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11824 W 52nd Avenue
Beer Engir AP BY: LI CON CAR xed hY the City of Wheat Ridge =,ring Di vision )ROVED David F. Brossman 03/17/2020 PLOT PLAN PR FORE°�� CwanveY Dram. LOTS:13 14 15 16 17 BLOCK: 1 , ADDRESS: 11824 11818, 11812 11806, 11800 WEST 52ND AVENUE , SUBDIVISION: HANCE'S SUBDIVISION REPLAT NO. 2 , OF WHEAT RIDGE , COUNTY OF JEFFERSON , STATE OF COLORADO. NENT$. A Grading Corporation with lI or updated qulred prior to Issuance of the laid AUG. ler the building. TOW R/BOW WEST 52ND AVENUE 589'11'07"W 110.38' 2700' 22.00' 1 22.00' 0 N U a N sETBAcUS IN THIS Z ONING AREA ARE ZERO 0 KLVISIVNS: OAIL: � # RELIMINARY PLOT PLAN 01/27/20 ETC 1 UPDATE PER NEW ARCHITECTURAL PLAN 10/15/20 JOG CS o 3 � o JOB NUMBER : 1211-1527 SHEET: 1 BF 1 h 3 LOT Loi 15 DO LOT 1PR h BLOCK 1BLOCK K 1 h BLOCK31 1,1003SE 1,100±S.F. GO 1,35035E GO QS 2 Z 27.00' I 22.00' I 22.00' auoulaar® 2ND FLOOR DECKS ENCROACH INTO UTILITY EASEMENT ARCHITECTURAL PLAN ONLY !!! PLOT PLAN PREPARED WITH ARCHITECTURAL PLAN ONLY. STRUCTURAL PLAN WAS NOT 40� PROVIDED TO LLS BY CLIENT. N w 00 NDT FOR CONSTRUCTION!!! z0 BUILDING ENCROACHES INTO 5' UTILITY EASEMENT AT THE FRONT OF LOT 17 BY 1.5' 17 LOT 16 PC Lor 17 BLOCK 1 :n BLOCK 1 1,1003S. F. A 1,34035F. 22.00' I 27.00' LOT DETAIL 0 1O zO SCALE 1"=20' R -PROPERTY LINE UE -UTILITY EASEMENT BOW -BACK OF WALK WE=WATER EASEMENT FOW=FRONT OF WALK PABU-PRIVATE OPEN TBC -TOP BACK OF CURB SPACE, PEDESTRIAN FL -PLO W LINE ACCESS, DRAINAGE, AND EOC=EDGE OF CONCRETE UTILITY EASEMENT 0 FF -FINISHED FLOOR DU -UTILITY AND DRAINAGE W TF -TOP OF FOUNDATION EASEMENT t, FDG -FRONT OF GARAGE S.F.-SQUARE FEET la� BOG -BACK OF GARAGE W LP -HIGH POINT WATER SERVICE OF GRATE ® - TSW=TOP OF STEM WALL S TW -TOP OF WALLa ®- SANITARY SEWER SERVICE ING ENCROACHES UTILITY EASEMENT t u 3 RETAINING WALL PER GRADING PLAN UX L �L 0 10 20 SCALE: 1"=20' — EASEMENT = FIRE HYDRANT *-LIGHT POLE Oo =AREA DRAIN Q NUMBER OF RISERS, 7-3/4" MAXIMUM HEIGHT (FF TO BOG) ADDITI GNAL ARCO NT TO DROP DIRT AT FOUNDATION. L�� Lange //\/Vp Land S Surveys 5511 WEST 56TH AVENUE, SUITE EDE Pa(7RG 2a - e(72o) 242-gugY 242 - N U a N sETBAcUS IN THIS Z ONING AREA ARE ZERO KLVISIVNS: OAIL: UT: # RELIMINARY PLOT PLAN 01/27/20 ETC 1 UPDATE PER NEW ARCHITECTURAL PLAN 10/15/20 JOG 2 3 JOB NUMBER : 1211-1527 SHEET: 1 BF 1 WEE WGi I i ay nt fit' 114 -it R�Ldg UNI APPROVED MA nM1i0TI=iLliEYXiYli y�p�®; Tf1r iwygl'91's/n,nt,D' i/P+Notir� �R1�XaWl�! ootJMnwi N 1!x'�7� Paw�/MM'oE /1tNM�Fb+6P agp a�'ib'ruw�f_iu "( t/q• 1.N��, tn1r•n� � "!r•aR viau,. Ibm e�91a•V..•oaeriir•r.�,rormvl ets�..,�.r m.. �„u.y cow WOO" 0W*1* YIuSL Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED YVI BY: DATE, April 23,23, 2 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. WSP-17-04) 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. FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT BRACKETS 3. Ix6 SHINGLE STRIP OVER 1x8 SUB -FASCIA 4. PRE -FINISHED GUTTERS OVER Ix6 FASCIA OVER Ix8 "-FASCIA 5. HARDBOARD SOFFIT. RE sROOF PLAN FOR VENTING 6. HORIZONTAL LAP SIDING 1. SOLID PANEL SIDING WITH VERTICAL BATTENS. 8 IX TRIM AROUND ALL DOORS AND WINDOWS 3 Ix4 CORNER TRIM 10. SYNTHETIC STONE VENEER 11. STONE SILL/STONE CAP 12. IX 12 TRIM 13. 16' X I' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCI 15ALCONY RAILING 16. DECORATIVE GABLE VENT 11. EXTERIOR LIGWT FIXTURE 18. CONCRETE PATIO/PORCHI 13 UNIT SEPARATION LINE 20. EXTEND 2 -HR UNIT SEPARATION WALL AT BUILDING OFFSETS 21. 16" x 16" FRAMED POSTS WITH Ix6 WRAP TOP AND BOTTOM 22. PROPOSED GRADE 23. PRE -CAST STONE HEADER 24. WINDOW TRIM AT STONE VENEER 25. 6X(p WOOD SUPPORT BRACKET 26. Ix6 TRIM 21. LINE OF CEILING 28. SMOOTH SIDING W/ IX TRIM AT CORNERS, IX4 TRIM BETWEEN PANELS FRONT ELEVATION 1/4"•I' -O" Cf) LiJ O \N heal O � U ; L A' m i J c 0 xr� V TOTS� V O W N 1 10.07.20 LOT SPECIFIC Project Architect Project Designer Date Job Number Drawn By Checked By TOMPOSITE BLDG ELEVATIONS Sheet Number 4-PLEX A3=1 LEFT ELEVATION V4'sl'-V FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT BRACKETS 3. Ix6 SHINGLE STRIP OVER NO SUB -FASCIA 4. PRE-FINI814ED GUTTERS OVER Ix6 FASCIA OVER Ix8 SUB -FASCIA S. HARDBOARD SOFFIT. RE :ROOF PLAN FOR VENTING 6. HORIZONTAL LAP SIDING 1. SOLID PALL SIDING WITH VERTICAL BATTENS. 8. IX TRIM AROUND ALL DOORS AND WINDOWS % Ix4 CORNER TRIM 10. SYNTHETIC STONE VENEER IL STONE SILL/STONE CAP 12. IX 12 TRIM 13. 16' X 1' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCI.1/15ALCCNY RAILINGS 16. DECORATIVE GABLE VENT 11. EXTERIOR LIGWT FIXTURE IS. CONCRETE PATIO/PORC14 19. UNIT SEPARATION LINE 20. EXTEND 2-14R UNIT SEPARATION WALL AT BUILDING OFFSETS 21. 16' x 16" FRAMED POSTS WITH Ix6 WRAP TOP AND BOTTOM 22. PROPOSED GRADE 23. PRE -CAST STONE HEADER 24. WINDOW TRIM AT STONE VENEER 25. 6X6 WOOD SUPPORT BRACKET 26. Ix6 TRIM 21. LINE OF CEILING 28. SMOOTH SIDING W/ IX TRIM AT CORNERS, IX4 TRIM BETWEEN PANELS RIGHT ELEVATION V4'■I'-V (n W 0 xr� V TOTS� V O W N 1 10.07.20 LOT SPECIFIC Project Architect Project Designer Date Job Number Drawn By Checked By TOMPOSITE BLDG ELEVATIONS Sheet Number 4-PLEX A3=2 aD HEEL HCsT UPPER E 0 Q i 3p — 3 I y ie 3 Aa -2 Aa -2 Aa -2 A4 I I 21 I 3 I I I 3 f12 l I I I � hhh N.TM411114WT =a� H re 4 3 4.2 4 A4-2 I I I I I =011F�_1F�_11=0_ REAR ELEVATION V4'.I'-0' FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SWINGLE& 15. METAL PORCH/BALCONY RAILING 2. ACCENT ROOF WITH WOOD SUPPORT BRACKETS 16. DECORATIVE GABLE VENT 3. Ixb SWWxLE STRIP OVER Ix8 SIB -FASCIA 11. EXTERIOR LIGHT FIXTURE 4. PRE -FINISHED GUTTERS OVER Ix6 FASCIA 18. CONCRETE PATIO/PORCH E OVER Ix8 SUB -FASCIA. 1% UNIT SEPARATION LINE 5. HARDBOARD SOFFIT. RE :ROOF PLAN FOR VENTING 20. EXTEND 2-14R UNIT SEPARATION WALL AT BUILDINCs OFFSETS 6. HORIZONTAL LAP SIDING Project Designer 21. 16" x 16" FRAMED POSTS WITH Ix6 WRAP TOP 1. SOLID PANEL SIDING WITH VERTICAL BATTENS. AND BOTTOM 8. IX TRIM AROUND ALL DOORS AND WINDOWS 22. PROPOSED GRADE 9. Ix4 CORNER TRIM 23. PRE -CAST STONE HEADER 10. SYNTHETIC STONE VENEER 24. WINDOW TRIM AT STONE VENEER II. STONE SILL/STONE CAP 25. 6X6 WOOD SUPPORT BRACKET 12. IX 12 TRIM 26. Ix6 TRIM 13. 16'X 'I'OVERHEAD GARAGE DOOR 21. LINE OF CEILING 14. STONE VENEER OVER FRAMED COLUMN 28. SMOOTH SIDING W/ IX TRIM AT CORNERS, IX4 TRIM BETWEEN PANELS I Aa -2 Aa -2 A4 I 0000 III!\ ����imm■��� a I. PLAN 106 ELEV. B PLAN 106 ELEV. A %r P1 Fe] W O xT� V O O N 1 10.07.20 LOT SPECIFIC Loll E I 0000 III!