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HomeMy WebLinkAbout11103 W. 53rd DriveOO **OPTIONS: —FULL BASEMENT —9' BASEMENT WALLS -24 CAR GARAGE M —F.P.® GREAT ROOM EMK CONSULTANTS, INC. LAND DEVELOPMENT SERVICES AND SOLUTIONS 7006 SOUTH ALTON WAY, BLDG. F CENTENNIAL, COLORADO 80112-2019 PLOT PLAN WONDERLAND HOMES TRACT Q (SKYLINE ESTATES FIL. 1) PREPARED UNDER W SUPERVISION 1' AND ON BEHALF 1 CONSULTANTS,EMK 1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM 1 RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD. 2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT F APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY 0Th INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND FOR INFORMATIONAL PURPOSES ONLY. 3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY U TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOF AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL F GEOTECHNICAL SPECIFICATIONS BY OTHERS. 4. LOT AREA TAKEN FROM RECORDED PLAT. 5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM 1 SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIF PRIOR TO HOUSE CONSTRUCTION. 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE R LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WIT THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUM BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF 1 CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESE A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT 1 ACCOMPANYING LEGAL DESCRIPTION. 1 520 JOB NO.: 13185.00 DRAWN BY: GA DATE: 02/09/2021 LOT 9 **NOTE: STEP GRADE ALONG THIS WALL LINE TO ACHIEVE FINISHED GRADE SHOWN. THIS MAY AFFECT FOUNDATION DESIGN. Reviewed by the City of Wheat Ridge k'` j 4 0 engineering Division NO EXCEPTIONS TAKEN U.E.=UTILITY EASEMENT S.E.=SIDEWALK EASEMENT DS=DROP SIDING/GRADE NOTE: RAISED FOUNDATION WALL (TOF) er. Jordan Jefferies DATE: 3/9/2021 COMMENTS: A grading enmcmion vmn I required snorer CO. **NOTE: DROP GARAGE FLOOR AN ADDITIONAL 23" (31" TOTAL) y , NOTE: NOTE: LOWER SIDING OR '-Y( .�\ ADJUST GRADE AS VENEER ALONG ��J SHOWN TO ACHIEVE THIS WALL LINE. INDICATED SLOPE. LEGAL DESCRIPTION 11103 WEST 53RD DRIVE, LOT 8, BLOCK 1, QUAIL RUN FINAL PLAT, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SETBACKS FRONT: 10' HOUSE, 15' GARAGE (BOW) G R A P H I CO, S C A REAR: 15' SIDE: 5' SIDE—CORNER: 10' 1 _? N �+ N Z.8• P.U.E. � 0 5HOA H6P 27 76.0 N o X50 76.0 x76.5 8 �17 � „ ,, s „ LOT 7 O 7% PATIO Se 1, 19.81 SF1 2. w 234.2706 0 00� CRAFTSMAN W #11103 rn FULL BASEMENT ^' 9' WALLS **NOTE: b\ FF -79.2 STEP GRADE N v nPPreox. TOF=78.0 ALONG THIS WALL ^ ENE A" LINE TO ACHIEVE 12 2g � RISERS �F FINISHED GRADE DG- SLAB SHOWN. THIS MAY 5.1' 12• AFFECT EXTENDED FOUNDATION .1 2 CAR ONE s" DESIGN. N GARAGE IS DG-TOF=78.0** 11 13.01' 24%EN 12% 28• 8.8 5z (Ni 21.0' �' PORCH 1� �• 75.4 78.6 b O 75,2� N [6 APPROX. O 0 FIVE 73" RISERS PREPARED UNDER W SUPERVISION 1' AND ON BEHALF 1 CONSULTANTS,EMK 1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM 1 RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD. 2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT F APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY 0Th INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND FOR INFORMATIONAL PURPOSES ONLY. 3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY U TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOF AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL F GEOTECHNICAL SPECIFICATIONS BY OTHERS. 4. LOT AREA TAKEN FROM RECORDED PLAT. 5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM 1 SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIF PRIOR TO HOUSE CONSTRUCTION. 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE R LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WIT THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUM BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF 1 CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESE A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT 1 ACCOMPANYING LEGAL DESCRIPTION. 1 520 JOB NO.: 13185.00 DRAWN BY: GA DATE: 02/09/2021 LOT 9 **NOTE: STEP GRADE ALONG THIS WALL LINE TO ACHIEVE FINISHED GRADE SHOWN. THIS MAY AFFECT FOUNDATION DESIGN. Reviewed by the City of Wheat Ridge k'` j 4 0 engineering Division NO EXCEPTIONS TAKEN U.E.=UTILITY EASEMENT S.E.=SIDEWALK EASEMENT DS=DROP SIDING/GRADE NOTE: RAISED FOUNDATION WALL (TOF) er. Jordan Jefferies DATE: 3/9/2021 COMMENTS: A grading enmcmion vmn I required snorer CO. **NOTE: DROP GARAGE FLOOR AN ADDITIONAL 23" (31" TOTAL) y , NOTE: NOTE: LOWER SIDING OR '-Y( .�\ ADJUST GRADE AS VENEER ALONG ��J SHOWN TO ACHIEVE THIS WALL LINE. INDICATED SLOPE. LEGAL DESCRIPTION 11103 WEST 53RD DRIVE, LOT 8, BLOCK 1, QUAIL RUN FINAL PLAT, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SETBACKS FRONT: 10' HOUSE, 15' GARAGE (BOW) G R A P H I CO, S C A REAR: 15' SIDE: 5' SIDE—CORNER: 10' 1 _? V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: 3/9/2021 Location of Construction: 11103 W 53rd Drive Purpose of Construction: Single-family residence Single Family JF71� Commercial El Multi -Family _a Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multii-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 $ 50.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $150.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: 3/9/2021 ADDRESS: 11103 W 53rd Dr Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 720-429-6051 Sincerely, Signature CC: File w .ci.wheatridgexo.us Rev 0420 GENERAL NOTES 1. THESE DRAWINGS ARE "BUILDERS PLANS" INDICATING GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED ANDTO DICTATE METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BETWEEN MATERIALS OR COMPONENTS. THE BUILDER SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS INCLUDING ALL EXISTING GRADES AT THE SITE. 2. THIS IS A CUSTOM DESIGN, THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WITHOUT THE ENGINEER'S PRIOR, WRITTEN APPROVAL. 3. ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE OF RESPONSIBILITY BY THE BUILDER AND OWNER OF THAT CHANGE. 4. THE BUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. 5. UTILIZE DETAILS AS APPLICABLE. 6. DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION SYSTEMS WELL BEYOND THE LIMITS OF THE BACKFILL, A MINIMUM OF 5 FEET. 7. FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIRED AT PLUMBING AND HEATING RUNS & CHASES. DESIGN PARAMETERS DESIGN CODES: 1. IRC 2018 2. ASCE7 3. AISC STEEL CONSTRUCTION MANUAL 4. ACI BUILDING CODE 318 DESIGN LOADS WITH LOCAL AMENDMENTS: 1. SEISMIC LOADS 1.1. IMPORTANCE FACTOR: 1.0 1.2. SITE CLASS: D 1.3. Ss: 0.192 g Sr: 0.06 g 1.4. Sp,: 0.204 Sp r: 0.096 1.5. DESIGN CATEGORY: B 1.6. STRUCTURAL TYPE: LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE 1.7. RESPONSE MOD FACTOR (R): 6.5 1.8. SYSTEM OVER STRENGTH FACTOR (OMEGA Q): 2.5 1.9. DEFLECTION AMPLIFICATION FACTOR (Cd): 4 2. WIND LOADS 2.1. BASIC WIND SPEED 135 MPH (ULTIMATE) 2.2. RISK CATEGORY II 2.3. WIND EXPOSURE C. 2.4. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (ENCLOSED) 3. ROOFLOADS 3.1. ROOF DEAD LOAD: 15 PSF; TOP CHORD = 7.5 PSF & BOTTOM CHORD = 7.5 PSF 3.2. ROOF SNOW LOAD: Pf 30 PSF 3.3. DRIFTING, SLIDING, AND UNBALANCE SNOW CALCULATED IN ACCORDANCE WITH IBC CHAPTER 16 4. LIVE LOAD 4.1. FLOOR: 40 PSF 4.2. DECK: 40 PSF 5. GROUND SNOW 30 PSF 6. FLOORS AND INTERIOR STAIRS DEAD LOAD: 15 PSF 7. EXTERIOR DECKS DEAD LOAD: 10 PSF SNOW LOAD: 40 PSF 8. WEATHERING: SEVERE 9. FROST DEPTH: 36 INCHES 10. TERMITE INFESTATION: SLIGHT TO MODERATE 11. DECAY: NONE TO SLIGHT STRUCTURALSTEEL: 1. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MINIMUM YIELD STRENGTH AND ASTM SPECIFICATIONS: FACE MOUNT HANGER SPECIFICATIONS Fy ASTM A. WIDE FLANGE SHAPED STRUCTURAL STEEL 50 KSI A-992 B. M -,S-, AND HP -SHAPED STRUCTURAL STEEL 36 KSI A-36 C. STRUCTURAL STEEL CHANNELS AND ANGLES 36 KSI A-36 D. STRUCTURAL STEEL PLATES AND BARS 36 KSI A-36 E. SQUARE AND RECTANGULAR HSS 46 KSI A-500 GRADE B F. ROUND HSS 42 KSI A-500 GRADE B G. STEEL PIPE 35 KSI A-53 GRADE B 2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION AND CODE OF STANDARD PRACTICE, LATEST EDITIONS. GLTV559 3. ALL FIELD CONNECTIONS SHALL BE MADE WITH a' DIAMETER ASTM A307 BOLTS - ENO 4. 3" INTERIOR DIAMETER - SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33.4 KIPS MINIMUM. 5. MINIMUM WELD SIZE TO BE 3/16" U.N.O. RAI 81/1188 LOOSE LINTELS: 1. UNLESS NOTED OTHERWISE, PROVIDE LOOSE LINTELS AS FOLLOWS: (ONE ANGLE FOR EACH 4" OF WALL THICKNESS TO BEAR 6" MIN. EACH END). OPENINGS T04'-0": ANGLE 3 -1/2X3 -1/2X1/4; OPENINGS 5'-5" TO 6-6": ANGLE 6 X 3-1/2 X 5/16 LLV. EPDXY 1. ALL EPDXY SPECIFIED IN THESE PLANS SHALL BE ONE OF: A. SIMPSON SET -XP ICC -ES ESR -2508, MIN. BASE TEMPERATURE 50 DEG F. B. HILTI HIT-HY 200 ICC -ES ESR 3187, MIN. BASE TEMPERATURE 14 DEG F. METAL CONNECTORS: 1. METAL CONNECTORS SPECIFIED'SIMPSON' ON PLANS ARE MANUFACTURED BY SIMPSON STRONG -TIE, INC. METAL CONNECTORS SPECIFIED 'USP' ON PLANS ARE MANUFACTURED BY UNITED STEEL PRODUCTS. SUBSTITUTIONS BY OTHER MANUFACTURERS ALLOWED PROVIDED STRENGTH OF SPECIFIED CONNECTORS IS MET OR EXCEEDED. NAILING/INSTALLATION OF CONNECTORS TO BE PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE HURRICANE ANCHORS (SIMPSON H2.5/H2.5A/H2.5T OR USP RT7 HURRICANE CLIPS AT EACH TRUSSIRAFTER AND ADD'L SIMPSON H7Z OR USP RT20 AT ALL GIRDER TRUSSES, TYP. U.N.0). PROVIDE REQUIRED BLOCKING AT ALL TRUSS / RAFTER BEARING. TRUSS DESIGNER TO PROVIDE ADDITIONAL HOLDOWNS FOR UPLIFT LOADS EXCEEDING H2.5 AND H7Z. 3. PROVIDE ICC APPROVED JOIST HANGERS AT ALL "FLUSH FRAME" CONDITIONS AND AS DEPICTED ON FRAMING PLANS. PROVIDE ANY OTHER POST BASES, MULTIPLE JOIST HANGERS, AND BEAM CONNECTORS AS REQUIRED. INSTALL WITH NUMBER AND TYPE OF NAILS RECOMMENDED BY MANUFACTURER. REFER HANGER SCHEDULE. HANGER SCHEDULE (UNLESS OTHERWISE NOTED) MEMBER FACE MOUNT HANGER TOP FLANGE HANGER SIMPSON USP SIMPSON USP (1)13/4"x91/2"EPA HUS1.81/10 HUS179 WP9 PHM1795 (2)13/4"x91/2"EPA HHUS410 THD410 HB356/95 PHX3595 (3)13/4"x91/2"EPA ITGUS550/10 THDH610 GLTV559 PHXU5295 (1)13/4"x117/8"EPA HUS1.81/10 HUS179 RAI 81/1188 PHXU17118 (2)13/4"x117/8"EPA HHUS410 THD410 HB356/1188 PHX35118 (3)13/4"x117/8"EPA HGUS550/12 THDH612 GLTV537/11 .875 PHXU52118 31/2"x14"FILE TRUSS HU414 HD414 HU414-TF HD0414 (1)BCI 600018 1USE .37/1188 1HFL23112 ILS2.37/1188 TFL23118 (2)BCI 600018 MIU475111 16d @ 8"1 MIT3511.88-2 L=AS SHOWN PER PLAN (1) ADS OR (1) 2x10 LUS28 JUS28 16" 16" 12" &2:10 HU2102OR HUC2102 HD2102OR HD21021F ---- ----- NOTES 1)ALL HANGERS AT (1) PLY BEAMS ARE APPROVED TO USE EDU I VALENT 11/2"NAIL 2) PRO VIDE HDG OR STAINLESS STEEL CONNECTORS AS RED'D FOR TREATED WOOD MEMBERS AS RED'D PER CODE CONCRETE: 1. SEE FOUNDATION WALL REINFORCING SCHEDULE FOR VERTICAL AND HORIZONTAL REINFORCING REQUIREMENTS. STEEL REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS. #5 GRADE 40 STEEL MAY BE SUBSTITUTED FOR #4 GRADE 60 STEEL. BEND OR LAP ALL BARS 48 BAR DIAMETERS WITH A MINIMUM OF 24" AROUND CORNERS. PROVIDE (2) #4S AROUND ALL OPENINGS WITH (2) #4 X 4' AT ALL CORNERS. ANCHOR BOLTS SHALL BE A MINIMUM 1/2" DIAMETER WITH MIN. 8" EMBEDMENT @ 3'1 ON CENTER FOR ALL BASEMENT WALLS AND 4'1 ON CENTER FOR ALL CRAWLSPACE AND GARAGE WALLS, MAXIMUM SPACING W/ MINIMUM OF (2) BOLTS PER PLATE. 2. CONCRETE WALLS SHALL BE 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CONCRETE SHALL HAVE A WATER TO CEMENT RATIO OF 0.50 OR LESS. CEMENT TYPE SHALL BE TYPE I OR TYPE II MODIFIED. SLUMP: 4"+/- 1", OR UP TO 8" MAX IF PLASTICIZER IS USED AIR CONTENT: 6% +/- 1 3. REFER TO ACI 318 FOR ADDITIONAL INFORMATION. 4. DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CURED AND FOUNDATION ADEQUATELY SHORED. BACKFILL TO REQUIRED GRADE ELEVATION AND SLOPE AWAY FROM BUILDING. 5. ALL CONCRETE SLABS SHALL BE 4" THICK WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PROVIDE SCORES OR SAWCUTS IN ALL SLABS @ 12'1 O.C. MAX.. WHERE POSSIBLE, ALIGN SAW CUT WITH COLUMN CENTERLINES AND RE-ENTRANT CORNERS. 6. CONCRETE PROTECTION FOR REINFORCEMENT (UNO) CONCRETE POURED AGAINST EARTH 3" CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER: #5 BARS OR SMALLER 1 1/2" BARS LARGER THAN #5 2" SLABS 3/4" FOUNDATION WALL REINFORCING SCHEDULE WALL HEIGHT VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 0'-0" TO 3'1 #4'S @ 48" O.C. (2) #5'S TOP AND BOTTOM UP TO 4'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 6'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 8'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UP TO 9'1 #4'S @ 18" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UPTO10'i #5'S@16"O.C. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C. UPTO12-1 #5'S@12"O.C. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C. 1. WALLS WITH BACKFILL ON EACH SIDE, SUCH AS DEEP GARAGE WALLS, ONLY REQUIRE REINFORCEMENT AS PER THE SCHEDULE ABOVE FOR WALLS UP TO 4'-0" IN HEIGHT. 2. BUILDER MAY ELECT TO EXTEND PATIO, GARAGE AND CRAWLSPACE FOOTING AND WALLS TO BASEMENT DEPTH USING SAME SIZE FOOTING. FOOTING FOUNDATION NOTES 1. FOUNDATIONS, WALLS AND FOOTINGS ARE DESIGNED BASED ON SOILS REPORT NUMBER: DN49,619-120-R1 REPORT PROVIDED BY: CTLTHOMPSON DATED: AUGUST 12, 2020 MAXIMUM BEARING CAPACITY OF 3000 PSF MINIMUM DEAD LOAD BEARING CAPACITY OF 1000 PSF 2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOILS CONDITIONS. 3. PLACE 4" TALL x 8" WIDE VOID FORM ACROSS FULL WIDTH OF FOOTING EVERY 12 FEET AND CENTERED BELOW WINDOWS AT ALL EXTERIOR BASEMENT WALLS WHEN USING INTERIOR DRAINS. SQUARE FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH/LENGTH # OF #4 REBAR EACH WAY THICKNESS OF FOOTING UP TO 24" 2 NONE NONE 8" 30" 2 8" 8" 36" 3 24" 10" 42" 3 3 @ 18"o.c. 10" 48" 4 10" 12" 54" 4 32" 12" 60" 5 4 @ 12"o.c. 14" 66" 5 12" 14" 72" 6 12" - 16" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING SPREAD FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH # OF #4 REBAR LONGITUDINAL #4 REBAR LATERAL THICKNESS OF FOOTING 16" NONE NONE 8" 18" NONE NONE 8" 20" 2 NONE 8" 24" 2 NONE 10" 26" 3 @ 18"o.c. 10" 28" 3 @ 18"o.c. 10" 30" 4 @ 18o.c. 12" 32" 4 @ 12 c. 12" 34" 4 @ 12"o.c. 12" 36" 14 @ 12"o.c. 12" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING WOOD FRAMING SAWN LUMBER: 1. STUDS AND PLATES SHALL BE #2 STRUCTURAL LIGHT FRAMING, HEM -FIR OR BETTER. FINGER JOINTED STUDS ALLOWED PROVIDED THEY MEET GRADE QUALITY. 2. FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR PRESSURE TREATED HEM -FIR AND ANCHORED TO FOUNDATION PER CONCRETE NOTES. STRUCTURAL COMPOSITE LUMBER: 1. ALL MULTIPLE BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. FLOOR JOISTS SHALL BE BCI JOISTS BY BOISE CASCADE OR APPROVED EQUALS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SEE MANUFACTURER'S MANUAL FOR REQUIRED BLOCKING, FILLERS AND NAILING REQUIREMENTS. 3. LVL BEAMS SHALL BE MICRO -LAMS AS MANUFACTURED BY TRUS JOIST CORP OR EQUAL WITH Fb 2600 PSI, Fv 285 PSI, E 2000 KSI. TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WOOD BEAMS TO BEAR FULL DEPTH OF WALL LESS RIM BOARD WHERE APPLICABLE. ENGINEERED WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 1-1/2" ENO 4. ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED "EW', SHALL BE AS MANUFACTURED BY TRUS-JOIST CORPORATION, BOISE, IDAHO (OR APPROVED EQUAL) WITH THE FOLLOWING PROPERTIES: 8 5/8" DEEP OR SMALLER: 9 1/4" DEEP AND LARGER: Fb = 1,700 PSI Fb = 2,325 PSI Fv = 400 PSI Fv = 310 PSI E = 1,300,000 PSI E = 1,550,000 PSI 5. BOISE VERS -LAM BEAMS AND HEADERS SPECIFIED "LVL" SHALL HAVE THE FOLLOWING PROPERTIES: Fb = 2,600 PSI Fv = 285 PSI E = 2,000,000 PSI 6. BUILT-UP TIMBERSTRAND BEAMS MAY BE SUBSTITUTED FOR SINGLE PLY TIMBERSTRAND HEADERS PROVIDED THAT THE TOTAL WIDTH IS GREATER THAN OR EQUAL TO THAT DESIGNATED ON PLAN. BUILT-UP BEAMS MUST BE ATTACHED PER MOST STRINGENT INDICATED PER MANUFACTURER RECOMMENDATIONS, UNLESS NOTED OTHERWISE ON PLANS. 7. MICROLAMS (LVL) OR VERSA -LAM MAY BE SUBSTITUTED FOR TIMBERSTRAND (EW) OF THE SAME WIDTH AND DEPTH, AS DESIGNATED ON PLAN. 8. PROVIDE MIN. 1-1/8" TIMBERSTRAND LSL RIM BOARD, U.N.O. FLOOR TRUSSES: 1. FLOOR FRAMING SHALL BE PRE-ENGINEERED TRUSSES. 2. WOOD FLOOR TRUSSES SHALL BE DESIGNED BY REGISTERED A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD AND DEAD LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/480TH OR 1/240TH RESPECTIVELY OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY, AT ALL TRUSS AND GIRDER HANGERS. 3. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER OF RECORD. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE FLOOR TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR STABILITY AND ALL FLOOR TRUSS AND GIRDER FLOOR TRUSS HANGERS. SHOP DRAWINGS REVIEW BY THE STRUCTURAL ENGINEER SHALL BE COMPLETED PRIOR TO FLOOR TRUSS FABRICATION. 3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS. 4. FLOOR TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. 5. ALL TRUSSES TO BE PRE-ENGINEERED BYTRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. 6. THE FLOOR LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. ROOF TRUSSES 1. ROOF FRAMING SHALL BE PRE-ENGINEERED TRUSSES. 2. WOOD ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/240TH OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS PANELS BRIDGING AS REQUIRED FOR TRUSS STABILITY AT ALL TRUSS AND GIRDER HANGERS. 3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS EXCEEDING TYPICAL H2.ST, AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS. 4. ROOF TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. 5. ALL TRUSSES TO BE PRE-ENGINEERED BY TRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. 6. THE ROOF LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. WOOD FRAMING CONT. WALL FRAMING: 1. DENOTES LOAD BEARING WALL: 2. WALL FRAMING PER TABLE: 3. IF SPECIFIC WALL HEIGHT NOT SHOW, SUPPLY STUD SPACING OF NEXT TALLER WALL HEIGHT CAI CRIVR sMRMVC VVMLLO OIIMLL OC LA4 V L4 Vhi. V.IN.V 4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. 5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2)F2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE - TYPICAL ENO 6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE. 7. KING STUDS ARE NOTED AS"ICAND TRIMMER STUDS ARE NOTED AS711. 8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. 9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF OPENING AND TOP PLATE IS LESS THAN 24". 10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. 11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING WALLS. ROOF OVERFRAMING: 1. DENOTES OVERFRAME AREAS: 2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C. FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR SPANS OVER 10'-9" 3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. 4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. 5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. 6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/ (3)-10d NAILS EA. SIDE. SHEATHING 1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR WALLS 2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN SUPPORTS. FASTENING SCHEDULE (INCHESON CENTER) ROOF FASTENING ZONE 1 2 3 STUD SPACING SCHEDULE NAILS 6 1 6 1 4 PANEL EDGES 8d 12 6 6 PANEL FIELD WALL HEIGHT HOLD DOWN NOTES DOWN WALL TYPE 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4", 2" LONG 16g @ 12", 2" LONG 2x 12" AB @ 4'1 16d @ 16"1 PER PLAN L=4' OR AS SHOWN PER PLAN 8'-0" 9'1 1 10'_0" 1 11'1 12'1 14'1 1 16'1 1 18'1 2x 1/2^ AB @ Ti 2X4 16" 16" 16" 12" - - - - 7/16" PLYWOOD / OSB EXTERIOR 8d @ 12" ---- -- 2x 1/2" AB @ 2'1 16d @ 8"1 PER PLAN L=AS SHOWN PER PLAN 2X6 24" 16" 16" 16" 12" 1 12" 1 8" 8" ---- ----- BEARING --- ---- N/A SEE PFH DETAIL DBL. STUD TYP. GB -1 1/2" GYPSUM BOARD 5d @ 7" 5d@7 2X4 24" 16" 16" 1 12'. - - - - GB -2 INTERIOR 2X6 24" 24" 16" 1 16" 12" 1 12" 1 12" 12" NON- BEARING INTERIOR 2X4 5/8" GYPSUM BOARD 6d @ 4" 24" ---- ----- 16" 1/2" AB @ 4'-0" 2X6 24„ PER PLAN CAI CRIVR sMRMVC VVMLLO OIIMLL OC LA4 V L4 Vhi. V.IN.V 4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. 5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2)F2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE - TYPICAL ENO 6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE. 7. KING STUDS ARE NOTED AS"ICAND TRIMMER STUDS ARE NOTED AS711. 8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. 9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF OPENING AND TOP PLATE IS LESS THAN 24". 10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. 11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING WALLS. ROOF OVERFRAMING: 1. DENOTES OVERFRAME AREAS: 2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C. FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR SPANS OVER 10'-9" 3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. 4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. 5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. 6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/ (3)-10d NAILS EA. SIDE. SHEATHING 1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR WALLS 2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN SUPPORTS. FASTENING SCHEDULE (INCHESON CENTER) ROOF FASTENING ZONE 1 2 3 PANELLOCATION NAILS 6 1 6 1 4 PANEL EDGES 8d 12 6 6 PANEL FIELD 8d :T. (INCLUDING FT. OVERHANG J SHEAR WALL LEGEND SHEAR WALL PANEL SCHEDULE SHEAR WALL HOLD I E i ' EDGE STAPLE/ SCREW FIELD STAPLE/ SCREW EDGE STUD AND BILKS. SILL BOLTING @ FND SILL NAILING UPPER STORIES HOLD DOWN NOTES DOWN WSP :T. (INCLUDING FT. OVERHANG J SHEAR WALL LEGEND SHEAR WALL PANEL SCHEDULE SHEAR WALL HOLD SW SHEATHING EDGE NAILING FIELD NAILING EDGE STAPLE/ SCREW FIELD STAPLE/ SCREW EDGE STUD AND BILKS. SILL BOLTING @ FND SILL NAILING UPPER STORIES HOLD DOWN NOTES DOWN WSP 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4", 2" LONG 16g @ 12", 2" LONG 2x 12" AB @ 4'1 16d @ 16"1 PER PLAN L=4' OR AS SHOWN PER PLAN HDX HDX ABW-1 7/16" PLYWOOD / OSB 8d @ 4" 8d @ 12" 15g @ 3", 2" LONG 15g @ 12", 2" LONG 2x 1/2^ AB @ Ti 16d @ 12"1 PER PLAN L=AS SHOWN PER PLAN ABW-2 7/16" PLYWOOD / OSB 8d @ 3" 8d @ 12" ---- -- 2x 1/2" AB @ 2'1 16d @ 8"1 PER PLAN L=AS SHOWN PER PLAN WSP PFH 7/16" PLYWOOD /OSB ---- ---- ---- ----- ----- --- ---- N/A SEE PFH DETAIL DBL. STUD TYP. GB -1 1/2" GYPSUM BOARD 5d @ 7" 5d@7 No. 6 S OR W @ 4" No. 6 S OR W @ 12' 2x 1/2" AB @ 4'1 16d @ 16"1 PER PLAN L= AS SHOWN PER PLAN @ HOLD DOWN GB -2 1/2" GYPSUM BOARD Sd @ 4" 5d @ 7" No. 6 S OR W @ 4" No. 6 S OR W @ 12' 2x 1/2" AB @ 4'-0" 16d @ 16"1 PER PLAN L= AS SHOWN PER PLAN STUD WALL GB -3 5/8" GYPSUM BOARD 6d @ 4" 6d @ 7" ---- ----- 2x 1/2" AB @ 4'-0" 16d @ 12"o.c. PER PLAN L= AS SHOWN PER PLAN 1. NAILS FOR GYP BOARD (GB) ATTACHMENT SHALL BE DRITITE OR 'COOLER -TYPE NAILS, AND SHALL CONFORM TO REQUIREMENTS OF IRC. 2. NAILS FOR WOOD STRUCTURAL PANEL (WSP) SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS 3. INTERIOR GYP BOARD (GB) SHEATHING SHALL OCCUR ON EACH SIDE OF WALL. (NOTE: INTERIOR SIDE OF GB -3 MAY BE%" GYPBOARD NAILED WITH 5d NAILS SPACED AT 4"1 AT PANEL EDGES) 4. EXTERIOR WALLS (WSP) SHALL BE SHEATHED ON THE INTERIOR FACE WITH 4. GYP BOARD (MINIMUM). 5. PLYWOOD/OSB SHEATHING SHALL BE STRUCTURAL 1 GRADE WITH EXTERIOR GLUE. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLD DOWNS OCCUR. 7. GYPBOARD AND PLYWOOD/OSB TO CONFORM TO IBC 8. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH, MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. 9. THE PRESCRIPTIVE METHOD DESCRIBED IN SECTION R602.10 WAS FOLLOWED WHEN APPLICABLE. WHEN THE RESIDENTIAL FRAMING DOES NOT ALLOW THE PRESCRIPTIVE METHOD TO BE FOLLOWED, SECTION R301.1 WAS FOLLOWED. 10. REFER TO ARCH PLANS FOR FIRE RATING REQUIREMENTS IN ADDITION TO SHEATHING NOTED PER STRUCTURAL PLANS. REVISIONS LOG DELTA# I COMMENTS Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com VJ W 2 0 2 0 Z W 0 Z 0 Mr 00 W J r LL U) M A r, `.J CM HOLD-DOWN SCHEDULE 0 "i HOLD DOWN ANCHOR BOLT EMBED DEPTH HD1 SIMPSON CS16 w/(22) 10d + 13" END LENGTH N.A. HD2 SIMPSON STHD10RJ or HDU4 712" HD3 SIMPSON HDU8-SDS2.5 or STHD14 or USPDHD8 1012" HD4 SIMPSON CS14 w/(30) 10d + 16" END LENGTH N.A. HD5 SIMPSON CMST12 w/(84) 16d+38" END LENGTH N.A. HD6 SIMPSON HD19 12" HD7 SIMPSON CMSTCI6 w/(58) 10d +25" END LENGTF N.A. REVISIONS LOG DELTA# I COMMENTS Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com VJ W 2 0 2 0 Z W 0 Z 0 Mr 00 W J r LL U) M A r, `.J CM 0 }� 0 CD r U) r 19356 o 2 1!k 0 U W 0) -0-0 CU N COPYRIGHT 2021 This documenns an instrument of serace, and as such remai ofthi ns the property of the Architect Permission for use of this m reemens limited and can be extended only by written agreementwlm Evswelo, LLc. REVISION PERMIT SET DATE: 02/22/2021 DRAWN BY: _BV CHECKED BY: RRM GENERALNOTES SG000 1" 6 1' 3 w (3)2xPOST 3/4" 8 FLOOR RE REINFORCING 3' MIN 0 Wstudio -' PLATE TE /(4) SHEATHING SCHEDULE RE REINFORCING "DIA. SCHEDULE STEEL COL PER PLAN - EXPANSION Denver, CO PLATE oN LEVEL BOLTS ;LATE SETS/ - ' OSB. NAIL PER �'������������ BUILDER MAY ELECT TO EXTERIOR SHEATHING DIAMOND SHAPED NONSHRINK STEEL coL., RIM Evergreen, CO RE'. FRAMING BLOCK-OUT FOR COLUMN. OR RE PLAN BOARD SCHEDULE \ d CAST 8" MAY CONC HAUNCH g 2x STUDSRE FRAMING FILLw/ CONC AFTER COL. 5•_ A I _ IS SECURE i 0"MIN }]�' 1"EXP .JOINT CONT w/16d@g�POLATE • SECTION A-A@>3"DI A. COL .I, ?•11� ,11��'•�• (2)-#5x5'0"J A� MATERIAL SLOPE/F MINIMUMwo� 303.670.7242 CONC. SLAB A A EXPANSION w O SIZE •• CAST IN PLACE 0 ee 2x CONT. PLATE w/1/2"DIA CONTRACTOR TO PROVIDE I^•P R,.'. I R;�'.,'. •.:. < _���������� design@evstudio.com 10 PER PLAN BOLTS A.B. W/8"EMBEDMENT@ VAPOR BARRIER AT NON �.� •,• STRAPTIE HOEDOWN PER 4RE W/.&WITHIN 1'-0"OF TREATED WOOD IN ` � 1" 6" 1" 11" �I' • • " A ms eCtons eVstUd O.COm EACH END OF EACH PIECE CONTACT W/ CONCRETE - I 1/4 PLATE w/ EXPANSION PLAN E� • ��'�' "`•" �' .'i �'� �• � .'� (EMBED AT TIME OPDOONC. 5' O MIN o z • • 8 ' OPTION www.evstuaio.com MINIMUM OF (2) 4,4 TOP SLAB RE FRAMING BATHING O FOUNDATION �� .I II�� I � � r MANUFACTURER (3)2x POST w oc z \\ I A\� 4" OR PATTTOO FBARS OR ADD SCHEDULE I CONCRETE --\ E TE II SEE FRAMING PLAN FOR RE FND PLAN � � � . I • r FACTURER'S I � 9 \ OR PATI O RE • ABOVE HAUNCH OF SILL PLATE. 4 DIA PLACEMENT) O _ • • Imo' • �" S�24 AP�INOG OEBLOCKING Rzo F POR SIZE �1 -'F SECTION A-A(cb 3"DIA. COL SHEATHIINNG \ \ BAC COMP OIL AND P ® ® ® • • • WASHERAND STEEL 4 CONCRETE ,S OR FLOOR PORCH/PATIO I 1 BASE PLATE W ARCH'L REPAIR ul SIGHED. 91 Ild 8�� (2)#5x5'0" ACT PER o HOLE ORS ND 102 UT •11 11/2 "CLEAR FOUNDATION NWALLP RETYR EHANGERTABLE m REINF. PER III �'�11 i14x �L@EACH COIPDER MAY ELECT NER RIM t\\\� GEOTECHNICAL REPORT 2 SS DIAMETER BOARD LECT TO USE O S.B. NAIL PER • d a REINFORCING SCHEDULE NATIVE SOIL OR Fj- MANUFACTURER'S DETAIL FOR COUPLER NUT SCHEDULE • SCH. 40 PVC PIPE. COMPACTED FILL BASE ANCHORING WHEN IF NEEDED. z / I \ PLACE HAUNCHES AT 5-0 o. c. MAX. BITUMISEALWINOUS SEALANT ♦ II' • I " 1 MONOPOST PLATE DIFFERS TENSION w \ II NOTE BASEMENT FLOOR OR W • •'•M II• FROM PLATE IN THIS DETAIL HOEDOWN RE W • BRACING MUST BE INSTALLED U �ocoo=- -- _-�=^------- RE TWO ANCHOR OPENINGS FRAMING PLAN JOS SYSTEMS PLASTIC HAUNCH OR PRECAST--.-�srs,-gyp-+- JOS SYSTEMS PRIOR TO BACKFILLING. t' ! VS. FOUR ANCHOR OPENINGS I "Y •.•'�+'Y:. BOLT HAUNCH BV OTHER MAV BE USED. PRE -CAST PLASTIC HAUNCH AS TO SEE PLAN _•_ y�•^ .. '••r. �• ^ ; S DIA ALLTHREAD .•"- "' ',:'a BAR AOUN PROVIDESU SUBMITTAL � III—I —1 III -1 I . III—I I „, . ----- PRECASTCONCRETE HAUNCH PRIOR TO _ . •., SUSUPPLIED BY BARYON ^ '•' BAR ALL AROUND PROVIDE SUBMITTAL L •' • EMBEDMENT SE BASEMENT WALL SECTION USINGSIPSON ETHIP PATIO PORCH STEEL COLUMN FIND @ GARAGE EPDXY OR EQUAL DOWN ©PATIO PORCH Z WALL STEP SECTION HAUNCH DETAIL 3/4" = 1'-0" 13 N.T.S. EXTERIOR SHEATHING PROVIDE 1"DEEP COLUMN RE 'O DIA ,R OR EPDXY FRAMING PLAN RE FRAMING CONTROL WOODOR LUMN w/ AB66 BASSOSTANDARD WEDGED ALL THREAD BOLT JOINTS AROUCOLUMNS PLATE A TACHE SE OR P T.2x4 BONDED ALL EMBED ENT 2x STUDS RE FRAMING COLUMNS PLATE ATTACHED E (2) 10" DIA. w/4" EMBEDMENT. COLUMN BASE BUILDER MAY ELECT TO USE 2x CONT. PLATE WEDGE ANCHORS EA. PLATE RE FRAMING PLAN MANUFACTURER'S GWHLFOR BASE ANCHORING WHEN w/16d@8"oc 4 CONCRETE SECTION. BEAR ON TOP OF SLAB VS. FOUR ANCHOR OPENINGS 200 S F. MAX fl M MONOPOST PLATE DIFFERS FLOORSLAEON- GRADE , FROM PLATE IN THIS DETAIL RE'. TWO ANCHOR OPENINGS RE FRAMING SCORE DEEP CONTROL • • •. • t II II `� .M I' -� 1 _2x CONT D JOINTS • - .II • Id HOLD TOP OF WALL DOWN EXTERIOR SHEATHING z TIMBERSTRAND OR LP 1" 6" 1/2"DIA. - 6' – RIM BOAR (TVP)'•♦ AND POUR SLAB OVER WALL I� II 11 10 RE FRAMING J�:�4" PLATE w/ (4) P PLATE w/ 1/2" DIA x O i� It 2xSTUDS REFRAMING 1/4"PLATE w/(4) 4"DIA. � A.B. W/8"EMBEDMENT@ I�—III—�jj lj•� • _ (2) #S BARS TOP RE' FOUNDATION WALL EXPANSION BOLTS w 4'-0" O.C. & WITHIN 1'-0" OF • z . & BOTTOM _ _ of Il dl . 