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HomeMy WebLinkAboutXR2022-3286 - Alternative Material & MethodsCITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-J915 www.newportbeachca.gov 1 (949) 644-3200 CASE NO.: REQUEST FOR MODIFICATION TO PROVISIONS OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) OF THE NEWPORT BEACH MUNICIPAL CODE (See Reverse for Basis for Approval) (Fee $297) Z REQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION (See Reverse for Basis for Approval) (Fee $297) For above requests, complete Sections 1, 2 & 3 below by printing in ink or typing. JOB ADDRESS: woo 40,kmaj, APR I p � FOR STAFF USE ONLY Plan Check eR �5116 of Stories Z Occupancy Classification K 7, Use of Building # of Units Project Status Ir,l Pr L-h'r-� LikG-e Construction Type Y -$ Verified by 1g:r_- • No. of Items In Fee due 211 DISTRIBUTION: / SjPlanCheck ❑ Inspector I ❑ Other ❑ Owner Petitioner ❑ Fire PETITIONER: SITE ADDRESS, 821 BELLIS STREET Petitioner JEFFREY BENSON (Petitioner to be architect or engineer) Owner RENNETTE & TOM CRONE Address 234 BROADWAY Address 821 BELLIS STREET COSTA MESA, CA Zip 92627 NEWPORT BEACH, CA Zip 92660 534-2724 Daytime Phone (949 ) Daytime Phone ( 949 ) 534-2724 Email: JB@BDANDARCH.COM 2 REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. Provide a capillary break at the existing slab -on -grade of the small portion of the existing garage 31 so ft total are being converted into h bitable livingarea of the home. We pro ose to achieve this b a pl in the'Sika MB" epoxy sealant on top of the existingslab area that will be converted. 3 USTIFICATION/FINDINGS OF EQUIVALENCY: CODE SECTIONS: The exiting slab is likely not unerlain with a capillary lea no,aiding one below the existing R506.3.2 & R506.3.2.1 Signature — Position ARCHITECT CA Professional Lic. # C32268 4/11/2023 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: XCBC 104.11/CFC 104.9 (Alternate materials & methods) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved -� By. Date Request (DOES D S ssen any fire protection requirements. equest (DO DOES NOT) I ssen the structural integrity ❑ CBC 104.10/CFC 104.E (CBC Modification) ❑ Written Comments Attached The Request IS: Granted -1Denied (See reverse for appeal information) ❑ Granted (Ratification required) Conditions of Approval: Signatur Position Print Name j,c-Kig-e- ---i H:Air— Date -u' 7,023 APPEAL OF DIVISION ACTION TO THE BUILUINU bUAKU Ur Mrr�r LO toee ��V VIOUi (Signature, statement of owner orapplicant, statement of reasons for appeal and filing fees are required.) �� CASHIER RECEIPT NUMBER: VF�&-<�-' 0�bZ - v�Formsvnodif 07/08/22 P r)',.._R(`T DATA SHEET Sika° M Solvent Free, Epoxy Moisture Barrier PRODUCT DESCRIPTION Sika® MB is a 2-component, solvent free, low viscosity, epoxy for use under wood flooring products, self leveling underlayments, floating floors and other flooring systems that require protection from subfloor moisture. USES • Moisture barrier to help control moisture propagation in cementitious substrates with a moisture content not exceeding 6 % by Tramex Method, residual moisture up to 100 % R.H. or 25 Ib/1,000 ft2/24 h (11.4 kg/92.9m 2/24 h) • For substrate consolidation on concrete, cement and gypsum screeds • Adhesion promoter for old and new adhesive residues in conjunction with other Sika® products • Suitable on concrete, cement, self -leveling and gypsum substrates, OSB, plywood, quarry and terrazzo tiles, water-soluble adhesive and cutbacks PRODUCT INFORMATION CHARACTERISTICS / ADVANTAGES • Solvent -free (100 % solids) • Easy roller applied application, low viscosity • Convenient, easy to mix packaging • Shorter construction periods • Excellent penetration and stabilization of the substrate • Reduction of adhesive consumption • Suitable for use on floors with radiant heating • Compatible with SikaBond® wood flooring adhesives, Sika® Level products • Can be used below floating floors APPROVALS/STANDARDS • Meets ASTM F 3010 Chemical Base Two component epoxy Packaging 2.64 gal (10 L) pail Color Blue Shelf Life 24 months from date of production if stored properly in undamaged sealed containers Storage Conditions Store dry at 50-77 `F (10-25'C). Protect from moisture. Density 69 Ib/ft3 (1.1 kg/1) TECHNICAL INFORMATION Product Data Sheet Sika• V B iune 2019. Version 01.04 C20512081000000017 1/4 Shore D Hardness 83 (mixed A&B) IASTM D-2240) ' ' Compressive Strength 7 days 10,000 psi (69 MPa) 73 -F (23'Q 50 % R.H. Permeability to Water Vapor 0.06 g/mz24hour-rrmHG (ASTM E-96) Service Temperature -40-158 °F (-40-70'Q APPLICATION INFORMATION Coverage Coverage per pail Moisture barrier 250-300 ft= (23.2-27.9 m�) Adhesion promoter or 40G-450 ft2 (37.2-41.8 