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Tim Fyrst 15 Unit Const. Plans APARTMENTSWASHINGTON & RICE 15 UNIT APARTMENT COMPLEX ADDRESS: UNASSIGNED YELM, WA. 98597 LEGAL: SEE CIVIL DRAWINGS DESIGN BRUCE BROWN 1011 MELLEN STREET CENTRALIA, WASHINGTON 98531 TELEPHONE: (360) 736-4751 CONTACT: BRUCE BROWN OWNER TIM FYRST ADDRESS: EMAIL: tim@firstfinishers.com PHONE: 360.239.9883 CONTACT: TIM FYRST STRUCTURAL ENGINEER PRECISE ENGINEERING INC. 1011 MELLEN STREET CENTRALIA, WASHINGTON 98531 TELEPHONE: 360.736.1137 CONTACT: HAROLD HAHNENKRATT CIVIL ENGINEER BUSINESS NAME: OLYMPIC ENGINEERING ADDRESS: P.O. BOX 12690 PHONE: 360.705.2474 CONTACT: CHRIS MERRIT LANDSCAPING PUGET SOUND LANDSCAPING ADDRESS: 3323-B SOUTH BAY RD. N.E. OLYMPIA, WA. 98506 PHONE: 360.943.9201 CONTACT: ROLAND KOUHSEN DEFERRED SUBMITTALS ELECTRICAL MECHANICAL PLUMBING LANDSCAPE: PUGET SOUND LANDSCAPING PROJECT DESCRIPTION THIS PROJECT CONSIST OF TWO, TWO STORY APARTMENT BUILDINGS. (1) (7) UNITS (1) (8) UNITS (15) UNITS TOTAL SITE DATA / PROPERTY INFO SITE ADDRESS: UNASSIGNED YELM, WA. 98597 PARCEL 1 PARCEL N0: 75300901400 ADDRESS: UNASSIGNED YELM, WA 98597 PARCEL 2 PARCEL N0: 75300901200 ADDRESS: UNASSIGNED YELM, WA 98597 SITE AREA: PARCEL 1: 18,000 SF = 0.41 AC PARCEL 2: 12,000 SF = 0.27 AC REQUIRED PARKING: SEE CIVIL DRAWINGS INDEX OF DRAWINGS SHEET NUMBER DRAWING DESCRIPTION G1.0 COVER SHEET / GENERAL INFORMATION A-1.0 BUILDING 1 FIRST FLOOR PLAN - DOOR / WINDOW SCHEDULES - KEY NOTES A-1.1 BUILDING 1 SECOND FLOOR PLAN A-2.0 BUILDING 2 FIRST FLOOR PLAN - DOOR / WINDOW SCHEDULES - KEY NOTES A-2.1 BUILDING 2 SECOND FLOOR PLAN A-3.0 BUILDING SECTIONS A-4.0 WALL TYPES A-5.0 INTERIOR ELEVATIONS - KEY NOTES - FINISH SCHEDULE A-5.1 BUILDING 1 EXTERIOR ELEVATIONS - ROOF PLAN A-5.2 BUILDING 2 EXTERIOR ELEVATIONS - ROOF PLAN A-6.0 GENERAL NOTES S-1.0 BUILDING 1 FOUNDATION PLAN S-1.1 BUILDING 2 FOUNDATION PLAN S-1.2 FOUNDATION DETAILS S-2.0 BUILDING 1 SECOND FLOOR FRAMING PLAN - FRAMING DETAILS S-2.1 BUILDING 2 SECOND FLOOR FRAMING PLAN - FRAMING DETAILS S-3.0 BUILDING 1 ROOF FRAMING PLAN - FRAMING DETAILS S-3.1 BUILDING 2 ROOF FRAMING PLAN - FRAMING DETAILS S-4.0 BUILDING 1 FIRST FLOOR SHEAR WALL PLAN S-4.1 BUILDING 1 SECOND FLOOR SHEAR WALL PLAN S-4.2 BUILDING 2 FIRST FLOOR SHEAR WALL PLAN S-4.3 BUILDING 2 SECOND FLOOR SHEAR WALL PLAN L-1 LANDSCAPE PLAN & PLANT SCHEDULE L-2 IRRIGATION PLAN - NOTES - & EQUIPMENT LIST L-3 LANDSCAPE & IRRIGATION DETAILS _k VICINITY PHOTO CODE DATA PROJECT NAME WASHINGTON & RICE 15 UNIT APARTMENT COMPLEX LOCAL JURISDICTION: YELM, WASHINGTON CODES UTILIZED: 2015 INTERNATIONAL BUILDING CODE (IBC) CURRENT ZONING: CBD OCCUPANCY: R2 IBC CONSTRUCTION TYPE: V -B SPRINKELED: NO NUMBER OF STORIES: 2 MAX. ALLOWABLE HEIGHT: 35' TOTAL PROPOSED BUILDING HEIGHT: 30' +/- SQUARE FOOTAGE PER STORY: 4,028.5 SQ. FT. 8,057 SQ. FT. PER BUILDING OCCUPANCY LOAD PER TABLE 1004.1.1 = 200 GROSS ACCESSIBLE DWELLING UNITS REQUIRED: (1) PER 25 UNITS - 15 UNITS = 1 ACCESSIBLE PROVIDED � U) m U U_ CD CD m E 3 0 M Lo W oO m rn Q 000 rn N� �Q z z Q U) W U_ E 0 U M Lo W oO m rn Q 000 rn Q Q �Q z z Q J � U u— Q z Lu U z w z m 0 z r Lu U) W ci o U zLo z w Lu J ch Z I2 rl- J M' Q o co L 0 u— x 0 E 0 U • a� rn �--+ U) 000 rn Q Q �Q LL - W z m 0 z r v Project Number Sheet Number A-1.0 OF Sheet Contents Project Title Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited. Drawn By Checked By Date Date . A 15 Unit Apartment Complex For: Tim Fyrst ADVANCED DRAFTING SERVICES 1011 MELLEN STREET CENTRALIA, WA. 98531 360 - 736 - 4751 PLANNING - DESIGN - DOCUMENTATION T:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\Tim Fyrst 7 Unit Type 1.dwg, 12/17/2019 10:24:37 AM, _AutoCAD PDF (General Documentation).pc3 Project Number Sheet Number A-1.1 OF Sheet Contents Project Title Drawn By Checked By Date Date Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited. . A 15 Unit Apartment Complex For: Tim Fyrst ADVANCED DRAFTING SERVICES 1011 MELLEN STREET CENTRALIA, WA. 98531 360 - 736 - 4751 PLANNING - DESIGN - DOCUMENTATION T:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\Tim Fyrst 7 Unit Type 1.dwg, 12/17/2019 10:24:42 AM, _AutoCAD PDF (General Documentation).pc3 Project Number Sheet Number A-2.0 OF Sheet Contents Project Title Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited. Drawn By Checked By Date Date A 15 Unit Apartment Complex For: Tim Fyrst . ADVANCED DRAFTING SERVICES 1011 MELLEN STREET CENTRALIA, WA. 98531 360 - 736 - 4751 PLANNING - DESIGN - DOCUMENTATION T:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\Tim Fyrst 8 Unit Type 2.dwg, 12/17/2019 10:39:48 AM, _AutoCAD PDF (General Documentation).pc3 Project Number Sheet Number A-2.1 OF Sheet Contents Project Title Drawn By Checked By Date Date Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited. A 15 Unit Apartment Complex For: Tim Fyrst . ADVANCED DRAFTING SERVICES 1011 MELLEN STREET CENTRALIA, WA. 98531 360 - 736 - 4751 PLANNING - DESIGN - DOCUMENTATION T:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\Tim Fyrst 8 Unit Type 2.dwg, 12/17/2019 10:39:52 AM, _AutoCAD PDF (General Documentation).pc3 �Hl STAIR NOTE: MAX. RISE TO BE 1 1/2" MIN. RUN TO BE 11" 11/2"4 RAIL BETWEEN 34" AND 38" ABOVE THE STAIR NOSE. MIN. WIDTH OF STAIR TO BE 42" CLR. AND OPEN BALUSTERS TO PLACED SUCH THAT A 44 SPHERE MAY NOT PASS BETWEEN. CONC. SLAB SEE PLAN STA I R DETAIL TYP. I HOUR ROOF / CEILING ASSEMBLY SEE R-1 SHEET A-4.0 ASPHAL COMPOSITION ROOFING (CLASS ,A)± ROOF UNDERLAYMENT± ROOF SHEATHING PER STRUCTURAL TYP.