0 OC PLATE w/1P DIA x10 EXPANSION BOLTS W ACH PIECE OF V a ( 11II SACH ENDEMBEDMENT @ r O STEEL COL., RE SILL PLATE. • j _ j VERTICAL II �'ll 'd ' • FOUNDATION WALL ' Ilk ` EI NFORCING SCHEDULE 2J #4 II CH . OF PLAN II • i co COLT NT EACH END OF E y ILL IIAND w II • RE'. FND PLAN E2 EXP OOFEACH PIECE OF SECTION /tiA@3"DIA. COL SECTION P-A@>3"DIA. COL I II BLOCKING 924 OCCING OR GPOPEOCH 1 O O ill 112 II' '•' \ ( SEE FRAMING PLAN FOR FLOOR FILL PER O l I m II INT I 2 MATERIAL m II O u-�_________'_� m II 4 oc 8' U.N.O. _ II ^ o G II Z)#S CONT.TOP O � � O 4"VOID FORM II M RE FOUNDATION WALL \ p CONCRETE SLAB -ON -GRADE, IIREINFORCING SCHEDULE Q _ / Q O G II SCORE SLAB w/1"DEEP II z II A �\ II 8"UNO. CONTROL JOINTS @200SF."II z t RE FOUNDATION WALL II MAX QYPJ OR CUPOLIX FLOOR O II aMUN REI NFORCING SCHEDULE BY OTHERS DIAMONDCOLUMDBLOCK_ STEEL COL PER PLAN F - I POST FOUNDATION II OUT FOR COLUMN. FILL w/ o I r ii CONC AFTER COL. IS SECURE PLATE ON LEVEL SURFACE II �� JRIGID FOAM INSULATION, SETw/ NON SHRINK GROUT II m� o3/4" = 1•-0"GRE.ARCH GONG. PAD FOOTING PER ASNEEDED WPLAN AND SCHEDULE. 0 RE'.FOUNDATIONWALL i14x�@SAME SPACING AS CD •EXPANSION BOLTS •, I REINFORCING SCHEDULE 8' WALLSTEELGONG. SLAB PER PLAN A z II EXTERIOR SHEATHING RE FOUNDATION WALL REINF. PER SIGHED. Q RE FRAMING CO REINFORCING SCHEDULE a II 2x STUDS RE'. FRAMING LO z RE'. FOUNDATION WALL • • •"• ' �' " ' I I w/16d @B�PoLATE PATIO PERIMETER SECTION M II REINFORCING SCHEDULE Z) i15 CONT. BOT 3/4" = 1'-0" FLOOR SHEATHING LO It RE'. FRAMING ui w • ..• �\ IL o - ._i_� o TIMBERSTRAND OR LP �� #4x ��@MATCH VERTICAL w RIM BOARD m 8.. U • #4 x �� @SAME SPACING AS �RE TO PLAN 4" VOID F WALL STEEL SEE FRAMING PLAN FOR FLOOR 4. SEE PLAIN JOIST SIZE AND SPACING OR ORM, RE PLAN, RE'. TYPICAL BASEMENT WALL BLOCKING @ 24" O.C. OMI SEC ON WALKOUT FOUNDATION WALL STEEL FORTDGWELS@VGID INFORMATION + N 16 NO FORM ONLY INFORMATION. II 0 2x CONT. PLATE w/1/2"DIAx10I 0 II A B. W/8 EMBEDMENT @ SECTION STEEL COLUMN FND BASEMENT CRAWLSPACE WALL SECTION m h I, 3.0"OC&WITHIN I'-0"OF +� r 1 1 of N.T.S. 1 O N.T.S. 3/4" = 1 -0" G '\ r EACH END OF EACH PIECE ' A r n SILL PLATE v, RE'. FOUNDATION WALL II 11 REINFORCING SCHEDULE I II RE'. FOUNDATION WALL .4. .�'. 1112'CLEAR REINFORCING SCHEDULE 19356 ATSI M, SE.EDE.. EDGE NAILING 11� d 11 NOTE. BASEMENTFLOOROR - .� 11/2" CLEAR • II TOP BARS WINDOW BLOCKOUT (2) #5 CONTINUOUS BOTTOM BARS BEAM POCKET, �I THICKENED SLAB OVER RE REINFORCING SIZE PER PLAN. EXTEND BARS 3'-0"MINIMUM cc i 8"UNO. .11 SCHEDULE > SOLID GROUT. BEYOND EACH SIDE OF III CONTINUOUSTOP BAR, BEYOND , HOLD OF I- W WINDOW _ - II AT GARAGE DOWN AT GARAGE DOOR RE REINFORCING II AND POUR SLAB OVER EXTERIOR SHEATHING 11/2" SCHEDULE TOP BAR, TURN WALL � RE FRAMING z CLEAR RE REINFORCING 90° @EDGE OF OPENING II a SCHEDULE TOP (2)#4 VERTICAL BARS @EACH (1)#5 BAR 24" FOUNDATION 2x STUDS RE FRAMING RE'. FOUNDATION WALL - BAR, TURN 90°@ WALL REINFORCING LL EDGE OF MIN. LENGTH SCHEDULE TOP AND BOTTOM ROW OF 101 2x CONT. PLATEMNT DIAx `T OPENING STACKED & WELDED A B. 8" EMBEDMENT @ STEEL STEEL SHIMS AS TOW @ 96'-0" RED'D, 2"MAX 0 &WITHIN 1'-0" OF O A. . EACH N EALPLATE OF EACH PIECE OF TYP. BEAM POCKET II SILL PLATE. U m 6 _ II 11 II RE'. FOUNDATION WALL r 4 BARS BOTTOM (2) # M N.T.S. L@SAME REINFORCING SCHEDULE OPENING, EXTEND BARS 3 0 B'-" 114x SPACING AS I 112 EXP. JOINT MATERIAL 8 WALL STEEL II OF WINDOW 16" UN O. a U OMIT DOWELS @VOID it 4" CONCRETE a SLAADE, SCORE '+ 1 D SLABB w/ w/ 1 DEEP j oc II CONTROL JOINTS 9200 0 0 PROVIDE NON -METALIC MATERIAL SF MAX MAX QYPJ p AS NEEDEDTO PREVENT BARS _ I FROM CONTACTING WINDOW BUCK FILL PER GEOTECH. (2)#5 CONTINUOUS _ d II 8"CONCRETE TYP LL cc o TOP BARS WINDOW BLOCKOUT (2) #5 CONTINUOUS BOTTOM BARS (2) 4,4 BARS TOP OF OPENING p �I THICKENED SLAB OVER w EXTEND BARS 3'-0"MINIMUM cc i 8"UNO. .11 THE DEPRESSION > O BEYOND EACH SIDE OF III ®1SNlgOISYir HOLD OF 1lPi O W WINDOW _ (2) 4,4 BARS TOP OF OPENING p �I THICKENED SLAB OVER w EXTEND BARS 3'-0"MINIMUM cc z 8"UNO. .11 THE DEPRESSION > O BEYOND EACH SIDE OF HOLD OF i W WINDOW _ - II AT GARAGE DOWN AT GARAGE DOOR oOF II AND POUR SLAB OVER ¢ 11/2" WALL � z CLEAR z II a (2)#4 VERTICAL BARS @EACH < RE'. FOUNDATION WALL - SIDEOFOPENING. EXTENDTO REINFORCING SCHEDULE TOP AND BOTTOM ROW OF f STEEL m� U m w _ r 4 BARS BOTTOM (2) # M _ L@SAME OPENING, EXTEND BARS 3 0 B'-" 114x SPACING AS MINIMUM BEYOND EACH SIDE 8 WALL STEEL OF WINDOW 16" UN O. 4" VOID FORM, RE PLAN, OMIT DOWELS @VOID FORM ONLY TYP. WINDOW OPENING 1 GARAGE WALL SECTION Z BASEL` 5 3/4" = 1'-0" iiiii JOISTTSIZE N SP CVr<rtUUr< o /j •1111 II t0 ` ° JOIST SIZE AND ,0 4 '1111 g II T] " nu d n RERFOUNDBARS TIO :� 46537 it RE FOUNDATION WALL J/j II I REINFORCING SCHEDULE '°y •• GYP BOARD, ¢ 4 III a — RE FRAMING••ONP F'N�\ ��'�� ---------- ----"iiii " +11 HORIZONTAL BARS �q�' 2x STUDS, RE FRAMING 2/ /�IIIIII RE' FOUNDATION WALL Off' 101iZ9l4 BARS@16"oc. • I RE'. FOUNDATION WALL 3:II REINFORCING SCHEDULE 2x CONT. PLATE w/112 DIP II J A.B.W/8"EMBEDMENT @ G HOOK 18 INTO REINFORCING SCHEDULE 11 4'-0" 0 & WITHIN 1'-0" OF /( FOUNDATION WALL IR R Q • a RE'. FOUNDATION WALL w 8" U.N O. EACH ENDOFEACH PIECEOF /� \.11 REINFORCING SCHEDULE > I SILL PLATE �� II. o COPYRIGHT 2021 ��`_________________ _ _�� �. '•'iiThis documenn5 an instrument of 5ervme,and assuch u 1 .� emalns the property of the Architect Permission for use of this of Is limited and can he extended only by 8" WIDE COUNTERFORT �t 11 O II written agreemen[wM EVSWtlIo, LLC. RE'. FOUNDATION WALL II II REINFORCING SCHEDULE IIiII • �h REVISION: II II 11 RE'. FOUNDATION WALL JO. If_____________________ __ill II II II II nI REINFORCING SCHEDULE d I u •n • (2)#4 BARS II IM \ I nil I I II I II 112 EXP. JOINT u I I In, II d •' RE'. FOUNDATION WALL _ ry 3MATERIAL REINFORCING I I n II ^ REINFORCING SCHEDULE 1�===____�____________ PLACE TO EXTERI OR FACE 1I II II 4^ CONCRETE SLAEON-GRADE, PERMIT SET a 11 II II 4"CONCRETE II SCORESLABS/1"DEEP _ II II DATE: 02/22/2021 RE FOUNDATION WALL II II II SLAB Bw/1 DEEP TRE a' CONTROL JOINTS LEXFL. REINFORCING SCHEDULE W II II II d SLABS/ 2005 CONTROL m II MAX QYP)OR CUPOLEXFLOOR DRAWN BY: _BV #4x@12'o.C. II Jowrs @zoos F. MAX o II BY OTHERS CHECKED BY: RRM 8 II II II • (TYP) OR CUPOLEX FLOOR II II BY OTHERS rt— I, kBARS @16"oc. II II II '_� EA. WAV .* IE_;B______�____________ i, b II II I - II II II m M #4x mL@SAME SPAaNG As __Jl _ JI �_J 8" WALL STEEL_- ikxml @SAME SPACING AS VOID FORM REPLAN 8 WALL RE PEAL FOUNDATION DETAILS OMIT DOWELS @VOID o #4x-L@SAME SPACING AS __4 L116UNO. 4"VOID FORM, RE PLAN, FORM ONLY m OMIT DOWELS @ VOID 4"± 3'-0" gWALL STEEL ' FORM ONLY somo " , CRAWLSPACE SECTION COUNTERFORT 4VOID FORMRE PLAN BASEMENT WALL SECTION 3/4" = 1'-0" � 3/4" = 1'-0" 1 3/4" = 1'-0" CONTRACTOR OCOORDINATE NECESSARY UNDERGROUND PROVIDE 4'W VOID IN PLUMBING RUNSWITH FOOTING y. FOOTING@EACH WINDOW LAYOUT AS NECESSARY OW @ 100'-0" BOW @ 91'-0' .'. LOWER LEVEL FLOOR 8" WIDE CONCRETE FOUNDATION CUPOLEXSYSTEM,SFIBER WALLOVER16"WIDEX8"DEEP MESH REINFORCEMENT CONCRETE SPREAD FOOTING- ' TYP.@ BASEMENT (SEE TYP. _•'.� WALL SECTION FOR DRAINAGE& v REINFORCING REQUIREMENTS) RE DETAIL 1/S0.0 SQUAB 00TwG Ed PROVIDE 18" VOID SPACE (SEE TABLE FOR TYP. COUNTERFORT THICKNESS AND REPAIR REQUIREMENTS) W10,22 STEEL BEAM, 2SPAN (DROPPED) • I 8"WIDE x 11 DEEP 3" DIA. SCH.40 STD. m O DOEEP F002NG /SO 0 I� BEAM POCKET 4 STEEL PIPE COL r16 1 WIDE ING COUNTERFORT 36" WIDE x48"LONG x 8" RE DETAIL T%. ,� I _o I 4'-0"± I ;?. i 707-9--10-0 ,0" BOW@ 91'-0" rq 8" DEEP 2'_2" m I Y 91'_0' 91 PROVIDED x8 VOID IN FOOTING @EACH WINDOW PROVIDE4'W VOIDIN .j• FOOTING @EACH WINDOW I I I 8"WIDEx11"DEEP BEAM POCKET :I I 'I .. I r I L--------- -- BEAM PO KET -------- --- --`--- ~----- -. -.-.- SQUARE FOOTIN - - I STEP Bow (SEE TABLE FOR TYP. THICKNESS AND REPAIR REQUIREMENTS) 1 T 6'-112 3._,.. 9'-52' D/ T �- O 5'-0" 21'-0" 1: 8" WIDE CONCRETE FOUNDATION WALL OVER 16 NX NA •�' I �(SEETYE WALL SNG ECTDTIOREEIN FOO4/SO OEE GSRLABBACOPEODOTNOT ROME LG IBOW @ 94'-8" 0 0 ' 30" I L--- 1 I 3" DIA. SCH. 40 STD. STEEL PIPE COLUMN, RE DETAIL 19/S400 5'-0" IIIII■�IIII, 7'-6"VOID 2'-6" 5 F29,6 .8 @ 94'- 8" LOWER FO NDATION WALL 9- H. DOOR 4" CONCRETE DRIVE SLAB ON GRADE SLOPE AWAY FROM BUILDING ELEVATION 39'-0" 3" 0 SCH. 40 ADJ. STEEL PIPE COL il 100'-0" D 91'-0" ELEVATED WALL PORCH/PATIO RE'. DETAI L 16/SO 0 DW @ 101'-01 3C W (➢ 91'-0" 8" DEEP x9" WIDE BEAM POCKET 9" 34'-0" I7•��RI��I 19'-10" SLAB ON GRADESLOPE 12_0" 7'-10" STEP TOW I �1 �2 344 J —X7 6'-3" 1'-11" 9" T'-1" 2'-2" PATIO -4"CONCRETE o ELEVATION I� SLAB ON GRADE - 12/SO 0 SLOPE 1/4" PER FOOT Sn 5'-0"VOID TOP OF WALL TO BE 6" AWAY FROM BUILDING BELOW TOP OF SLAB W@ VERIFY _ 8" WIDE C DNCRETE FOUNDATION WALL B W @96'-11" 4, 0 OVER 6"WIDE x8"DEEP CONCRETE STEP SPREADFOO ING(TYP.@PATIO-SEETYP. — — TOW WALL xFor '� yr DRAMA EREQUIREMENTS) RE'. 8/S00 m o o —•• o STEP TON mi � I ^I L &BOW I I OW BOW STEP TOW STEP TOW HAUNCH TYP., & BOW RE12/S0.0 ELEVATED WALL _ BOW@ 91'-0' BOW 91'-0" @PORCH/PATIO, RE'. DETAIL 16/S00 LOWER DWALL 9 DOOR AS NEEDED OI II I z0 Y �O CONTRACTOR OCOORDINATE NECESSARY UNDERGROUND PROVIDE 4'W VOID IN PLUMBING RUNSWITH FOOTING y. FOOTING@EACH WINDOW LAYOUT AS NECESSARY OW @ 100'-0" BOW @ 91'-0' .'. LOWER LEVEL FLOOR 8" WIDE CONCRETE FOUNDATION CUPOLEXSYSTEM,SFIBER WALLOVER16"WIDEX8"DEEP MESH REINFORCEMENT CONCRETE SPREAD FOOTING- ' TYP.@ BASEMENT (SEE TYP. _•'.� WALL SECTION FOR DRAINAGE& v REINFORCING REQUIREMENTS) RE DETAIL 1/S0.0 SQUAB 00TwG Ed PROVIDE 18" VOID SPACE (SEE TABLE FOR TYP. COUNTERFORT THICKNESS AND REPAIR REQUIREMENTS) W10,22 STEEL BEAM, 2SPAN (DROPPED) • I 8"WIDE x 11 DEEP 3" DIA. SCH.40 STD. m O DOEEP F002NG /SO 0 I� BEAM POCKET 4 STEEL PIPE COL r16 1 WIDE ING COUNTERFORT 36" WIDE x48"LONG x 8" RE DETAIL T%. ,� I _o I 4'-0"± I ;?. i 707-9--10-0 ,0" BOW@ 91'-0" rq 8" DEEP 2'_2" m I Y 91'_0' 91 PROVIDED x8 VOID IN FOOTING @EACH WINDOW PROVIDE4'W VOIDIN .j• FOOTING @EACH WINDOW I I I 8"WIDEx11"DEEP BEAM POCKET :I I 'I .. I r I L--------- -- BEAM PO KET -------- --- --`--- ~----- -. -.-.- SQUARE FOOTIN - - I STEP Bow (SEE TABLE FOR TYP. THICKNESS AND REPAIR REQUIREMENTS) 1 T 6'-112 3._,.. 9'-52' D/ T �- O 5'-0" 21'-0" 1: 8" WIDE CONCRETE FOUNDATION WALL OVER 16 NX NA •�' I �(SEETYE WALL SNG ECTDTIOREEIN FOO4/SO OEE GSRLABBACOPEODOTNOT ROME LG IBOW @ 94'-8" 0 0 ' 30" I L--- 1 I 3" DIA. SCH. 40 STD. STEEL PIPE COLUMN, RE DETAIL 19/S400 5'-0" IIIII■�IIII, 7'-6"VOID 2'-6" 5 F29,6 .8 @ 94'- 8" LOWER FO NDATION WALL 9- H. DOOR 4" CONCRETE DRIVE SLAB ON GRADE SLOPE AWAY FROM BUILDING ELEVATION 39'-0" 3" 0 SCH. 40 ADJ. STEEL PIPE COL il 100'-0" D 91'-0" ELEVATED WALL PORCH/PATIO RE'. DETAI L 16/SO 0 DW @ 101'-01 3C W (➢ 91'-0" 8" DEEP x9" WIDE BEAM POCKET 9" 54 PROVIDE 18" VOID SPACE 9 COUNTERFORT - 8"WIDE COUNTERFORT ON 36" WIDE x48 LONG x8 " DEEP FOOTING RE'. DETAIL 2/S00 PROVIDE 18" VOID SPAC COUNTERFORT 8"WIDE COUNTERFORT ON 36" WIDE x48 LONG x8 " DEEP FOOTING RE'. DETAIL 2/S00 I I I I STEP TOW STEP TOW �Q I7•��RI��I SLAB ON GRADESLOPE STEP TOW I 1/4 PER FOOT AWAY J —X7 STEP TOW FROM BUILDING STEP BOW ELEVATION I� 12/SO 0 �y�RE Sn 5'-0"VOID ! 54 PROVIDE 18" VOID SPACE 9 COUNTERFORT - 8"WIDE COUNTERFORT ON 36" WIDE x48 LONG x8 " DEEP FOOTING RE'. DETAIL 2/S00 PROVIDE 18" VOID SPAC COUNTERFORT 8"WIDE COUNTERFORT ON 36" WIDE x48 LONG x8 " DEEP FOOTING RE'. DETAIL 2/S00 I I I I STEP TOW 3.. 9�� 101"BOW@ 94'8 OW @ VERY 14 4 34'-0" ' STEP TOW v&BOW 94'-8" TOP OF WALL TO BE 6" BELOW TOP OF SLAB 8" WIDE CONCRETE FOUNDATION WALL OVER 16' WIDE X 8" DEEP CONCRETE SPREAD FOOTING- TYP @ PORCH (SEE TYP. WALL SECTION FOR DRAINAGE & REINFORCING REQUIREMENTS) RE'. DETAIL 8/S0 0 9FT BASEMENT FOUNDATION PLAN SCALE: 1/4"= 1'-0" CRAFTSMAN ELEVATION Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com Mr C/�\) W U / rW j 0 G ' 70 O r 2 A�LL� . L 0 VJ 0 Z CD -0U Q 0- 0 � 0) M 70 LU LO E Z 0 p M O c6 v-- 19356 19356 COPYRIGHT 2021 This document is an Instrument of service, and as such ns the property of the Architect Permission for use this ofoftls document Is Ilmlletl andcan be extended only by written agreemen[wltlt EVstudtutllo, LLC. REVISION PERMIT SET DATE: 02/22/2021 DRAWN BY: LBV CHECKED BY: RRM FOUNDATION PLAN S1.10 SLAB ON GRADESLOPE STEP TOW I 1/4 PER FOOT AWAY J —X7 STEP TOW FROM BUILDING ELEVATION I� Sn 5'-0"VOID 2'-0" 5'-0"VOID 1'_0 3.. 9�� 101"BOW@ 94'8 OW @ VERY 14 4 34'-0" ' STEP TOW v&BOW 94'-8" TOP OF WALL TO BE 6" BELOW TOP OF SLAB 8" WIDE CONCRETE FOUNDATION WALL OVER 16' WIDE X 8" DEEP CONCRETE SPREAD FOOTING- TYP @ PORCH (SEE TYP. WALL SECTION FOR DRAINAGE & REINFORCING REQUIREMENTS) RE'. DETAIL 8/S0 0 9FT BASEMENT FOUNDATION PLAN SCALE: 1/4"= 1'-0" CRAFTSMAN ELEVATION Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com Mr C/�\) W U / rW j 0 G ' 70 O r 2 A�LL� . L 0 VJ 0 Z CD -0U Q 0- 0 � 0) M 70 LU LO E Z 0 p M O c6 v-- 19356 19356 COPYRIGHT 2021 This document is an Instrument of service, and as such ns the property of the Architect Permission for use this ofoftls document Is Ilmlletl andcan be extended only by written agreemen[wltlt EVstudtutllo, LLC. REVISION PERMIT SET DATE: 02/22/2021 DRAWN BY: LBV CHECKED BY: RRM FOUNDATION PLAN S1.10 Reviewed for Zoning Compliance by the , City of Wheat Ridge Planning Division APPROVED 6/1 BY: r4l/. �— DATE: March 1, 2021 COMMENTS: Approved with conditions No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-18-13) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. USE CITY'S STANDARD FORM. One (1) street tree is required prior to C.O O N O N 73 a W ' rn CO 6 x J a� N N O N ) N (7 N s v a. 1 3 U 0 Reviewed by the City of Wheat Ridge Engineering Division APPROVED Jordan Jefferies BY: DATE: 3/9/2021 COMMENTS: 1— W W 11 1— J 60 TRACT A SITE PLAN - SFD SCALE: 1 " = 30'-0" W. 54TH AVENUE W. 53RD DRIVE W. 53RD PLACE TRACT E TRACT B TRACT E -7I C � ITI o j k �n o 11103 5'-0" ;. 53RD DR. S.S. SF1 CRAFTSMAN C'' 02 - o moo o co 41,. :s I d� TRACT A SITE PLAN - SFD SCALE: 1 " = 30'-0" W. 54TH AVENUE W. 53RD DRIVE W. 53RD PLACE TRACT E TRACT B TRACT E -7I C � ITI o j k �n o 11103 5'-0" ;. 