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11871 W 51st Avenue
202100991-11871 W 51 st Ave-SFD City of ]R ,r ge COMMUNITY DEVEIAPMENT "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer MTheisen Date 06/08/2021 Reviewed by the City of Wheat Ridge Engineering Division APPROVED BY: DFB, Development Review Engineer DATE: 05/21/2021 COMMENTS: A Grading Certification with ILC or updated CCP required prior to issuance of the last C.O. for the building. Reviewed for Zoning Compliance by the �L A, City of Wheat Ridge Planning Division =ii/ APPROVED BY DATE: 6/8/2021 complies with COMMENTS: complies masters and site plan FRONT ELEVATION V4'■1'-O' LEFT ELEVATION 1%,-F-0' FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT EtRACKETS 3. Ix6 SHINGLE STRIP OVER Ix8 SUB -FASCIA 4. PRE -FINISHED CUTTERS OVER Ix6 FASCIA OVER NO SUB -FASCIA 5. HARDBOARD SOFFIT. RE :ROOF PLAN FOR VENTING 6. HORIZONTAL LAP SIDING T. SOLID PANEL SIDING WITH VERTICAL BATTENS. 8. IX TRIM AROUND ALL DOORS AND WINDOWS 3 Ix4 COMER TRIM 10. SYNTHETIC STONE VENEER 11. STONE SILL/STONE CAP 12. 1 x 12 TRIM M. 16' x T OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN B. METAL PORCH RAILING 16. DECORATIVE GABLE VENT 1`7. EXTERIOR LIGHT FIXTURE 18. CONCRETE PATIO/PORCH 1% 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. 6X6 WOOD SUPPORT BRACKET 26. Ix6 TRIM 21. LINE OF CEILING Cn w O o` W heat V= E a,/R,i9co O �N z ^ O a 9 O 1 11.15.19 MASTER SET 25 2 1.22.20 SET UPDATES 3 5.07.20 REVISION 4 6.26.20 CODE UPDATES Project Architect Project Designer Date Job Number Drawn By Checked By TOMPOSITE BLDG ELEVATIONS Sheet Number TRIPLEX A3=1 101 1 PLAN 108 1 PLAN 101 REAR ELEVATION 1/4'■I'-m' RIGHT ELEVATION 3/16'•1'-0' FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT SRACICETS 3. Ix6 SHINGLE STRIP OVER Ix8 SUB -FASCIA 4. PRE -FINISHED GUTTERS OVER Ix6 FASCIA OVER IxS SUB -FASCIA 5. HARDBOARD SOFFIT. RE :ROOF 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 II. STONE SILL/STONE CAP 12. Ix 12 TRIM 13. 16'x 1' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCH RAILING 16. DECORATIVE GABLE VENT M. EXTERIOR LIGHT FIXTURE 18. CONCRETE PATIO/PORCH 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 Cn W 0 o` W heat . BG�a`n9 �c 0�5 O �N z ^ O Psi 9 O H 1 11.15.19 MASTER SET 25 2 1.22.20 SET UPDATES 3 5.07.20 REVISION 4 5.26.20 CODE UPDATES Project Architect Project Designer Date Job Number Drawn By Checked By TOMPOSITE BLDG ELEVATIONS Sheet Number TRIPLEX A3=2 T1 V4'■I'-0' ROOF PLAN NOTES 1. FIELD VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS W1 OUNER PRIOR TO INSTALLATION fROOF FLAN LEGEND DOWNSPOUT LOCATION NI FIELD VERIFY LOCATION 2 1.22.20 SET UPDATES 5" PREFINISHED 0 GUTTER SYSTEM ROOF VENT MINIMUM ❑ VENTING: 51 SQ. IN. NET FREE AREA .............................. PLAN SEPARATION, NO ROOF PENETRATIONS WITHIN 4'-0" EACH SIDE ------------ Project Architect Project Designer Date Job Number Drawn By Checked By Titre ROOF PLAN/ ELEVATIONS TRIPLEX Sheet Number GARAGE G2=2 V4'■I'-0' ROOF PLAN NOTES 1. FIELD VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS W1 OUNER PRIOR TO INSTALLATION fROOF FLAN LEGEND DOWNSPOUT LOCATION • FIELD VERIFY LOCATION 2 1.22.20 SET UPDATES 5" PREFINISHED 0 GUTTER SYSTEM ROOF VENT MINIMUM ❑ VENTING: 51 SQ. IN. NET FREE AREA .............................. PLAN SEPARATION, NO ROOF PENETRATIONS WITHIN 4'-0" EACH SIDE ------------ 9� V4'■I'-O" it� PLAN 101 L PLAN 108 1_ PLAN 101 PLAN 101 ROOF PLAN 108 ROOF GARAGE REAR ELEVATION V4"•I'-O" V4'■I'-O' 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 5. 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 S. Ix4 CORNER TRIM 10. SYNTHETIC STONE VENEER 11. STONE SILL/STONE CAP 12. 1 x 12 TRIM 13. 16'x I' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCH RAILING 16. DECORATIVE GABLE VENT 11. EXTERIOR LIGHT FIXTURE IS. CONCRETE PATIO/PORCFi 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. FIRE -CAST STONE HEADER 24. WINDOW TRIM AT STONE VENEER 25. 6X6 WOOD SUPPORT BRACKET 26. Ix6 TRIM 21. LINE OF CEILING 0f W heat „' 11 � Cn W O O �N z ^ O Psi 9 O H 1 11.15.19 MASTER SET 25 2 1.22.20 SET UPDATES 3 5.07.20 REVISION 4 6.26.20 CODE UPDATES Project Architect Project Designer Date Job Number Drawn By Checked By Titre ROOF PLAN/ ELEVATIONS TRIPLEX Sheet Number GARAGE G2=2 ak- V4•rl'-0" I WINDIOW SCHEDULE ©[Vim STANDARD FLAG NOTES: CONCRETE � Gam' � � • • 2 CONCRETE SLAB, 84424 TURNDOWN EDGE W PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 �� FRAMING • rMr• 00 22• x 30" ATTIC ACCESS v• 00 8 • _� I ISI I■I Il 1. . � lay r r 12 CANTILEVERED WINDOW BOX WITH SHELF Job Number AT WINDOW SILL 13 SHOVER SEAT •:• • • r.r 00 DIRECT VENT SEALED COMBUSTION WATER HEATER r DIRECT VENT FORCED AIR FURNACE WITH 4'-0" x 4'-0" x 6" CONCRETE PAD k 1. - INSTALL PER MANUFACTURER SPECIFICATIONS In li IL_ k 1. PLUMBING/MECHANICAL 5'-31 — 4'-O" 20 30x60 TUB WITH HK"H CERAMIC TILE SURROUND 21 SHOVER BABE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 5 OPTIONAL DROP -N LAUNDRY 81W T WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 ©�� �I EQUIPPED WITH CONTROL VALVES TO LIMIT WATER r.r• 00 INTERIOR Y.r I =GAY 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF I � � 5 - SHELVES -SEE PLAN FOR SIZE 29 (5) PANTRY SHELVES 30 34"(min-38'Ymex) HIIGH HANDRAIL 31 3611(min) GUARDRAIL w/ LESS THAN 40 OLEO 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE I DISHWASHER 35 REFRIGERATOR (OPTIONAL) II 36" BASE CA51NETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HARDWARE 39 PROVIDE 5/8" TYPE "X" GELS. AT GARAGE/RESIDENCE SEPARATION 40 PROVIDE 1/2" WATERPROOF GYP BRD. (UP TO 120) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED PER MFG'S REO"O ENDATIONS WAATLL PANELS IN Si O= A �ZOWER AREAS AND 41 SHELF BELOW 42 OPTIONAL CABINETS 43 OPTIONAL LAUNDRY SINK (NOT AVAILABLE M Lo 44 KNEE WALL W/ WOOD CAP 45 PROPOSED STORM SUMP m MIN �c m' I n n I A O — — — s — — I T I I I a FEW 0 v m I . V4•rl'-0" I WINDIOW SCHEDULE ©[Vim STANDARD FLAG NOTES: CONCRETE � Gam' � � • • 2 CONCRETE SLAB, 84424 TURNDOWN EDGE W PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 �� FRAMING • rMr• 00 22• x 30" ATTIC ACCESS v• 00 8 • r.r• 00 10 1. . � lay r r 12 CANTILEVERED WINDOW BOX WITH SHELF Job Number AT WINDOW SILL 13 SHOVER SEAT •:• • • r.r 00 DIRECT VENT SEALED COMBUSTION WATER HEATER r DIRECT VENT FORCED AIR FURNACE WITH 4'-0" x 4'-0" x 6" CONCRETE PAD k 1. - INSTALL PER MANUFACTURER SPECIFICATIONS In li IL_ k 1. PLUMBING/MECHANICAL 5'-31 — 4'-O" 20 30x60 TUB WITH HK"H CERAMIC TILE SURROUND 21 SHOVER BABE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 5 OPTIONAL DROP -N LAUNDRY 81W 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 ©�� EQUIPPED WITH CONTROL VALVES TO LIMIT WATER r.r• 00 INTERIOR - - 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF I � � 5 - SHELVES -SEE PLAN FOR SIZE 29 (5) PANTRY SHELVES 30 34"(min-38'Ymex) HIIGH HANDRAIL 31 3611(min) GUARDRAIL w/ LESS THAN 40 OLEO 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIGERATOR (OPTIONAL) 36 36" BASE CA51NETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HARDWARE 39 PROVIDE 5/8" TYPE "X" GELS. AT GARAGE/RESIDENCE SEPARATION 40 PROVIDE 1/2" WATERPROOF GYP BRD. (UP TO 120) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED PER MFG'S REO"O ENDATIONS WAATLL PANELS IN Si O= A �ZOWER AREAS AND 41 SHELF BELOW 42 OPTIONAL CABINETS 43 OPTIONAL LAUNDRY SINK (NOT AVAILABLE M 4F 44 KNEE WALL W/ WOOD CAP 45 I 11 DOOR SCHEDULE ©[Vim STANDARD FLAG NOTES: CONCRETE .