m2) surface consolidator (Coverage figures do not include allowance for surface profile and porosity or material waste). Application Recommended Results in Coatings Moisture barrier only min. 1 Mirror like finish Substrate min. 1 Good penetration consolidation only Adhesion promotion min. 1 Mirror like finish Moisture barrier+ min.2 Mirror like finish substrate consolidation Moisture barrier+ min. 2 Mirror like finish adhesion promotion MUST produce a monolithic, pinhole -free finish with a continuous film. The need for multiple coats is directly related to surface absorption. Pot Life 50 °F (10 °C) 68 °F (20 °C) 86`F(30-C) — 60 minutes — 30 minutes — 15 minutes Cure Time 50 -F (10 -Q 18 hours 73 °F (23 -C) 8 hours 86 -F (30 -C) 6 hours *Minim urn curing time, prior to we liking on primer/or for applying Sika Bond' or Sika' level. Application Time Overcoming Application Minimum Maximum Time Window* Sika® MB 8 hours 36 hours (2nd coat) *When Sika® MB is left on the substrate for more than the maximum allowable open time, the surface must be mechanically prepared (i.e. sanded) solvent wiped before proceeding. Product Data Sheet Sika- MB June 2019, Version 01.04 020512091000000017 u,d BUILDING TRUST 2/4 APPLICATION INSTRUCTIONS SUBSTRATE PREPARATION • Substrate must be clean, dry, sound and homogeneous, free from oils, grease, dust, and loose or friable particles. Paint, laitance, and other poorly adhering contents must be mechanically removed. • Substrate must have an open textured surface to allow Sika® MB to penetrate. (i.e. Blast cleaning, grinding are considered acceptable means to achevie the desired surface profile. Acid and chemical etching are not acceptable). • At least 50 % of the surface area must be cleared of residual adhesive and cutbacks. (i.e. by grinding or mechanical substrate preparation) • Old cutback can contain asbestos which is dangerous for the health so do not grind, sand or blast. Refer to the Resilient Floor Covering Institute's publication "recommended work practice for removal of resilient floor coverings" for instruction. • Minimum substrate compressive strength > 1,160 psi. Tensile Bond strength > 116 psi at the time Sika® MB is applied. • Repair with Sika' Level SkimCoat or Sika Quick" mortar before priming. • The floor must be cleaned with an industrial vacuum prior to installation of the Sika® MB. • On fiber reinforced concrete, fibers should be flamed off the surface prior to application of Sika® MB as a moisture barrier. • Before overall installation begins, Sika' recommends the application of several small test patches to determine primer application requirements and acceptability of final product performance. MIXING • Add one full can of component A to one full can of component B then mix with an electric drill and mixing (jiffy Mixer type) paddle at a low speed to reduce air entrainment (300-400 rpm). Using a paint stick or similar is not sufficient to mix the primer. • A minimum mixing time of 3 minutes shall be observed; mixing shall continue until a homogeneous mix has been achieved. • Scrape sides of pail with paint stick or paddle to ensure all contents are thoroughly mixed together. • Unmixed material applied to the floor will not cure properly. APPLICATION METHOD / TOOLS Apply Sika® MB uniformly (in 2 directions 90') to the substrate using a medium nap roller, ensuring that a continuous coat is achieved over the entire surface (MUST produce a mirror like finish). Pour contents of pail onto the floor for best working time. Attempting to work from the pail will reduce working time. When used as a moisture barrier and substrate consolidation / adhesion promotor, prepare the Product Data Sheet Sika- MB )une 2019, Version 01.04 020512081000000017 substrate mechanically as in accordance with the guidelines stated in subtitle "Surface Preparation". Apply the first coat at 10 mils Apply the second coat at 15 mils in accordance with the open time*. 2 coats application: Apply the first coat at 75-115 ftz/gal Apply the second coat at 150-225 ft2/gal in accordance with the application time window*. Then follow one of the option: • Option 1: Broadcast to refusal with oven dried silica sand (20/30) on the second coat immediately. Sweep sand once the epoxy is cured. Apply Sika® Level products on cured epoxy. • Option 2: Apply Sika® Level-02 EZ Primer in accordance with the application time window*. When the primer is dry, apply Sika® Level products. 