53RD DR. S.S. SF1 CRAFTSMAN C'' 02 - o moo o co 41,. :s North ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U TRACI D J .. M M M ° L0 00 Z 70 0 L O 0 � LU G Q LU a 7 43 0 Z 0 0 r` 04 4 N J< 04M z w W W �L Z North ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com U J .. M M M o L0 00 Z 70 0 L O 0 � LU G Q LU a 7 O Z 0 Z 0 0 r` 04 4 N J< 04M z w W W �L Z Z O <L 70 - .j M W M 0 0 Z 0 F C04, 0-21874 DRAWN BY: MM CHECKED BY: CE PROJECT NO: 2018013.20 ISSUE DATE: 02/26/2021 REVISIONS: SHEET TITLE: SITE PLAN SHEET NUMBER: A000 WE rml O N O N U Z Z C9 V5 LU 0 0 0 LU LU N LU N H (7 J J a 0 x C7 a O U U O LL F.O.S. �F_---- - . I I I I I I I I II I I I I I I I II I I I I� I I II I I I I I I I I II I I I I I I I I I I II I I I I I I I II I I I I I I L F.O.S. FOUNDATION PLAN - OPT. GARAGE SCALE: 1/4" = 1'-0" Cn O LL A110 -CF F.O.S. 34'-0" F.O.S. 1 _ 19'-101, 11'-6" 2'-8" 1 _ O LL 21 '-0" 34'-0" 13'-0" Cn O LL VCR2 O LL PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE W/ MICROWAVE ABOVE 32 OPT. TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com lT 4°+fLIL�€vio � �s �-21�i DRAWN BY: KK M M SH PROJECT NO: 2018013.20 ISSUE DATE: O O REVISIONS: 00 U70 0 J 0 O J U Cl) O� �O)o CW G Q w U) 70 0 o _ 0 O I- ~ CD Z a 04 M N OJ J Z J LU ai W o D_ 0 .L Z 0 U o T 7 L i V M O V_ lT 4°+fLIL�€vio � �s �-21�i DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: I I 2 SHEET TITLE: F.O.S. F.O.S. A110 -CR OPT. UNFINISHED BASEMENT PLAN OPT. UNFINISHED BASEMENT FLOOR PLAN SCALE: 1/4" = 1'-0" SHEET NUMBER: A101 -CR we rml N O M r r N 0 N co N N N co J O N O Z z c� LU 0 0 0 LU LU N LU N H (7 J J a 0 H 2 (7 a O U U F.O.S. 0 1 w V-8" 10 01 0 6 36 CO A103 -CR —o C� w F.O.S. 5 FIREPLACE OPT. 103-C SCALE: 1/4" = 1'-0" F.O.S. — — — — — — 5'-0" Cl)I — FRAME -IN 3068 OPT. ADDITIONAL 12X4 WALL "' I 2_7 Ix 2- CAR_GARAGE C) CLG. VARIES Ln M IN ' •• 3 `• - � �I N ui 2X4 WALLS ' ' AT GARAGE `I - co — F.O.S. 2 1/2 CAR GARAGE OPTION SCALE: 1/4" = V-0" Cn O LL 4 A103 -CR C� C� O O LL. LL. F.O.S. F.O.S. 2 F.O.S. F.O.S. A110 -CR ('_1� FIRST FLOOR PLAN t 03 -C SCALE: 1/4" = V-0" 0 LO Cn O LL PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE W/ MICROWAVE ABOVE 32 OPT. TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS DIRECT VENT GAS EQ $ EQ M M SH FIREPLACE, PER 2018013.20 ISSUE DATE: BUILDER'S SPECS. REVISIONS: CO 00 (__6FIREPLACE OPT. 103-C SCALE: 1/4" = V-0" First Floor - T.O. Plate — First Floor - T.O. Slab ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com -2 187 KK M M SH PROJECT NO: 2018013.20 ISSUE DATE: O O REVISIONS: 00 U70 0 J L O J 0 0 Cl) W O �0)o ai 2 Q w o O I- ~ CD Z a 04 M N 0 J W< Z J LU a) W o D_ p .L Z 0 U o 7 L V O V_ 9r- 9r- r DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: FIRST FLOOR PLAN SHEET NUMBER: A1 03 -CR C6 O F.O.S. F.O.S. C6 O PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com O LL O N O N U Z Z N W D H D D W W N LU N H (7 J J a 0 x C7 a O U U 2 F.O.S. F.O.S. A000 -CR SECOND FLOOR PLAN �_C SCALE: 1/4" = 1'-0" O LL 0-2187°d DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: 1 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF (2) 3050 SH (2) 3050 SH WHERE BELOW GRADE 2 LINE OF FOUNDATION /GRADE BEAM ABOVE, PER STRUCTURAL 2R 2S �r PLANS = iv 3 CONCRETE SLAB, PER STRUCTURAL PLANS Co 4 COLUMN PER STRUCTURAL PLANS N 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. o 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING Co M BEDROOM 2 Co N W.I.C. N MASTER BED c 10 WALL FURRING W/ INSULATION 9'-0" CLG. `n 9'-0" CLG. 9'-0" CLG. `n CD- o 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES M 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER Cle) CO 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS O C:) r2668 3 F.O.S. 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS O � > A104 -CR 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 00 8'-7 1/2" 3'-11 1/2" 7'-31/2 11 4'-4" ol 6'-4" 3'-5 1/2" O 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 0 L^ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N — — — — — — — — — 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES C , 70 00 2R 2S f OPT. 3068 BARN DOOR 1 20 DWELLING /GARAGE SEPARATION PER APPLICABLE CODES v Co (o Co I - I N 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER j O N I - - - I � I I co APPLICABLE CODES "X" J Q o, I W.I.C. � 11 I ICC - N 30 1 `n I 22 PROVIDE 5/8" TYPE GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING V W N ° CC 9'- 0" CLG M 2668 ;* 3068 = I Co a I h - 28 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S O G 1R 1S L ---J O o0 SPECIFICATIONS O Co o II N I �J C° M. BA H 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS w Co (D (D— 2868 I �, M. BAT 9' - 0" CL I 9' - 0" C G. ° 25 26 36" COOKTOP FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 0 � N 1 A110 -CR O 28 ° CV CE N _2468 i N 2 I A111 -CR ° 0 I 27 28 CONCRETE CURB LINE, TYP. AT ALL GARAGES TUB, PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 CC CD N Z Q Co co CV "t 6'-0 1 /2" 6'-6 1/2" �* G = Ln _ CO Co _ LAU N. -x3 SHO E PAN I I x 34' 29 30 36" FRIDGE SPACE WATER CLOSET O Z w 30 BATH 2 9' - 0" CLG. I SHO E PAN I w W J a C:) � 2468 9'-0" CLG. 2468 ti I I 31 36" RANGE W/ MICROWAVE ABOVE 0 N w rOPT� 23 OPT.� Ij5S� _ N 33 I I - 30 O `r' 33 32 33 OPT. TECH DESK SHOWER/PAN PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 0 i 'L Z L o I1 o (24 OPT. , �o`O 14" BENCH I I - 14" BENCH 34 OPTIONAL PLUMBING ROUGH -IN Q Q 30 _ — I — — — — — — — — I 35 EXTERIOR RAILING, AS REQUIRED V 70 I 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS 1�--------- Ij 2668 12'-7" 14'-5" - DN ---7'-O"::::] - - - - - - - -�1 — — — — — — Ln CO w'-21/2" N BEDROOM 3 M 1'-9"Af 4'-0" � OC7 9'-0" CLG. 0'-7"_ F.O.S. (� Co W O N r CLIPS CEILING 1g 13 (oa 3 5 -PIECE BATH OPT. `* LOFT —------------ 9'-0" CLG. _ _ Nt N w 104-C SCALE: 1/4" = 1'-0" O LL O N O N U Z Z N W D H D D W W N LU N H (7 J J a 0 x C7 a O U U 2 F.O.S. F.O.S. A000 -CR SECOND FLOOR PLAN �_C SCALE: 1/4" = 1'-0" O LL 0-2187°d DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: SECOND FLOOR PLAN SHEET NUMBER: A1 04 -CR 0 N 0 N U Z Z C9 N W D H D D W W co dW W CD CO x M (' r � CV J CD J CV Q cN O N � x CO N (' N � as � U 0 F.O.S. F.O.S. Dr - T.O. Plate Second FI Dr - T I ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS. 2. GRADE LINES INDICATED ARE APPROXIMATE. BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT. PROVIDE POSITIVE SLOPE GRADING AWAY FROM STRUCTURE AT EACH LOT. 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFO. 4. TYPICAL WINDOW HEAD HEIGHT TO BE AS FOLLOWS, REFER TO ELEVATIONS FOR NON -TYPICAL CONDITIONS: BASEMENT: 7'-1 " A.F.F. FIRST FLOOR: 8'-1"A.F.F. SECOND FLOOR: 8'-1"A.F.F. 5. ALL MANUFACTURED TRIM AND SIDING MATERIALS SHALL BE PAINTED. 6. ALL EXPOSED WOOD POSTS, BEAMS, AND TRIM SHALL BE PAINTED PER FINISH SPECIFICATIONS. 7. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS. COORDINATE LOCATIONS w/ BUILDER. ELEVATION KEYNOTES - CR ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com F.O.S. 5 LEFT - GARAGE OPT. 110-C SCALE: 1/4" = 1'-0" Second Floor First Floor - T.O. Plate First Floor - T.O. Slab Basement - T.O. Plate F.O.S. Second Floor First Floor - T.O. Plate First Floor - T.O. Slab Basement - T.O. Plate FRONT - CR GARAGE OPT. SCALE: 1/4" = V-0" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l ) 2 FRONT - CR 110-C SCALE: 1/4" = 1'-0" T. Co T.O. Plate y . T.O. S T.O. PI I n 0-2187 'fid � Up DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 1 ASPHALT SHINGLES I 2 LAP SIDING W/ 4" REVEAL I 3 PAINTED TRIM, SMOOTH FINISH 2 I 4 GUTTER - VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN I FIELD WITH BUILDER I I - I 5 SHINGLE SIDING I 6 BRICK VENEER 3 7 GARAGE DOOR PER SPECIFICATIONS CM I 6 8 8'-0" ENTRY DOOR PER SPECS Q O I I 00 I I First Floor - T.O. Slab O - - - U _ Basement - T.O. Plate (10 J J p Cl) g ., II a II wO w 0) O II II w Q w =o co II 0 > a CD Z N .4 II II Basement - T.O. Slab CC G N i a J N z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O w W a .L O LEFT - CR = L M LO. 110-C SCALE: 1/4" = 1'-0" ' ^ V � F.O.S. F.O.S. M O y Illy 11.111U.11-11.11 1111.11 111111 11111-11.111.1_11-11.1 F.O.S. 5 LEFT - GARAGE OPT. 110-C SCALE: 1/4" = 1'-0" Second Floor First Floor - T.O. Plate First Floor - T.O. Slab Basement - T.O. Plate F.O.S. Second Floor First Floor - T.O. Plate First Floor - T.O. Slab Basement - T.O. Plate FRONT - CR GARAGE OPT. SCALE: 1/4" = V-0" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l ) 2 FRONT - CR 110-C SCALE: 1/4" = 1'-0" T. Co T.O. Plate y . T.O. S T.O. PI I n 0-2187 'fid � Up DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER: A1 1 0 -CR F.O.S. F.O.S. II I II II I F.O.S. O N O N U Z_ I Z I N W D H D D W W N dW � CDx M (' r � CV J O J 04 Q cN O N � x N (' N W CO as � U 0 II II II II 2 RIGHT - CR 111-C SCALE: 1/4" = V-0" F.O.S. F.O.S. REAR - CR 111-C SCALE: 1/4" = 1'-0" F.O.S. )r - T.O Secon( )r - T.( or - T. it - T.O. Plate and Floor - T.O. Second 'irst Floor - T., =irst Floorrr-T easement - T. Basement - T.O. Slab z J d W W U) U) W_ ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS. 2. GRADE LINES INDICATED ARE APPROXIMATE. BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT. PROVIDE POSITIVE SLOPE GRADING AWAY FROM STRUCTURE AT EACH LOT. 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFO. 4. TYPICAL WINDOW HEAD HEIGHT TO BE AS FOLLOWS, REFER TO ELEVATIONS FOR NON -TYPICAL CONDITIONS: BASEMENT: 7'-1 " A.F.F. FIRST FLOOR: 8'-1"A.F.F. SECOND FLOOR: 8'-1"A.F.F. 5. ALL MANUFACTURED TRIM AND SIDING MATERIALS SHALL BE PAINTED. 6. ALL EXPOSED WOOD POSTS, BEAMS, AND TRIM SHALL BE PAINTED PER FINISH SPECIFICATIONS. 7. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS. COORDINATE LOCATIONS w/ BUILDER. ELEVATION KEYNOTES - CR 1 ASPHALT SHINGLES 2 LAP SIDING W/ 4" REVEAL 3 PAINTED TRIM, SMOOTH FINISH 4 GUTTER - VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN FIELD WITH BUILDER 5 SHINGLE SIDING 6 BRICK VENEER 7 GARAGE DOOR PER SPECIFICATIONS 8 8'-0" ENTRY DOOR PER SPECS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com 0-2187°d DRAWN BY: KK M M SH PROJECT NO: 2018013.20 ISSUE DATE: O O REVISIONS: 00 U70 O J L O J UCl) W 06 2 C W U) U) n/ LL TO = Q 0 O 1- ~ 2 N Q 04 CIO N 00 � J z J w 6 W o D_ p .L Z 0 U o T 7 L i V Lo M O V_ 0-2187°d DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER: A1 1 1 -CR City of SINGLE FAMILYIDUPLEX �Wheat�idge BUILDING PERMITAPPLICATIONREVIEW COMMUNITY DEVELOPMENT Date: 3/9/2021 Location: 11103 W 53rd Drive ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a single-family home located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: ✓ YesNo b. Site drainage/grading plan have been reviewed and are: ✓ OK RNOT OK; refer to stipulations. 2. Public Improvements required & to be completed with ro ect: a. street paving/patching: ✓ Yes No ✓ Completed b. curb & gutter: ✓ Yes No ✓ Completed c. sidewalk: ✓ Yes No ✓ Completed d. Other (specify): Yes ✓ No Completed For items not constructed, the amount of funds taken in lieu of construction: S 3. V Does all existing roadway/alley R.O.W. meet the standards of the City: M Yes n No If not, what is required? If R.O.W. is required, has the deed been received: IVI Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. V APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. 5.0 Signature 3/9/2021 Date Stipulations: A grading certification with ILC required prior to certificate of occupancy 6. 0 A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 7. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2020 City of Wheat Ridge Single Family - New PERMIT - 202100388 PERMIT NO: 202100388 ISSUED: 03/19/2021 JOB ADDRESS: 11103 W 53rd Dr EXPIRES: 03/19/2022 JOB DESCRIPTION: Station 53 - New single family detached homes with attached 2 car garage - 2706 sq ft total (Bl/Lot 8) *** CONTACTS *** OWNER ( 3 0 3) 915-4340 WONDERLAND HOMES GC (303)567-7630 KOLBY O'HERRON 202128 WONDERLAND HOMES SUB (303)650-3393 LAWRENCE GILL 022483 GILL ELECTRIC SUB (303)289-3441 ROBERT D. GROSS, SR. 019659 R&R HEATING & COOLING, INC SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 389,231.20 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 81173.86 Permit Fee 31002.55 Engin. Review Fee 150.00 ** TOTAL ** 11,446.41 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. One (1) street tree is required prior to C.O. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-18-13) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 202100388 202100388 11103 W 53rd Dr Station 53 - New 2706 sq ft total single family (Bl/Lot 8 ) ISSUED: EXPIRES: detached homes 03/19/2021 03/19/2022 with attached 2 car garage - I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 03/19/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.co. us To: CommDev Farm is Subject: Online Form Submittal: New Residential Construction Date: Friday, February 26, 2021 1:58:00 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 11103 W 53RD DRIVE Property Owner Name GH COLORADO, LLC Property Owner Phone 720-505-1880 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email metcalf@wonderlandhomes.com Address Attach City of Wheat City of Whet Ridae Payment Form - GH Colorado, LLC.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name tach Metcalf What is your role in the Property Owner project? Contact Phone Number 7205051880 (enter WITH dashes, eg 303-123-4567) Contact Email Address metcalf@wonderlandhomes.com for Plan Review Comments Retype Contact Email metcalf@wonderlandhomes.com Address DESCRIPTION OF WORK Detailed Scope of Station 53 - New single family detached homes with attached 2 Work - Example: New car garage - 2706 sq ft total (131 /Lot 8) single family home with 2 car attached garage Square Footage of New Construction 2706 Upload Proof of 11103 water -supply -license Ddf Submission to Water Department Upload Proof of 11103water-suooly-license 1.odf Submission to Sanitation Department Upload Soils Report Quail Run Block 1. Lot 8 .Ddf Engineering Letters SF1 L8 B1 (11103 W 53rd Dr) Foundation Plan STAMPFD Ddf and Other Letter Size Attachments Energy Calcs Fleld not completed. Construction Plans 2021-0226 Station 53 SFD SP 11103 W. 53rd Drive, Lot 8.ndf scanned on 11'x17" or Square feet Primpersq.fl. Total Cale. larger Living Space 2600 $122.46 $318,396.00 LlnfinMed Baeemanl 106 $22.45 $2,379.70 Project Value (contract 210239 Fnished Basement 1090 $32.50 $35,425.00 value or cost of ALL Garage 575 porch, deck, paW 239 $48.30 $27,772.50 $22.00 $5,258.00 materials and labor) $389,231.20 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for tach Metcalf Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. 5) DENVER WATER PAYMENT AND SERVICE LINE DIAGRAM IS REQUIRED WITHAPPLICATION —ANY USE OF WATER FROM THIS TAP IS PROHIBITED UNTIL THE METER HAS BEEN SET AND INSPECTED. Application will not be accepted until items 1-4 are fully completed and signed. 