. Note 2: The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. Note 3: Values in this Table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, Feb 1, 2008. More information is available from the Air Resources Board. Verification (CGBC 4.504.2.4): Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1) Manufacturer's product specification; 2) Field verification of on -site product containers. Carpet System (CGBC 4.504.3): All installed carpet in the building interior shall meet the requirements of: 1) The California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) Carpet Adhesive (CGBC 4.504.3.3): All carpet adhesive shall meet the requirements of CGBC Table 4.504.1. Resilient Flooring Systems (CGBC 4.504.4): At least 80-percent of installed resilient flooring shall meet the requirements of: 1) The California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) Composite Wood Products (CGBC 4.504.5): Hardwood plywood, particleboard and medium density fiberboard composite wood products whether used on the interior or exterior of the building shall meet the requirements for formaldehyde limits in CGBC Table 4.504.5. Documentation of Composite Wood Products (CGBC 4.504.5.1): To demonstrate compliance with Section 4.505.5, provide documentation of at least ONE of the following: 1) Product certifications and specifications; 2) Chain of custody certifications; 3) Product labeled as meeting the Composite Wood Products regulation (CCR, Title 17, Sec 93120) 4) Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association. 5) Other methods acceptable to the enforcing agency. TABLE 4.904.E - COO RNALDEHYDE LONOTS (Maximum Formaldehyde Emissions in Parts per Million) PRODUCT LIMIT Hardwood Plywood Veneer Core 0.05 Hardwood Plywood Composite Core 0.05 Particle Board 0.09 Medium Density Fiberboard 0.11 Thin Medium Density Fiberboard 0.13 Note 1: Values in this Table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as Tested in accordance with ASTM E133. For additional information see California Code of Regulations, Title 17, Sections 93120 through 93120.12. Note 2: Thin medium density fiberboard has maximum thickness of 5/16". J. Concrete Slab Foundation (CGBC4.505.2): Concrete slab foundations required >y CBC Chapter 19, OR concrete slab -on -ground floors required by CRC Chapter 5, lo have a vapor retarder shall include a capillary break compliant with CGBC Section 4. 05.2.1 by at least ONE of the following means: 1) A 4-inch thick base of 1/2 inch or larger clean aggregate is provided with a vapor barrier in direct contact with concrete and a concrete Al Ix design, which will address bleeding, shrinkage, and curling; 2) Other equivalent methods approved by the enforcing agency; FOR PE 3) A slab design specified by a licensed design professional. K. Moisture Content of Building Materials (CGBC 4.505.3): Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall no be enclosed when the framing members exceed 19-percent moisture content. M isture content shall be verified in compliance with the following: 1) Moisture content shall be determined with either a probe -type or contact - type moisture meter; 2 Moisture readings shall b take at a point 2 feet to 4 feet from ccter I D. o g e p the? stamped end of each piece to be verified; 3) At least three (3) random moisture readings shall be performed n jw�l. floor framing with documentation acceptable to the enforcing ag c I • at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content sh II be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-ap lied insulation products shall follow the manufacturer's drying recommendations prior to enclosure. L. Bathroom Exhaust Fans (CGBC 4.506.1): Each bathroom (defined as a room which contains a bathtub, shower, or tub/shower combo) shall be mechanically ventilated and shall comply with ALL of the following: 1) Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building; 2) Unless functioning as a component of a whole house ventilation system, fans shall be controlled by a humidity control. A. Humidity controls shall be capable of adjustment between a relative humidity range of < 50-percent to a maximum of 80-percent. A humidity control may utilize manual or automatic means of adjustment. B. A humidity control may be a separate component to the exhaust fan and is not required to be integral. M. Heating and Air -Conditioning System Design (CGBC 4.507.2): Heating and air-conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1) The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods; 2) Duct systems are sized according to ANSI/ACCA 1 Manual D-2014 (Residential duct Systems), ASHRAE handbooks or other equivalent design software or methods; 3) Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent software. CHAPTER 7: INSTALLER and SPECIAL INSPECTOR QUALIFICATIONS A. Installer Training (CGBC 702.1): HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1) State certified apprenticeship programs; 2) Public utility training programs; 3) Training programs sponsored by trade, labor or statewide energy consulting or verification organizations; 4) Programs sponsored by manufacturing organizations; 5) Other programs acceptable to the enforcing agency. B. Special Inspection (CGBC 702.2): When required by the enforcing agency, the Owner or the responsible entity acting as the Owners agent shall employ one of more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications of education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1) Certification by a national or regional green building program or standard publisher; 2) Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors; 3) Successful completion of a third party apprenticeship training program in the appropriate trade; 4) Other programs acceptable to the enforcing agency. NOTE: Special inspectors shall be independent entities with no financial interest in the materials of the project they are inspecting for compliance with this code. HERS raters are special inspectors certified by the California Energy Commission to rate homes according to the Home Energy Rating System (HERS). C. Documentation (CGBC 703.1): Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrates substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method or compliance shall be specified in the appropriate section or Identified in the application checklist. ARCHITECTURE / INTERIORS A DIVISION OF FOX GROUP ARCHITECTS, INC. 275 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 92866 FAX: 714 628-0797 RICK FOX, ARCHITECT CAROL TINK- FOX, ARCHITECT NOTICE REGARDING OWNERSHIP OF DOCUMENTS: ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF CONFIDENCE. STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE PAYABLE UPON DEMAND. 0 Q 0 4=-J ICIC4 Q (0 0 Z Z Z Z qe C®il �J PROFESSIONAL SEAL QED 'AAR�iyyyy\ TIIVk O No. C-19457 REN.9-30-27 �� y�� OP CAS-�FOj CAL GREEN BUILDING CODE NOTES and SPECIFICATIONS MILESTONES: REVISIONS: 0 0 E LU 4:Z ~ Iw OJ �rL SHEET CG-1 NEW FOUNDATION SLAB SEE NOTE #3 ON SHEET SN EXISTING SLAB ON GRADE AND FOUNDATION 1 2 A B 1 2 A B (E) CONT. FTG MIN. 12"Wx12"THK V.I.F. ADD PER DETAIL IF FTG NOT PRESENT SH U C R I ( C H U C K ) Y A G H I ST R U C T U R A L E N G I N E E R I N G 11 2 E . C H A P M A N A V E S U I T E D OR A N G E , C A 9 2 8 6 6 P H . 7 1 4 - 9 9 7 - 9 1 2 0 IN F O @ Y A G H I E N G I N E E R S . C O M SC H E E T Z R E S I D E N C E - A D U A D D I T I O N 20 4 4 N . R O S S S T . SA N T A A N A , C A . 9 2 7 0 6 S1 Shucri I. Yaghi EPOXY BOLTS IN (E) CONCRETE 3/11/26 TBD SH U C R I ( C H U C K ) Y A G H I ST R U C T U R A L E N G I N E E R I N G 11 2 E . C H A P M A N A V E S U I T E D OR A N G E , C A 9 2 8 6 6 P H . 