'ref. to appliction time in sections above CLEANING OF TOOLS • Clean all tools and application equipment with cleaning solvent (Xylene, MEK are effective). • Hardened/cured material can only be removed mechanically. LIMITATIONS • Proper coverage must be used to achieve moisture barrier properties. • Will not act as a moisture barrier for gypsum screeds. Gypsum based subfloors are very susceptible to excess moisture and will be degraded if exposed to excess moisture from below or above. • Only protects from moisture coming from below the concrete. • Will not prevent hydrostatic pressure. • Must not be applied to a visibly wet substrate. • Does not prevent moisture occurring between the epoxy and the floating floor due to secondary sources of moisture or acclimation, e.g. water condensation. • Is not suitable for use with bonded systems due to possible curing and adhesion problems. • Sika' recommends the use of Sika' Level products on top of it. • Floor covering manufacturer's and Wood flooring manufacturer's recommendations, like room humidity levels and wood acclimation requirements should be strictly followed. • Sika" does not make any standing recommendations as to the structural integrity of old adhesive residues or subflooring materials that are not manufactured by Sika'. • When left on the substrate for more than the maximum allowable open time of 36 hours, prior to placing the adhesive, the surface must be thoroughly cleaned and mechanically prepared (i.e. screened sand) and solvent wiped. Failure to do this, may result in adhesion problems. For detailed instruction contact our Technical Service. When used in conjunction with SikaBond', Sika® MB does not need to be broadcasted with sand. �" r InUIL ING TRUST s 1s,ti' 3/4 BASIS OF PRODUCT DATA LEGAL DISCLAIMER Results may differ based upon statistical variations depending upon mixing methods and equipment, temperature, application methods, test methods, actual site conditions and curing conditions. OTHER RESTRICTIONS See Legal Disclaimer. ENVIRONMENTAL, HEALTH AND SAFETY For further information and advice regarding transportation, handling, storage and disposal of chemical products, user should refer to the actual Safety Data Sheets containing physical, environmental, toxicological and other safety related data. User must read the current actual Safety Data Sheets before using any products. In case of an emergency, call CHEMTREC at 1-800-424-9300, International 703-527-3887. Sika Corporation Sika Mexicana S.A. de C.V. 201 Polito Avenue Carretera Libre Celaya Km. 8.5 Lyndhurst, NJ 07071 Fracc, Industrial Balvanera Phone:+1-800-933-7452 Corregidora, Queretaro Pax :+1-201-933-5225 C.P. 76920 usa.sika.com Phone: 52 442 2385800 Fax 52 442 2250537 Ma Product Data Sheet Sika- MB June 2019, Version 01.04 020512081000000017 • KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR -INDUSTRIAL USE ONLY • FOR PROFESSIONAL USE ONLY Prior to each use of any product of Sika Corporation, its subsidiaries or affiliates ("SIKA"), the user must always read and follow the warnings and instructions on the product's most current product label, Product Data Sheet and Safety Data Sheet which are available at usa.sika.com or by calling SIKA's Technical Service Department at 1-800-933-7452. Nothing contained in any SIKA literature or materials relieves the user of the obligation to read and follow the warnings and instructions for each SIKA product as set forth in the current product label, Product Data Sheet and Safety Data Sheet prior to use of the SIKA product. SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within the product's shelf life. User determines suitability of product for intended use and assumes all risks. User's and/or buyer's sole remedy shall be limited to the purchase price or replacement of this product exclusive of any labor costs. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sale of SIKA products are subject to the Terms and Conditions of Sale which are available at https://usa.sika.com/en/group/SikaCorp/termsandconditions.htmi or by calling 1-800-933-7452. StkaMB-e i US-(06-2019)-1-4.pol � /ry a BUILDING TRUST 4/4 MaRTM NO I E N Wi CEO 110 AREA OF DIFFERENCE BETWEEN EXISTING & PROPOSED IMPERVIOUS AREA = 5,062 SF IPROPOSEDI - 3,650 SF (EXISTING) = 1 AQ SO A A W QMP IS NOT REQUIRED SINCE AREA OF DISTURBED = 1.412 SO FT <5.000 SQ FT EXISTING IMPERVIOUS AREA SCALE: 1/32'= 1'-0' S6Pi0 GP060 .9 OahO A. C a0 WorNingt4n #. No. CEG2124 c6mamll�l9 v N�, FNcm[[nlx0 -F�, GEMR66T DQ. FOF CAJF" ¢eo1f551µ DU M�ryfF9 8364 VALUATION CALCS. EXISTING HABITABLE FLOOR AREA: 2,529 SQ FT X WOO = $758,700 EXISTING GARAGE FLOOR AREA: ]Oi SO BY X $150 = 9105,150 EXISTING VALUE: $963,860 50%OF- EXISTING VALUATION = $431,925 REMODEL EXISTING FLOOR AREA: 2,629 SQ FT X $110 = S278,190 NEW FLOOR AREA (ADDITION): 399 SO FT X $1 T2.00 = $68,628 NEW GARAGE AREA )ADDITION): O SO FT X$80=$0 ^NEW DECK AREA 288 SSQ T X OFTX$2 3 6.50 = $7,632 \ ' VALUE OF REMODEL &ADDITION = $359,450 (n, DEFERRED