\ ����imm■��� a I. PLAN 106 ELEV. B PLAN 106 ELEV. A %r P1 Fe] W O xT� V O O N 1 10.07.20 LOT SPECIFIC Project Architect Project Designer Date Job Number Drawn By Checked By TOMPOSITE BLDG ELEVATIONS Sheet Number 4—PLEX A3=3 Ji r Enhanced side elevation not required on 11824 W 52nd Avenue LEFT ELEVATION v4•.1' -m• LOT 17s BLOCK 1 LOT 109 BLOCK Z RIGHT ELEVATION v4"•I'-® LOT 1s BLOCK i LOT 1129 BLOCK S FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT BRACKETS 3. Ix6 SHINGLE STRIP OVER Ix8 SUB -FASCIA 4. PRE -FINISHED GUTTERS OVER Ix6 FASCIA OVER Ix8 SUB -FASCIA S. HARDBOARD SOFFIT. RE :ROOF FLAN FOR VENTING 6. HORIZONTAL LAP SIDING 1. SOLID PANEL SIDING WITH VERTICAL BATTENS. 8. IX TRIM AROUND ALL DOORS AND WINDOWS % Ix4 COINER TRIM 10. SYNTHETIC STONE VENEER 11. STONE SILL/STONE CAP 12. 1 x 12 TRIM 13. 16'x 1' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCH/BALCONY RAILING 16. DECORATIVE GABLE VENT 11. EXTERIOR LIGHT FIXTURE 18. CONCRETE PATIO/PORC4 13 UNIT SEPARATION LINE 20. EXTEND 2-14R UNIT SEPARATION WALL AT BUILDING OFFSETS 21. 16" x 16" FRAMED POSTS WITH Ix6 WRAP TOP AND BOTTOM 22. PROPOSED GRADE 23. PRE -CAST STONE HEADER 24. WINDOW TRIM AT STONE VENEER 25. 6X6 WOOD SUPPORT BRACKET 26. Ix6 TRIM 21. LINE OF CEILING 28. SMOOTH SIDING W/ IX TRIM AT CORNERS, IX4 TRIM BETWEEN PALLS 2% Ix8 TRIM 30. 6' HIGH PRIVACY FENCE 31. WOOD LANDING - VERIFY STEPS TO PATIO, PROVIDE RAILING IF RECUIRED. w O O z O O r_ w Z FSI W O r� Project Architect Project Designer Date Job Number Drawn By Checked By 'INHANCED SIDE ELEVATIONS Sheet Number ALL A3=4 A --------Y---� Fx I au UPPER LEVEL FLOOR PLAN v4""iW EXTERIOR UNIT - ELEV. A MAIN LEVEL FLOOR PLAN EXTERIOR UNIT - ELEV. A MAIN LEVEL OPT. FIREPLACE 1/4"-1'-& EXTERIOR UNIT - ELEV. A I X71 0 STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS MEMO 2 II PROVIDE STEPS TO GRADE AS REQUIRED 3 LITE_ OF FOUNDATION WALL BELOW II MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING s SP W®TN LAoDCER ro SLAB LOu N 6 22" x 30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE WL7i�A SOFFIT DOWN FROM CEILING - SEE PLAN FOR HT. 10 DRYWALL SQUARE OPENING - 8'-0' AFF 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF ark ill , SHOWER SEAT HYA.C. / FIREPLACES 14 I 15 DIRECT VENT SEALED COMBUSTION WATER HEATER u DIRECT VENT FORGED AIR FURNACE = .� •,r WITH 4'-0' x 4'-0' x 6" CONCRETE PAD I � I OPTIONAL ELECTRIC FIREPLACE � - INSTALL PER MANUFACTURER SPECIFICATIONS I DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 �.. 20 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 II ENCLOSURE, CERAMIC TILE WALLS 0� LIRA � WASHER - WASHER BOX HOOKUP IN WALL o PROVIDE W/ DRAIN PAN 24 ,r 25 TUB, SHOWER, TUB/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF l 5 - SHELVES - SEE PLAN FOR SIZE 29 r-mv of oil 31 36N(min) GIAARDRAIL m/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIMERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/e" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRP. (UP TO Tl") IN COMP�LIALNLECE wiTTH ASTM a2E8B, CI325, OR ana AAINONG LIBWALL TILE M T 2 AND SHS DAATIREAB AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 NKNAL LAUNDRY SI(NOT AVAILABLE IN �IOON 44 KNEE WALL IUI WOOD CAP i PROPOSED STORM SUMP 1� 11 , mom I 0 UPPER LEVEL FLOOR PLAN v4""iW EXTERIOR UNIT - ELEV. A MAIN LEVEL FLOOR PLAN EXTERIOR UNIT - ELEV. A MAIN LEVEL OPT. FIREPLACE 1/4"-1'-& EXTERIOR UNIT - ELEV. A I X71 LO v4"44' WER LEVEL FLa 4 R PLAN EXTERIOR UNIT - ELEV. A 0 STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 II PROVIDE STEPS TO GRADE AS REQUIRED 3 LITE_ OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING s SP W®TN LAoDCER ro SLAB LOu N 6 22" x 30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING - SEE PLAN FOR HT. 10 DRYWALL SQUARE OPENING - 8'-0' AFF 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF ark ill L3 SHOWER SEAT HYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE 15 DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORGED AIR FURNACE WITH 4'-0' x 4'-0' x 6" CONCRETE PAD I � I OPTIONAL ELECTRIC FIREPLACE � - INSTALL PER MANUFACTURER SPECIFICATIONS I DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 II ENCLOSURE, CERAMIC TILE WALLS 0� LIRA � WASHER - WASHER BOX HOOKUP IN WALL o PROVIDE W/ DRAIN PAN 24 ,r 25 TUB, SHOWER, TUB/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF l 5 - SHELVES - SEE PLAN FOR SIZE 29 r-mv of oil 31 36N(min) GIAARDRAIL m/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIMERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/e" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRP. (UP TO Tl") IN COMP�LIALNLECE wiTTH ASTM a2E8B, CI325, OR ana AAINONG LIBWALL TILE M T 2 AND SHS DAATIREAB AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 NKNAL LAUNDRY SI(NOT AVAILABLE IN �IOON 44 KNEE WALL IUI WOOD CAP 45 PROPOSED STORM SUMP 1� mom I 0 LO v4"44' WER LEVEL FLa 4 R PLAN EXTERIOR UNIT - ELEV. A LO V4"44' WER LEVEL OPT. BATH EXTERIOR UNIT - ELEV. A STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAB, &"u12" TURNDOUN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LITE_ OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING s SP W®TN LAoDCER ro SLAB LOu N 6 22" x 30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING - SEE PLAN FOR HT. 10 DRYWALL SQUARE OPENING - 8'-0' AFF 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF ark ill L3 SHOWER SEAT HYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE 15 DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORGED AIR FURNACE WITH 4'-0' x 4'-0' x 6" CONCRETE PAD 11 OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS 18 DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 SHOUTER BASE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY SINK 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SINK W/ DISPOSAL 25 TUB, SHOWER, TUB/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF 28 5 - SHELVES - SEE PLAN FOR SIZE 29 (5)PANTRY SHELVES 30 oil 31 36N(min) GIAARDRAIL m/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIMERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/e" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRP. (UP TO Tl") IN COMP�LIALNLECE wiTTH ASTM a2E8B, CI325, OR ana AAINONG LIBWALL TILE M T 2 AND SHS DAATIREAB AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 NKNAL LAUNDRY SI(NOT AVAILABLE IN �IOON 44 KNEE WALL IUI WOOD CAP 45 PROPOSED STORM SUMP LO V4"44' WER LEVEL OPT. BATH EXTERIOR UNIT - ELEV. A WALL KEY: EXTERIOR WALLS A_. 