7 1 4 - 9 9 7 - 9 1 2 0 IN F O @ Y A G H I E N G I N E E R S . C O M SC H E E T Z R E S I D E N C E - A D U A D D I T I O N 20 4 4 N . R O S S S T . SA N T A A N A , C A . 9 2 7 0 6 SN “ SCHEDULE TYPE HDU2-SDS2.5 5/8"4x412-1/2" (4) AT FOOTINGS AT SLABS 16 20 24 24 24 20 28 34 SCHEDULE TYPE HDU2-SDS2.5 HDU4-SDS2.5 HDU5-SDS2.5 4x4 4x4 4x4 HDU8-SDS2.5 4x4 4x6 EMBEDMENT "le" 3434 SH U C R I ( C H U C K ) Y A G H I ST R U C T U R A L E N G I N E E R I N G 11 2 E . C H A P M A N A V E S U I T E D OR A N G E , C A 9 2 8 6 6 P H . 7 1 4 - 9 9 7 - 9 1 2 0 IN F O @ Y A G H I E N G I N E E R S . C O M SC H E E T Z R E S I D E N C E - A D U A D D I T I O N 20 4 4 N . R O S S S T . SA N T A A N A , C A . 9 2 7 0 6 SD1 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 SHUCRI "CHUCK" I. YAGHI Consulting Engineers: Residential & Commercial 112 E. Chapman Ave, Suite D, Orange, CA 92866 TEL: 714/997-9120 FAX DESIGNED BY: AY JOB NUMBER: 26082 CITY OF SANTA ANA Planning and Building Agency W!�OvY ved FOR PERMIT ISSUANCE 14/744-3676 STRUCTURAL CALCULATIONS Date: DATE: 3/11/26 PROJECT: SCHEETZ RESIDENCE- ADU ADDITION (2044 N. ROSS ST.- SANTA ANA, CA. 92706) CLIENT: STRATOS FORM- (714) 628-0777 BUILDING CODE: INTERNATIONAL BUILDING CODE 2024 EDITION, CALIFORNIA BUILDING CODE 2025 EDITION AND LATEST FONTANA DEVELOPMENT CODES MATERIALS: Except as otherwise specified herein: Concrete TYPE "II" 2,500 PSI at 28 days. Concrete Block Grade N. Light Weight Units, ASTM C-90 Brick Masonry Grade MW, 2,500 PSI Units, ASTM -62 Reinforced Steel 20,000 PSI (ASTM A615, Grade 40) Structural Steel 24,000 PSI (Compact) (ASTM A572 Grade 50) Structural Pipe 22,000 PSI (ASTM A-36) Plywood Sheathing D.F.P.A., Structural II, INTR., P.S.1-95 Glu-Laminated Beams: 2,400 PSI (D.F.- Larch Comb."A" or Comb. 24F) Lumber Grade Marked D.F.-Larch, W.C.L.B. Grading Rule 16. Soils Bearing Pressure: 1500 PSF min. unless specified in soils report. DESIGN REFERENCE: (Including Charts & Tables from): Lumber & Timber Wood Structural Design Data (Volume1) National Lumber Manufacturers Association Steel Manual of Steel Construction, AISC Concrete Reinforced Concrete Design Handbook, ACI: Ultimate Strength Design Handbook, ACI Concrete Block & Masonry Design Manual, by Masonry Brick Masonry Industry Announcement ASCE 7-22 is now available. 2044 N Ross St, Santa Ana, CA 92706, USA Latitude, Longitude: 33.7642006,-117.8729002 0 Cl ssiepostergeffery,com 4 s Flowers Family Care G6_,�,Ie Date Design Code Reference Document Risk Category Site Class CITY OF SANTA ANA Planning and Building Agency l ANCE Master ID: Date: - W Buffets Ante Bowers Museum W 20th S Map data W026 3/1112026, 5:32:04 PM ASCE7-22 11 Default Type Value Description (Data) SS 1.51 The MCER spectral response acceleration at 0.2 seconds for Site Class BC, in units of g. S1 0.53 The MCER spectral response acceleration at 1 second for Site Class BC, in units of g. SMS 1.78 SMS = 1.5 x SDS, the Risk -Targeted Maximum Considered Earthquake (MCER) spectral response acceleration for short periods (of the two -period spectrum) and the user -specified Site Class. SM1 1.22 SM1 = 1.5 x SD1, the MCER spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class. SDS 1.19 The design spectral response acceleration for short periods (of the two -period spectrum) and the user -specified Site Class, in units of g. SD1 0.82 The design spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class, in units of g ......... .......... ._ . _. _... Type Value Description (Data Contd.) SDC D Seismic design category PGAM 0.67 PGAM, the Geometric -Mean Maximum Considered Earthquake (MCER) peak ground acceleration for the user -specified Site Class, in units of g TS 0.688 TS = SD1/SDS, in seconds, for construction of the two -period design spectrum To 0.138 To = 0.2 x TS, in seconds, for construction of the two -period design response spectrum TL 8 TL, the long -period transition period, in seconds, for construction of the