SUBMITTALS) PROPOSED IMPERVIOUS AREA SCALE'. I/32'= I'L" LEGAL OWNER DESIGN DATA PENNETTE &TOM CRONE CITY: NEW PORT BEACH USE: BED 821 BELLIS STREET NEW PORT BEACH, CA 92660 ZONE: R•1.6000 CONSTRUCTION TYPE: E (NFPA 130, SPRINKLERED) �\ CONTACT: JEFFREY BENSON (949) 534-2724 CODE: 2019 CRC, 2019, OCCUPANCY: Rd/U LEGAL DESCRIPTION CDC, 2019, CPC, 2019 CEC, 2019 SETBACKSv[ EASURED FROM FACE OF FiNI5X1:� . CMC, 2019 BEES, FRONY`"-- MAPPING ID: LOT: 3T TRACT: 4893 2019 CGBSC, CH. SIDES• 6' A.P.N.: 440.032.04 i5HBMC BEAR- 1. COUNTY: ORANGE CITY: NEWPORT BEACH MAX. SITE MAXMUM HEIGHT: 24' )FLAT ROOFS)/ AREA: EAST BLUFF COVERAGE: 60% 29- (SLOPED ROOFS) SCOPE OF WORK PROJECT DATA COVERAGE S LISTED BELOW INCLUDE ALL COVERED PATIOS COVERED ENTRYWAYS*SITE , BALCONIES, EAVES& ROOF OVERHANGS REMODEL AND ADDITION TO AN EXISTING 2-STORY LOT SIZE: 9,208.52 SO. FT. _"--I----__."�-.,-.-.-1"w-_-�-✓�� SINGLE FAMILY RESIDENCE WITH ATTACHED 3-CAR BUILDABLE AREA: 6,366.67 SQ. FT. REHABILITATED LANDSCAPE AREA: 1,560 SO. GARAGE. MAX. SITE COVEREAGE': 60% EXISTING SITE COVERAGE': 2,779 SQ. FT = BOA 8% PROPOSED SITE COVERAGE': 3,521 SO. PT. = 30.23% JEFFREY JAMES BENSON IS THE D.P.I.R.C. - EXISTING 1ST FLOOR: 1,529 SQ. FT. PROPOSED 1ST FLOOR: 1,761 50. FT. 4+232 SQ. FT.) ME REGISTERED DESIGN PROFESSIONAL IN EXISTING 2ND FLOOR: _- _ 1,000 SQ. FT. PROPOSED 2N0 FLOOR: 1,167SO. Fi. I+i67SO. FT.) RESPONSIBLE CHARGE SHALL BE RESPONSIBLE FOR EXISTING HABITABLE AREA: 2,529 50. FT. PROPOSED HABITABLE AREA: 2,928 SQ. FT. 1+399 SO. FTJ REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING EXISTING GARAGE: ]01 SQ. FT. PROPOSED GARAGE: 670 SO. FT. I.31 SO. FT.1 PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. EXISTING TOTAL STRUCTURE: 3,230 SQ. FT. PROPOSED TOTAL STRUCTURE: 3,598 SO. BY. I+368 SQ. FT.) 1. SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ART STD. 275. SOUND LEVEL NOT TO EXCEED 50 BSA 155 DEA WITH A TIMER; 66 DBA WITH A TIMER AND NEIGHBOR'S CONSENT) PER SECTION i026.045 OF THE NBMC. LOCATION OF MEASUREMENTS TO BE AT ADJACENT PROPERTY PATIO OR OPENING. PLANS MUST BE SUBMITTED PRIOR TO THE INSTALLATION OF EQUIPMENT, PLUMBING, AND ELECTRICAL SYSTEMS. 2. STRUCTURAL DESIGN, SPECIFICATIONS AND DETAILS OF SPIRAL STAIR. S.� OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. ALL DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY. SHEET INDEX T-1 TITLE SHEET & NOTES ON-1 GENERAL NOTES ON-2 CAL GREEN NOTES A-1 SITE/ORAINAGE ALTERATION PLAN A-2 AS -BUILT FIRST FLOOR PLAN A-3 AS -BUILT SECOND FLOOR PLAN A4 AS -BUILT ELEVATIONS A-5 AS -BUILT ELEVATIONS A-6 AS -BUILT ROOF PLAN A-T FIRST FLOOR PLAN A-S SECOND FLOOR PLAN A-9 EXTERIOR ELEVATIONS A-10 EXTERIOR ELEVATIONS A-11 BUILDING SECTIONS A-12 BUILDING SECTIONS Ada FIRST FLOOR ELECTRICAL PLAN A-14 SECOND FLOOR ELECTRICAL PLAN A-15 FIRST FLOOR REFLECTED CEILING PLAN A-16 SECOND FLOOR REFLECTED CEILING PLAN A-17 INTERIOR ELEVATIONS A -is INTERIOR ELEVATIONS A-19 ROOF PLAN D I ARCHITECTURAL DETAILS D-2 ARCHITECTURAL DETAILS D-3 ARCHITECTURAL DETAILS 04 ARCHITECTURAL DETAILS D-5 ARCHITECTURAL DETAILS SCH SCHEDULES T-24.1 TITLE 24 ENERGY CALCULATIONS T-24.2 TITLE 24 ENERGY CALCULATIONS SN.1 STRUCTURAL NOTES & DETAILS SN2 STRUCTURAL NOTES & DETAIL SH.3 STRUCTURAL NOTES S-1.1 FOUNDATION PLAN S-2.1 SECOND FLOOR FRAMING PLAN 5.3.1 ROOF FRAMING PLAN BOA STRUCTURAL DETAILS STRUCTURAL DETAILS WSWHI' STRONG -WALL ANCHORAGE DETAILS 's Wl WSWH FRAMING DETAILS STEEL Sa STROLL STEEL STRONG -WALL ANCHORAGE DETAILS ($S�W'4\ /-'�Ci/' � STEEL STRONG -WALL PORTAL SYSTEM DETAILS FRAMING DETAILS FRAMIN TSA TOPOGRAPHIC SURVEY CONSULTANTS SURVEYOR_ GEOTECHNICAL ENGINEER: RON MIEDEMA L.S. 4653 EGA CONSULTANTS, INC. 23Oi6 LAKE FOREST DRIVE, 04M 375-C MONTE VISTA AVE. LACUNA HILLS, CA 92653 COSTA MESA, CA 92627 (949)858.2924 (949)642.9309 T•24 ENERGY CALCULATIONS: STRUCTURAL ENGINEER: RICK MAURER TITLE 24 INC. R.M. VOLPE & ASSOCIATES 7544 E SADDLEHILL TRAIL 24911 OVERLAND DRIVE ORANGE, CA 92869 LACUNA HILLS, CA 92653 1714)]71-i507 194913054700 NOTES I. ME GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCY. 2. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 3. COUNTY/CITY GRADING ENGINEER SHALL BE CONTACTED, PRIOR TO START OF GRADING, TO SCHEDULE A PRE -GRADING MEETING. 4. REFER TO SOILS REPORT BY EGA CONSULTANTS, INC. FOR GRADING REQUIREMENTS. 5. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO HAVE GRADING, COMPACTION, BACK FILLING, FOOTING, AND UTILITY INSPECTIONS COMPLETED PRIOR TO BEGINNING OF NEXT PHASE OF CONSTRUCTION. 6. SD&ARCH JOB SIGN TO BE DISPLAYED ON CONSTRUCTION FENCE. T. REFER TO GRADING ALTERATION PLAN ON A•1 FOR ADDITIONAL INFORMATION. B. AT JOB CLOSE OUT THE GENERAL CONTRACTOR MUST TEST IOR a PATIO THIN 3 4 FT. TOP OF LAND FROM 10. DEFERRED SUBMITTALS TO BE REVIEWED BY vxVacc: ARCHITECT PRIOR TO SUBMITTAL. 