Loading...
HomeMy WebLinkAbout3279 Gray Street,WFee,q u COMPLETE ENGINEERING SERVICES, INC. SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS PROPOSED SINGLE FAMMY RESIDENCE 3279 Gray Street Wheat Ridge, Colorado PreporedFor:: Harlwood Homes, LLC 4134 Fenton St. Denver, CO 80212 Attention: Mr. Brent Metz uw, CT -o 2 ,IOC/ Edward°. D.Ford,,.«� Project Number. 21-11614 August 18, 2021 15385 WEST SIXTY FOURTH LANE, UNIT 101, ARVADA, COLORADO 80007 303-279-8418 TABLE OF CONTENTS SCOPE................................................................1 PROPOSED CONSTRUCTION .................... ............................1 SITE CONDITIONS ............................. ........ .................1 SUBSURFACE CONDITIONS ...................................... ..........2 FOUNDATION DESIGN SPECIFICATIONS .............................. .......3 DRAIN SYSTEMS .................................................... ....4 EXCAVATION SPECIFICATIONS .................... ....... ..... ............4 FOUNDATION BACKFILL ........................................ ..........5 INTERIOR FLOOR SLAB CONSTRUCTION.....................................6 LAWN AND LANDSCAPE IRRIGATION ...................... .............. ....7 INSPECTION AND CONSULTATION..........................................7 FIGURES TEST HOLE LOCATION PLAN.......................................FIGURE 1 TEST HOLE LOG ............................. ............. ..............2 SWELL -CONSOLIDATION TEST RESULTS ................................. 3 c 4 DRAIN SYSTEM DETAIL..................................................5 WINDOW WELL DETAIL ................................... ................6 TYPICAL EXCAVATION PROFILE .............................. .............7 PROSECT NO. 21-11614 August 16, 2021 Page 1 of 8 A geotechnical and geological engineering investigation was conducted at 3279 Gray Street, Wheat Ridge, Colorado, to determine foundation design criteria for a proposed single family residence. Recommendations for design and construction, based on soil and groundwater conditions, are provided. This investigation does not include evaluation of soil ox groundwater fox the presence of pollutants or other environmental hazards. Conclusions and recommendations presented are based on results of a field and laboratory investigation, other investigations conducted by this firm in the area, and experience with similar projects and conditions. PROPOSED CONSTRUCTION Plans call for constructing a single family residence on the property. The residence will be three stories over a full -depth basement. A wood frame superstructure will be supported by a reinforced concrete foundation. An existing residence will be razed and removed. SITS C ITICMS The site is in a partially developed residential subdivision in Wheat Ridge, Colorado. The surface within this lot is relatively flat. Vegetation consists of shrubs, trees, sod and groundcover plants typical of landscaped residential property in the area. There are no apparent geologic hazards that should affect the proposed construction. PROJECT NO. 21-11614 August 18, 2021 Page 2 of 8 SMSZREA CONDITIONS Subsurface conditions were investigated by drilling one foundation design test hole in the anticipated building envelope. Approximate test hole location is shown in Figure 1, Test Hole Location Plan. A test hole was also drilled in the adjacent lot to the south. The test holes were drilled to depths of 25 to 35 feet and samples were taken at various intervals based on anticipated foundation bearing depths and materials encountered. Lithologic logs and Standard Penetration test results are shown in Figure 2, Test Hole Logs. Soils have been deposited by wind, low-energy stream flow and in-place weathering of the underlying bedrock. Test holes encountered four feet of silty, sandy, clay overlying six feet of sandstone. Claystone was present beneath the sandstone to the total depth investigated. Bedrock has been mapped by the U.S.G.S. as the Denver Formation. The Denver Formation consists of silty claystones and sandy siltstones interbedded with sandstones and conglomerate lenses. One-dimensional swell -consolidation testing was conducted on one representative soil sample from a depth of three feet and three representative bedrock samples from depths of 9 and 24 feet below existing grade. Results indicate soil has low to moderate swell potential and the claystone and sandstone have low consolidation Potential. The soil sample swelled 3.0 percent when saturated under a constant load of 1000 pat. Bedrock samples consolidated 0.1 to 1.0 percent under similar conditions. Detailed swell -consolidation test results are presented in Figures 3 and 4, Swell -Consolidation Test Results. PROSECT NO. 21-11614 August 18, 2021 Page 3 of 8 Groundwater was measured at a depth of 15.5 feet in TH-2 immediately after drilling. Groundwater was measured at depths of 16.5 and 15.5 in TH-1 and TH-2, respectively, when holes were checked three days after drilling. Due to the geologic and topographic location of the site, it is unlikely that groundwater will affect the residence during or after construction. Groundwater may become more shallow following periods of heavy precipitation. Groundwater conditions can be better evaluated during construction by observing the foundation excavation. FGGNDATzm WSZGW SFSCIFXG XWIS The residence and accessory building foundations can be supported on continuous spread footings and isolated pads designed for a maximum contact pressure of 2000 psf. Maximum contact pressure shall be calculated using full dead load plus full live load. Footings shall be constructed on relatively undisturbed native soil or sandstone that is smooth, even and free of organic materials, debris or rocks over three inches in diameter. Footings shall not be constructed on frozen or saturated soils. Foundation walls and other walls retaining soil that are restrained at the top shall be designed to withstand an at -rest lateral earth pressure of 45 1b/cu-ft/ft. Walls retaining soil that are not restrained at the top shall be designed using an active equivalent fluid pressure of 30 pcf/ft. A pull-out friction coefficient of 0.8 shall be used for soil retaining structures using geotextiles as reinforcement. An equivalent fluid pressure of 290 pcf/ft shall be used for passive lateral soil pressures. Concrete -to -soil friction coefficient shall be 0.4. PROJECT NO. 21-11614 August 18, 2021 Page 4 of 8 A drain system shall be constructed around the exterior basement foundation perimeter. The drain system shall be constructed in compliance with details shown in Figure 5, Drain System Detail, and shall be graded to a sump pit with an automatic pump. The pump shall discharge to the ground surface a minimum of 10 feet from the structure. Bottom of the sump should be above the seasonal high water level for normal -depth basement construction. Particular attention shall be given to placing polyethylene along the bottom of the exterior drain and up the foundation wall and to proper grading of drain pipes. Improper grading, such as high or low spots in the drain pipes, could result in damage to the foundation and superstructure by overwetting of foundation bearing soils. Window well drains shall be constructed in conformance with specifications contained in Figure 6, Window Well Details, and connected to the foundation drain system. MMVAPIWi SPECIFICAPIWJB Soils encountered within the excavation profile are Type a according to OSHA classification parameters. These soils should hold a vertical face for a short time, but excavation sides may slough and/or fail if not retained. A typical allowable excavation profile is presented in Figure 7, Typical Excavation Profile. Excavation requirements are: 1. Vertical cuts may be made to a maximum depth of four feet. The excavation shall be benched and sloped in conformance with Figure 7 if excavation depth is greater than four feet. 2. The excavation shall be set back from the property line a distance equal to the first vertical cut depth. PROSECT W0. 21-11614 August 18, 2021 Page 5 of 8 3. Maximum allowable effective slope of the excavation shall be 1:1 (horizontal to vertical) or 45 degrees. Excavation shoring will be required if property constraints prohibit achieving this profile. Crawl -space and garage -depth excavations may have vertical cuts abutting the property line without shoring. 4. Roof gutter downspouts and surface drainage from this, and adjacent, properties shall be diverted away from the excavation during construction. Temporary shoring elements shall be designed to withstand an active lateral earth pressure of 30 pcf/ft and a passive lateral earth pressure of 275 pcf/ft. Shoring design and specifications can be provided if required. Backfill placed against foundation walls shall be free of trash and fragments of rock over six inches in maximum diameter, moistened and adequately compacted to prevent excessive settlement. Walls should be a minimum of seven days old prior to backfilling. Walls should be backfilled on both sides simultaneously. Controlled puddling shall not be used. The ground surface shall slope away from the foundation. A minimum grade of 30 percent (one foot in ten) shall be provided within 10 feet of the structure, or as far as property boundaries permit, where the surface is not covered with concrete or other haidscaping. The owner should periodically inspect the surface around the foundation to locate and Correct grading problems that may occur due to normal foundation backfill settlement. PROJECT NO. 21-11614 August 18, 2021 Page 6 of 8 INTERIOR FLOOR SLAB CONSTRUCTION The builder and/or owner should be aware that concrete floor slabs placed on native soil on bedrock may move if support materials become wet. Construction of a suspended floor over crawl space is one means Of minimizing risk that slab movement will occur. Expansion potential of soils at, and below, interior floor bearing elevation indicates there is a low risk of significant floor slab movement. Procedures that will help improve slab performance, minimize potential for movement, and help prevent damage, if some risk of movement can be tolerated, are: 1. Subgrade should be prepared based on the soil type encountered. Granular soils should be wetted and thoroughly compacted prior to slab placement. Expansive materials should not be compacted more than necessary during excavation and construction. Clays and silts should not be allowed to dry excessively. The surface should be thoroughly wetted 24 hours prior to slab placement. 2. A minimum four -inch -thick layer of 3/4 -inch crushed aggregate or washed gravel shall be placed beneath the floor slab. Gravel shall be covered with a minimum six mil plastic vapor retarder. 3. A four -inch -diameter PVC conduit should be provided through the slab into the gravel layer near the mechanical system to provide for future mechanical ventilation, if necessary. 4. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and utilities to allow independent movement ( i.e., a "floating slab"). 5. Joints should be scored in the slab at maximum 200 -square -foot areas. 6. A minimum void space of one -and -one-half inches should be con- structed above or below any nonbearing partition walls. In finished areas, any furring strips, drywall, paneling, etc., should stop a minimum of two inches above the floor. 7. water pipes should not be placed under the floor slab if hot water is used. A flexible connection should be used to allow some movement between the furnace and the heating ducts if forced -air heating is used. PROJECT NO. 21-11614 August 18, 2021 Page ] of 8 B. Flexible connections should be used on all mechanical systems Placed on floor slabs. All plumbing which extends below floor slabs should have flexible connections and allowance for movement with the slab. LAWN AND LANDSCAPE IRRIGATION Lawn and landscaping irrigation shall be controlled to prevent additional wetting of subsoils. Automatic sprinkling systems shall be placed so that, under full pressure, spray does not fall within five feet of foundation walls. Drip or mist irrigation systems shall not be placed within five feet of foundation walls. Installing any portion of the irrigation system within five feet of walls should be avoided. Decorative landscape, such as rock and/or bark should be used in areas next to foundation walls. vegetation planted within five feet of foundation walls should be hand watered and this watering should be minimized. Downspouts and sillcocks should not be allowed to discharge directly on the ground surface. Splash blocks and/or down spout extensions should be used to discharge water beyond foundation backfill where backfill soils are not covered by pavement and/or sidewalks. The owner is encouraged to read A Guide to Swellinu Soils for Colorado Homebuyer5 and Hom own rs, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are applicable to all residential construction in the Denver area, regardless of soil expansion potential. INSPECTION AND CONSULTATION In any subsurface investigation it is necessary to assume conditions encountered in the field investigation are representative of the PROSECT NO. 21-11614 August 18, 2021 Page 8 of 8 site. Actual conditions may differ from anticipated conditions. Subsurface conditions should be verified through visual inspection of the foundation excavation by a representative of this office prior to Construction. Footing forms, reinforcing steel placement in foundation walls and drain system installation should also be inspected to ensure compliance with these recommendations and engineered foundation plans and comply with Denver Building Department requirements. We are available to discuss the contents of this report with you. Please contact us if you have questions or when further consultation or inspections are required. WFee,q u TEST HOLE LOCATION PLAN es0 3279 GRAY STREET WHEAT RIDGE, COLORADO I I I •TH-1 EXISTING SINGLE OTH-2 FAMILY 3267 GRAY STREET ESIDENC I I m 3253 GRAY STREET I EXPLANATION •TH-1 rauxonvdH DESIGN LEST Hae 30 1® Test home are located using toping and map SCALE: 1' - 30' Palenc Locations should he considered methe only to the degreeimplied cy me od used. renk� 2101111614N0• COMPLETE ENGINEERING SERVICES FIGURE 1 TEST HOLE LOGS TH-1 TH-2 0 — 0 — ]13/12 location of standard penetration ]24/II 5—C tem. Indicates 13 blows with a 140 pound 0.0R hammer failing 30 inches were rewired to ® CLAY: silty, sandy [metllum grafted], wary firm. Jr!" a 2.5" diameter sampler 12 Inches. 350/12 C't 50/1 :5: ] potential s percent swell 10 — 5-D 1.1R 10—.: .3 ] H1/B Indicates approximate location of boundary i 1_15— 15 — J — 1 - - 30/g — 3 20 — 2 1-11614COMPLETE 20 — 25 35 — tjj 30/5 25 DRY ® 0 EXPLANATION: Indicates ]13/12 location of standard penetration 5—C tem. Indicates 13 blows with a 140 pound 0.0R hammer failing 30 inches were rewired to ® CLAY: silty, sandy [metllum grafted], wary firm. Jr!" a 2.5" diameter sampler 12 Inches. Inst. brown (CL) e—C indicates somi tested for seell— potential s percent swell (ijsolleatlon or consolidation snx0sravE: predominately medium grained, tore. moist. brown ® CLAISTCNE: sandy, hard. mwm. gray Indicates approximate location of boundary between IithWryic units. Transition may be gradual. DAZE DFpLIED: LLT 9, 2021 jZ Indicates depth to water measured at gi"n number of dugs after drifting. Cav ® D Indicates no groundwater present at time evi J f di easier vj N0 2 1-11614COMPLETE ENGINEERING SERVICES FlGURE 2 p� 3 O 2 1 M 0 1 D 2 3 4 4 SWELL—CONSOLIDATION TEST RESULTS MOISTURE CONTENT: 20.8% UNIT DRY HEIGHT: 93.0 pc! DESCRIPTION: Sandstone, brown—tan FROM: TH-1 AT 9 FEET 1.0 10 APPLIED PSE (keQ CONSOL UNDER CONSTANT PRESSURE DUE TO NETTING 100 M■■111111m■■11 • DRY WIGHT: 102,5 pcf •R ..TH-2 AT 3 FEET ME■11111f ��■111111��■111111��■111111 0\■1 ��■111111��■I�.Ilii ' mo■lliiiiim■111111��■111111 M■■111111M■■111111M■■111111 ME■111111ME■111111M■■111111 M■■111111M■■111111ME■111111 M0■111111M■■111111M■■111111 10 10 APPLIED PRESSURE (ksQ 210.11614 N0. COMPLETE ENGINEERING SERVICES I[elf] FIGURE 3 0 F `c 2 z N O 3 4 3 g 2 K 0 1 F 2 9 3 2S 4 SWELL -CONSOLIDATION TEST RESULTS MOSTURE CONTENT: 213% 1 UNIT DRY MIGHT. 108.6 pal DESCRIPTION: Snndstone, Drown -tan FROM: TH-2 AT 9 FEET IER CONSTANT I SA PRESSURE DDUE TO WFTTNG V.1 1.0 10 100 APPLIED PRESSURE (kms MOlMREUNIT DRY WEIGHT: i, 94.2 pof DESCRIPTIONC"T.: Cloyetone, gray FROM: TH-2 AT 24 FEET CONSOL DER CONSTANT I I I I I I I III , i___+_t_" III PRESSURE DUE TO MTPNG 1.0 10 OWED PRESSURE (kef) mo PROJERCT4 NO. w;� COMPLETE ENGINEERING SERVICES 100 FlGURE 4 WFeeq u DRAIN SYSTEM DETAIL m FLOOR SYSTEM FOUNDATION WALL EXPANSION JOINT FLOOR SYSTEM + 5 MIL POLYETHYLENE MINIMUM 4" CLEAN GRAVEL (MINUS 3/4% FOOTING MINIMUM 8" CLEAN GRAVEL (MINUS 3/4") 3" DIAMETER PERFORATED PIPE MINIMUM SLOPE 1/8" PER FOOT. DISCHARGE TO SUMP WITH AUTOMATIC PUMP OR GRAVITY OUTFALL. FINAL GRADE COVER WITH +5 MILL PLASTIC AND DECORATIVE GRAVEL — FOUNDATON LEXCAVATION + 5 MIL POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG BOTTOM OF EXCAVATION MIRAR 140N FILTER FABRIC OR EQUIV. 45 DEG. MAX. 21-11614 N0. COMPLETE ENGINEERING SERMES FIGURE 5 WINDOW WELL DETAIL NOTE: HARDSCJONNECTD WELL CANNOT TO PERIMETER DRAIN. FLOOR SYSTEM EGRESS WINDOW MIN 3' CLEAN GRANEL COMPACTED EARTH MIN 109. SLOPE FOUNDATION WALL EXPANSION JOINT FLOOR SYSTEM .` f •�4' 1 1 = - I i-9 FOOTING DEPTH OF WINDOW WELL VARIES WT -1 WINDOW ELEVATION AND GRADE i— WINDOW WELL VEMERGENCY LADDER 21:49 OVERFLOW WINDOW DRAIN CONNECTED TO PERIMETER FOUNDATION DRAIN INLET SHALL BE MIN 6' ABOVE COMPACTED SOIL AND COVERED WITH A GRATE OR SCREEN PROJECT NO. 21-11614 COMPLETE ENGINEERING SERVICES FIGURE 6 WFee,q u TYPICAL EXCAVATION PROFILE ms0 3279 GRAY STREET WHEAT RIDGE, COLORADO EXCAVATION SPOILS 6' MIN -1 HORZONTAI DSMlE FROM FWNOATON WALL TO TOP OF EXCAVAnON OR PROPERTY T— UNE SHN 9E NO IESS THAN 1X EXGVATIW OEPTI FWNOA➢ON LH MIN. I PROJECT N0. 4memmo, 21-11614 COMPLETE ENGINEERING SERVICES FIGURE 7 -I PERSPECTIVE "'All work shall comply with the 2018 IRC, 2020 NEC and City of Wheat Ridge Municipal Cocl Solar- Ready Provisions Per T103.9, T103.9 (RA103.7) Electrical service space. The main electrical panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder location or the main breaker. Project must comply with 2018 IRC Appendix F for Radon Control Methods 'Approved construction plans, and documents shall be on-site for all inspections. 'Work shall not be covered or concealed withouel inspection. W R IEwm FOR Four conPmwa Mal oral eneso evel son the apliksbe Wenn is ercatm me ea. m:ab rnai. Rmnonam. be a a mwu,o for Mae missal. Re assn ?oecmenu Mal am R A late ad oNaacel M m f were evena thereof R Re Lmtt f � W ITA I -F] ve W 33rd Ave W 33rd Ave Par 0 O Li 0 V� q W 34th Ave z Permit may be ISSUED with the fallowing conditions: 2 — 1. The Applicant shall either agree to reconstruct the existing d W 33rd Ave substandard improvements to bring them into confom ce with BY: REM, Development Review Engineer current standards, OR 0 —2. The Applicant shall provide funds in the amoml of $1,624 in lieu of N 0 COMMENTS: 3. If the Applicant wishes to have the Building Permit issued without roaraft In ^w, W reeveaww men" Bear C.O. providing the fees in lieu as stated in item #2 above, the Applicant Reviewed by the City of Wheat Ridge Engroeerhng Division '.