1. Property Information Mailing Address: Property Address: GH Colorado LLC 11103 W 53rd Drive City: Bldg./Unit #: City: Zip Code: Addison Wheat Ridge 80033 Subdivision: Block: Lot: Lot Size (Sq.Ft.): Station 53 1 8 4885 This license application for a3/4" -inch tap is being applied to serve: (pick one) tap size ❑ Single Family Residence (One tap, one structure) ❑ Multi -Family Residence (One tap, one structure, multiple units) Number of units: ❑ Mixed use building (One tap, one structure —commercial (sgft): residential(u nits): ❑ Commercial type of business: ❑ Irrigation Only square feet ofirfigab/e area: ❑ Fire Protection Only ❑ Other, please explain ❑ Non -potable please indicate type of use: Additional water uses at property Will this tap serve irrigation at the property? yes m no ❑ Are there additional sources of water at this property (well, ditch, etc.)? yes ❑ no m If yes, what is the additional source? Will any of these uses occur at the property? ❑ NFPA 13R ❑ NFPA 13D ❑ Cooling tower ❑ Green roof ❑ Grow house facility ❑ Commercial laundry on-site ❑ Carwash facility on-site Any variation in the above described water usage could result in additional fees, fines, and/or interruption of water service. 2. Owner Information ❑ Property Owner J11 Authonzed Agent Name/Company: Mailing Address: GH Colorado LLC 15725 N Dallas Parkway,Suite City: State: Zip Code: Addison TX 75001 Phone Number: Print Name: 720-505-1880 Zach Metcalf signature ofowner or authorized agent: Date: 2/26/21 APPLICATION FOR WATER SUPPLY LICENSE Denver Water Personnel Only Application Date' Premise ID Tap/Plan ID Number: 3. Cross -Connection acknowledgment This water service may require a backflow prevention assembly (BFPA). Please call Denver Water's Cross Connection Control group at 303-628-5969 to determine the type, model, size and location ofthe BFPA. Failure to install a BFPA in accordance with Denver Water's Engineering Standards may result in re- inspection charges and added construction cost pnorto setting the meter. I have read and understand the above statement regarding the BFPA itials a. uisuiuuroi II UULbIUU IAIV d UUU[ILV UI If property to be served is Outside City & County of Denver, the Distributor must complete the following (print form and obtain Distributor's signature): I authorize a 3/4" -inch tap to be attached to She Distributor Representative's Signature and title Name of DefflNuor Contract number Date facilities. This Water Supply License application is made under and subject to the following conditions: • This License application is subject to the Charter of the City and County of Denver acting by and through its Board of Water Commissioners ("Board"), Operating Rules and Engineering Standards as they may be changed from time to time. When approved by the Board, this document constitutes a License to receive water service at the above property address within its legally described boundaries from the system owned, operated or served by the Board. The OWNER/AUTHORIZED AGENT is the owner ofthe premise described herein or is the authorized agent of the owner. Water service is limited to water available underthe conditions which exist from time to time. The Board DOES NOT GUARANTEE to maintain conditions such that the premise can receive uninterrupted supply ofwater. The Board accepts no responsibility for the size, connection, pressure, location, or method of operation of any distribution mains or service lines not owned and operated bythe Board. The tap must be reasonably sized in relation to the size and use ofthe licensed property in thejudgment of Denver Water. Charges due accrue against the property. Water service may be suspended whenever any charge is past due. Service may also be suspended, and this License may be deactivated or revoked forviolations of Denver Water's Operating Rules. OWNER/AUTHORIZED AGENT agrees to pay such rates, fees and charges, as established by the Board from time to time. The OWN ER/AUTHORIZED AGENT understands the Water Supply License must be activated as required in the Operating Rules and Engineering Standards of the Board in order to receive water. property is inside the City & Cour of Denver, contact Denver Waste Water Management Office at 303-446-3500 for information and charges for your waste water service. 4017f/4/2019 Reviewed for Zoning Compliance by the , City of Wheat Ridge Planning Division APPROVED 6/1 BY: r4l/. �— DATE: March 1, 2021 COMMENTS: Approved with conditions No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-18-13) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. USE CITY'S STANDARD FORM. One (1) street tree is required prior to C.O. �,�� Cif'►' fif •/ 'hl'.lt R-d� �'�►��t'Knesu, _ � .�Lrrr APPROVED Mike Theisen 03/07/2021 -dans ExaDoe AWAOM00(ob" MW o+�at aa�i�OiFR"i4w,�nf lo��Rwr;yh4 ,aran+�ps�.['gC �^i^ ev�i�iwv i+a S?Ir' °ler p.bn.'t�b'a'd^� rtdn.,or a(i u!!'d►R sirav� MM.,aci ��wnrq•Yn,gAsa'fAorM�ie� �iolpir orcooi tAr,gwam A(rlv,��.y,. O N O N 73 a W ' rn cn 6 x ' J a� N N O N ) N (7 N s v a. 1 3 U 0 60 TRACT A SITE PLAN - SFD SCALE: 1 " = 30'-0" W. 54TH AVENUE W. 53RD DRIVE 4 � a W. 53RD PLACE 43 TRACT E TRACT B TRACT E -7I �L m o j N Cn o 11103 5'-0" ;. 53RD DR. S.S. SF1 CRAFTSMAN Cz C mco ' .41,' :s TRACK D North ■ C1 DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com \N heat v � ", Ci'laing U I d� TRACT A SITE PLAN - SFD SCALE: 1 " = 30'-0" W. 54TH AVENUE W. 53RD DRIVE 4 � a W. 53RD PLACE 43 TRACT E TRACT B TRACT E -7I �L m o j N Cn o 11103 5'-0" ;. 53RD DR. S.S. SF1 CRAFTSMAN Cz C mco ' .41,' :s TRACK D North ■ C1 DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com \N heat v � ", Ci'laing U J .. M M e) o V / 00 Z 70 0 L O O U W 2 Q W a 7 O i 0 U� � 0 Z 0 ti 04 --t � Cala) J 04M z w W �L Z Z O <L— 70 .j M W M 0 0 z 0 0-21874 DRAWN BY: MM CHECKED BY: CE PROJECT NO: 2018013.20 ISSUE DATE: 02/26/2021 REVISIONS: SHEET TITLE: SITE PLAN SHEET NUMBER A000 O N O N 7 N O r M r r N O N M N_ a� CO J C6 O LL F.O.S. �_7F----- - . I I I I I I I I II I I I I I I I II I I I I� I I II I I I I I I I I II I I I I I I I I I I II I I I I I I I II I I I I I I L F.O.S. C6 O LL FOUNDATION PLAN - OPT. GARAGE SCALE: 1/4" = 1'-0" q O LL A110 -CF F.O.S. 34'-0" F.O.S. 1 _ 19'-101, 11'-6" 2'-8" 1 _ C6 O LL 21 '-0" 13'-0" 34'-0" 2 F.O.S. F.O.S. A110 -CR OPT. UNFINISHED BASEMENT FLOOR PLAN 101-C SCALE: 1/4" = 1'-0" q O LL VCR2 C6 O LL. PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE W/ MICROWAVE ABOVE 32 OPT. TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com �Wheat v 6 4 Ci"aing F '`'`f� TT J IILJAA,3 ` 0-2187 4 .i� A. DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: OPT. UNFINISHED BASEMENT PLAN SHEET NUMBER: A101 -CR M M O O 00 U70 0 J O 0 J UCl) W O �O)o � C G Q w U) 70 0 o _ 0 O I- ~ CD Z a 04 M N OJ J z J LU 6 W o D_ 0 .L Z 0 U o T 7 L i V M O V_ F '`'`f� TT J IILJAA,3 ` 0-2187 4 .i� A. DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: OPT. UNFINISHED BASEMENT PLAN SHEET NUMBER: A101 -CR O N O N 7 N O M r r N O N M N_ N CO J C6 O LL M N 0 w 0 w O N F.O.S. V-8" 36 F.O.S. —o 0 w 0 w 5 FIREPLACE OPT. 103-C SCALE: 1/4" = 1'-0" F.O.S. — — — — — — 5'-0° I I Cl) I 068 OPT. _ =I'W FRAME -IN 30ADDITIONAL '12X4 WALL x -2�-CAR_GARAGE I o _CL6 VARIES Ln 2X4 WALLS - ' AT GARAGE `I F.O.S. 2 1/2 CAR GARAGE OPTION SCALE: 1/4" = V-0" q O LL 4 A103 -CR C6 C6 O O LL. LL. F.O.S. F.O.S. 2 F.O.S. F.O.S. A110 -CR ('_1� FIRST FLOOR PLAN t 03 -C SCALE: 1/4" = V-0" 0 LO q O LL C6 O LL. PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE W/ MICROWAVE ABOVE 32 OPT. TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS DIRECT VENT GAS 01 EQ EQ M M SH FIREPLACE, PER 2018013.20 ISSUE DATE: BUILDER'S SPECS. REVISIONS: CO r 00 (__6FIREPLACE OPT. 103-C SCALE: 1/4" = V-0" First Floor - T.O. Plate First Floor - T.O. Slab ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com �Wheat v 6 4 Ci"aing '`'`f� TT J IILJAA,3 874 DRAWN BY: KK M M SH PROJECT NO: 2018013.20 ISSUE DATE: O O REVISIONS: 00 U70 0 J L O SHEET TITLE: FIRST FLOOR PLAN J 0 0 Cl) W O �0)o 6 2 Q w o O I- ~ CD Z a 04 M N 0 J W< z J LU a) W o D_ p .L Z 0 U o 70 L V O V_ r r '`'`f� TT J IILJAA,3 874 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: FIRST FLOOR PLAN SHEET NUMBER: A1 03 -CR O N O N 7 C6 O LL F.O.S. F.O.S. C6 O LL 2 F.O.S. F.O.S. A000 -CR SECOND FLOOR PLAN �_C SCALE: 1/4" = 1'-0" C6 O LL VCR? C6 O LL - — — — — — — — — — – 0 Eo 28 M. BATH 9'- 0" CL.G. 0 XSHOE 30 L 14" BENCI- F.O.S F.O.S. 3 5 -PIECE BATH OPT. 104-C SCALE: 1/4" = 1'-0" PLAN NOTES 1. ALL DIMENSIONS INDICATED ARE TO FACE OF FRAMING OR STRUCTURE, UNO. 2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND CONCRETE SLAB SPECIFICATIONS. 3. EXTENTS OF CONCRETE FOUNDATION WALLS WILL VARY PER INDIVIDUAL SITE GRADING. REFER TO SITE SPECIFIC FOUNDATION PLANS. 4. ALL WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF ROUGH OPENING. 5. ALL INTERIOR PARTITIONS TO BE 2X4, UNO. 6. ALL EXTERIOR WALLS TO BE 2X6, UNO. 7. PROVIDE WOOD FRAMING SPACED NO GREATER THAN 16" O.C. WITHOUT BLOCKING AT TUB/SHOWER SIDEWALLS AND CEILINGS, 24" ON CENTER WITH BLOCKING WHEN USING 1/2" DENSSHEILD TILE BACKER, OR 24" ON CENTER WITH 5/8" DENSHSHIELD FIREGUARD (20 GAUGE STEEL STUDS ARE REQUIRED FOR TILE APPLICATIONS). PLAN KEYNOTES 1 CONCRETE FOUNDATION WALL PER STRUCTURAL, DAMP-PROOF WHERE BELOW GRADE 2 LINE OF FOUNDATION / GRADE BEAM ABOVE, PER STRUCTURAL PLANS 3 CONCRETE SLAB, PER STRUCTURAL PLANS 4 COLUMN PER STRUCTURAL PLANS 5 FURNACE, COORDINATE W/ MECH. 6 WATER HEATER, COORDINATE W/ MECH. 7 FLOOR DRAIN 8 SUMP PIT & ELEC. PUMP, COORDINATE W/ MECH. 9 SOIL GAS MITIGATION SYSTEM, COORDINATE VENTING 10 WALL FURRING W/ INSULATION 11 22" x 30" ATTIC ACCESS HATCH 12 WOOD STAIRS, FINISH PER BUILDER 13 WOOD HANDRAIL, PER APPLICABLE CODES 14 HOSE BIBB, VERIFY LOCATION W/ BUILDER 15 BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 16 UPPER CABINET PER BUILDER'S SPECIFICATIONS 17 SOFFIT OR LINE OF CEILING PLANE CHANGE ABOVE 18 42" LOW WALL W/ WOOD CAP, OPTIONAL OPEN RAIL 19 EGRESS WINDOW WELL WITH LADDER PER APPLICABLE CODES 20 DWELLING / GARAGE SEPARATION PER APPLICABLE CODES 21 SOLID WOOD 20 MIN FIRE RATED DOOR W/ SELF CLOSER, PER APPLICABLE CODES 22 PROVIDE 5/8" TYPE "X" GYPSUM BOARD TO UNDERSIDE OF ENCLOSED USABLE SPACE AT STAIRS AND LANDING 23 OPTIONAL BASE CABINET AND COUNTERTOP PER BUILDER'S SPECIFICATIONS 24 OPTIONAL UPPER CABINET PER BUILDER'S SPECIFICATIONS 25 36" COOKTOP 26 FREE-STANDING TUB, PER BUILDER'S SPECIFICATIONS 27 CONCRETE CURB LINE, TYP. AT ALL GARAGES 28 TUB, PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 29 36" FRIDGE SPACE 30 WATER CLOSET 31 36" RANGE W/ MICROWAVE ABOVE 32 OPT. TECH DESK 33 SHOWER/PAN PER BUILDER'S SPECIFICATION - SEE PLAN NOTE #7 34 OPTIONAL PLUMBING ROUGH -IN 35 EXTERIOR RAILING, AS REQUIRED 36 FIREPLACE, PER BUILDER'S SPECIFICATIONS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com �Wheat U •,, `0 'l a /n g ` 0-21874 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: SECOND FLOOR PLAN SHEET NUMBER: A1 04 -CR M M O O 00 U70 0 J L O J 0 0 Cl) W 06 � 2 0 w= U) o 0 0 ti ~ CD a) Z Q N M N 0 J W< z J LU 6 W o D_ 0 .L Z 0 U o T 7 L i V Lo M O V_ ` 0-21874 DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: SECOND FLOOR PLAN SHEET NUMBER: A1 04 -CR 0 N 0 N d W CD x M (' r � CV J CD J CV Q cN O N � x N (' N W CO as � U 0 F.O.S. F.O.S. F.O.S. 5 LEFT - GARAGE OPT. 110-C SCALE: 1/4" = 1'-0" II II II II II II II II I �- Second Floor First Floor - T.O. Plate First Floor - T.O. Slab Basement - T.O. Plate LEFT - CR 110-C SCALE: 1/4" = 1'-0" F.O.S. -------------------------------------------------------L-L �I 1�—:1 Second Floor First Floor - T.O. Plate First Floor - T.O. Slab Basement - T.O. Plate FRONT - CR GARAGE OPT. SCALE: 1/4" = V-0" Dr - T Secc Dr - T.O. Plate or - T.O. Slab nt - T.O. Plate Basement - T.O. Slab z J d W W U) U) W ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS. 2. GRADE LINES INDICATED ARE APPROXIMATE. BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT. PROVIDE POSITIVE SLOPE GRADING AWAY FROM STRUCTURE AT EACH LOT. 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFO. 4. TYPICAL WINDOW HEAD HEIGHT TO BE AS FOLLOWS, REFER TO ELEVATIONS FOR NON -TYPICAL CONDITIONS: BASEMENT: 7'-1 " A.F.F. FIRST FLOOR: 8'-1"A.F.F. SECOND FLOOR: 8'-1"A.F.F. 5. ALL MANUFACTURED TRIM AND SIDING MATERIALS SHALL BE PAINTED. 6. ALL EXPOSED WOOD POSTS, BEAMS, AND TRIM SHALL BE PAINTED PER FINISH SPECIFICATIONS. 7. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS. COORDINATE LOCATIONS w/ BUILDER. ELEVATION KEYNOTES - CR 1 ASPHALT SHINGLES 2 LAP SIDING W/ 4" REVEAL 3 PAINTED TRIM, SMOOTH FINISH 4 GUTTER - VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN FIELD WITH BUILDER 5 SHINGLE SIDING 6 BRICK VENEER 7 GARAGE DOOR PER SPECIFICATIONS 8 8'-0" ENTRY DOOR PER SPECS F.O.S. F.O.S. ^ --------- r I I I I I I I I I I I 3 I I I I I I I I I I I 6 I I I I I I I � I I I I I I I k �-4 I l 1 ------------- ------------- 2 FRONT - CR 110-C SCALE: 1/4" = 1'-0" T. Co T. _T T.O_Plate ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com \N heat f\� 6 Ci"aing 0-2187 AOS DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER A1 1 0 -CR M O O 00 U70 O J L O J U Cl) O .. 5W G W U) U) n/ LL TO = Q O O ti ~ CD N Z Q N M N 0 J W< z J W a) W o a p .L Z 0 U o 7 L V M O V_ 0-2187 AOS DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER A1 1 0 -CR O N O N dW W CD x M (' CO r � N J O J N Q co N O N � � x N (' N W co as � U 0 F.O.S. F.O.S. II I II II I II II II II � I -I - - ------------------------------ 2 RIGHT - CR F.O.S. 111-C SCALE: 1/4" = V-0" F.O.S. F.O.S. I and Floor - T.O. Second 'irst Floor - T_, =irst Floor - T easement - T.O. Plate Basement t -T I F.O.S. or - T.O. Slab it - T.O. Plate REAR - CR 111-C SCALE: 1/4" = 1'-0" z J d W W U) U) W_ ELEVATION NOTES 1. ELEVATION DRAWINGS DEPICT DESIGN INTENT ONLY. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SPECIFICATIONS. 2. GRADE LINES INDICATED ARE APPROXIMATE. BUILDER TO COORDINATE SITE SPECIFIC GRADING AT EACH LOT. PROVIDE POSITIVE SLOPE GRADING AWAY FROM STRUCTURE AT EACH LOT. 3. REFER TO ROOF PLANS FOR ROOFING MATERIAL, SLOPE AND BEARING INFO. 4. TYPICAL WINDOW HEAD HEIGHT TO BE AS FOLLOWS, REFER TO ELEVATIONS FOR NON -TYPICAL CONDITIONS: BASEMENT: 7'-1 " A.F.F. FIRST FLOOR: 8'-1"A.F.F. SECOND FLOOR: 8'-1"A.F.F. 5. ALL MANUFACTURED TRIM AND SIDING MATERIALS SHALL BE PAINTED. 6. ALL EXPOSED WOOD POSTS, BEAMS, AND TRIM SHALL BE PAINTED PER FINISH SPECIFICATIONS. 7. GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AT ALL ROOF DRAINAGE CONDITIONS. COORDINATE LOCATIONS w/ BUILDER. ELEVATION KEYNOTES - CR 1 ASPHALT SHINGLES 2 LAP SIDING W/ 4" REVEAL 3 PAINTED TRIM, SMOOTH FINISH 4 GUTTER - VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS IN FIELD WITH BUILDER 5 SHINGLE SIDING 6 BRICK VENEER 7 GARAGE DOOR PER SPECIFICATIONS 8 8'-0" ENTRY DOOR PER SPECS ■ DESIGN ARCHITECTURE PLANNING LANDSCPE ARCHITECTURE DTJ DESIGN, Inc. 3101 Iris Avenue, Ste. 130 BOULDER, CO 80301 T 303.443.7533 www.dtjdesign.com o�wheat 1Q. f\� 6 , / Ci"aing ME ` 0-21874 .0 A. DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER A1 1 1 -CR M M O O 00 U70 O J L O J UCl) W 06 2 Q W v! U) n/ LL TOT i Q O I- ~ CD N Z Q 04 M N O J W z J J w 6 W o D_ p .L Z 0 U o T 7 L i V Lo M O V_ ME ` 0-21874 .0 A. DRAWN BY: KK CHECKED BY: SH PROJECT NO: 2018013.20 ISSUE DATE: 02/24/2021 REVISIONS: SHEET TITLE: BUILDING ELEVATIONS SHEET NUMBER A1 1 1 -CR GENERAL NOTES 1. THESE DRAWINGS ARE "BUILDERS PLANS" INDICATING GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED ANDTO DICTATE METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BETWEEN MATERIALS OR COMPONENTS. THE BUILDER SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS INCLUDING ALL EXISTING GRADES AT THE SITE. 2. THIS IS A CUSTOM DESIGN, THESE PLANS MAY NOT BE USED ON ANY OTHER SITE WITHOUT THE ENGINEER'S PRIOR, WRITTEN APPROVAL. 3. ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE OF RESPONSIBILITY BY THE BUILDER AND OWNER OF THAT CHANGE. 4. THE BUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. 5. UTILIZE DETAILS AS APPLICABLE. 6. DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION SYSTEMS WELL BEYOND THE LIMITS OF THE BACKFILL, A MINIMUM OF 5 FEET. 7. FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIRED AT PLUMBING AND HEATING RUNS & CHASES. DESIGN PARAMETERS DESIGN CODES: 1. IRC 2018 2. ASCE7 3. AISC STEEL CONSTRUCTION MANUAL 4. ACI BUILDING CODE 318 DESIGN LOADS WITH LOCAL AMENDMENTS: 1. SEISMIC LOADS 1.1. IMPORTANCE FACTOR: 1.0 1.2. SITE CLASS: D 1.3. Ss: 0.192 g Sr: 0.06 g 1.4. Sp,: 0.204 Sp r: 0.096 1.5. DESIGN CATEGORY: B 1.6. STRUCTURAL TYPE: LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE 1.7. RESPONSE MOD FACTOR (R): 6.5 1.8. SYSTEM OVER STRENGTH FACTOR (OMEGA Q): 2.5 1.9. DEFLECTION AMPLIFICATION FACTOR (Cd): 4 2. WIND LOADS 2.1. BASIC WIND SPEED 135 MPH (ULTIMATE) 2.2. RISK CATEGORY II 2.3. WIND EXPOSURE C. 2.4. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (ENCLOSED) 3. ROOFLOADS 3.1. ROOF DEAD LOAD: 15 PSF; TOP CHORD = 7.5 PSF & BOTTOM CHORD = 7.5 PSF 3.2. ROOF SNOW LOAD: Pf 30 PSF 3.3. DRIFTING, SLIDING, AND UNBALANCE SNOW CALCULATED IN ACCORDANCE WITH IBC CHAPTER 16 4. LIVE LOAD 4.1. FLOOR: 40 PSF 4.2. DECK: 40 PSF 5. GROUND SNOW 30 PSF 6. FLOORS AND INTERIOR STAIRS DEAD LOAD: 15 PSF 7. EXTERIOR DECKS DEAD LOAD: 10 PSF SNOW LOAD: 40 PSF 8. WEATHERING: SEVERE 9. FROST DEPTH: 36 INCHES 10. TERMITE INFESTATION: SLIGHT TO MODERATE 11. DECAY: NONE TO SLIGHT STRUCTURALSTEEL: 1. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MINIMUM YIELD STRENGTH AND ASTM SPECIFICATIONS: FACE MOUNT HANGER SPECIFICATIONS Fy ASTM A. WIDE FLANGE SHAPED STRUCTURAL STEEL 50 KSI A-992 B. M -,S-, AND HP -SHAPED STRUCTURAL STEEL 36 KSI A-36 C. STRUCTURAL STEEL CHANNELS AND ANGLES 36 KSI A-36 D. STRUCTURAL STEEL PLATES AND BARS 36 KSI A-36 E. SQUARE AND RECTANGULAR HSS 46 KSI A-500 GRADE B F. ROUND HSS 42 KSI A-500 GRADE B G. STEEL PIPE 35 KSI A-53 GRADE B 2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION AND CODE OF STANDARD PRACTICE, LATEST EDITIONS. GLTV559 3. ALL FIELD CONNECTIONS SHALL BE MADE WITH a' DIAMETER ASTM A307 BOLTS - ENO 4. 3" INTERIOR DIAMETER - SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE RATED AT 33.4 KIPS MINIMUM. 5. MINIMUM WELD SIZE TO BE 3/16" U.N.O. RAI 81/1188 LOOSE LINTELS: 1. UNLESS NOTED OTHERWISE, PROVIDE LOOSE LINTELS AS FOLLOWS: (ONE ANGLE FOR EACH 4" OF WALL THICKNESS TO BEAR 6" MIN. EACH END). OPENINGS T04'-0": ANGLE 3 -1/2X3 -1/2X1/4; OPENINGS 5'-5" TO 6-6": ANGLE 6 X 3-1/2 X 5/16 LLV. EPDXY 1. ALL EPDXY SPECIFIED IN THESE PLANS SHALL BE ONE OF: A. SIMPSON SET -XP ICC -ES ESR -2508, MIN. BASE TEMPERATURE 50 DEG F. B. HILTI HIT-HY 200 ICC -ES ESR 3187, MIN. BASE TEMPERATURE 14 DEG F. METAL CONNECTORS: 1. METAL CONNECTORS SPECIFIED'SIMPSON' ON PLANS ARE MANUFACTURED BY SIMPSON STRONG -TIE, INC. METAL CONNECTORS SPECIFIED 'USP' ON PLANS ARE MANUFACTURED BY UNITED STEEL PRODUCTS. SUBSTITUTIONS BY OTHER MANUFACTURERS ALLOWED PROVIDED STRENGTH OF SPECIFIED CONNECTORS IS MET OR EXCEEDED. NAILING/INSTALLATION OF CONNECTORS TO BE PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE HURRICANE ANCHORS (SIMPSON H2.5/H2.5A/H2.5T OR USP RT7 HURRICANE CLIPS AT EACH TRUSSIRAFTER AND ADD'L SIMPSON H7Z OR USP RT20 AT ALL GIRDER TRUSSES, TYP. U.N.0). PROVIDE REQUIRED BLOCKING AT ALL TRUSS / RAFTER BEARING. TRUSS DESIGNER TO PROVIDE ADDITIONAL HOLDOWNS FOR UPLIFT LOADS EXCEEDING H2.5 AND H7Z. 3. PROVIDE ICC APPROVED JOIST HANGERS AT ALL "FLUSH FRAME" CONDITIONS AND AS DEPICTED ON FRAMING PLANS. PROVIDE ANY OTHER POST BASES, MULTIPLE JOIST HANGERS, AND BEAM CONNECTORS AS REQUIRED. INSTALL WITH NUMBER AND TYPE OF NAILS RECOMMENDED BY MANUFACTURER. REFER HANGER SCHEDULE. HANGER SCHEDULE (UNLESS OTHERWISE NOTED) MEMBER FACE MOUNT HANGER TOP FLANGE HANGER SIMPSON USP SIMPSON USP (1)13/4"x91/2"EPA HUS1.81/10 HUS179 WP9 PHM1795 (2)13/4"x91/2"EPA HHUS410 THD410 HB356/95 PHX3595 (3)13/4"x91/2"EPA ITGUS550/10 THDH610 GLTV559 PHXU5295 (1)13/4"x117/8"EPA HUS1.81/10 HUS179 RAI 81/1188 PHXU17118 (2)13/4"x117/8"EPA HHUS410 THD410 HB356/1188 PHX35118 (3)13/4"x117/8"EPA HGUS550/12 THDH612 GLTV537/11 .875 PHXU52118 31/2"x14"FILE TRUSS HU414 HD414 HU414-TF HD0414 (1)BCI 600018 IUSE .37/1188 1HFL23112 ILS2.37/1188 TFL23118 (2)BCI 600018 MIU475111 16d @ 8"1 MIT3511.88-2 L=AS SHOWN PER PLAN (1) ADS OR (1) 2x10 LUS28 JUS28 16" 16" 12" 22:10 HU2102OR HUC2102 HD2102OR HD210 2F ---- ----- NOTES 1)ALL HANGERS AT (1) PLY BEAMS ARE APPROVED TO USE EDU I VALENT 11/2"NAIL 2) PRO VIDE HDG OR STAINLESS STEEL CONNECTORS AS RED'D FOR TREATED WOOD MEMBERS AS RED'D PER CODE CONCRETE: 1. SEE FOUNDATION WALL REINFORCING SCHEDULE FOR VERTICAL AND HORIZONTAL REINFORCING REQUIREMENTS. STEEL REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS. #5 GRADE 40 STEEL MAY BE SUBSTITUTED FOR #4 GRADE 60 STEEL. BEND OR LAP ALL BARS 48 BAR DIAMETERS WITH A MINIMUM OF 24" AROUND CORNERS. PROVIDE (2) #4S AROUND ALL OPENINGS WITH (2) #4 X 4' AT ALL CORNERS. ANCHOR BOLTS SHALL BE A MINIMUM 1/2" DIAMETER WITH MIN. 8" EMBEDMENT @ 3'1 ON CENTER FOR ALL BASEMENT WALLS AND 4'1 ON CENTER FOR ALL CRAWLSPACE AND GARAGE WALLS, MAXIMUM SPACING W/ MINIMUM OF (2) BOLTS PER PLATE. 2. CONCRETE WALLS SHALL BE 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CONCRETE SHALL HAVE A WATER TO CEMENT RATIO OF 0.50 OR LESS. CEMENT TYPE SHALL BE TYPE I OR TYPE II MODIFIED. SLUMP: 4"+/- 1", OR UP TO 8" MAX IF PLASTICIZER IS USED AIR CONTENT: 6% +/- 1 3. REFER TO ACI 318 FOR ADDITIONAL INFORMATION. 4. DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CURED AND FOUNDATION ADEQUATELY SHORED. BACKFILL TO REQUIRED GRADE ELEVATION AND SLOPE AWAY FROM BUILDING. 5. ALL CONCRETE SLABS SHALL BE 4" THICK WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PROVIDE SCORES OR SAWCUTS IN ALL SLABS @ 12'1 O.C. MAX.. WHERE POSSIBLE, ALIGN SAW CUT WITH COLUMN CENTERLINES AND RE-ENTRANT CORNERS. 6. CONCRETE PROTECTION FOR REINFORCEMENT (UNO) CONCRETE POURED AGAINST EARTH 3" CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER: #5 BARS OR SMALLER 1 1/2" BARS LARGER THAN #5 2" SLABS 3/4" FOUNDATION WALL REINFORCING SCHEDULE WALL HEIGHT VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT 0'-0" TO 3'1 #4'S @ 48" O.C. (2) #5'S TOP AND BOTTOM UP TO 4'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 6'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM UP TO 8'1 #4'S @ 24" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UP TO 9'1 #4'S @ 18" O.C. (2) #5'S TOP AND BOTTOM AND (1) #5 @ 24" O.C. UPTO10'i #5'S@16"O.C. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C. UPTO12-1 #5'S@12"O.C. (2)#5'S TOP AND BOTTOM AND (1) #5 @ 12" O.C. 1. WALLS WITH BACKFILL ON EACH SIDE, SUCH AS DEEP GARAGE WALLS, ONLY REQUIRE REINFORCEMENT AS PER THE SCHEDULE ABOVE FOR WALLS UP TO 4'-0" IN HEIGHT. 2. BUILDER MAY ELECT TO EXTEND PATIO, GARAGE AND CRAWLSPACE FOOTING AND WALLS TO BASEMENT DEPTH USING SAME SIZE FOOTING. FOOTING FOUNDATION NOTES 1. FOUNDATIONS, WALLS AND FOOTINGS ARE DESIGNED BASED ON SOILS REPORT NUMBER: DN49,619-120-R1 REPORT PROVIDED BY: CTLTHOMPSON DATED: AUGUST 12, 2020 MAXIMUM BEARING CAPACITY OF 3000 PSF MINIMUM DEAD LOAD BEARING CAPACITY OF 1000 PSF 2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOILS CONDITIONS. 3. PLACE 4" TALL x 8" WIDE VOID FORM ACROSS FULL WIDTH OF FOOTING EVERY 12 FEET AND CENTERED BELOW WINDOWS AT ALL EXTERIOR BASEMENT WALLS WHEN USING INTERIOR DRAINS. SQUARE FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH/LENGTH # OF #4 REBAR EACH WAY THICKNESS OF FOOTING UP TO 24" 2 NONE NONE 8" 30" 2 8" 8" 36" 3 24" 10" 42" 3 3 @ 18"o.c. 10" 48" 4 10" 12" 54" 4 32" 12" 60" 5 4 @ 12"o.c. 14" 66" 5 12" 14" 72" 6 12" - 16" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING SPREAD FOOTING STEEL AND THICKNESS SCHEDULE FOOTING WIDTH # OF #4 REBAR LONGITUDINAL #4 REBAR LATERAL THICKNESS OF FOOTING 16" NONE NONE 8" 18" NONE NONE 8" 20" 2 NONE 8" 24" 2 NONE 10" 26" 3 @ 18"o.c. 10" 28" 3 @ 18"o.c. 10" 30" 4 @ 18o.c. 12" 32" 4 @ 12 c. 12" 34" 4 @ 12"o.c. 12" 36" 14 @ 12"o.c. 12" IF SPECIFIC FOOTING WIDTH NOT SHOWN, SUPPLY DEPTH AND REBAR OF NEXT LARGER FOOTING t 4Y of /�WW hreat NtiovirmilidnRd,e APPROVED Ria •U'itl IN ro" CmSpl la m Mike Theisen 03/07/2021 Plans Exan oww Ewe NYplOmt. M �wne.N"aMTF... ,w.+�ilff� wJ�.K�n ...rm�weertn.wwav rax+s.�aAs �o++�a...r4 �t N.rMt re!^�ve�,s�.rne.+r...,br Q.� n.r✓.,e...,e.r.�e.nu.,y WOOD FRAMING SAWN LUMBER: 1. STUDS AND PLATES SHALL BE #2 STRUCTURAL LIGHT FRAMING, HEM -FIR OR BETTER. FINGER JOINTED STUDS ALLOWED PROVIDED THEY MEET GRADE QUALITY. 2. FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR PRESSURE TREATED HEM -FIR AND ANCHORED TO FOUNDATION PER CONCRETE NOTES. STRUCTURAL COMPOSITE LUMBER: 1. ALL MULTIPLE BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER MANUFACTURER'S RECOMMENDATIONS. 2. FLOOR JOISTS SHALL BE BCI JOISTS BY BOISE CASCADE OR APPROVED EQUALS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. SEE MANUFACTURER'S MANUAL FOR REQUIRED BLOCKING, FILLERS AND NAILING REQUIREMENTS. 3. LVL BEAMS SHALL BE MICRO -LAMS AS MANUFACTURED BY TRUS JOIST CORP OR EQUAL WITH Fb 2600 PSI, Fv 285 PSI, E 2000 KSI. TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WOOD BEAMS TO BEAR FULL DEPTH OF WALL LESS RIM BOARD WHERE APPLICABLE. ENGINEERED WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 1-1/2" ENO 4. ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED "EW', SHALL BE AS MANUFACTURED BY TRUS-JOIST CORPORATION, BOISE, IDAHO (OR APPROVED EQUAL) WITH THE FOLLOWING PROPERTIES: 8 5/8" DEEP OR SMALLER: 9 1/4" DEEP AND LARGER: Fb = 1,700 PSI Fb = 2,325 PSI Fv = 400 PSI Fv = 310 PSI E = 1,300,000 PSI E = 1,550,000 PSI 5. BOISE VERS -LAM BEAMS AND HEADERS SPECIFIED "LVL" SHALL HAVE THE FOLLOWING PROPERTIES: Fb = 2,600 PSI Fv = 285 PSI E = 2,000,000 PSI 6. BUILT-UP TIMBERSTRAND BEAMS MAY BE SUBSTITUTED FOR SINGLE PLY TIMBERSTRAND HEADERS PROVIDED THAT THE TOTAL WIDTH IS GREATER THAN OR EQUAL TO THAT DESIGNATED ON PLAN. BUILT-UP BEAMS MUST BE ATTACHED PER MOST STRINGENT INDICATED PER MANUFACTURER RECOMMENDATIONS, UNLESS NOTED OTHERWISE ON PLANS. 7. MICROLAMS (LVL) OR VERSA -LAM MAY BE SUBSTITUTED FOR TIMBERSTRAND (EW) OF THE SAME WIDTH AND DEPTH, AS DESIGNATED ON PLAN. 8. PROVIDE MIN. 1-1/8" TIMBERSTRAND LSL RIM BOARD, U.N.O. FLOOR TRUSSES: 1. FLOOR FRAMING SHALL BE PRE-ENGINEERED TRUSSES. 2. WOOD FLOOR TRUSSES SHALL BE DESIGNED BY REGISTERED A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD AND DEAD LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/480TH OR 1/240TH RESPECTIVELY OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY, AT ALL TRUSS AND GIRDER HANGERS. 3. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BYTHE STRUCTURAL ENGINEER OF RECORD. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE FLOOR TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR STABILITY AND ALL FLOOR TRUSS AND GIRDER FLOOR TRUSS HANGERS. SHOP DRAWINGS REVIEW BY THE STRUCTURAL ENGINEER SHALL BE COMPLETED PRIOR TO FLOOR TRUSS FABRICATION. 3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS. 4. FLOOR TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. 5. ALL TRUSSES TO BE PRE-ENGINEERED BYTRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. 6. THE FLOOR LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. ROOF TRUSSES 1. ROOF FRAMING SHALL BE PRE-ENGINEERED TRUSSES. 2. WOOD ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF THE PROJECT LOCATION. CALCULATED LIVE LOAD DEFLECTIONS OF TRUSSES SHALL NOT EXCEED 1/240TH OF THE SPAN LENGTH. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN ENGINEER SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF ALL THE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING LOCATIONS PANELS BRIDGING AS REQUIRED FOR TRUSS STABILITY AT ALL TRUSS AND GIRDER HANGERS. 3. FINAL TRUSS PLANS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. IF FINAL TRUSS PLANS ARE NOT SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW THE TRUSS MANUFACTURER SHALL PROVIDE ALL HOLDOWNS EXCEEDING TYPICAL H2.ST, AND VERIFY ALL TRUSS BEARING CONDITIONS NOTED ON STRUCTURAL PLANS. 4. ROOF TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT. 5. ALL TRUSSES TO BE PRE-ENGINEERED BY TRUSS MANUFACTURER TO INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS. 6. THE ROOF LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY. REFER TO TRUSS DRAWINGS BY TRUSS MANUFACTURER FOR ACTUAL LAYOUT FOR CONSTRUCTION. WOOD FRAMING CONT. WALL FRAMING: 1. DENOTES LOAD BEARING WALL: 2. WALL FRAMING PER TABLE: 3. IF SPECIFIC WALL HEIGHT NOT SHOW, SUPPLY STUD SPACING OF NEXT TALLER WALL HEIGHT CAI CRIVR sMRMVC VVMLLO OIIMLL OC LA4 V L4 Vhi. V.IN.V 4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. 5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2)F2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE - TYPICAL ENO 6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE. 7. KING STUDS ARE NOTED AS"ICAND TRIMMER STUDS ARE NOTED AS711. 8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. 9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF OPENING AND TOP PLATE IS LESS THAN 24". 10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. 11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING WALLS. ROOF OVERFRAMING: 1. DENOTES OVERFRAME AREAS: 2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C. FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR SPANS OVER 10'-9" 3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. 