2x6 STUDS a 16' OG. W/ VR' GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS a 16' OG W/ 5/8" TYPE 'X' GYP BOARD (UNIT SIDE) AND SHAFT LINER BETWEEN WIT SEPARATION WALLS 2x4 STUD& a 16" OrO W/ 1/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE INTERIOR WAS 2x4 STUDS 1166" O,G W/ Id" GYP BOARD EACH SIDE - UNLESS NOTED OTHERWISE ter• STONE OR MASONRY VENEER Cn W 0 STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAB, &"u12" TURNDOUN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LITE_ OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING s SP W®TN LAoDCER ro SLAB LOu N 6 22" x 30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING - SEE PLAN FOR HT. 10 DRYWALL SQUARE OPENING - 8'-0' AFF 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF Date AT UIINDOW SILL 13 SHOWER SEAT HYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE 15 DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORGED AIR FURNACE WITH 4'-0' x 4'-0' x 6" CONCRETE PAD 11 OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS 18 DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 SHOUTER BASE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY SINK 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SINK W/ DISPOSAL 25 TUB, SHOWER, TUB/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF 28 5 - SHELVES - SEE PLAN FOR SIZE 29 (5)PANTRY SHELVES 30 34"(min)-38"(mex) HIGH HANDRAIL 31 36N(min) GIAARDRAIL m/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIMERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/e" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRP. (UP TO Tl") IN COMP�LIALNLECE wiTTH ASTM a2E8B, CI325, OR ana AAINONG LIBWALL TILE M T 2 AND SHS DAATIREAB AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 NKNAL LAUNDRY SI(NOT AVAILABLE IN �IOON 44 KNEE WALL IUI WOOD CAP 45 PROPOSED STORM SUMP WALL KEY: EXTERIOR WALLS A_. 2x6 STUDS a 16' OG. W/ VR' GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS a 16' OG W/ 5/8" TYPE 'X' GYP BOARD (UNIT SIDE) AND SHAFT LINER BETWEEN WIT SEPARATION WALLS 2x4 STUD& a 16" OrO W/ 1/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE INTERIOR WAS 2x4 STUDS 1166" O,G W/ Id" GYP BOARD EACH SIDE - UNLESS NOTED OTHERWISE ter• STONE OR MASONRY VENEER Cn W 0 ok N1 heat U� _ " ` �i co J O 6>�"b ng V000 xT� V O vessel N 1--1 O 1 10.07.20 LOT SPECIFIC Project Architect Project Designer Date Job Number Drawn By Checked By n�EXTERIOR UNIT FLOOR PLANS LEFT—HAND Sheet Number PLAN 106 A&I M RIOR WALL SHEATHING NOT SHOWN SILL OR WALL PLATES BELOW 1 1/4' TIMB(RSTRAND RIM AT EXTERIOR F1 DETAIL No scALE BEARING OR SHEAR WALL ABOVE 'STACK OVER WAIL. BELOW) BLOCKING PANEL, JOIST OR 'M=L' BEARING WALL OR STEEL BEAM BELOW V WEB STIFFENERS REOD. EA. SIDE F2 DETAIL No scaLE DIAMETER MAXIMUM HOLE MAY BE T IN EACH BLOCKING PANEL FOR 10'-15' STS: 8' DIAMETER MAXIMUM FOR 9' STS OR FOR BLOCKING PANELS LESS uN 12' LONG. DO NOT CUT FLANGES, •parr � o ,, ^'�` oa• r -, F3 DETAIL No scALE MICRO -LAM BEAM FACE MOUNT F4 DETAIL No SCALE I STIFFENERS READ. IF SIDES HANGER DO NOT LATERALLY 'PORT AT LEAST 3/8' OF TJ iT TOP FLANGE BACKER BLOCK: INSTALL TIGHT TO TOP FLANGE (TIGHT TO BOTTOM FLANGE WITH FACE MOUNT HANGERS). ATTACH W/ 10-104 BOX NAILS, CLINCHED WHEN POSSIBLE CONT. FILLER BLOCK- NAIL W/ 3-10d BOX NAILS O 12' O.C., CLINCHED F5 DETAIL No scALE TO TOP 3 SIDES IST FLR. O EA. STRAP SIMPSON W2 STRAPS NAILS H �Ek SSIRAP DETAIL STAIR LANDING BEAM PLAN "106" LOT 17 PLAN "106" LOT 16 PLAN "106" LOT 15 3aia: • � I ]. � i iS. iS: k•..7Gt.. 1 �. MAIN FLOOR FRAMING PLAN 3/16•=1'-O• I. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS, 2, REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS, 3. REFER TO SITE SPECIFIC FDN. FOR CONSTRUCTION. PLAN "106" LOT 14 PLAN "106" LOT 13 SHEATH W/ 1/2' NAILED W Bd O TO ALL G. ME TOP OF WALL FRMG./--- II ---- III: : SHEATH W/ 1/2' O.S.B. III III I NAILED W 8d O 4' 0.0. III j j TO ALL FRMG. MEMBERS III III OVERHEAD DOOR HDR, SEE PLAN MIN. S -2x Iii I i POST O CORNER iii III III III POST, PER PLAN III i ill Ili II 11 III MIN. 3 MIN. 3- 1/2'0 ANCHOR III III III III BOLTS FROM FON. ii II WALL PLATE. it II II SIMPSON STHD10 L __u STRAP FROM FDN. SIMPSON STHD1O STRAP FROM FDN. A.._.._ �—TOP OF FDN. WALL PORTAL DETAIL "1'a TOP OF WALL FRMG. TT- T —.---t �:—r SII' IIII II IIII I LIN. 5-2x l POST O CORNER IIII SIMPSON STHDBRJ IIII STRAP FROM FDN. IIII Ilil MIN. 3- 5/800 ANCHOR Iii I BOLTS FROM FTN. IIS WALL PLATE. I I RMA JOIST Ilj SIMPSON STHDIORJ -- STRAP FROM FDN.--� 1 1 1OVERHE:AD ODOR SEE PLAN II it SIMPSON MST48 INSIDE FACE it STUDS TO HDR. TO TOP PLATES. II POST, PER PLAN MIN. 3 71 it iFa,7 (['71111 PORTAL DETAIL "2" NO SCALE SIMILAR TO IRC DETAIL R8O210.8.2 I P.T. SILL PLATE, TO WALL MOTH. SHEATHING It FLOOR LEDGER DETAIL NO SCALE REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES BLOCK SOLD EA. SIDE F -i W EA. END. BLOCK SOLID EA. SIDE OF NEB. BEAR BLOCKING ON BOT. FLANGE &BOLT THRU WEB W/ 1/2N BOL / POST EACH END BLOCKING OF ON NEB. BEAR E&SOLT THRU WEB W/ %2'I BOLTS O 24' O.C. FOR SHEATHING. U26 TO LEDGER. O 24' O.C. FOR SHEATHING. ALT. DET. SHEATH BOTH SIDES W/ 7/18' O.S.B. NAILED W/8d O 3' O.C. EDGES BLOCKED. 3-1 3/4' x 14' M• (FLUSH) 4-2x6 SHEATH BOTH SIDES OF WALL W/ 7/16' O.S9. NAILED W/8d O 3' O.C.O. .C. W/EDCES BLOCKED W/SOUD BLOCKING ABOVE &— BELOW W/16d O 4' O.C. PLATES TO BLOCVJNG/SUB-FLOOR ABOVE BELOW. ALT. PANEL, SIJ: �/ DET. '1' SIM. SHL F -i 3-2x10 HDR. W/ 3-2x6 POST EA. WATERPROOF DECK PER HOUSE PLANS (TYP.) 31/8'x12'—/ (EXT.) ALASKAN CEDAR GLU-LAM. DECK - 2x8 O 16' O.C. U26 TO LEDGER. 