� Gam' � � • • 2 CONCRETE SLAB, 84424 TURNDOWN EDGE W PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 �� FRAMING • rMr• 00 22• x 30" ATTIC ACCESS v• 00 8 • r.r• 00 10 1. . � lay r r 12 CANTILEVERED WINDOW BOX WITH SHELF Job Number AT WINDOW SILL 13 SHOVER SEAT •:• • • r.r 00 DIRECT VENT SEALED COMBUSTION WATER HEATER r DIRECT VENT FORCED AIR FURNACE WITH 4'-0" x 4'-0" x 6" CONCRETE PAD k 1. - INSTALL PER MANUFACTURER SPECIFICATIONS In li IL_ k 1. PLUMBING/MECHANICAL 5'-31 — 4'-O" 20 30x60 TUB WITH HK"H CERAMIC TILE SURROUND 21 SHOVER BABE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 5 OPTIONAL DROP -N LAUNDRY 81W 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 ©�� EQUIPPED WITH CONTROL VALVES TO LIMIT WATER r.r• 00 INTERIOR - - 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF I � � 5 - SHELVES -SEE PLAN FOR SIZE 29 (5) PANTRY SHELVES 30 34"(min-38'Ymex) HIIGH HANDRAIL 31 3611(min) GUARDRAIL w/ LESS THAN 40 OLEO 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIGERATOR (OPTIONAL) 36 36" BASE CA51NETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HARDWARE 39 PROVIDE 5/8" TYPE "X" GELS. AT GARAGE/RESIDENCE SEPARATION 40 PROVIDE 1/2" WATERPROOF GYP BRD. (UP TO 120) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED PER MFG'S REO"O ENDATIONS I R PLAI PLAN 107 ---- ---- -- --------- ---- ---- -- I 2 1660 S7 .76w A/d ]660 7exm w .moi BELOW STAIRS )STORAlGE va"•I'-0" PLAN 107 PLAN 107 TV - • LS. LB=L ,=.11 .UIQ STANDARD FLAG NOTES: CONCRETE I .�.�_- la• r r � � • SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAB, 84424 TURNDOWN EDGE W PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING 5 30" x 36" CRAWL SPACE ACCESS WITH LADDER TO SLAB BELOU! 6 22• x 30" ATTIC ACCESS T LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE r�71=_- lay r r e�71=_- lay r r 10 1 ® j lay r r 12 CANTILEVERED WINDOW BOX WITH SHELF Job Number AT WINDOW SILL 13 SHOVER SEAT WYA.C. / FIREPLACES I RADON CONTROL VENT AND CHASE B DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORCED AIR FURNACE WITH 4'-0" x 4'-0" x 6" CONCRETE PAD k 1. - INSTALL PER MANUFACTURER SPECIFICATIONS In li IL_ k 1. PLUMBING/MECHANICAL 5'-31 — 4'-O" 20 30x60 TUB WITH HK"H CERAMIC TILE SURROUND 21 SHOVER BABE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 5 OPTIONAL DROP -N LAUNDRY 81W 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 � EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXIMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF I � � 5 - SHELVES -SEE PLAN FOR SIZE 29 (5) PANTRY SHELVES 30 34"(min-38'Ymex) HIIGH HANDRAIL 31 3611(min) GUARDRAIL w/ LESS THAN 40 OLEO 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIGERATOR (OPTIONAL) 36 36" BASE CA51NETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HARDWARE 39 PROVIDE 5/8" TYPE "X" GELS. AT GARAGE/RESIDENCE SEPARATION 40 PROVIDE 1/2" WATERPROOF GYP BRD. (UP TO 120) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED PER MFG'S REO"O ENDATIONS WAATLL PANELS IN Si O= A �ZOWER AREAS AND 41 SHELF BELOW 42 OPTIONAL CABINETS 43 OPTIONAL LAUNDRY SINK (NOT AVAILABLE M 4F 44 KNEE WALL W/ WOOD CAP 45 PROPOSED STORM SUMP m �c m' I n n I A O — — — s — — I T I I I a I . `II ■ !u�:v BELOW STAIRS )STORAlGE va"•I'-0" PLAN 107 PLAN 107 TV le''I M rn" % KIT CRAWL SPACE FLOOR PLAN 1/4"44" PLAN 107 M .Aru POR K eNc ilc —�— xrrMuae CaP wee -MALL OvralWLMp MLMIM -CONN two" n11e10010fi M lum -NnMl lrH5lMO4 W,QML MNMM Nae M10e46/01MCL MMaMMMLLe 100mexIM® 40 R.'aNOi lel ROMCF11e LMNR IMOr mrIMIMMPINOWn RACO MMINVO e r - • LS. LB=L ,=.11 .UIQ STANDARD FLAG NOTES: CONCRETE I .�.�_- la• r r 3 5.07.20 REVISION SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAB, 84424 TURNDOWN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING 5 30" x 36" CRAWL SPACE ACCESS WITH LADDER TO SLAB BELOU! 6 22• x 30" ATTIC ACCESS T LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE r�71=_- lay r r e�71=_- lay r r 10 1 ® j lay r r 12 CANTILEVERED WINDOW BOX WITH SHELF Job Number AT WINDOW SILL 13 SHOVER SEAT WYA.C. / FIREPLACES I RADON CONTROL VENT AND CHASE B DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORCED AIR FURNACE WITH 4'-0" x 4'-0" x 6" CONCRETE PAD k 1. - INSTALL PER MANUFACTURER SPECIFICATIONS 0 k 1. PLUMBING/MECHANICAL 5'-31 — 4'-O" 20 30x60 TUB WITH HK"H CERAMIC TILE SURROUND 21 SHOVER BABE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 5 OPTIONAL DROP -N LAUNDRY 81W 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 � EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXIMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF I � � 5 - SHELVES -SEE PLAN FOR SIZE 29 (5) PANTRY SHELVES 30 34"(min-38'Ymex) HIIGH HANDRAIL 31 3611(min) GUARDRAIL w/ LESS THAN 40 Z_ 2 j 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIGERATOR (OPTIONAL) 36 36" BASE CA51NETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HARDWARE 39 PROVIDE 5/8" TYPE "X" GELS. AT GARAGE/RESIDENCE SEPARATION 40 PROVIDE 1/2" WATERPROOF GYP BRD. (UP TO 120) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED PER MFG'S REO"O ENDATIONS WAATLL PANELS IN Si O= A �ZOWER AREAS AND 41 SHELF BELOW 42 OPTIONAL CABINETS 43 OPTIONAL LAUNDRY SINK (NOT AVAILABLE M 4F 44 KNEE WALL W/ WOOD CAP 45 PROPOSED STORM SUMP �c m' I n n I — — — s — — I I I I le''I M rn" % KIT CRAWL SPACE FLOOR PLAN 1/4"44" PLAN 107 M .Aru POR K eNc ilc —�— xrrMuae CaP wee -MALL OvralWLMp MLMIM -CONN two" n11e10010fi M lum -NnMl lrH5lMO4 W,QML MNMM Nae M10e46/01MCL MMaMMMLLe 100mexIM® 40 R.'aNOi lel ROMCF11e LMNR IMOr mrIMIMMPINOWn RACO MMINVO e r - • LS. LB=L ,=.11 .UIQ STANDARD FLAG NOTES: CONCRETE I .�.�_- la• r r 3 5.07.20 REVISION SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAB, 84424 TURNDOWN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING 5 30" x 36" CRAWL SPACE ACCESS WITH LADDER TO SLAB BELOU! 6 22• x 30" ATTIC ACCESS T LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE r�71=_- lay r r e�71=_- lay r r 10 e�71=_- lay r r 12 CANTILEVERED WINDOW BOX WITH SHELF Job Number AT WINDOW SILL 13 SHOVER SEAT WYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE B DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORCED AIR FURNACE WITH 4'-0" x 4'-0" x 6" CONCRETE PAD k 1. - INSTALL PER MANUFACTURER SPECIFICATIONS 0 k 1. PLUMBING/MECHANICAL 19 FLOOR DRAM 20 30x60 TUB WITH HK"H CERAMIC TILE SURROUND 21 SHOVER BABE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP -N LAUNDRY 81W 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 WASTE WALL KEY: EXTERIOR WALLS _w 2x6 STUDS a 16" O.C. W/ 1/1" GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS a 16" O.C. W/ 5/8• TYPE 'X' GYP BOARD (UNIT SIDE) AND SHAFT LINER BETWEEN UNIT SEPARATION WALLS 2x4 STNS • 16" O.C. W/ 1/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE INTERIOR WALLS S 2x4 STUDS a 16. O.C. W/ 1/2" GYP BOARD EACH SIDE - UNLESS NOTED OTHERWISE STONE OR MASONRY VENEER W STANDARD FLAG NOTES: CONCRETE I CONCFETE SLAG W/ EXPANSION JOINTS 3 5.07.20 REVISION SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAB, 84424 TURNDOWN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING 5 30" x 36" CRAWL SPACE ACCESS WITH LADDER TO SLAB BELOU! 