£may Permit may be ISSUED with the fallowing conditions: APPROVED — 1. The Applicant shall either agree to reconstruct the existing � A substandard improvements to bring them into confom ce with BY: REM, Development Review Engineer current standards, OR 0 —2. The Applicant shall provide funds in the amoml of $1,624 in lieu of DATE: 11/0212021 construction of the improvements. COMMENTS: 3. If the Applicant wishes to have the Building Permit issued without roaraft In ^w, W reeveaww men" Bear C.O. providing the fees in lieu as stated in item #2 above, the Applicant hereby agrees to perform the reconstruction of said improvements and Wheat Ridge N mdemta ds the Certificate of Occupancy shall be withheld until such Z }p time as the work as been completed to the satisfaction of the City. L' a '-J Refer to additional redlined comments found on Sheet A002. M Prior to issuance of the C.O., a Grading Certification Letter shall be 1 required from the Engineer of Record certifying that the final grading Ell has been completed and the drainage and added impervious surface is r in general conformance with the Drainage Letter from Baseline Engineering approved on Jane 22, 201 S. M� Rocky Macsalka, Development Review Engineer, 10/27/2021 C_ in 'f W 34th Ave Mortell Consulting 0 W 33rd Ave W 33rd Ave Ah3265 Grav St. Wheat SITE: 3279 GRAY ST El n I Sons of Italy V d u Ave O ❑ ❑� car _F7 D n r--1 L� O �i 7I X Ll n d ❑ ❑ luta W 33rd Ave m FIRE EXTINGUISHER CABINET GYP GYPSUM � A HOSE BIB -. In NEW 0 F TYP TYPICAL Iglesia Bautista m V ui Wheat Ridge N Z }p L' a '-J M o r, in W 32nd Ave Ell r n I O M� Tinz ry 0 d NO p THESE DOCUMENTS ARE 'BUILDERS PUNS'. THE CONTRACTOR WARRANTS - } ❑ u SKILL IN CONSTRUCTION NECESSARY TO BUILD THIS PROJECT WITHOUT u FULL ENGINEERING AND ARCHITECTURAL SERVICES, AND, FOR THE REASON 110 0 Q All landscaping shall be installed in accordance with the Met to protect completion or granting app roR scape THIRD poor Fo Issuance o a 7. Reviewed for mmog Functional Planning Division bytsion � 4of a Certificate of Occupancy, an As- landscaping cannot be installed prior to C.O., a landscape My of wheat Ridge Planning oivision :,may guilt Survey or Improvement Survey escrow agreement with financial guarantee in the amount APPROVED / Plat shall be submitted to the City. of 125% of cost of the installation shall be required. and constructing o Couctin i is rosponsiblc for locating property lines GRAY S T LOT 3 BY: W pM con require improvements according T the approved October 15F!2021 plmr and required development standards. The City is no[ DATE:responsible for inaccurate information submitted within the COMMENTS: APPYOV@d with the plan set and any construction errors resulting from following conditions inaccurate information 3279 GRAY ST The first 25' ofa driveway room the existing As part of the foundation inspections and PRIOR TO edge of pavement into the site shall be WHEAT RIDGE C O 80212 proceeding with any further constructioninspections, a surfaced with concrete, asphalt, brick pave WHEAT completed, signed and sealed, Foundation Setback and or similar material. Contact Dept of Public Elevation Certification Certification shall be subml@ed to the City for Works for ROW Permit 303-235-2861. review. The certification form shall be fully completed by prior to issuance of a CO, I trees) shall be . a Professional Land Surveyor licensed in the state of planted within the front setback. Colorado, stating that the foundation was contacted in ISSUED FOR REVIEW 09/22/21 compliance with all applicable minimum setback and In addition, no less than twenty-five percent (25%) of the elevation requirements of the City. USE CITY'S groes lot area and no less it= one hundred percent (1110%) STANDARD FORM. of the front yard shall be landscaped. SHEET LIST PROJECT CONTACT CODE INFORMATION A001 COVERPAGE 09/22/21 OWNER: HARI`NOOD HOMES PROJECT NAME: GRAY ST LOT 3 RESIDENCE A002 SITE PLAN o922/21 TYLER DIVINE A003 SCHEDULES 09/22/21 BRENT METZ PROJECT DESCRIPTION. HAS, 3- STORY ABOVE GRADE SINGLE TYLERSSHARTWOODHOME.COM FAMILY RESIDENCE WITH BASEMENT, 303-902- 7197 Attend (ECC DOCS 08/22121 ROOFTOP PATIO, AND ATTACHED 2 -CAR A100 EASEMENT PLAN 0922/21 GARAGE A101 FIRST FLOOR .08122121 ARCHITECT: KOCH COVOTSOS ARCHITECTS PROJECT ADDRESSES 3279 GRAY ST A102 - SECOND FLOOR -09122121 CONTACT: CASSANDRA COVOTSOS WHEAT RIDGE, CO 80212 CASMNDRAQKC-ARCH.COM A103 'THIRD FLOOR 09/2221 303-780-7850 NEIGHBORHOOD: 2412 LAKESIDE, STEWART GARDENS, A104 T.O.C.&T.O.P. o92221 OLINGERGARDENS A201 BASEMENT RCP 08/2221 STRUCTURAL ENGINEER: TSQUARED STRUCTURAL ENGINEERING A202 FIRST FLOOR RCP Ifil P.O. BOX 7821 GOVERNING CODES: CITY OF WHEAT RIDGE A203 -SECOND & THIRD FL RCP - 09/22/21 LOVELAND, CO 80537 2018 IRC, IPC, IMC, IFC, IECC A301 ELEVATIONS .08122121 970-622-9324 2017 NEC A302 ELEVATIONS o922/21 A401 BUILDING SECTIONS '08/22121 CIVIL ENGINEER: ALLIANCE CONSULTING ZONING: R -IC, RESIDENTIAL -ONE CDISTRICi 16415 WEST 85TH UNE, UNIT B A402 BUILDING SECTIONS 09/22/21 MAX HEIGHT ALLOWED 35'0' A403Met BUILDING SECTIONS 0912221 ARVADACO 80007 MAR BUILDING COVERAGE BOX, A501 DETAILS 09/22/21 720-625-1511 MIN LOT AREA REQUIRED: 5,0005E A502 DETAILS 0912221 MIN FRONT SETBACK: 20--0- MIN SIDE SETBACK: So" AWB IECC DETAILS 09/22/21 MIN REAR SETBACK 5'-0' BULKPWHB 15-0", THEN SLOPEDAT 45 DEGRESS TO 35'-0' LOT AREA: 6945 SF 0.159 ACERS BLDG AREA. FIRST FLOOR: 1,303 SF GARAGE 484 SF COVERED PATIO: 252 SF SECOND FLOOR: 1,391 SF THIRD FLOOR. 209 SF TOTAL ABOVE GRADE: 2,903 SF GENERAL NOTES SYMBOLS BASEMENT (FINISHED). 1,1815` TOTAL FINISHED AREA: 4,084 1. DIMENSIONS OF PLANS ARE FINISH DIMENSIONS, UNLESS NOTED ADA ACCESSIBLE OTHERWISE AFF ABOVE FINISH FLOOR #OF STORIES: 3 LIMISABOVE GRADE 2. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING CODES AND BD BOARD ROOFTOP PATIO ORDINANCES CURRENTLY ADOPTED BY THE GOVERNING.' - CL CLEAR 1 LEVEL BELOW GRADE JURISDICTION. QUESTIONS ON COMPLIANCE SHALL BE DIRECTED TO CONC CONCRETE 33'-23/4' MAX PROPOSED BLDG. HEIGHT THE ARCHITECT IN WRITING PRIOR TO CONSTRUCTION. DF DRINKING FOUNTAIN 35'-O'"ALLOWABLE BUILDING HEIGHT 1 GC SHALL PROVIDE BLOCKING AT ALL CABINET, AND MILLWORK ELEC ELECTRICAL LOCATIONS. PROVIDE SHOP DRAWINGS TO LOCATE BLOCKING AND (E) EXISTING PARKING. ATTACHED 2 -CAR GARAGE COORDINATE WITH OWNER 4. GC SHALL PROVIDE TEMPERED SAFETY GLAZING IN HAZARDOUS LOCATIONS PER IBC 5. GC SHALL PROVIDE CODE REQUIRED SIGNAGE 6. GC SHALL PROVIDE AND INSTALL SPRINKLER AND ALARM DESIGN AND SYSTEM PER CODE AS APPLICABLE (SEE CODE INFORMATION) T GC SHALL INCLUDE PERMIT FEES TO BE REIMBURSED BY OWNER 8. GC SHALL FIELD VERIFY BUILDING SYSTEMS AND DIMENSIONS AND INFORM ARCHITECT OF ANY DEVIATIONS FROM PUNS 9. GC SHALL COORDINATE HOURS OF WORK WITH LANDLORD AND BUILDING MANAGER 10, SECURITY SYSTEM, TELEPHONE AND DATA NOT IN SCOPE OR PERMIT REQUEST 11. ALL GYP BD FINISH SHALL BE SLICK LEVEL FOUR FINISH IN OCCUPIED SPACES 12, ALL CONSTRUCTION SHALL BE USING NON-COMBUSTABLE MATERIALS UNLESS AS EXCEPTED BY IBC 603 (SEE CODE INFORMATION) 13. ANY DEVICE, FIXTURE OR BUILDING ELEMENT FOUND ON ONE SHEET OF THE CONSTRUCTION DOCUMENTS IS TO BE ASSUMED INCLUDED IN THE SCOPE OF WORK EVEN IF NOT FULLY COORDINATED WITH THE REST OF THE DRAWING SET. GCSHALLINCLUDEINPRICEANDASK QUESTIONS TO CLARIFY 14, ANY ELECTRICAL DEVICE OR FIXTURE SHOWN ON THE DRAWINGS THAT REQUIRES POWER TO OPERATE SHALL BE INCLUDED IN THE SCOPE OF WORK WITH POWER REGARDLESS IF SHOWN ON ELECTRICAL. DRAWINGS 15, SUBCONTRACTORS SHALL READ ALL PAGES OF THE DRAWING SET AND CLARIFY QUESTIONS THROUGH THE GC 16. ROOF PENETRATIONS SHALL BE INCLUDED AND COORDINATED WITH LANDLORD'S ROOFING CONTRACTOR TO MAINTAIN WARRANTEE 17, DO NOT MAKE ANY CUTS TO BUILDING ELEMENTS WITHOUT VERIFYING THAT IT IS OR IS NOT A STRUCTURAL ELEMENT. THIS INCLUDES BEAMS, ROOF DECK, MASONRY WALLS AND THE CONCRETE SLAB. 18, SEE PROJECT SPECIFICATIONS FOR MORE INFORMATION 19. ALL PRODUCTS SHALL BE INSTALLED AT A MINIMUM PER THE MANUFACTURER'S INSTALLAILON INSTRUCTION. PLEASE CONTACT ARCHITECT WITH ANY DISCREPANCIES TO THE SPECIFICATIONS 20 PROVIDE MINIMUM 2% SLOPE AWAY FROM BUILDINGS AND FOUNDATION AT ALL PATIOS, STOOPS, AND WALKWAYS 21 PROVIDE DOWNSPOUTS WITH EXTENSIONS THAT DIRECT FLOW AWAY FROM EXTERIOR FACE OF FOUNDATION WALL 5' 0' MIN. 22 PROVIDE MINIMUM 10% SLOPE AWAY FROM STRUCTURES AND FOUNDATIONS FOR A MINIMUM OF 5'-T 23 COORDINATE TOP AND BOTTOM OF FOUNDATION WALL HEIGHTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES 24 DAMPPROOF EXTERIOR OF FOUNDATION WALLS BELOW FINISHED GRADE 25 PROVIDE PERIMETER DRAIN SYSTEM, RE: SOILS REPORT 26 ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ,._ 27 FRONT ENTRY STEPS AND REAR PATIO TO BE POURED IN PUCE CONCRETE 28 EXTERIOR RAILINGS SHALL BE POWDER COATED, DESIGNED BY THIRD PARTY 29 PER IRC 302.7, ENCLOSED SPACE UNDER STAIRS SHALL BE PROTECTED WITH 1/2" GYPSUM BOARD. 30 MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE LABELED FOR FUTURE SOLAR ELECTRIC". RESERVED SPACE SHALL BE POSITIONED AT TEH OPPOSITE END FROM THE INPUT FEEDER LOCATION OR MAN CIRCUIT LOCATION. FEC FIRE EXTINGUISHER CABINET GYP GYPSUM He HOSE BIB -. In NEW OC ON CENTER TYP TYPICAL TOW TOP OF WASH DETAIL TAG A82 WALL TYPE SEE SCH �1 jjjj''''////...�j��.���� , WALL SECTION 4) AM1.1 PA2 WALL TAG O DETAIL KEY fo A9.5 COLUMN BUBBLE O ELEVATION MARK FIRBT FL. _ DOOR NUMBER SEE SCH 7M NOTE GENERAL NOTE 5'-81/4° DIMENSION }{" MATERIAL DESIGNATION SEE SCH CPT7 ^1 INTERIOR ELEVATIONS .,/„X,4 SHEET DETAIL ROOM NUMBER 101 DOUBLE RECEPTACLE -� QUAD RECEPTACLE (2) DATA RECEPTACLE (1) TELEPHONE RECEPTACLE D SPOT ELEVATION 9T'4I" W m N Q W O N a O CO Np w aj ,r m O Z ch �ILLI O Om ENERGY CODE Ca -a- MONLAMIAMO'C BCD AACIBUtboor CLIMATE ZONE 5B COVER PAGE AIR BARRIER OPTIONS AIR BARRIER PERMEABILITY OPAQUE THERMAL ENVELOPE INSULATION COMPONENT H N ♦ O O N F- ED Z m O m V ui N Z }p > e M o r, w P w n I O M� BUILDERS PLAN NOTE THESE DOCUMENTS ARE 'BUILDERS PUNS'. THE CONTRACTOR WARRANTS - } TO THE ARCHITECT THAT HE POSSESS THE PARTICULAR COMPETENCE AND SKILL IN CONSTRUCTION NECESSARY TO BUILD THIS PROJECT WITHOUT FULL ENGINEERING AND ARCHITECTURAL SERVICES, AND, FOR THE REASON THAT THE CONTRACTOR WISHES TO RELY UPON HIS OWN COMPETENCE, /I> THE CONTRACTOR OR OWNER HAS RESTRICTED THE ARCHITECTS SCOPE �J OF PROFESSIONAL SERVICES. IN RELIANCE ON THE CONTRACTOR'S WARRANTY AND AT THE EXPRESS REQUEST OF THE CONTRACTOR OR OWNER, THE ARCHITECT HAS UNDERTAKEN A LIMITED SCOPE OF PROFESSIONAL SERVICES. THE CONSTRUCTION DOCUMENTS PROVIDED BY THE LIMITED SERVICES SHALL BE TERMED'BUI LDER'S PUNS" IN RECOGNITION OF THE CONTRACTOR'S SOPHISTICATION. CONSTRUCTION WILL REQUIRE THAT THE CONTRACTOR ADAPT THE 'BUILDERS PUNS" TO THE FIELD CONDITIONS ENCOUNTERED AND MAKE LOGICAL ADJUSTMENT IN FIT, FORM, DIMENSION, AND QUANTITY THAT ARE TREATED ONLY GENERALLY BY THE 'BUILDERS PUNS" IN THE EVENT THAT ADDITIONAL DETAIL OR GUIDANCE IS NEEDED BY THE CONTRACTOR OR OWNER FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE A SIMPLE NOTICE SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR THE CONSEQUENCES,ANY DISCREPANCY OR AMBIGUITY DISCOVERED BY THE USE OF THESE PUNS CHECKED BY CC SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. CHANGES MADE DRAWN BY CC FROM THE PUNS WITHOUT THE CONSENT OF THE ARCHITECT ARE 09/22/21 UNAUTHORIZED AND SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. ENERGY CODE Ca -a- MONLAMIAMO'C BCD AACIBUtboor CLIMATE ZONE 5B COVER PAGE AIR BARRIER OPTIONS AIR BARRIER PERMEABILITY OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R -VALUE METHOD: ♦ O O SEE A006 FOR MORE INFORMATION BASE PLANE CALCULATIONS NORTH LOT LINE- MIDPOINT ELEVATION 5670.98' SOUTH LOT LINE- MIDPOINT ELEVATION 5673.46' WEST LOT LINE- MIDPOINT ELEVATION 5470.30' EAST LOT LINE- MIDPOINT ELEVATION 5673.96' TOTAL 21,888.7014 at 5,472.175' (5,472'-2114") ZONING DATA R-10, RESIDENTIAL -ONE C DISTRICT REQUIRED PROPOSED MAX HEIGHT ALLOWED: 35'-0" 33'-2314' MAX BUILDING COVERAGE: 40% 31.96% (SEE DATA BELOW) MIN LOTAREA REQUIRED: 5,000 SF 6945.44 SF MIN FRONT SETBACK: 20-0- 20' -1 - MIN SIDE SETBACK: NORTH 5'-0' S'-91ME(AT GARAGE) SOUTH 5'-0' T-51/4'(AT OFFICE) MIN REAR SETBACK: 5'-0' ST -71/4' (AT REAR STEPS) BULK PLANE: 15'-0', THEN SLOPED AT 45 DEGRESS TO 35'-tra 1,303 SF FIRST FL 484 SF GARAGE 865E COVERED PATIO 323 SF DRIVEWAY 26 SF ENTRY STEPS 2,220 SF IMPERVIOUS LOT SPE 6 945.44 SFX2,265 maximum allowable per Lot OK, REM 10/27/2021 LOT COVERAGE 31.86% V of LLJ 1 N N = a O � P1 V Nva w m N az 0 Existing or O /Ground A,-01 All roof drains and foundation drains shall be L "-------- directed in such amanner so as to not negatively m (n ________ Proposed affect adjacent properties. If necessary roof drains 3 Grade 7� must be connected to a pipe and drained towards the 0 Lon slope shall L6" public roadway to avoid discharging flow onto m O 9 p SWALE DETAIL A -A ADJACENT PROPERTY neighboring property. be a min. 1 %. 3285 Glue ST 3 No Scale rAe in—&, 3'wiae swats Re —A�— airen,aorwrea.wnya� ver, areas REM, 10/27/2021 U aa TM Rra) ra� REM, 10/L72021 2 PROPERTY LINE 138.88' BULK PLANE: (5473.23'+54]4.26'+5472.24'+5469.OTu4=5,472.19' 3 U A 5470.98• O i -- SLOPE AWAY J / / / E— <—_—_—_—_—_—_—_—_ _ __ t m / /--�T3b%-----_—_---_—_—� / n c� 3 ..�0M _ "" WINDOW WELL m / m A CDOT Type 3 ADA -Compliant driveway shall ADJACENT PROPERTY / / 0" ? 3 be constructed with this project (referto sheet 4 3270 N HARLAN ST / / '? J 'a of CDOT M-609-1 standards). If fees in lieu are —I 3 paid for the remainder of the required / 1'-71/8' q I 1/4"/1'-0"-,. " m improvements, the driveway must still be w N y - I o 0 114.11•-0" t9 m / LANDSCAPING BY OTHERS / a a constructed to comply with federal regulations. N 1 <, I — I m REM, 10/27/2021 z an of F_ I V z m l va^lro^ z m O a 1 6.945 SF LOT ( in I 547443,' y � (D 1 A2-31 > z 5670.30• / 1 v4' / 1' o 3 -STORY STUCCO & SIDING 10^ I l rn 3 z > o / I I SINGLE FAMILYHOUSE' I 20'-VPL-BLDG,,,ra 54 ss' CO 1 L _ _ _ _ _ 3279 GRAY STREET J_^ - w a w I "TOPOGRAPHY SHOWN IS EXISTING I _ ZONED R -1C I e q �Qo N ^ M3 1 I I LOT 1 I I �; i 3 1 L � 2P -0" FRONT SETBACKv / C SS Ss WSS SSN } 57'-73/4' / 4 1'-01,2 1 3 Q – / I 11 v2•� w w w w w W- - w W1 a, 0 UI O / A GAS G a GAS GAS–GA y 3 r° LO FZ �.. �.. g-------- IN w 5473.46' Art % _ N AT 3 w Substandard existing curb, gutter, and sidewalk (1) TREE REQUIRED IN WINDOW WELL FRONT SETBACK be must reconstructed in accordance with CDOT m M-609-1 standards (Type 2 (Section IIB) with 5' NEW SANITARY SEWER LINE, Q sidewalk) with this project, or fees in the amount 4- SCHEDULE 40 PVC PIPE 3 h of $1,624 in lieu of constructed shall be provided Grave in a 3wideswme perdnail A -Aro at time of Permit issuance. CHECKED BY CC direct roonwon away tram adtoi ung 2 -WAY CLEAN OUTS mwnmeam property nvP) DRAWN BY CC BEM, 10/29/2021 Build curb, gutter, n L2P:l2 per City of Wheat 09/22/21 ADJACENT PROPERTY The first 25' of a driveway from the existing Ridge Cross -Section L2P: 2 -Lane Local with 5967 W 32ND AVE edgeced with con into the site shall be m ? y Parking with back of walk 7 of ROW line. No UNDER SEPARATE PERMIT surfaced with concrete, asphalt brick paver � or similar material. Contact Dept of Public Description Date Works for ROW Permit 303-235-2861. REM, 10/27/202Description Prior to issuance of a CO, 1 nets) shall be /1 SITE planted within the from setback. VE" = 1'-0" In addition, no less than twenty-five percent (25%) of the A(-02 gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. No more than fifty (50) percent of the total landscaped coverage on the lot shall be comprised of turf. The use of low water SITE PLAN demand turf varieties such as buffalo grass, blue grama grass and tall fescue is encouraged. A002 PER SCHEDULE w 0 w x w rc u A D PER SCHEDULE DOOR TYPES foo H Q PER SCHEDULE F C u L u n PFR RCHFI111I F PERSCHEDULE C PER SCHEDULEPERPERS- - / I w / Pu I \ N y w \ w I a \ a I \ I \\ I J K L LOCATION WIDTH I HEIGHT 3' DOOR SCHEDULE 4ME HARDWARE w ~ U) n O W W MATERIAL I FINISH TYPE J MATERIAL I JAMB I HEAD MARK DESCRIPTIONS OPERATION WIDTH HEIGHT H Q PER SCHEDULE F C u L u n PFR RCHFI111I F PERSCHEDULE C PER SCHEDULEPERPERS- - / I w / Pu I \ N y w \ w I a \ a I \ I \\ I J K L LOCATION WIDTH I HEIGHT 3' DOOR SCHEDULE 4ME HARDWARE w ~ U) n O W W MATERIAL I FINISH TYPE J MATERIAL I JAMB I HEAD MARK DESCRIPTIONS OPERATION WIDTH HEIGHT HEIGHT COMMENTS V A 2'-6" X 6'-0"CASEMENT CASEMENT NO IPAINT li IWD A003 A003 11 1:1�.7:a•Z•]I�1:71\�:—'.�� 11�WYY�� 11YLi ' 11 11 .-�--.POC&ET DOOR 11 [ea:r_u1a.T•i•1:� °Ir��ry��'I,.,nrcH�l:1r_u1 ��n,u���■■■■■■TEMPER r 1DOOR 'C�dy■[eaa-ycaa.vai•�,�rrsar�w�fiQ•y�l:� 1y�•al�:a,li`� 11LL'a' 11 � 1• .■0■■0 R17T_ : T • :p ���1��]_ 1�' •: \�Imfl_9 rlTlm X 11 n-..-. IQ•)•�� 1� - L�� 1 COMMENTS le lATEMPER la,r:�yla:a:aal:� c���GQ•y�l� R.O. R.O. 11LL'aILIIJ��1LL'a��■■O■■■ MARK DESCRIPTIONS OPERATION WIDTH HEIGHT HEIGHT COMMENTS V A 2'-6" X 6'-0"CASEMENT CASEMENT Em • ������� EGRESS WINDOW B 5'-0" x 6-0" FIXED FIXED 5' - O" 61-01, 11 •11 0■0■■0 6'-0" X 6-0" FIXED FIXED 61-01 6'- 0" T-6" MULL WITH WINDOW TYPE "C", TEMPER GLASS D 2'-0" X 6'-0" FIXED FIXED 21-01 6'- 0" 7'-6" MULL WITH WINDOW TYPE "C", TEMPER GLASS E 2'-6" X 7'-07IXED FIXED 21.6m T- 0" 10'-6" TEMPER AT HAZ LOCATIONS G T -O" X 4'-6" FIXED FIXED GLASS 4'- 6" VARIES TEMPER AT HAZ LOCATIONS H 2'-6" X 4'-0" FIXED FIXED 2' - 6" 4'- 0" 7'-6" 1 2'-6" X 4'-0" CASEMENT CASEMENT 2' - 6" 4'- 0" T-6" BEDROOM EGRESS WINDOW J 2'-6"X2'-0"AWNING :•• -1 0900: �•��r�,-_•�a����.0.... 2'-6" T-6" TEMPER AT WET LOCATION K 2'-6" X 2'-6" FIXED FIXED 2' - 6" 2'- 6" T-6" L 2'-6" X 5'-6" CASEMENT CASEMENT 2'- 6" 5'- 6" WINDOW SCHEDULE n DOOR HEAD DOOR1'-0" JAMB 3" = N ~ WINDOW R.O. R.O. HEAD MARK DESCRIPTIONS OPERATION WIDTH HEIGHT HEIGHT COMMENTS V A 2'-6" X 6'-0"CASEMENT CASEMENT 2'- 6" 61-011 8'-0" EGRESS WINDOW B 5'-0" x 6-0" FIXED FIXED 5' - O" 61-01, 8'-0" TEMPER GLASS C 6'-0" X 6-0" FIXED FIXED 61-01 6'- 0" T-6" MULL WITH WINDOW TYPE "C", TEMPER GLASS D 2'-0" X 6'-0" FIXED FIXED 21-01 6'- 0" 7'-6" MULL WITH WINDOW TYPE "C", TEMPER GLASS E 2'-6" X 7'-07IXED FIXED 21.6m T- 0" 10'-6" TEMPER AT HAZ LOCATIONS G T -O" X 4'-6" FIXED FIXED 3' - on 4'- 6" VARIES TEMPER AT HAZ LOCATIONS H 2'-6" X 4'-0" FIXED FIXED 2' - 6" 4'- 0" 7'-6" 1 2'-6" X 4'-0" CASEMENT CASEMENT 2' - 6" 4'- 0" T-6" BEDROOM EGRESS WINDOW J 2'-6"X2'-0"AWNING AWNING 2'-6" 2'-6" T-6" TEMPER AT WET LOCATION K 2'-6" X 2'-6" FIXED FIXED 2' - 6" 2'- 6" T-6" L 2'-6" X 5'-6" CASEMENT CASEMENT 2'- 6" 5'- 6" VARIES EGRESS AT BEDROOM LOCATIONS M 2'-6" X 5'-6" FIXED FIXED 2' - 6" 5'- 6" 8'-0" TEMPER GLASS OVER TUB N T -O" X 7'-4" FIXED FIXED 3' - on T- 4" 8'-0" TEMPER GLASS O 2'-8" X 7'-4" FIXED FIXED 21-81 T- 4" VARIES MULL WITH WINDOWS IN BLOCK, TEMPER GLASS P 2'-0" X 5'-0" FIXED FIXED 2' - 0" 51-01, 8'-0" Q 5'-0" X 2'-0" FIXED FIXED 5' - 0" 2'- 0" 6'-8" TEMPER IN HAZ LOCATIONS R 6'-0" X 7'-4" FIXED FIXED 6' - on T- 4" 10'-0" TEMPER GLASS S 6'-0" X 5'-0" FIXED FIXED 6' - 0" 5' - 0" 8'-O" TEMPER GLASS T 4'-0" X 4'-6" SLIDER SLIDER 4' - 0" 4' - 6" 7'-6" BASEMENT EGRESS WINDOW U 3'-0" x 2'-0" FIXED FIXED 3' - 0" 1 2' - 0" 181.0m ITEMPERGLASS V 5'-0" X T-6" FIXED I FIXED 1 5'- 0" 1 5'- 6" 8'-0" ITEMPER GLASS OVER TUB DOOR NOTES 1. DOOR HARDWARE MANUFACTURER AND FINISH BY OWNER. 2. ALL DOORS ARE NEW CONSTRUCTION. /2" GYP BD 3. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32"WITH THE LEAF POSITIONED AT AN ANGLE OF 90° FROM ITS CLOSED POSITION. 1l2' GYP BD 4. PROVIDE DOOR STOPS OF APPROPRIATE TYPE FOR ALL INTERIOR DOORS AS REQUIRED, MATCH ADJACENT HARDWARE. 2x4 WOOD STUD 5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE PAINTED WOOD TRIM PER THE DOOR TO AN OPEN POSITION OF 12 DEGREES WILL BE 5 SECONDS MINIMUM. OWNER SPECIFICATION C 6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8112 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR 2x4 WOOD STUD WOOD FRAME INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE ^ UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. P WOOD FRAME 0'-31/2'0'-03/4" PAINTED WOOD TRIM PER OWNER T. GLASS INDOORS MUST BE TEMPERED AND HAVE A MAXIMUM U -VALUE OF 0.30. SPECIFICATION n DOOR HEAD DOOR1'-0" JAMB 3" = SCHEDULES A003 N ~ N N z � O m V �w Z N }p > a M ,a P w_ O� M3 J H N V SCHEDULES A003 Generated by REScheck-Web Software REScheck Software Version : REScheck-Web Seddon .pwWm drinsPemm� Pkns vamW Flaa v.nnW L:aniplks3 tgmmawmamrtlma commerce 5uxmenc The pm Wbuilding aesgn 4mc6bW hens eonslmm Mm the awey pens epecxketlon end tlfer ggp.lp Vew, dvion �.� mlmaohasab tledwmmem rcePomd eproposedeaeyn.ehane gneaNmdMerolerecceeaa hath Inspection Checklist 40x11 COMonedDaWmeNwan R- ❑6m bis a Compliance Certificate Iowa RENkVarsbn;RESenaekWebammmmdWMthemoNMmuumwmlmalnOeMUY knsmdwm ckbt 01` InwbponR-velue.KMenttnorpgHol Nit Energy Code: 20181ECC a hospital uua. vat rondo — vmind moccur during ❑xul OnsavaM< mine raw i� Lane Rtyulrements:0.0% were addressed dirMly in that REXOeck software Iwienmlmpectlm. Not DOW mpnmble Text IntheI gmmenWAxumOons'column is Omldea by Ne user In the REST RwMIrements script For eachu,e,n moumlm e hoado Project 3265 GRAY ST requiremewl, the user certifies that a cone reuimmem will be met and how that is documentedr or that an smash In ROtmae wrazee 3. Is being claiming Where compliaMeisdemkea in asepam@ tame, a retermce to MIT bible is pmided 3032 Rmn assume wad Ocnmdkx Emw Cade: 20181ECC IPo51' Goons Net boom: Wheat Rklge. Colorado etk^ pyn�V,rMp fNIQ WX6N 0 manNttmrers mAuetbm. OPor Observable rvm: Smgle.emlly FrHmm[tlwu9l.n Rnvlew Compli"? CnmmenmAeeumpn ns Dart Applicable PMmtr m: New Constmetbn 1031, _ 0339 Com.tk aWwmem wall M1 M1 Ochmpliex .Iblks 103.x. Cocumenronemwmomma Drop,, �FO6Ir InSbbon deeM d burial or OUoes Not Cmlumiu Fbd Area'. 