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Home My WebLink AboutHaymeadow Bldg E_SHEAR WALL SHEATHING REVISIONS_Sheets S1.03_IMEG 03-01-2023AND LOWER PLATE SPLICE 2'-4" MINIMUM OFFSET BETWEEN LOCATIONS OF UPPER PLATE SPLICE SPLICE AT UPPER TOP PLATE UPPER AND LOWER PLATES AT TOP OF WALL SPLICE AT LOWER TOP PLATE (2) ROWS 16d COMMON NAILS AT 5" (TOTAL 10 NAILS -MINIMUM) WOOD STUDSTYPICAL TOP PLATE SPLICE DETAIL FACE GRAINFACE GRAINTYP. PLATE SPLICE 1 S03.01 NAILING STAGGERED AT ADJACENT PANEL EDGES PLWOOD STUDS/BLOCKING AT ADJACENT PANEL EDGES NAILING SHALL BE STAGGERED HOLDOWN AT SHEARWALL ABOVE 2x (OR) 3x STUDS AS REQUIRED PR SHEAR WALL SCHEDULE THIS SHEET SILL PLATE HOLDOWN -AT ENDS OF SHEARWALL, SEE PLANS AND DETAILS FOR LOCATIONS AND OTHER INFORMATION AT ADJACENT PANEL EDGES NAILING SHALL BE STAGGERED EDGE FASTENING SEE SHEARWALL SCHEDULE EDGE MEMBERS FOR ALL SHEARWALLS SILL BOLTS OR SILL CONN. WITH 3"X3"X1/4" PLATE WASHER AT BASE OF SHEARWALL AT FOUNDATION. SEE SHEARWALL SCHEDULE TYPICAL PLYWOOD SHEARWALL DETAIL FIELD, INTERMEDIATE SUPPORT FASTENERS FULL HEIGHT STUDS -TYP. BLOCKING ALL PANEL EDGES FACE GRAIN SHEATHING 1/8" GAP EDGE FASTENERS ROOF OR FLOOR TRUSS TOP CHORD FLOOR SHEATING SHALL BE GLUED AND FASTENED PER GENERAL NOTES AND PLAN NOTES PANEL BOUNDARY FASTENERS GENERAL NOTES AND PLAN NOTES STAGGER SHEATHING EDGES SHEATHING EDGE FASTENING SEE GENERAL NOTES AND PLAN NOTES SHEATHING INTERMEDIATE SUPPORT FASTENING TO TRUSSES SEE GENERAL NOTES AND PLAN NOTES TYPICAL DIAPHRAGM SHEATHING AT FLOOR AND ROOF STUDS AT ALL PANLE POINTS PLYWOOD SHEATHING SEE SHEARWALL SCHEDULE VERTICAL PANEL JOINTS SHALL BE OFFSET (IN PLAN) EDGE NAILING SEE SHEARWALL SCHEDULE EDGE NAILING SEE SHEARWALL SCHEDULE SHEARWALL AT PLYWOOD SHEATHING ON BOTH SIDES STUDS AT ALL PANEL JOINTS EDGE NAILING SEE SHEARWALL SCHEDULE VERTICAL PANEL JOINT LOCATION PLYWOOD SHEATHING SEE SHEARWALL SCHEDULE SHEARWALL AT PLYWOOD SHEATHING ON ONE SIDE DOUBLE TOP PLATE CRIPPLE WALL DO NOT SPLICE BOTH PLATES AT BOTTOM PLATE, RE: SECTIONS ANCHOR BOLTS WITH 3"X3"X1/4" PLATE WASHER, RE: PLAN AND KING STUD CONTINUOUS SAME LOCATION PLANS FOR SIZE HEADER -SEE FRAMING WINDO W OR DOOR (1 )-T R IM M E R S T U D C O N T IN U O U S STUDS CRIPPLE TYPICAL HEADER /WALL FRAMING SHEAR WALL SCHEDULE PACK SUPPORTS FRAMING ABOVE TRIM MER W HERE JAMB STUD BLOCK SOLID TO MATCH (2)-PIECE BETWEEN WALL PLATES TYP., U.N.O. B E T W E E N H E A D E R A N D B O T T O M W A L L P L A T E PROVIDE OPENING REINFORCEMENT PER THIS SECTION AT SHEARWALLS 4'-0" LONG OR LESS TYPICAL SHEARWALL OPENING AT 4'-0" OR SHORTER WALLS CS16 STRAP 12" X 12" MAXIMUM OPENING DOUBLE TOP PLATE 2X BLOCKING (4)-A35 CLIPS (2)-TOP & (2)-BOTTOM (INCHES) (3000 PSI NORMAL WEIGHT CONCRETE) OTHER REINFORCING LAP SCHEDULE NOTE: Fy = 60,000 psi 3 TOP HOR. 16 OTHER 28 TOP HOR. 821 USE CLASS B SPLICE LAP SPLICE NOTES: 1.ALL SPLICES SHALL BE WIRED IN CONTACT, STACKED VERTICAL. 2.ALL SPLICES ARE "ls" UNLESS NOTED OTHERWISE. 3.LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS SCHEDULE. 4.BUNDLED BAR SPLICES: A. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL B. INCREASE LAP LENGTH 20% FOR A 3 BAR BUNDLE. C. INCREASE LAP LENGTH 33% FOR A 4 BAR BUNDLE. ADJUSTMENTS TO GIVEN LAP LENGTHS: 1.IF REINFORCING IS SPECIFIED AS EPOXY COATED, 2.IN LIGHTWEIGHT AGGREGATE IS SPECIFIED, 3.SCHEDULED LAP LENGTHS ASSUME: A. CLEAR COVER IS GREATER THAN BAR DIAMETER B. CLEAR SPACING BETWEEN BARS IS GREATER C. IF EITHER CONDITION A OR B IS NOT NET, 15 INCREASE SCHEDULED LAG LENGTHS BY 50%. INCREASE SCHEDULED LAP LENGTHS BY 33%. AND NOT LESS THAN 3/4" THAN 2 BAR DIAMETERS. INCREASE LENGTHS BY 50%. BE STAGGERED. SHEARWALL SCHEDULE 2X 2X MARK HOLDOWN SCHEDULE SIMPSON HOLDOWN NOTES ANCHOR BOLTS BOUNDARY COLUMN D HDU14-SDS2.5 NOTES: 1.ALL PLYWOOD AND GYPBOARD PANEL EDGES SHALL BE BLOCKED. BLOCKING SHALL MATCH THE STUDS AT ADJOINING PANEL EDGES. NAIL SPACING AT 12" ON CENTER ALONG INTERMEDIATE FRAMING MEMBERS. 3.STAGGER ALL SHEATHING JOINT AND SILL PLATE NAILING. 4.NAILS SHALL BE COMMON OR GALVANIZED BOX IN PLYWOOD SHEARWALLS. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSURE 1 SHEATHING, UNLESS NOTED OTHERWISE. 6. INDICATES SHEARWALL INDICATES HOLD-DOWN RE: HOLDOWN SCHEDULE 2. 