11. GENERAL CONTRACTOR SHALL CONTACT DIGALERT (CALL $111 PRIOR TO ANY DIGGING. 12. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER MAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. ) 13. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY 14. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE ME BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF ` PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE f EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, e AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. i ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE p DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. II OF THE COST s SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL y CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND g THE EXTENT OF THE REPAIR WORK SMALL BE MADE AT THE c DISCRETION OF THE PUBLIC WORKS INSPECTOR. _ CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC 3 RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY a DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY. 15. AN ENCROACHMENT AGREEMENT 15 REQUIRED FOR ALL NONSTANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6. 16. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. i]. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C•42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED -_ GENERAL ENGINEERING CONTRACTOR. 18. ME MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A _- PROJECT 1S LIMITED TO THREE YEARS FROM THE DATE OF ME PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, - //'''' 2019 AS REQUIRED BY N.B.M.C. SECTION IB.M.095. )19, THERE SHALL BE NO FACILITIES USED FOR FOOD _ \) PREPARATION WITHIN OR BE USED FOR RESIDENTIAL - PURPOSES SEPARATELY OR INDEPENDENTLY FROM _ OCCUPANTS OF THE PRINCIPAL STRUCTURE. 20.E FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS, \ AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT -- EXCEED 42 INCHES FROM EXISTING GRADE BEFORE - CONSTRUCTION WITHIN ME REQUIRED FRONT SETBACK "DO NOT BCALE OBAWINGS. VICINITY MAP DATE REVISION Ens REVISION REVISION'. REVISION: JOB K'. 20-037 J3 APPLICATION INFORMATION MdNdN, Caw¢nmpol ESY3cOtPD3.3-EI9mv1 MM1obn rgnortrm p,mr vrfa¢mmoAaalw 4B3-pMIPI3]3i18mr) APPO¢tkn PammmeMN PeubM wWn mint MbwlRe Xnl, i rmonsrebaNlesaNv wnieras [=sollaadcnomra min.l BAnepneuatlon Ptlneslnn prmm n only min.l MlnorlNeflWn Mamure mend.. eubstnte[arildm mm.z Mlwwllmnnxn MOMun baMar. mM.3 Mlno-IIb1bNM1 MUST pradu[e amonolRM1l[, plMokAree flrkn was ammption Dm.The opera ..'Morro man Ida dhM1e refined NfudamebwryKn, pN ft SB'F o'C -dr. mi¢o.Ll -nnMmm B res'LI -ssnlbNa COreTme Vp V00'CI Iam- ]3TIx3'CI Blnwa .1 T(30'CI .lope Appx¢Ibalbnp pu[o.WyppllmNm MnbnMn v M.W- TIm ww Ba•MB OMws 36Fwrs APPLICATION INSTRUCTIONS SUfl51MR MFDAMPOH mbeawnmerbadmM1r es ®Nemm�nM1tlrc .I.,-NCo. A suMale'III-Nommum'. 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Th note mint M adandan ddMmI rammx UMRATIONS pen, ml"el...... are 9G•Me. proper mveraa mast be thane N addenda mdsw¢ On nhvadnfar[N [amrele, gbe¢ grams ae Blood 'rdarpopNn. oN th n:rhre qbr noapplranbnof slka• Maas a Wlp rounds A Nmttm ba rin 3ypUmuveeN. mlimm baMen. 6rymm hash wbflmrs arefiery --Pa.. to erwss .elm. naerzll AaGl.d. hums Nor. mm¢Ms m[ twe ana will W eeereaM D eapmed to ee¢ss in, 'Pew ian of spread wall test pnes mto ..a-fr.mrcbw a, area reporter pdmerapuptin requlramens and .poly pde[e DmWrew from dscAMg gram help, one aaepbbYlry, of Mal AmAAt per. -.A-. more . • Add one 1,11 ad nth mmponent A to one lull inn of rompropeat B 1Mn mYcairn an elemlz I ml mtl mono lift Paper we, pool, al a bw apnea to Nate airea113B}4W IF:) Marm I .III may or Arout is not suffir onAv ibe dome, A Adeaf3mnurersnallbe obnmna mNlne Meg.name until. I .... e NMA mrana=andiMeaee. 5¢ece aaezef Pat l wM mint arm an paddle menwm NI armed are MnwghN.Ned together. • Unmlesa ma¢dal mrdlea to the flao,wIn ml re Pmmy. AP...MEENOO(]Ctl15 Ai Ia.'AM saffron, (In x alren'mz eT) An the ye a mNbm nap mlle, strm that zu Iz aAM user IN dapozdaer Mbsi proM[e A mint, Do MR). 