4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. 5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. 6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/ (3)-10d NAILS EA. SIDE. SHEATHING 1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR WALLS 2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN SUPPORTS. FASTENING SCHEDULE (INCHESON CENTER) ROOF FASTENING ZONE 1 2 3 STUD SPACING SCHEDULE NAILS 6 1 6 1 4 PANEL EDGES 8d 12 6 6 PANEL FIELD WALL HEIGHT HOLD DOWN NOTES DOWN WALL TYPE 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4", 2" LONG 16g @ 12", 2" LONG 2x 12" AB @ 4'1 16d @ 16"1 PER PLAN L=4' OR AS SHOWN PER PLAN 8'-0" 9'1 1 10'_0" 1 11'1 12'1 14'1 1 16'1 1 18'1 2x 1/2^ AB @ Ti 2X4 16" 16" 16" 12" - - - - 7/16" PLYWOOD / OSB EXTERIOR 8d @ 12" ---- -- 2x 1/2" AB @ 2'-0" 16d @ 8"1 PER PLAN L=AS SHOWN PER PLAN 2X6 24" 16" 16" 16" 12" 1 12" 1 8" 8" ---- ----- BEARING --- ---- N/A SEE PFH DETAIL DBL. STUD TYP. GB -1 1/2" GYPSUM BOARD 5d @ 7" 5d@7 2X4 24" 16" 16" 1 12'. - - - - GB -2 INTERIOR 2X6 24" 24" 16" 1 16" 12" 1 12" 1 12" 12" NON- BEARING INTERIOR 2X4 5/8" GYPSUM BOARD 6d @ 4" 24" ---- ----- 16" 1/2" AB @ 4'1 2X6 24„ PER PLAN CAI CRIVR sMRMVC VVMLLO OIIMLL OC LA4 V L4 Vhi. V.IN.V 4. PROVIDE "SOLID STUDS," 2 MINIMUM GANGED STUDS IN WALLS, ALL 2-2X & LARGER POSTS, AND AT BEAM BEARINGS AS SHOWN, CONTINUOUS THROUGH SOLID BLOCKING IN FLOORS TO THE FOUNDATION. SQUASH BLOCKS ARE NOT SHOWN ON PLAN FOR CLARITY. 5. ALL OPENINGS IN EXTERIOR AND BEARING WALLS (DOORS, WINDOWS, ETC.) SHALL HAVE MINIMUM HEADERS OF (2)F2X&S, WITH 1-2X TRIMMER STUD & 1-2X KING STUD AT ALL OPENINGS UP TO 5'1 WIDE - TYPICAL ENO 6. ALL OPENINGS OVER 6'1 SHALL HAVE HEADER, KING STUDS AND TRIMMERS AS INDICATED ON PLAN. ALL OPENINGS IN NON BEARING WALLS (DOOR, WINDOWS, ETC.) SHALL HAVE 1-2X KING STUD EACH SIDE. 7. KING STUDS ARE NOTED AS"ICAND TRIMMER STUDS ARE NOTED AS711. 8. ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FOR SAWN LUMBER, USE (2) ROWS OF 16d NAILS @ 16" O.C.. USE NAILING BOTH SIDES FOR 3 OR 4 PLYS. 9. CRIPPLES AT NONBEARING WALL OPENINGS MAY BE REMOVED WHERE DISTANCE BETWEEN TOP OF OPENING AND TOP PLATE IS LESS THAN 24". 10. BUILDER MAY OPT FOR PANELIZED WALLS. SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AFTER CONTRACTOR VERIFICATION OF CONSTRUCTABILITY. 11. INSTALL FLAT BLOCKS @ 24" O.C. TO SUPPORT WALL T -INTERSECTS ILO 2X6 STUDS @ NON BEARING WALLS. ROOF OVERFRAMING: 1. DENOTES OVERFRAME AREAS: 2. OVERFRAMING TO BE COMPLETED AS FOLLOWS: 2X6 @ 24" O.C. FOR SPANS Ti OR LESS, 2X8 @ 24" O.C. FOR SPANS BETWEEN Ti AND 10'-8". TRUSS MANUFACTURER SHALL PROVIDE OVERFRAME TRUSS FOR SPANS OVER 10'-9" 3. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES. 4. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST COMMON RAFTER. 5. PLACE (2)-1X4 VALLEY PLATES SIDE BY SIDE FOR OVERFRAMING MEMBERS TO BEAR ON. 6. ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING MEMBERS AND ROOF TRUSSES AT 4'1 O.C. W/ (3)-10d NAILS EA. SIDE. SHEATHING 1. WALL SHEATHING SHALL BE 7/16" O.S.B. APA RATED PER TYPICAL WALL SECTION WITH A MINIMUM NAILING OF 6" AT EDGES AND 12" IN FIELD. RE: SHEAR WALL PANEL SCHEDULE FOR REQUIRED NAILING AT SHEAR WALLS 2. FLOOR SHEATHING SHALL BE 23/32" T&G, APA RATED STURD-I-FLOOR, 24" O.C., EXPOSURE I, T&G. GLUE AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 3. ROOF SHEATHING SHALL BE 7/16" APA RATED SHEATHING 24/16 RATED, EXPOSURE I. NAIL WITH 8d COMMON NAILS ACCORDING TO DETAIL BELOW AND PROVIDE PSCL SHEATHING CLIPS AT 2'1 O.C. BETWEEN SUPPORTS. FASTENING SCHEDULE (INCHESON CENTER) ROOF FASTENING ZONE 1 2 3 PANELLOCATION NAILS 6 1 6 1 4 PANEL EDGES 8d 12 6 6 PANEL FIELD 8d :T. (INCLUDING FT. OVERHANG J SHEAR WALL LEGEND SHEAR WALL PANEL SCHEDULE SHEAR WALL HOLD I E i ' EDGE STAPLE/ SCREW FIELD STAPLE/ SCREW EDGE STUD AND BILKS. SILL BOLTING @ FND SILL NAILING UPPER STORIES HOLD DOWN NOTES DOWN WSP :T. (INCLUDING FT. OVERHANG J SHEAR WALL LEGEND SHEAR WALL PANEL SCHEDULE SHEAR WALL HOLD SW SHEATHING EDGE NAILING FIELD NAILING EDGE STAPLE/ SCREW FIELD STAPLE/ SCREW EDGE STUD AND BILKS. SILL BOLTING @ FND SILL NAILING UPPER STORIES HOLD DOWN NOTES DOWN WSP 7/16" PLYWOOD / OSB 8d @ 6" 8d @ 12" 16g @ 4", 2" LONG 16g @ 12", 2" LONG 2x 12" AB @ 4'1 16d @ 16"1 PER PLAN L=4' OR AS SHOWN PER PLAN HDX T ABW-1 7/16" PLYWOOD / OSB 8d @ 4" 8d @ 12" 15g @ 3", 2" LONG 15g @ 12", 2" LONG 2x 1/2^ AB @ Ti 16d @ 12"1 PER PLAN L=AS SHOWN PER PLAN ABW-2 7/16" PLYWOOD / OSB 8d @ 3" 8d @ 12" ---- -- 2x 1/2" AB @ 2'-0" 16d @ 8"1 PER PLAN L=AS SHOWN PER PLAN WSP PFH 7/16" PLYWOOD /OSB ---- ---- ---- ----- ----- --- ---- N/A SEE PFH DETAIL DBL. STUD TYP. GB -1 1/2" GYPSUM BOARD 5d @ 7" 5d@7 No. 6 S OR W @ 4" No. 6 S OR W @ 12' 2x 1/2" AB @ 4'1 16d @ 16"1 PER PLAN L= AS SHOWN PER PLAN @ HOLD DOWN GB -2 1/2" GYPSUM BOARD 5d @ 4" 5d @ 7" No. 6 S OR W @ 4" No. 6 S OR W @ 12' 2x 1/2" AB @ 4'-0" 16d @ 16"1 PER PLAN L= AS SHOWN PER PLAN STUD WALL I GB -3 5/8" GYPSUM BOARD 6d @ 4" 6d @ 7" ---- ----- 2x 1/2" AB @ 4'1 16d @ 12"1 PER PLAN L= AS SHOWN PER PLAN 1. NAILS FOR GYP BOARD (GB) ATTACHMENT SHALL BE DRITITE OR COOLER' TYPE NAILS, AND SHALL CONFORM TO REQUIREMENTS OF IRC. 2. NAILS FOR WOOD STRUCTURAL PANEL (WSP) SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS 3. INTERIOR GYP BOARD (GB) SHEATHING SHALL OCCUR ON EACH SIDE OF WALL. (NOTE: INTERIOR SIDE OF GB -3 MAY BE%" GYPBOARD NAILED WITH 5d NAILS SPACED AT 4"1 AT PANEL EDGES) 4. EXTERIOR WALLS (WSP) SHALL BE SHEATHED ON THE INTERIOR FACE WITH 4. GYP BOARD (MINIMUM). 5. PLYWOOD/OSB SHEATHING SHALL BE STRUCTURAL 1 GRADE WITH EXTERIOR GLUE. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLD DOWNS OCCUR. 7. GYPBOARD AND PLYWOOD/OSB TO CONFORM TO IBC 8. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH, MEASURED OUTSIDE THE LEGS, AND SHALL BE INSTALLED WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. 9. THE PRESCRIPTIVE METHOD DESCRIBED IN SECTION R602.10 WAS FOLLOWED WHEN APPLICABLE. WHEN THE RESIDENTIAL FRAMING DOES NOT ALLOW THE PRESCRIPTIVE METHOD TO BE FOLLOWED, SECTION R301.1 WAS FOLLOWED. 10. REFER TO ARCH PLANS FOR FIRE RATING REQUIREMENTS IN ADDITION TO SHEATHING NOTED PER STRUCTURAL PLANS. Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com VJ W 2 0 2 0 Z W 0 Z 0 Mr 00 W J r LL U) M A r, `.J CM HOLD-DOWN SCHEDULE 0 "i HOLD DOWN ANCHOR BOLT EMBED DEPTH HD1 SIMPSON CS16 w/(22) 10d + 13" END LENGTH N.A. HD2 SIMPSON STHD10RJ or HDU4 712" HD3 SIMPSON HDU8-SDS2.5 or STHD14 or USPDHD8 1012" HD4 SIMPSON CS14 w/(30) 10d + 16" END LENGTH N.A. HD5 SIMPSON CMST12 w/(84) 16d+38" END LENGTH N.A. HD6 SIMPSON HD19 12" HD7 PIMPSON CMSTCI6 w/(58) 10d +25" END LENGTH N.A. Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com VJ W 2 0 2 0 Z W 0 Z 0 Mr 00 W J r LL U) M A r, `.J CM 0 }� 0 CD r U) r 19356 0 U -0-0 CU N COPYRIGHT 2021 This documenns an instrument of service, and as such remai ofthi ns the property of the Architect Permission for use of this m reemens limited and can be extended only by written agreementwlm Evswdlo, LLc. REVISION PERMIT SET DATE: 02/22/2021 DRAWN BY: _BV CHECKED BY: RRM of W heatR. a "g D' GENERAL NOTES SG000 1" 6 1' 3 w (3)2xPOST 3/4" 8 FLOOR RE REINFORCING 3' MIN 0 Wstudio -' PLATE TE /(4) SHEATHING SCHEDULE RE REINFORCING "DIA. SCHEDULE STEEL COL PER PLAN - EXPANSION Denver, CO PLATE oN LEVEL BOLTS ;LATE SETS/ - ' OSB. NAIL PER �'������������ BUILDER MAY ELECT TO EXTERIOR SHEATHING DIAMOND SHAPED NONSHRINK STEEL coL., RIM Evergreen, CO RE'. FRAMING BLOCK-OUT FOR COLUMN. OR RE PLAN BOARD SCHEDULE \ d CAST 8" MAY CONC HAUNCH g 2x STUDSRE FRAMING FILLw/ CONC AFTER COL. 5•_ A I _ IS SECURE i 0"MIN }]�' 1"EXP .JOINT CONT w/16d@g�POLATE • SECTION A-A@>3"DI A. COL .I, ?•11� ,11��'•�• (2)-#5x5'0"J A� MATERIAL SLOPE/F MINIMUMwo� 303.670.7242 CONC. SLAB A A EXPANSION w 0 SIZE •• CAST IN PLACE 0 ee 2x CONT. PLATE w/1/2"DIA CONTRACTOR TO PROVIDE I^•P R,.'. I R;�'.,'. •.:. < _���������� design@evstudio.com 10 PER PLAN BOLTS A.B. W/8"EMBEDMENT@ VAPOR BARRIER AT NON �.� •,• STRAPTIE HOEDOWN PER 4RE W/.&WITHIN 1'-0"OF TREATED WOOD IN ` � 1" 6" 1" 11" �I' • • " A ms eCtons eVstUd O.COm EACH END OF EACH PIECE CONTACT W/ CONCRETE - I 1/4 PLATE w/ EXPANSION PLAN E� • ��'�' "`•" �' .'i �'� �• � .'� (EMBED AT TIME OPDOONC. 5' O MIN o z • • 8 ' OPTION www.evstuaio.com MINIMUM OF (2) 4,4 TOP SLAB RE FRAMING BATHING O FOUNDATION �� .I II�� I � � r MANUFACTURER (3)2x POST w oc z \\ I A\� 4" OR PATTTOO FBARS OR ADD SCHEDULE I CONCRETE --\ E TE II SEE FRAMING PLAN FOR RE FND PLAN � � � . I • r FACTURER'S I � 9 \ OR PATI O RE • ABOVE HAUNCH OF SILL PLATE. 4 DIA PLACEMENT) O _ • • Imo' • �" S�24 AP�INOG OEBLOCKING Rzo F POR SIZE �1 -'F SECTION A-A(cb 3"DIA. COL SHEATHIINNG \ \ BAC COMP OIL AND P ® ® ® • • • WASHERAND STEEL 4 CONCRETE ,S OR FLOOR PORCH/PATIO I 1 BASE PLATE W ARCH'L REPAIR ul SIGHED. 91 Ild 8�� (2)#5x5'0" ACT PER o HOLE ORS ND 102 UT •11 11/2 "CLEAR FOUNDATION NWALLP RETYR EHANGERTABLE m REINF. PER III �'�11 i14x �L@EACH COIPDER MAY ELECT NER RIM t\\\� GEOTECHNICAL REPORT 2 SS DIAMETER BOARD LECT TO USE O S.B. NAIL PER • d a REINFORCING SCHEDULE NATIVE SOIL OR Fj- MANUFACTURER'S DETAIL FOR COUPLER NUT SCHEDULE • SCH. 40 PVC PIPE. COMPACTED FILL BASE ANCHORING WHEN IF NEEDED. z / I \ PLACE HAUNCHES AT 5-0 o. c. MAX. BITUMISEALWINOUS SEALANT ♦ II' • I " 1 MONOPOST PLATE DIFFERS TENSION w \ II NOTE BASEMENT FLOOR OR W • •'•M II• FROM PLATE IN THIS DETAIL HOEDOWN RE W • BRACING MUST BE INSTALLED U �ocoo=- -- _-�=^------- RE TWO ANCHOR OPENINGS FRAMING PLAN JOS SYSTEMS PLASTIC HAUNCH OR PRECAST--.-�srs,-gyp-+- JOS SYSTEMS PRIOR TO BACKFILLING. t' ! VS. FOUR ANCHOR OPENINGS I "Y •.•'�+'Y:. BOLT HAUNCH BV OTHER MAV BE USED. PRE -CAST PLASTIC HAUNCH AS TO SEE PLAN _•_ y�•^ .. '••r. �• ^ ; S DIA ALLTHREAD .•"- "' ',:'a BAR AOUN PROVIDESU SUBMITTAL � III—I —1 III -1 I . III—I I „, . ----- PRECASTCONCRETE HAUNCH PRIOR TO _ . •., SUSUPPLIED BY BARYON ^ '•' BAR ALL AROUND PROVIDE SUBMITTAL L •' • EMBEDMENT SE BASEMENT WALL SECTION USINGSIPSON ETHIP PATIO PORCH STEEL COLUMN FIND @ GARAGE EPDXY OR EQUAL DOWN ©PATIO PORCH Z WALL STEP SECTION HAUNCH DETAIL 3/4" = 1'-0" 13 N.T.S. EXTERIOR SHEATHING PROVIDE 1"DEEP COLUMN RE 'O DIA ,R OR EPDXY FRAMING PLAN RE FRAMING CONTROL WOODOR LUMN w/ AB66 BASSOSTANDARD WEDGED ALL THREAD BOLT JOINTS AROUCOLUMNS PLATE A TACHE SE OR P T.2x4 BONDED ALL EMBED ENT 2x STUDS RE FRAMING COLUMNS PLATE ATTACHED E (2) 10" DIA. w/4" EMBEDMENT. COLUMN BASE BUILDER MAY ELECT TO USE 2x CONT. PLATE WEDGE ANCHORS EA. PLATE RE FRAMING PLAN MANUFACTURER'S GWHLFOR BASE ANCHORING WHEN w/16d@8"oc 4 CONCRETE SECTION. BEAR ON TOP OF SLAB VS. FOUR ANCHOR OPENINGS 200 S F. MAX fl M MONOPOST PLATE DIFFERS FLOORSLAEON- GRADE , FROM PLATE IN THIS DETAIL RE'. TWO ANCHOR OPENINGS RE FRAMING SCORE DEEP CONTROL • • •. • t II II `� .M I' -� 1 _2x CONT D JOINTS • - .II • Id HOLD TOP OF WALL DOWN EXTERIOR SHEATHING z TIMBERSTRAND OR LP 1" 6" 1/2"DIA. - 6' – RIM BOAR (TVP)'•♦ AND POUR SLAB OVER WALL I� II 11 10 RE FRAMING J�:�4" PLATE w/ (4) P PLATE w/ 1/2" DIA x O i� It 2xSTUDS REFRAMING 1/4"PLATE w/(4) 4"DIA. � A.B. W/8"EMBEDMENT@ I�—III—�jj lj•� • _ (2) #S BARS TOP RE' FOUNDATION WALL EXPANSION BOLTS w 4'-0" O.C. & WITHIN 1'-0" OF • z . & BOTTOM _ _ of Il dl . 0 OC PLATE w/1P DIA x10 EXPANSION BOLTS W ACH PIECE OF V a ( 11II SACH ENDEMBEDMENT @ r O STEEL COL., RE SILL PLATE. • j _ j VERTICAL II �'ll 'd ' • FOUNDATION WALL ' Ilk ` EI NFORCING SCHEDULE 2J #4 II CH . OF PLAN II • i co COLT NT EACH END OF E y ILL IIAND w II • RE'. FND PLAN E2 EXP OOFEACH PIECE OF SECTION /tiA@3"DIA. COL SECTION P-A@>3"DIA. COL I II BLOCKING 924 OCCING OR GPOPEOCH 1 O 0 ill 112 II' '•' \ ( SEE FRAMING PLAN FOR FLOOR FILL PER O l I m II INT I 2 MATERIAL m II O u-�_________'_� m II 4 oc 8' U.N.O. _ II ^ o G II 2)#S CONT.TOP O � � O 4"VOID FORM II M RE FOUNDATION WALL \ p CONCRETE SLAB -ON -GRADE, IIREINFORCING SCHEDULE Q _ / Q O G II SCORE SLAB w/1"DEEP II z II A �\ II 8"UNO. CONTROL JOINTS @200SF."II z t RE FOUNDATION WALL II MAX QYPJ OR CUPOLIX FLOOR O II aMUN REI NFORCING SCHEDULE BY OTHERS DIAMONDCOLUMDBLOCK_ STEEL COL PER PLAN F - I POST FOUNDATION II OUT FOR COLUMN. FILL w/ o I r ii CONC AFTER COL. IS SECURE PLATE ON LEVEL SURFACE II �� JRIGID FOAM INSULATION, SETw/ NON SHRINK GROUT II m� o3/4" = 1•-0"GRE.ARCH GONG. PAD FOOTING PER ASNEEDED WPLAN AND SCHEDULE. 0 RE'.FOUNDATIONWALL i14x�@SAME SPACING AS CD •EXPANSION BOLTS •, I REINFORCING SCHEDULE 8' WALLSTEELGONG. SLAB PER PLAN A z II EXTERIOR SHEATHING RE FOUNDATION WALL REINF. PER SIGHED. Q RE FRAMING CO REINFORCING SCHEDULE a II 2x STUDS RE'. FRAMING LO z RE'. FOUNDATION WALL • • •"• ' �' " ' I I w/16d @B�PoLATE PATIO PERIMETER SECTION M II REINFORCING SCHEDULE Z) i15 CONT. BOT 3/4" = 1'-0" FLOOR SHEATHING LO It RE'. FRAMING ui w • ..• �\ IL o - ._i_� o TIMBERSTRAND OR LP �� #4x ��@MATCH VERTICAL w RIM BOARD m 8.. U • #4 x �� @SAME SPACING AS �RE TO PLAN 4" VOID F WALL STEEL SEE FRAMING PLAN FOR FLOOR 4. SEE PLAIN JOIST SIZE AND SPACING OR ORM, RE PLAN, RE'. TYPICAL BASEMENT WALL BLOCKING @ 24" O.C. OMI SEC ON WALKOUT FOUNDATION WALL STEEL FORTDGWELS@VGID INFORMATION + N 16 NO FORM ONLY INFORMATION. II 0 2x CONT. PLATE w/1/2"DIAx10I 0 II A B. W/8 EMBEDMENT @ SECTION STEEL COLUMN FND BASEMENT CRAWLSPACE WALL SECTION m h I, 3.0"OC&WITHIN I'-0"OF +� r 1 1 of N.T.S. 1 O N.T.S. 3/4" = 1 -0" G '\ r EACH END OF EACH PIECE ' A r n SILL PLATE v, RE'. FOUNDATION WALL II 11 REINFORCING SCHEDULE I II RE'. FOUNDATION WALL .4. .�'. 1112'CLEAR REINFORCING SCHEDULE 19356 ATSI M, SE.EDE.. EDGE NAILING 11� d 11 NOTE. BASEMENTFLOOROR - .