two -period design response spectrum CITY -OF SANTA ANA Planning and Building Agency a ri"aaa ENGINEERS PROJECT „.,.. ,. ,.. CLIENT. JOB NO.: on INPUT DATA Exposure category (B, C or D, ASCE 7-22 26.7.3) Importance factor (ASCE 7-22 Table 1.5-2) Basic wind speed (ASCE 7-22 26.5.1) Topographic factor (ASCE 7-22 26.8 & Figure 26.8-1) Building height to eave Building height to ridge Building length Building width, including overhangs Overhang sloped width Effective area of components (or Solar Panel area) DATE F C Iw = 1.00 for all Category V = 120 mph, (193-12 kph) Kn = 1 Flat L s he = 9.5 ft, (2.90 m) hr = 9.5 ft, (2.90 m) L = 25 ft, (7.62 m) B = 12 ft, (3.66 m) Oh = 1.5 ft, (0.46 m) A = 0 ft2, <== Overhang? (Yes or No) 0.00 m21 No `Approv d UANCE DESIGN SUMMARY Max horizontal force normal to building length, L, face = 4.90 kips, (22 W), SD level (LRFD level), Typ. Max horizontal force normal to building length, B, face = 2.63 kips, (12 kN) Max total horizontal torsional load = 17.0292 ft-kips, (23 kN-m) Max total upward force = 6.89 kips (31 kN) ANALYSIS Velocity Pressure qh Kd = (0.00256 KZ K, Ke V2) Kd = 31.33 x 0.85 = 26.63 psf where: qh = velocity pressure at mean roof height, h. (Eq. 26.10-1 page 277) KZ = velocity pressure exposure coefficient evaluated at height, h, (Tab. 26.10-1, pg 277) = 0.85 Kd = wind directionality factor. (Tab. 26.6-1, for building, page 274) = 0.85 h = mean roof height = 9.50 ft Ke = ground elevation factor. (1.0 per Sec. 26.9, page 275) < 60 ft, [Satisfactory] (ASCE 7-22 26.2.1) < Min (L, B), [Satisfactory] (ASCE 7-22 26.2.2) Desion Pressures for MWFRS P = qh Kd [(G CPf )-(G Cat )] where: p = pressure in appropriate zone. (Eq. 28.3-1, page 294). Amin = 16 psf (ASCE 7-22 28.3.6) G CPf = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.3-1, page 295) G CP i = product of gust effect factor and internal pressure coefficient. (Tab. 26.13-1, Enclosed Building, page 280) 0.18 or -0.18 a = width of edge strips, Fig 28.3-1, page 295, MAX[ MIN(0.1 B, 0.1 L, 0.4h), MIN(0.04B, 0.04L), 3] = 3.00 ft Na+ PmQQiwan /nefl_ Rash^_ Lnad Cases Net Pressures (psf), Torsional Load Cases Roof an le 0 = 0.00 Roof an le 0 = 0.00 Surface Net Pressure with Net Pressure with G CPf G CPf // 1+GCP i) (_GC-) (+GC i) (-GC- 1 0.40 5.86 15.45 -0.45 -16.78 -7.19 2 -0.69 -23.17 -13.58 -0.69 -23.17 -13.58 3 -0.37 -14.65 -5.06 -0.37 -14.65 -5.06 4 -0.29 -12.52 -2.93 -0.45 -16.78 -7.19 5 0.40 5.86 15.45 6 -0.29 -12.52 -2.93 1E 0.61 11.45 21.04 -0.48 -17.58 -7.99 2E -1.07 -33.29 -23.70 -1.07 -33.29 -23.70 3E -0.53 -18.91 -9.32 -0.53 -18.91 -9.32 4E -0.43 -16.25 -6.66 -0.48 -17.58 -7.99 5E 0.61 11.45 21.04 6E 1 -0.43 -16.25 1 -6.66 Roof an le 0 = 0.00 G CPf Net Pressure with Surface +GC ( I) (-GCP i ) IT 0.10 -2.13 7.46 2T -0.17 -9.32 0.27 3T -0.09 -7.19 2.40 4T -0.07 3 Roof an G C ithPf Surface 4Pressure P.)5T 0.10 66T -0.07 3 3E 3 2 2 2E 3 2 2E 3 2E 3E 3E 3 3T 2T 3E 4 `_ 6 __ -� 4 4 `_4T. 2E 2 6 6 `_ GT �� 4 4E`_ 6Ey ✓4E 4E__ 6E-_ �i4E IT T 5 5� I 5 J IE- SE IE t- tE 5E REFERENCE CORNER IE REFERENCE CORNER REFERENCE CORNER REFERENCE CORNER ° "'WIND DIRECTION 2° ° "" WIND DIRECTION WIND DIRECTION 2° WIND DIRECTION Load Case 1 (Transverse) Load Case 2 (Longitudinal) Load Case 3 (Transverse) Load Case 4 (Longitudinal) Basic Load Cases Torsional Load Cases CITY OF SANTA ANA Planning and Building Agency Basic Load Case 1 (Transverse Direction) Area Pressure *1 with Surface (fi) (+GC ;) (-GC,;) 1 181 1.06 2.79 2 114 -2.64 -1.55 3 114 -1.67 -0.58 4 181 -2.26 -0.53 1 E 57 0.65 1.20 2E 36 -1.20 -0.85 3E 36 -0.68 -0.34 4E 57 -0.93 -0.38 Horiz. 4.90 4.90 E Vert. -6.19 -3.31 Min. wind Horiz. 