14' x ALT. PANEL, SEE � DET. '1' SIM. SHT. F-1 PLAN "106" LOT 17 PANEL. SEE '1' SHL F-1 PANEL. SEE 1' SHL F-1 BLOCK SOLID EA. SIDE OF WEB. BEAR BLOCKNG ON BOT. FLANGE & BOLT THRU NEB W/ 1/2.0 BOLTS O 24' O.C. FOR SHEATHING. ALT. PANEL SEE . '1' SHT. F -i x xt x 14' MSL ALT.PANEL,SEE-/ DET. '1' SIM. SHL F-1 3-200 HDR. W/ 3-24 POST EA. END. Md BEAM. NAILS 6 O.C. TO 3i/8" x lz-� (EXT.) ALASKAN CEDAR GLU-LAM. DECK - 2x8 O 16' O.C. 1 U26 TO LEDGER. PLAN "106" LOT 16 • w it • m ra. I.T. PANEL, SEE J ET. .1. '1' SIM. J/ HT. F -i 3-2x10 BOR. W 3-2x6 POST END. SHEATH BOTH SIDES OF WALL/ W/ 7/16' O.S.B. NAILED W/Bd O 3' O.C. W/EOCES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4' O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 1 N i N 4x4 P.T. POST W/SIMPSON / JI I_�IWI I ECC44 CAP & C844 BASE.J (TYP. 2 PLACES, EA. UNIT.) 3 t/8' x 12' ALT. PANEL, SEE �'-2x4 STUDS O 16' O.C. (3 AT (EXL) ALASKAN DEL '1' SIM. CORNERS) W/ DBL TOP &SINGLE BOT. CEDAR GLU-LAM. SHL F-1 PLATES, SHEATH W/ 1/2' O.S.B. NAIL W/ Ed NAILS O 3' O.C. (TYP. EACH UNIT) PLAN "106" LOT 15 SECOND FLOOR FRAMING PLAN 3/t6'=l'-o" I. REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED 2 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS. 5. REFER TO SITE SPECIFIC FDN, FOR CONSTRUCTION, x 1V M=L • : i1 • a• r x /4 Md / 3 1/8' x 12'-I (EXT ALASKAN CEDAR GLU-LAM. ALT. PANEL. SEE . '1' SIM. SHL F-1 bdi LEDGER W/4 -16d NAILS & 2-1Lf0Md B / BCI.EAMO 16' O.C. TO i0. PLAN "106" LOT 14 i N x1 IALT. PANEL, SEE "DEL 'i' SM. SHT. F -i W EA. END. DECK - 2x8 O /6' O.C. U26 TO LEDGER. %xll xll �I) xll r� xll I x xt x 14' MSL ALT.PANEL,SEE-/ DET. '1' SIM. SHL F-1 3-200 HDR. W/ 3-24 POST EA. END. Md BEAM. NAILS 6 O.C. TO 3i/8" x lz-� (EXT.) ALASKAN CEDAR GLU-LAM. DECK - 2x8 O 16' O.C. 1 U26 TO LEDGER. PLAN "106" LOT 16 • w it • m ra. I.T. PANEL, SEE J ET. .1. '1' SIM. J/ HT. F -i 3-2x10 BOR. W 3-2x6 POST END. SHEATH BOTH SIDES OF WALL/ W/ 7/16' O.S.B. NAILED W/Bd O 3' O.C. W/EOCES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4' O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 1 N i N 4x4 P.T. POST W/SIMPSON / JI I_�IWI I ECC44 CAP & C844 BASE.J (TYP. 2 PLACES, EA. UNIT.) 3 t/8' x 12' ALT. PANEL, SEE �'-2x4 STUDS O 16' O.C. (3 AT (EXL) ALASKAN DEL '1' SIM. CORNERS) W/ DBL TOP &SINGLE BOT. CEDAR GLU-LAM. SHL F-1 PLATES, SHEATH W/ 1/2' O.S.B. NAIL W/ Ed NAILS O 3' O.C. (TYP. EACH UNIT) PLAN "106" LOT 15 SECOND FLOOR FRAMING PLAN 3/t6'=l'-o" I. REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED 2 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS. 5. REFER TO SITE SPECIFIC FDN, FOR CONSTRUCTION, x 1V M=L • : i1 • a• r x /4 Md / 3 1/8' x 12'-I (EXT ALASKAN CEDAR GLU-LAM. ALT. PANEL. SEE . '1' SIM. SHL F-1 bdi LEDGER W/4 -16d NAILS & 2-1Lf0Md B / BCI.EAMO 16' O.C. TO i0. PLAN "106" LOT 14 i N x1 IALT. PANEL, SEE "DEL 'i' SM. SHT. F -i W EA. END. DECK - 2x8 O /6' O.C. U26 TO LEDGER. PLAN "106" LOT 13 CK SCUD EA. SIDE WEB. BEAR BLOCKING BOT. FLANGE & BOLT U WEB W/ 1/2.0 BOLTS !4' O.C. FOR SHEATHING. PANEL EE '1' SHLSF-1 WE NOTCa DASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WHERE NOTED. (TYPICAL) EDGER W/4 -16d NAILS & 2'f BOWS O 16' D.C. TO M -L BEAM. /4' x 14' M -L 1) POST HEATH BOTH SIDES OF WALL 7/16' O.S.B. NAILED W/Br � 3' O.C. W/EDCES Bl0(7CED D�.O�W W/i6�ON4' 0. PLAN 81OC10NG/SUB-FLOOR ABC ELOW. LT. PANEL, SEE ET. 'i' SM. SHT. F-1 \i 3-2xlO HDR. W/ ALASKAN 3-2x6 POST EA END. GLU-LAM. REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES 3-1 3/4' x 9 1/2' M•L W/2-24 POST k 2-26 K.S. EA. ETA. 2-1 Hx 14' M=L (FLUSH) 3-1 3/4' x 9 1/2' M=L-! W/2 -2x6 POST do 2-2x6 K.S. EA. EPA. 2x6 LEDGER W/3 -16d NAILS O 16' D.C. TO SOLID STUDS OR M -L PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' D.C. SIMPSON— LSU26 HGR. TO LEDGER W/2x6'S. 2-1 3/4' x 14' M=L (FLUSH) W/3-24 POST EA. END. /_A�6d NAILS OiML•°.C�. TD/SDL;D STUDS IF -GR'D.ROOF 2-1 3/4' x 14' M•L SOR 2x6 O (FLUSH) W/3 -2x6 O.C. SIMPSOi 2-1 3/4' x 14' M=L LSU26 HGR. TO POST EA. END. PRE-ENGR'D. ROOF (FLUSH) W/3 -2x6 LEDGER W/Z6 TRUSSES OR 2x6 O POST EA END. 24' O.C. SIMPSON 2x6 LEDGER W/3 -16d NAILS LSU26 HGR. TO I�O /6' O.C. TO SOLID STUDS LEDGER W/2z6'S - OR M•L PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' O.C. SIMPSON 2-1 3/4' x 14' N=L LSU2B HGR. TO (t1.USI1) W/3 -2x6 LEDGER W/2x6'S. POST EA. END. 2x8 LEDGER W/3 -16d NAILS 2x6LEDGER W/3 - 16d NAILS O 18' O.C. TO SOLID STUDS O 16' O.C. TO SOLID STUDS I� ORM-L DR M•L 2-1 3/4' x 14' M=l (FLUSH) W/3 -2x6 _� POST EA. END. PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' O.C. SIMPSON - LSU26 HGR. TO LEDGER W/2x6'S. 3-1 3/4' x 9 1/2' M•L W/2-24 POST k 2-26 K.S. EA. ETA. 2-1 Hx 14' M=L (FLUSH) 3-1 3/4' x 9 1/2' M=L-! W/2 -2x6 POST do 2-2x6 K.S. EA. EPA. 2x6 LEDGER W/3 -16d NAILS O 16' D.C. TO SOLID STUDS OR M -L PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' D.C. SIMPSON— LSU26 HGR. TO LEDGER W/2x6'S. 2-1 3/4' x 14' M=L (FLUSH) W/3-24 POST EA. END. /_A�6d NAILS OiML•°.C�. TD/SDL;D STUDS IF -GR'D.ROOF 2-1 3/4' x 14' M•L SOR 2x6 O (FLUSH) W/3 -2x6 O.C. SIMPSOi 2-1 3/4' x 14' M=L LSU26 HGR. TO POST EA. END. PRE-ENGR'D. ROOF (FLUSH) W/3 -2x6 LEDGER W/Z6 TRUSSES OR 2x6 O POST EA END. 24' O.C. SIMPSON 2x6 LEDGER W/3 -16d NAILS LSU26 HGR. TO I�O /6' O.C. TO SOLID STUDS LEDGER W/2z6'S - OR M•L PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' O.C. SIMPSON 2-1 3/4' x 14' N=L LSU2B HGR. TO (t1.USI1) W/3 -2x6 LEDGER W/2x6'S. POST EA. END. 2x8 LEDGER W/3 -16d NAILS 2x6LEDGER W/3 - 16d NAILS O 18' O.C. TO SOLID STUDS O 16' O.C. TO SOLID STUDS I� ORM-L DR M•L PLAN "106" LOT 17 DASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WriERE NOTED. (TYPICAL) 3-1 3/4' x 9 1/2' M=l. /2-2x8 POST & 2-2x6 K.S. E.A. END. D w• a- • at 3-1 3/4' x 9 1/2' M -L W/2 -2x6 POST & 2-24 K.S. EA. TND. COI. -2x4 STUDS O 16' O.C. (3 AT COMM) W/ DBL TOP & SINGLE BOT. PLATES, SHEATH W/ 1/2' O.S.B. NAIL � W/ 8d NAX.S O 3' O.G (TYP. EACN UNIT) A24x4 P.T. POST W/SIMPSON AE4X4 CAP k BASE. (TIP. PLACES, EA. UNIT.) )PRE-ENOWD. ROOF 2x6 LEDGER W/3 -16d NAILS 2x6 LEDGER W/3 -16d NAILS PRE-ENGR'D. ROOF TRUSSES OR 2x6 O O 16' D.C. TO SOLID STUDS 3-1 3/4' x 9 1/2' M•L O 16' O.C. TO SOLA STUDS TRUSSES OR 2x6 O 24' O.C. SIMPSON M=L W/2 -2x6 POST dt 2-2x6 3-1 3/4' x 9 1/2' M=L OR M -L Zr O.C. SIMPSON LSU26 HGR. TO K.S. EA. ENO, W/2-24 POST h 2-24 LSU26 HDR. TO LEDGER W/20'S. K.S. EA. END. LEDGER W/2WS. PLAN "106" PLAN "106" PLAN "106" PLAN "106" LOT 16 LOT 15 LOT 14 LOT 13 THIRD FLOOR FRAMING PLAN 3/16'=r -o• 1. REFER TO PLANS BY TRUSS MFR, FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED 2 4'-0 o.c. MAX, BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES, BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS, 5. REFER TO SITE SPECIFIC FDN, FOR CONSTRUCTION. REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES 11(TYP�-- _� Ell .� . �'' ' , =OIL lzi (FLUSH) U ,Mimi i �I ' ;� ■I SIMPSON HU410 HGR-\ PA, 1/-4-2x4 POST SIMPSON HU410 HGR.-\ 1��2X4 POST SIMPnSONN HU410 HGR 6-2X4 POST1 - 1_• tf.� �. �•. ��'4�.. i �. h1 �" ,� �•al Iii ' .. 1__ �. _ IST .: •• :_:_ 'TLI:,C. ( �I�■■■■■l1■■■®I IiLl i f��ijy .. - !l .A?• I■■■i1■■E■■■®- 1y�Tdi �: =' L,�',■,I�'�I.�� •I - I■■■■■�■■��®I L,�■'1 �iiiii■��■■■■®II .�I�_®■■■■■■■��■ �i■II mom i iiL� !1/iiAN���!