1.. .1 roll anon No Rwr Ina hen wolXing ante. Altempling an wahbwn the Pau III oeau,e ard ..... W hen tine az a .."I'm haM.. ads ".... e znnwlldiI d1haden pmrrowen prepare the Pines -on BASIS OF PRODUCT DATA LEGAL DISCLAIMER .dam. I, oil. be. up on Nadifid mdaemr • REPPoMAINFP mMMo`4O5Ep aepmdlan upm mods meMMa and.1nappena, • KEEP Mn OF NFACN OF WLONEN monversher,appliaaa.n...a s, bstnNxnI, actual •NOFIOAINIEBIML COHSUMIIIOX site ewaltbnr antl [III,-date., -MRINOIIS MU%IX •MR.oFESl1 UK MY OTHER RESTRICTIONS eeah mday, of ramrea e nr nMma, err see nand 6a[mmn, mEnelaNy wamlde, rgass- L the user -Nalwaye mad ma.lbw nap waMngr ana gmm,Npm m oe ENVIRONMENTA4 HEALTH ANBSAFETY PmrmiAlmrt mat M.a,Nodmd--in gets 1. I, Sheet aid adds,getsto Farftmeion. tlonaMrrom.. a.rna.mt deeVawMNarervalkNeae by railingSU,ary x Tnhnlral5mare he IF1 nnsp.ldrear ageaM6Zorpho at am--brantlJ#93armand NonnrngIan-1In -sho relermNeanml safety pred,proto1 arappon ewamrelane "MovitaAxmd1 pMrReLemr,anmemal, wGecul 11 and road nd UWalreelhrvurysand the obngaamarNo.. olm., mad aired aabry Mathap.. XsnmuN 1hMn ddre ex A sump Mabe am lw sand, [sae Xarunem Nal dam mender WUSn¢m Mine uzlrtg Manaaduala rrmLpv0-hoaL Pmatn rep rry pmetN ssaanemvgw t- eaenantl5ahry Daaasheet pdormpeedme SlXawoau[g. ,.A,MIPEc . }ew4za-sum. mrwnatlnano}sv-3egx. slP rerearh m1eW mhen¢rmm manna[Wone edMsads ad.Na.he finds. it oan-,I me drpnaprnanel innmania1read appaaman .-111 tads ae lmma wlmm me paamrr Mdr Mpure.tleterminr wuahNnolpmatN ranntentlM cane MerppneNr ode shin berenmtr. prip,a mMv ,Rail he rM¢a m Me PBMam Ma., Par or in Pfi¢mena of tens pMutt..P.e of ads Raba dada. VME. WARRP ElP Me U.N.R99Wt ®proar.. APPLY INOLWWG ANV WMRArnV OF n. ato MFl1OM .II OR.. FOR AMRMVIAR pumVSE 1. 3gNtL Nm Re. Woo[RAmLEG.LL ant. I. FORT M... PoniNEUSE OF nar _•. PNoouRCal AM NM W INFRINGE M AM PAT �i . Any OMNINTEOECIWLPMPa. PIfiNRNEW are 0711 .1. in Sand woamn are suhlM 1. me nrme and it GMxWna d".wI.. are ..task al mmt.tmmn nnPe:INaska.min/m/w=hlbrmP/getmunaamemane.Mnl 4 /4 alsollw Im1953V.1 Id. PeaiA...m um denuly Abarbwrd IMnF) antl nwaemii pl3wmd-ad b.. w.1.10 troy plain, giber -ply wM bw fwm.a.lryde mnleelun NMo. as and mMr b T.M. 4.504.5 belf-I4.5:ri FOXMALIIMME umas, M=Wum kam.WM tle EmleWom In Parer w MMion PRODUCT MMn Hartlxw] Volpe mre WNxmtl tlmn mile arm ors) 005 Pd ands o00 phyra M.tlN. tlmei Dr. OR Ids dealing fiWMBN 0,13 a Oldenma«a. w..mam..tmamumm. aAa:ml~ mdm.,�,. pm:em. 15. AI dud ana her rdatee air ekldbunnn -1-1 oPeninw arms be ....it NN tape. paau[, dcet mebl or doe, Me"s zalNaMe to Me bnileing Insrearc to rectum Me amount or wales, and ens aebaq arruch may emerfl a ayedm wni Anal abnupartna HVAC embumwL N.Nmf 16, B.M . eaMutl to. snail be ENERGY STAR mmlMbm and be d.d lO ar-Ims. round. 9m buttlblg. Unleee Nnctbnbg As crmpaem at where Iwuw ventltatbn splem, tans nowt Per wanmlktl by a grandam antral ®pabk at vdNddMwt Iren'reer. a reMtrve numWln,vine of Iles Iran M equalb 50%b maximum Bo%. (4.506.11 n. Dud ayshmro am aaaa. designed and a agromnab sdabe usMa Me bnaw'up mattes (odor ): a. E Mbfsn beat has also find gain retain am ding to NJ56ACCA 2 Menus) J-afflyI eebed l Load Cdcub im). ASHRAE nendMob or pp eel design mflwm or mOho s. I. area dust In.. ..ad, to ANSIMCG 1 Manual U-Nat (Byrd.. Dart $lt-m ). ABHHAE nanspooke m ogner putvalenl demon Wgwan or Amgod. NAM Megng and wooly puipment moppo g b ANBVACCA 3 Mandel 53814 UANNN AN Equlpmenl Boledtm) or other pmvdenl d Jon splM'are or meMMm Inelaller and SmNal lnsaagar Ouallflgllons 18. HVAC 9yabm Msbllam Mail In Lalmd and u W Or work uneer erred aupervLskn of UNmd and .Mid In9nlbn In Ma proper NANL M of HVAC ryafem9.(7021) 19, HVAC spadd impedom main be qualMae .,it add to or... mmfmtenm to Ina elsddlne than, are Aspedng. (Mul DODDm.naurn. 20. M aceranun ads M.Hsn tom. -I, CDn rze0.6ieN rdarwm or OMw ppmved roam. shop Fe tamvltled by tore Wueer b Me bidding amupwt w owmc at the Mal wradlm. It shall Aduee We.abonal:em.Mrenanm Mawdlpn aAw avulpmmf am appdanroa. (4A1o.1) 21..-..Ron Mar be p.. 1. mer Md Amsn make.. uAdd comply aids VOC life. As ml fa Tades4.501.1.4.5 .2,64.swa (open ) 22 oxwnenlelNm Mail be pwleed In veM, Min compeite wind pMllda urea ..Me In lolmamM}tle lMik ea selraM In Tadea 4.5W,s(ditro .1) 23. document vion wnbh ....a-. wIM CAL Grwn soda trcludn9 -. lion eowmeno. aMnrinn'I speed or MMd r [w im, andIvm n moats ads Me wrMMflm all b ride CP1 Oran Oovwnenlamin C¢ndianm Cet Mn Iwm (City form) P maulrbe b by, su[mllwd b Ina Bureirg lnapew peorgonrel GvnAng lnelr6alim. (TDa1) PRODUCT DATA SHEET Sika® MB Solvent Free, Epoxy Moisture Barrier PRODUCTDESCRIMON CHARACTERISTICS/ADVANTAGES Slb•MBIsa Hampanent.idvenlha, bwduNly, mMnFfine flm" solids) epary faros. damwma flooring p.Mae, ang"Inng Emy.Der adders apdkbim, Ima-am" mod I. nrennd. flmwg Avers A nit dbbe, .....A, raI, to I."agor, a35¢w that regdre prwamm, Nom ndlwr mwsnre. • Iran.mmrmnmnce,.,a tlwmmnnre '"mtmo USES wademp-ro iiamnards. Sunrorn lamre an be.rs thereat f rot l urtnaniart for, mahtmepm n •_rdMAdmszubnderaywona EammtlMe wxn saaoona•waotl nwdne aenerlves. I- .,an of., mplAWre¢ntwrnm `Ib•d I. e% by Tnmea MAM1M,reelaualmd paid Ml-u anbemN helve Dmnngflwrs .A An Morgan .A An IW %n.H. an el W/4WJflr/34 n(IlApp/9L9m var.1 APPROVALS/STANDARDS Iranian maJdwssar, .