5. EXTENT OF SHEARWALL INDICATED BY ON PLAN. TYPE TYPE AT EACH END OF WALL COMMENTS S1 S2 S3 S4 1. SIMPSON FLOOR TO FLOOR HOLD-DOWN STRAPS SHALL BE AS NOTED ON PLANS. HOLD-DOWNS ARE CALLED OUT AT 3.MINIMUM HOLD-DOWN COLUMN AT EACH WALL END SHALL BE (2)-2X6 FASTENED TOGETHER WITH NAILING EQUIVALENT TO THE PANEL EDGE NAILING. SIMPSON HOLD-DOWNS SHALL BE AS NOTED ON PLAN AND INSTALLED PER MANUFACTURER. 2. THE TOP OF THE SHEARWALL ON PLAN, AND SHALL BE INSTALLED AT EACH END OF THE WALL. 4.POST INSTALLED ANCHOR BOLTS SHALL BE APPROVED BY ENGINEER OF RECORD PRIOR TO INSTALLATION. 5.ANCHOR BOLTS SHALL BE INSTALLED WITH A HEAVY HEX NUT. ALL EXTERIOR WALLS SHALL BE TYPE SHEARWALLS UNLESS NOTED OTHERWISE.7. STEEL PLATE WASHERS 3"X3"X1/4" REQUIRED AT ALL ANCHOR BOLTS.8. PLAN MARK WALL SHEATHING AND ATTACHMENT 5/8" GYPSUM WITH 6d COOLER NAILS AT 4" ON BOTH SIDES 2X 2X FRAMING MEMBERS AT ABUTTING PANEL EDGES SILL PLATE CONNECTION TO BLOCKING / RIM AT FRAMED FLOORS (USE SHEARWALL MARK BELOW FLOOR) 16d COMMON NAILS AT 5" O.C. INTO SOLID BLOCKING OF SDS 1/4" X 4 1/2" WOOD SCREWS AT 9" OR SIMPSON A35 AT 1'-6" MAX. 16d COMMON NAILS AT 4" O.C. INTO SOLID BLOCKING OF SDS 1/4" X 4 1/2" WOOD SCREWS AT 8" OR SIMPSON A35 AT 1'-4" MAX. 16d COMMON NAILS AT 5" O.C. INTO SOLID BLOCKING OF SDS 1/4" X 4 1/2" WOOD SCREWS AT 9" OR SIMPSON A35 AT 6" MAX. 16d COMMON NAILS AT 5" O.C. INTO SOLID BLOCKING OF SDS 1/4" X 4 1/2" WOOD SCREWS AT 9" OR SIMPSON A35 AT 1'-6" MAX. ANCHOR BOLTS AT FOUNDATION OR STRUCTURAL SLAB 5/8"Ø X 10" ANCHOR BOLT OR 5/8"Ø X 6 1/2" TITEN HD AT 2'-8" O.C. 5/8"Ø X 10" ANCHOR BOLT OR 5/8"Ø X 6 1/2" TITEN HD AT 2'-8" O.C. 5/8"Ø X 10" ANCHOR BOLT OR 5/8"Ø X 6 1/2" TITEN HD AT 2'-8" O.C. 5/8"Ø X 10" ANCHOR BOLT AT 2'-8" O.C. BLOCKING / RIM ATTACHMENT TO WALL PLATES SIMPSON A35 OR LTP4 AT 1'-6" MAX. SIMPSON A35 OR LTP4 AT 1'-4" MAX. SIMPSON A35 OR LTP4 AT 1'-6" MAX. SIMPSON A35 OR LTP4 AT 1'-6" MAX. C HDU8-SDS2.5 B HDU5-SDS2.5 A DTT2Z (2)-2X6, (2)-2X4 (2)-2X6, (3)-2X4 (3)-2X6, (5)-2X4 (4)-2X6, (6)-2X4 21 BAR SIZE DEVELOPMENT LENGTH, ld CLASS B LAP SPLICE LENGTH, ls HOOK DEVELOPMENT LENGTH, ldh COMPRESSION SPLICE, lc 4 22 37 1128 2028 5 27 46 1436 2536 6 33 56 1643 3043 7 48 81 1962 3562 