� 11/2" CLEAR • II TOP BARS WINDOW BLOCKOUT (2) #5 CONTINUOUS BOTTOM BARS BEAM POCKET, �I THICKENED SLAB OVER w RE REINFORCING SIZE PER PLAN. EXTEND BARS 3'-0"MINIMUM cc ii 8"UNO. .11 THE DEPRESSION > SCHEDULE O SOLID GROUT. III ®1SNlgOISYir HOLD OF CONTINUOUSTOP BAR, BEYOND , W I- WINDOW _ - II AT GARAGE DOWN AT GARAGE DOOR oOF RE REINFORCING II AND POUR SLAB OVER ¢ 11/2" EXTERIOR SHEATHING II WALL � z SCHEDULE TOP BAR, TURN z RE FRAMING RE REINFORCING 90° @EDGE OF OPENING a (2)#4 VERTICAL BARS @EACH < SCHEDULE TOP RE'. FOUNDATION WALL (1)#5 BAR 24" FOUNDATION SIDEOFOPENING. EXTENDTO 2x STUDS RE FRAMING BAR, TURN 90°@ REINFORCING SCHEDULE WALL REINFORCING LL TOP AND BOTTOM ROW OF EDGE OF f MIN. LENGTH SCHEDULE 101 2x CONT. PLATEMNT DIAx `T STEEL OPENING STACKED & WELDED A B. 8" EMBEDMENT @ STEEL SHIMS AS TOW @ 96'-0" RED'D, 2"MAX 0 &WITHIN 1'-0" OF O A. . - m� U EACH N EALPLATE OF EACH PIECE OF _ TYP. BEAM POCKET r(2)#4 BARS BOTTOM OF II SILL PLATE. m 6 OPENING, EXTEND BARS 3'-0" II 11 II RE'. FOUNDATION WALL #4x @SAMESPACING AS MINIMUM BEYOND EACH SIDE N.T.S. 8 WALL STEEL REINFORCING SCHEDULE OF WINDOW 16" UN O. 4" VOID FORM, RE PLAN, I OMIT DOWELS @VOID 112 EXP. JOINT MATERIAL II a U it 4" CONCRETE a SLAADE, SCORE '+ 1 D SLABB w/ w/ 1 DEEP j oc II CONTROL JOINTS 9200 0 0 PROVIDE NON -METALIC MATERIAL SF MAX MAX QYPJ p AS NEEDEDTO PREVENT BARS _ I FROM CONTACTING WINDOW BUCK FILL PER GEOTECH. (2)#5 CONTINUOUS _ d II 8"CONCRETE TYP LL cc o TOP BARS WINDOW BLOCKOUT (2) #5 CONTINUOUS BOTTOM BARS (2) 4,4 BARS TOP OF OPENING p �I THICKENED SLAB OVER w EXTEND BARS 3'-0"MINIMUM cc ii 8"UNO. .11 THE DEPRESSION > O BEYOND EACH SIDE OF III ®1SNlgOISYir HOLD OF 1lPi O W WINDOW _ (2) 4,4 BARS TOP OF OPENING p �I THICKENED SLAB OVER w EXTEND BARS 3'-0"MINIMUM cc z 8"UNO. .11 THE DEPRESSION > O BEYOND EACH SIDE OF HOLD OF i W WINDOW _ - II AT GARAGE DOWN AT GARAGE DOOR oOF II AND POUR SLAB OVER ¢ 11/2" II WALL � z CLEAR z a (2)#4 VERTICAL BARS @EACH < RE'. FOUNDATION WALL - SIDEOFOPENING. EXTENDTO REINFORCING SCHEDULE TOP AND BOTTOM ROW OF f STEEL - m� U w mM _ r(2)#4 BARS BOTTOM OF ml OPENING, EXTEND BARS 3'-0" #4x @SAMESPACING AS MINIMUM BEYOND EACH SIDE 8 WALL STEEL OF WINDOW 16" UN O. 4" VOID FORM, RE PLAN, OMIT DOWELS @VOID FORM ONLY TYP. WINDOW OPENING 1 GARAGE WALL SECTION Z BASEL` 5 3/4" = 1'-0" iiiii JOISTTSIZE N SP CVr<rtUUr< o /j •1111 II t0 ` ° JOIST SIZE AND ,0 4 '1111 g II T] " nu d n RERFOUNDBARS TIO :� 46537 it RE FOUNDATION WALL J/j II I REINFORCING SCHEDULE '°y •• GYP BOARD, ¢ 4 III a — RE FRAMING••ONP F'N�\ ��'�� ---------- ----"iiii " +11 HORIZONTAL BARS �q�' 2x STUDS, RE FRAMING 2/ /�IIIIII RE' FOUNDATION WALL Off' 101iZ9l4 BARS@16"oc. • I RE'. FOUNDATION WALL 3:II REINFORCING SCHEDULE 2x CONT. PLATE w/112 DIP II J A.B.W/8"EMBEDMENT @ G HOOK 18 INTO REINFORCING SCHEDULE 11 4'-0" 0 & WITHIN 1'-0" OF /( FOUNDATION WALL IR R Q • a RE'. FOUNDATION WALL w 8" U.N O. EACH ENDOFEACH PIECEOF /� \.11 REINFORCING SCHEDULE > I SILL PLATE �� II. o COPYRIGHT 2021 ��`_________________ _ _�� �. '•'iiThis documenn5 an instrument of 5ervme,and assuch u 1 .� emalns the property of the Architect Permission for use of this of Is limited and can he extended only by 8" WIDE COUNTERFORT �t 11 O II written agreemen[wM EVSWtlIo, LLC. RE'. FOUNDATION WALL II II REINFORCING SCHEDULE IIiII • �h REVISION: II II 11 RE'. FOUNDATION WALL JO. If_____________________ __ill II II II II nI REINFORCING SCHEDULE d I u •n • (2)#4 BARS II IM \ I nil I I II I II 112 EXP. JOINT u I I In, II d •' RE'. FOUNDATION WALL _ ry 3MATERIAL REINFORCING I I n II ^ REINFORCING SCHEDULE 1�===____�____________ PLACE TO EXTERI OR FACE 1I II II 4^ CONCRETE SLAEON-GRADE, PERMIT SET a 11 II II 4"CONCRETE II II I SCORE SLABS/1"DEEP II DATE: 02/22/2021 ' I I I RE FOUNDATION WALL I II II SLAB Bw/1GRADE ,SCORE a CONTROL JOINTS LEXS.F. REINFORCING SCHEDULE W II II II d SLABS/ 2DEEP005 CONTROL m II MAX QYP)OR CUPOLEXFLOOR DRAWN BY: _BV #4x@12'o.C. II Jowrs @zoos F. MAX ort— II BY OTHERS CHECKED BY: RRM '(TYP) OR CUPOLEX FLOOR jje BYOTHERS EW ej 44 BARS @16"oc. IE -II II '_� • �� p EA. WAV .* _�______�____________ _ U I m� #4x mL@SAME SPACING As m __J1 .__ JI �_J • m 8" WALL STEEL ___eeS O=- #4x ryl e(/ 50 4"+ S 3'-0" m°' WALLNSTEE�CING AS 16' UNO. FMODOLW @ RE PLAN AS 08�� WALL STEEL e FOUNDATION DETAILS 4" VOID FORM, RE PLAN, E FOMIT ORM O DOWELS @VOID U 4" ORM, RE PLAN, FORM ONLY __4 m O ELS@VOID ' ORM ONLY somo " , CRAWLSPACE SECTION COUNTERFORT 4VOID FORMRE PLAN BASEMENT WALL SECTION 3/4" = 1'-0" � 3/4" = 1'-0" 1 3/4" = 1'-0" CONTRACTOR OCOORDINATE NECESSARY UNDERGROUND PROVIDE 4'W VOID IN PLUMBING RUNSWITH FOOTING y. FOOTING@EACH WINDOW LAYOUT AS NECESSARY OW @ 100'-0" BOW @ 91'-0' .'. LOWER LEVEL FLOOR 8" WIDE CONCRETE FOUNDATION CUPOLEXSYSTEM,SFIBER WALLOVER16"WIDEX8"DEEP MESH REINFORCEMENT CONCRETE SPREAD FOOTING- ' TYP.@ BASEMENT (SEE TYP. _•'.� WALL SECTION FOR DRAINAGE& v REINFORCING REQUIREMENTS) RE DETAIL 1/S0.0 SQUAB 00TwG Ed PROVIDE 18" VOID SPACE (SEE TABLE FOR TYP. COUNTERFORT THICKNESS AND REPAIR REQUIREMENTS) W10,22 STEEL BEAM, 2SPAN (DROPPED) • I 8"WIDE x 11 DEEP 3" DIA. SCH.40 STD. m O DOEEP F002NG /SO 0 I� BEAM POCKET 4 STEEL PIPE COL r16 1 WIDE ING COUNTERFORT 36" WIDE x48"LONG x 8" RE DETAIL T%. ,� I _o I 4'-0"± I ;?. i 707-9--10-0 ,0" BOW@ 91'-0" rq 8" DEEP 2'_2" m I Y 91'_0' 91 PROVIDED x8 VOID IN FOOTING @EACH WINDOW PROVIDE4'W VOIDIN .j• FOOTING @EACH WINDOW I I I 8"WIDEx11"DEEP BEAM POCKET :I I 'I .. I r I L--------- -- BEAM PO KET -------- --- --`--- ~----- —. —.—.— SQUARE FOOTIN - - I STEP Bow (SEE TABLE FOR TYP. THICKNESS AND REPAIR REQUIREMENTS) 1 T 6'-112 3._,.. 9'-52' D/ T �- O 5'-0" 21'-0" 1: 8" WIDE CONCRETE FOUNDATION WALL OVER 16 NX NA •�' I �(SEETYE WALL SNG ECTDTIOREEIN FOO4/SO OEE GSRLABBACOPEODOTNOT ROME LG IBOW @ 94'-8" 0 0 ' 30" I L--- 1 I 3" DIA. SCH. 40 STD. STEEL PIPE COLUMN, RE DETAIL 19/S400 5'-0" IIIII■�IIII, 7'-6"VOID 2'-6" 5 F29,6 .8 @ 94'- 8" LOWER FO NDATION WALL 9- H. DOOR 4" CONCRETE DRIVE SLAB ON GRADE SLOPE AWAY FROM BUILDING ELEVATION 39'-0" 3" 0 SCH. 40 ADJ. STEEL PIPE COL il 100'-0" D 91'-0" ELEVATED WALL PORCH/PATIO RE'. DETAI L 16/SO 0 DW @ 101'-01 3C W (➢ 91'-0" 8" DEEP x9" WIDE BEAM POCKET 9" 34'-0" I7•��RI��I 19'-10" SLAB ON GRADESLOPE 12_0" 7'-10" STEP TOW I �1 �2 344 J —X7 6'-3" 1'-11" 9" T'-1" 2'-2" PATIO -4"CONCRETE o ELEVATION I� SLAB ON GRADE - 12/SO 0 SLOPE 1/4" PER FOOT Sn 5'-0"VOID TOP OF WALL TO BE 6" AWAY FROM BUILDING BELOW TOP OF SLAB W@ VERIFY _ 8" WIDE C DNCRETE FOUNDATION WALL B W @96'-11" 4, 0 OVER 6"WIDE x8"DEEP CONCRETE STEP SPREADFOO ING(TYP.@PATIO-SEETYP. — — TOW WALL xFor '� yr DRAMA EREQUIREMENTS) RE'. 8/S00 m o o —•• o STEP TON mi � I ^I L &BOW I I OW BOW STEP TOW STEP TOW HAUNCH TYP., & BOW RE12/S0.0 ELEVATED WALL _ BOW@ 91'-0' BOW 91'-0" @PORCH/PATIO, RE'. DETAIL 16/S00 LOWER DWALL 9 DOOR AS NEEDED OI II I z0 Y �O CONTRACTOR OCOORDINATE NECESSARY UNDERGROUND PROVIDE 4'W VOID IN PLUMBING RUNSWITH FOOTING y. FOOTING@EACH WINDOW LAYOUT AS NECESSARY OW @ 100'-0" BOW @ 91'-0' .'. LOWER LEVEL FLOOR 8" WIDE CONCRETE FOUNDATION CUPOLEXSYSTEM,SFIBER WALLOVER16"WIDEX8"DEEP MESH REINFORCEMENT CONCRETE SPREAD FOOTING- ' TYP.@ BASEMENT (SEE TYP. _•'.� WALL SECTION FOR DRAINAGE& v REINFORCING REQUIREMENTS) RE DETAIL 1/S0.0 SQUAB 00TwG Ed PROVIDE 18" VOID SPACE (SEE TABLE FOR TYP. COUNTERFORT THICKNESS AND REPAIR REQUIREMENTS) W10,22 STEEL BEAM, 2SPAN (DROPPED) • I 8"WIDE x 11 DEEP 3" DIA. SCH.40 STD. m O DOEEP F002NG /SO 0 I� BEAM POCKET 4 STEEL PIPE COL r16 1 WIDE ING COUNTERFORT 36" WIDE x48"LONG x 8" RE DETAIL T%. ,� I _o I 4'-0"± I ;?. i 707-9--10-0 ,0" BOW@ 91'-0" rq 8" DEEP 2'_2" m I Y 91'_0' 91 PROVIDED x8 VOID IN FOOTING @EACH WINDOW PROVIDE4'W VOIDIN .j• FOOTING @EACH WINDOW I I I 8"WIDEx11"DEEP BEAM POCKET :I I 'I .. I r I L--------- -- BEAM PO KET -------- --- --`--- ~----- —. —.—.— SQUARE FOOTIN - - I STEP Bow (SEE TABLE FOR TYP. THICKNESS AND REPAIR REQUIREMENTS) 1 T 6'-112 3._,.. 9'-52' D/ T �- O 5'-0" 21'-0" 1: 8" WIDE CONCRETE FOUNDATION WALL OVER 16 NX NA •�' I �(SEETYE WALL SNG ECTDTIOREEIN FOO4/SO OEE GSRLABBACOPEODOTNOT ROME LG IBOW @ 94'-8" 0 0 ' 30" I L--- 1 I 3" DIA. SCH. 40 STD. STEEL PIPE COLUMN, RE DETAIL 19/S400 5'-0" IIIII■�IIII, 7'-6"VOID 2'-6" 5 F29,6 .8 @ 94'- 8" LOWER FO NDATION WALL 9- H. DOOR 4" CONCRETE DRIVE SLAB ON GRADE SLOPE AWAY FROM BUILDING ELEVATION 39'-0" 3" 0 SCH. 40 ADJ. STEEL PIPE COL il 100'-0" D 91'-0" ELEVATED WALL PORCH/PATIO RE'. DETAI L 16/SO 0 DW @ 101'-01 3C W (➢ 91'-0" 8" DEEP x9" WIDE BEAM POCKET 9" 54 PROVIDE 18" VOID SPACE 9 COUNTERFORT - 8"WIDE COUNTERFORT ON 36" WIDE x48 LONG x8 " DEEP FOOTING RE'. DETAIL 2/S00 PROVIDE 18" VOID SPAC COUNTERFORT 8"WIDE COUNTERFORT ON 36" WIDE x48 LONG x8 " DEEP FOOTING RE'. DETAIL 2/S00 I I I I STEP TOW STEP TOW �Q I7•��RI��I SLAB ON GRADESLOPE STEP TOW I 1/4 PER FOOT AWAY J —X7 STEP TOW FROM BUILDING STEP BOW ELEVATION I� 12/SO 0 �y�RE Sn 5'-0"VOID ! 54 PROVIDE 18" VOID SPACE 9 COUNTERFORT - 8"WIDE COUNTERFORT ON 36" WIDE x48 LONG x8 " DEEP FOOTING RE'. DETAIL 2/S00 PROVIDE 18" VOID SPAC COUNTERFORT 8"WIDE COUNTERFORT ON 36" WIDE x48 LONG x8 " DEEP FOOTING RE'. DETAIL 2/S00 I I I I STEP TOW 3.. 9�� 101"BOW@ 94'8 0OW @ VERY" 1'-0" 13'-0" ' 14 4 34'-0" STEP TOW v&BOW 94'-8" TOP OF WALL TO BE 6" BELOW TOP OF SLAB 8" WIDE CONCRETE FOUNDATION WALL OVER 16' WIDE X 8" DEEP CONCRETE SPREAD FOOTING- TYP @ PORCH (SEE TYP. WALL SECTION FOR DRAINAGE & REINFORCING REQUIREMENTS) RE'. DETAIL 8/S0 0 9FT BASEMENT FOUNDATION PLAN SCALE: 1/4"= 1'-0" CRAFTSMAN ELEVATION Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com Mr C/�\) W U / rW j 0 G ' 70 O r 2 A�LL� . L 0 VJ 0 Z CD -0U Q 0- 0 � 0) M 70 LU LO E Z 0 p M O c6 v-- 19356 19356 COPYRIGHT 2021 This document is an Instrument of service, and as such ns the property of the Architect Permission for use this ofoftls document Is Ilmlletl andcan be extended only by written agreemen[wltlt EVstudtutllo, LLC. REVISION PERMIT SET DATE: 02/22/2021 DRAWN BY: LBV to sNheyt R, CHECKED BY: RRM U m O dyng 50 c FOUNDATION PLAN S1.10 SLAB ON GRADESLOPE STEP TOW I 1/4 PER FOOT AWAY J —X7 STEP TOW FROM BUILDING ELEVATION I� Sn 5'-0"VOID 2'-0" 5'-0"VOID 1'_0 3.. 9�� 101"BOW@ 94'8 0OW @ VERY" 1'-0" 13'-0" ' 14 4 34'-0" STEP TOW v&BOW 94'-8" TOP OF WALL TO BE 6" BELOW TOP OF SLAB 8" WIDE CONCRETE FOUNDATION WALL OVER 16' WIDE X 8" DEEP CONCRETE SPREAD FOOTING- TYP @ PORCH (SEE TYP. WALL SECTION FOR DRAINAGE & REINFORCING REQUIREMENTS) RE'. DETAIL 8/S0 0 9FT BASEMENT FOUNDATION PLAN SCALE: 1/4"= 1'-0" CRAFTSMAN ELEVATION Wstudio Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com Mr C/�\) W U / rW j 0 G ' 70 O r 2 A�LL� . L 0 VJ 0 Z CD -0U Q 0- 0 � 0) M 70 LU LO E Z 0 p M O c6 v-- 19356 19356 COPYRIGHT 2021 This document is an Instrument of service, and as such ns the property of the Architect Permission for use this ofoftls document Is Ilmlletl andcan be extended only by written agreemen[wltlt EVstudtutllo, LLC. REVISION PERMIT SET DATE: 02/22/2021 DRAWN BY: LBV to sNheyt R, CHECKED BY: RRM U m O dyng 50 c FOUNDATION PLAN S1.10 OO **OPTIONS: -FULL BASEMENT -9' BASEMENT WALLS —24 CAR GARAGE M -F.P.® GREAT ROOM EMK CONSULTANTS, INC. 7006 SOUTH ALTON WAY. BLDG. F CENTEN LOT 7 PLOT PLAN WONDERLAND HOMES LAND DEVELOPMENT SERVICES AND SOLUTIONS COLORADO 80112-2019 (303)694-1520 TRACT Q (SKYLINE ESTATES FIL. 1) P. u. E. � 6.4 0 5' HOA IT 2% N 76.0� ,50 76.0 o x76.5 8 0 7% (im A PATio JOB NO.: 13185.00 DRAWN BY: GA DATE: 02/09/2021 0f W heat UA = ". 0 LOT 9 REG, S: •ir:: tow, .W PREPARED UNDER W SUPERVISION 1' AND ON BEHALF 1 CONSULTANTS,EMK W. 53RD 1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM 1 RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD. 2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT F APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY 0Th INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND FOR INFORMATIONAL PURPOSES ONLY. 3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY T TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOF AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL F GEOTECHNICAL SPECIFICATIONS BY OTHERS. 4. LOT AREA TAKEN FROM RECORDED PLAT. 5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM 1 SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIF PRIOR TO HOUSE CONSTRUCTION. 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE R LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WIT THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUM BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF 1 CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESE A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT 1 ACCOMPANYING LEGAL DESCRIPTION. 1 **NOTE: DROP GARAGE FLOOR AN ADDITIONAL 23" (31" TOTAL) U.E.=UTILITY EASEMENT S.E.=SIDEWALK EASEMENT DS=DROP SIDING/GRADE NOTE: RAISED FOUNDATION WALL (TOF) y , NOTE: NOTE: LOWER SIDING OR '-Y( .�\ ADJUST GRADE AS VENEER ALONG ��J SHOWN TO ACHIEVE THIS WALL LINE. INDICATED SLOPE. LEGAL DESCRIPTION 11103 WEST 53RD DRIVE, LOT 8, BLOCK 1, QUAIL RUN FINAL PLAT, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SETBACKS FRONT: 10' HOUSE, 15' GARAGE (BOW) G R A P H I CO, S C A REAR: 15' SIDE: 5' SIDE -CORNER: 10' 1 _? a.� SF1 �. w 234.2706 0 o °q CRAFTSMAN - W #11103 o rn FULL BASEMENT 'L2 06 **NOTE: ^' 9' WALLS STEP GRADE **NOTE: N FF -79.2 N ALONG THIS WALL STEP GRADE APPROX. T0F-78.0 5.9' LINE TO ACHIEVE ALONG THIS WALL FIVE P;" 17— FINISHED GRADE LINE TO ACHIEVE 12% RISER�F SHOWN. THIS MAY FINISHED GRADE f5.1'Dow SLAB AFFECT SHOWN. THIS MAY • FOUNDATION AFFECT EXTENDED DESIGN. FOUNDATION .12 CAR DESIGN. GARAGE ONE 6" oo-TOF-78.0** RISER 13.0' 24%28• 12% `4 8.8 SA' N 21.0' �' PORCH 75.4 78.6 20• 4%�4. o 75,2 4 N [6 APPROX. �+ oFIVE RS REG, S: •ir:: tow, .W PREPARED UNDER W SUPERVISION 1' AND ON BEHALF 1 CONSULTANTS,EMK W. 53RD 1. EASEMENTS SHOWN ON THIS PLAN ARE TAKEN FROM 1 RECORDED PLAT AND MAY NOT SHOW ALL EASEMENTS OF RECORD. 2. THIS DOCUMENT REPRESENTS A PROPOSED BUILDING LAYOUT F APPROVAL BY ZONING AND BUILDING AUTHORITIES. ANY 0Th INFORMATION SHOWN IS INCLUDED BY THE CLIENT'S REQUEST AND FOR INFORMATIONAL PURPOSES ONLY. 3. RETAINING WALLS ARE DESIGNED HORIZONTALLY AND VERTICALLY T TO THE EXTENT NECESSARY TO FLATTEN STEEP SIDE OR REAR SLOF AND NEED TO BE DESIGNED AND CONSTRUCTED PER STRUCTURAL F GEOTECHNICAL SPECIFICATIONS BY OTHERS. 4. LOT AREA TAKEN FROM RECORDED PLAT. 5. SEWER AND WATER SERVICE LOCATIONS ARE TAKEN FROM 1 SUBDIVISION CONSTRUCTION PLANS AND SHOULD BE FIELD VERIF PRIOR TO HOUSE CONSTRUCTION. 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE R LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WIT THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SUM BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF 1 CERTIFICATION SHOWN HEREON. THIS DRAWING DOES NOT REPRESE A MONUMENTED SURVEY AND IS ONLY INTENDED TO DEPICT 1 ACCOMPANYING LEGAL DESCRIPTION. 1 **NOTE: DROP GARAGE FLOOR AN ADDITIONAL 23" (31" TOTAL) U.E.=UTILITY EASEMENT S.E.=SIDEWALK EASEMENT DS=DROP SIDING/GRADE NOTE: RAISED FOUNDATION WALL (TOF) y , NOTE: NOTE: LOWER SIDING OR '-Y( .�\ ADJUST GRADE AS VENEER ALONG ��J SHOWN TO ACHIEVE THIS WALL LINE. INDICATED SLOPE. LEGAL DESCRIPTION 11103 WEST 53RD DRIVE, LOT 8, BLOCK 1, QUAIL RUN FINAL PLAT, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SETBACKS FRONT: 10' HOUSE, 15' GARAGE (BOW) G R A P H I CO, S C A REAR: 15' SIDE: 5' SIDE -CORNER: 10' 1 _?