6 22• x 30" ATTIC ACCESS T LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN PROM CEILING - SEE PLAN FOR HT. 10 DRYWALL SCLIARE OPENING - 8'-0" AFF II 34 Inn HIGH WALL W/ FLUSH C0 NTEWOP 12 CANTILEVERED WINDOW BOX WITH SHELF Job Number AT WINDOW SILL 13 SHOVER SEAT WYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE B DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORCED AIR FURNACE WITH 4'-0" x 4'-0" x 6" CONCRETE PAD M OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS 0 D 4.03V€NT - MAXEXLRR - THROW -4 WALL PLUMBING/MECHANICAL 19 FLOOR DRAM 20 30x60 TUB WITH HK"H CERAMIC TILE SURROUND 21 SHOVER BABE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP -N LAUNDRY 81W 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 TUB, SHOWER TUM/SHOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXIMUM 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'Ymex) HIIGH HANDRAIL 31 3611(min) GUARDRAIL w/ LESS THAN 40 BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIGERATOR (OPTIONAL) 36 36" BASE CA51NETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HARDWARE 39 PROVIDE 5/8" TYPE "X" GELS. AT GARAGE/RESIDENCE SEPARATION 40 PROVIDE 1/2" WATERPROOF GYP BRD. (UP TO 120) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED PER MFG'S REO"O ENDATIONS WAATLL PANELS IN Si O= A �ZOWER AREAS AND 41 SHELF BELOW 42 OPTIONAL CABINETS 43 OPTIONAL LAUNDRY SINK (NOT AVAILABLE M ALL PLANS) 44 KNEE WALL W/ WOOD CAP 45 PROPOSED STORM SUMP WALL KEY: EXTERIOR WALLS _w 2x6 STUDS a 16" O.C. W/ 1/1" GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS a 16" O.C. W/ 5/8• TYPE 'X' GYP BOARD (UNIT SIDE) AND SHAFT LINER BETWEEN UNIT SEPARATION WALLS 2x4 STNS • 16" O.C. W/ 1/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE INTERIOR WALLS S 2x4 STUDS a 16. O.C. W/ 1/2" GYP BOARD EACH SIDE - UNLESS NOTED OTHERWISE STONE OR MASONRY VENEER W o` W heat O �N ^ O a I� O 1 11.15.19 MASTER SET 25 2 1.22.20 SET UPDATES 3 5.07.20 REVISION 4 6.26.20 CODE UPDATES Project Architect Project Designer Date Job Number Drawn By Checked By TIUe 3-PLEX FLOOR PLANS Sheat Number PLAN 107 A21=1 UPPER LEVEL FU V4'rl'-0' F, WINDOW SCHEDULE 0m , ■ sk ©01•:• • • rr*- 00 ,Y I I � KIT I 0 •:r • • r■r-- 00 0 •:r • • r♦.. ©�� I r oiQ •:• r : • . rr�- N ' I FLOOR PLANS Sheat Number PLAN 108 A2-2 �- If •1111_- V -T' 0 •• r r � r ��� - �➢ice' :' 1 rvr- o017MMi,=72M I T'-9' 14'-0• �ffm�� I 0 • . •W17,, r R - I I NOT AVAILABLE M ALL PLANS) 44 KNE WALL W/ WOOD GAP 45 F DOOR IR SCHEDULE 0m lli�a� ■ sk ©01•:• • • rr*- 00 ,Y I I � KIT I 0 •:r • • r■r-- 00 0 •:r • • r♦.. 00 I r oiQ •:• r : • . rr�- 00 I FLOOR PLANS Sheat Number PLAN 108 A2-2 �- If •1111_- V -T' ©0§� r.. Op - ©Nff�MIT rvr- o017MMi,=72M I T'-9' 14'-0• �ffm�� I Senn rar I i — — — — —Lt26M AW 29" 266_ I I. MAIN LEVEL FLOOR PLAN PLAN 108 1/4r'lI-Or PLAN 108 BELOW STAIRS 1STORAGE 1/4"ri'-0" PLAN 108 0m lli�a� ■ sk ,Y I I � KIT I I 5 � � � I I FLOOR PLANS Sheat Number PLAN 108 A2-2 �- If •1111_- V -T' Ira o017MMi,=72M I T'-9' 14'-0• �ffm�� I I I NOT AVAILABLE M ALL PLANS) 44 KNE WALL W/ WOOD GAP 45 PROPOSED STORM SUMP v — — — — — y I I I I 4 I I � b I I I I Mal ■ k i !iA:v MAIN LEVEL FLOOR PLAN PLAN 108 1/4r'lI-Or PLAN 108 BELOW STAIRS 1STORAGE 1/4"ri'-0" PLAN 108 TRAWL SPACE FLOOR PLAN eNk V4'rl'-®' I• �I IA5 1N 2 I I' LIP 7as 1T ,Y I I � KIT I I 5 � � � I I FLOOR PLANS Sheat Number PLAN 108 A2-2 V -T' o017MMi,=72M I T'-9' 14'-0• �ffm�� I I I NOT AVAILABLE M ALL PLANS) 44 KNE WALL W/ WOOD GAP 45 PROPOSED STORM SUMP — — — — — I I I I I I 4 I I � b I I I I TRAWL SPACE FLOOR PLAN eNk V4'rl'-®' I• �I IA5 1N 2 I I' LIP 7as 1T ,Y I KIT —�— wraaw kekoeeee - eeAL ew_rwLYO NALkMINS -WOW WALL R210e0401M alas • 10tU r N■I MOMWRALL "else NM MLLORR ]rrtOAMMOM La CA roAIMCO M AMUNN la n R0000Aee_I4c. TRIngwe1671011 R ek7nar WMM PLAN 108 M BATH ROR l\ I' P� WASTE STANDARD FLAG NOTES: CONCRETE I CONCRETE SLAG U!/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAG, 9442" TURNDOWN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 MAINTAIN ACCE8915LE ROUTE A9 REQUIRED FRAMING 5 "WITH LSD SPACE 4B SOU! � 6 22•x30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW S LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING -SEE PLAN FOR NT. 10 DRYWALL SGXJARE OPENING - 8'-0" AFF II 34 V2• NIGH WALL W/ FLUSH COWTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF AT WINDOW SILL B SHOWER SEAT N.vA.G. /FIREPLACES k RADON CONTROL VENT AND cNASE B DIRECT VENT SEALED COMBUSTION WATER NEATER 16 DIRECT VENT FORCED AIR FURNACE WITH 4'-®" x 4'-®" x i" CONCRETE PAD M OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS B &RY 4.03V€NT -® MAXEXLRR - TNROXN WALL PLUMB INCa/MEGI-IAN IGAL H FLOOR DRAM 20 30x60 TUB WITH NKsH CERAMIC TILE SURROIArD 21 SHOWER BASE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY 81NG 23 WARNER -WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 TUB, SHOWER TUB/SHOLLER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXIMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF- 21 HELF27 DOUBLE ROD AND SHELF 28 5 - SHELVES -BEE PLAN FOR 812E 29 (5) PANTRY SHELVES 30 34"lmin)-38'Ymex) NK#I HANDRAIL 31 %"lminJ GUARDRAIL w/ LESS THAN 40 BETWEEN BALUSTERS. 32 WOOD BTEF'8 SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRK-IERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 37 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MINI 3/S" THICK SOLID WOOD 20MIN RATED DOOR W/ SELF CLOSING HARDWARE 39 PROVIDE b/S" TYPE "X" G1U.B. AT GARAGE/RESIDENCE SEPARATION 40 PROVIDE I/2" W4TERPROOF GYP BIQD. (LIP TO 720) IN COMPLIANCE WITH ASTM G1280, G1325, OR GInB A�ALL�TWA'�LL INSTALLED IN MPG'S �� SNR ARES AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 OPTIONAL LAWDRY SING ( Cn WALL KEY: p_xreolOR WALLS 2x6 STUDS • Ib" OG W/ I/1" GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS • Ib" O G W/ 5/9• TYPE X. GYP BOARD (WIT 81pE) AND SHAFT LINER BETWEEN WIT SEPARATION WALLS _ 2x4 STNS 16" O.C. W/ I/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE MTFQII2R WALLS ^ 4x4 STUDS a Ib• W/ I/2" lba O.C. GYP BOARD EAGN SIDE - UNLESS W,Mr :ii»aa FLOOR PLANS Sheat Number PLAN 108 A2-2 o017MMi,=72M �ffm�� WASTE STANDARD FLAG NOTES: CONCRETE I CONCRETE SLAG U!/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAG, 9442" TURNDOWN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LINE OF FOUNDATION WALL BELOW 4 MAINTAIN ACCE8915LE ROUTE A9 REQUIRED FRAMING 5 "WITH LSD SPACE 4B SOU! � 6 22•x30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW S LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING -SEE PLAN FOR NT. 10 DRYWALL SGXJARE OPENING - 8'-0" AFF II 34 V2• NIGH WALL W/ FLUSH COWTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF AT WINDOW SILL B SHOWER SEAT N.vA.G. /FIREPLACES k RADON CONTROL VENT AND cNASE B DIRECT VENT SEALED COMBUSTION WATER NEATER 16 DIRECT VENT FORCED AIR FURNACE WITH 4'-®" x 4'-®" x i" CONCRETE PAD M OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS B &RY 4.03V€NT -® MAXEXLRR - TNROXN WALL PLUMB INCa/MEGI-IAN IGAL H FLOOR DRAM 20 30x60 TUB WITH NKsH CERAMIC TILE SURROIArD 21 SHOWER BASE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY 81NG 23 WARNER -WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SING W/ DISPOSAL 25 TUB, SHOWER TUB/SHOLLER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXIMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF- 21 HELF27 DOUBLE ROD AND SHELF 28 5 - SHELVES -BEE PLAN FOR 812E 29 (5) PANTRY SHELVES 30 34"lmin)-38'Ymex) NK#I HANDRAIL 31 %"lminJ GUARDRAIL w/ LESS THAN 40 BETWEEN BALUSTERS. 32 WOOD BTEF'8 SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRK-IERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 37 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MINI 3/S" THICK SOLID WOOD 20MIN RATED DOOR W/ SELF CLOSING HARDWARE 39 PROVIDE b/S" TYPE "X" G1U.B. AT GARAGE/RESIDENCE SEPARATION 40 PROVIDE I/2" W4TERPROOF GYP BIQD. (LIP TO 720) IN COMPLIANCE WITH ASTM G1280, G1325, OR GInB A�ALL�TWA'�LL INSTALLED IN MPG'S �� SNR ARES AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 OPTIONAL LAWDRY SING ( Cn WALL KEY: p_xreolOR WALLS 2x6 STUDS • Ib" OG W/ I/1" GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS • Ib" O G W/ 5/9• TYPE X. GYP BOARD (WIT 81pE) AND SHAFT LINER BETWEEN WIT SEPARATION WALLS _ 2x4 STNS 16" O.C. W/ I/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE MTFQII2R WALLS ^ 4x4 STUDS a Ib• W/ I/2" lba O.C. GYP BOARD EAGN SIDE - UNLESS FLOOR PLANS Sheat Number PLAN 108 A2-2 NOT AVAILABLE M ALL PLANS) 44 KNE WALL W/ WOOD GAP 45 PROPOSED STORM SUMP NOTED OTNERWIBE STONE OR MASONRY VENEER W °k W heat,Q; OV40°c O �N z W 90 O Psi 1 11.15.19 MASTER SET 25 2 1.22.20 SET UPDATES 3 5.07.20 REVISION 4 6.26.20 CODE UPDATES Project Architect Project Designer Date Job Number Drawn By Checked By TiUa LEX FLOOR FLOOR PLANS Sheat Number PLAN 108 A2-2 3'0 ADJ. (SCH. 40) STEEL PIPE COLUMN, SEE DET. '4' (TYP.) SIMPSON MIT 411.88 HGR. SIMPSON MIT 411.88 HGR. SIMPSON MIT 411.88 HGR. SIMPSON HU410 HGR.