18% ft2 Alommendumeemomrn4 OMdistance nom too d out MORA Cominable awem avn Glaamq Do EL% I' lmwascode pch,Thmail eem,me ,Oxot Dbsnrvamn al hrmn Oete: St6xse xpO) 'OxN RlglkaeR rimmi3o3.z1 Perme Data a memna omA Netemle eat on IFD31F w�� I hate Ommdll.s gemma103.2. e wnmum moammm DownsI ones xoA Const OM Site: Owner)rial Desigmr/wo dor: ergyecme compliance for ❑meG al mnmum N6n bxow9n�. ❑mtropMMe IMS Gray Se That 68rent0vEm.. Nest CmandnC m (Adin lighting ❑Fid Obmede n Ing multlpk ❑Nd AmlkWk 4039 and formal symm Of lks Wheat RlOge <O fi@33 Nemvope Names NxbCavWm MM[ects a aw.i IFOGF coermis lnmlkd OLaces Not piw-9W]w ynun units demonstrate Casa ra® artRmm ¢IECC 9 tl MWtOpseveble MxaA Ppplluble ting Lacal MILE. a Idce,RCCA nn Per SWSW (eating am CONN eagaipment a i gnat_ ❑Mm Fid aaanlona CommentF/mmmptlom: IPBxI' ages mother mcerKu of away: ❑Fid Dbenneb halls theraMWs DNInrM BwIM1r_ ONdamlkFbk approved W me cede omdel. R meow uro.aa an mmaw or par, wvnnww to a mnuumaw mm. paaNlonal CommenR/llsaumptlona: Envelope Assemblies A"llinflary or MF,�r Us Perimeter R Veto, It Veto, Calling : FIMCceiggi m YlswrTrvu 1391 490 00 0 026 36 EAMPTYMILL Ww Fnme,IVDC, 834 200 00 0059 M Dem . Door thus, 5D%Fell 25 030 a Window : Vinyl Frame 170 n a., 51 dome,15O.C. un x00 00 0,059 m e 63 030 is SOU3x WALL WOW Fame. 16' we 1,256 200 DO 0059 W Door l: Ga, Door mil W%dmml 46 4.300 14 Window 2: wool Fame 191 dam 53 WEST WR Vol Frame. IV 834 MO DY 0059 34 Door 2c Gam, Color lager 50%gollms 64 a IN 19 Window 3:Wryl inme 195 030 59 Famint WildCmune or ser mse 1.161 19.0 00 0043 51 Fell maht. 8.9 Deem below grrace'. 8.0' Ir¢Nachn deem: 8.8' I mgllawsuit me, n txaaRm lagan mdzl a wwlrpazt mer3l 1 Hien lmmn (her xl 2 nWlam imwnfraxl 3 mwlmmnR 31 r ' ] High lmmnfrk'll um Impact meRl 3 ¢wlmm[[mer31 `../ PmfMT[k: 3265 GRAY 5T RpDy[da4: OS/11/x1 pmjett Toe: 3265 GMY 5T RepOR tlae: 05/11/21 Pmlect TPoe:3z65 GPAY 5T RrywRaate: OSM1L21 Protect TRW: 32W GMY ST Rem daW: OSpscol Pmlect TRIe:3M5 GRAY 5T Rlpw[date: Page 5I(21 MW filename: Page l and Data filename: Paget nFlD mI fitvme: Page 3 OLD Dam filename: Page l al Dam filename: Pages oFlO `O' Y ngl 9 Inyre[e dr Pkm VOMW FMId Vea Complks) CmmnenblAssumPtlona a Value Value 40x1.1. Glagre U factor Grage neipmN U U ❑Comp bis urc En� e4smioan 40x.31. '."Wage). Oman Fiat raxemru 4025 ❑Fido Wurvabk but Far) N Q W 4Du IfP31` = Oxor Apdi Mm OSAPoe Doot Observbl ae O a pi a in MAC Piping conveying raga 0 30 unry uato Q c5 z Fit ce.P WO 11 are eemnmre<elnn aaawarnceas Owes ger iO ambles e wrte^M1e NmC tells W d,m or ob ❑Nat Obulwde le ave 105 IF or In WlHas tale from Na&took table. OFM icable Oxotmolmde 402.x11 AX Mr uaW Mnmal Name, OCom ied, IEP231` hall menWMuers OOou Wt 0 Y n p3 Oxat lxawvabk 7 ONotmwu able syaemsn Dogmatiston," a ENd AaWaade Oxmroprede all FaIllarldill Ocomplks R ❑Caro no I�D13 r and a�Ild 11 nun ODI NA o no a arn temperature IT m ouch MMA MSxArCl5A 10Ol 2IIM4 Oxw Wsnvebk Ox Mwwau, or he, Intaltion main For Chat ox 4M,ede 2018 IECC Energy 400 Met do Internet me ApWibbu n at inwmmin an Met ❑compaes Orion //� 031.1. mal symcal ng FMuree OCompl'es OC wta Im16Y Weed rt nzlnp6nterm, Map Dome Fid ' amyl. a labeled minbbae ago Xm birds CEfmvede '. 02x.5. Ieakape aVSPa. ONm Apwlude W DOws Nor sywplraM roam dammamm UGMEM1% ohm Obrervaae Fully)'n bed >= HE where duct e OmaFid Divot HE a= 3Inma In diameter and a= Emsrawriddeptish,whWummi ❑meas ❑W:a 13In h,, S Done pglupe manufacturers age hoMlw ❑Nd4PoIkMle the ding Insulaed ow R 6 for IIQ31, emne6or.the egMor inwleom meal nW lest Mlm. Omit x2 DNwabillone morfl MeCMIGON HE WNnttl9nalaw co3e3, M Inches1dlaer'aca�anwa e1d rWm d OComplk age MI3 es are . la Dooawas e in compliant With Oxer rvnm o � siCode or DINI Y International ResidentialGage. no Apwlrade X 1100 Ocureee — pplable Wall l,suletlms WmOW per n DOMNotwit 4035 odhanda MV rMm as OComplka Im15p due err wenurm. Oona hot ONAApp 4 tests, verification may need to ONot ebYrobbe INT manaaMmrs hey Oons occur during Framing Inspection, Oxnt Apwieue Dbml 403.32 prmalnufaaaurer Ocampn<a ❑Comped, I'�ei' er1) DDoes Not CDM Fiat WairPalmer Wiem'ntuinemene"Us Orva Observable ❑Ndwmlwae lowar g Oxo Omtrodlmble 453.1.1 errveloe. 2l burkaxel PoWreble "filed on all mlW0.vraV ❑Ohs Not mw ODI :n:ormpg Ads Mo� ❑Ndaervade belief Water txnmreia;e"`n it 3ance e the err haM lmeed ., CAME :tcons ❑NMObervede rowicabie Aaaitiwul CemmanblA u. FsumptiaR ' a°r comer atm we ❑C Pyla Imo]'Halt ie:ti.u1111ane thamal envelope ❑mus NA and 11e duct t3 inioP vnPIPIe'm�n Doees xA Chat observable 00 square bind of usquare Capt rowewee w3sa coo.o MAP am, writes by Mdttbrol CPmmen W AFwmptlom Oconplks _— (Fill] the uepyymMr or 3) rlhe reAing the ceramred Me be O ODM Hot e.mm...n 11clo de manual reptmk. Oml Owervam Wallis911¢inme daFplkme ,galnss and some Ne lnmla¢u Oxdrowlreble dust law W the papposed m1111119value y to,- m;pi. 453.5.; undo IX of [he insulation on the I mgllawsuit me, n txaaRm lagan mdzl a wwlrpazt mer3l 1 Hien lmmn (her xl 2 nWlam imwnfraxl 3 mwlmmnR 31 r ' ] High lmmnfrk'll um Impact meRl 3 ¢wlmm[[mer31 `../ PmfMT[k: 3265 GRAY 5T RpDy[da4: OS/11/x1 pmjett Toe: 3265 GMY 5T RepOR tlae: 05/11/21 Pmlect TPoe:3z65 GPAY 5T RrywRaate: OSM1L21 Protect TRW: 32W GMY ST Rem daW: OSpscol Pmlect TRIe:3M5 GRAY 5T Rlpw[date: Page 5I(21 MW filename: Page l and Data filename: Paget nFlD mI fitvme: Page 3 OLD Dam filename: Page l al Dam filename: Pages oFlO `O' Y MM" IMlgh-In Inspection MHN VeA fled Field Vat IIW Cmmplim? Cormenssl...ml ,m bevaXlW Canglva �f U kIK'aY1W V) Cunnaq/Ammptbm 451 Calal err put Maine U cl W but Far) N Q W 111336 = O N O m OSAPoe Doot Observbl ae vN a pi a in MAC Piping conveying raga 0 Lot m i n unry uato Q c5 z Fit ce.P WO All I,sDIIW N O m iO ambles O Dloxnhawsawnn Mh eu[ry ❑Nat Obulwde le ave 105 IF or In WlHas DOW, we Oxotmolmde hill O . Monal CommentWAssumptlons: Dome Not IN26P mw In, atwhp bening ODws Me 0 o 3eaw 55 IF ere,meted m am. v ONotmwu able I mgllawsuit me, n txaaRm lagan mdzl a wwlrpazt mer3l 1 Hien lmmn (her xl 2 nWlam imwnfraxl 3 mwlmmnR 31 r ' ] High lmmnfrk'll um Impact meRl 3 ¢wlmm[[mer31 `../ PmfMT[k: 3265 GRAY 5T RpDy[da4: OS/11/x1 pmjett Toe: 3265 GMY 5T RepOR tlae: 05/11/21 Pmlect TPoe:3z65 GPAY 5T RrywRaate: OSM1L21 Protect TRW: 32W GMY ST Rem daW: OSpscol Pmlect TRIe:3M5 GRAY 5T Rlpw[date: Page 5I(21 MW filename: Page l and Data filename: Paget nFlD mI fitvme: Page 3 OLD Dam filename: Page l al Dam filename: Pages oFlO `O' Y If9x Impact Enter zl lmpan mdxl anmerzl y tHigh Mw 11 Immt[m.zl a Lw Metn.,zl W9n lnnart Met 11 Impact nx xl anmexlgn_zMAma zl am ProR Tule3265 GMY 5T mftdaW: 05/x121 PM*tMile: 3265 GMY 5T Report dam: Obillol Proect Tlae3265 GMY 5T 09/22/21 Remndam: 05/11021 Prolect Tnle: 3265 GMY ST Remndae: 05/31]21 Pa t Mile: 3265 GMY 5T Remndase: 05/11121 MI filename: Page 6 al OTe filwame: Page T ORO mI Hie me: Page 8 spin Data filMame: Page 9 Ono mm filMame: Page 30 Ono NO Description Dab IECC DOCS A004 MM" IMlgh-In Inspection MHN VeA fled Field Vat IIW Cmmplim? Cormenssl...ml ,m bevaXlW Canglva �f RWyltlmlWpaliM kIK'aY1W CogIM Cunnaq/Ammptbm 451 Calal err put Maine R Deomp lex nwNm.,mmwee mal 6 N ODoa Not awxmrvaw 111336 0seel OSAPoe Doot Observbl ae (Pill, in MAC Piping conveying raga 0 Ri DCompa unry uato W32 All I,sDIIW rs inns dlonss. �rNaomApPe<audee iO ambles fill Dloxnhawsawnn Mh eu[ry ❑Nat Obulwde le ave 105 IF or In WlHas DOW, we Oxotmolmde hill 0.ebonskhW Hues . Monal CommentWAssumptlons: Dome Not IN26P mw In, atwhp bening ODws Me OomptRA o 3eaw 55 IF ere,meted m am. p ONotmwu able syaemsn Dogmatiston," a owned Oxmroprede all '.D dobwrvme I R ❑Caro no EfOr Imuleum on I.Wealtto. - o no a arn temperature IT m ouch ad MMammdY Ox Mwwau, oxwroag=ode ox 4M,ede 2018 IECC Energy ae*S Pa.<=5 03 n at inwmmin an Met ❑compaes sun nIn Chozre zams 1.2. and //� 031.1. W aeon R-valW.lf Musa R- R ''❑ OC wta s Z 00 IFN amyl. OWas Me Xm1300 ISno OCwnplks 02x.5. ass w;liwMn e.n%due ❑ Wa W DOws Nor Auxmrwwa ohm Obrervaae 0 Witha ❑Xmobwade Divot w2x.6 wall owalRn on Me" it ❑meas ❑W:a DNd Obwamb,x manufacturers age hoMlw ❑Nd4PoIkMle �lmutie M i'SMIW,Aar IIQ31, emne6or.the egMor inwleom meal nW lest Mlm. Omit ❑Steel DNwabillone morfl MeCMIGON HE WNnttl9nalaw e1d rWm Vika li or Oil inch Imarmses g? age — O XA tire pt� cy Cely incilam the cturearsair 1,,, e°Hal^the.ameO o � throcknerni mrols Me Acres autnd¢ulawn Y IngmressrtestfrehawlY x1 -a p Oourvade X 1100 Ocureee — 3x32 Wall l,suletlms WmOW per n DOMNotwit 0 qks sada alikr® s ONAApp o palkable tests, verification may need to INT manaaMmrs hey Oons occur during Framing Inspection, M3.513 EkcPk hen mm sunaru OConsims Dbml 403.32 prmalnufaaaurer ❑Comped, 438 ma I II earn am p CDM Fiat design a,, Dow. vs. cool wbemomexolly ❑xmahwrV.de ❑Ndwmlwae lowar Oaury IONR sae ''DNwappme, Omtrodlmble 453.1.1 Itel9Y "filed on all mlW0.vraV ❑Ohs Not ODI maturat rad Macy System,uNdumr ❑Ndaervade belief Water txnmreia;e"`n it ucit dors, ., CAME makes apo "Mown ❑NMObervede rowicabie Aaaitiwul CemmanblA u. FsumptiaR ' PIMP mtlmell ❑C Pyla Imo]'Halt on haat symbol ❑mus NA ❑Xd4mlkNle inioP vnPIPIe'm�n Doees xA Chat observable Capt rowewee w3sa cNmarm oppose Mt water Mdttbrol CPmmen W AFwmptlom If9x Impact Enter zl lmpan mdxl anmerzl y tHigh Mw 11 Immt[m.zl a Lw Metn.,zl W9n lnnart Met 11 Impact nx xl anmexlgn_zMAma zl am ProR Tule3265 GMY 5T mftdaW: 05/x121 PM*tMile: 3265 GMY 5T Report dam: Obillol Proect Tlae3265 GMY 5T 09/22/21 Remndam: 05/11021 Prolect Tnle: 3265 GMY ST Remndae: 05/31]21 Pa t Mile: 3265 GMY 5T Remndase: 05/11121 MI filename: Page 6 al OTe filwame: Page T ORO mI Hie me: Page 8 spin Data filMame: Page 9 Ono mm filMame: Page 30 Ono NO Description Dab IECC DOCS A004 NrIN ImPea%m phvmwa VeX bevaXlW Canglva p to I slue Valva 451 Calal err put a R Deomp lex nwNm.,mmwee mal ODoa Not awxmrvaw 111336 0seel OSAPoe Doot Observbl ae (Pill, in Oxo roW=ade 303.3 1, unry uato ❑canplles TableFroll oxo,e.e rs inns dlonss. �rNaomApPe<audee ❑mea hum fill Dloxnhawsawnn Mh eu[ry ❑Nat Obulwde 300 R'' Oxotmolmde £3 mate am" Withair peaalt+se, . Monal CommentWAssumptlons: APbtsas IN26P mw In, atwhp bening ODws Me OomptRA ONotmwu able syaemsn Dogmatiston," m alanw wAnb11 e n r on Oxmroprede all NCaCe ashaehaMWd I R ❑Caro no EfOr Imuleum on I.Wealtto. ODces ORA arn temperature IT m ouch ad MMammdY Ox Mwwau, x Med �reedualnian DEam ox 4M,ede 2018 IECC Energy ae*S Pa.<=5 ACn AOl OConplm 19171- sun nIn Chozre zams 1.2. and //� ❑ones Fiat 1=3 am In OuwM octal 359. (All have acmuaum dump. Trt Duce Nd system return e a eWlmtW ONct MMNade 1 •� Efficiency Certificate Z 00 MAAtApWlmde 453.3.3 are plMmm MI to Xm1300 ISno OCwnplks Iwzq, rummime , ansgeiuleul n n ODaex Not 11 :a"", easurea ohm Obrervaae Guad iltythimi Witha Divot a dlmmtiaiacross or am Applicable Wes,m the Indicating manufacturers age hoMlw �lmutie M i'SMIW,Aar pas WM Fact wp�mter utrue crude wall I'm taltiIf Lest. Pos¢onsm Tom morfl MeCMIGON HE WNnttl9nalaw Vika li or Oil inch formp anas wall tire pt� cy Cely incilam the cturearsair 1,,, e°Hal^the.ameO o � throcknerni mrols Me Acres autnd¢ulawn 70334 IngmressrtestfrehawlY x1 -a amno6 X 1100 Ocureee — Iowa n n DOMNotwit - col sada alikr® s ONAApp for rgnt rvmr"hi tests, verification may need to cable occur during Framing Inspection, M3.513 EkcPk hen mm sunaru OConsims 403.32 prmalnufaaaurer ❑Comped, Ooi comply *1I IEEE 515.1 w UL Daus Not at<=Fina CDM Fiat design a,, Dow. vs. cool wbemomexolly ❑xmahwrV.de ❑Ndwmlwae lowar J Omtrodlmble 453.1.1 Oconplk= MQF ODI maturat rad Macy System,uNdumr ❑Ndaervade belief Water txnmreia;e"`n it ucit dors, ., CAME rowicabie PIMP mtlmell ❑C Pyla Imo]'Halt on haat symbol ❑mus NA inioP vnPIPIe'm�n Doees xA Chat observable Capt rowewee w3sa cNmarm oppose Mt water al int, Oconplks _— (Fill] xraems nese aAmmal or the ceramred Me be O ODM Hot e.mm...n 11clo de manual reptmk. Oml Owervam Wallis911¢inme daFplkme Oxdrowlreble If9x Impact Enter zl lmpan mdxl anmerzl y tHigh Mw 11 Immt[m.zl a Lw Metn.,zl W9n lnnart Met 11 Impact nx xl anmexlgn_zMAma zl am ProR Tule3265 GMY 5T mftdaW: 05/x121 PM*tMile: 3265 GMY 5T Report dam: Obillol Proect Tlae3265 GMY 5T 09/22/21 Remndam: 05/11021 Prolect Tnle: 3265 GMY ST Remndae: 05/31]21 Pa t Mile: 3265 GMY 5T Remndase: 05/11121 MI filename: Page 6 al OTe filwame: Page T ORO mI Hie me: Page 8 spin Data filMame: Page 9 Ono mm filMame: Page 30 Ono NO Description Dab IECC DOCS A004 9•sWn nsllnspecllnn lmvlW WMmd FMIQ are Cmmp11M Cwnmarm/Avumplkm 5! Flnallmpatlnn FrpXelma Cmmpxasl CminsnYrWumpaem p to I slue Valva Oco 4061 1.10 3D.3 CCo IFIMP DDR,IFIVP rw in �y.i�ma hav<be<n pmv eM. TableFroll oxo,e.e �rNaomApPe<audee ;032 d- at DCompes . Monal CommentWAssumptlons: IN26P mw In, atwhp bening ODws Me syaemsn Dogmatiston," H to I thander water or DNAASVIkable ~ N arn temperature IT m ouch x Med �reedualnian DEam 2018 IECC Energy :2z ;03511 systems la //� Of (All have acmuaum dump. Trt Duce Nd system return e a eWlmtW 1 •� Efficiency Certificate Z 00 Pae return or a mM water wgplY ascrommimd VJI Ob O pipe papa ONAAppkWle 11 Guad iltythimi m V or am pas WM Fact wp�mter utrue crude wall I'm N Q morfl MeCMIGON HE WNnttl9nalaw formp anas wall OW cy Cely 1,,, e°Hal^the.ameO o � mrols Me Acres autnd¢ulawn law M an se waterp Q sada W P for rgnt rvmr"hi M3.513 EkcPk hen mm sunaru OConsims °apo O Carl 3 Ooi comply *1I IEEE 515.1 w UL Daus Not vs. cool wbemomexolly ❑xmahwrV.de lowar J adyxt enemy eastAp tle OXm APolkabb belief Water txnmreia;e"`n it ., IXmmplia `re=='e�lamir inioP vnPIPIe'm�n Doees xA operation et mar the pomp Oxdobwmeaa ae..e al int, the ceramred Me be O e.mm...n Wallis911¢inme daFplkme y to,- m;pi. 453.5.; undo IX In31Pword,, Maxi i CSA Oman, Nor, n v Alex[ ❑Na psi nor AMI,a ee inchovudoll Mate �� Is cry, PAabWe r Uewadwwam hprempresre les be Dan wmr iumeat recovery units IT 2 be bar IMrvidvel ants connected mp fromsw en 404.1 frat or more or mmnammt ❑ mpua MET fixtures have high eukazylamps. ❑Laces Nut ONAobweable CNMAPPIkWle 454.1.] Eye 91, Agbxol rdhave ocomphvz what, full no commoax boa oll xA e Does, oNS mme D MAPPIkwe 013 wmwlaMeu CaM penned Ocnm on Hill DDPes Me Data ohmot CHECKED BY CC -DxAApMI DRAWN BY CC If9x Impact Enter zl lmpan mdxl anmerzl y tHigh Mw 11 Immt[m.zl a Lw Metn.,zl W9n lnnart Met 11 Impact nx xl anmexlgn_zMAma zl am ProR Tule3265 GMY 5T mftdaW: 05/x121 PM*tMile: 3265 GMY 5T Report dam: Obillol Proect Tlae3265 GMY 5T 09/22/21 Remndam: 05/11021 Prolect Tnle: 3265 GMY ST Remndae: 05/31]21 Pa t Mile: 3265 GMY 5T Remndase: 05/11121 MI filename: Page 6 al OTe filwame: Page T ORO mI Hie me: Page 8 spin Data filMame: Page 9 Ono mm filMame: Page 30 Ono NO Description Dab IECC DOCS A004 CONTINUOUS WEATHER BARRIER INSTALLED AND SEALED AT ALL SEAMS AND PENETRATIONS PER MANUFACTURER'S RECOMMENDATIONS INSULATION AS REQUIRED BY CODE DOUBLE 2X TOP PLATE INTERIOR GYP. BOARD W/ 2 COATS OF PAINT SERVES AS AIR BARRIER. TAPE/ SEAL ALL SEAMS AND PENETRATIONS, TYP. EXTERIOR WOOD FRAMED WALL ASSEMBLY W/ INSULATION AND INTERIOR VAPOR OUTSIDE i INSIDE BARRIER AS REQUIRED BY CODE, SEE PLANS FOR DETAILS SEE ELEVATIONS FOR EXTERIOR CLADDING A SYSTEM IECCSOFFIT AT CEILINGI EXTERIOR WOOD FRAMED WALL ASSEMBLY W/ INSULATION AND INTERIOR VAPOR BARRIER AS REQUIRED BY CODE, SEE PLANS FOR DETAILS SPRAY POLYURETHANE FOAM TO SEAL AROUND ALL WINDOW AND DOOR OPENINGS INSIDE WINDOW UNIT WITH U -FACTOR AND SHGC AS I REQUIRED BY CODE, TYP. G1449I1114 SYSTEM n IECC WINDOW JAMB1 U 1 1/2, =I ' " rl IECCAIR BARRIER AT RECESSED CAN1 EXTERIOR CLADDING ATTIC INSULATION AS REQUIRED BY CODE, TYP. FRAMING, SEE PLANS FOR DETAILS TYPE 'C' RATED FIXTURE TESTED AND LABELED FOR 2.0 CFM AIR MOVEMENT PER ASTM E 283 GASKET BETWEEN FIXTURE AND GYP BOARD, OR SEAL AROUND PENETRATION EXTERIOR WALL ASSEMBLY W/ INSULATION AND VAPOR BARRIER AS REQUIRED BY CODE, SEE PLANS FOR DETAILS INTERIOR GYP. BOARD W/ 2 COATS OF PAINT SERVES AS AIR BARRIER. TAPE/ SEAL ALL SEAMS AND PENETRATIONS, TVP. SEE ELEVATIONS FOR EXTERIOR CLADDING SYSTEM(S) SEAL BOARD TO BLOCKING AND SUBFLOOR TO PROVIDE CONTINUOUS AIR BARRIER TUB OR SHOWER TUB OR SHOWER PAN OSB SUBFLOOR, GLUED AND NAILED SILL PLATE SEALED TO SUBFLOOR CONTINUOUS BEAD OF SPRAY POLYURETHANE FOAM TO SEAL TOP AND BOTTOM EDGES OF RIM JOIST. TYP. FLOOR ASSEMBLY, SEE PLANS FOR DETAILS �1— RIM JOIST PER STRUCTURAL !s OUTSIDE INSIDE SEAL SILL PLATE TO FOUNDATION WITH SILL SEALER FOUNDATION WALL W/ DAMPROOFING, AND INSULATION AS REQUIRED BY CODE, SEE STRUCTURAL IECC EXTERIOR WALL AT FOUNDATION /1 WffUB OR SHOWER PANT1112 _0 OUTSIDE JCC CONTINUOUS WEATHER BARRIER INSTALLED AND SEALED AT ALL SEAMS AND PENETRATIONS PER MANUFACTURER'S RECOMMENDATIONS EXTERIOR WOOD FRAMED WALL ASSEMBLY W/ INSULATION AND INTERIOR VAPOR BARRIER AS REQUIRED BY CODE, SEE PLANS FOR DETAILS RIM JOIST PER STRUCTURAL CONTINUOUS BEAD OF SPRAY POLYURETHANE FOAM TO SEAL TOP AND BOTTOM EDGES OF RIM JOIST, TYP. FLOOR ASSEMBLY, SEE PLANS FOR DETAILS EXTERIOR WALL INSULATION AS REQUIRED BY CODE BLOCKING FOR GYP. BOARD INSTALLATION INTERIOR GYP. BOARD Wl2 COATS OF PAINT SERVES AS AIR BARRIER. TAIPEI SEAL ALL SEAMS AND PENETRATIONS, TYP. SEE ELEVATIONS FOR EXTERIOR CLADDING SYSTEM n IECC RIM SEE ELEVATIONS FOR EXTERIOR CLADDING SYSTEM(S) CONTINUOUS WEATHER BARRIER INSTALLED AND SEALED AT ALL SEAMS AND PENETRATIONS PER MANUFACTURER'S RECOMMENDATIONS EXTERIOR WOOD FRAMED WALL ASSEMBLY WI INSULATION AND INTERIOR VAPOR INSIDE BARRIER AS REQUIRED BY CODE, SEE PLANS FOR DETAILS 3/4-T&G OSB SUBFLOOR, GLUED AND NAILED CONTINUOUS BEAD OF SPRAY POLYURETHANE FOAM TO SEAL TOP AND BOTTOM EDGES OF RIM JOIST, TYR FLOOR ASSEMBLY, SEE PLANS FOR DETAILS BLOCKING AS NEEDED FOR GVP. CEILING INSTALL 2X WOOD SILL WI SILL SEALER 1 1/2" RIGID INSULATION W/ TAPED JOINTS OUTSIDE AT TOP AND BOTTOM OF ASSEMBLY, LEAVE 3/8" GAPS FOR SPRAY FOAM CONTINUOUS SOFFIT BOARD /1 IECCCANTILEVERED WALL1 i R-20 BATT IN FRAMING CAVITY OR WOOD FRAMED L SEAL ALL CEILING PENETRATIONS O RIGID MASS WALLS R-13 CONTINUOUS RIGID AT EXTERIOR OR m R-17 CONTINUOUS RIGID AT INTERIOR BELOW GRADE WALLS INTERIOR GYP. BOARD W/ 2 COATS OF w R-15 CONTINUOUS RIGID CEILING BELOW ATTIC PAINT SERVES AS AIR BARRIER.SEAL gALL R-30 SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A SEAMS AND PENETRATIONS,, TYP. TYP. a R-10 CONTINUOUS AT PERIMETER, DOWN > AIR SEALED BETWEEN WINDOW AND DOOR FLOOR ABOVE R-30INFRAMING CAVITY UNCONDITIONED ASSEMBLIES AND FRAMING (TYP.) SPACE � Q nt WINDOWS AND U-FACTOR<I=0.30 m SHGC - NO REQUIREMENT SKYLIGHTS CONTINUOUS WEATHER BARRIER INSTALLED o SHGC - NO REQUIREMENT AND SEALED AT ALL SEAMS AND PENETRATIONS PER MANUFACTURER'S z SEE ELEVATIONS FOR EXTERIOR WALL OUTSIDE INSIDE RECOMMENDATIONS S i EXTERIOR WOOD FRAMED WALL ASSEMBLY a DUCTS OF PORTIONS OF THAT ARE COMPLETELY LOCATED INSIDE THE V W/ INSULATION AND INTERIOR VAPOR y w 5 BARRIER AS REQUIRED BY CODE, SEE PLANS BUILDING THERMAL ENVELOPE ARE EXEMPT FROM INSULATION Lu A006 FOR DETAILS m SILL PLATE SEALED TO SUSFLOOR ENERGY COMPLIANCE NOTES (IECC 2018 PRESCRIPTIVE METHOD W/ LIGHTING EFFICIENCY PACKAGE) PRESCRIPTIVE REQUIREMENTS (IECC R402.1.2) 2X WOOD SILL WITH SILL SEALER, RE:ENGINEERING SEE STRUCTURAL FOR FOUNDATION WALL DETAILS DAMP -PROOFING AT ALL BELOW GRADE WALLS L NG WALL, SEE STRUCTURAL APOR BARRIER W/TAPED SEAMS SLAB/ ABOVE CRUSHED GRAVEL. FOUNDATION WALL MIN. l'-0EAND E TO WALL WITH TWO-SIDED TAPE. rel IECC TYPICAL WALL SECTION1 ATTIL: [91910 111 Y 1 UP 1 =I M-1 ]_T919 IECC AIR BARRIER AT ATTIC ACCESS n PANELI INSULATION AS REQUIRED BY TYR 3ULATION BAFFLE 3ULATED ACCESS PANEL .. JITHER STRIPPING AND TRIM AT OPENING IN FINISHED CEILING FENESTRATION AIR LEAKAGE fI.E.CC. SECTION R402.4.3) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT, AND SWING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT, WHEN TESTED ACCORDING TO NFRC 400 OR AAMAWJDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. EXCEPTION. SITE -BUILT WINDOWS, SKYLIGHTS, AND DOORS. MANDATORY AIR SEALING (I.E.C.C. SECTION W2.4) THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR INFILTRATION. THE FOLLOWING LOCATIONS SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED WITH AIR BARRIER MATERIAL TO LIMIT AIR INFILTRATION PER 2018 LE.G.C. SECTION R402 4.1' 1. AIR BARRIER AND THERMAL BARRIER 2 CEILING/ATTIC 3. WINDOWS, SKYLIGHTS, AND DOORS 4. RIM JOISTS 5. FLOORS 6. CRAWLSPACE WALLS T. SHAFTS, PENETRATIONS 8. NARROW CAVITIES 9. GARAGE SEPARATION 10. RECESSED LIGHTING 11. PLUMBING AND WIRING 12. SHOWER/ TUB ON EXTERIOR WALL 13. ELECTRICAL/ PHONE BOX ON EXTERIOR WALLS 14. HVAC REGISTER BOOT THAT PENETRATE BUILDING THERMAL ENVELOPE 15, FIREPLACE TESTING (I.E.C.C. SECTION 402.4.1.21 THE DWELLING UNIT MAY BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 3 AIR CHANGES PER HOUR IN CLIMATE ZONES 3 THROUGH 8. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCAL). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. R-20 BATT IN FRAMING CAVITY OR WOOD FRAMED R-138ATT+R-5 CONTINUOUS WALLS RIGID MASS WALLS R-13 CONTINUOUS RIGID AT EXTERIOR OR m R-17 CONTINUOUS RIGID AT INTERIOR BELOW GRADE WALLS R-19 BATT IN FRAMING CAVITY OR R-15 CONTINUOUS RIGID CEILING BELOW ATTIC R49 (SEE TYPES ON A005) ROOF WI NO ATTIC R-30 SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A (LIMITED TO 500 SF OR 20% OF ROOF AREA SLAB ON GRADE R-10 CONTINUOUS AT PERIMETER, DOWN > 2' FLOOR ABOVE R-30INFRAMING CAVITY UNCONDITIONED (PROVIDER -45 AT CANTELEVERED FLS) SPACE � Q nt WINDOWS AND U-FACTOR<I=0.30 DOORS SHGC - NO REQUIREMENT SKYLIGHTS U-FACTOR</=0.55 SHGC - NO REQUIREMENT 2X WOOD SILL WITH SILL SEALER, RE:ENGINEERING SEE STRUCTURAL FOR FOUNDATION WALL DETAILS DAMP -PROOFING AT ALL BELOW GRADE WALLS L NG WALL, SEE STRUCTURAL APOR BARRIER W/TAPED SEAMS SLAB/ ABOVE CRUSHED GRAVEL. FOUNDATION WALL MIN. l'-0EAND E TO WALL WITH TWO-SIDED TAPE. rel IECC TYPICAL WALL SECTION1 ATTIL: [91910 111 Y 1 UP 1 =I M-1 ]_T919 IECC AIR BARRIER AT ATTIC ACCESS n PANELI INSULATION AS REQUIRED BY TYR 3ULATION BAFFLE 3ULATED ACCESS PANEL .. JITHER STRIPPING AND TRIM AT OPENING IN FINISHED CEILING FENESTRATION AIR LEAKAGE fI.E.CC. SECTION R402.4.3) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT, AND SWING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT, WHEN TESTED ACCORDING TO NFRC 400 OR AAMAWJDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. EXCEPTION. SITE -BUILT WINDOWS, SKYLIGHTS, AND DOORS. MANDATORY AIR SEALING (I.E.C.C. SECTION W2.4) THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR INFILTRATION. THE FOLLOWING LOCATIONS SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED WITH AIR BARRIER MATERIAL TO LIMIT AIR INFILTRATION PER 2018 LE.G.C. SECTION R402 4.1' 1. AIR BARRIER AND THERMAL BARRIER 2 CEILING/ATTIC 3. WINDOWS, SKYLIGHTS, AND DOORS 4. RIM JOISTS 5. FLOORS 6. CRAWLSPACE WALLS T. SHAFTS, PENETRATIONS 8. NARROW CAVITIES 9. GARAGE SEPARATION 10. RECESSED LIGHTING 11. PLUMBING AND WIRING 12. SHOWER/ TUB ON EXTERIOR WALL 13. ELECTRICAL/ PHONE BOX ON EXTERIOR WALLS 14. HVAC REGISTER BOOT THAT PENETRATE BUILDING THERMAL ENVELOPE 15, FIREPLACE TESTING (I.E.C.C. SECTION 402.4.1.21 THE DWELLING UNIT MAY BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 3 AIR CHANGES PER HOUR IN CLIMATE ZONES 3 THROUGH 8. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCAL). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. H N t../ Z m DUCTS (I.E.C.C. SECTION R403.3) m V �w SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A Z N }p y > �z SEE STRUCTURAL FOR ALL FLOOR MINIMUM OF R-8, WHICH ARE 3" GREATER IN DIAMETER AND FRI WHERE �� E � Q nt O FRAMING DETAILS LESS THEN 3" IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER 1) (� AREAS SHALL BE INSULATED TO A MINIMUM OF R-6, WHICH ARE 3" OR SEE ELEVATIONS FOR EXTERIOR WALL GREATER IN DIAMETER AND R-0.2 WHERE LESS THAN 3" IN DIAMETER. v i CLADDING SYSTEM DUCTS OF PORTIONS OF THAT ARE COMPLETELY LOCATED INSIDE THE V ? w BUILDING THERMAL ENVELOPE ARE EXEMPT FROM INSULATION Lu > N w m REQUIREMENTS. AIR HANDLERS, CAVITIES, AND FILTER BOXES MUST Q O ALSO BE SEALED. o w 2 F O r A008 WRAP WEATHER BARRIER INTO OPENINGS DUCT TESTING (I.E.C.C. SECTION R403.3.31 ( 1 l/ p 00 o AND TAPE/SEAL PER MANUFACTURER'S DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY w m > LL z RECOMMENDATIONS, TYP. ONE OF THE FOLLOWING: o O Z M 1. ROUGH -IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A Q a0 3 PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PASCAL) ACROSS ❑ p THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER Ln i a ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. ALL J N R-30 INSULATION IN FLOOR ASSEMBLY REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING O a g 4 OVER UNCONDITIONED AREAS THE TEST. 2. POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE AMEASURED WITH A PRESSURE DIFFERENTIAL OF 1 INCH W.G. (25PASCAL) ACROSS THE ENTIRE SYSTEM, INCLUDING MANUFACTURER'S AIR HANDLER ENCLOSURE. REGISTERSSHALL BE TAPED OR OTHERWISE SEALED SEALED DURING lu ? TESTINGEXCEPTION'. A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED CRAWLSPACE OR BASEMENT WHERE THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN I=TTt-77 111-11 THE_ THE BUILDING THERMAL ENVELOPE. 2X WOOD SILL WITH SILL SEALER, RE:ENGINEERING SEE STRUCTURAL FOR FOUNDATION WALL DETAILS DAMP -PROOFING AT ALL BELOW GRADE WALLS L NG WALL, SEE STRUCTURAL APOR BARRIER W/TAPED SEAMS SLAB/ ABOVE CRUSHED GRAVEL. FOUNDATION WALL MIN. l'-0EAND E TO WALL WITH TWO-SIDED TAPE. rel IECC TYPICAL WALL SECTION1 ATTIL: [91910 111 Y 1 UP 1 =I M-1 ]_T919 IECC AIR BARRIER AT ATTIC ACCESS n PANELI INSULATION AS REQUIRED BY TYR 3ULATION BAFFLE 3ULATED ACCESS PANEL .. JITHER STRIPPING AND TRIM AT OPENING IN FINISHED CEILING FENESTRATION AIR LEAKAGE fI.E.CC. SECTION R402.4.3) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT, AND SWING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT, WHEN TESTED ACCORDING TO NFRC 400 OR AAMAWJDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. EXCEPTION. SITE -BUILT WINDOWS, SKYLIGHTS, AND DOORS. MANDATORY AIR SEALING (I.E.C.C. SECTION W2.4) THE BUILDING ENVELOPE SHALL BE SEALED TO LIMIT AIR INFILTRATION. THE FOLLOWING LOCATIONS SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED WITH AIR BARRIER MATERIAL TO LIMIT AIR INFILTRATION PER 2018 LE.G.C. SECTION R402 4.1' 1. AIR BARRIER AND THERMAL BARRIER 2 CEILING/ATTIC 3. WINDOWS, SKYLIGHTS, AND DOORS 4. RIM JOISTS 5. FLOORS 6. CRAWLSPACE WALLS T. SHAFTS, PENETRATIONS 8. NARROW CAVITIES 9. GARAGE SEPARATION 10. RECESSED LIGHTING 11. PLUMBING AND WIRING 12. SHOWER/ TUB ON EXTERIOR WALL 13. ELECTRICAL/ PHONE BOX ON EXTERIOR WALLS 14. HVAC REGISTER BOOT THAT PENETRATE BUILDING THERMAL ENVELOPE 15, FIREPLACE TESTING (I.E.C.C. SECTION 402.4.1.21 THE DWELLING UNIT MAY BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 3 AIR CHANGES PER HOUR IN CLIMATE ZONES 3 THROUGH 8. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCAL). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. PPDO L/LF Ov}O 0[E�O 0. 405039 0 - S"x }i gACHITEC'� BY CC CC 09/22/21 IECC DETAILS A006 H N N Z m 0 m V �w Z N }p > �z M o �� w � Q nt O M3 J L� v PPDO L/LF Ov}O 0[E�O 0. 405039 0 - S"x }i gACHITEC'� BY CC CC 09/22/21 IECC DETAILS A006 SHEET NOTES: -D1111UNIA 1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS, TYPICAL. 2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT OF 72' MINIMUM AND BE FINISHED PER OWNER SPECIFICATION. 3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE INSTALLED PER OWNER SPECIFICATION. 4. HOSE BIBBS: ALL FREEZE -PROOF TYPE, PROVIDE 24" SPLASHBLOCKS, PROVIDE NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER. 5. PAINTISTAIN: INTERIOR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER FOR LOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER. 6. DOOR DESIGN PER OWNER SPECIFICATION. 7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER M181 -CODES. B. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION. 9. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS. ELECTRICAL 1. ALL 120 -VOLT, SINGLE PHASE, 15. AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER- RESISTANT RECEPTACLES. (NEC ARTICLE 406.11) 3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY LAMPS. 4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REO'D PER 2015 IRC. & ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITH IN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315 IRC) Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12. Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with code section R303.4. Minimum Ceiling height shall be Tor accordance with section R305.1.1. Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1. Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7. Smoke Alarms shall comply with R314. Carbon Monoxide Alarms shall comply with R315 Emergency escape and egress shall comply with R310 Hot water pipe insulation shall comply with code section N1103.4.2. Domestic cooking exhaust equipment shall comply with code section M1503.1. Decorative gas fireplace shall comply with code sections 2432.1 —2432.3 or 2434.1-2434.2 Showers shall comply with P2708 Shower control valves shall comply with P2708.4 FPROPERTY LINE PLAN LEGEND Cm 8•• CONCRETE FOUNDATION WALL 8" CONCRETE FOUNDATION WALL WI Oo 3-1/2" STUD AND I/2•• GYP. BD. FINISH C2Ai 8•• CONCRETE FOUNDATION WALL W/ - 3.1/2" STUD, NO FINISH GYP. BD. C � 61 WOOD STUD W/ V2' GYP. BD. BOTH SIDES 4 4" WOOD STUD W/ 1/2' GYP. BD. BOTH a SIDES <4A\•' 4" WOOD STUD, 10 GYP. BD. ONE SIDE GENERAL NOTES A. DIMENSIONS SHOWN ARE TO FINISH FACE UNLESS NOTED OTHERWISE. & ALL WINDOWIDOOR DIMENSIONS ARE TO ROUGH OPENING. C. SEE WALL TYPE TAGS FOR WALL CONSTRUCTION. D. ALL NEW INTERIOR WALLS TO BE TYPE' 4' UNLESS NOTED OTHERWISE, E. REFER TO SHEET A003 FOR DOOR AND WINDOWS SCHEDULES. F. DOOR FRAMES TO BE LOCATED 4" FROM NOTED OTHERWISE. G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. H. ALL FLOOR LEVEL DATUMS REFERENCE TOP OF FINISHED FLOOR UNLESS NOTED OTHERWISE. FLOOR FINISH IS ASSUMED TO BE 3/4' WOOD FLOORING IN ALL LOCATIONS. SYMBOL LEGEND 112•• INT. GYP. BD, 6" WOOD STUD, 1R• O DENSGLASS SHEATHING, VAPOR BARRIER, $D HARDIEPANEL VERTICAL SIDINING 1g3#Fp 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2" C5AJ GENSGLASS SHEATHING, VAPOR BARRIER, HORIZONTAL CEDAR SIDING 5g 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2" GENSGLASS SHEATHING, VAPOR BARRIER, H METAL EXT. FINISH gO 112" INT. GYP. Be, 6" WOOD STUD, ill' EXT. (Do SHEATHING, VAPOR BARRIER, METAL LATH, S/ 3 -COAT STUCCO, WHITE GENERAL NOTES A. DIMENSIONS SHOWN ARE TO FINISH FACE UNLESS NOTED OTHERWISE. & ALL WINDOWIDOOR DIMENSIONS ARE TO ROUGH OPENING. C. SEE WALL TYPE TAGS FOR WALL CONSTRUCTION. D. ALL NEW INTERIOR WALLS TO BE TYPE' 4' UNLESS NOTED OTHERWISE, E. REFER TO SHEET A003 FOR DOOR AND WINDOWS SCHEDULES. F. DOOR FRAMES TO BE LOCATED 4" FROM NOTED OTHERWISE. G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. H. ALL FLOOR LEVEL DATUMS REFERENCE TOP OF FINISHED FLOOR UNLESS NOTED OTHERWISE. FLOOR FINISH IS ASSUMED TO BE 3/4' WOOD FLOORING IN ALL LOCATIONS. SYMBOL LEGEND M 0 v CC cc 09/22/21 BASEMENT PLAN Al 00 SWITCH Wt 3-WAYSWITCH $D DIMMER SWITCH 1g3#Fp DUPLEX I QUADPLEX OUTLET DUPLEX OUTLET W/ ONE RECEPTACLE CONTROLLED BY WALL SWITCH ® DUPLEX FLOORICEILING OUTLET 220V OUTLET, DEDICATED H TV DATA POINT �N WET LOCATION/GROUND-FAULT OUTLET (Do SPECIAL PURPOSE OUTLET S/ CARBON MONOXIDE / SMOKE DETECTOR 56'-0" EXHAUSTFAN O CEILING MOUNTED J -BOX FOR LIGHT AUTOMATIC GARAGE DOOR OPENER DENR PENE M 0 v CC cc 09/22/21 BASEMENT PLAN Al 00 56'-0" l" 1e• -s• 16•-r 7 214. 01 20•-1 ne• B-5' 12'-0" 9•-61/2• a 5'-5' V-4112' ,2. 1 - - - - - z. 7'-8112'• n 2 10'-9112.5.-0.. 1-311 _ _ _ - - - O A402 2 0 O CC SL ON -GRADE ABOVE m e 2 2 a 0 0 B� a _______ ___ _______Sill d4 __-____$ 3 � u - e 13—- 3'.4•'4A 001 O 1 3 3 FURANCE 12A 1.-9. 48.-1.. A401 18'-9' 8'-3" dA Ll W 2A 2'-4112" CONCRETE LANDING 1 b ABOVE o O WH SUMP...- NIn 0 D O A403 u 1 O 2 22 4A Fire protection of T I. I T floors R302.13 2 2A 2A o O= o :l 101-3' IA. PVC PIPE EMBEDDED VERTICALLY IN 0 UBSLAB AGGREGATE WV7" FITTING 28' 4114" DON SYSTEM. EXTEND UP THROUGH 2 BASEMENT 47'-11' 1 WINDOW WELL WI FLOOR DRAIN TIED 3 F ORS AND TERMINATE I2' MIN FROM _ INTO PERIMETER DRAIN, TYP. F AND 10' MIN AWAY FROM OPENINGS M 0 v CC cc 09/22/21 BASEMENT PLAN Al 00 SHEET NOTES: BUILDING: 1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS, TYPICAL. 2. ALL SHOWER STALIS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT OF 7T MINIMUM AND BE FINISHED PER OWNER SPECIFICATION. 3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE INSTALLED PER OWNER SPECIFICATION. 4. HOSE BIBBS' ALL FREEZE -PROOF TYPE, PROVIDE 24" SPLASHBLOCKS, PROVIDE NEW BIBBS AT LOCATIONS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER. S. PAINTISTAIN: INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER FORLOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER. 6. DOOR DESIGN PER OWNER SPECIFICATION. 7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER 20181 -CODES. 8. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION. 9. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS. Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12. Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with code section R303.4. Minimum Ceiling height shall be 7' or accordance with section R305.1.1. Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1. Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7. Smoke Alarms shall comply with R314. Carbon Monoxide Alarms shall comply with R315 Emergency escape and egress shall comply with R310 Hot water pipe insulation shall comply with code section N1103.4.2. Domestic cooking exhaust equipment shall comply with code section M1503.1. Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2 Showers shall comply with P2708 Shower control valves shall comply with P2708.4 ELECTRICAL: 1. ALL 120 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER- RESISTANT RECEPTACLES. (NEC ARTICLE W6.11) 3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY LAMPS. 4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNRS AS REQ'D PER 2015 IRC. 5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH 1217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. & AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNRS THAT HAVE ATTACHED GARAGES. (SECTION 315 IRC) Makeup air required Ml 503.6.1 exhaust systems capable of exhausting more than 400 cubic feet per minute shall be mechanically or passively provide with makeup an at a rate approximately equal to the exhaust air rate. Such makeup air systems shall bas equipped with not fewer than one damper complying with section Mt 503.6.2 0 0 O 00 000 86 SF PATIO //_100D 7.17% 1\ l 18'-Y PLAN LEGEND Ot m 8" CONCRETE FOUNDATION WALL $ 8" CONCRETE FOUNDATION WALL W/ Co 3-1/2" STUD AND 1/2" GYP. BD. FINISH </2A 8" CONCRETE FOUNDATION WALL W/ V 3-1/2" STUD, NO FINISH GYP. BD. O m IT WOOD STUD W/ 1/2' GYP. BD. BOTH SIDES Ce 4'1 WOOD STUD W/ V2'GYP. BD. BOTH ®®� IJ SIDES <4A> IT 4" WOOD STUD, 10 GYP. BD. ONE SIDE �n m O DENSGLASS SHEATHING, VAPOR BARRIER, HARDIEPANEL VERTICAL SIDINING S/ O 5A DENSGLASS SHEATHING, VAPOR BARRIER, O HORIZONTAL CEDAR SIDING U v DENSGLASS SHEATHING, VAPOR BARRIER, METAL EXT. FINISH O w SHEATHING, VAPOR BARRIER, METAL LATH, 3 -COAT STUCCO, WHITE INDOW WELL a, 8 e 5B • VEL 6 6 N dM M Dwelling -Garage O 0 0 O 00 000 86 SF PATIO //_100D 7.17% 1\ l 18'-Y PLAN LEGEND Ot m 8" CONCRETE FOUNDATION WALL $ 8" CONCRETE FOUNDATION WALL W/ Co 3-1/2" STUD AND 1/2" GYP. BD. FINISH </2A 8" CONCRETE FOUNDATION WALL W/ V 3-1/2" STUD, NO FINISH GYP. BD. O m IT WOOD STUD W/ 1/2' GYP. BD. BOTH SIDES Ce 4'1 WOOD STUD W/ V2'GYP. BD. BOTH ®®� IJ SIDES <4A> IT 4" WOOD STUD, 10 GYP. BD. ONE SIDE �n 1/2" INT. GYP. BD, 6" WOOD STUD, tl2' O DENSGLASS SHEATHING, VAPOR BARRIER, HARDIEPANEL VERTICAL SIDINING S/ 1Y2" INT. GYP. BD, 6" WOOD STUD, 1/2' 5A DENSGLASS SHEATHING, VAPOR BARRIER, O HORIZONTAL CEDAR SIDING 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' v DENSGLASS SHEATHING, VAPOR BARRIER, METAL EXT. FINISH O 1/2" INT. GYP. BD, 6" WOOD STUD, 10 EXT. SHEATHING, VAPOR BARRIER, METAL LATH, 3 -COAT STUCCO, WHITE 16'-7^ GENERAL NOTES A. DIMENSIONS SHOWN ARE TO FINISH FACE UNLESS NOTED OTHERWISE. B. ALL WINDOW/DOOR DIMENSIONS ARE TO ROUGH OPENING. C. SEE WALL TYPE TAGS FOR WALL CONSTRUCTION. D. ALL NEW INTERIOR WALLS TO BE TYPE' 4' UNLESS NOTED OTHERWISE. E. REFER TO SHEET A003 FOR DOOR AND WINDOWS SCHEDULES. F. DOOR FRAMES TO BE LOCATED 4" FROM CORNER IN STUD FRAMED WALL UNLESS NOTED OTHERWISE. G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. H. ALL FLOOR LEVEL DATUMS REFERENCE TOP OF FINISHED FLOOR UNLESS NOTED OTHERWISE. FLOOR FINISH IS ASSUMED TO BE 3/4" WOOD FLOORING IN ALL LOCATIONS. 21'.23/4^ SYMBOL LEGEND $ SWITCH $3 3 -WAY SWITCH $p DIMMER SWITCH 443 #� DUPLEX/ OUADPLEX OUTLET DUPLEX OUTLET W/ONE RECEPTACLE CONTROLLED BY WALL SWITCH DUPLEX FLOORICEILING OUTLET ®®� IJ 220V OUTLET, DEDICATED N TV DATA POINT �n WET LOCATION /GROUND -FAULT OUTLET T 1l2" SPECIAL PURPOSE OUTLET CARBON MONOXIDE / S/ SMOKE DETECTOR EXHAUSTFAN O CEILING MOUNTED J -BOX FOR LIGHT Oo�oOa PENE AUTOMATIC GARAGE DOOR OPENER 20' - 01/2' PL -BLDG 20' -0" FRONT SETBACK Z I- O -O U N O en W O H Q � ZO do K 00 vii Z vi w m � o HE1 III 47'-11' FACE OF STUD N. METER FIRST FLOOR Al 01 VY �. .. �..�.. U 8'-4 T 1l2" V 6 6 8 INDOW WELL a, • VEL 6 6 BENCH dM M Dwelling -Garage O EQp WORK BEN H Separation Table 302.6. Not C ° less than 5/8 inch Type X b .� ° gylgpmbogrdm equivalent .... 4 . , from habitable rooms above '.' Del O • IORO ' J =12..,,. ,. n l0 MUD OM 1008 3 the garage _• - a'. SLOPE GARAGE FLOOR 118"11 0 • OveiN 0 323 SF - •..,.. .O °... DRIVEWAY 18•-a uz 4 ----------------, 0 1,303 SF FIRST FL 1ooE 484 SF GARAGE KITCHEN —¢ _ 86 SF COVERED PATIO I H e n n 4'-0' M 4112" ]'-8' 323 SF DRIVEWAY DRIVEWAY w N �a i a 26 SF ENTRY STEPS , -- � N r i { 2,220 SF IMPERVIOUS Z 00 U DW -1C) JEO i 201-0141 - -EO 4 -- b Z Y(D o <4> r ,. , . .. ' PANTRY ___ ., _ . . w J (D 103 m _ _ 10-61/2" ,, M 3'-61/2' 10' 0" 4'-6" m --- --.DN O -- 20'-1'PL43LDG J \ UP__ S 3'-8' 4' 3'-8' 10'-81/2" — 15'-81R' e 6 - vz• svz• 3 F. 7s•-0 a�RY.1 f PERVIOUS PAVERS / Il 102 161 lJ 4 POWDER RM N T 6 0 LIVING ROOM P� 3 0. 4 r -o^ - DININ OOM it 8.75% 0 Q - EG EO �p a �O�QQ��Cn 19'-6^ - OFFICE 0 4 B R - w yJ��<OQ' ry 6'-21/2' ]'-0' 8'-31/2' 9'-1 12" 2'-41/2"4 1 1 _ O p CHECKED BY CC n ' - DRAWN BY cc N n FIRE 4 n_10 09/22/21 HE1 III 47'-11' FACE OF STUD N. METER FIRST FLOOR Al 01 SHEET NOTES: BUILDING 1, REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS, TYPICAL. 2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT OF 72" MINIMUM AND BE FINISHED PER OWNER SPECIFICATION. 3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE INSTALLED PER OWNER SPECIFICATION. 4. HOSE BIBBS: ALL FREEZE -PROOF TYPE, PROVIDE 24" SPUSHBLOCKS, PROVIDE NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER. 5. PAINT/STAIN: INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER FOR LOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER. & DOOR DESIGN PER OWNER SPECIFICATION. 7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER 28181 -CODES. 8. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION. 9. VERIFYALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS. Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12. Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with code section R303.4. Minimum Ceiling height shall be 7' or accordance with section R305.1.1. Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1. Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7. Smoke Alarms shall comply with R314. Carbon Monoxide Alarms shall comply with R315 Emergency escape and egress shall comply with R310 Hot water pipe insulation shall Comply with cede section N1103.4.2. Domestic cooking exhaust equipment shall comply with code section M1503.1. Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2 Showers shall comply with P2708 Shower control valves shall comply with P2708.4 ELECTRICAL 1. ALL 120 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER- RESISTANT RECEPTACLES, (NEC ARTICLE 406.11) 3. PROVIDE 1086/6 OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY LAMPS. 4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REO'D PER 2015 IRC. 5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315 INC) PLAN LEGEND Cmc 8" CONCRETE FOUNDATION WALL Oo��"" 8" CONCRETE FOUNDATION WALL W/ 3-1 IT STUD AND 1/2" GYP. BD. FINISH C 8" CONCRETE FOUNDATION WALL W/ _ 3-1IT STUD, NO FINISH GYP. BD. C3 l 6" WOOD STUD WI 1/2" GYP. BD, BOTH e SIDES Ce. . . 