* 2" AIR SPACE MIN.± MANFUACTURED ROOF TRUSS -a 24" O.C. MAX.± R38 BATT - BLOWN IN INSULATION± VAPOR RETARDER± (2) LAYERS 5/s" TYPE 'X' GWB PVA PRIMER (PERM PAINT) TOP PLATE li'-0" AFF. PRE -SHAPED STAIR HANDRAIL 2x2 MAX. 4" BETWEEN 412 P.T. TREAD 3 1/2"x12" P.T. G.L.B. STRINGER SIMPSON STAIR TREAD ANGLE TYP. TYP. I HOUR FLOOR / CEILING ASSEMBLY TYP, I HOUR FLOOR / CI SEE F-1 SHEET A-4.0 SEE F -I SHEET A-4.0 FLOORING MATERIAL PER PLAN± FLOORING MATERIAL PI FINISH FLOOR AND SUBFLOOR± FINISH FLOOR AND SUBI FLOOR JOISTS PER STRUCTURAL± FLOOR JOISTS PER STF: ACCOUSTICAL BATT INSULATION± ACCOUSTICAL BATT INE, Y2" GWB., PAINT y" G.W.B., PAINT SECOND FLOOR SECOND FL( 9'_0"AFF. nnnnnnnnnnnnn 9'-mAFF TYP. I HOUR FLOOR DWI SEPERATION WALL SEE W-3 SHEET A-4.0 V TYPE 'X' GWB, PAIN' SHEATHING PER STRUC' 2X WOOD FRAMING PEF; ACOUSTIC BATT INSULA %" TYPE 'X' GWB, PAIN' TYP. SLAB ON GRADE O TYP, SLAB ON GRADE SEE 5-1 SHEET A-4.0 m d � SEE 5-1 SHEET A-4.0 FLOOR FINISHES PER PLAN± w FLOOR FINISHES PER P. GONG. SLAB PER STRUCTURAL± O U Q CONG. SLAB PER STRU( R-10 RIGID INSULATION 24" 9 m R-10 RIGID INSULATION PERIMETER OF HEATED SPACES± CB PERIMETER OF HEATED UNDERSLAB VAPOR BARRIER+- � Q Z W UNDERSLAB VAPOR B< CAPILLARY BREAK MATERIAL PER SOILS U NN CAPILLARY BREAK MA REPORT± d o REPORT± NATIVE SOILS OR COMPACTED U H cn Z ti NATIVE SOILS OR COME STRUCTURAL FILL PER SOILS REPORT, W J � a N STRUCTURAL FILL PER FIRST FLOOR Z 0 FIRST FLOOF +0'-0" F.F. Q I� M s WA _CTION 6 TYP. EXT. SCALE: 1/2" = I'-0" 12" _CTION g TYP. UNIT S' TION SCALE: 1/2" = I'-0" TOP PLATE AFF. SECOND FI 9'-0" A.F.F. FIRST FLOOR FF. PRE -EN( 0 24" 0.( DRAWING SUPPL IE ROOF SHTG. SEE STRUCTURAL DBL TOP PLATE SEE STRUCTURAL DETAIL STUDS AT 16" O.C. TYP. FLOOR SHTG. SEE STRUCTURAL FLOOR JOISTS SEE STRUCTURAL GONG. SLAB SEE STRUCTURAL "%i III r.ri ii AAMwORrwi i (g' 5UILDING SECTION O LL m d � 1G M 00 w U O U Q N m z Q CB 0 � Q Z W 0 C U NN H W d o W (til 0 U H cn Z ti A Z W J � O LL 1G M 00 w 00 O U Q N z Q CB cn � Q Z W 0 C U H W d o W W o U H cn Z ti A Z W J � a N QJ co W Cn Z 0 � ~ Q I� M O LL 1G _O Q E O U N E CB cn C L.L d o 0 A z cr � a N � O 5-1 U 4" CAPILLARY BREAK MATERIAL PER GEOTECH REPORT W ao III=III—III :El II—III—IIII=III=III- O — I 1=1 11=1 11=1 I I—III—III— __ — =111=111=111=1I I—III - MolstuRE BARRIER z V" Q w W C/) o 1X3 BRIDGING APPROX. CEILING WEIGHT SPSF FIRE TEST NRCC A-4440.1 (REVISED). o 6-24-91 SOUND TEST NRCC B-31502, 6-30-00 11100D I-J018t, WPM 