-are .-.old AAtlnbtp Mmotalw admdo- aareave reaMme •Meeb [SIMF3pN n wxn. rVitro MdNcd suNbk on -,date,. -at, Sd nexpagano gypsum subslmles. GSB,pMvrca, quarryandtemnpxks. walwsommeatlnuManaMW'ks PRODUCTINFORWTION ereml¢i m. ova arum.i apple ga"+pn zw 0(10 Q No raw dam. .1. 34 months From H¢ of plasmas= If PrmpeM A nMamagwl redea mre t swageranluom sry , ael 11. q. Prmma win_pmry Batley M air0.1 tarn TECHNICAL INFORMATION .DMNlms ]tlays mmM.�_�- __ uazMozzml ranpwsslreSbryM ]man 3ogX1IrH_ Sr(n21 ader­ Pa,meahwzymv3Mwv p• oaypon'241pro-rosin4 wild Esa) SMw Teupenlure J 15e'Fned-m-C) C. PLhN9 . awl., and doulb anau era mmpbnt van von orywm cam W nial ands W ♦tw'"i IMninianb d.SMlwTabk 4.5W.E 14.504.2.11 N ADHKZVOC "UnIs Mra l'weme w.6" { nee A We., And Lsea EXemp Comwwae nu CMRECiORK pPppCAT ONB VCCLMn IndwrmmNetlMeWea T 50 13. Palos, a.are, ads dbar wWered MBA era mmpllenl on VOC ads plow beer -,Mdd1 N.. wl kM In Teo. 4.5134.3. N.MAPC) CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BNLDINC DIVISION tW CMU Canada, dive ) P.O. Boa 17M I NirvpM Bwcn. CA 928Sibgls vnonbex^_ow UFCU 644_3R00 2019 CALGREEN -RESIDENTIAL IS... 1. 2019 CMIIOMa Grwn BU din, SUmmm9 CWa ICGI Is epgkabb k ale flax and anal bulMlrps, Induding bN rid amiW 0, proodurgn apmMenl Dupe, cOntlgniNumu. Iw1Ma, antl plow 1ym9 OI dwxl0nns mn.11@y eI%xMM xrommdeeume Min or diNval mmmm NRMs or asking fedlxle9 regalabd by 1. 13epadra l of Nation and CmmmaW rF d Ni (nri (NBMC 15.11.010. Cut NdMd. 101.3113R 2. .1. CeMr. Green Building SraMerde GAe (Cal h ePpll . b add.. Or INmgIne Of .4aft mdewxy buuebge spare Nit adN or exenxM madams Me roffiega mnailbnea eea, ,dome, w don IF. mandr mok nApril apply ply b anNm whin Nit P'd. area for Me al..reg.re .. (301.1.1) Entirely EIA[Mncv a Naaaaw erne twO rung, ewalM9a ads ..I- wXn etbnned wale gami Ahot hsml a If.. mMl 1 Insh InsNe dto.anM mcaway to asvmmctlale a damaged NW240 vdl mmacn IMPAL NAW.4.1) . TM reari Most Od9Nale .11. mdn.. an dard arld wa krmb.k in to Roger cednd. box ,¢amb -In dam goXlmXy ed Ne pmwmd bcagon plan EV.hw r. b. flat a.. Pa Y car9Ubpewl snag pmNds c wRy b aM A a mkimum 40 ampne dedicatedgran. smug via A,-...farwght., a e hearten arcing...-nl p..In. rev , O TM .M. pmel w ..bawl drag ageamy snmi magi, Me meraunem ..it. d.vk.. edamreron har... EV MmgbO a.'EV CAPABLE' d. The we yterminN l llOnmoll bed am lly ads Mill maMW as'EV CAPABLE.' Malachi ComNmp Bon Mind Resources ERIG.n ng 4. Mnular spaces amund piano ebdnc obka Wntlulb or door apwdpa In Ws)[ ono pkgm el pvlmi. walls ..It M on. ap,net Me pamallo or rWenle by dining mdn peons. our memmwnr tt4lnan meepm «lMrAlmllar meAW (4405.) S Counde ands, Or am dry. son. benMLse bed, to recyd6 ane(ar dillA A As or on on d 05% of Me nonbaaeNom mnabudbn and eamdidon wrote. (4A1(iT Call Water ERlckncyaDo ConaervaRon 5. New mabenlul eeveapnange AF ll annpW wlln Clya watwemremlaMcrew ordnanro.(Cantu, NBMC 14.1]) T Plumbing OMms and AMlga thal cwnptywMft MMwlp(6303.1): FlYNRETYPE NAYIRIUM FLOW - .8MTE Bind snmea 1.8 Be day Maine .STawerMaes Mx nb W19 R M nUM removal Fag 1.2 m I 50 Bue Pammm ana PubMwalav FeLmis 115werrill KMTwl Falmk 18 man day g0 Me M.1n F.m 0.3 Mm r mmhmn Wdc Cbwb 120 elbrsXlusM1t Wnll Noumea Umal n125 IlmsIAUM AI OtherTvwe 0 CARP as gdleal `Nrandrare wat mvau,mwsnarrw.nw:+.araPa.,.r.r...i..,:.t.ee.amaenrnnmawaauw a. wm.rmm.m=m...«.wirwmn.�amma EnWmnmBnfalEnWmnmengl Oud� g, Mo'oWre .Mad of bWMlp memdal... In wan old flaw NNIN, Is ampkee ad- en eaeun aaaadin, as one of No IdMMng(A.,31'. a. Mason =War moll be ddmmdad aids Mnw A pmbal3pe Or codadiyp =Wum minor. Equtvahad mdsbre vmgimrbn Mo.. may be Mandol by Me edmdrg .9.1 ads sill .I.yaequlnmenblwrd in Satan 1010IX NM map. b. .....him anal be UMen d a pdnt 2 feet (619 mml m 4 fed (1219 na l rmn Me ands dumped mid o1mU piano 0 M ve0ed. I. A meal 9nw mntlam mdslum ma6p9 sMl be p.f.W on wall dads sox one lnp.0 tkmmBnmrm awlvdmA As No aff=M dam, plmAdee A theOlson of on lord, -Me wdl ads Am bemNp. e. Awaml pffi ads wvlAg9 " mad 9re Pr u6mao MIR 18n14 for ROC In Section MIUMpa1(21 eve inner Prue mgarremerrk in sages¢9tfoor 111 and (full) d oe Cagkmw Coed Hegaldkns. Tile t], mmmendrlp wit Sed4m 96520. (4.594.23) 19. Carps) and oryd splems sndl [e mmplleN WM doe mlmwlng (Annular 3): a. Caryl And Rp upsouk's Gmw l®`wI PGS PnAr . b. Celgrmb Ga.drlrem a l'r F9r Health Sg[irl•aom Ot350. preparing Inid No Cads) bvd it 3tledo. CeD,.As Sysmms Indoor PtlorNarm^' Gooks 11, Minimum W%ndoor area rewrv'w9..ilknl MMpahad comply with ono of 8n bMwirg (4 mar a): a. VOC mnwkn Nepal dented In Me GdIBbMve Iw Hon Pedwmanm $[raid (CHPGI High Pafmmanm Pmeucl..Ms.. b. Pl .s mrMed under lR GREFNGUARO Gap. a. ....,it. tors .111.. 