4-1 WOOD STUD WI 1/2' GYP. BD. BOTH w`0 000a PENE SIDES (4A\4 4" WOOD STUD, 1/2' GYP. BD. ONE SIDE ill" INT. GYP. BD, 6" WOOD STUD, 1/2" O DENSGLASS SHEATHING, VAPOR BARRIER, HARDIEPANEL VERTICAL SIDINING 1/2' INT. GYP. BD, 6" WOOD STUD, 1/2" O DENSGLASS SHEATHING, VAPOR BARRIER, HORIZONTAL CEDAR SIDING 5B 1I2' INT. GYP. BD. 6" WOOD STUD, 1/2" DENSGLASS SHEATHING, VAPOR BARRIER, METAL EXT. FINISH O f I2" INT. GYP. BD, 6" WOOD STUD, 1/2" EXT. SHEATHING, VAPOR BARRIER, METAL LATH, 3 -COAT STUCCO, WHITE GENERAL NOTES A. DIMENSIONS SHOWN ARE TO FINISH FACE B. ALL WINDOW/DOOR DIMENSIONS ARE TO ROUGH OPENING. C. SEE WALL TYPE TAGS FOR WALL CONSTRUCTION. D. ALL NEW INTERIOR WALLS TO BE TYPE' 4' UNLESS NOTED OTHERWISE. E. REFER TO SHEET A003 FOR DOOR AND WINDOWS SCHEDULES. F. DOOR FRAMES TO BE LOCATED 4" FROM CORNER IN STUD FRAMED WALL UNLESS NOTED OTHERWISE. G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. H. ALL FLOOR LEVEL DATUMS REFERENCE TOP OF FINISHED FLOOR UNLESS NOTED OTHERWISE. FLOOR FINISH IS ASSUMED TO BE 3/4" WOOD FLOORING IN ALL LOCATIONS. AP. v^ a -m SYMBOL LEGEND $ SWITCH $1 3 -WAY SWITCH $D DIMMER SWITCH �#3 4�p DUPLEX I QUADPLEX OUTLET QM DUPLEX OUTLET W1 ONE RECEPTACLE CONTROLLED BY WALL SWITCH ® DUPLEX FLOORICEILING OUTLET 5� 220V OUTLET, DEDICATED T H TV DATA POINT 0 Eri WET LOCATION I GROUND -FAULT OUTLET (Do SPECIAL PURPOSE OUTLET SI CARBON MONOXIDE I SMOKE DETECTOR EF EXHAUSTFAN O CEILING MOUNTED J -BOX FOR LIGHT w`0 000a PENE AUTOMATIC GARAGE DOOR OPENER n SECOND FL14 N ~ N N Z O Z m O m V �w N Z QQ}p E2 W P Q n I � M3 cc cc 09/22/21 SECOND FLOOR Al 02 SHEET NOTES: BUILDING 1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS, TYPICAL. 2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT OF 72' MINIMUM AND BE FINISHED PER OWNER SPECIFICATION. 3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE INSTALLED PER OWNER SPECIFICATION. 4. HOSE BIBBS: ALL FREEZE -PROOF TYPE, PROVIDE 24' SPLASHBLOCKS, PROVIDE NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER. 5. PAINT/STAIN: INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER FOR LOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER. 6. DOOR DESIGN PER OWNER SPECIFICATION. 7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER 20181 -CODES. & ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION. 9. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS. Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12. Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with code section R303.4. Minimum Ceiling height shall be 7' or accordance with section R305.1.1. Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1. Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7. Smoke Alarms shall comply with R314. Carbon Monoxide Alarms shall comply with R315 Emergency escape and egress shall comply with R310 Hot water pipe insulation shall comply with code section 1147103.4.2. Domestic cooking exhaust equipment shall comply with code section M1503.1. Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2 Showers shall comply with P2708 Shower control valves shall comply with P2708.4 2 A402 1 A401 1 A403 ELECTRICAL 1. ALL 120 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER- RESISTANT RECEPTACLES. (NEC ARTICLE 406.11) 3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY LAMPS. 4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REQ'D PER 2015 IRC 5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315 INC) PLAN LEGEND 0 T CONCRETE FOUNDATION WALL Oo 8" CONCRETE FOUNDATION WALL W/ 3-1/2' STUD AND 1/T GYP. BD. FINISH C_ T CONCRETE FOUNDATION WALL W/ 4�p " DUPLEX I QUADPLEX OUTLET 3-1/2' STUD, NO FINISH GYP. BD. 03 §1111 rte T WOOD STUD W/ 1/2" GYP. BD. BOTH N SIDES 4 4" WOOD STUD W/ 1/2" GYP. BD. BOTH SIDES <4A\a 4' WOOD STUD, 1/2' GYP. BD. ONE SIDE 10 INT. GYP. BD, T WOOD STUD, 1/2" O DENSGUSS SHEATHING, VAPOR BARRIER, HARDIEPANEL VERTICAL SIDINING N 1/2' INT. GYP. BD, 6' WOOD STUD, 1/2" <�5AJ IMM7171" My DENSGLASS SHEATHING, VAPOR BARRIER, � HORIZONTAL CEDAR SIDING 5B 1/2" INT. GYP, BD, 6' WOOD STUD, 1/2" DENSGLASS SHEATHING, VAPOR BARRIER, v METAL EXT. FINISH O 10 INT. GYP. BD, T WOOD STUD, 1/2' EXT. SHEATHING, VAPOR BARRIER, METAL LATH, 3 -COAT STUCCO, WHITE GENERAL NOTES A. DIMENSIONS SHOWN ARE TO FINISH FACE UNLESS NOTED OTHERWISE. B. ALL WINDOW/DOOR DIMENSIONS ARE TO ROUGH OPENING. C. SEE WALL TYPE TAGS FOR WALL CONSTRUCTION. D. ALL NEW INTERIOR WALLS TO BE TYPE UNLESS NOTED OTHERWISE. E. REFER TO SHEET A003 FOR DOOR AND WINDOWS SCHEDULES. F. DOOR FRAMES TO BE LOCATED 4" FROM CORNER IN STUD FRAMED WALL UNLESS NOTED OTHERWISE. G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. H. ALL FLOOR LEVEL DATUMS REFERENCE TOP OF FINISHED FLOOR UNLESS NOTED OTHERWISE. FLOOR FINISH IS ASSUMED TO BE 3/4' WOOD FLOORING IN ALL LOCATIONS. THIRD FL SYMBOL LEGEND QM ® n" AN E�iN (Do OSMOKE EF O SWITCH $y 3 -WAV SWITCH So DIMMER SWITCH 4�p " DUPLEX I QUADPLEX OUTLET QM ® n" AN E�iN (Do OSMOKE EF O DUPLEX OUTLET W/ ONE RECEPTACLE CONTROLLED BY WALL SWITCH DUPLEX FLOOWCEILING OUTLET 220V OUTLET, DEDICATED TV DATA POINT WET LOCATION I GROUND -FAULT OUTLET SPECIAL PURPOSE OUTLET CARBON MONOXIDE I DETECTOR EXHAUSTFAN CEILING MOUNTED J -BOX FOR LIGHT U N AUTOMATIC GARAGE DOOR OPENER N oo�oGa PENS Z N � v 0� OU LU N _ O U z > o e m Q Zv w o m � Ln O Ln O O v U O N ~ N N Z Z m W O m V �w N Z }p K w P a n I O M3 J V cc cc 991=1 THIRD FLOOR Al 03 D 5,474.4' 0 5,4]4]5' ® 54]3.58' INVERSE LEDGE D n T.O.C. PLAN 3/16" = 1'-0" 12-6"(2ND) M' (2ND) 9'-6 1/2"(1ST) 0 11'-O'(1ST) O 25'-Y(1ST) 0 8'-4 12" (2ND) 0 8'-0" (3RD) 0 VARIES -VAULTED T-85/8"(3RD) — 12'-0" (2ND) n T.O.PLATE PLAN U 3/16.. _ � �_0. 11 Checks, Awho. 09/22/21 T.O.C. 8 T.O.P. Al 04 N ~ N N F Z O m O m V La Z N (D Q}p K M o �� w P a n I 0 M� J V Checks, Awho. 09/22/21 T.O.C. 8 T.O.P. Al 04 SHEET NOTES: BUILDING 1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS, TYPICAL. 2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT OF 72' MINIMUM AND BE FINISHED PER OWNER SPECIFICATION. 3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE INSTALLED PER OWNER SPECIFICATION. 4. HOSE BIBBS: ALL FREEZE -PROOF TYPE, PROVIDE 24" SPLASHBLOCKS, PROVIDE NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER. 5. PAINTISTAIN: INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER FOR LOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER. 6. DOOR DESIGN PER OWNER SPECIFICATION. 7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER 20181 -CODES. 8. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION. 9. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS. IN TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER- RESISTANT RECEPTACLES. (NEC ARTICLE 406.11) 3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY LAMPS. 4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REQ'D PER 2015 IRC. 5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315 IRC) Solar- Ready Provisions Per T103.9, T103.9 (RA103.7) Electrical service space. The main electrical panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder location or the main breaker. IL ill" GYP. 81-91, B14 E ASMENT E4 PLAN LEGEND GENERAL NOTES SYMBOL LEGEND A. DIMENSIONS SHOWN ARE TO FINISH FACE h SWITCH Om , S 8" CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. W B. ALL WINDOW/DOOR DIMENSIONS ARE TO 3 -WAY SWITCH ROUGH OPENING.a 2 8"CONCRETE FOUNDATION WALL W/ C. SEE ROUGH PTYPEENIN TAGS FOR WALL @ DIMMER SWITCH 3-1IT STUD AND 112" GYP. BD. FINISH CONSTRUCTION. W� D. ALL NEW INTERIOR WALLS TO BE TYPE 4' C DUPLEX I OUADPLEX OUTLET _ S" CONCRETE FOUNDATION WALL W/ UNLESS NOTED OTHERWISE. � 3.1/T STUD, NO FINISH GYP. BD. E. REFER TO SHEET A003 FOR DOOR AND WINDOWS SCHEDULES. QM CONTROLLED LLEDBOUTLEW1 ONE RECEPTACLE F. DOOR FRAMES TO BE LOCATED 4" FROM CONTROLLED BV WALL SWITCH C�� 6" WOOD STUD WI 1/T GYP. BD. BOTH CORNER IN STUD FRAMED WALL UNLESS ® DUPLEX FLOOR/CEILING OUTLET �n SIDES NOTED OTHERWISE. G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY E�R 220V OUTLET, DEDICATED Oe 4-1 WOOD STUD W/ 1/2' GYP. BD. BOTH DISCREPANCIES TO THE ARCHITECT FOR SIDES CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. (q�a 4" WOOD STUD, 1/2' GYP. BD. ONE SIDE H. ALL FLOOR LEVEL DATUMS REFERENCE TOP ON TV DATA POINT OF FINISHED FLOOR UNLESS NOTED IWINT. GYP. BD, 6" WOOD STUD, 1/2" OTHERWISE. FLOOR FINISH IS ASSUMED TO DENSGO HARDIE PANELSS SHEATHING, SIAPOR BARRIER, BE 3140 WOOD FLOORING IN ALL LOCATIONS. �Fl WET LOCATION/GROUND-FAULT OUTLET HARDIEPANEL VERTICAL SIDINING 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' (DoSPECIAL PURPOSE OUTLET O DENSGLASS SHEATHING, VAPOR BARRIER, HORIZONTAL CEDAR SIDING SI CARBON MONOXIDE/ 5B 112" INT. GYP. BD, 6" WOOD STUD, 1/2" SMOKE OR DENSGLASS SHEATHING, VAPOR BARRIER, EXHAUST FAN METAL EXT. FINISH EF O 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' EXT. O CEILING MOUNTED J -BOX FOR SHEATHING, VAPOR BARRIER, METAL LATH, LIGHT 3 -COAT STUCCO, WHITE o� AUTOMATIC GARAGE DOOR OPENER PENS 1/7 GYP. BD. CLD. V-9-A.F.F. 1/T GYP. BD. CLS. a -9" A.F.F. 1/2' GYP. g1 -9m N ~ LIGHTING SCHEDULE TYPE MARK DESCRIPTION MOUNTING COMMENTS O m O L.1 RECESSED CAN LIGHT BATHROOM SCONCE WET LOCATION RECESSED CAN LIGHT SEMI -FLUSH OR PENDANT PER OWNER ISLAND PENDANT LIGHT OUTDOOR WALL SCONCE LARGE PENDANT LIGHT PER OWNER UNDERCABINET LIGHTING STAIRCHANDELIER STAIRWALLSCONCE VANITY SCONCE MASTER BATH CHANDELIER RECESSED _WALL MOUNTED RECESSED PENDANT OR SURFACE PENDANT WALL MOUNTED PENDANT MOUNTED UNDERNEATH UPPER CABINETS PENDANT, REINFORCE STRUCTURE ABOVE FOR WEIGHT, RE: STRUCTURAL WALL MOUNTED WALL MOUNTED PENDANT LED FOR ID0% EFFICIENCY LIGHTING PLAN LEOFOR 100% EFFICIENCY LIGHTING PLAN LED FOR 1D0% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN 'LED FOR 100% EFFICIENCY LIGHTING PLAN L2 L.3 LA L.5 LA L.7 LB L9 LAO L., L.13 Solar- Ready Provisions Per T103.9, T103.9 (RA103.7) Electrical service space. The main electrical panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder location or the main breaker. IL ill" GYP. 81-91, B14 E ASMENT E4 PLAN LEGEND GENERAL NOTES SYMBOL LEGEND A. DIMENSIONS SHOWN ARE TO FINISH FACE h SWITCH Om , S 8" CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. W B. ALL WINDOW/DOOR DIMENSIONS ARE TO 3 -WAY SWITCH ROUGH OPENING.a 2 8"CONCRETE FOUNDATION WALL W/ C. SEE ROUGH PTYPEENIN TAGS FOR WALL @ DIMMER SWITCH 3-1IT STUD AND 112" GYP. BD. FINISH CONSTRUCTION. W� D. ALL NEW INTERIOR WALLS TO BE TYPE 4' C DUPLEX I OUADPLEX OUTLET _ S" CONCRETE FOUNDATION WALL W/ UNLESS NOTED OTHERWISE. � 3.1/T STUD, NO FINISH GYP. BD. E. REFER TO SHEET A003 FOR DOOR AND WINDOWS SCHEDULES. QM CONTROLLED LLEDBOUTLEW1 ONE RECEPTACLE F. DOOR FRAMES TO BE LOCATED 4" FROM CONTROLLED BV WALL SWITCH C�� 6" WOOD STUD WI 1/T GYP. BD. BOTH CORNER IN STUD FRAMED WALL UNLESS ® DUPLEX FLOOR/CEILING OUTLET �n SIDES NOTED OTHERWISE. G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY E�R 220V OUTLET, DEDICATED Oe 4-1 WOOD STUD W/ 1/2' GYP. BD. BOTH DISCREPANCIES TO THE ARCHITECT FOR SIDES CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. (q�a 4" WOOD STUD, 1/2' GYP. BD. ONE SIDE H. ALL FLOOR LEVEL DATUMS REFERENCE TOP ON TV DATA POINT OF FINISHED FLOOR UNLESS NOTED IWINT. GYP. BD, 6" WOOD STUD, 1/2" OTHERWISE. FLOOR FINISH IS ASSUMED TO DENSGO HARDIE PANELSS SHEATHING, SIAPOR BARRIER, BE 3140 WOOD FLOORING IN ALL LOCATIONS. �Fl WET LOCATION/GROUND-FAULT OUTLET HARDIEPANEL VERTICAL SIDINING 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' (DoSPECIAL PURPOSE OUTLET O DENSGLASS SHEATHING, VAPOR BARRIER, HORIZONTAL CEDAR SIDING SI CARBON MONOXIDE/ 5B 112" INT. GYP. BD, 6" WOOD STUD, 1/2" SMOKE OR DENSGLASS SHEATHING, VAPOR BARRIER, EXHAUST FAN METAL EXT. FINISH EF O 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' EXT. O CEILING MOUNTED J -BOX FOR SHEATHING, VAPOR BARRIER, METAL LATH, LIGHT 3 -COAT STUCCO, WHITE o� AUTOMATIC GARAGE DOOR OPENER PENS 1/7 GYP. BD. CLD. V-9-A.F.F. 1/T GYP. BD. CLS. a -9" A.F.F. 1/2' GYP. g1 -9m CC CC 09/22/21 BASEMENT RCP A201 N ~ N N F Z O m O m V Z N'u }}p % K M o r, w � Q n I O M3 J V CC CC 09/22/21 BASEMENT RCP A201 SHEET NOTES: ;TT1I,11M 1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS, TYPICAL. 2. ALL SHOWER STALLS SHALL HAVE NON-ABSORBENT SURFACE TO THE HEIGHT OF 72' MINIMUM AND BE FINISHED PER OWNER SPECIFICATION. 3. BATH AND KITCHEN: CABINETS, BACKSPLASH, MIRROR, AND LIGHTS SHALL BE INSTALLED PER OWNER SPECIFICATION. 4. HOSE BIBBS: ALL FREEZE -PROOF TYPE, PROVIDE 24" SPLASHBLOCKS, PROVIDE NEW BIBBS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT W ITH OWNER. 5. PAINT/STAIN: INTEROR PAINT PER OWNER SPECIFICATIONS, REFER TO OWNER FOR LOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER. 6. DOOR DESIGN PER OWNER SPECIFICATION. T. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER 20181 -CODES. 8. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION. 9. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS. 1\I»TAUVr21 1. ALL 121) -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS SUNROOMS RECREATION ROOMS CLOSETS HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARGFAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER- RESISTANT RECEPTACLES. (NEC ARTICLE 406.11) 3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY LAMPS. 4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REDID PER 2015 IRC. 5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2I7 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315 IRC) LIGHTING SCHEDULE iSED CAN LIGHT RECESSED LED FOR 100% EFFICIENCY LIGHTING tCOM SCONCE WALL MOUNTED LED FOR 100% EFFICIENCY LIGHTING_ OCATION RECESSED CAN LIGHT RECESSED LED FOR 100% EFFICIENCY LIGHTING LUSH OR PENDANT PER OWNER PENDANT OR SURFACE LED FOR 100% EFFICIENCY LIGHTING ]PENDANT LIGHT PENDANT LED FOR 100% EFFICIENCY LIGHTING )OR WALL SCONCE WALL MOUNTED LED FOR 100% EFFICIENCY LIGHTING f PENDANT LIGHT PER OWNER PENDANT LED FOR 100% EFFICIENCY LIGHTING 2CABINET LIGHTING MOUNTED UNDERNEATH UPPER CABINETS LED FOR 100% EFFICIENCY LIGHTING CHANDELIER PENDANT, REINFORCE STRUCTURE ABOVE FOR WEIGHT, RE: STRUCTURAL LED FOR 100% EFFICIENCY LIGHTING WALL SCONCE WALL MOUNTED LED FOR 100% EFFICIENCY LIGHTING V SCONCE WALL MOUNTED LED FOR 100% EFFICIENCY LIGHTING PLAN LEGEND GENERAL NOTES SYMBOL LEGEND A. DIMENSIONS SHOWN ARE TO FINISH FACE SWITCH <,> 8" CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. B. ALL WINDOW/DOOR DIMENSIONS ARE TO ROUGH OPENING.a 3 -WAV SWITCH 8" CONCRETE FOUNDATION WALL WI C. SEE WALL TYPE TAGS FOR WALL 2 3-112" STUD AND I@DIMMER SWITCH" GYP. BD. FINISH CONSTRUCTION. p D. ALL NEW INTERIOR WALLS TO BE TYPE 4' <pA�� 8" CONCRETE FOUNDATION WALL W/ UNLESS NOTED OTHERWISE. 1g3 #=o DUPLEX/ OUADPLEX OUTLET 3-112" STUD, NO FINISH GYP. BD. E. REFER TO SHEET A003 FOR DOOR AND DUPLEX OUTLET W/ ONE RECEPTACLE WINDOWS SCHEDULES. 40 CONTROLLED BY WALL SWITCH F. DOOR FRAMES TO BE LOCATED 4" FROM On 6" V2 WOOD STUD W/ ' GYP. BD. BOTH CORNER IN STUD FRAMED WALL UNLESS ® DUPLEX FLOORICEILING OUTLET SIDES NOTED OTHERWISE. G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY f 220V OUTLET, DEDICATED C e 4" WOOD STUD W/ 1/2' GYP. BD. BOTH DISCREPANCIES TO THE ARCHITECT FOR SIDES CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. qA a 4" WOOD STUD, 1/2' GYP. BD. ONE SIDE H. ALL FLOOR LEVEL DATUMS REFERENCE TOP V TV DATA POINT OF FINISHED FLOOR UNLESS NOTED 1/2" INT. GYP. BD, 6" WOOD O STUD, 1l2' OTHERWISE. FLOOR FINISH IS ASSUMED TO rmap DENSGLASS SHEATHING, VAPORBARRIER, BE3/4'WOOD FLOORING IN ALL LOCATIONS. WET LOCATION/GROUND-FAULT OUTLET HARDIEPANEL VERTICAL SIDINING 112" INT. GYP. BD, 6" WOOD STUD, 1/2' Gm SPECIAL PURPOSE OUTLET 5A �I DENSGLASS SHEATHING, VAPOR BARRIER, HORIZONTAL CEDAR SIDING S/ CARBON MONOXIDE/ 112" INT. GYP. BD, 6" WOOD STUD, MR SMOKE OR DENSGLASS SHEATHING, VAPOR BARRIER, EXHAUST FAN METAL EXT. FINISH EF gO 1/2" INT. GYP. BD, 6" WOOD STUD, 10 EXT. O CEILING MOUNTED J -BOX FOR SHEATHING, VAPOR BARRIER, METAL LATH, LIGHT 3 -COAT STUCCO, WHITE p AUTOMATIC GARAGE DOOR OPENER PENE FIRST FLOOR RCP A202 N ~ N N F Z O m O m V �w Z N }p K M o �� w P a n I O M3 J V FIRST FLOOR RCP A202 SHEET NOTES: BUILDING 1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS, TYPICAL. 2. ALL SHOWER STALLS SHALL HAVE NONABSORBENT SURFACE TO THE HEIGHT OF 72" MINIMUM AND BE FINISHED PER OWNER SPECIFICATION. 3. BATH AND KITCHEN: CABINETS, BACKSPUSH, MIRROR, AND LIGHTS SHALL BE INSTALLED PER OWNER SPECIFICATION. 4. HOSE BEES. ALL FREEZE -PROOF TYPE, PROVIDE 24" SPLASHBLOCKS, PROVIDE NEW SIMS AT LOCATIOS PER PLANS, VERIFY FINAL PLACEMENT WITH OWNER, 5. PAINTISTAIN: INTEROR PAINT PER OWNER SPECIFICATION5, REFER TO OWNER FORLOCATIONS. EXTERIOR WHITE PAINT TO BE SELECTED BY OWNER. 6. DOOR DESIGN PER OWNER SPECIFICATION. 7. MECHANICAL CHASES AD CHIMNEY SHALL BE PROTECTED AS REQUIRED PER 2018 I -CODES. 8. ALL INTERIOR TRIM PIECES PER OWNER SPECIFICATION. S. VERIFY ALL FINISH GRADE BEFORE CONSTRUCTING EXTERIOR STAIRS. IN TO PROVIDE PROTECTION OF THE BRANCH CIRCU R. 2. ALL 125 -VOLT 15 AND 20 -AMPERE RECEPTACLES IN AREAS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER- RESISTANT RECEPTACLES. (NEC ARTICLE 406.11) 3. PROVIDE 100% OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES TO BE HIGH -EFFICACY LAMPS. 4. PROVIDE NEW CARBON MONOXIDE AND SMOKE DETECTOR COMBINATION UNITS AS REQ'D PER ALL 5IRC . 5. ALL SMOKE ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 6. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. (SECTION 315 IRM SECOND FL PLAN LEGEND GENERAL NOTES SYMBOL LEGEND A. DIMENSIONS SHOWN ARE TO FINISH FACE SWITCH Oma 8" CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. B. ALL WINDOW/DOOR DIMENSIONS ARE TO 3 -WAY SWITCH ROUGH OPENING.3 8" CONCRETE FOUNDATION WALL W/ C. SEE WALL TYPE TAGS FOR WALL 20 3-1/2" STUD AND 1Y" GYP. BE. FINISH CONSTRUCTION. $p DIMMER SWITCH D. ALL NEW INTERIOR WALLS TO BE TYPE '4' C N 8" CONCRETE FOUNDATION WALL W/ UNLESS NOTED OTHERWISE. S)3#PO DUPLEX/ OUADPLEX OUTLET 3-112" STUD, NO FINISH GYP. BD. E. REFER TO SHEET A003 FOR DOOR AND WINDOWS SCHEDULES. CONTROLLED LLEDBOUTLEW/ ONE RECEPTACLE F. DOOR FRAMES TO BE LOCATED 4"FROM CONTROLLED BY WALL SWITCH C6" WOOD STUD W/ 1/2' GYP. BD. BOTH CORNER IN STUD FRAMED WALL UNLESS ® DUPLEX FLOOR/CEILING OUTLET �n SIDES NOTED OTHERWISE. G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY 20V OUTLET, DEDICATED 4 4" WOOD STUD W/ 1/2' GYP. BD. BOTH DISCREPANCIES TO THE ARCHITECT FOR SIDES CLARIFICATION PRIOR TO PROCEEDING W ITH CONSTRUCTION. qA y 4" WOOD STUD, 1? GYP. BD. ONE SIDE H. ALL FLOOR LEVEL DATUMS REFERENCE TOP N TV DATA POINT OF FINISHED FLOOR UNLESS NOTED 112" INT. GYP. BD, 6" WOOD STUD, 1/2' OTHERWISE. FLOOR FINISH IS ASSUMED TO DENSGO ®" HARDIE SS PANELSHEATHING, SIAPOR BARRIER, BE3/4"WOOD FLOORING IN ALL LOCATIONS. ��' WET LOCATION/GROUND-FAULT OUTLET HARDIEPANEL VERTICAL SIDINING 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' SPECIAL PURPOSE OUTLET O DENSGUSS SHEATHING, VAPOR BARRIER, HORIZONTAL CEDAR SIDING S/ CARBON MONOXIDE / 5B 1/2" INT. GYP. ED, 6" WOOD STUD, 1/2' SMOKE TOR DENSGLASS SHEATHING, VAPOR BARRIER, EXHAUST FAN METAL EXT. FINISH EF gO 1/2" INT. GYP. BD, 6" WOOD STUD, ill' EXT. O CEILING MOUNTED J -BOX FOR SHEATHING, VAPOR BARRIER, METAL LATH, LIGHT 3 -COAT STUCCO, WHITE AMG AUTOMATIC GARAGE DOOR OPENER [=R PENS 2 THIRD FL 1/4., = 1,_D. N ~ LIGHTING SCHEDULE TYPE MARK DESCRIPTION MOUNTING COMMENTS O m O L.1 RECESSED CAN LIGHT RECESSED LED FOR 100% EFFICIENCY LIGHTING PLAN L.2 I BATHROOM SCONCE WALL MOUNTED LED FOR 100% EFFICIENCY LIGHTING PLAN L.3 IWET LOCATION RECESSED CAN LIGHT RECESSED LED FOR 100% EFFICIENCY LIGHTING PLAN LA L5 L.6 LT SEMI -FLUSH OR PENDANT PER OWNER ISLAND PENDANT LIGHT OUTDOOR WALL SCONCE 'LARGE PENDANT LIGHT PER OWNER UNDERCABINET LIGHTING STAIR CHANDELIER STAIR WALL SCONCE VANITY SCONCE MASTER BATH CHANDELIER PENDANT OR SURFACE PENDANT WALL MOUNTED PENDANT MOUNTED UNDERNEATH UPPER CABINETS PENDANT, REINFORCE STRUCTURE ABOVE FOR WEIGHT, RE: STRUCTURAL 'WALL MOUNTED WALL MOUNTED PENDANT1 LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PLAN LED FOR 100% EFFICIENCY LIGHTING PUN LED FOR 100% EFFICIENCY LIGHTING PUN LED FOR 100% EFFICIENCY LIGHTING PUN L.8 L.9 L.10 LAI L.13 SECOND FL PLAN LEGEND GENERAL NOTES SYMBOL LEGEND A. DIMENSIONS SHOWN ARE TO FINISH FACE SWITCH Oma 8" CONCRETE FOUNDATION WALL UNLESS NOTED OTHERWISE. B. ALL WINDOW/DOOR DIMENSIONS ARE TO 3 -WAY SWITCH ROUGH OPENING.3 8" CONCRETE FOUNDATION WALL W/ C. SEE WALL TYPE TAGS FOR WALL 20 3-1/2" STUD AND 1Y" GYP. BE. FINISH CONSTRUCTION. $p DIMMER SWITCH D. ALL NEW INTERIOR WALLS TO BE TYPE '4' C N 8" CONCRETE FOUNDATION WALL W/ UNLESS NOTED OTHERWISE. S)3#PO DUPLEX/ OUADPLEX OUTLET 3-112" STUD, NO FINISH GYP. BD. E. REFER TO SHEET A003 FOR DOOR AND WINDOWS SCHEDULES. CONTROLLED LLEDBOUTLEW/ ONE RECEPTACLE F. DOOR FRAMES TO BE LOCATED 4"FROM CONTROLLED BY WALL SWITCH C6" WOOD STUD W/ 1/2' GYP. BD. BOTH CORNER IN STUD FRAMED WALL UNLESS ® DUPLEX FLOOR/CEILING OUTLET �n SIDES NOTED OTHERWISE. G. FIELD VERIFY ALL DIMENSIONS. REPORT ANY 20V OUTLET, DEDICATED 4 4" WOOD STUD W/ 1/2' GYP. BD. BOTH DISCREPANCIES TO THE ARCHITECT FOR SIDES CLARIFICATION PRIOR TO PROCEEDING W ITH CONSTRUCTION. qA y 4" WOOD STUD, 1? GYP. BD. ONE SIDE H. ALL FLOOR LEVEL DATUMS REFERENCE TOP N TV DATA POINT OF FINISHED FLOOR UNLESS NOTED 112" INT. GYP. BD, 6" WOOD STUD, 1/2' OTHERWISE. FLOOR FINISH IS ASSUMED TO DENSGO ®" HARDIE SS PANELSHEATHING, SIAPOR BARRIER, BE3/4"WOOD FLOORING IN ALL LOCATIONS. ��' WET LOCATION/GROUND-FAULT OUTLET HARDIEPANEL VERTICAL SIDINING 1/2" INT. GYP. BD, 6" WOOD STUD, 1/2' SPECIAL PURPOSE OUTLET O DENSGUSS SHEATHING, VAPOR BARRIER, HORIZONTAL CEDAR SIDING S/ CARBON MONOXIDE / 5B 1/2" INT. GYP. ED, 6" WOOD STUD, 1/2' SMOKE TOR DENSGLASS SHEATHING, VAPOR BARRIER, EXHAUST FAN METAL EXT. FINISH EF gO 1/2" INT. GYP. BD, 6" WOOD STUD, ill' EXT. O CEILING MOUNTED J -BOX FOR SHEATHING, VAPOR BARRIER, METAL LATH, LIGHT 3 -COAT STUCCO, WHITE AMG AUTOMATIC GARAGE DOOR OPENER [=R PENS 2 THIRD FL 1/4., = 1,_D. CC CC 09/22/21 SECOND &THIRD FL RCP A203 N ~ N N F Z O m O m V �w Z N }p K M o r, w P a n I O M3 J V CC CC 09/22/21 SECOND &THIRD FL RCP A203 — — _ — — — GUTTER AND DOWNSPOUT PER CODE 3 THIRD Fes_ PARAPET – – – 11A– – -5496'-Alt,! 