3.80 3.80 28.4.4 Vert. -4.80 -4.80 'r--i-1 1 -A raao 3 /Tra u ni-finnl Poverhang = -18.64 psf (ASCE 7-22 28.3.5) Area Pressure Ikl with Torsion (ft-k) Surface ( z) ft (+GC J (-GC iJ +GC ( PIJ GC ) (' pi 1 62 0.36 0.95 2 5 2 39 -0.90 --0.53 0 0 3 39 -0.57 -0.20 0 0 4 62 -0.77 -0.18 4 1 1 E 57 0.65 1.20 6 11 2E 36 -1.20 -0.85 0 0 3E 36 -0.68 -0.34 0 0 4E 57 -0.93 -0.38 9 4 1T 119 -0.25 0.89 2 -6 2T 75 -0.70 0.02 0 0 3T 75 -0.54 0.18 0 0 4T 1 119 -0.79 1 0.35 5 2 Total Horiz. Torsional Load, MT 17 17 Design Pressures for components and cladding p = qh Kd I (G CP) - (G Coll where: p = pressure on component. (Eq. 30.3-1, pg 316) Amin = 16.00 psf (ASCE 7-22 30.2.2) G Cp = external pressure coefficient. see table below. (ASCE 7-22 30.3.2) s = 0.00 ° Rasir Load Case 2 Direct*pprov�d a PERMIT IS UANCE Area Pressur Ik Surface ft +GC 2 114 -2.64 -1.55 3 114 -1.67 -0.58 5 57 0.33 88 i 6 57 -0.71 - oft 2E 36 -1.20 BD&5e 3E 36 -0.68 -0.34 5E 57 0.65 -0.38 6E 57 -0.93 Horiz. 2.63 2.63 E Vert. -4.58 -1.31 Min. wind Horiz. 1.82 1.82 28.4.4 Vert. -4.80 -4.80 -1T-innal 1 l Caca d 11 nnnitudinal ❑iractinnl ,r ID: Area Pressure k) with Torsion tft-ki Surface (ft z ) (+GC ;) I (-GCp;) (+GCp;) (-GCp;) 2 114 -2.64 -1.55 0 0 3 114 -1.67 -0.58 0 0 5 0 0.00 0.00 0 0 6 0 0.00 0.00 0 0 2E 36 -1.20 -0.85 0 0 3E 36 -0.68 -0.34 0 0 5E 57 0.65 1.20 3 5 6E 57 -0.93 -0.38 4 2 5T 57 -0.12 0.43 0 -1 6T 57 -0.38 0.17 -1 1 Total Horiz. Torsional Load, MT 6.3 6.3 5 6 5 gene 4 15 5 1 ZO�e h a walls Effective Zone 1 Zone 1' Zone 2 Zone 2e Zone 2n Area (ftZ) GCp GC, GCp GCp CP GCp GC GC, GCp GC, 0 #N/A #N/A #N/A #N/A #NIA #N/A #NIA #N/A #N/A #NIA Comp. Effective Zone 3 Zone 3e Zone 3r Zone 4 Zone 5 Area (ft) GCp GC GCP GCp GC - GCp GCp GCp GCp - GCp 0 #NIA #N!A #NIA #N!A #NIA #N/A 0.90 -0.99 0.90 -1.26 Zone 1 Zone 1' Zone 2 Zone 2e Zone 2n Comp. & Cladding P.Wi N alive ft.& a Negadve P-M- Ne we Positive N five P-W- Negafhre Pressure #N/A I #N/A #N/A #NIA #N/A #N/A #N/A #N/A #NIA #N/A ( psf) Zone 3 Zone 3e Zone 3r Zone 4 Zone 5 Poeldve NegaWe Poaifive N P.W. N a.. Posigve Ne ative P-IW- N #N/A I #NIA #N/A #NlA #N/A #N/A 28.76 -31.16 28.76 1 -38.35 #N/A Zone 2r Posl6ve N #N!A I #N/A (The Max Pressure #N/A pso CITY OF SANTA ANA Planning and Building Agency ROOF LOADS : ROOF SHTNG. CLG. FRAMING MISC. DL LL Cs= Sos Wd (R/1) 4.00 2.00 2.00 2.00 2.00 12.00 20.00 psf psf psf psf psf psf psf Approved FOR PERMIT ISSUANCE Master ID: Date: EXT WALL, DL= 16 PSF SpS = 1.190 R = 6.50 3.0 (STUCCO SW) (IF APPLICABLE) I = 1.0 Cs= 0.183 Wd & 0.4 Wd (CANTILEVER COLUMN) wmaa�3w�N�v,.�odm cel6-(fiBfl: wd ssers r� a�+u e 0 311I693AYNWIdMYJ 3 Lll ONWERNIEM iyunlona s IHEJVA (NonHO) wonHS 9OLZ6'Va `VNV V1NVS '1S SS021 'N "OZ N®I11aaV nov -33N3aIS3N Z133HOS CITY OF SANTA ANA n Ig a c�ai ding Agency In CJ M, RP Hppro, -_ -FOR PERMIT Master;l Date: W,o - zin �l ^ a —i.e_ z Oil C:LL- a ary � 0 a of I 0 I r ed SUANCE t*� es , CITY OF SANTA ANA Planning and Building Agency . S L(?Z Tw=2t^ 1 , 01� vij 1-13 1 L 0 � Approved FOR PERMIT ISSUANCE Z� S 4�f� Master ID: Date: 1 1 1 11 Hill I I I I �► _ LL '411>49 11 i i .I II I 5' IL II i L G L =10, TW =? I I I I i I � i 1 I 1 i Project Title: Engineer: Project ID: Project Descr: CITY OF SANTA ANA Planning and Building Agency Multiple Simple Beam Description : Wood Beam Design: 1- RR's Project Fite. STRATOS FORM- SCHEETZ Approved Master ID: Date: Code References Governing Code IBC 2024 Referenced Design Standard(s) : NDS 2024 Load Combination Set: ASCE 7-22 / IBC 2024 AM Size: 2x8, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-22 / IBC 2024 Load Combinations, Major Axis Bending Wood Species: Douglas Fir -Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = 0.0120, Lr = 0.020 ksf, Trib= 2.0 ft Design Summary Max fb/Fb Ratio = 0.678.1 fb : Actual : 1052.00 psi at 6.000 ft in Span # 1 Fb : Allowable: 1:552.50 psi Load Comb: +D+Lr Max fv/FvRatio = 0.212 : 1 fv : Actual : 47.67 psi at 11.400 ft in Span # 1 Fv : Allowable: 225.00 psi Load Comb: +D+Lr Max Reactions (k) D Lr L s w E Left Support 0.14 0.24 Right Support 0.14 0.24 Beam Design: 2- RDG BM Density 31.210 pof ___.a{o,ozao� Lr{o.oaol 2x8 12.0 ft Max ecttons H Transient Downward 0.246 in Total Downward 0.394 in Ratio 584 Ratio 365 LC: Lr Only Transient Upward 0.000 in Ratio 9999 LC: LC: +D+Lr Total Upward 0.000 in Ratio 9999 LC: Governing Code: IBC 2024 Referenced Design Standard(s) : NDS 2024 Load Combination Set: ASCE 7-22 / IBC 2024 BEAM Size: 4x12, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-22 / IBC 2024 Load Combinations, Major Axis Bending Wood Species: Douglas Fir -Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = 0.0120, Lr = 0.020 ksf, Trib= 4.0 ft Design Summary Max fb/Fb Ratio = 0.355. 