�.240 ! mFiMs 0\�lmm !lMEMOsk �M PLAN "106" LOT 17 DASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WriERE NOTED. (TYPICAL) 3-1 3/4' x 9 1/2' M=l. /2-2x8 POST & 2-2x6 K.S. E.A. END. D w• a- • at 3-1 3/4' x 9 1/2' M -L W/2 -2x6 POST & 2-24 K.S. EA. TND. COI. -2x4 STUDS O 16' O.C. (3 AT COMM) W/ DBL TOP & SINGLE BOT. PLATES, SHEATH W/ 1/2' O.S.B. NAIL � W/ 8d NAX.S O 3' O.G (TYP. EACN UNIT) A24x4 P.T. POST W/SIMPSON AE4X4 CAP k BASE. (TIP. PLACES, EA. UNIT.) )PRE-ENOWD. ROOF 2x6 LEDGER W/3 -16d NAILS 2x6 LEDGER W/3 -16d NAILS PRE-ENGR'D. ROOF TRUSSES OR 2x6 O O 16' D.C. TO SOLID STUDS 3-1 3/4' x 9 1/2' M•L O 16' O.C. TO SOLA STUDS TRUSSES OR 2x6 O 24' O.C. SIMPSON M=L W/2 -2x6 POST dt 2-2x6 3-1 3/4' x 9 1/2' M=L OR M -L Zr O.C. SIMPSON LSU26 HGR. TO K.S. EA. ENO, W/2-24 POST h 2-24 LSU26 HDR. TO LEDGER W/20'S. K.S. EA. END. LEDGER W/2WS. PLAN "106" PLAN "106" PLAN "106" PLAN "106" LOT 16 LOT 15 LOT 14 LOT 13 THIRD FLOOR FRAMING PLAN 3/16'=r -o• 1. REFER TO PLANS BY TRUSS MFR, FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED 2 4'-0 o.c. MAX, BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES, BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS, 5. REFER TO SITE SPECIFIC FDN, FOR CONSTRUCTION. REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES 2. 3. 4. LIVE (AADS USED IN DESIGN: A. Roof Snow load.................................30 psi + drift loading (cors plan) 8. Fioor ....................................................40 psi C. Wind (136 wit mph, exp. C including 1.0 inpotance factor) D. Seismic Zane 8 SOIL DATA USED IN DESIGN: Refer to son data allow, in general notes an Sheet S-2 of foundation plan. EXCAVATION AND BACKFIU. A. A qualified sons engineer shag Inspect the open excavation to verify the bearing material, approve compaction, and Perforin compaction tests 8. Basement concrete dab and wood framed man Boor shall be Installed, Including attachment of foundation straps. prior to bookfll of basement walls C. Backfill motorial doll be thoroughly compacted at optimum molsbre content as requbrod In the sal report D. The water table shag be kept below and away ban the level of construction in all oases E The foundation bearing wrfoces aro to be kept dry and stable until the struebires are complete and ready for backI ling. CONCRETE A. Design and constriction shag be in accordance with Ad Building Codes, Ad 318 and Ad 301 -latest revision. ev B. AN concrete to develop strength requirements ss rated on foundation plana and in sal reports. C. NI concrete shall be stone aggregate. 0. See Architectural, Mechanical and Electrical drawings for sizes and locations of holes, deevee, regleta, washers, bolts, notches, drips, anchors, Inserts, atc E. Construction )outs between grade beams and wags and In dobe shall be keyed and doweled. Detals per Engineer where allowed F. Construction joints in walls shall not be allowed G. Use ale -entrained concrete of 5 - 7X air by volume. H. Cddum chloride shall not be used In any concrete or gout 3-26 POST, 3-2x8 POST - 9. DWENSION VERIFTCATKMOS: A. Verify all dimensions With architectural dmwngo. Any dhomponebs shag be directed to architect Dimensions shorn on archttectad (has,-ga supersede stracturd drawings dtnemixte.O GENERAL NOTES S. REINFORCEMENT: A. Deeigm, detata fdrkatkn and placement shall be n accordance 7. WOOD: A. Except as otherwise Indicated, comply With 'Maned for House Framing' by National Forest Products Association, ndudng rolling, 8. with Ad Codes and Manuals, Ad 37& 315-lotest revielon. Steil reinforcement shag be new, deformed billet steel, meeting anchorage, tram and bracing. Hem Fit No. for and jaw. ASTM Standard A.815 -(latest revision), for all rebars, (Rade 60. Shop drawings shill be marked oceordknglyc C. D. Use all Grade Marking - Each place of lumber shall bear the gads and C. Reinforcement in dl cede, grads beams and dobe shag be contnums aro nal comers a comer bas prodded. E trademark of the association under whose ries R la produced. Lumber - Sind be sand, thoroughly seasoned and free from warp. 0. Lap all tension splices per Ad 318-4atest revision. Claes 8 and all compression spikes 30 bar diameters, except as rated F. Unless otherwise indicated, provide &eased kmber, S4S, Kin dried. Moisture Content - NI lumber shall be kin -dried with a maximum E. Provide a minimum of 2-#5 bas nand openings, each face of &ted, extend 2'-0' beyond the opening, unless detailed otherwise. G. moisture content for structural lumber of 19X Plywood panels shall be Identified with gads trademark of APA and F. Provide concrete protection for reinforcement as fagows 3' C3 POST mast mWimnents of PS 1-83 and shag be the she and grads shown an pins Plywood shall be APA, COX rated sheathing grads 10. BRACED WALL LINESWRAP A. Braced wag panels are indicated an ironing plans. NI braced 1. Concrete poured against earth ........................ 2. Concrete poured in forms but exposed to ground or weather: PROVIDE 1/2' DIA, x 12' LONG Oriented strand board of equivalent rating may be substituted for WITH 2 LAYERS OF 30 LB, FELT WHERE THEY PASS THRU SLAB. (TYP.) (L Bas larger than IR .. .......................... 2 b. Bare #5 or smaller .............................. 1-1/2' H. plywood Preservative Treatment -Vinare lumber or plywood Is indicated as G. 3. Walls and dabs unless noted otherwise ................ t 1/2' Provide galvanized or plastic -footed accessories ford concrete 'Treated' or 'P.T.' or is spedNed herein to be treated, comply with the applicable requirements of the American Wood Preservers H. enrfaCe& exposed to weather or viers. Tack wekOng or welding of rebore shag not be permitted unless I. Bureau (AWPB). AN nags shag be corxnan or ring shack. PROVIDE A VOID SPACE BELOW PARTITIONS otherwise called for or approved by the engineer. J. AN lag bolts and nags exposed to weather shall be hot dipped 6. STRUCTURAL abrica: A. Design, fabrication and canetructlan shall be In accordance with the K. galvanized. Install fasteners without splitting of rood; predrill as required B. latest AISC Specifcotions All structurd sled shapes, plates and baa shag oanform to ASTM L Discard nits of material with defects which might impair the quality of the work, and nib which are too email to fabricate the Serial Designation A36 and all square and rectangular structural C. work with mnknum )Dints or the optimum joint arrangement. O tubing shag conform to ASTIR Sand Designation A500, Grade B. New and nsplked material shall be used throughout B. SUBMITTAL REQUIRDIENTS: A Submit premanufactured wood joists and mkro-km shop dr. wing& and C. All welding or gas cutting "I be In accordance with the current gypsum board an bath faces except Where noted on plan. calculations stamped by a State of Colorado registered Profeesknd ALL BASEMENT WALLS OVER 16'-0 LONG standards of the American Welding Society. NI welding and be SEE DETAIL Engineer prior to fabrication. Nall with 5d coder nags O 7' a.