8 55 93 2271 4071 9 62 104 2580 4580 10 70 118 2890 5090 S1 S#X 7/16" THICK PLYWOOD SHEATHING WITH 8d COMMONS 4" O.C. EDGES, 12" O.C. FIELD 5/8"Ø ANCHOR ROD RE: 5/S1.02 AT FOUNDATION AND FLOOR TO FLOOR SEE 5/S3.01 7/16" THICK PLYWOOD SHEATHING WITH 8d COMMONS 3" O.C. EDGES, 12" O.C. FIELD 7/16" THICK PLYWOOD SHEATHING WITH 8d COMMONS 4" O.C. EDGES, 12" O.C. FIELD 2 5/8"Ø ANCHOR ROD RE: 5/S1.02 AT FOUNDATION AND FLOOR TO FLOOR SEE 5/S3.01 7/8"Ø ANCHOR ROD RE: 5/S1.02 AT FOUNDATION AND FLOOR TO FLOOR SEE 5/S3.01 1"Ø ANCHOR ROD RE: 5/S1.02 AT FOUNDATION AND FLOOR TO FLOOR SEE 5/S3.01 2 NO SCALE COLUMN CONNECTION TYPICAL STUD PACK 6 PLY COLUMN 5 PLY COLUMN 4 PLY COLUMN 3 PLY COLUMN 2 PLY COLUMN CS16 STRAP AT 3RD POINTS AND (1)-10d AT 1'-0" EACH PLAY (STAGGERED) CS16 STRAP AT 3RD POINTS AND (1)-10d AT 1'-0" EACH PLAY (STAGGERED) (1)-10d AT 1'-0" EACH PLAY (STAGGERED) (1)-10d AT 1'-0" EACH PLAY (STAGGERED) (1)-10d AT 1'-0" EACH PLAY (STAGGERED) PROJ. NO. DRAWN: CHECKED: DATE: REVISIONS SCALE: SHEET TITLE: ISSUED FOR: APPROVED: 3560 WALNUT ST. UNIT A DENVER, CO 80205 PHONE 303.758.3800 © NEO STUDIO 3/1/2023 3:41:21 PM3/4" = 1'-0"HAYMEADOWBUILDING D91 MT. HOPE CIRCLEEAGLE, COLORADO21008177.00 CLH JIN 11/17/22 PERMIT TYPICAL FRAMING SECTIONS S1.03 JIN 3/4" = 1'-0" DETAIL1 3/4" = 1'-0" SECTION6 3/4" = 1'-0" SECTION5 3/4" = 1'-0" SECTION3 3/4" = 1'-0" SECTION4 3/4" = 1'-0" SECTION7 3/4" = 1'-0" SECTION2 1 02/22/2023 BLDG. DEPT. RESPONSE AND REVISIONS 2 03/01/2023 SHEAR WALL SHEATHING REVISIONSE #4 AT 2'-0" X 1'-6"1'-6" #5 AT 1'-4" (2)-#5 X CONTINUOUS RE: CIVIL PATIO (2)-#5 AT TOP SEE PLAN4'-0" MIN.1'-0"3" CLR.2X6 TREATED PLATE WITH 5/8"ANCHOR BOLTS RE: SCHEDULE FOR SPACING #5 AT 1'-4" EACH WAY (2) #5 X CONTINUOUS (2) #5 CONTINUOUS 1/2" THICK PLYWOOD SHEATHING AT TOP SLAB ON GRADE RE: PLAN 2X6 BEARING WALL AT 1'-4" 1/2" ISOLATION JOINT 6"4'-0" MIN.1'-0"3"SEE PLAN 5 1/2" 2 1/2"8" MIN.RE: SOILS REPORT FOR 1'-6" DEEP OVER EXCAVATION BELOW ALL FOOTINGS 2 SHEARWALL RE: PLAN AND SCHEDULE #5 AT 1'-4" (2)-#5 X CONTINUOUS (2) #5 CONTINUOUS AT TOP 2X6 BEARING WALL AT 1'-4" #5 CONTINUOUS (SEE PLAN) T.O. SLAB 8" TYP.MIN.1'-0"1'-0"3" CLR.SEE