1 fb : Actual: 439.51 psi at 6.500 ft in Span # 1 Fb: Allowable: 1,237.50 psi Load Comb: +D+Lr Max fv/FvRatio = 0.121 : 1 fv : Actual : 27.26 psi at 12.090 ft in Span # 1 Fv: Allowable: 225.00 psi Load Comb: +D+Lr Max Reactions (k) D Lr L s w E Left Support 0.31 0.52 Right Support 0.31 0.52 D(0 0480) LriO 0$O,Z _ ,� 4x12 13.0 ft Density 31.210 pcf Max De ections H Transient Downward 0.078 in Total Downward 0.124 in Ratio 2005 Ratio 1253 LC: Lr Only LC: +D+Lr Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: NCE Project Title: CITY OF SANTA ANA Engineer: Planning and Building Agency Project ID: Project Descr:9" Muitiplle Simple Beam Wood Beam Design: 3- DP BM Code References Governing Code: IBC 2024 Referenced Design Standard(s) : NDS 2024 Load Combination Set: ASCE 7-22 / IBC 2024 Project File: STRATOS FORM- SCHEETZ Approved Master ID: _ Date: BEAM Size: 4x12, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-22 / IBC 2024 Load Combinations, Major Axis Bending Wood Species: Douglas Fir -Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 31.210 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = 0.0120, Lr = 0.020 ksf, Trib= 3.0 ft Design Summary D o 036o Lr o oso = - -- - --- -- -- Maxfb/Fb Ratio = 0.227; 1 -----t fb : Actual: 280.87 psi at 6.000 ft in Span # 1 Fb : Allowable: 1,237.50 psi Load Comb: +D+Lr ax12 Max fv/FvRatio = 0.083 : 1 12.0 ft fv : Actual : 18.58 psi at 11.080 ft in Span # 1 - - -' Fv: Allowable: 225.00 psi Load Comb: +D+Lr Max Deflections Max Reactions (k) 2 Lr L s W E H Transient Downward 0.042 in Total Downward 0.068 in Left Support 0.22 0.36 Ratio 3399 Ratio 2124 Right Support 0.22 0.36 LC: Lr Only LC: +D+Lr Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Wood Beam Design: 4- HDR Code References Governing Code: IBC 2024 Referenced Design Standard(s) : NDS 2024 Load Combination Set: ASCE 7-22 / IBC 2024 BEAM ize : 4x6, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-22 / IBC 2024 Load Combinations, Major Axis Bending Wood Species: Douglas Fir -Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = 0.0120, Desi n Summary Lr = 0.020 ksf, Trib= 6.0 ft Max fb/Fb Ratio = 0.402 fb : Actual : 587.56 psi Fb: Allowable: 1,462.50 psi Load Comb: +D+Lr Max fv/FvRatio = 0.170 : fv : Actual : 38.30 psi Fv: Allowable 225.00 psi Load Comb: +D+Lr Max Reactions (k) D Lr Left Support 0.22 0.36 Right Support 0.22 0.36 Density 31.210 pcf 1 at 3.000 ft in Span # 1 4x6 ,4 1 6.0 ft at 5.560 ft in Span # 1 �- -- -I Max Deflections L S W E H Transient Downward 0.045 in Total Downward 0.072 in Ratio 1589 Ratio 993 LC: Lr Only LC: +D+Lr Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: NCE Multiple Simple Beam Wood Beam Design: 5- CJ's Project Title: CITY OF SANTA ANA Engineer: Planning and Building Agency Project ID: Project Descr: ^ "" Approved Project File: STRATOS FORM- SCHEETZ ADi oS� a� e (J1 N C E (c) ENERCALC, LLC 1982-2026 Master ID: Date .