& (8d coder nab O 5/8' g)p. bel.). performed by certified welders qualified by the American Welding PRIOR TO PLACING BACKFILL AGAINST WRAP PIPE COLUMNS AND UTILITY LINES Society Tentative Standard Qualification Procedure, Use E70 verbs Solid blocking panels must be Installed above and below all D. electrodes. All bolted co necHons to have bolts conforming to ASTM A307. W/ 3 LAYERS OF 30 L.B. FELT WHERE THEY I i I E Provide form nag holes as required In d steel embedded in BASEMENT AND 1st FLOOR FRAMING --- PASS THRU SLAB. (TYPICAL) concrete. attached to scall pates and floor sheathing With minimum --- i 1 I I i 3-26 POST, 3-2x8 POST - 9. DWENSION VERIFTCATKMOS: A. Verify all dimensions With architectural dmwngo. Any dhomponebs shag be directed to architect Dimensions shorn on archttectad (has,-ga supersede stracturd drawings dtnemixte.O LEGEND — F❑UNDATI❑N NOTES PROVIDE BEAM POCKET AND GROUT O7 FIELD LOCATE PAD OR CAISSON UNDER IL Contractor to verify d dimensions detailed as such an 6owkgs SOLID AFTER BEAM IS SET, (TYPICAL ROOF OR DECK SUPPORT POST. PROVIDE TRU prior to fabrication of structural steel components. HDRw. EXCEPT WHERE NOTED). AT BASEMENT EA.HDR T K.S. 12 GA. POST BASE WITH 1/2' DIA. ANCHOR C. Architect approval must be secured prior to d enbatitritians LEVEL BEAMS PROVIDE 8' WIDE x 12' IRU BOLT FOR POST, PLACE POST BASE or changes. &rVDI 2 2x8 - HIGH x 5' DEEP BEAM POCKETS. C3 POST DIRECTLY ONTO PAD OR CAISSON & 10. BRACED WALL LINESWRAP A. Braced wag panels are indicated an ironing plans. NI braced !� PROVIDE 1/2' DIA, x 12' LONG WITH 2 LAYERS OF 30 LB, FELT WHERE THEY PASS THRU SLAB. (TYP.) wall panels to consist of 2x wall ironing members O 18' a.& with HDR. A307 ANCHOR BOLTS B MAX. 24' - 2-2x8 K.S - ------ 2-2x6 POST additional requkarm to per 2015 IRC. O.C. WITH MIN, 2 BOLTS PER PIECE. ® PROVIDE A VOID SPACE BELOW PARTITIONS S. Exterior Wooed we panels to be sheathed with 7/18' thick arcaded LOCATE ONE BOLT WITHIN 12' OF EA. OVER SLAB ON GROUND. DRYWALL OR strand toad naiad with 8d nab O 4' o.c. at panel edges and END OF EA. PIECE. (TYPICAL) PANELING TO BE APPLIED TO ALLOW VERT, C. 12' o.c. to Intermediate members. Interior braced wall panda to be sheathed With mnknum 1/2' O PROVIDE ADEQUATE WALL BRACING FOR MOVEMENT AT BOTTOMU COVER W/ MOULDING. '3'. gypsum board an bath faces except Where noted on plan. ALL BASEMENT WALLS OVER 16'-0 LONG SEE DETAIL Nall with 5d coder nags O 7' a.& (8d coder nab O 5/8' g)p. bel.). p PRIOR TO PLACING BACKFILL AGAINST WRAP PIPE COLUMNS AND UTILITY LINES D. Solid blocking panels must be Installed above and below all WALLS, DO NOT REMOVE BRACING UNTIL 9 W/ 3 LAYERS OF 30 L.B. FELT WHERE THEY I i I Interior braced wag panels In floor ironing. Blocking to be C POST BASEMENT AND 1st FLOOR FRAMING --- PASS THRU SLAB. (TYPICAL) --- attached to scall pates and floor sheathing With minimum --- i 1 I I i ARE IN PLACE, ---- -------- E AAlliext ria braced wall panels to be naiad to wag plates with ® SLAB TO HAVE POSITIVE SLOPE AWAY 10 PROVIDE 12' SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT cd . N horizontal edges blocked. Lower level ponds to attach to eM plate --- FROM BUILDING. PENETRATE SLAB, an foundation wall at lower edge and naiad to base plate of fist OS REFER TO DETAIL '1' FOR DEEP TRUSS F. level walls with edge haling requlroments Refer to 2015 IRC for additional requkaments BASEMENT WINDOW REINFORCING, (TYP.) ABOVE NOTES NM REFERENCED ©TURN DOWN SLAB EDGE 12' BELOW ON FOUNDATION PLAN DO NOT PRE -ENGIRD ROOF PRE-ENGWD ROOF FINISHED GRADE BY 8' WIDE, REINFORCE j APPLY TO THIS PLAN TRUSSES O 24 O.C. (TYP.) i WITH 1-#4 CONT, TOP AND BOTTOM. SUPPORT EDGE ON 8' OR 10'0 PIERS i, j TO BE i GIRDER TRUSS DRILLED TO SOLID BEARING AND MINIMUM GIRDER TRUSS REINFORCING I j 3 FEET DEEP (WHERE SHOWN). i ASTM A615 GRADE 60 I I UNLESS NOTED. i i Ie i 1 1 1-2x6 POST TO EA. 2x6 POST TO EA ------IHDR. alk 2-24 K.S. -------- --- 2-24 POST TRU HDRw. h OST EA.HDR T K.S. IRU - &rVDI 2 2x8 - K.S.IV z C3 POST - GIRDER HDR. h ------- l, - 2-2x8 K.S - ------ 2-2x6 POST j I I/ V , p P d yiy 2x4 N HUt POST I i j I i 1 I i I yyy��, P1s��.� 2x4 C POST --- --- ---- --- --- 1 i I i --- i 1 I I i --- of c b° 4-2x4 ---- -------- - --- i - --- 1Ad cd . N - --- d N y��jjjj TRUSS GIRDER GIRDER PRE -ENGIRD ROOF PRE-ENGWD ROOF j TRUSSES O 24' O.C. (TYP.) TRUSSES O 24 O.C. (TYP.) i i, j i GIRDER TRUSS GIRDER TRUSS i i I j i 4-2x4 POST I I zd O 4-2x4 POST aRTRUSSGIRDER IVa 1 I o< s d O i 5O Sf/, I l GIRDER TR USS }Olt ill I I 1N iOyt d C yA ' I I IC5 I I ' I I i I 1d i , j I i 1 i l j I 2x4 POST gRO72 TRUSS BRIMUSS 4-2x4POT o dd •N� II�,Ii Ilt I TRUSS iIIIIji 44 POS PRE -GRD ROOF PRE-ENGRD ROOF IP. RUSEO 2O.0T TRUSSES O 24' O.C. TIP. II'I Ii' I i .. .. i n-9rf, 'n4Zr TO EA. EA - 1 -24 POST TO EA. 1-2x6 POST TO EA. HDR. & 2-2x8 K.S. HDR. & 2-2di K.S HDR. B 2-2x6 K.S. PLAN "106" PLAN 'e106" PLAN "106" LOT 17 LOT 16 LOT 15 ROOF FRAMING PLAN 3h6"=1'-0" L REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES, 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR, OR 2x6 RAFTER MEMBERS SUPPORTED 2 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS. 5. REFER TO SITE SPECIFIC FDN. FOR CONSTRUCTION, \L wDR. & 2-2xtT K.S PLAN "106" LOT 14 Rs�E.i�734.7 PLAN "106" LOT 13 x10 HDR EXCEPT WH jTYPiCNOTDAt, ZdDASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT VMERE NOTED. (TYPICAL) 156M2T37iitcil -3-24 POST 3108 VA DATE FEB, 11, 2021 BY LW CHECKED JM of W heat CD 6yG"b`n9 001110c ROOF FRAMING PLAN 5 PLEX TOWNHOUSE BUILDING 11824, 11818, 11812. 