PLAN 5 1/2"2 1/2" 2X6 TREATED PLATE WITH 5/8"Ø ANCHOR BOLT, RE: SCHEDULE FOR SPACING SLAB ON GRADE RE: PLAN RE: SOILS REPORT FOR GRAVEL BELOW SLABSEE PLANVARIESSHEARWALL, RE: PLAN AND SCHEDULE SLAB ON GRADE #5 AT 1'-4" (2)-#5 X CONTINUOUS (2) #5 CONTINUOUS AT TOP RE: PLAN 2X6 TREATED PLATE WITH 5/8"Ø ANCHOR BOLT, RE: SCHEDULE FOR SPACING 2X6 BEARING WALL AT 1'-4" #5 CONTINUOUS SLAB ON GRADE RE: PLAN (SEE PLAN) T.O. SLAB MIN.1'-0"1'-0"SEE PLAN 8" TYP.3" CLR.5 1/2"2 1/2" SLAB ON GRADE #5 AT 1'-4" (2)-#5 X CONTINUOUS (2) #5 CONTINUOUS AT TOP RE: PLAN 2X4 TREATED PLATE WITH 5/8"Ø ANCHOR BOLT, AT 2'-8" MAXIMUM(2)-2X4 BEARING WALL AT 1'-4" #5 CONTINUOUS ISOLATION JOINT (SEE PLAN) T.O. SLAB 3 1/2"2 1/2"1'-0"3" CLR.SEE PLAN 2X6 TREATED PLATE WITH 5/8"∅ANCHOR BOLT, RE: SHEARWALL SCHEDULE RE: 2/S-003 (2) #5 X CONTINUOUS 1/2" THICK PLYWOOD SHEATHING, RE: SHEARWALL SCHEDULE FOR EDGE NAILING SLAB ON GRADE RE: PLAN 2X6 BEARING WALL AT 1'-4" 1/2" ISOLATION JOINT FOR SPACING SIMPSON LUS HANGER EACH END 2X DECKING 2X8 LEDGER WITH 5/8"Ø X 6" TITEN HD ANCHORS AT 1'-0" STAGGERED SIMPSON AC POST CAP WOOD POST WITH ABU POST BASE WOOD BEAM, RE: PLAN (3)-#4 TIES AT TOP AND AT 12" (7)-#5 VERTICAL MIN.8"1'-0"3" CLR.SEE PLAN4'-0" MIN.4'-0"6"1'-4" Ø 3" 2 10" (3)-#5 EACH WAY ABU POST BASE 6X6 POST WITH (4)-#4 X REQ.8" (3)-#3 TIES AT TOP AND AT 1'-0"1'-0"3" CLR.SEE PLAN4'-0" MIN.6"RE: SOILS REPORT FOR 1'-6" DEEP OVER EXCAVATION BELOW ALL FOOTINGS EXTERIOR SLAB-ON-GRADE L 3X3X1/4 X 0'-6" WITH (1)-3/4"Ø X 6" TITEN HD HSS STRINGER RE: PLAN JOIST RE: PLAN (2)-#4 CONTINUOUSMIN.10"1'-6" RE: SOILS REPORT FOR GRAVEL BELOW SLAB 3" COLUMN DIM +1 3/4"1 1/2"COLUMNDIM+ 1 3/4"3"1 1/2"1 1/2"3"COLUMNDIM+ 3"3"1 1/2"3"1 1/2"3"3"COLUMNDIM+ 1 3/4"COLUMNDIM+ 1/2"COLUMN DIM + 1/2" COLUMN DIM + 1/2" PROVIDE (2)-ADDITIONAL VERTICAL BAR AT STEEL COLUMN (4)-3/4"Ø EXPANSION PLATE 3/4" X BASE CORNER TYPICAL BOLTS OR ANCHOR BOLTS END SLAB ON GRADE RE: PLAN 1" SHIM AND GROUT STEEL COLUMN RE: PLAN 8" MIN.BASE PLATE 3/4"X BASE PLATE 3/4"X 2X6 INTERIOR BEARING WALL WITH SHEATHING SLAB ON GRADE #5 AT 1'-4" (3)-#5 X CONTINUOUS AT GARAGE PLUMBING PIPE IN GROUND SLOPE 1/2" ISOLATION