-- — --� Code References Governing Code : IBC 2024 Referenced Design Standard(s) : NDS 2024 Load Combination Set: ASCE 7-22 / IBC 2024 BEAM Size: 2x6, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-22 / IBC 2024 Load Combinations, Major Axis Bending Wood Species : Douglas Fir -Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 31.210 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = 0.0050, Lr = 0.010 ksf, Trib= 2.0 ft Design Summary Max fb/Fb Ratio = 0.877; 1 D( _9L10�o.o2ot_- fb : Actual : 856.86 psi at 6.000 ft in Span # 1 - Fb: Allowable: 976.50 psi 2x6 Load Comb: +D+Lr 2 ft Max fv/FvRatio = 0.135 : 1 _o fv : Actual : 30.33 psi at 11.560 ft in Span # 1 Fv : Allowable: 225.00 psi Load Comb: +D+Lr Max Deflections Max Reactions (k) D Lr L s W E H Transient Downward 0.282 in Total Downward 0.423 in Left Support 0.06 0.12 Ratio 510 Ratio 340 Right Support 0.06 0.12 LC: Lr Only LC: +D+Lr Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: FOUNDATION ANALYSIS ALLOWABLE SOIL BEARING PRESSURE = 1,500 PSF CONTINUOUS FOOTINGS: ONE STORY FOOTING: WIDTH = 12" (MIN) CHECK POINT LOAD CAPACITY: B=(6+12)2+4=40" Pcap = 1,500 (40)( 12 ) / (12 )(12 ) Pcap = 5,000 Ibs CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE Master ID: Date: Pcap 611 _.-7l._��._.—. 10 45° 45°\\ ,.—T Planning and Building Agency I Approved VIBM1T ISSUANCE_ —I_I_ Vs g (i.183)<16Y-'�x z5yti �43# / Date: L �7k f�oe. _ =1.76��--;- . vW 6 % i Us r Z, q3 x30 X32�2 m l,�bb l / jo I i q.51 i �_ 1�„Jo16X Vs 527 ! - - - I� f -- lily ei b 0— i I _ I Sim. So _ Us = q * j 6U HDU2 - --- I - � i j 1 ► 1 I� I 11. �� CITY OF SANTA ANA Planning and Building Agency Anchor Designer TM Software Version 2.7.6990.18 1.Proiect information Customer company: Customer contact name Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-19 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: F1554 Grade 36 Diameter (inch): 0.625 Effective Embedment depth, hef (inch): 12.500 Code report: ICC-ES ESR-4057 Anchor category: - Anchor ductility: Yes hmin (inch): 13.88 Cac (Inch): 33.54 Crain (inch): 1.75 Smin (Inch): 3.00 Recommended Anchor Anchor Name: SET-3G - SET-3G w/ 5/8"0 F1554 Gr. 36 Code Report: ICC-ES ESR-4057 Company: Date: Engineer: Rage: 1 Project: Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 18.00 State: Cracked Compressive strength, fc (psi): 2500 gjc,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Hole condition: Dry concrete Inspection: Continuous Temperature range, Short/Long: 1501110°F Ignore Edo requirement: Not applicable Build-up grout pad: No Date: T=C= +/- 71288 LBS./2.5= 2,915.2 LBS. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-T Company Ira 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com wed ISSUANCE CITY OF SANTA ANA Planning and Building Agency !+'il►',Ili--�•�►� Anchor Designer"' Software Version 2.7.6990.18 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: No Ductility section for tension: 17.2.3.4.3 (b) is satisfied Ductility section for shear: 17.2.3.5.2 not applicable Do factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Strength level loads: Nua [lb]: 7288 Vim [lb]: 0 Way [lb]: 0 <Figure 1> 0 lb X' Company: Date: 5 2/2023 Engineer: Page: Project: FnR PER Address: Phone: E-mail: Z 7288 lb 0 lb Y Date: input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Me Company Irc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com rued ISSUANCE l•7IP11�•`i•�►■ Anchor Designer TM ` ...V..' Engineer: Software Project: Version 2.7.6990.18 Address: Phone: E-mail: <Figure 2> CITY OF SANTA ANA Planning and Building Agency 4Lll, 0_y Date: 5 3 V e CI Page: 3 ISSUANCE .. ......... Date: -tea Ln ............. . P ......... ....... ........................ Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Cornp my Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com CITY OF SANTA ANA Planning and Building Agency l•7I►��l'1+Y•]i,■ Anchor DesignerT"" Software Version 2.7.6990.18 a 3.Resulting Anchor Forces Anchor Tension load, Nua (lb) Company: Date: W2/2023 Engineer: I Page: Project: PERMIT Address: Phone: E-mail: Shear load x, Shear load y, Vuax (lb) Vuay (lb) 1 7288.0 0.0 0.0 0.0 Sum 7288.0 0.0 0.0 0.0 Maximum concrete compression strain (%a): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 7288 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'N. (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 4 Steel Strength of Anchor in Tension (Sec. 17.4.1) Nse (lb) 0 ON.. (lb) 13110 0.75 9833 Date: load combined, 5 Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) Nb = ke, ,.