-\ SIMPSON HU410 HGR. SIMPSON HU410 HGR. SIMPSON MIT411.88 HGR./ PLAN 107 LOT 9 16d NAILS TO STUDS EA. SIDE OF ST. BM. IN 1ST FLR. 0 EA. STRAP STEEL BEAM, SEE PLAN 4-2x4 POST w/ 1/2" PLYWOOD FILLER 2— SIMPSON WB STRAPS CONT. ___120-16d NAILS TO BOT. OF EA. M=L FROM EA. STRAP DETAIL STAIR LANDING BEAM �STEADJ. (SCH. 40) STEEL PIPE COLUMN, SEE DET. "4' (TYP.) PLAN 108 LOT 8 MAIN FLOOR FRAMING PLAN ,/4• -Q" 1. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. 2. REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS. 0 P.T. SILL PLATE, TO WALL WIDTH. PROVIDE ISOLATION BETWEEN ON. WALL AND FLOOR JOISTS. /-SUBFLOOR SHEATHING ITS2.37 HGRS. CONC. FON. WALL • o C 21sZeiI1 00 01;I_\l� NO SCALE �SIMPSON MIT411.88 HGR. PLAN 107 LOT 7 -- IIII I I r:-.- sI SHEATH W 1/2" O.S.B. �II IIII i l I IIII I IIII I TO ALL MG. MEMBERS I I IIII II I 1111 Ilj MIN. 5-2x IIII it IIII III Illi i 11 POST O CORNER I SIMPSON STHD10RJ II Illi ii1 STRAP FROM FDN. 1111 j IIII MIN. 3- 5/8-0 ANCHOR ���I IIII BOLTS FROM FDN. I I WALL PLATE. RIM JOISTI I I _ J 1 SIMPSON STHDIORJ ----- STRAP FROM FDN.---,_ L L I /i _j I /i j /j � 2-1 3/4' x 11 7/8' M=L 2-1 3/4" x it 7/8" M=L (FLUSH) (FLUSH) L L7 I IF 9r -i r 9r -1 r -Ir 14'-0' 8'-0° i 14'-0" i 8'-0" 14'-0" W8x15 CONT. I I W8x15' CONT. I 1 I W8x15 CONT. CV U O IE 6 ac -4 N (3 I of �O �Q N0¢ r F ®J H n I � I 14'-0" 8'-0" I W8x15 CONT. i 8'-0" 14'-0" I W8x15 CONT. I I I I I I W8x15 CONT. 2-1 3/4• x 11 7/8" M=L 2-1 3/4" x 11 7/8" M=L (FLUSH) BELOW POSTS I I (FLUSH) BELOW POSTS I I J SIMPSON MIT411.88 HGR./ PLAN 107 LOT 9 16d NAILS TO STUDS EA. SIDE OF ST. BM. IN 1ST FLR. 0 EA. STRAP STEEL BEAM, SEE PLAN 4-2x4 POST w/ 1/2" PLYWOOD FILLER 2— SIMPSON WB STRAPS CONT. ___120-16d NAILS TO BOT. OF EA. M=L FROM EA. STRAP DETAIL STAIR LANDING BEAM �STEADJ. (SCH. 40) STEEL PIPE COLUMN, SEE DET. "4' (TYP.) PLAN 108 LOT 8 MAIN FLOOR FRAMING PLAN ,/4• -Q" 1. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. 2. REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS. 0 P.T. SILL PLATE, TO WALL WIDTH. PROVIDE ISOLATION BETWEEN ON. WALL AND FLOOR JOISTS. /-SUBFLOOR SHEATHING ITS2.37 HGRS. CONC. FON. WALL • o C 21sZeiI1 00 01;I_\l� NO SCALE �SIMPSON MIT411.88 HGR. PLAN 107 LOT 7 TOP OF WALL FRMG. I II A3'0 ADJ. (SCH. 40) STEEL PIPE COLUMN, SEE DET. "4" (TYP.) OVERHEAD DOOR HDR, SEE PLAN SIMPSON MST48 INSIDE FACE STUDS TO HDR. TO TOP PLATES. POST, PER PLAN MIN. 3 ----Trl----- T II II II II II II II II it II it II it ---------- OF FDN. WALL PORTAL DETAIL "3" NO SCALE SIMILAR TO IRC DETAIL R602.10.6.2 SHEATH IN 1/2" O.S.B. NAILED W Sd O 4' O.0 TO ALL F MG. MEMBERS MIN. 5-2x POST O CORNER FLOOR SHEATHING EXTERIOR WALL SHEATHING NOT SHOWN SILL OR WALL, PLATES BELOW 1 1/4" TIMBERSTRANDD� RIM AT EXTERIOR lJ t F1 DETAIL NO SCALE T T-1 I 1 -------TT---- IF (Ile I L_ III II III ill Ili Ilj II III i III OVERHEAD DOOR III j j l HDR, SEE PLAN ill Ill II II 111 Ill III III III III j!! I POST PER PLAN I I I I MIN. 3- 1/2"0 ANCHOR BOLTS FROM FDN.� WALL PLATE. SIMPSON STHD10 STRAP FROM FDN: I MIN. 3 III III III III II II St•IZiI��d:1�7LU1 PORTAL DETAIL "1" NO SCALE SHEATH W 1/2" O.S.B. NAILED W 8d O 4" O.0 TO ALL FRMG. MEMBERS MIN. 3- 1/2'0 ANCHOR BOLTS FROM FDN.� WALL PLATE. RIM JOIST--\ SIMPSON MS1172 STRAP TO LOWEI WALL FRAMING. TOP OF WALL FRMG. ----------------- _ _ _ - 1I I I 1 1 I I I I IIII III IIII Ilj IIII illOVERHEAD DOOR IiiI iil HDR, SEE PLAN IIII III Illi ii1 IiiI III POST, PER PLAN I I I MIN. 3 l----rl-----T IIII IIII II II III II II II III II II II III it II II III II II II II II II II I I II II I _Jy __--_u____1 OF WALKOUT FRMG. PORTAL DETAIL "2" NO SCALE BEARING OR SHEAR WALL ABOVE STACK OVER WALL BELOW) BLOCKING PANEL, JOIST OR "M=L' BEARING WALL OR STEEL BEAM BELOW CY/ 0\N heal WEB STIFFENERS ci ' READ. EA. SIDE F2 DETAIL NO SCALE %d,,,9� 5�°c 8• DIAMETER MAXIMUM HOLE MAY BE CUT IN EACH BLOCKING PANEL FOR 10"-16" JOISTS; 6• DIAMETER MAXIMUM FOR 9" JOISTS OR FOR BLOCKING PANELS LESS THAN 12• LONG. 00 NOT CUT FLANGES, F3 DETAIL __No scaLE _ MICRO=LAM BEAM WEB STIFFENERS READ. IF SIDES OF HANGER DO NOT LATERALLY SUPPORT AT LEAST 3/8" OF TJI JOIST TOP FLANGE TOP FLANGE HANGER FACE MOUNT F4 DETAIL NO SCALE BACKER BLOCK: INSTALL TIGHT TO TOP FLANGE (TIGHT TO BOTTOM FLANGE WITH FACE MOUNT HANGERS). ATTACH W/ 1G -10d BOX NAILS, CLINCHED WHEN POSSIBLE • • • • • • FILLER BLOCK: NAIL W/ 3-10d NAILS O 12' O.C., CLINCHED F5 DETAIL _ No scALE _ REFER TO SHEET F-4 GENERAL NOTES AND FRAMING NOTES -- IIII I I r:-.- sI SHEATH W 1/2" O.S.B. �II IIII i l NAILED W 8d O 3' 0.. IIII I IIII I TO ALL MG. MEMBERS I I IIII II I 1111 Ilj MIN. 5-2x IIII it IIII III Illi i 11 POST O CORNER IiiI iij IIII SIMPSON STHD10RJ II Illi ii1 STRAP FROM FDN. 1111 j IIII MIN. 3- 5/8-0 ANCHOR ���I IIII BOLTS FROM FDN. I I WALL PLATE. RIM JOISTI I I _ J 1 SIMPSON STHDIORJ ----- STRAP FROM FDN.---,_ TOP OF WALL FRMG. I II A3'0 ADJ. (SCH. 40) STEEL PIPE COLUMN, SEE DET. "4" (TYP.) OVERHEAD DOOR HDR, SEE PLAN SIMPSON MST48 INSIDE FACE STUDS TO HDR. TO TOP PLATES. POST, PER PLAN MIN. 3 ----Trl----- T II II II II II II II II it II it II it ---------- OF FDN. WALL PORTAL DETAIL "3" NO SCALE SIMILAR TO IRC DETAIL R602.10.6.2 SHEATH IN 1/2" O.S.B. NAILED W Sd O 4' O.0 TO ALL F MG. MEMBERS MIN. 5-2x POST O CORNER FLOOR SHEATHING EXTERIOR WALL SHEATHING NOT SHOWN SILL OR WALL, PLATES BELOW 1 1/4" TIMBERSTRANDD� RIM AT EXTERIOR lJ t F1 DETAIL NO SCALE T T-1 I 1 -------TT---- IF (Ile I L_ III II III ill Ili Ilj II III i III OVERHEAD DOOR III j j l HDR, SEE PLAN ill Ill II II 111 Ill III III III III j!! I POST PER PLAN I I I I MIN. 3- 1/2"0 ANCHOR BOLTS FROM FDN.� WALL PLATE. SIMPSON STHD10 STRAP FROM FDN: I MIN. 3 III III III III II II St•IZiI��d:1�7LU1 PORTAL DETAIL "1" NO SCALE SHEATH W 1/2" O.S.B. NAILED W 8d O 4" O.0 TO ALL FRMG. MEMBERS MIN. 3- 1/2'0 ANCHOR BOLTS FROM FDN.� WALL PLATE. RIM JOIST--\ SIMPSON MS1172 STRAP TO LOWEI WALL FRAMING. TOP OF WALL FRMG. ----------------- _ _ _ - 1I I I 1 1 I I I I IIII III IIII Ilj IIII illOVERHEAD DOOR IiiI iil HDR, SEE PLAN IIII III Illi ii1 IiiI III POST, PER PLAN I I I MIN. 3 l----rl-----T IIII IIII II II III II II II III II II II III it II II III II II II II II II II I I II II I _Jy __--_u____1 OF WALKOUT FRMG. PORTAL DETAIL "2" NO SCALE BEARING OR SHEAR WALL ABOVE STACK OVER WALL BELOW) BLOCKING PANEL, JOIST OR "M=L' BEARING WALL OR STEEL BEAM BELOW CY/ 0\N heal WEB STIFFENERS ci ' READ. EA. SIDE F2 DETAIL NO SCALE %d,,,9� 5�°c 8• DIAMETER MAXIMUM HOLE MAY BE CUT IN EACH BLOCKING PANEL FOR 10"-16" JOISTS; 6• DIAMETER MAXIMUM FOR 9" JOISTS OR FOR BLOCKING PANELS LESS THAN 12• LONG. 00 NOT CUT FLANGES, F3 DETAIL __No scaLE _ MICRO=LAM BEAM WEB STIFFENERS READ. IF SIDES OF HANGER DO NOT LATERALLY SUPPORT AT LEAST 3/8" OF TJI JOIST TOP FLANGE TOP FLANGE HANGER FACE MOUNT F4 DETAIL NO SCALE BACKER BLOCK: INSTALL TIGHT TO TOP FLANGE (TIGHT TO BOTTOM FLANGE WITH FACE MOUNT HANGERS). ATTACH W/ 1G -10d BOX NAILS, CLINCHED WHEN POSSIBLE • • • • • • FILLER BLOCK: NAIL W/ 3-10d NAILS O 12' O.C., CLINCHED F5 DETAIL _ No scALE _ REFER TO SHEET F-4 GENERAL NOTES AND FRAMING NOTES SHEATH BOTH SIDES OF WALL W/ 7/16" O.S.B. NAILED W/8d O 3" O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & — BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 1-24 POST TO EA. 3-1 3/4' x 9 1/2" M -L HDR. & 2-24 K.S7 W/2-24 POST EA. END. 7 ALT. PANEL, SEE PORTAL DET "1" 1-24 POST TO EA HDR. & 2-2x6 K.S. 2-1 3/4' x 11 7/8" M=L (FLUSH) I I I SIMPSON MIT411.88 HGR. I I I W10x19 (FLUSH) 4-2x4 4-2x6 POST' I I I I I I I I I I I I I 2x PLATE ON TOP PLATE FULL WIDTH OF BM. ATTACH WJGLUE & 0.177"0 P.A.F. O 8 O.C. (TYP.) SHEATH BOTH SIDES OF WALL W/ 7/16" O.S.B. NAILED W/8d O 3" O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 4-2x6 P( SIMPSON ITS1.81/11.88 HGRS. (TYP.) - 1-24 POST TO EA.