JOINT AT INTERIOR SLAB ON GRADE CURB ABOVE FOOTING PROVIDE BLOCKOUT IN AS REQUIRED AT PLUMBING PIPES PER M.E.P. PLANS SLAB AND TURN ABOVE PIPE TO EXTEND BELOW FOOTING TO PIPE IN GROUND TYPICAL PLUMBING THROUGH FOUNDATION WALL1'-0"MIN.1'-0"3" CLR.SEE PLAN RE: SOILS REPORT FOR GRAVEL BELOW SLAB #4 AT 2'-0" X 1'-6"1'-6" #5 AT 1'-4" (2)-#5 X CONTINUOUS RE: CIVIL PATIO OR DECK, (2)-#5 AT TOP SEE PLAN4'-0" MIN.1'-0"3" CLR.6" NOTCH SLAB 1 1/4" X 6" FOR DOOR SILL RE: MANUFACTURER RE: SOILS REPORT FOR 1'-6" DEEP OVER EXCAVATION BELOW ALL FOOTINGS (6)-#4X CONT. #4 X 1'-0" 2'-8" L3X3X3/16 X CONT. WITH 1/2" Ø HIHI TZ BOLTS AT 1'-4" RE: ARCH FOR FAUX STONE (2) #4X CONT. TOP 8" AT 1'-0" SHEARWALL RE: PLAN AND SCHEDULE #5 AT 1'-4" (2)-#5 X CONTINUOUS (2) #5 CONTINUOUS AT TOP 2X4 BEARING WALL AT 1'-4" #5 CONTINUOUS (SEE PLAN) T.O. SLAB 8" TYP.MIN.1'-0"1'-0"3" CLR.SEE PLAN 5 1/2"2 1/2" 2X4 TREATED PLATE WITH 5/8"Ø ANCHOR BOLT, RE: SCHEDULE FOR SPACING SLAB ON GRADE RE: PLAN RE: SOILS REPORT FOR GRAVEL BELOW SLABSEE PLANVARIESPROJ. NO. DRAWN: CHECKED: DATE: REVISIONS SCALE: SHEET TITLE: ISSUED FOR: APPROVED: 3560 WALNUT ST. UNIT A DENVER, CO 80205 PHONE 303.758.3800 © NEO STUDIO 3/1/2023 3:41:22 PM3/4" = 1'-0"HAYMEADOWBUILDING D91 MT. HOPE CIRCLEEAGLE, COLORADO21008177.00 CLH JIN 11/17/22 PERMIT FOUNDATION SECTIONS S1.04 JIN 3/4" = 1'-0" DETAIL1 3/4" = 1'-0" DETAIL2 3/4" = 1'-0" DETAIL3 3/4" = 1'-0" DETAIL4 3/4" = 1'-0" DETAIL5 3/4" = 1'-0" DETAIL113/4" = 1'-0" DETAIL10 3/4" = 1'-0" DETAIL8 3/4" = 1'-0" DETAIL9 3/4" = 1'-0" DETAIL7 3/4" = 1'-0" SECTION6 3/4" = 1'-0" DETAIL12 1 02/22/2023 BLDG. DEPT. RESPONSE AND REVISIONS 2 03/01/2023 SHEAR WALL SHEATHING REVISIONS 3/4" = 1'-0" DETAIL13 E 16d NAIL OR SDS SCREW SEE SHEARWALL SCHEDULE FOR SPACING FLOOR SHEATHING SEE PLAN FLOOR JOIST SEE PLAN FRAMING CLIP SEE SHEARWALL SCHEDULE FOR SPACING 1 1/4" VERSA STRAND BOARD 1/2" THICK PLYWOOD SHEATHING 1 1/2" GYPCRETE TOPPING 2 16d NAIL OR SDS SCREW SEE SHEARWALL SCHEDULE FOR SPACING FLOOR SHEATHING SEE PLAN FLOOR JOIST SEE PLAN BCI BLOCKING AT 4'-0" FRAMING CLIP SEE SHEARWALL SCHEDULE FOR SPACING 1 1/4" VERSA STRAND BOARD 1/2" THICK PLYWOOD