11806 & 11800 WEST 52ND AVENUE LOTS 13, 14, 15, 16 & 17, BLOCK 1 HANCE RANCH TOWNHOMES WHEAT RIDGE, COLORADO REMINGT❑N HOMES STRUCTURAL ENGINEERS 6355 WARD ROAD, SUITE 308 a ARVADA, CO. 80004e 940-0996 SHEET NO. a CONC. SLAB ERE READ, A-#4 TOP & OT, CONT. o Z z POLY, ROUGHEN 3o PO m � _ w• a �4' VOID MAT'L. BTWN. a PADS. BEAR ON UNDIS-PROVIDE /5 x V-6' DWLS. TURBED SOIL, SEE 0 2'-0 MAX. (MIN. 2 OWLS. PLAN 1 IPER PAD) SECTION 'D' 1/2'=r -o BEAR ON LIND TURBED SOIL. TOP & CONT. MAT'L, BTWN. 2-#4 TOP, SEE WALL AT SPACE SECTION \ PROVIDE 15 x 2'-6' OWLS. O T-0 MAX. (MIN. 2 DOWELS PER PAD) FDN. WALL 3'-0 2-#4 X FOR 4'-0 LONG HAUNCH. (1 EA. FACE) EXTERIOR SLAB, SEE PLAN FOR DETAILS. SECTION 'E' 1/2'=1'-o DETAIL '2' (NO SCALE) CRAWL SPACE MASONITE OR 30 LB. FELT BOND BEAKER, CONT wI -rfvw 4' CONC. SLAB y I III III i PARTITION WHERE EQD. w SCREWS AS aFLAG READ. FOR NSTABILITYDRILLED HOLE j MOULDING, NAIL CONCRETE " " WOOD 2X, NAIL 001 1 SLAB TO SLAB I DETAIL '3' 1'=1'-0 BEAR ON UNDIS- TYPICAL CONSTRUCTION OF VOID TURBED SOIL, _ SPACE FOR PARTITIONS ON SLAB ill CONIC, SLAB ERE READ, TOP & BOT. (2 EA. FACE) ROUGHEN 4' VOID MAT'L. BTWN. SECTI❑N 'D SIM,' OVIDE /5 x 2'-6' OWLS. 2'-0 MAX (MIN. 2 OWLS. R PAD) 1/2'=1'-0 MASONITE OR 30 LB. FELT BOND BREAKER, CONT 4' CONIC. SLAB WHERE EQD. --� b I v CONC. SLAB ERE READ, TOP & HOT. (2 EA, FACE) 4' VOID MAT'L, BTWN, PADS, BEAR ON UNDIS- PROVIDE #5 x V-6' OWLS. TURBED SOIL. SEE O 2'-0 MAX. (MIN. 2 OWLS. PLAN 1 IPER PAD) SECTI❑N 'E SIM,' 1/2'=1'-O 16'-4' S'-8' 16'-4' 5'-8' 16'-4' 5'-8' 16'-4' 5'-8' 16'-4' 2'-10' 21'-6 1/2' 11' 21'-1' 11' 21'-1' 11' 21'-1' ill 21'-6 1/2' 22'-0' 22'-0' 22'-0' 16'-4' 10'-0' 12'-0' 10'-0' 12'-0' Il' -4' 5'-0' 5'-0' 11'-4' 12'-0' SIMPSON STHD10 SIMPSON STFIDIO STHD10 SIMPSON S7HD10 STRAPS IN FDN. STRAPS IN FDN. STRAPS IN FDN. STRAPS N FDN. MPSON ShID10 SIMPSON STHD10 APS IN FDN. TSIMPSON STRAPS N �. STEP BOT. OF z/f jv FDN. 8't r------ ------ -- STEP TOP aF --- ----- STEP BOL OF STEP TOP -- S1EP �T. ------ -- STEP TOP OF ------ STEP 80T. OF STEP TOP ------ ------ - ------ -- OF --- b --- o ----- -- OF --- o - NOTCH FDN. 12• MAX FOR FDN. 6'3 o FDN. 8't FDN. 7 1/2'1 FON. 7 1/2't FON. 5 1/2't FDN. 6 1/2't FDN. 6't , NOTCH FDN. tY MAX. FOR DOOR & MAINTAIN 18' MIN. S1 S1 iu� NOTCH FO,. 12' MAX FOR S1 S1 iu NOTCH FDN. 12' MAX FOR S1 Si N NOTCH FDN. 12' MAX FOR St S1 N DOOR A: MAINTAIN 18' AIN. B1wN. ROWS OF REINF. S1 Si BTWN. ROWS OF REINF. gM, i i DOOR h MAINTAIN 16' MN. DOOR h MAINTAIN i8' MN. yTM, DOOR do MAINTAIN 18' MN. SIM. TOP OF I , I BTWN. ROWS OF REINF. I I BTWN. ROWS OF REINF. I BTWN. ROWS OF REINF. CROSSHATCHING INDICATES PLACEMENT STEP TOP OF . 80t I I I I STEP TOP OF I , I , STEP TOP OF I 1 , I I STEP TOP OF 1 OF 4' VOD MAIL UNDER GRADE BEAM. FDN. 9't GARAGE I I FDN. t' -0't I 1 FDN. 1'-2't I FDN. t' -0't OMIT FTG. PN) do SEAL VOD W/ POLY. 1 4' CONC. SLAB ON GROUND I i I `o I I i it• WALL I I `o 1t' WALL CCN-) t1' WALL -7 , GARAGE , 11' WALL , , , `° ' $ O GARAGE GARAGE STEP TDP OF 4' CONIC, SLAB ON GROUND 16' FTG. PAD TYP. EXCEPT WHERE NOTED i t o 1 1 � 4 CONC. SLAB ON GROUND I, , 4 CONC. SLAB ON GROUND 1 1, FDN. 1'-8•t " i " ® i " ® i GARAGE 6' WALL TYPICAL EXCEPT WHERE NOTED i i I 4' CONC. SLAB ON GROUND STEP BOT OF 80T. OF I I STEP BOL OF i I cu I I '" I STEP BOL OF I i I N i N l I '" I I STEP BOL OF I I I N I o 1 I STEP 80T. OF i I iu I l o MN. i' -6'f I FDN. V -0't i l o FDN. i' -0'f o FON. t' -2't FDN. 1'-11 7'-4' 8'-0' 14'-0' 8'-0' 14'-0' 8'-0' 14'-0' 8'-0' 14'-0'� 8'-0' 7'-4' ------------ --- -- ---- 22'-0' ------------ -- - ----- 22'-0' ------------ 22'-0' ------ ---- ------------ 15'-4' --- ------- ----------- --- ------- f___ _______ ___________� I i r__ i __ ____- STEP BOL of ____-______r I r____ I 4xxxxxxxx ______ STEP BOL OF =f ___-_______r I r__ ___________� I STEP BOT OF I i r__ i ________ ___________, STEP BOT. OF 1 i FDN. 8't I . 9 i/2't 1 1 1 FDN. 3 1/2't i' . t'-1•trF I S1 S1 Si Sl I 1 Si Si St Si I Sl S1 Sl S1 S1 Si I S1 Si S1 St ' �M'' ' �"'' CRAWL SPACE ' CRAWL SPACE'' CRAWL SPACE CRAWL SPACE CRAWL SPACE I I i i I I 2 I iu I I I I V MADE x 6' i l 4' NIDE x 9 1/2' I C NIDE x 3 1/2' I 4• WIDE x 1'-1' I I SIM. Z HIGH LEDGE .,_ i HIGH LEDGE I HIGH LEDGE i _I,_ HIGH LEDGE Nt U N " ;'; PORCH m PORCH STEP BOL OF r �— r I I c r WON. i' -0'f STRAP N F D10 STRAPS IN FDN. I I STRAPS F D10 STRAPS IN FON. I PORCH I STRAPS S1HD70 STRAPS IN FDN. I PORCH I I :o STEP 801. OF SIMPSON STHDIO STRAPS N FDN. i STEP BOT OF SIMPSON STHD10 STRAPS IN FDN. i j j FDN. 3 1/2'f o i FON. 1'-1•t //-.PORCH i b BDT. OF i o STEP BOT OF ^ SISI J I n FDN. 8't ' + ' I FDN. 9 1/Yt ---� �- I �- - --- --- t _J , WHO WM3 STEP BOT. OF 1 FDN. 1'-0't r_ _r __•_ _r i ._q. IH .a 1 o I r___r __•_ 12,_q, b.i i I ,_4. I8,1 `0 Ig.l ._q1 m `0 HI 2._4% i io i j L L -- --J I 4 i l r- 4 i 4 1 r- _ I _ _ -� !}. • J 1. •I I J 1 I 1 1 ' J 1 i ;p i I I 1. r• .D i= I• L I• ' r . - i I' r • . i• I r i— • I • = I• J_ 1_ � - -- O� �-- o I 1 TOP OF :. I TOP OF " ' SISI STEP TOP aF 4'-2' i'_6' '-4 i/2 I St S1 STEP TOP DF Y-6- 4'_2• i'-6' '-4 i/2 I Sl St STEP TOP OF 4'_2' 1'_6' 7'_8' i'_6' 4,_2' '-4 1/2' 1'-6' 4'-2' . 8' SISI FDN. 8' 1 FDN. 8' FDN. 8' M M APS IN FDN. APS IN FDN. 3'-6' 3 -0� 3 -5' 3 0' I 3'-5' 3'-0' 3 -0' _0• 2'-0 1/2' 2'-0 1/2' 2'-0'1/2' '-2 '-0' 6'-0' 3'-0' 2'-8' 2'-10' 3'-0' '-o' 6'-5 1/2' 3'-0' 2'-8' 2'-10' 3'-0' '-0' 6'-5 i/2' 3'-0' 2'-8' 3'-3' 6'-6' 3'-3' 2'-8' 3'-0' 6'-5 i/2' '-0' 3'-0' 2'-l0' 2'-8' 3'-0' l'-6' 11'-0' 9'-0 1/2 V-6' 11'-5 1/2' 9'-0 1/2' V-6' 11'-5 1/2' 19-0' 11'-5 22'-0' 22'-0' 22'-0' 22'-0' 22'-0' PLAN "106" LOT 17 PLAN "106" LOT 16 UNIT "106" LOT 15 FOUNDATION PLAN 1. REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SITE SPECIRC FON. FOR CONSTRUCTION. UNIT "106" LOT 14 UNIT "106" LOT 13 LEGEND — F❑UNDATI❑N NOTES OPROVIDE BEAM POCKET AND GROUT Oj FIELD LOCATE PAD OR CAISSON UNDER SOLID AFTER BEAM IS SET. (TYPICAL ROOF OR DECK SUPPORT POST, PROVIDE EXCEPT WHERE NOTED). 12 GA. POST BASE WITH 1/2' DIA. ANCHOR BOLT FOR POST, PLACE POST BASE O PROVIDE 1/2' DIA. x 12' LONG DIRECTLY ONTO PAD OR CAISSON & A307 ANCHOR BOLTS 2 MAX. 18' WRAP WITH 2 LAYERS OF 30 LB. FELT O.C. WITH MIN. 2 BOLTS PER PIECE. WHERE THEY PASS THRU SLAB. (TYP.) LOCATE ONE BOLT WITHIN 12' OF EA, END OF EA, PIECE,(TYPICAL)® PROVIDE A VOID SPACE BELOW PARTITIONS O3 PROVIDE ADEQUATE WALL BRACING FOR OVER SLAB ON GROUND, DRYWALL OR ALL DEEP WALLS OVER 16LONG PANELING TO BE APPLIED TO ALLOW VERT. MOVEMENT AT BOTTOM) COVER W/ MOULDING, PRIOR TO PLACING BACKFILL AGAINST SEE DETAIL '3'. WALLS. DO NOT REMOVE BRACING UNTIL BASEMENT SLAB & 1st FLOOR FRAMINGO WRAP PIPE COLUMNS AND UTILITY LINES ARE IN PLACE, W/ 3 LAYERS OF 30 LBS FELT WHERE THEY OSLAB TO HAVE LAB, (TYPICAL) IVE SLOPEPASS AWAY FROM BUILDING. 