---' HDR. & 2-24 K.S. 2-1 3/4' x 11 7/8" M=L� (FLUSH) CANT. M=L MIN. 8" PAST BM. O INT. END. ALT. PANEL, SEE PORTAL DET '1' T SLASHED LINES INDICATE BEARING WALLS. U O 2-2x4 POST O�w I I I I 2-1 3/4' x 11 7/8' M=L (FLUSH) 1.88 DASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WHERE NOTED. (TYPICAL) 2-1 3/4" x 11 7/8" M=L (FLUSH) I I I I I I I I I I I I I I J I L_ 4-2x4 POST -J W10x22 (FLUSH) 2-1 3/4' x 11 7/8' M=L (FLUSH) ALT. PANEL, SEE 7 _ 1-2x6 POST TO EAV PORTAL DET '1' HDR. & 2-24 K.S. 2x8 LEDGER W/3 -16d NAILS & 1 /4"0 x 4 1/2" LAG SCREW O ROQF_ 16" O.C. TO CENTER OF SOLID 2x8 O 24' O.C. W/ WALL STUDS. SIMPSON LSU26 HGR. TO LEDGER. 4x4 P.T. POST W/ SIMPSON BC4 CAP & PB44 BASE EA. END OF BM. PLAN 107 LOT 9 t Vlt&,MIfI P�- 40 P.T. POST W/ SIMPSON BC4 CAP & PB44 BASE EA. END OF BM. SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3" O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4' O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 3/4' x 9 1/2" M=L4'-0 LONG x 3/4" O.S.B. -2x6 POST EA. ENO. REINF. ONE SIDE OF JOISTS W/8d NAILS O 6' TOP & BOT. �1-2x6 POST TO EA.TO JOIST WEB BLOCKING. / HDR. & 2-24 K.S. _ I/ A L 11 11�1 __II �Ktl II 1_lll__I r - M I I SIMI _I i HU410 HGR. N j I I I I 4-2x4 POST WiOx19 FLUSH 1 L - - -- - JL JL J JL JL JL JL JL- ir it-ir -ir -ir 9Ir 9Ir -ir 1 4-2x4 POST d C5 SIMPSON MIT411.88 HGR. I I � o v I I =- I 5 I rl I 2-2x4 POST JL JL JL JIL AL JL JL JL JL JL -Ir -r -ir -Ir -ir 9r 9r it 9r 9r I MPSON MIT411 4-2x4 POST I POST JL JL 2x8 O 16" D.C.-,,r -- - r r W THA218 TO M=L I i I 4-2x4 POST 2-2x4 POST I IJL I r r I 1-2x6 POST TO EA. i l l 2-1 3/4' x 11 x 11 7/8 M=L HDR. & 2-2x6 K.S. I I =L (FLUSH) I I -- Z_&X0 rubT_- -- r it ALT. PANEL, SEE -____: f JL PORTAL DET '1" r SIMPSON HUC412 HGR. -x10 BD 4x4 P.T. POST W/ SIMPSON ABU CAP & PB44 BASE. ROOF- ROOF- 2x8 O 24" O.C. W/ - 2x8 O 24" O.C. W/ SIMPSON LSU26 HGR. SIMPSON LSU26 HGR. TO LEDGER. TO LEDGER. PLAN 108 LOT 8 SECOND FLOOR FRAMING PLAN 1/4 -=l --o- 1. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. 2. REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS. SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3' O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4' O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. �3-1 3/4" x 9 1/2" M=L % W/2 -2x6 POST EA. END. / 3/4" x 11 7/8' M=L L#T P*A —2x6 POST TO EA. IDR. & 2-24 K.S. T. PANEL, SEE IRTAL DET "1' i POST TO EA. & 2-24 K.S. 0x19 (FLUSH) POST x 11 7/8" M=L PLATE ON TOP PLATE 1 WIDTH OF BM. ATTACH SLUE & 0.177"0 P.A.F. O O.C. (TYP.) SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3' O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. I ll_ I �4-24 POST '�-,SIMPSON ITS1.81/11.88 HGRS. (TYP.) 2-1 3/4' x 11 7/8' M=L (FLUSH) CANT. M=L MIN. 8' PAST BM. O INT. END. 1-24 POST TO EA. HDR. & 2-24 K.S. 2x8 LEDGER W/3 -16d NAILS & 1/4'0 LEO 4 1/2" LAG SCREW O I 16" O.C. TO CENTER OF SOLID I WALL STUDS. I , IALT. PANEL, SEE ALT. PANEL, SEE \ / PORTAL DET "1" PORTAL DET '1" \ 1-2x6 POST TO EA. HDR. & 2-2x6 K.S. COL. - 2x4 STUDS O 16' O.C. (3 AT CORNERS) W/ DBL. TOP & SINGLE BOT. PLATES, SHEATH W/ 1/2' O.S.B. NAIL W/ 8d NAILS O 3' O.C. (TYP.) 40 P.T. POST W/ SIMPSON BC4 CAP & P844 BASE EA. END OF BM. PLAN 107 LOT 7 of W heat . l 0 ell cfv4l��\c REFER TO SHEET F-4 GENERAL NOTES AND FRAMING NOTES Y� il?ii�®GI 4-2x4 POST -J W10x22 (FLUSH) 2-1 3/4' x 11 7/8' M=L (FLUSH) ALT. PANEL, SEE 7 _ 1-2x6 POST TO EAV PORTAL DET '1' HDR. & 2-24 K.S. 2x8 LEDGER W/3 -16d NAILS & 1 /4"0 x 4 1/2" LAG SCREW O ROQF_ 16" O.C. TO CENTER OF SOLID 2x8 O 24' O.C. W/ WALL STUDS. SIMPSON LSU26 HGR. TO LEDGER. 4x4 P.T. POST W/ SIMPSON BC4 CAP & PB44 BASE EA. END OF BM. PLAN 107 LOT 9 t Vlt&,MIfI P�- 40 P.T. POST W/ SIMPSON BC4 CAP & PB44 BASE EA. END OF BM. SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3" O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4' O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 3/4' x 9 1/2" M=L4'-0 LONG x 3/4" O.S.B. -2x6 POST EA. ENO. REINF. ONE SIDE OF JOISTS W/8d NAILS O 6' TOP & BOT. �1-2x6 POST TO EA.TO JOIST WEB BLOCKING. / HDR. & 2-24 K.S. _ I/ A L 11 11�1 __II �Ktl II 1_lll__I r - M I I SIMI _I i HU410 HGR. N j I I I I 4-2x4 POST WiOx19 FLUSH 1 L - - -- - JL JL J JL JL JL JL JL- ir it-ir -ir -ir 9Ir 9Ir -ir 1 4-2x4 POST d C5 SIMPSON MIT411.88 HGR. I I � o v I I =- I 5 I rl I 2-2x4 POST JL JL JL JIL AL JL JL JL JL JL -Ir -r -ir -Ir -ir 9r 9r it 9r 9r I MPSON MIT411 4-2x4 POST I POST JL JL 2x8 O 16" D.C.-,,r -- - r r W THA218 TO M=L I i I 4-2x4 POST 2-2x4 POST I IJL I r r I 1-2x6 POST TO EA. i l l 2-1 3/4' x 11 x 11 7/8 M=L HDR. & 2-2x6 K.S. I I =L (FLUSH) I I -- Z_&X0 rubT_- -- r it ALT. PANEL, SEE -____: f JL PORTAL DET '1" r SIMPSON HUC412 HGR. -x10 BD 4x4 P.T. POST W/ SIMPSON ABU CAP & PB44 BASE. ROOF- ROOF- 2x8 O 24" O.C. W/ - 2x8 O 24" O.C. W/ SIMPSON LSU26 HGR. SIMPSON LSU26 HGR. TO LEDGER. TO LEDGER. PLAN 108 LOT 8 SECOND FLOOR FRAMING PLAN 1/4 -=l --o- 1. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. 2. REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS. SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3' O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4' O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. �3-1 3/4" x 9 1/2" M=L % W/2 -2x6 POST EA. END. / 3/4" x 11 7/8' M=L L#T P*A —2x6 POST TO EA. IDR. & 2-24 K.S. T. PANEL, SEE IRTAL DET "1' i POST TO EA. & 2-24 K.S. 0x19 (FLUSH) POST x 11 7/8" M=L PLATE ON TOP PLATE 1 WIDTH OF BM. ATTACH SLUE & 0.177"0 P.A.F. O O.C. (TYP.) SHEATH BOTH SIDES OF WALL W/ 7/16' O.S.B. NAILED W/8d O 3' O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4" O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. I ll_ I �4-24 POST '�-,SIMPSON ITS1.81/11.88 HGRS. (TYP.) 2-1 3/4' x 11 7/8' M=L (FLUSH) CANT. M=L MIN. 8' PAST BM. O INT. END. 1-24 POST TO EA. HDR. & 2-24 K.S. 2x8 LEDGER W/3 -16d NAILS & 1/4'0 LEO 4 1/2" LAG SCREW O I 16" O.C. TO CENTER OF SOLID I WALL STUDS. I , IALT. PANEL, SEE ALT. PANEL, SEE \ / PORTAL DET "1" PORTAL DET '1" \ 1-2x6 POST TO EA. HDR. & 2-2x6 K.S. COL. - 2x4 STUDS O 16' O.C. (3 AT CORNERS) W/ DBL. TOP & SINGLE BOT. PLATES, SHEATH W/ 1/2' O.S.B. NAIL W/ 8d NAILS O 3' O.C. (TYP.) 40 P.T. POST W/ SIMPSON BC4 CAP & P844 BASE EA. END OF BM. PLAN 107 LOT 7 of W heat . l 0 ell cfv4l��\c REFER TO SHEET F-4 GENERAL NOTES AND FRAMING NOTES DASHED LINES INDICATE BRACED WALL LINES/ --\ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHES WALL PANELS EXCEPT WE NOTED. (TYPICAL) 2-2x10 HDR. (TYPIC! EXCEPT WHERE NOTE 3-2x6 I 1-2x6 POST TO HDR. & 2-24 k 3-2x6 1 PLAN 107 PLAN 108 PLAN 107 law • :, 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 0 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. LOT 7 kSHED LINES INDICATE LACED WALL LINES/ 1NELS . ALL WALLS TO : CONTINUOUS SHEATHED Ut. PANELS EXCEPT WHERE )TED. (TYPICAL) HDR. (TYPICAL WHERE NOTED) ST OST TO EA. 2-2x6 K.S. ST REFER TO SHEET F-4 GENERAL NOTES AND FRAMING NOTES of W h eel l c �a`ng GENERAL NOTES GARAGE ROOF FRAMING PLAN 1/4"=1'-0" 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 O 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. FRAMING NOTES 1. FRAMING LUMBER: i. LIVE LOADS USED IN DESIGN: 7. WOOD: W heal A. Roof Snow load.................................30 psf (43 Ground) A. Except as