SHEATHING 1 1/2" GYPCRETE TOPPING 2 1" TYP.1" TYP. 4" 4" 1 1/2" GYPCRETE TOPPING BCI BLOCKING AT 4'-0" HEADER SEE PLAN DOOR SEE ARCH. RAILING SEE ARCH. SLOPED DECK JOIST SEE PLAN SIMPSON LUS28 HANGER 2X8 LEDGER WITH SDWS WOOD SCREWS AT 8" STAGGERED (4)-1/4"Ø X 4 1/2" SCS SCREWS GLU-LAM BEAM SEE PLAN 1/4 X 1/8 SIMPSON SDWC15600 WOOD SCREW AT 22.5° (TYPICAL EVERY JOIST) 1 1/4" THICK X 6" "DUXXBAK" COMPOSTIE DECKING SEE ARCH. AND SPECS. 1 1 1/2" GYPCRETE TOPPING EDGE NAILING FLOOR SHEATHING FLOOR JOIST SEE PLAN FRAMING CLIP PER SHEARWALL SCHEDULE SHEARWALL SEE PLAN BCI BLOCKING AT 4'-0" END OF SHEARWALL ALTERNATE STRAP TIE SOLID BLOCKING SHEARWALL COLUMN SEE PLAN DRILL PLATES FOR THREADED RODPARALLEL CASEFLOOR FRAMINGOMIT ATTHREADED ROD RE: MANUFACTURER FOR DIAMETER HDU4-SDS2.5 HOLDOWN SEE PLAN 2"16d NAIL OR SDS SCREW SEE SHEARWALL SCHEDULE FOR SPACING FLOOR SHEATHING SEE PLAN FLOOR JOIST SEE PLAN FRAMING CLIP SEE SHEARWALL SCHEDULE FOR SPACING 1 1/2" GYPCRETE TOPPING1/2" THICK PLYWOOD SHEATHING BEAM SEE PLAN 1 1/4" VERSA -STRAND RIM BOARD BLOCKING 2 FLOOR JOIST SEE PLAN 2X4 BEARING WALL AT 1'-4" FLOOR SHEATHING SEE PLAN 1 1/2" GYPCRETE TOPPING 2x BLOCKING FLOOR JOIST SEE PLAN SHEARWALL, SEE PLAN AND SCHEDULE FLOOR SHEATHING SEE PLAN 1 1/2" GYPCRETE TOPPING 2x BLOCKING 16d OR SDS SCREW PER SHEARWALL SCHEDULE SHEARWALL, SEE PLAN AND SCHEDULE FRAMING CLIP PER SHEARWALL SCHEDULE 16d NAIL OR SDS SCREW SEE SHEARWALL SCHEDULE FOR SPACING FLOOR SHEATHING SEE PLAN FLOOR JOIST SEE PLAN FRAMING CLIP SEE SHEARWALL SCHEDULE FOR SPACING 1 1/2" GYPCRETE TOPPING SHEARWALL SEE PLAN AND SCHEDULE BCI BLOCKING AT 4'-0" RIM BOARD 2X4 BEARING WALL AT 1'-4"3"MIN.3 1/2"(2)-9 1/2" LVL BEAM FLOOR SHEATHING JOIST WITH SIMPSON LUS28 HANGER (2)-2X4 BEARING WALL AT 1'-4"~L2 1/2 X 2 1/2 X 1/4 X 0'-7" ANGLE WITH (2)-1/2"Ø THRU-BOLTS HSS STRINGER SEE PLAN STAIRS, SEE ARCH. 3/16 3 SIDES 1/8 3/16 HSS BEAM SEE PLAN RAILING SEE PLAN LANDING SEE PLAN HSS STRINGER SEE PLAN 3/16 HSS BEAM SEE PLANL1 1/2 X 1 1/2 X 1/4 X CONTINUOUS HSS BEAM WITH WOOD NAILER WITH (2)-1/4"TEK SCREWS AT 1'-4" FLOOR SHEATHING JOIST WITH SIMPSON LUS28 HANGER (2)-2X4 BEARING WALL