2'-6"X6'-0"CASEMENT CASEMENT 2'-6" 1 1 8'-0" 2 B 5'-0" x 6'-0" FIXED A403 Ad01 51-01, A402 8'-0" TEMPER GLASS C .. .. FIXED BLACK BRAKE METAEL ENTRY DETAIL 6' - 0' T-6" MULL WITH WINDOW TYPE "C", TEMPER GLASS D-- 2 0 X 6'-0" FIXED WHITE STUCCO / b` T-0" V-45/8" 7'-6" 2'-0" E-- 2 6 XT-0"FIXED FIXED 2'-6' 7' 0' 10'-6" TEMPER AT HAZ LOCATIONS G - —� FIXED 2.5"HEADER, SILL, TRIM - VARIES TEMPER AT HAZ LOCATIONS H 26X4'-0"FIXED FIXED IJAMB ALL SIDING - ROO- - - - 4'-0' 7-6" __LOCATIONS, 1 - 2 6' X4'-0" CASEMENT CASEMENT LOCATIONS, TYP.— — 55N'- 4" 6'-0"1' 17/8' J 2-6'X2'-6"AWNING AWNING 2'-6' 21-611 T -0 - TEMPER AT WET LOCATION K 2-6" X 2'-6" FIXED FIXED 2' - 61,2' - 6' 7'$" u^,zd, L 2'-6" X 5'-6" CASEMENT CASEMENT. 2' - 6" HORIZONTAL COMPOSITE SIDING VARIES EGRESS AT BEDROOM LOCATIONS M BLACK METAL RAILING FIXED 21-611 51-611 8'-0" TEMPER GLASS OVER TUB N T-0" X 7'-4" FIXED PER OWNER SPECIFICATION 31-01, T - 4" 8'-0" TEMPER GLASS O ��• FIXED 21-81,T- 4' VARIES MULL WITH WINDOWS IN BLOCK, TEMPER GLASS P 2'-O' X 5-0" FIXED FIXED 21-01,5' - Oil8'-0" - - a 5'-O' X 2-0" FIXED FIXED 51-01,2' - 0' 6'-8" TEMPER IN HAZ LOCATIONS w V—' FIXED 3 -COAT WHITE STUCCO 7' - 4" — — _ — — — GUTTER AND DOWNSPOUT PER CODE 3 THIRD Fes_ PARAPET – – – 11A– – -5496'-Alt,! A 2'-6"X6'-0"CASEMENT CASEMENT 2'-6" 6'-0" 8'-0" EGRESS WINDOW B 5'-0" x 6'-0" FIXED FIXED 51-01, 6' - 0" 8'-0" TEMPER GLASS C v FIXED 6' - 0' 6' - 0' T-6" MULL WITH WINDOW TYPE "C", TEMPER GLASS D-- 2 0 X 6'-0" FIXED WHITE STUCCO / 21.01161-011 T-0" V-45/8" 7'-6" 2'-0" E-- 2 6 XT-0"FIXED FIXED 2'-6' 7' 0' 10'-6" TEMPER AT HAZ LOCATIONS G - T-0" X 4'-6" FIXED FIXED T - 0' 4' - 6' VARIES TEMPER AT HAZ LOCATIONS H 26X4'-0"FIXED FIXED 2'-6' 4'-0' 7-6" - 1 - 2 6' X4'-0" CASEMENT CASEMENT 0 2'-0" 6'-0"1' 17/8' J 2-6'X2'-6"AWNING AWNING 2'-6' 21-611 7-6" TEMPER AT WET LOCATION K 2-6" X 2'-6" FIXED FIXED 2' - 61,2' - 6' 7'$" u^,zd, L 2'-6" X 5'-6" CASEMENT CASEMENT. 2' - 6" 5'- 6" VARIES EGRESS AT BEDROOM LOCATIONS M 2'-6" X 5'-6" FIXED FIXED 21-611 51-611 8'-0" TEMPER GLASS OVER TUB N T-0" X 7'-4" FIXED FIXED 31-01, T - 4" 8'-0" TEMPER GLASS O 2'-8' X 7-4" FIXED FIXED 21-81,T- 4' VARIES MULL WITH WINDOWS IN BLOCK, TEMPER GLASS P 2'-O' X 5-0" FIXED FIXED 21-01,5' - Oil8'-0" - - Q. - 5'-O' X 2-0" FIXED FIXED 51-01,2' - 0' 6'-8" TEMPER IN HAZ LOCATIONS w V—' FIXED 46:00. 7' - 4" 10'-0" TEMPER GLASS S 6'-0" X 5'-0" FIXED FIXED 6' - 0" 5' - 0" 8'-0" !=RENT T 4'-0"X4'-6"SLIDER SLIDER - 4'-0" 4'-6" 7'-6" BASEMENT EGRESS WINDOW U 3'-O" x 2'-0" FIXED FIXED - 3' - 0" 2' - 0" 8'-0" TEMPER GLASS V. x w 5'- 0" 5'- 6" 8'-0" TEMPER GLASS OVER TUB a m 0 \ Q@D�. o $ c n W-61/8' - - ¢ 0 n PL -BLDG SECOND FL � – – – – – – 5485' - 10" V 6-0.1 5'-0" 1'-45/B" \L\\ i d '51-0' SIDE SETBACK Og L6 16 SETBACK c jSIDE 1ooA '� o FIRST FL A 2'-6"X6'-0"CASEMENT CASEMENT 2'-6" 6'-0" 8'-0" EGRESS WINDOW B 5'-0" x 6'-0" FIXED FIXED 51-01, 6' - 0" 8'-0" TEMPER GLASS C 6'-0" X V-0" FIXED FIXED 6' - 0' 6' - 0' T-6" MULL WITH WINDOW TYPE "C", TEMPER GLASS D-- 2 0 X 6'-0" FIXED FIXED 21.01161-011 w 7'-6" MULL WITH WINDOW TYPE "C", TEMPER GLASS E-- 2 6 XT-0"FIXED FIXED 2'-6' 7' 0' 10'-6" TEMPER AT HAZ LOCATIONS G - T-0" X 4'-6" FIXED FIXED T - 0' 4' - 6' VARIES TEMPER AT HAZ LOCATIONS H 26X4'-0"FIXED FIXED 2'-6' 4'-0' 7-6" - 1 - 2 6' X4'-0" CASEMENT CASEMENT 2'-6' 41-011 7-6" BEDROOM EGRESS WINDOW J 2-6'X2'-6"AWNING AWNING 2'-6' 21-611 7-6" TEMPER AT WET LOCATION K 2-6" X 2'-6" FIXED FIXED 2' - 61,2' - 6' 7'$" u^,zd, L 2'-6" X 5'-6" CASEMENT CASEMENT. 2' - 6" 5'- 6" VARIES EGRESS AT BEDROOM LOCATIONS M 2'-6" X 5'-6" FIXED FIXED 21-611 51-611 8'-0" TEMPER GLASS OVER TUB N T-0" X 7'-4" FIXED FIXED 31-01, T - 4" 8'-0" TEMPER GLASS O 2'-8' X 7-4" FIXED FIXED 21-81,T- 4' VARIES MULL WITH WINDOWS IN BLOCK, TEMPER GLASS P 2'-O' X 5-0" FIXED FIXED 21-01,5' - Oil8'-0" - - Q. - 5'-O' X 2-0" FIXED FIXED 51-01,2' - 0' 6'-8" TEMPER IN HAZ LOCATIONS R. 6'-0" X 7'-4" FIXED FIXED 6' - 0" 7' - 4" 10'-0" TEMPER GLASS S 6'-0" X 5'-0" FIXED FIXED 6' - 0" 5' - 0" 8'-0" !=RENT T 4'-0"X4'-6"SLIDER SLIDER - 4'-0" 4'-6" 7'-6" BASEMENT EGRESS WINDOW U 3'-O" x 2'-0" FIXED FIXED - 3' - 0" 2' - 0" 8'-0" TEMPER GLASS V. 5'-0" X 5'-6" FIXED FIXED 5'- 0" 5'- 6" 8'-0" TEMPER GLASS OVER TUB - - - - — — — — — — 5475' BASE PLANE Il 5472'- 2 12 1 /8" 1 East GUTTERAND DOWNSPOUT PER CODE 3 -COAT STUCCO, WHITE POP UP ROOF AT STAIR ROOF I� 5504'4" 7 FOR HEAD CLEARANCE THIRD _ �� _ _ }_ _�, _ _ _ _ _ _ RD FL _ _ _ _ _ _ _ _ _ _ _ _ _ _ rt5496'41/2" 04100'- IU 2' - 6" 2 -6'p Z-611 2' 6" 0 m 1COAT STUCCO, WHITE SECOND FL _ –_ –_ –_ – – -- North 1/4" = 1'-0" -54-85'- 10" ELECTRICAL PANEL FIRS FL _ 5475'- 0" V -- - _ _ _ – — _ _ _ _ �` _ BASE PLA -- – – - 041Z-2 ELEVATIONS A301 UN N ~ N d N o � Z m O m V z La N (D N Q}p K M o �� P a w n I J uo LuOU QN d N 01 m � o _O Z >m o z n Q 3HECKED BY u^,zd, w o 09/22/21 m � ELEVATIONS A301 N ~ N z N o Z m O m V La N (D Z Q}p K M o �� P a w n I J QN d 01 3HECKED BY Checks, 3RAWN BY Awho, 09/22/21 ELEVATIONS A301 am mom mom mom mom mom mom ANN ANN mom mom ANN mom mom mom ANN ANN GNP mom mom ANN mom mom ANN ANN mom, mom mom ANN ANN mom mom ANN ANN mom NEW NEW ANN ANN mom mom NEW mom MEN mom sm, mom mom mom mmm� amp amm _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ mmm mmm NNIN mmm ININ T ......... . I I ROOF - - - - - - - - --- - - - - - - - - - - - - u 02 L GI 1 20'- 0' SETBACK mm _ ____ _-� __5496'--41/� 2'-6' 5'-av4"Ra. 3'-0" _ _ _ _ F - I T.O.PARAPET -: a- * M I 5495'- 10" d w I x 0 I o 0 0 m GUTTER & D WNSPOUT PER CODE 2•-6.. 2.-6. - ` I -k MENOMINEE C n m ( _ _ SECOND FL n 5485' 3'-0" T-0" 6'-0' 0' -1 1/4" PL -BLDG I 0 I I I FIRST FL 5475 0 2. - - - - - - - - - - - - - - - - - - - - - - - - - - - BASE PLANE 5479'- 2 118" V 1 South 1/4" = 1'-0" N ~ 9'9• .. "- '3 2.5" HEADER, SILL, N z O m V Z N'u /4'I i'-0' IT, AND JAMB TRIM o r, w P a n I J H =� N ROOF n 5'-• 0" _ POWDER COATED BLACK METAL 5504'-4" V - RAILING PER OWNER OSPECIFICATION 0 IN - BLACK METAL PARAPET COPING - 3 -COAT STUCCO, WHITE o - --_ a THIRD FL - - - "'"".. 6'-0" - 5496'-4 2" WINDOW SCHEDULE. T PET _ _ _ _ _ _ _ _ _ _ _ _ 5495'-10"BLACK V WINDOW R.O. R.O. HEAD MARK DESCRIPTIONS OPERATION WIDTH HEIGHT HEIGHT COMMENTS' i • METAL TO MATCH = O, WNIDO FRAMES CORNER O BETWEEN TUB D BETWEEN rue wlNDows A 2'-6" X 6'-0"CASEMENT CASEMENT 2' - 6" 6 -01, 8'-0" EGRESS WINDOW WRAP WITH BLACK B 5'-0" x 6'-0" FIXED FIXED 5' - 0" 6' -01, 8'-0" TEMPER GLASS m O BREAK METAL -: C 6-0" X 6'-0" FIXED FIXED 6' - 0" 6' 0' TI MULL WITH WINDOW TYPE "C", TEMPER GLASS 0 - D 2-0" X 6'-0" FIXED FIXED 2' - 0" 6' 0' T-6" MULL WITH WINDOW TYPE "C", TEMPER GLASS a o w m - E 2'1 X T-0"FIXED FIXED 2'- 6" T - 0' 10'-6" - TEMPER AT HAZ LOCATIONS - u n c' N s m I, s -o• ��<"/ r G 3'-0" X 4'-6" FIXED FIXED 3' - 0" 4'- 6' VARIES TEMPER AT HAZ LOCATIONS - aAP7L-G�Gi\ /_-0 H 2'-6" X 4'-0" FIXED FIXED 2' - 6" 4' - 0' T-6" 'N D - _ dl __ _ _ _ _ SECOND CO Il 1 2'-6" X 4'-0" CASEMENT CASEMENT 2' - 6" 4' - 0" T-6" BEDROOM EGRESS WINDOW 0L -JF _ � 2'-0^ a' -o 1/2^ - -.J 2'-6"X2'-6"AWNING AWNING.- 2'-6" 2'-6" T-6" TEMPER AT WET LOCATION 2 B 11'-11314' K 2'-6" X 2'-6" FIXED FIXED 2'- 6" 2'- 6" 7'-6" L-u�� L 2'-6" X 5'-6" CASEMENT CASEMENT 2'- 6" 5'- 6" VARIES EGRESS AT BEDROOM LOCATIONS 0 M 2'-6"X5'-6"FIXED FIXED 2'-6" 5'-6" 8'-0" TEMPER GLASS OVER TUB U ZO -s-o• N 3'-0" X 7'4" FIXED FIXED 3' - 0" 7' - 4" 8'-0" TEMPER GLASS Mc > m SIDE SETBACK O SIDE SETBACK O 2'-8" X 7'-4" FIXED FIXED 2'- 8" T- 4" VARIES MULL WITH WINDOWS IN BLOCK, TEMPER GLASS ^ Z om m P 2-0" X 5'-0" FIXED FIXED 2' -01 5' 0' 81-01 O 5-0" X 2'-0" FIXED FIXED 5' -01 2'- 0' 6'-8" TEMPER IN HAZ LOCATIONS O R 6'-0" X 7'1 FIXED FIXED - 6' - 0" 7'- 4' 10'-0" TEMPER GLASS S 6-0" X 5'-0" FIXED FIXED 6' - 0" 5' 0' 81-01 TEMPER GLASS - 4-0" X 4'-6' SLIDER SLIDER 4' - 0" 4' - 6' 7'-6" BASEMENT EGRESS WINDOW 5475'0" 1 U 3-0"x2-0"FIXED FIXED - 3'-0" 2'-0' 8'-0" TEMPER GLASS - O 5'-6" FIXED FIXED -. - 5' - 0" 5'- 6" 8'-0" TEMPER GLASS OVER TUB - O �__ _— --____ _ 6472'P211A 19 U CONCRETE STEPS DOWN TO GRADE "" n am mom mom mom mom mom mom ANN ANN mom mom ANN mom mom mom ANN ANN GNP mom mom ANN mom mom ANN ANN mom, mom mom ANN ANN mom mom ANN ANN mom NEW NEW ANN ANN mom mom NEW mom MEN mom sm, mom mom mom mmm� amp amm _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ mmm mmm NNIN mmm ININ T ......... . I I ROOF - - - - - - - - --- - - - - - - - - - - - - u 02 L GI 1 20'- 0' SETBACK mm _ ____ _-� __5496'--41/� 2'-6' 5'-av4"Ra. 3'-0" _ _ _ _ F - I T.O.PARAPET -: a- * M I 5495'- 10" d w I x 0 I o 0 0 m GUTTER & D WNSPOUT PER CODE 2•-6.. 2.-6. - ` I -k MENOMINEE C n m ( _ _ SECOND FL n 5485' 3'-0" T-0" 6'-0' 0' -1 1/4" PL -BLDG I 0 I I I FIRST FL 5475 0 2. - - - - - - - - - - - - - - - - - - - - - - - - - - - BASE PLANE 5479'- 2 118" V 1 South 1/4" = 1'-0" �0 checks. AuTo, 09/22/21 A302 N ~ N N z O m V Z N'u Q}p K M o r, w P a n I J H N �0 checks. AuTo, 09/22/21 A302 9 a el IL W PERFORATED PERIMETER DRAIN PER GEOTECHNICAL REPORT A n 0 i 3 A403 2 A403 A401 A402 ROOF ROOF _ _____5504'____ __ ____ ___5504' R-49 ROOF INSULATION 5500 25' -�`2X12 ROOF FRAMING R-20 KRAFT -FACED 8 A502 DO OF /av r -o^ - - - - THIRD FL -T— n - - -�.QPARAPE49 - D U6 U 5495' - 10'• 0 - 2osG w � 0 C; N 1/4'11'-0' LL w _ SECONDIF SECOND FL '0 5485' - 10" V - - -l - - 5485' - 10" V .T G S 5474 94 1a0A- faoD 1 c F 0 0 0 o s474sa•T.os. L 5474.75'T.O.C. U D 5473.53'T.0 L F N r-. FIRST FI n FIRST FL i WATERPROOFING 5472 - 2 1/8 4" CONCRETE SLAB, _ RE: STRUCTURAL 0 PERFORATED PERIMETER DRAIN PER GEOTECHNICAL R 7 T Aso1 BASEMENT � o - - - - 5464'-11" 11 I I I BUILDING SECTIONS A401 - - 5475' F- o z w m O BASE PLANE n 5472' --2 1/8" wLa y v' OPROVIDE ORAINATBI SE,TIE co 0 O O INTO PERIMETER DRAIN w p 0 WATERPROOFING w P M O 3 0 4"CONCRETE SLAB, - 000000000 RE: STRUCTURAL J o — F: D c1 11m BASEMENT � _5464 -_11" v lIII=III=III=1111111 l l 1-111. ISI ISI ;III=III L ;III=I -B I II I II ,n V PERFORATED PERIMETER -C•.•ml• ECJ DRAIN PER GEOTECHNICAL - 114M=1•L•i1P-IN0" REPORT BUILDING SECTIONS A401 3L A \o a C; - R-20 SPRAY FOAM INSULATION T.O.C. 5476W �d pO N THIRD sass' -a' .OPARAF A Cl m 'III—I—III——IL BASE PLANE N- - - Ili--H+Hi� 5472'-21/g"V � II11�11111�11111�111 111-111- ;;, � I I I I -III -111 111-I I -1- - BASEMEN, 1 111 1I1=111 111=111= 5464 11 V - 111111111111 n SECTION _ 1,_D. THROUGH STAIR 1/4.. i :c 2 3 A901 A402 A403 .2 -0.. 5 0 El RH d 1111❑❑❑1111❑❑ 000000000 - - �9LL�11� SECTION THROUGH GARAGE 1 /4" _ 1 �_D„ —I 11-111-111-111-11I— WATERPROOFING 1 -1 I I-1 I I-1 I I-1 I I-1 I 44" CONCRETE SLAB, 111-111-111-111 —RE: STRUCTURAL 111-111 111-111 PERFORATED PERIMETER —111 111-111 DRAIN PER GEOTECHNICAL (— REPORT 111-111 111-111 I-111 III o -IIt t1t - I I -111-111-111=I I- 111111111111111111111111111111j111II 11 5414.94' T.O.C. m L ti cc cc 091=1 BUILDING SECTIONS A402 of Q a O N � O O N N w a � Z d m a� Q W � � L ti cc cc 091=1 BUILDING SECTIONS A402 OF _ 4" FL flu FL 10" u n Section 6 1 /4" = 1 r_Drr N _ I/ E NT 1 rl SECTION THROUGH OFFICE 114 Ow cc cc 091=1 BUILDING SECTIONS A403 WATERPROOFING CLASS II VAPOR RETARDER(KRAFT-FACEDFLEXIBLE BLACK METAL RAILING SECURLEY FLEXIBLE FLASHING RIBERGLASS BATTS) FLASHING BLACK METAL RAILING SECURLEY FASTENED TO PARAPET, FLASH OVER WALL CONCRETE FOUNDATION 1/2" GYPSUM BOARD OVER WALL FASTENED TO PARAPET, FLASH AND SEALALL PENETRATIONS PRESSURE TREATED 2X � WALL, RE: STRUCTURAL R-20 KRAFT -FACED BATT AND SEAL ALL PENETRATIONS lawyam INSULATION PRESSURE TREATED 2X 2X6WOODSTUDS I_ COUNTER FLASHED COUNTER FLASHED TO FASTNER R-19 CAVITY INSULATION AT 16"O.C. FASTNER METAL COPING, COUNTER ROOF NAILED TO RIM JTE, NAILED TO RIM JOIST, FLASHED TO ROOF WEATHER BARRIER RE: STRUCTURAL SPLICE i WRAPPED UP OVER CURB 1/2" GYPSUM BOARD FINISH FLOOR SYSTEM WEATHER BARRIER WRAPPED INTO OPENING SPLICE f - il2"DENSGLASS BASE MEMBRANE 4 ROOF TILES PER OWNER aSECURED TOBASE PLATE WITH NAILS 3/d"PLYWOOD SHEATHING SHEATHING AND VAPOR BARRIER SYSTEM ROOF TILES PER OWNER BASE MEMBRANE CONTINUOUS CLEAT ADJUSTABLE ROOF - ,'.'�Y; PEDESTALS FINISH PER ELEVATIONS ADJUSTABLE ROOF CONTINUOUS CLEAT RING SHANK BASE BOARD PER OWNER,a-- PEDESTALS RING SHANK NAILS, 12" O.C. TAPERED RIGID SPECIFICATION, SECURED 2X MUD SILL PER NAILS, 12" O.C. INSULATION AND TO NAILING STRIP ONLY FINISH FLOOR STRUCTURAL TAPERED RIGID PROTECTION BOARD o INSULATION AND DRIP EDGE ROOF DECK 12' X 1-1/2' PROTECTION BOARD V NAILING STRIP ;. CONCRETE PATIO SLAB - - ROOF DECK I� DRIP EDGE b SLOPING AT 114"/1'-0" '{ PRESSURE TREATED AWAY FROM FOUNDATION, BASE PLATE - RE: STRUCTURAL BACKERROD 8 SEALANT y METAL LATH AND 3- w COATSTUCCO,WHME rc CONCRETE SLAB ON .. GRAVEL LAVER, RE: .. ;A •'�:, ,','. "a.', RIM JOIST, RE: STRUCTURAL AND SOILS •` d '-� STRUCTURAL FLASHED WMETAL ITH DRIP EDGE ROOFSHEATHING MIN6-MILPOLYETHVLENE ���• - �� r COLLECTOR BOX FLEXIBLE SHEETING ., - ., .. EXPANSION JOINT 2X TOP PLATE, RE: ) MATERIAL PLACED ON MATERIAL MEMBRANE FLASHING STRUCTURAL TOP OF GRAVEL, LAP WRAPPED INTO OPENING ENDS 12" MIN AND SEAL 1.• d Ii _ 2X PRESSURE -TREATED .{ PUNCTURES OR TEARS !� - BEARING PLATE AND ROOF MEMBRANE WRAPPED PLYWOOD SHEATHING BRICK LEDGE, INTO COLLECTOR BOX WITH WATERPROOF 4"MIN OF UNIFORM CLEAN AGGREGATE RSTRUCTURAL a —III RE:STRUCTURALREVERSE _ ROOF SHEATHING MEMBRANE WRAPPED INTO OPENING - UNDER SLAB PJI�N 2X TOP PLATE, RE: 1/2' FINISH GYP BD. STRUCTURAL FOOTER, RE: WATERPROOFING, CLASS II VAPOR RETARDER R49 ROOF INSULATION TOTAL STRUCTURAL �— FOUNDATION WALL ' OVERLAP WITH CLASS II VAPOR RETARDER DOWNSPOUT (KRAFT -FACED FIBERGLASS BATTS R-20 1 RE: STRUCTURAL FLASHING_ (KRAFT FACED 1/2' FINISH GYP BD. S N PERFORATED PERIMETER FIBERGLASS BATTS, R-20) PLYWOOD SHEATHING WITH WATERPROOF MEMBRANE u FOUNDATION DRAIN V FOUNDATION LEDGE AT CONCRETE WRAPPED INTO OPENING u ro FLOATING BASEMENT DETAIL PATIOS DETAIL PARAPET DETAIL LLJ r /1 )_SCUPPER n j (n 1 1/2" = 1'-D" 1 1/2" - 1'-0" 1" = 1'-0" 1 1/2" = 1'-D" = O a v > w WEATHER BARRIER, OVERLAP METAL FLASHING Q a w O R-20 CRAFT FACED n m FIBERGLASSBATTS _rr P METAL LATH AND V) BA (CLASS II VAPOR BARRIER) (CLASS 3 -COAT STUCCO I 1/2' GYIR D. O 1/2" FINISH GYP BOARD I METAL FLASHING 12' INTERIOR GYP I R-20 KT -FACED N 1 WEEP METAL EDGE BOARD I HARDIEPANEL VERTICAL SIDING FIBERSS BATTS FINISH WOOD FLOORING I [' I AND BATTEN BOARDS, PAINTED O AND BASE PER OWNER SPECS I CANT STRIP PROTECTION BOARD 2'X6" WOOD STUDS .. I BLACK/CHARCOAL 2x6 WSTUDS ROOF MEMBRANE, OVERLAP TAPPERED RIGID INSULATION, BUILDING WRAP INTERIWINDOW O PLYWOOD SHEATHING FLASHING AND TURN INTO GUTTER SLOPE AT 1/40/1'-0' R-20 KRAFT TRIM DAIL PER / V l OR DOWN FASCIA 4' MIN -FACED. OWNEPECIFICATION ._... .. ..... .. ... FIBERGLASS BATTS 1/2'EXTERIORSHEATHING _... R-30 INSULATION IN - - - - - - - - - - - - - - - I ICE ANATER FLOOR OVER GARAGE FLEXIBFLASHING I WINDOW HEADER, U RE: STRUCTURAL ', I 31/2' DIETRIM METAL CASING SMOOBOARD, PAINTED O I BLACKARCOAL Y 1/4"GAP, DO NOT CAULK INTERIOR WINDOW I I DRIP EDGE TRIM DETAIL PER WINDO 1 OWNER SPECIFICATION JAMB pi Z -FLASHING GUTTER BACKEOD5.1/2" HARDIETRIM SMOOTH AND SANTBOARD, PAINTED LEAVEPROPRIATEMETAL LATH AND 3- BLACK/CHARCOAL GAP BEEN SIDINGCOATSTUCCO FLASHING W/DRIPBUILDING AND TAND CAULKWINDOW WRAP EDGE PER MANUFACTURER 5.25"HDIEPLANK SMOOTH wNRECOMMENDATION VERTISIDING, PA INTED1/2" GYP BD CEILING AT 'I I I 2X6 DOUBLE TOP PLATE BLACKARCOA-GARAGE IWINDOW FRAME BUILDIWRAP wO EXERIOR SHEATHING �' V ING PER EXTERSHEATHING o5 E_ La STRRUCTURAL Z yo > �z M o r, GARAGE ROOF VERTICAL SIDING WINDOW HEAD VERTICAL SIDING WINDOW JAMB n n n J WINDOW FRAME ��// WINDOW FLASHING W1 DRIP III HHH III EDGE PER MANUFACTURER METAL LATH 83 -COAT SILL DETAIL PER OWNER RECOMMENDATION STUCCO, WHITE 1• BACKER ROD 2/ 1 LAYER 15# FELT PAPER SEALANT BETW EEN 3.1/2" HARDIETRIM SMOOTH �' WEATHER RESISTIVE BARRIER &8"GYPSUM BOARD BACKDAM AND SILL I BOARD, PAINTED SELF ADHERED FLASHING SHIM BLACK/CHARCOAL \ moss SELFADHERED r' PREFINISHED METAL FLASHING FLASHING, WRAPPED UP SELF ADHERED FLASHING BACKER ROD W/ SEALANT AND OVER INTERIOR WINDOW LEAVE APPROPRIATE o TRIM DETAIL PER - ' GAP ADN CAULK 5/8' GYPSUM BOARD OWNERSPECIFICATION :' '_. SEALANT ',1""'""' •"`" ," BACKER ROD WI SEALANT SHIM SHIM CHECKED BY CC 2X SILL, RE: 1/2" EXTERIOR SHEATHING WEEPED J CASING 1LAYER 15 FELT PAPER J TERMINATION STRUCTURAL J TERMINATION 1 LAVER 15# FELT PAPER DRAWN BY CC a 09/22/21 SEALANT R-20 KRAFT -FACED SHEATHING No FIBERGLASS BATTS ' BACKER ROD W/ SEALANT WEATHER RESISTIVE BARRIER F BUILDING WRAP _ I- WEATHER BARRIER Decri'on DoN 2'X6'WOOD STUDS ' i�_ R-20 KRAFT -FACED SELF ADHERED FLASHING FIBERGLASS BATTS HARDIEPANEL VERTICAL SIDING, PAINTED 1/2" INTERIOR GYP BLACK/CHARCOAL I METAL LATH AND 3 -COAT BOARD STUCCO, WHITE DETAILS n VERTICAL SIDING WINDOW SILL n STUCCO HEAD n STUCCO JAMB n STUCCO SILL 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" A5 O l BLACK METAL RAILING SECURLEY LOW PROFILE DOOR THRESHOLD FASTENED TO PARAPET, FLASH AND SEAL ALL FASTENED TO PARAIONS PET. FASTENER 2X8 SOLE PLATE FLEXIBLE FLASHING METAL COPING, FLASHING OVER CURB OVER WALL COUNTER FLASHED TO AND ROOF MEMBRANE ROOF WEATHER BARRIER BASE MEMBRANE R-20 KRAFT -FACED R-20 INSULATION WRAP INTO OPENING - ROOF MEMBRANE UP OVER CURB FIBERGLASS BATTS ! FLASHING OVER SPLICE THIRD FLOOR 1/2' FINISH GYP BID ,-( FINISH FLOORING SCUPPER UNDERNEATH E AND CONTINUOUS CLEAT ROOF TILES ON _ _ _ HRD FL /� 3I4'PLYWOOD 4' 4'�a WOOF ROOF TILES RING SHANK ADJUSTABLE PEDESTALS ra 549141/2"2X6 PRESSURE- ,�� NAILS, m v TREATED SOLE PLATE �' SUBFLOOR TO 54]4.94' ADJUSTABLE $ DRIP EDGE PROTECTION BOARD PEDESTALS $ -' WRAP GYP. BD. _ SEALANT - AROUNDLEDGE FIRST FL SHEET METAL SCUPPER TAPERED RIGID / - 5475 SECURED TO WALL - _ _ , PRESSURE - m INSULATION f — TREATED 2X FOUNDATION WALL, - — PROTECTION BOARD v' BACKER OD& RE: STRUCTURAL -• - '' a SEALAN,. TAPERED RIGID METALSCUPPER, / R-19 BASEMENT INSULATION ED WITH DRIP 3/4" ROOF HALLWAY WALL INSULATION III "•,,. I I I _ EDGE ROOF BREATHING SHEATHING INTERIOR LEDGE, RE: III—III— 7 MEMBRANE FLASHING R49 ROOF �^ / SLOPED CONCRETE- - ON GARAGE STRUCTURAL : _ _ WRAP INTO OPENING -GRADE 2X8 JOISTS, RE: INSULATION \ FLOOR STRUCTURAL 2X TOP PLATE, RE: '. III "� IIIII STRUCTURAL WATERPROOF = FOUNDATION LEDGE, 1/2" FINISH COG MEMBRANE - RE: STRUCTURAL - III CLASS II VAPOR PLYWOOD SHEATHING GYP BD _ _ RETARDER(KRAFT-FACEDW/WATERPROOF WATERPROOF —III _ FIBERGLASS BATTS), R-20 MEMBRANE WRAPPED 2X6 TOP PLATES BEDROOM MEMBRANE .. .. — c-- INTO OPENING R-20 CAVITY INSULATION DETAIL AT ROOF PATIO DOOR FOUNDATION LEDGE AT STAIR GARAGE FOUNDATION AT ENTRY OVERFLOW SCUPPER DETAIL V ro n n 1 1/2" = 1'-0" n `'-� 7 1/2" - 1'-0" W r 1 1/2" = 1'-0" 1 1/2" = 1'-0" N = O a V r 6 R-20 KRAFT -FACED BATT INSULATION PROTECTION BOARD w w CLASS II VAPOR RETARDER (KRAFT -TAPERED ROOF MEMBRANE, OVERLAP RIGID INSULATION SLOPED PER ROOF PLAN Q O Z vi a w O FACED RIBERGLASS BATTS) METAL LATH AND(COAT FLASHING AND TURN INTO ^ m I' STUCCO, WHITE GUTTER OR DOWN FASCIA 4' MIN O SIB" GYPSUM BOARD WEATHER BARRIER R-20 CRAFT FACED 2X6 WOOD STUDS I BUILDING WRAP BONDING ADHESIVE, COVER FIBERGLASS BATT$ CLASS II VAPOR BARRIER ( ) I AT 16' O.C. STRIP, 8 CONT. SEALANT 1/1' 1'-0" 2"X('SOLE PLAT E, ----------- O FINISH FLOOR SYSTEM NAILED TO RIM JOIST, FLEXIBLE FLASHING WEATHER BARRIER, OVERLAP RE: STRUCTURAL METAL FLASHING 3/4" PLYWOOD SHEATHING METAL CASING OVERLAP WEATHER DRIP EDGE FLAHSING 114" GAP, DO NOT CAULK O BARRIER A MIN. OF 8' 5/8"DENSGLASS SELF -ADHERED METAL FLASHING SHEATHING AND VAPOR BARRIER SYSTEM FLASHING GUTTER I ' BONDING ADHESIVE, COVER STRIP, &CONT. SEALANT METAL LATH AND S COATSTUCCO Z U J TERMINATION ROOFING MEMBRANE I WEEPED J CASING O METAL LATH AND 3- ROOF SHEATHING PREFINISHED FASCIA W1 CONT. { CANT STRIP Y - RIM JOIST, RE: COAT STUCCO, WHITE _ _ _ GALVANIZED CLEAT I. STRUCTURAL Rig COMBINED - - l-- - FLASHING ROOF MEMBRANE, OVERLAP PROTECTION BOARD_ 1 LAYER I5# FELT PAPER INSULATION ,- FLASHING AND TURN DOWN FASCIA - 4" MIN TAPPERED RIGID INSULATION, _ PRESSURE -TREATED WEATHER RESISTIVE WEATHER BARRIER _ SLOPE AT I/4"/1'-0" TJI OR 2X BEARING_2X BARRIER 1Y2"FINISH GYP BD STRUCTURARPLAN .III—III— RESTRUCTUjRAL BRAKE METAL PANELS AND FASCIA BOARD -IIIIII—IIIIII—III{ SELF ADHERED FLASHING ATTACHMENTS PER MANUFACTURER 2X TOP PLATE L (OVERLAP WEEPEDJ CASING 2X6 TOP PLATE INSTALLATION DETAILS DRIP EDGE WWAMIiPkITH FLASHING WI SEALANT 2X4 FLOATING STUD WALL =III FLASHING DRIP EDGE FLASHING R-20 KRAFT -FACED w FIBERGLASS BATTS b N III III—III I NEOPRENE GASKET n FOUNDATION WALL, _ _ SOFFIT BOARD OR WOOD Z m RE. STRUCTURAL III—III III—III SOFFIT PER OWNER { SOFFIT FRAMING JCASING BEAD - 3COAT STUCCO WIJ '" —III III—III TERMINATION m R-19 CAVITY INSULATION AT WRB LAVER WRAPED - 05 _ - FINISHED BASEMENT WALLS ,. -III—III—III J TERMINATION UP WALL BUILDING WRAP vo CD r DRAINAGE BOARD CANT STRIP j m PLYWOOD SHEATHING - M FOUNDA112 TION LEDGE AT STUCCO 6 n ROOF DETAIL 2 LAYERS SELF -ADHERED FLEXIBLE FLASHING PROTECTION BOARD Q aw 12 CORNER CASING 1/2' FINISH TAPPERED RIGID INSULATION, O M 3 BEAD/REINFORCEMENT GYP BOARD SLOPE AT 1/4'/1'-0'J SLOPED CANT STRIP ROOF MEMBRANE, OVERLAP FLASHING AND TURN DOWN METAL LATH AND 3 -COAT '� FASCIA 4" MIN STUCCO, WHITE V } PLYWOOD SHEATHING mill 11 111111 Q 2x10 FRAMING WEATHER BARRIER - - SELF -ADHERED FLEXIBLE \ FLASHING, LAP OVER SOFFIT WEEP SCREED FLANGE - 1-31 METAL SOFFIT WEEP SCREED SELF -ADHERED FLEXIBLE _ FLASHING AROUND EXERIOR SHEATHING CORNER WRB @ SOFFIT R49 ROOF INSULATION METAL LATH AND 3 -COAT CHECKED BY CC STUCCO SOFFIT FINISH GYP BD DRAWN BY CC 09/22/21 No Dillsolpflon DoN DETAILS /1 ENTRY HEAD DETAIL l l STAIR POP UP 1'-0" LJ 1 1/2" = 1'-0" A5 0 2 f ~ 9 z §\ <\ f\( \! . to ©\ f ~ 9 0 r. 5 wr .Ap >r ro I ro 3' S -P y i 1 P I t . 