otherwise indicated, comply with 'Manual for House 9. �, B. Floor....................................................40 psi O.C. WITH DOUBLE TOP AND SINGLE BOTTOM PLATE U.N.O. Framing by National Forest Products Association, including nailing, U C. Wind (129 wit mph, exp. B including 1.0 importance factor) GLUE AND NAIL ALL MULTIPLE MEMBERS 2-2x AND LARGER WITH 16d 2. anchorage, framing and bracing. f 2. D. SOIL Seismic Zone B DATA USED IN DESIGN: 'TJI" FLOOR JOISTS. C. D. Use Hem Fir No. 2 for all and Joists. Grade Marking - Each of lumber shall bear the HEADERS UNLESS NOTED OTHERWISE ON PLAN. 11. ROOF SHEATHING TO BE MIN. 1/2" COX PLYWOOD AND FLOOR SHEATHING piece grade and TO BE MINIMUM 3/4" T&G PLYWOOD GLUED AND NAILED OR ORIENTED 4. Refer to soil data shown in general notes on Sheet S-2 of foundation plan. BOARD EQUAL trademark of the association under whose rules it is produced. SHEATH ALL EXTERIOR WALLS WITH 7/16" COX PLYWOOD (OR ORIENTED being Dk�`y\c 3. EXCAVATION AND BACKFILL: STRAND BOARD). NAIL PLYWOOD WITH 84 NAILS ® 4" O.C. AT EDGES E. Lumber - Shall be sound, thoroughly seasoned and free from warp. AND 12" O.C. AT INTERMEDIATE MEMBERS. REFER TO GENERAL 13. A. A qualified soils engineer shall inspect the open excavation to NOTES, SECTION 10 FOR BRACED WALLS. Unless otherwise indicated, provide dressed lumber, S4S, Kiln dried. 6. PROVIDE SOLID 2x RIM JOIST AT END OF ALL FLOOR JOISTS WITH 14. ALL FRAMING TO BE IN CONFORMANCE WITH 2015 IRC. verify the bearing material, approve compaction, and perform DIMENSION LUMBER FLOOR JOISTS AND "TiMBERSTRAND" RIM JOIST F. Moisture Content - All lumber shall be kiln -dried with a maximum AT ALL *TJ* FLOOR JOISTS UNLESS NOTED OTHERWISE. 15. PRE-ENGINEERED ROOF TRUSSES - ALL DESIGNS, BRACING, BLOCKING compaction tests. moisture content for structural lumber of 19X 7. ALL METAL CONNECTORS TO BE SIMPSON STRONG TiE OR EQUIVALENT. B. Basement concrete slab and wood framed main floor shall be G. Plywood panels shall be identified with grade trademark of APA and installed, including attachment of foundation straps, prior to meet requirements of PS 1-83 and shall be the size and grade shown backfill of basement walls. on plans. Plywood shall be APA, COX rated sheathing grade. C. Backfill material shall be thoroughly compacted at optimum moisture Oriented strand board of equivalent rating may be substituted for content as required in the sol report. plywood. D. The water table shall be kept below and away from the level of H. Preservative Treatment - Where lumber or plywood is indicated as construction in all cases. 'Treated' or 'P.T." or is specified herein to be treated, comply E. The foundation bearing surfaces are to be kept dry and stable until with the applicable requirements of the American Wood Preservers the structures are complete and ready for backfilling. Bureau (AWPB). 4. CONCRETE: I. All nails shall be common or ring shank. A. Design and construction shall be in accordance with ACI Building J. All log bolts and nails exposed to weather shall be hot dipped Codes, ACI 318 and ACI 301 -latest revision. galvanized. B. All concrete to develop strength requirements as noted on foundation K. Install fasteners without splitting of wood; predrill as required. plans and in sol reports. L Discard units of material with defects which might impair the C. All concrete shall be stone aggregate. quality of the work, and units which are too small to fabricate the D. See Architectural, Mechanical and Electrical drawings for sizes and work with minimum joints or the optimum joint arrangement. locations of holes, sleeves, reglets, washers, bolts, notches, B. SUBMITTAL REQUIREMENTS: drips, anchors, inserts, etc. A. Submit premanufactured wood joists and micro -lam shop drawings and E. Construction joints between grade beams and walls and in slabs shall calculations stamped by a State of Colorado registered Professional be keyed and doweled. Details per Engineer where allowed. Engineer prior to fabrication. F. Construction joints in walls shall not be allowed. 9. DIMENSION VERIFICATIONS: G. Use air -entrained concrete of 5 - 7% air by volume. A. Verify all dimensions with architectural drawings. Any H. Calcium chloride shall not be used in any concrete or grout. discrepancies shall be directed to architect. Dimensions shown on 5. REINFORCEMENT: architectural drawings supersede structural drawings dimensions. A. Design, detailing, fabrication and placement shall be in accordance B. Contractor to verify all dimensions detailed as such on drawings, with ACI Codes and Manuals, ACI 318, 315 -latest revision. prior to fabrication of structural steel components. B. Steel reinforcement shall be new, deformed billet steel, meeting C. Architect approval must be secured prior to all substitutions ASTM Standard A615 -(latest revision), for all rebars, Grade 60. Shop or changes• drawings shall be marked accordingly. 10. BRACED WALL LINES: C. Reinforcement in all walls, grade beams and slabs shall be A. Braced wall panels are indicated on framing plans. All braced continuous around comers or comer bars provided. wall panels to consist of 2x wall framing members O 16' o.c. with 3-1 3/4' x 14" M=L ALT. PANEL SEE 3-1 34' "1" x 14" M=L ALT. PANEL SEE 3-1 3 / /4' x 14" M=L ALT. PANEL, SEE "1" D. Lap all tension splices per ACI 318 -latest revision, Class B and all additional requirements per 2015 IRC. ALT. PANEL, SEE W/3 -2x6 POST EA. END. PORTAL DET W/3 -2X6 "1" POST EA. END. PORTAL DET W/3 -2X6 POST EA. END. PORTAL DET "1" compression splices 30 bar diameters, except as noted. B. Exterior braced wall panels to be sheathed with 7/16" thick oriented PORTAL DET E. Provide a minimum of 2-/5 bars around openings, each face of steel, strand board nailed with 8d nails O 4' o.c. at panel edges and I extend 2'-0" beyond the opening, unless detailed otherwise. 12' o.c. to intermediate members. -- --- -- --- -------- -- -� F. Provide concrete protection for reinforcement as follows: C. Interior braced wall panels to be sheathed with minimum 1/2" i 1. Concrete poured against earth ................ ;....... 3" gypsum board on both faces except where noted on plan. I I I 2. Concrete poured in forms but exposed to ground or weather. Nail with Ed cooler nails O 7" o.c. (6d cooler nails O 5/8" gyp. bd.). I a. Bars larger than #5 ............................. 2" D. Solid blocking panels must be installed above and below all I i I b. Bars #5 or smaller .............................. 1-1/2" interior braced wall panels in floor framing. Blocking to be I i I 3. Walls and slabs unless noted otherwise ................ 1 1/2' attached to wall plates and floor sheathing with minimum PRE-ENGR'D ROOF i I G. Provide galvanized or plastic -footed accessories for all concrete 4-16d nails O 12" o.c. I I TRUSSES O 24 O.C. i I (TYP.) surfaces exposed to weather or view. E. All exterior braced wall panels to be nailed to wall plates with I I I I I I H. Tack welding or welding of rebars shall not be permitted unless 9 9 P horizontal edges blocked. Lower level panels to attach to sill late 9 P P DASHED LINES INDICATE I I i otherwise called for or approved by the engineer. on foundation wall at lower edge and nailed to base plate of first BRACED WALL LINES/ I I I 6. STRUCTURAL STEEL: level walls with edge nailing requirements. PANELS . ALL WALLS TO I I ,� i A. Design, fabrication and construction shall be in accordance with the F. Refer to 2018 IRC for additional requirements. BE CONTINUOUS SHEATHED i I I I j latest AISC Specifications. WALL PANELS EXCEPT WHEREo B. All structural steel shapes, plates and bars shall conform to ASTM o i NOTED. (TYPICAL) W c. I g i Serial Designation A36 and all square and rectangular structural 0 i I I 0 tubing shall conform to ASTM Serial Designation A500, Grade B. New 9 9 z• i l l I and unspiiced material shall be used throughout. z N I i �' N i C. All welding or gas cutting shall be in accordance with the current W 0 I I L3 0 i standards of the American Welding Society. All welding shall be W i I I I performed by certified welders qualified by the American Welding 0c w I I o_ w i a Society Tentative Standard Qualification Procedure. Use E70 series a N I I I I Cn (n i electrodes. D. All bolted connections to have bolts conforming to ASTM A307. I i i E. Provide form nal holes as required in all steel embedded in I i I concrete. GARAGE ROOF FRAMING PLAN 1/4"=1'-0" 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 O 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. FRAMING NOTES 1. FRAMING LUMBER: 8. ALL EXTERIOR WALLS TO BE FRAMED WITH 2x STUDS AT 16' O.C. A. ALL FRAMING LUMBER TO BE HEM -FIR LARCH #2 AND BETTER. WITH DOUBLE TOP AND SINGLE BOTTOM PLATE U.N.O. Fb= 850/978 psi, Fv= 75 psi, Fc= 1,250 psi, E= 1,300,000 psi. B. TJI's AND "MICRO=LAMS" BY TRUS JOIST CORP. OR EQUIVALENT. 