�Feh& -' (Eq. 17.4.2.2a) ko A.e f(psi) het (in) Nb (lb) 17.0 1.00 2500 12.500 37565 0.75^b = 0.750 (ANc/ANw)Ved,NTc,N:Fcp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1a) ANc (In2) AN. (In2 ca,m (m) %d,N TC,N V p,N Nb (lb) 0 0.750Ncb (lb) 768.75 1406.25 1.75 0.728 1.00 1.000 37565 0.65 7288 6. Adhesive Strenath of Anchor in Tension (Sec. 17.4.5) Zk,cr =-z-kcrfshort-termKset(fc72,500)naN.seis Ived ISSUANCE Zk'w (psi) f hart -term Ksat mvN is fc (psi) n 2k,cr (psi) 1356 1.00 1.00 1.00 2500 0.24 1356 Nb. = A, r%rzdehet(Eq. 17.4.5.2) A a r� (psi) da (in) he (in) Nb. (lb) 1.00 1356 0.63 12.500 33281 0.750Ne = 0.750 (ANa/ANa0) %d,Na Vcp,NaNba (Sec. 17.3.1 & Eq. 17.4.5.1 a) AN. (In2) ANao (in2) cNa (In) ca,min (in) %d,Na Fp, Na Nao (lb) 0 0.750Na (lb) 184.22 307.10 8.76 1.75 0.760 1.000 33281 0.65 7396 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson. Strong -Tie Compony Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com CITY OF SANTA ANA Planning and Building Agency E71►��I�-�•�►■ Anchor Designer TM Software Version 2.7.6990.18 11. Results Company: Date: 12/2023 Engineer: Page: Project: FOR PERMI Address: Phone: E-mail: Date: 11 Interaction of Tensile and Shear Forces (Sec. D.71? Tension Factored Load, Nu. (lb) Design Strength, o% (lb) Ratio Status Steel 7288 9833 0.74 Pass Concrete breakout 7288 7288 1.00 Pass (Governs) Adhesive 7288 7396 0.99 Pass SET-3G wl 5/8"0 F1554 Gr. 36 with hef = 12.500 inch meets the selected design criteria. 12. Warnings - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, the shear component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear need not be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. _....... . ........ ............ ._..._... Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie CorE.I.any Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Ived ISSUANCE CERTIFICATE NO. 100117 SANTA ANA UNIFIED SCHOOL DISTRICT SCHOOL FACILITIES FEE CERTIFICATION OF COMPLIANCE AND RECEIPT FOR PAYMENT FOR Project Number:PRJ-7148216 Project Request ID:8NBD992GH4 Request Contact:Christopher Bayne (CONTRACTOR) Job Location / Address: 2044ross street, Santa Ana, CA 92706 Permit Issuing Office: City of Santa Ana This is to certify that all fees due to the Santa Ana Unified School District under Provision of Government Code Section 65995 as a prerequisite to the issuance of a Building Permit have been received, based on the above referenced information, this Certification is hereby Executed. PMT-453953 Address Development Type Construction Type Square Feet 2044 north Ross street, Santa Ana, CA 92706 Residential Accessory Dwelling Unit (ADU) 307 Parcel 002-112-21 Tract 788 Permit Number 101127114 Plan Check Number 101127114 453953-Residential Accessory Dwelling Unit (ADU) fees as required in the amount of:$1,587.19 ($5.17 [Rate] x 307 [Square Footage])Note: Fee not included in developer fees total due to square footage requirement not being met. Developer Fees Paid:$0.00 Julie Molloy School District Representative Date: 06/10/2026 NOTICE OF 90-DAY PERIOD FOR PROTEST OF FEES Pursuant to Section 66020 of the California Government Code and other applicable law, you have a period of ninety (90) days from the date of payment of school fees, mitigation payments or other extractions to protest the validity thereof. This ninety (90) day period commences upon such payment of performance of any other requirement as provided in Section 66020. Any such protest must be in writing and received by the Santa Ana Unified School District within ninety (90) calendar days of the date of the School District Certification above.