10 PROVIDER 2SY SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT OS REFER TO DETAIL '1' FOR DEEP PENETRATE SLAB, BASEMENT WINDOW REINFORCING, (TYP,) ©TURN DOWN SLAB EDGE 12' BELOW JABOVE NOTES Z{QL REFERENCED FINISHED GRADE BY 8' WIDE. REFORCE ON FOUNDATION PLAN DO NOT IN WITH L-#4 CONT. TOP AND BOTTOM. APPLY TO THIS PLAN. SUPPORT EDGE ON S' OR 10'0 PIERS MIN. 3 FEET DEEP & TO SOLID BEARING. (WHERE SHOWN) i 1, LIVE LOADS USED IN DESIGN, A. ROOF (SNOW) --------------------------------30 PSF B. FLOORS ------------------------------------40 PSF C. LATERAL EARTH PRESSURE ---------------------75 PCF 2, CONCRETE, REFER TO SOIL REPORT FOR CEMENT TYPE, A. ALL CONCRETE SHALL DEVELOP 4,000 PSI MINIMUM COMPRESSIVE STRENGTH 8 28 DAYS (4,500 PSI WHERE READ, SEE SOIL REPORT). B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60, LAP BARS 24' MINIMUM AT SPLICES, MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEPDOWNS. STAGGER SPLICES, C. REINFORCING ALTERNATE, 1-#4 GRADE 60 MAY BE REPLACED WITH 1-1115 GRADE 40, 3. STEEL, A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS SHALL CONFORM TO ASTM A53 (GRADE B) OR A501. B. ADJUSTABLE PIPE COLUMNS TO BE 11 GA. MINIMUM AND BE LOAD RATED FOR 14,600 LBS, MINIMUM AT 7'-0 HEIGHT. ADJUSTABLE COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -2411', 4. FOUNDATION SOIL CRITERIA, DESIGN BASED ON RECOMMENDATIONS BY CTL/THOMPSON, INC., PROJECT NO. DN50,047-120-R1, RECOMMENDATIONS IN THE REPORT SHOULD BE FOLLOWED. MAXIMUM SOIL BEARING PRESSURE = 3,000 PSF (DL+LL) MINIMUM DEAD LOAD PRESSURE = 1,000 PSF (WHERE POSSIBLE) 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. REINFORCING TO BE ASTM A615 GRADE 60 UNLESS NOTED. CONT. -0 O 16' O.C. SECT. 'A' OR 'E• ON S-2 FOR ADVL LEDGE DET. <NO SCALE) (3000/1000) From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Tuesday, March 9, 20214:46:07 PM New Single -Family TOWNHOME UNIT THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Has the Master Plan Yes been approved for this project? Name of Project Hance Ranch PROPERTY INFORMATION Property Address - 11824 West 52nd Avenue Only enter one unit on this application Property Owner Name Remington Homes Property Owner Phone 303-435-3850 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email sknoll@remingtonhomes.net Address PLAN REVIEW CONTACT INFORMATION What is your role? Owner, Project Manager, General Contractor Business Name Remington Homes Main Contact Name for Steve Knoll Plan Review Contact Phone Number 303-435-3850 (enter WITH dashes, eg 303-123-4567) Contact Email Address sknoll@remingtonhomes.net for Questions/Comments Retype Contact Email sknoll@remingtonhomes.net Address DESCRIPTION OF WORK Detailed Scope of New single family townhome - 3 -story, 3 bedroom, 3.5 bath - Work - Example: New 1,936 sq ft total (Plan 106, Lot 13 Block 1) single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of 17936 New Construction Foundation Plans for Structurals.pdf Specific Building Elevations of Building Elevations.pdf Site Plan showing Unit 1211-1627 BO1 L13-17.pdf Highlighted Floor plan of Unit A2-4.pdf Construction Plans Field not completed scanned on 11"x17" or larger 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. 1 Square Feet Price Per Sq Ft Total Calc Valuation Change Project Value (contract 216, 521 Living Space 1959 $122.46 $239,899.14 Unfinished Basement 0 $22.45 $0.00 value or cost of ALL Finished Basement 0 $32.45 $0.00 Garage 423 $48.30 $20,430.90 materials and labor) Porch, Deck Patio 90 $22.00 $20,430.90 2472 $280,760.94 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. 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. Person Applying for Steve Knoll Permit Email not displaying correctly? View it in your browser. Permit may be ISSUED; all required documentation has been received and approved. Dave Brossman, Development Review Engineer, 03/17/2021 Prior to issuance of the last C.O. for the building, a Grading Certification Letter shall be required from the Engineer of Record certifying that the final grading has been completed and is in general Conformance with the approved Grading Plan, and that the drainage shall function per the Final Drainage Report/Plan. City of COMMER CIA LIMUL TI- FA MIL Y �7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW COMMUNITY Date: 03/16/2021 Location: 11824 W 52nd Avenue ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a New single family townhome located at the above referenced address. Please note the comments checked below. 1. ✓ Site Survey: ✓ OK Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required ✓ Yes No b. Drainage Letter and Plan required ✓ Yes No C. Site drainage/grading have been reviewed and are: ✓ OK Not OK; see stipulations 3. ✓ CDPS Permit & SWNIP Approved: ✓ Yes No _ N/A 4. ✓ Public Improvements to be comnleted: a. street paving/patching: ✓ Yes No b. curb & gutter/drivecut ✓ Yes No C. sidewalk: ✓ Yes No d. standard street lights: ✓ Yes _ No e. pedestrian lights: ✓ Yes _ No f. storm sewer: ✓ Yes No g. Letter of Credit (LOC) required: ✓ Yes No h. Funds in lieu of construction: TT Yes ✓ No If an LOC or funds in lieu of are required, has it been received? Yes No 5. ✓ SIA/PIA required and received 6. ✓ Traffic impact analysis required & approved: ✓ Yes No ✓ Yes No 7. ✓ If yes, was it approved by the Director of Public Works? ✓ Yes No 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes No If not, what is required: N/A If R.O.W. is required, has the deed been received? ✓ Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. DigDatleal202903.16163204 06'00'' 03/16/2021 Signature Date 10._a Stipulations: A Grading Certification accompanied by an ILC or updated CCP w/ spot elevations shall be required prior to issuance of the final C.O. for the building. 11. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage/Grading Certification Letter with by As -Built plans or updated CCP shall be required prior to the issuance of the Certificate of Occupancy. Rev 04/2020 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: 03/16/2021 Location of Construction: 11824 W 52nd Avenue Purpose of Construction: New single family townhome Single Family El 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 '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 Pennit issuance): $100.00 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: 03/16/2021 ADDRESS: 11824 W 52nd Avenue 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 dbrossman@ci.wheatridge.co.us Sincerely, Digitally signed by David F. Brossman Date: 2021.03.16 16:33:37 -06'00' Signature CC: File w .ci.wheatridgexo.us Rev 0420