1. Cmernp $.We (RFCB Flmr6aoe Pm9nm. an Gelumle 0epemmenl Al PRAM Nit.. Spa.. o135a E ou Is `3 a N c It In In F$ ¢ per p Axe N . P of Z W '.W1 tl DATE' REVISION: 2 P�'mMMFxts REVISION: REVISION. REVISION: JOB IF:2 037 QNo2 GARAGE _ I oa ac - - Q^n L — — — — -- LAUNDRY I BATH I I ra ac ENTRY LIVING ROOM FAMILY ROOM ni ac KITCHEN STUDY IININ�G ROOM ,. ea ac zu cm I I i WALL LEGEND EXISTING WALL TO REMAIN - - EXISTING WALL TO BE DEMOLISHED DEMO NOTES: 1. TEMPORARILY SNORE & SUPPORT THE EXISTING STRUCTURE & ROOF FRAMING. AS NEEDED. 2. CAP ALL UTILITY AND DRAIN LINES AFTER DEMO. AS NEEDED. 1 PFlOJECT NJMH N %AS-BUILT/DEMO FIRST FLOOR PLAN C SCALE: 1/4• -0- Q 0 J D a 00 UQ I DATE: REVISION: I occu+u:xis REVISION: REVISION: REVISION: JOB #: 2mv OD��c$ Qo2 A C A-2' _ I? p s' 37" 'E" 3'-O' 8 24 1 IS' 3' D" 8 y 1'4' 1 LET 20'- 2., UP 3R q 4 fW-C MIN. CLEAR REQ.) T-q' j -' f- CSECONE D.S. ® . . DCATIONOFOR OF SECOND FLOOR _O � 3 -3 NEW ELEC. ABOVE NEW WRAP- PORCH PANEL; Z014TRACTOR O = AROUND I VERIFY SRE 6 GARAGE � _ LOC'N m CAL EDISON PRIORTO PROVIDE I LAYER S/8"tYPE SJ < J U II a ) i'-0" a ~ ATI INSTALLATION BUNG AND LAYER ALLS 4 4'-416' 04 8'-8 8'-38" 3'-il 16 8•-0•• a G MD AC o L — SHADED FLOOR AREA INDICATES U PROP OSED ADDRION TO EXISTING CONDRIONED SPACE - '--' Q" e❑ `F_' m- LI a (CONVERTED FROM GARAGE) 3'-0" REFER UNDER -FLOOR All - 1 � I4EWWAT WALL ENTRY A7 VENTILATION NOTES - ER R HEATERS VENTED VENTEO IO FAUI 4 p{T 3R 3R THE EXTERIORTS O DE WA„ OF GARAGE: SIN DOVE FF. E: MIN. 4'DIA. LAUNDRY EXHAUST EA DUCT. PROVIDE POWER NDICATES PROP SED o-4 TYP. MIN.t48RL - - VENTILATOR ADDITION TO EASING O R / EXIST'G ELEC. PANEL TO BE RELOCATED 11'-6" 4'-I I" Z-6" 2'-' W/0 - - - - CONDITIONED SPACE -CRAWL SPACE#3 mJ STACK MEWALL MINE 116'IE% 11 _m m-F 24 / STORAGE W O ill, 3' 0" 2' 6" M w 1 n P.lie u❑ �- ,,, U D YI UP 13S @ 6_84"EAY Q RO M / - Q BATH 1 o ART WALL EXISi'G - 3 4 FIREPLACE - ENCLOSED AREAS UNDER STAIR SHALL 3'- 4 o-s i0 REMAIN 8- ]'S" BI J OI HAVETHE WALLS ANO $ ]q, ' - UNDERSIDE OF THE - °t ❑i Q STAIR PROTECTED WITH O 5/6 TYPE K GYPSUM BOARD MWDIL- 42" - 41" ,31m 1' D" / PeumV RAWL SPACE C4_ FAMILY SINGLE DISGSINK ..,,�.��., UDI"I"MG 4- STEM 2W�ALL: MIN. ROOM EDROOM I rIM ILW❑° ABV, n 8-CRAW EXIST PACE IBCR KITCHEN CRAWLSPACE qq L_ bw 12 ACCESS i� INDICATTES PROPOSED AIR L -- ADDITION TO EXISTING I SWITCH 48" I N ❑ CONDITIONED SPACE RANGE p° BI o HOOD ABV. WALL PANEL i w 5 N o3 KITCHEN r UP n / ECOSMART o-s SIM. o-° m 3R v XL700 m _.. O' 4 D UHAN FIRE COVERED __- e� TYP. - PATIO -IN MASONRY MASONRY BA Ud &BA CK WALL- J 6-1 01q" 5'- ]-BA I-]. c ABV. ABV. 4• m 5-42 S-"' D. 1 {y 6._0 WALL PANEL 26-I I 4 I I'- " S.Y.S.e. OUTLINE OF SECOND UP CRAWLSPACE#2 4 UNDER -FLOOR VENT, FLOORDE SECOND 3R ACCESS THROUGH o-4 TYP. REFER UNDER -FLOOR (E) STEM WALL MIN. UNDER -FLOOR PLANTER 16 X 24^ VENTILATION NOTES BUILT IN WOOD I-0 BACKREST / "a g•- e. 8- B . I t DECK BENCH / RAINS -IN---- 9 d 6- &6 6 THROUGH 2XDDECKING) CRACCESSCE p eUlli It IN Rn�'. C pi THROUGH 3 MASONRY " STEM WAIL f' A-11 A-12 _r MIN. 16"X24" y EBACNCH WITH / FLOOR RAN NOT SEE BACKREST NEW / FLOOR PLAN NOTE#I, FIRE 1 3R PLANER / / p`L PLANTER BBQ i BAR I / 4._10 2 O.. 2 B. 6' W 15_44 E.G! NORTH 432 N iFIRST FLOOR PLAN SCALE: 1/4'=1'-0 FLOOR PLAN LEGEND NEW GARAGE AREA NEW HABITABLE AREA WINDOW TAG; ❑° REFER TO WINDOW SCHEDULE, SCH O DOOR TAG; REFER TO DOOR SCHEDULE, SCH WALL LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED - NEW WALLANFILL FLOOR PLAN NOTES 1. SPIRAL STAIRWAYS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS (R311.7.10.1): A. MAXIMUM RISE OF 9-1M- AND MINIMUM RUN (TREAD) OF 6.75" AT 12" FROM NARROW EDGE S. MINIMUM CLEAR WIDTH OF 26" N� C. MINIMUM HEADROOM OF 6'-6" 2. FOLLOWING DEMOLITION, CONTRACTOR TO PROVIDE A SIKAV MS EPDXY SEALANT CAPILLARY BREAK AT THE TOP OF THE EXISTING SLAS AREAS OF THE LAUNDRY & STORAGE ROOM THAT WERE CONVERTED FROM THE EXISTING GARAGE. REFER TO SHEETT-1 FOR THE APPROVED AM&M FORM. SEE ALSO THE SIKAS MD SPEC SHEET AND INSTALLATION INSTRUCTIONS ON SHEET GN-2. UNDER —FLOOR VENTILATION NOTES ATTIC VENTILATION CHART NEW �o¢u5 d UNDER- N z� oom p135 FLOOR �^ ��� Uyt v 4N &F wF� n� LOCATION 2 Owao io�5555`0 Q� ¢am a3N AREA1 EXIETINGTOREMAIN AREA 2 103 1 .69 +2 1 +3 AREA 84 .56 +2 1 +3 (PORCH) (PORCH) 481 3.21 +2 3 +3.5 AREA 5 (DECK) 447 2.98 +2 3 +3.5 TYPICAL UNDER-FLOORLCRAWL SPACE VENT W/ CORROSION - RESISTANT WIRE MESH OR OTHER APPROVED MATERIAL W/ %° MIN. AND $" MAX. OPENING, PLACE VENTS TO PROVIDE CROSS VENTILATION & ONE VENTILATION OPENING WITHIN 3 FT. OF EACH CORNER. NET FREE VENTILATING AREA SHALL NOT BE LESS THAN T} OF THE CRAWL -SPACE AREA. AS DATE REVISION: REVISION: 2 REVISION: JOB #: 20a37 REN. 9J23 Q-7