AT 1'-4" 3/16 3/16 TYP. HSS STRINGER SEE PLAN 3/16 3/16 3/16 1/4" X 3 1/2" X 1'-6" PLATE L4X4X1/4X0'-4" STEEL BEAM SEE PLAN HSS COLUMN FLOOR SHEATHING SEE PLAN FLOOR JOIST SEE PLAN 1 1/2" GYPCRETE TOPPING BEAM SEE PLAN 1 1/2" GYPCRETE TOPPING BCI BLOCKING AT 4'-0" HEADER SEE PLAN DOOR SEE ARCH. RAILING SEE ARCH. TREATED SLOPED DECK JOIST SEE PLAN SIMPSON LUS28 HANGER TREATED 2X10 LEDGER WITH SDWS WOOD SCREWS AT 8" STAGGERED (3) TREATED 2x BEAM SEE PLAN 1" TYP.1" TYP. 4" 4" 1/4 X 1/8 SIMPSON SDWC15600 WOOD SCREW AT 22.5° (TYPICAL EVERY JOIST) 1 1/4" THICK X 6" "DUXXBAK" COMPOSTIE DECKING SEE ARCH. AND SPECS. 1 1" TYP.1" TYP. 4" 4"RAILING SEE ARCH. 1/4 X 1/8 SIMPSON SDWC15600 WOOD SCREW AT 22.5° (TYPICAL EVERY JOIST) FLOOR SHEATHING SEE ARCH. TREATED SLOPED DECK JOIST SEE PLAN SIMPSON LUS28 HANGER (3) TREATED 2x BEAM SEE PLAN 16d NAIL OR SDS SCREW SEE SHEARWALL SCHEDULE FOR SPACING FLOOR SHEATHING SEE PLAN FLOOR JOIST SEE PLAN BCI BLOCKING AT 4'-0" FRAMING CLIP SEE SHEARWALL SCHEDULE FOR SPACING 1 1/4" VERSA STRAND BOARD 1/2" THICK PLYWOOD SHEATHING 1 1/2" GYPCRETE TOPPING 2 16d NAIL OR SDS SCREW SEE SHEARWALL SCHEDULE FOR SPACING ROOF SHEATHING SEE PLAN ROOF JOIST SEE PLAN FRAMING CLIP SEE SHEARWALL SCHEDULE FOR SPACING 1 1/4" VERSA -STRAND RIM BOARD BLOCKING 1/2" THICK PLYWOOD SHEATHING BEAM SEE PLAN 12 1 1/2" THICK PLYWOOD SHEATHING 2 2 PROJ. NO. DRAWN: CHECKED: DATE: REVISIONS SCALE: SHEET TITLE: ISSUED FOR: APPROVED: 3560 WALNUT ST. UNIT A DENVER, CO 80205 PHONE 303.758.3800 © NEO STUDIO 3/1/2023 3:41:28 PM3/4" = 1'-0"HAYMEADOWBUILDING D91 MT. HOPE CIRCLEEAGLE, COLORADO21008177.00 CLH JIN 11/17/22 PERMIT FLOOR FRAMING SECTIONS S3.01 JIN 3/4" = 1'-0" DETAIL1 3/4" = 1'-0" DETAIL2 3/4" = 1'-0" DETAIL3 3/4" = 1'-0" DETAIL4 3/4" = 1'-0" DETAIL5 3/4" = 1'-0" DETAIL6 3/4" = 1'-0" DETAIL7 3/4" = 1'-0" DETAIL8 3/4" = 1'-0" DETAIL9 3/4" = 1'-0" DETAIL10 3/4" = 1'-0" DETAIL11 3/4" = 1'-0" DETAIL12 3/4" = 1'-0" DETAIL13 3/4" = 1'-0" DETAIL14 3/4" = 1'-0" DETAIL15 3/4" = 1'-0" DETAIL16 3/4" = 1'-0" DETAIL17 1 02/22/2023 BLDG. DEPT. RESPONSE AND REVISIONS 2 03/01/2023 SHEAR WALL SHEATHING REVISIONS 3/4" = 1'-0" DETAIL18 E 1