1 $y2 POW RO n W T n ! _ w�°$m< d3� Zm'o -nrvE Y IN - 3c Sy m u m ="a mug Q 'o 1 wE4 iQ -a -c��mE �I i5 _ 03- �4 Ste General It is the responsibility of the general contractor and sub-ccaa raaors respective to the trades to review and reconcile any discrepancies between these structural plans and the architectural plans. Any significant discrepancies shall be reconciled with this office prior to proceeding with construction. Framing MausnalrBeamer and Headers 1. Hem -Fir #2 is to have the following minimum design values: Bending Fb=850 psi.; Shear Fv=150 psi; Modulus of Elasticity E 1,300,(100 psi. 2. Douglas -Fir #1 timber is to have the following minimum design values: Bending Fb=1,350 psi.; Shear Fb=170 psi.; Modulus of Elasticity E=1,600,000 psi. 3. Laminated Veneer Lumber (LVL) is to have the following minimum design values: Fb=2,600 psi.; Shear Fv=285 psi.; Modulus of Elasticity E=1,900,000 psi. 4. Glue Laminated Timber (Glu=Lam) is to be 24F -V4 Douglas Fir (simple span) or 24F -V8 Douglas -Fir (continuous span) and is to have the following minimum design values: Fb=2,400 psi.; Shear Fv=240 psi.; Modulus of Elasticity E=1,800,000 psi. 5. W Shape Red Iron steel beams are to be 50 ksi yield strength (U.N.O.) 6. Beams and Headers shall be connected in accordance with IRC 2018 Table R602.3 (1). Framed Walls 1. Sill Plates in contact with concrete shall be a species that is naturally resistant to rot or pressure treated. 2. Exterior walls shall be framed with a minimum of 2x6 studs (U.N.O.) spaced at a maximum of P-4" on center and sheathed and nailed as shown on the Lateral Bracing Schedule. 2. Garage Exterior walls shall be framed with a minimum of 2x4 studs (U.N.O.) spaced at a maximum of F-4" on center and sheathed and nailed as shown on the Lateral Bracing Schedule. 3. Interior Bearing walls shall be framed with a minimum of 2x6 studs (U.N.O.) spaced at a maximum of P-4" on center and sheathed with Yz" gypsum wallboard (U.N.O. on the Lateral Bracing Schedule). Fasten gypsum wallboard to studs with 6d nails or 111/4" screws (type W or S) spaced at 7" on center on panel edges and intermediate supports. 4. Interior Shear walls shall be framed with a minimum of 2x6 studs (U.N.O.) spaced at a maximum of F-4" on center and sheathed and nailed as shown on the Lateral Bracing Schedule. 5. Interior Partitions shall be framed with a minimum of 2x4 studs (U.N.O.) spaced at a maximum of F-4" on center and sheathed with'/z" gypsum wallboard. Fasten gypsum wallboard to studs with 6d nails or 1 YP screws (type W or S) spaced at 7" on center on panel edges and intermediate supports. 6. Interior Partitions framed above a slab (Basement, Garage, Slab on Grade) shall be framed with a minimum of 2x4 studs (U.N.O.) spaced at a maximum of T -O" on center and sheathed with 11/z" gypsum wallboard. Fasten gypsum wallboard to studs with 6d nails or 1 y" screws W or S spaced at 7" on center a[ panel edges and at intermediate supports. (type ) P P g PPi Note that the interior partitions framed above a slab are to be suspended from the framing above. Lumber in contact with concrete shall be a species that is naturally rot resistant or pressure treated. A minimum 2" gap shall be maintain between the sill plate and the bottom plate of the suspended partition. Refer to Free Floating Partition detail on this sheet. Roofs 1. Rafters shall be installed as specified on the plan or in accordance with the span charts IRC 2018 R802.5.1(1-8). Each rafter shall have a H2.5 anchor installed at each end for uplift resistance U.N.O. The installation of blocking in not an acceptable substitute for hurricane anchors. 2. Trusses shall be designed in accordance with 2018 IRC R802.10 and sealed by an engineer with current Colorado registration. Note: The Contractor is to submit engineered shop drawings and layouts to this office for approval before ordering or installing materials. 3. Uplift resistant hardware shall be installed as required to resist the uplift loads calculated by trusses designer. A minimum of (1) H2.5 or equivalent hurricane anchor shall be installed on each end or each truss. The installation of blocking is not an acceptable substitute for hurricane anchors. 4. The gravity load of each truss shall be checked against the bearing capacity of the wall plates and bearing enhancement shall be installed as required. 5. Truss chords or webs that are broken, drilled, or notched shall be repaired in accordance with a drawing sealed by an engineer with current Colorado registration. 6. Lateral bracing shall be installed as noted on the plan or as noted on the sealed engineered truss drawings. Note: Shear panels shall be constructed as detailed on this sheet on installed as indicated on this plan. 7. Roof Sheathing shall be installed as specified on this plan, see Design Loads and Specification Chart on this sheet. Floors 1. Joists shall be installed and spaced as specified on this plan. Joists are to be specified in accordance with the span charts IRC 2018 8502.3.1(1-2) with an emphasis on deflection performance. Cantilevered joists are sized in accordance with the charts IRC 2018 R5023.3(1-2). 2. I -Joists shall be installed and spaced as specified on the plan. I -Joists are to be specified in accordance with the span charts provided by the manufacturer with an emphasis on deflection performance. I -joists specified on this plan may be substituted with equivalent I -joists produced by alternate manufacturers. If alternate manufactures' I -joists are to be installed, the contractor shall provide this office with the appropriate span charts and layouts prior to installing materials. Note: Web -stiffeners shall be installed as required by the manufacturer's specifications. I -joists that are broken, drilled, or notched shall be repaired as required by the manufacture's specifications or a drawing sealed by an engineer with current Colorado registration. 3. Floor Trusses shall be designed in accordance with IRC 2018 R502.11 and sealed by an engineer with current Colorado registration. Bridging and bracing shall be installed per manufacturer's specifications. Contractor is to provide engineered shop drawings and layout to this office for approval prior to ordering materials. Note: Approval shall be obtained from engineer of record prior to substituting ribbon for rim -board. Floor Sheathing shall be installed as specified on this plan, see Design Loads and Specification Chart on this sheet. Steel 1. Steel plates and columns are to be A36 and A42 steel, respectively. Top and bottom plates are to be securely fastened to steel columns, beams and foundation. 2. Steel beams are to have a minimum yield stress, Fy, of 50 ksi (A992) and a Modulus of Elasticity, E, of 29,000 last, unless noted otherwise on plan. Footings and Foundation 1. Footings are to bear on undisturbed native soil, or compacted structural fill. Any loose soil, organic and inorganic material is to be removed prior to placing concrete. Footings are not to be placed on frozen sell. The top surface of footing is to be level. Footings we to be stepped where it is necessary to change the elevation of the top surface of the footing. 2. Footing, piers and other permanent supports of buildings and structures shall be protected by extending below the frost line of the locality. 3. The preparation of equipment and place of deposit, mixing, conveying, depositing, and curing of concrete is to be in accordance with ACI 318. Concrete for this project will have a specified compressive strength, fc, of not less than 3,000 psi at 28 days. The water -cement ratio is to be between 0.40 and 0.50. The slump should be around 5". Under no circumstances shall slump exceed 5". Air entrainment is to be between 5% and 7 11/2%. 4. Cement used in the concrete mix is to conform to Specification for Portland Cement ASTM C 150. Concrete aggregates are to conform to Specification for (normal weight) Concrete Aggregates ASTM C 33. Water used in the concrete mix is to be clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances deleterious to concrete or reinforcement. 5. All concrete shall be thoroughly consolidated b suitable means during placement and shall be 8 Y Y S thoroughly worked around reinforcement and embedded fixtures and into corners of forms. 6. Cold weather requirements ACI 318: Adequate equipment shall be provided for heating 9 ) 9e g concrete materials and protecting concrete during freezing or near -freezing weather. All concrete materials and all reinforcement, forms, filters and ground with which concrete is to come in contact shall be free from frost Frozen materials or materials containing ice shall not be used. Recommendations for cold weather concreting me given in detail in "Cold Weather Concreting" reported by ACI Committee 306. 7. Hot weather requirements (ACI 318): During hot weather, proper attention shall be given to ingredients, production methods, handling, placing protection, and curing to prevent excessive concrete temperature or water evaporation that could impair required strength or serviceability of the member or structure. Recommendations for hot weather concreting are given in detail in "Hot Weather Concreting" reported by ACI Committee 305. 8. Concrete forms shall be removed in such a manner as not impair safety and serviceability of the structure. Concrete exposed by form removal shall have sufficient strength not to be damaged by removal operation. The concrete foundation walls are to be adequately braced prior to backfill. 9. Minimum concrete cover for reinforcement: a. 3" for concrete cast against and permanently exposed to earth. 6 1 1/2" for concrete exposed to earth or weather. c. %" of an inch for concrete not exposed to weather or not in contact with ground. 10. Reinforcement is to correspond with Standard Specification for Deformed Reinforcement P P ASTM A 615 and have a minimum field strength of 60,000 ai. Reinforcement is to be ( ) Y gP continuous around corners and step locations. Reinforcement splices are to kept to a minimum, where splices are required #4 reinforcement is to be lapped a minimum length of 2'-0" and #5 reinforcement is to be lapped a minimum length of T-6". All lapped reinforcement is to be tied with wire at two locations. 11. Wood sill plates are to be anchored to the foundation with anchor bolts spaced a maximum of 4'-0" on center, with a bolt at each end, located not more than 1'-0" from each end of the plate. If the foundation wall is less than T-0" the sill plate is be anchored to the foundation with one anchor bolt located in the center third of the plate section. Concrete Slab (Non-Shricfuml) 1. The base for non structural concrete slab is to be of a minimum of 4" thick of clean graded sand, gravel, or crushed stone passing a 2" sieve. This is placed on top of a prepared sub -grade that is recommended by the Geotechnical Engineer. To reduce cracking for interior non-structural concrete slabs, install #4 reinforcement bars at 3'-0" on center each way or 6" inch by 6" W2.9 by W2.9 welded wire fabric. Reinforcement is to be supported and remain in place from the center to the upper one third of the slab depth. Concrete slabs are to have an Isolation joint at foundation walls, columns, pipes and structural elements. Control joints are to be installed at a depth of Y. the slab depth. The maximum distance between control joints is 10 feet in each direction or a maximum of 100 square feet. Control joints are to be tooled while slab is placed or saw cut within 12 hours of placement. Soil/Grading 1. The excavation and fill placement for the foundation is to be observed by a Geotechnical Engineer to ensure adequate bearing pressure prior to placing concrete. The contaaor/owner is to follow the recommendations in the geotechnical report for this project. 2. Prior to installing backfill, it is the responsibility of the general contractor to ensure that the foundation walls are adequately braced by installing the main floor system and securing it to the top of the foundation walls. 3. Foundation backfill is to be installed in 8" equal lifts and compacted with light mechanical compaction equipment. Care should be given not to induce lateral stress or damage the foundation walls. Where possible, backfill both sides of the foundation in equal lifts to promote stability. Adding water to the back fill, beyond the optimized moisture content, for settling is not an acceptable means for compaction. 4. Surface drainage is to be diverted to a storm sewer conveyance or to the approved point of collection so as to not create a hazard. Lots are to be graded to drain surface water away from foundation walls. The grade is to fall a minimum of 1" per foot within the first 10 feet. Damp-proofng 1. Dampproofing materials for foundation walls are to be installed on the exterior surface of the wall, and shall extend from the top of the footing to above ground level. Dampproofing shall consist of bituminous material, 3 pounds per square yard of acrylic modified cement, 1/8" coat of surface -bonding cement complying with ASTM C 887, any material permitted for waterproofing or approved equal. Perimeter Drain 1. A perimeter drain is to be installed around all concrete and masonry foundations that retain earth and enclose habitable or usable spaces located below grade. This is to reduce the potential for the development of hydrostatic pressure and any water that might accumulate in areas below grade. Perforated pipe shall be installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. The top of the drain is to be protected with strips of building paper, and the perforated pipe shall be placed on a minimum of 2" of washed gravel or crushed rock at least on sieve size larger than the perforation opening and covered with the same material. • -:1 Foundation Block-out Reinforcement at Door s -m musicians y 1'4' 'I. "I. V., (2) #4 bewdeTmmmra nt bars :I L I: . e I, ,y. L. tt I .5k. Egress Window 5I? '.a a� �I. Is , nllel a IV rtte 1 11 t, horizontal m_m t7'Z • .'i �\� ,moi, i _ .. . .�.. h OnZmaal rcmfo nt �.: ^ Foundation Block-out Reinforcement at Window as comarea It _I- Tie reinforcement at I^.I twolocanone,orcdl. 14I. When horizontal reinforcement �r I' not commums at the corner, one end must be have a honk Corner Reinforcement #4 continuous rebar-�u r_o- mirtimum lap al -0" mirtimum lap behind the team pocket I I' � _'IL_•JI�r-a_ F: `I sic Z-0 lap 2'-0"lap Tie reinamement at :I Iwo locutions, typical. h•I Horizontal reinforcement f with hooks to tie into f 1. intera chisreimburrement. Tee Reinforcement #4 continuous rebar behind the beam pocket 1: r I• 4'-lr minimum Ions #4 rebothelow the beam pocket. e4 rebut bent to avoids #4 telar bent to avold� the beam pocket with me beam reduce with 2'A"minimum. 2'-P minimum. Beam Pocket Side View D Cotmterfort Detail same: 10 V-lr she". 2x4 on Cover. Install Who was at 2$on center, ancouninum. Drill pilot holes in Farallon plate to alba "free" vertical mmement. plate to concrete slab. Plate shall osis[ of a wood species naturally issismvt m rot or pressure treated. Free Floatine Partition scale:1 la, - 1'4" and Icing shall a ca ngM1 t' door/wind Commmor f1,:dill://�Inshawman' ahanm n 1 m location wim me xnm-ancon at arnhlteunral plain. location radiated on the Foundation Plan. f late on the top e foundation. Stud Strap -Tie -Location studio; 1. = FA• This plan is designed to 2018 IRC Foundation Design Company. Complete Engineering Services, Inc. Project Number: 19-11193 Date: February 3, 2020 Maximum Bearing Pressure: 2,000 ps.f. Minimum Bearing Pressure: N/A Minimum Depth: Y -F (36") frost protection Design Loads Floor: 40 p.s.f. Live Wind: v=135 mph 15 p.s.L Dead Exposure C Roof: 30 p.s.f. Snowduound) Seismic Category: B 20 p.s.f. Dead Roof Top Deck : 60 f s.f. Live 25 p.s.f. Dead Design Specifications Floor Sheathing: 3/4" T&G O.S.B. A.P.A. rated 48/2A nailed g ) Sit nails at 4" on center on edges and at 8" on center at intermediate supports. Roof Sheathing: 7/16" O.S.B. A.PA. rated (24116) nailed ad nails at 4" on center on edges and at 8" on center at intermediate supports. Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stamped inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section R109.1.1 do W reatRo- U O oc oyoing DMs ti Horiwnul reivforament. N Q 'O -1-- F- r - w.- fay.- _ r 5 a' I4. O o z • -:1 Foundation Block-out Reinforcement at Door s -m musicians y 1'4' 'I. "I. V., (2) #4 bewdeTmmmra nt bars :I L I: . e I, ,y. L. tt I .5k. Egress Window 5I? '.a a� �I. Is , nllel a IV rtte 1 11 t, horizontal m_m t7'Z • .'i �\� ,moi, i _ .. . .�.. h OnZmaal rcmfo nt �.: ^ Foundation Block-out Reinforcement at Window as comarea It _I- Tie reinforcement at I^.I twolocanone,orcdl. 14I. When horizontal reinforcement �r I' not commums at the corner, one end must be have a honk Corner Reinforcement #4 continuous rebar-�u r_o- mirtimum lap al -0" mirtimum lap behind the team pocket I I' � _'IL_•JI�r-a_ F: `I sic Z-0 lap 2'-0"lap Tie reinamement at :I Iwo locutions, typical. h•I Horizontal reinforcement f with hooks to tie into f 1. intera chisreimburrement. Tee Reinforcement #4 continuous rebar behind the beam pocket 1: r I• 4'-lr minimum Ions #4 rebothelow the beam pocket. e4 rebut bent to avoids #4 telar bent to avold� the beam pocket with me beam reduce with 2'A"minimum. 2'-P minimum. Beam Pocket Side View D Cotmterfort Detail same: 10 V-lr she". 2x4 on Cover. Install Who was at 2$on center, ancouninum. Drill pilot holes in Farallon plate to alba "free" vertical mmement. plate to concrete slab. Plate shall osis[ of a wood species naturally issismvt m rot or pressure treated. Free Floatine Partition scale:1 la, - 1'4" and Icing shall a ca ngM1 t' door/wind Commmor f1,:dill://�Inshawman' ahanm n 1 m location wim me xnm-ancon at arnhlteunral plain. location radiated on the Foundation Plan. f late on the top e foundation. Stud Strap -Tie -Location studio; 1. = FA• This plan is designed to 2018 IRC Foundation Design Company. Complete Engineering Services, Inc. Project Number: 19-11193 Date: February 3, 2020 Maximum Bearing Pressure: 2,000 ps.f. Minimum Bearing Pressure: N/A Minimum Depth: Y -F (36") frost protection Design Loads Floor: 40 p.s.f. Live Wind: v=135 mph 15 p.s.L Dead Exposure C Roof: 30 p.s.f. Snowduound) Seismic Category: B 20 p.s.f. Dead Roof Top Deck : 60 f s.f. Live 25 p.s.f. Dead Design Specifications Floor Sheathing: 3/4" T&G O.S.B. A.P.A. rated 48/2A nailed g ) Sit nails at 4" on center on edges and at 8" on center at intermediate supports. Roof Sheathing: 7/16" O.S.B. A.PA. rated (24116) nailed ad nails at 4" on center on edges and at 8" on center at intermediate supports. Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stamped inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section R109.1.1 do W reatRo- U O oc oyoing DMs Date: 09/30/2021 Project: 21-202 Sheet: 1 of 4 ti N Q 'O N O o z N y o CC N a Qti v - a U N y x m •ra lD � .: UMs Date: 09/30/2021 Project: 21-202 Sheet: 1 of 4 (2) #4 1p to beam with 1/4"flflet weld all around. em Weld basen oolumn� commands retrair. to beam with ]/4"filter weld all amid. I Install#4 vertical wine spaceman I' 6" on eenrer win 2'-0" milium splice length. 3" enter maximum Intend fin! depth ifflondkingE r I joists isfloor sheathing panels between hjohtz� uiurrus.E ("O orer per plan. rebac E E A6 said wallwim 7/16" dowels at 2'-0"oncenter. mslall lm'oxlm long ]null l2.0 x 10"long O.S.B. sheathing. trudll(2)IW %36 anchor bots at 4' -mon 1 anchmbomat4'-0"on steel fulldepthweb center maximum. E 15 15 renter maximum. ' E E FktendFIN54x4 sleet 3/4"T&G floor sheathing return at ° F column to steel beam overI-imsts per plan. (((Install#4 �2'-0"on center N E Felow_ per columa. Insau #4 contend mbm each direction. .l I' Spread at l' -V on center with (2) #4 1p to beam with 1/4"flflet weld all around. em Weld basen oolumn� commands retrair. to beam with ]/4"filter weld all amid. I Install#4 vertical wine spaceman I' 6" on eenrer win 2'-0" milium splice length. 3" enter maximum Intend fin! depth ifflondkingE r I joists isfloor sheathing panels between hjohtz� uiurrus.E ("O orer per plan. rebac E E I' Install #4 Rebar dowels 1 Install #a Renar aowela �a with 6. long nooks spaced -1 r (z) #a emanamarebar. th 6'lonngg nooks spaced 1j;. Wrap column with roan. a' maim me`P���e gM� r' -66-o center I6� ,man splice length. in Install ln" eter n expansionjoint mamnal Install VNt Ih nsalnn"penacter �• (z)#4 summers term r. g3g3 udblock-out or tame . (2)#4 initis rebs. usm joint material. •UE install sono -tune ring. expansion joint Jl:; Jt a isu III=III=III=11 _ ; 1-11.-11I=III=,11 j =11 L=III=III=1 III711p—III III-IIIIdIIpIILIIL— III-111-1II--J, II E vadei e — varies Install square footing intim — vada unduairbed soil. Remrro Rater to Pan Fe Refer to Plan Restricting E kc plan fmsire, reform Section A Section B Schedule `O1e1 ° "g Section C Front Entry/Back Patio Interior Footing Basement Wall Scale: VP = 1'-m Scale: 1/z^= pc(p Scale: L2" =1W anchor bolts at it -(c on 9e- dowels at 2'-0"oncenter. mslall lm'oxlm long 4!I (2)#4 crntimmus rebac. trudll(2)IW %36 anchor bots at 4' -mon 1 (1) #4 continuous rebar. steel fulldepthweb center maximum. I 15 15 stiffeners on each ' mull #4 contend return side at column I' (2)#4 rootimmus rebac. luwtions. typical. (4) �. a enter annual coal web surfaces (2)#4 continuous rebac. (LL005) at 1'-4" on center. (studs) per columa. Insau #4 contend mbm 117/8" LVL .l I' Spread at l' -V on center with sheatlangover (LL005) at T-0" on center. (Beam) 2' A" minimum splice length. - yoism per lan. 14 — el column per plan. 3" -L�- ta I' Install #4 Rebar dowels 1 Install #a Renar aowela �a with 6. long nooks spaced -1 r (z) #a emanamarebar. th 6'lonngg nooks spaced 1j;. Wrap column with roan. a' maim me`P���e gM� r' -66-o center I6� ,man splice length. in Install ln" eter n expansionjoint mamnal Install VNt Ih nsalnn"penacter �• (z)#4 summers term r. g3g3 udblock-out or tame . (2)#4 initis rebs. usm joint material. •UE install sono -tune ring. expansion joint Jl:; Jt a isu III=III=III=11 _ ; 1-11.-11I=III=,11 j =11 L=III=III=1 III711p—III III-IIIIdIIpIILIIL— III-111-1II--J, II E vadei e — varies Install square footing intim — vada unduairbed soil. Remrro Rater to Pan Fe Refer to Plan Restricting E kc plan fmsire, reform Section A Section B Schedule `O1e1 ° "g Section C Front Entry/Back Patio Interior Footing Basement Wall Scale: VP = 1'-m Scale: 1/z^= pc(p Scale: L2" =1W anchor bolts at it -(c on - I —M In as framed wall. E renter mammum. beampacplan. Pl ,I E (1) #4 continuous rebar. W10x30 E 15 15 I 111 lR"oxlm lig Install la. foinder mull #4 contend return Insall lY2^pedmeta cl anchor Wltsat4'-mon expansionjoin[ 9 E e@ausionibnt enter annual matermL (2)#4 continuous rebac. (LL005) at 1'-4" on center. (studs) 3u"T&Guoor 117/8" LVL .l I' sm sheatlangover (LL005) at T-0" on center. (Beam) I - yoism per lan. 3/4^ T&G flaw sheathing — Insall #4 vertical bear I s�0 Duet l-jobw per plan. -I C a a Ilii' '$ 3- 21-202 IF_911III _ _un #4 rebus W a g l ,J2)#4 cootinmus rebar. -0"m center. OQ� 1 (1)#4 common a,.r p=_ III III. I' II II ,I .111E (2)#4 continuous tebaz -----------------------F ---------- --------,I c ana I•• m(2)#4 continuous rebus length 3 F g" a �Qj#4 commuoos term. Imall #4 Rebar grecs :p< with 6 long hooks spaced at 1W on create rwith , m minimum splice length. Insall la'peamemr ,,11 (2)#4 summers term. Pamim joint material. . II EE IL IIIIII—II € I L—III—III-III Vanes ig Refer to Pan st Section F Front Hall/Garage Scale: V2"=1' -m Section G Garage Foundation Style: Ia. = r -d" to the plate with 6"x6 x la'dinc A36 steel plate Veld (2)2-0 long #4 term to the platemshown. Cmtplareinto pace with the concrete. 6'x 5- x la'thick chi steel plmc: Weld (2)T-0"long rebac to the plate as shown Cast plate into place with the concrete. Weld the columna per star tome plate with IN fine weld all amunr liz 2'-0" x 6' x 12" thick A36 steel piate.-c Weld (s)T-Y long #4 rebus to the plate as shown. Cast plate into place with the conerek. 2' -Ir x 6" x 12" tack M6 amid plate. Weld (8) 2'-0"long most to the plate as shown. Can plate into placewith the concrete. Embedded Plate Colum Base 'EB2' Scaled" =1'-m a a tl Embedded Plate Colum Base 'EBl' sWe: 1"=1'-0" (2)14'=V - I —M In larsdol lm'o x 1m long Famed wan heyond, beampacplan. Pl ,I anchor boils at 4' -mon oundation wall beyond.E W10x30 E enter intention _§ Install la. foinder mull #4 contend return (2)#4 continuous rebar.-,,, (2)#4 continuous ii expansionjoin[ 9 E spaced at l'-6" on center with 3WT&G Flom matermL (2)#4 continuous rebac. (LL005) at 1'-4" on center. (studs) reaming over .. 117/8" LVL .l I' sm (2)14'=V - I —M In Mark: Size: beampacplan. Pl ,I � (2)#4 continuous mbar. (1) row of 1/2"0 x 6"long wedge W10x30 ln°ahg een fountlaaon and t _§ 2x10 mull #4 contend return LVLbeam. gds (LL358) at 1'-4" on center. (studs) L3 spaced at l'-6" on center with (3) rows 5" long Ledger Lok screws (2)#4 continuous rebac. (LL005) at 1'-4" on center. (studs) 2' A" minimum ¢slice length. 117/8" LVL .l I' sm 3 (LL005) at T-0" on center. (Beam) architectural plans. �. U 3/4^ T&G flaw sheathing Y A s Insall #4 vertical bear I s�0 Duet l-jobw per plan. Special aH'-6"ort center with 2'-0" minimum splice long@. C a a '$ 3- 21-202 § Sheet: a W a g ,J2)#4 cootinmus rebar. 26 stud wall with ins' O.S.B. sheathing. at lWon center with Tar' '• at lWon center with 2'-0'Id minimum splice length. minimum splice length Indian IX announce h• (2)#4 mminums rens. Indian IX announce I a (2)#4 remain xpanxion joint material. -II expansion joint mmerizl. -II all .II = 1—III= III, 1,11 _ E III—II I II I I LI I I varus Rete Io Plan ald.g Refer to Plan is Section D Section E Mud Room/Garage Basement Stair Landing/Garage sole: ln" = rA" gram: 1 Tr =1'-0" Legend. ~� 8" Foundation Wall (U.N.0). Indicates Sill Plate and Anchor Bolt Locations. VZYZZM/A Interior Load Bearing Walls Above.ms, 1---1 BeaLedgers. Concrete/Brick/Stone Ledge. Black -out for Door, etc Floor or Deck Joist. LVL: Laminated Veneer Lumber. PLA: Point Load Above. Refer to details on Sheet 1. - Rho -board Strap -Tie Location, refer to dead.- Stud Strap -Tie Location, refer to detail. Continuous Footing Schedule Continuous footings greater than 2'-0" in width shall have (3) continuous longitudinal #4 rebar and #4 transverse rebar spaced al 2'-0" on center. Required Concrete Cover of Reinforcement 3 inches for concrete cast against and permanently exposed to earth. 1 Y inches for concrete exposed to earth or weather. of an inch for concrete not exposed to weather or not in contact with ground. Interior Footing Schedule Mark Size: Reinforcing: SQF 48 4'-0"x4'-Fx8" (8)#4 rebar each way. SQF 84 T -0"x T -0"x12" (14)#4 re bar each way. Wood Column Schedule: Mark: Size: Top Cam Base Plate: IC6 (3) 2x6 (2) CS16 Straps floating z Steel Beam Sizes: Ledger Schedule: Mark: Size: Connection: Ll 2x10P.T. (1) row of 1/2"0 x 6"long wedge W10x30 Treated anchors at 1'-4" o.c. (concrete) L2 2x10 (2) rows 3 5/8" long Ledger Lokscrewa W12x35 61/P' (LL358) at 1'-4" on center. (studs) L3 11 71W LVL (3) rows 5" long Ledger Lok screws (LL005) at 1'-4" on center. (studs) L4 117/8" LVL (3) rows 5" long Ledger Lok screws sm 3 (LL005) at T-0" on center. (Beam) Wood Column Schedule: Mark: Size: Top Cam Base Plate: IC6 (3) 2x6 (2) CS16 Straps floating z Steel Beam Sizes: Mark. Mark: Width: Depth: W8x21 51/4" 81/4" W10x30 53/4" 101/2" W12x26 61/2" 121/4" W12x35 61/P' 1211T W12x50 81/8" 121/4" Wood Column Schedule: Mark: Size: Top Cam Base Plate: IC6 (3) 2x6 (2) CS16 Straps floating z Steel Column Schedule: Mark. Size: Minimum Actual Capacity: Cl 31/2"0, 4 O.D. 52,000 lbs. C2 5'0, 5 9/16"0 O.D. 85,000 HIS. C3 HSS 3" x 3" x 1/4" thick 35,000 Has. C4 HSS 4"x 4" x 1/4" thick 40,000 lbs. C5 HSS 4" x 4" x 3/8" thick 67,000 Had. Wood Column Schedule: Mark: Size: Top Cam Base Plate: IC6 (3) 2x6 (2) CS16 Straps floating z Foundation Plan Side: L4" =1'-0' Fy' u O _ W 0. O � �p^ N o iy W o All elevations are V 0 2 based on the 0 sm 3 3 architectural plans. � U d Y A s s�0 Cz C a a Date: 09/30/2021 Project: 21-202 Sheet: II II W a 3 OQ� II m0 II -----------------------F ---------- --------,I c Step top of 00 16,ITG. 8 ^' no m _________ rl saturation I" m v, ren m J — nV. N a TOF-547495 e O6L gpg6 iI iI _______ m BOF -5464.58'1 rte 4 G 20" G m m F l8" FrG. O p binding. Lt. a[tatFs�inged ro G�' til; o Remr to Lvagar __ r --- __ __ ___ r _ ___ _ _ a - 5 S rerun, on this sh�@I Garage 6W t� `BOF=Sa6a58' _N S� Iretall d"none[¢ ilab eloped towards W the oeetheaa air. ., s II 1 Il l I( 4 -—a Ll. a[IaNeval ilio&. �'d Supt than I 1 Refer to Ledger hedule 1 �� ry nth ontatl I onth,saheet a` tl'a 0 ') or nor 6 __ _ OF=5476.00' ~ 6 (3) 2sjipjenaing OF=5464.58' li = I all (2 114 Est 1 l stall( 1l4" bat el �1QI It Al �- sunt -a thw bxnti nix lull cpm era grace n z6"Fro. I I tau HEIM ----- Ole said. s' col mm m pica Is a,. J gerron 8G1 iiFtei won ¢en nate¢ re` rn m_ San s iffin erg pe <om , _ _ I o I oh I i- 1 6.4, ll man �crfon �_ L ° n" Dee Re D.. Fl.am p Ie tleailo Shen 1. Poc _ Je r__ F}_____ __ __________v amp top of _ _ I -m foundationy�.0 l___1 m W1 (3) Para, mP Wl (I) Paus. _ W (3 sten dm �1 N PP" — — — I r 2 � .`� L_ __ __ J P I — M o ` -- -- — -- --- -- -- —r ilOF=54]4.]5' J S F48 OF=546458' 4'-10" L_ J IIU. 1U- ]l9' 8'1" Stec embedp rotor portal I A fism e. Rekno Embedtled 1 -3" 8'-8" F am Colum Base'ERL dacail on this aneeLa e n TOE 54 .51 26"M. L Instal 'l!' cars to In AI 1 [g I q 2 W53 14" R-21 I-oisxat = ro FA (16) an cer ser an B F=5 64.5 PI OF 4M B' Q 6 J Stag embed slam for portal W 11 - l8" fism eamdeniltonutRis art Oe imilarm ah Bdr merlon S5474751 u. 6 beano tonsil. 1 n OF 5474 5' =54 4.75' - l L_--------------- ___ __ ___ __ ___ _ OF 5464 BJ —BV =5 .58' li --------- _.__ - - -- -- 0111111111 I I Foundation Plan Side: L4" =1'-0' Fy' u O _ W 0. O � �p^ N o iy W o 0 d° Wheat Rn Y O so es"bi09 DMs !PEP 30 20?< -0 AV•OR• P 3 Ssror4nL G, a s�H • rl O a Ili All elevations are V 0 2 based on the 0 sm 3 3 architectural plans. � U d Y A s s�0 Cz C a a Date: 09/30/2021 Project: 21-202 Sheet: 2 of 4 W a 3 OQ� G, a Ili All elevations are V 0 2 based on the 0 sm 3 3 architectural plans. � •ca Y A s u; Cz C a a G, a u All elevations are 0 2 based on the 0 sm 3 3 architectural plans. l. -4 u; Date: 09/30/2021 Project: 21-202 Sheet: 2 of 4 tht (2) the LVL to the steel beam with (2) 100 through W16. Install a WPU what =312", depth =12 1W trip range hanger. Weld top range to steel bemn with 3/16"x 312" long fillet weld centered on the top range. 4"x It's 1/4" A36 Steel plate. Fasten to steel beams with 1/4'x 3C'long fillet weld on each beam. Fasten to steel beams will S"longrllaf weld on each Wlzxw hanger. Steel Beam/Hanger Connection Scale: l" —1'A" stiffener. (4) Total. (Centered over column location) m per plan. WIWO beam per play WIWO beam per plan. angles � nnecrbeamswiM�(� �teeeferto therms will and (9)}/4^O g325 and 9 3WOM13 bolo referro)teel An 1 bola, on thio steel lel I on rids sheet derail on rids sheet Framed Beam Connection 1 Style: 34';1 1-4 (3)2x4 A 2Hem- r#2rann (3)2x6 A hit*JE 3rd Level Framing Style: 114^ = r-lr sheat Cruor Install.WPUwidth=312'Sdepth=121/4' sheat as tp Flange hanger. Weld top Flange to steel I-lou'm per plan. beamwith 311V x 312' long filletweld W12x26 steel centered on the top range. of,Idolsts beam, beyond �wlt hangers. eThalVW A36 reel fllu-death t, stiffener on each dde of beam. (4) Total. Nader plat (Centered over column location.) Weld column to beam with 1/4"111 weld, all around. Section Hf Framed Beam Connection 2 Sale:3/4" = IW Iris ll(Z) VW X36 steel '(2)toUoL, W12v50 fvlldepW web stiffener steel beam. on each side ofboom. (4) Tow. (Centered near HSS 4 x 4m.in column location.) levelsteel column per plan. Section If 2nd Floor at Stairs Sure: 34, 1'4" Weld the column to the tiSmel beam per plan. Weld to cmumn to the steel beam per plan with how plate per plan with 1/4" fillet weld all mound. 1/4" fillet weld all around. Weld Tx 1 -steel baa between the columns at (3) places equally further,ITV-, spaced with l/4" thick Iaimn (2)2x6 studs Pas¢n the 2x6 Instar (2) 2x6 studs. Pasted the 2x6 Studs to steel column with l2"o studs to steel column with l2"o through bolts at S -b on center. through bolts at 24"on center. amund. 1W fillet weld all around. refeno 92 a LLTW . ]Z 172 rikyll I a •Pl 1 I. I > 1, Sectiod ff 1 I PtirtaPFi aihr at hiving . Room Door Wall Sale: la, = Pa' A36 Steel Angle 1 Scale: I" — F V Legend; Exterior Walls: 2x6 at 1'-4" on center. `y.,�—�—'—��y. Interior Bearing Walls: 2x6 or 2x4 at u -4"o. c. r mu°�my Indicates interior bearing walls above. y Indicates exterior wall above Interior Partitions: 2x4 at 1'4" o t--- IIIIIIIi Beams or Headers: specified on CM to Timmer/King Stud Columns: set Jois Vriuss/Rafter/Outriggers: Girder Truss. LVL: Laminated Veneer Lumber. PLA: Point Load Above. Install indicated stat the floor cavities. C4, HS column d Instar at ea RM He at each 2x6: r& (2)K Install H2.3 Hurricane Tie at each inner. z. oo se«t z. r ^ J 2nd Level Framing Scale: V4"=1'-0" on LVI, Hull at Joist as at each end of Inch rarer. sole: 1/4'= V-lr h ro a l+a cis vented ace cunt N Web •� II need to O led for Q O iy 2x12, J1 shwith b affiran of 0 N ' _--- ---what. a" cell g. -p OQ ------ -------- .-__ .......... . v U .o. o n_ 9 U 'tl x -0:1 0 3 3 2x1 Hem.P s ............. i:::---- if -----.._. . C3) �(2)R a' (M)od if u r ••---- (L)T ----- --------- ---------- - ............... .a II_ ---- ---._.--- . ( h6: ( T&(2 (3)2xoor(2) 12 3rd Level Framing Style: 114^ = r-lr sheat Cruor Install.WPUwidth=312'Sdepth=121/4' sheat as tp Flange hanger. Weld top Flange to steel I-lou'm per plan. beamwith 311V x 312' long filletweld W12x26 steel centered on the top range. of,Idolsts beam, beyond �wlt hangers. eThalVW A36 reel fllu-death t, stiffener on each dde of beam. (4) Total. Nader plat (Centered over column location.) Weld column to beam with 1/4"111 weld, all around. Section Hf Framed Beam Connection 2 Sale:3/4" = IW Iris ll(Z) VW X36 steel '(2)toUoL, W12v50 fvlldepW web stiffener steel beam. on each side ofboom. (4) Tow. (Centered near HSS 4 x 4m.in column location.) levelsteel column per plan. Section If 2nd Floor at Stairs Sure: 34, 1'4" Weld the column to the tiSmel beam per plan. Weld to cmumn to the steel beam per plan with how plate per plan with 1/4" fillet weld all mound. 1/4" fillet weld all around. Weld Tx 1 -steel baa between the columns at (3) places equally further,ITV-, spaced with l/4" thick Iaimn (2)2x6 studs Pas¢n the 2x6 Instar (2) 2x6 studs. Pasted the 2x6 Studs to steel column with l2"o studs to steel column with l2"o through bolts at S -b on center. through bolts at 24"on center. amund. 1W fillet weld all around. refeno 92 a LLTW . ]Z 172 rikyll I a •Pl 1 I. I > 1, Sectiod ff 1 I PtirtaPFi aihr at hiving . Room Door Wall Sale: la, = Pa' A36 Steel Angle 1 Scale: I" — F V Legend; Exterior Walls: 2x6 at 1'-4" on center. `y.,�—�—'—��y. Interior Bearing Walls: 2x6 or 2x4 at u -4"o. c. r mu°�my Indicates interior bearing walls above. y Indicates exterior wall above Interior Partitions: 2x4 at 1'4" o t--- IIIIIIIi Beams or Headers: specified on CM to Timmer/King Stud Columns: set Jois Vriuss/Rafter/Outriggers: Girder Truss. LVL: Laminated Veneer Lumber. PLA: Point Load Above. Install indicated stat the floor cavities. C4, HS column d Instar at ea RM He at each 2x6: r& (2)K Install H2.3 Hurricane Tie at each inner. z. oo se«t z. r ^ J 2nd Level Framing Scale: V4"=1'-0" on LVI, Hull at Joist as at each end of Inch rarer. sole: 1/4'= V-lr at each sob rt lobe ror 30 h ro a l+a cis vented ace cunt N Web •� II need to O led for Q O at each sob rt lobe ror 30 Date: 09/30/2021 Project: 21-202 Sheet: 3 of 4 ro a e6 iy 0 N ' y -p OQ A v U Date: 09/30/2021 Project: 21-202 Sheet: 3 of 4 ro a e6 iy 0 N ' y -p a A v U .o. o 9 U 'tl x 3 3 Date: 09/30/2021 Project: 21-202 Sheet: 3 of 4 Engineered (2) no nous at each end (2) lis nous at each intersection. Fasten interior shear walls to perpendicular trusses and Door leads win (3)101,mns at each intersection. (2) bad nzi6 at each (2)nodeils intersection. at each end. on renter. Interior shear wall. Fisher to iIL Framed Walk Now, 5 for sheathing requvemmtn. Interior Shear Wall Parallel to Trusses Role: 11/2' =1-w 7/16"O.S.B. sheathing on exeiior race of wall. sheathing requirements. Floor joists or floor trusses per plan. Interior Shear Wall Parallel to Floor Joists solea 110 = rte ' Irvvtirl I.STA12 on header and wrote s indicated on both the exterior and interior faces of the wall. Ir.aw1 ISTM4on Header and out s indicated on both the exterior and interior fares of the wall. training at3"ox. 14"minimlo�m (one story) 2'U'mlvim (two story) Bnllre averiar face or garage wall is to be sheathed with Alb"OS.B. and fastened persheathing notes on sheet 1. Braced Wall Panel Adjacent to Gara to and Rear Door Openin Scat¢ I t/d=1'-IF 3rd Level Lateral Bracing Schedule Scale: 1/4" = P-0• Lateral Wall Bracing Legend Braced wall Panels 1. Construction of this wall shall consist of the inside face of the wall sheathed with a minimum of 5/8" Type'X' gypsum board on one face with fasteners spaced at top plate, bottom plate, and studs at 7" on center maximum. This wall construction is in accordance with AWC SDPWS Table 4.3C. 2. This shear wall shall have minimum 7/16" O.S.B. structural sheathing applied to one face of all studs with 8d nails at 6" on center at edges and at intermediate locations. This wall construction is in accordance with AWC SCPWS Table 4.3. 4. This Perforated Shear wall shall have minimum 7/16" O.S.B. structural sheathing applied to the exterior face of all studs and cripples spaced at P-4" o.e, maximum. All vertical edges shall land on a stud and all horizontal edges shall be blocked. Fasten sheathing with 8d nails at 4" on center at all edges and 6" on center m the field. The interior face of this wall shall be sheathed with a minimum of 12" gypsum board with fasteners spaced at top plate, bottom plate, and studs at 7" on center maximum. This wall construction is in accordance with AWC SCPWS Table 4.3. 0311014 5. This Perforated Shear wall shall have minimum 7/16" O.S.B. structural sheathing applied to the exterior face of all studs and cripples spaced at 1'-4" o.c. maximum. All vertical edges shall land on a said and all horizontal edges shall be blacked. Fasten sheathing with Sd Haile at 3" on cemer at all edges and 6" on]nails in the field. The interior face of this wall shall be sheathed minimum of 12" gypsum board with fasteners spaced at top bottom plate, and studs at 7" on center maximum. This wal construction is in accordance with AWC SCPWS Table 4.3. 2018 IRC required connections for Braced Wall (unless noted otherwise). 1. Rim -board to Sill Plate or Top Plate - Connect with Wil at 4" on center. 2. Joists to Sill Plate or Top Plate -Connect each end with nails. 3. Bottom Plate of Shear Wall m Floor/Rim-board - (4) Me at VA" (16') on center. 2nd Level Lateral Bracing Schedule Scale: 1/4' =1b" 1st Level Lateral Bracing Schedule Rate: 1/4"=I'-0" :7 OLIIJ N CC i—t e ,b VJ c pp u a N v U N (n R OA O0 O 0. 1st Level Lateral Bracing Schedule Rate: 1/4"=I'-0" :7 Date: 09/30/2021 Project: 21-202 Sheet: 4 of 4 N ,b N U OA U ly Ga N r"+ I� N y a � � m � y o M v ti — o U G h -o vs A w N e° a a CA � M N Date: 09/30/2021 Project: 21-202 Sheet: 4 of 4