9. ALL INTERIOR BEARING WALLS TO BE FRAMED WITH 2x STUDS AT 16" Fb= 2,600 psi, Fv= 285 psi, Fc= 750 psi, E= 1,800,000 psi O.C. WITH DOUBLE TOP AND SINGLE BOTTOM PLATE U.N.O. (ALL RIM MEMBERS WITH TJI'S TO BE 1 1/4" TIMBERSTRAND MATL) 10. GLUE AND NAIL ALL MULTIPLE MEMBERS 2-2x AND LARGER WITH 16d 2. ALL HEADERS TO BE 2-2x10 UNLESS NOTED OTHERWISE ON PLAN. NAILS AT 6" O.C. FULLY BLOCK WEBS. GLUE AND NAIL ALL MULTIPLE 'TJI" FLOOR JOISTS. 3. PROVIDE MIN. 1-2x4 POST UNDER EACH END OF ALL BEAMS AND HEADERS UNLESS NOTED OTHERWISE ON PLAN. 11. ROOF SHEATHING TO BE MIN. 1/2" COX PLYWOOD AND FLOOR SHEATHING TO BE MINIMUM 3/4" T&G PLYWOOD GLUED AND NAILED OR ORIENTED 4. PROVIDE SOLID BLOCKING UNDER ALL POSTS 2-2x AND LARGER. BOARD EQUAL 5. SHEATH ALL EXTERIOR WALLS WITH 7/16" COX PLYWOOD (OR ORIENTED 12. FRAMER RESPONSIBLE FOR MISSING HEATING AND PLUMBING RUNS. STRAND BOARD). NAIL PLYWOOD WITH 84 NAILS ® 4" O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE MEMBERS. REFER TO GENERAL 13. PROVIDE SIMPSON H2.5 OR EQUAL AT ALL TRUSS AND ROOF RAFTER NOTES, SECTION 10 FOR BRACED WALLS. BEARING LOCATIONS. 6. PROVIDE SOLID 2x RIM JOIST AT END OF ALL FLOOR JOISTS WITH 14. ALL FRAMING TO BE IN CONFORMANCE WITH 2015 IRC. DIMENSION LUMBER FLOOR JOISTS AND "TiMBERSTRAND" RIM JOIST AT ALL *TJ* FLOOR JOISTS UNLESS NOTED OTHERWISE. 15. PRE-ENGINEERED ROOF TRUSSES - ALL DESIGNS, BRACING, BLOCKING AND HANGERS BY TRUSS MANUFACTURER. 7. ALL METAL CONNECTORS TO BE SIMPSON STRONG TiE OR EQUIVALENT. NOTE: ALL MULTIPLE FLOOR JOISTS TO BE BLOCKED SOLID AND GLUED & NAILED PER MFR. RECOMMENDATIONS. 0101610 a02MA kTA 110 to W IM �'$ xk 11i� M PLAN 107 & 108, THREE -2 CAR DETACHED GARAGES 26108 11867, 11869 & 11871 51ST AVENUE a ��4 = LOTS 7, 8, & 9, BLOCK 3 HANCE RANCH TOWNHOMES WHEAT RIDGE, COLORADO REMINGTON HOMES DATE MAY 10, 2021 SHEET NO. BY LW STRUCTURAL ENG/NEERS F-4 CHECKED IM 6355 WARD ROAD, SUITE 308 • ARVADA, CO. 80004. 940-0995 JOB NO, R210084F4 nc. OF 4 111101HP, SIM. 5'-6 WALL HT. I I I l BACKFILL ALT. EA. SIDE OF WALL IN 18" LIFTS TO WITHIN 3'-0 OF FUR. FRMG. (TYP.) 22'-0" 22'-0" 22'-0" 6'-8' 6'-10" 15'-8" 8'-4' 115'-8" 6'-10' 6'-8" I STEP TOP OF I STEM 1'-0"t 24'-0" 13'-6" 13'-3" 17'I 4'-3 1/2' 13'-2" 13'-2" 4'-3 1/2'_ 4'-2 1/2' i RJ STRAPS I STHD10RJ ITRA SIM. 6'-0 STRAPS IN FDN. I FDN. IMPSON STHD10RJ SLAIN WALL HT. TRAPS IN FDN. i E I I I St S2 L-- ------ --------- ------ i -- ------ --------- -- ------------ -- -- ------ r-- ------ --------------- N ---------- - STEP TOP FOR ----- a --- --- - --------, 1 E E STEM 2'-7"t STEP BOT OF 10" WALL FDN. 7"f S7 S2 STEP BOT OF SIM. 5-6 Lo < S1 S2 STEP 2 �6"tF STEP TOP OF E I FDN. 1-6 t STEM 7 t h S1S WALL HT. , " 4 WIDE x 2 -0"f SIM. 6 -0 r • I i REVERSE LEDGE WALL HT. � CROSSHATCHING INDICATES PLACEMENT I i I it j l i a u OF 4" VOID MATL UNDER GRADE BEAM. I 4'-0" 14'-6" OMIT FTG. PAD & SEAL VOID W/ POLY. (TYPICAL} i co 11" WALL' CRAWL SPACE CRAWL SPACE 1-7 i/2 CE I 7 1/2 115'-3' I 4'-0" r---- --� I I 4'-0" 15'-3' r -o --- FURNACE � PAD � 14'-0" 8'-0" I I I I I FURNACE �- --- f I o 1 � I I j PAD FURNACE • 8'-0" 14'-0' i PAD I o li I I 8'-0" 14'-0' I I r--I--� r____ i W8x15 CONT. I - - - --- J i --- W8x15 CONT. •Ell � I L- PAD L- _J 1 PAD ' 11 I i i I W8x15 CONT. I i i L D 30" x 30 x 14 -'r THICK W/4-#4 EA. WAY BOT. 0 11• WALL L J 1 PA� „ 30" x 30" x 14 THICK W/4-#4 EA. WAY BOT. 30 x 30 x 14 THICK W/4-#4 EA. WAY BOT. 3"0 ADJ. (SCH. 40) 4" WIDE x 2'-0"t I STEEL PIPE COLUMN, "4" i 4" WIDE x 7" I REVERSE LEDGE SEE DET. (TYP.) I I DEEP LEDGE FOR FIR. 2 I i i w 4" WIDE x 1'-0" I PAD I DEEP LEDGE FOR FDR. I I i I I 28 x 28 x 14 THICK I IW/3-#4 'I I 10 WALL I I II EA. WAY BOT. 2 PA N i 1 PAD ' 28D x 28" x 14" THICK N W/3-#4 EA. WAY BOT. I- N o i i i N I r-� - ' I WSx15 CONT. I i u „ „ 28 x 28 x 14 THICK W/3-#4 EA. WAY BOT. a I I I W8x15 CONT. r t I I I 3"0 ADJ. (SCH. 40) i STEEL PIPE COLUMN, I "4" SEE DET.(TYP.)i I i r I W8x15 CONT. I i I 16„ FTG. PAD (TYP. L _ _ I I I EXCEPT WHERE NOTED) 3'-6' N E I 3'0 ADJ. (SCH. 40) 8” WALL TYPICAL E S1S SIM. I STEP BOT OF STEEL PIPE COLUMN, i SEE DET. "4" (TYP.) EXCEPT WHERE NOTED I I S1 S N. 7"f I SIM. SIMPSON STHD10RJ 4" WIDE x 2'-0"f REVERSE LEDGE o< STRAPS IN FDN.SIM. 6'-0 < o E STEP TOP OF WALL HT. - STEP TOP OF J " < STEP BOT OF E ro S1 S FDN. 12 f TEP BOT OF S S FDN. 12"t FDN. 1'-0"t STEP TOP OF S1 S S S N. t' -6"t --- ----- ----- - --- FDN. 12"t ---- -- L 10" WALL o � L 7T ti IMPSON TRAPS STHD10RJ IN FDN. i • •. - •..• - - _ - i • - i -00 i I 1-3' I 1 .. SSIMPSON TRAPS IN FDDNORJ L I •• -- -- -- - - STEP TOP OF '-4" °' I STEP TOP OF SIMPSON STHDIORJ Cu 1'-3 3'-10 STEP TOP OF—' F '- „ FDN. 2-0 t D 2'-0 FDN. 12 t I STRAPS IN FDN. FDN. 12"t 2'_0' S1 S ( 2,_1° 2'-0" STEP TOP OF 2 2'-7' FDN. 12 t STEP TOP OF 1,-7x FDN. 12"t 5 1/2" I l'-2 1/2" 5 1/2" 10 1/2" J7'-2' I 4'-4' 4'-6' 6'-4" 3'-0' 2'-0" 3'-0' 3'-0' 2'-0' 3'-0' 5'-6' 5'-6" 3'-6' 2'-4" 2'-0" 4'-0" 4'-10" 5'-0' ill -6, V-4' 8'-8 1/2"' 1'-8' 8'-5" 1'-8' 10'-3' 11-4" 8'-3 1/2' 1'-4" 11'-6" 13'-2' _ 8'-10' 9'-0" _ 13'-0" I 8'-10" 13'-2' PLAN 107 LOT 9 • 1/4'=1'-0 1. REFER TO HOUSE PLANS FOR DETAILS, 2, REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES, PLAN 107 LOT 7 IMPSON STHD10RJ TRAPS IN FDN. ISIMPSON STHD10RJ TRAPS IN FDN. LEGEND - F❑UNDATI❑N NOTES O PR❑VIDE BEAM POCKET AND GROUT SOLID AFTER BEAM IS SET, (TYPICAL EXCEPT WHERE NOTED). AT BASEMENT LEVEL BEAMS PROVIDE 8' WIDE x 12' HIGH x 5' DEEP BEAM POCKETS, O PROVIDE 1/2' DIA, x 12' LONG A307 ANCHOR BOLTS @ MAX. 24' ❑.C. WITH MIN. 2 BOLTS PER PIECE. LOCATE ONE BOLT WITHIN 12' OF EA. END OF EA, PIECE. (TYPICAL) O PROVIDE ADEQUATE WALL BRACING FOR ALL BASEMENT WALLS OVER 16'-0 LONG PRIOR TO PLACING BACKFILL AGAINST WALLS. DO NOT REMOVE BRACING UNTIL BASEMENT AND 1st FLOOR FRAMING ARE IN PLACE, O4 SLAB TO HAVE POSITIVE SLOPE AWAY FROM BUILDING. SO REFER TO DETAIL '1' FOR DEEP BASEMENT WINDOW REINFORCING. CTYP,) O6 TURN DOWN SLAB EDGE 12' BELOW FINISHED GRADE BY 8' WIDE, REINFORCE WITH 1-#4 CONT. TOP AND BOTTOM. SUPPORT EDGE ON 8' OR 10'0 PIERS DRILLED TO SOLID BEARING AND MINIMUM 3 FEET DEEP (WHERE SHOWN), NOTE: SEE FRAMING PLANS FOR STRAPS TO BE EMBEDDED IN FOUNDATION WALLS. O FIELD LOCATE PAD OR CAISSON UNDER ROOF OR DECK SUPPORT POST, PR❑VIDE 12 GA. POST BASE WITH 1/2' DIA. ANCHOR BOLT FOR POST, PLACE POST BASE DIRECTLY ONTO PAD OR CAISSON & WRAP WITH 2 LAYERS OF 30 L.B. FELT WHERE THEY PASS THRU SLAB, (TYP.) O PROVIDE A VOID SPACE BELOW PARTITIONS OVER SLAB ON GROUND. DRYWALL OR PANELING TO BE APPLIED TO ALLOW VERT, MOVEMENT AT BOTTOM! COVER W/ MOULDING. SEE DETAIL '3'. O WRAP PIPE COLUMNS AND UTILITY LINES W/ 3 LAYERS OF 30 L.B. FELT WHERE THEY PASS THRU SLAB. (TYPICAL) 10 PROVIDE 12' SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT PENETRATE SLAB. AB❑VE N❑TES Np.I REFERENCED ON F❑UNDATI❑N PLAN D❑ NOT APPLY TO THIS PLAN, REINFORCING TO BE ASTM A615 GRADE 60 UNLESS NOTED, NOTE: VERIFY ALL DIMENSIONS AND CONFIGURATION PRIOR TO STARTING CONSTRUCTION. o� \N hear Q m l 6G�/di17g ONO a ONT. i 0 12" VERT. ROW OF REINF., SECT. "E" REV, LEDGE DET, (N❑ SCALE) REFER TO SHEET S-2 GENERAL NOTES AND DETAILS (3000/1000) 0 I v 0 w R a ry LD z i 3 POI 0 J Li P21 as F11 4 TOP & . CONT. ROUGHEN 4' V❑ID MAT'L. BTWN, AT SPACE SEE SECT. 'A' FOR DETAILS. PROVIDE #5 x 2'-6" DWLS. ® 2'-0 MAX. (MIN. 2 DOWELS PER PAD) SECTION "E" 1/2'=1'-0 CRAWL SPACE NOTE, REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM. MASONITE OR 30 LB. FELT BOND BREAKER, CONT. 4" CONC. SLAB WHERE REQD. SIMPSON STH01 STRAPS IN FDN. STEP BOT OF- FDN. 2'-5t W d' 0 i v 00 BEAR ON UNDIS- TURBED SOIL. 11° ' CONC. SLAB (HERE REQD. 4-#4 TOP & BOT, CONT. (2 EA. FACE) ROUGHEN 4' VOID MAT'L. BTWN. PADS. SEE SECT. 'A' FOR DETAILS. PROVIDE #5 x 2'-6" DWLS. SEE® 2'-0 MAX. (MIN. 2 DWLS. 'LAN PER PAD) SECTI❑N "E" SIM," 1/2'=1'-0 8" W SLAB WHERERE REQD. 4 TOP & . CONT, ~ H 3 POLY. ROUGHEN o M J — P 'v 4' VOID MAT'L. BTWN. PADS. r�# SEE SECT. 'A' 7SEE IF❑R DETAILS. BEAR ❑N UNDISPROVIDE #5 x 2'-6"DWLS. TURBED S❑IL. ® 2'-0 MAX. (MIN. 2 OWLS. LAN PER PAD) SECTION "D" 1/2'=1'-0 MASONITE OR 30 LB. FELT BOND BREAKER, CONT. 4" CONC. SLAB WHERE REQD. c BEAR ON UNDIS- TURBED S❑IL. _ 4' CONC. SLAB WHERE REQD. TOP & BOT. (2 EA. FACE) ROUGHEN •4' V❑ID MAT'L, BTWN, PADS. SEE SECT. 'A' FOR DETAILS. PROVIDE #5 x 2'-6" DWLS. SEE ® 2'-0 MAX. (MIN. 2 DWLS. 'LAN PER PAD) SECTION "D SIM," 1/2'=1'-0 TOP OF 1'-6"f O I STEP TOP OF STEP TOP OF (SIM.- 6'-0 NOTCH FDN. 76" MAX. FOR p �N• 9•} FDN. 5 t D WALL HT.) p DOOR & MAINTAIN 16' MIN. o o BTWN. ROWS OF REINF. S1 S2 S1 S2 ,'NV St S2 C0 (SIM. -4'-1 un NOTCH FON. 16' MAX. FOR (SIM. -4'-1 NOTCH FON. 12" MAX. FOR Go WALL HT.} DOOR & MAINTAIN 16" MIN. WALL HT.) DOOR & MAINTAIN 16' MIN. x ul CROSSHATCHING INDICATES PLACEMENT BTWN. ROWS OF REINF. BTWN. ROWS OF REINF. 2 OF 4' VOID MATL. UNDER GRADE BEAM. i I OMIT FTG. PAD &SEAL VOID W/ POLY. 11� STEP TOP "}F - (TYPICAL) 11 WALL I GARAGE I ' I i i•• GARAGE i 4 CONC. SLAB ON GRADE GARAGE v 16" FTG. PAD TYP. 4 CONC. SLAB ON GRADE i i ® 2 I i 4 CONC. SLAB ON GRADE , v - EXCEPT WHERE NOTED ® I l i (SIM. -6'-0 l i 6, 2 I ® a, I I I I I I WALL HT.D } i I D I I I I I S1 S I " • - 8" WALL TYPICAL (SIM. -4'-10 S1 SIM. I SIM. ' I " I EXCEPT WHERE NOTED WALL HT.) � STEP BOT OF NOTCH FDN. 15' MAX. FOR FON. 2'-5t STEP BOT OF FDN. 3'-2t J STEP 80T OF FDN. 6"t ' DOOR & MAINTAIN 24" MIN. BTWN. ROWS OF REINF. (SIM. -6'-6 (SIM. -7'-3 (SIM.- 6'-6 WALL HT.} Q o NOTCH FDN. 14' MAX. FOR WALL HT.) p DOOR NOTCH FDN. 26' MAX. FOR WALL HT. D S1 S (SIM.- 6'-6 WALL HT.) S1 2 in & MAINTAIN 24" MIN. BTWN. ROWS OF REINF. St S n » DOOR &MAINTAIN IN MIN. BTWN. ROWS OF REINF. St S2 I IL I I d o I_---________ __---__--- __ _____________ _ ___ ___ _____________ ----____ 1/4'=1'-0 1, REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SHEET S-2 FOR SECTIONS, DETAILS AND GENERAL NOTES. GENERAL NOTES 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 @ 28 DAYS (4,500 PSI WHERE REQD, SEE S❑IL REPORT). B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60. LAP BARS 24' MINIMUM AT SPLICES. MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEPD❑WNS. STAGGER SPLICES. C. REINFORCING ALTERNATE, 1-#4 GRADE 60 MAY BE REPLACED WITH 1-#5 GRADE 40, 3, STEED 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 -24B', 4. F❑UNDATI❑N S❑IL CRITERIAt DESIGN BASED ON RECOMMENDATIONS BY CTL/THOMPSON, INC. PROJECT N0, 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, (3000/1000) City of Wheat Ridge Single Family - New PERMIT - 202100991 PERMIT NO: 202100991 ISSUED: 06/23/2021 JOB ADDRESS: 11871 W 51st Ave EXPIRES: 06/23/2022 JOB DESCRIPTION: Hance Ranch - New single family town home - 2 -story, 3 bedroom, 2.5 bath - 1,818 sq ft total (Plan 107, Lot 9 Block 3) *** CONTACTS *** OWNER HANCE RANCH DEVELOPMENT LLC GC (303)420-2899 MEGAN SPARKS 160075 REMINGTON HOMES OF COLORADO SUB (303)423-1982 TOM LAUHON 017790 FOUR SEASONS HEATING, INC. SUB (720)563-9164 MICHAEL J LIND RAVEN LIND 170368 RED ROCK ELECTRIC SUB (303)421-4506 BEN MILLWOOD 019354 MILLWOOD PLUMBING & HEATING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2927 / PARK MEADOWS BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 261,616.80 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 51493.95 Permit Fee 21176.95 Engin. Review Fee 100.00 ** TOTAL ** 71890.90 *** 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. 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. 1* � � i City of Wheat Ridge Single Family - New PERMIT - 202100991 PERMIT NO: 202100991 ISSUED: 06/23/2021 JOB ADDRESS: 11871 W 51st Ave EXPIRES: 06/23/2022 JOB DESCRIPTION: Hance Ranch - New single family town home - 2 -story, 3 bedroom, 2.5 bath - 1,818 sq ft total (Plan 107, Lot 9 Block 3) 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. 06/23/2021 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.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Monday, May 17, 20215:29:12 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 - Only enter one unit on this application 11871 West 51st Avenue 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 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 01:K161CiI91 ffl0N]avOLelN:/ Detailed Scope of New single family townhome - 2 -story, 3 bedroom, 2.5 bath - Work - Example: New 1,818 sq ft total (Plan 107, Lot 9 Block 3) single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of New Construction 1,818 Foundation Plans for Structurals.odf Specific Building Elevations of Building Elevations.odf Site Plan showing Unit 1211-1627 B03L07-09 ndf Highlighted Floor plan of Unit 107 ndf Construction Plans Field not completed. scanned on 11'x17" or larger Project Value (contract 210,742 107 Plan Living Space 1818 $130.58 $237,394.44 value or cost of ALL Garage 459 $5128 $23,53752 materials and labor) porch, deck, patio 39 $17.56 $684.84 $261,616.80 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. 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. Dave Brossman, Development Review Engineer, 05/18/2021 City of COMMER CIA LIMUL TI- FA MIL Y �7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW COMMUNITY Date: 05/18/2021 Location: 11871 W 51st 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. Dig ly ned Date ea2029Y05.181358a12 0600'' 05/18/2021 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: 05/18/2021 Location of Construction: 11867 W 51st 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: 05/18/2021 ADDRESS: 11871 W 51 st 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: 2021.05.18 13:57:47 -06'00' Signature CC: File w .ci.wheatridgexo.us Rev 0420 From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Monday, May 17, 20215:29:12 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 - Only enter one unit on this application 11871 West 51st Avenue 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 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 - 2 -story, 3 bedroom, 2.5 bath - Work - Example: New 1,818 sq ft total (Plan 107, Lot 9 Block 3) single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of 1,818 New Construction Foundation Plans for Structurals.odf Specific Building Elevations of Building Elevations.odf Site Plan showing Unit Highlighted Floor plan of Unit 107 ndf Construction Plans scanned on 11'x17" or larger Project Value (contract value or cost of ALL materials and labor) Field not completed. 210,742 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.