11�4LLBOARD, I IC AND TEST (68 C 4 P) RESILIENT G�b4NEL8 NRCC 8-31502, 6-30-00 BASE LAYER I/2" TYPE X GYPSUM WALLBOARD APPLIED At RIGHT ANGELS TO RESILIENT CHANNELS 16" O.G. WITH I I/4" TYPE S DRYWALL FIRE CALK ALL SCREWS 12" O.C. RESILIENT CHANNELS APPLIED At RIGHT ANGLES t0 PENETRATIONS w/ 3M TM MINIMUMS I/2" DEEP WOOD I -JOISTS, WITH MINIMUM I I/4" DEEP x I I/2" WIDE FIRE BARRIER CP25W5 FLANGES AND MINIMUM 3/8" WEBS, 24" O.C. WITH I I/4" TYPE W DRYWALL SCREWS. FACE LAYER I/2" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGELS TO CHANNELS WITH 15/8" TYPE S DRYWALL SCREWS 12" O.C. FACE LAYER END JOINTS LOCATED MIDWAY BETWEEN CHANNELS AND ATTACHED t0 BASE LAYER WITH I I/2" TYPE G SCREWS 12" O.G. EDGE JOINTS OFFSET 24" FROM BASE LAYER EDGE JOINTS. WOOD I -JOISTS SUPPORTING 5/8" ORIENTED STRAND BOARD APPLIED At RIGHT ANGLES TO I -JOISTS WITH Sd COMMON NAILS 12" O.G. STG AND IIC TESTED WITH 40 oz CARPET OVER I/4" FOAM PAD. I I/2" CONC. F-43 2 BROOM FINISH TYP. -vvvvvvUvvvvMJZbN 9 RIGID METAL TYP. ROOF / EXHAUST DUCT ASPHALT COMPOSITION ROOFING (CLASS A) OVER I HOUR GA FILE NO. N/A FIRE NR NR NR CEILING � I LAYER OF ROOFING UNDSERLAYMENT W/ 60%RG2602 RESISTIVE INTERIOR HEATED OVERLAP OVER ROOF SHEATHING PER DESIGN WALL SPACE STRUCTURAL MANUAL 21St I 2" AIRSPACE EDITION y" GWB EA. SIDE PRE-MANUF. WOOD ROOF TRUSS m 24" O.G. SIDING PER ELEVATION (COORDINATE SUBSTRATE � R-38 BATT INSULATION BARRIER CP25W5 y" GWB W/ PVA PRIMER (PERM PAINT) BASE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED At RIGHT ANGELS TO ROOF TRUSSES 24" O.G. WITH I I/4" TYPE 'W' OR 'S' DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGELS TO TRUSSES WITH I 1/8" TYPE 'W' OR 'S' DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND I I/2" TYPE 'G' DRYWALL SCREWS 12" O.C. UJ -3 PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" TYP. UNIT 1 HOUR GA FILE NO. STG FIRE FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING I/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH ed rl- 5GR I F I I ON FIRE RATING SOUND RATING RESILIENT CHANNELS 16" O.G. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2x4 RATING SOURCE RATING SOURCE 2" RIGID INS. BELOW SLAB At HEALED SPACES JOINTS LOCATED MIDWAY BETWEEN STUDS END JOINTS BACK BLOCKED WITH tYP. SLAB FLOOR FINISH PER PLAN NR N/A N/A N/A ON GRADE —11=III=11 I HOUR GA FILE NO. 50 TO 54 FIRE tYP. I HOUR FC 5111 STC RESISTIVE FLOOR / " O.C. 21St EDITION TOPPING SLAB w/ P.T. 3/4" PLYWD. SHEATHING O EXTERIOR FLOOR DECK JOISTS PER PLAN TYPE 'X' GWB WATER RESISTANT. P.W. LID. FIRE RATING SOUND RATING RATING SOURCE RATING SOURCE RATING SOURCE RATING SOURCE TYP. RESISTIVE BARRIER W/ 60% OVERLAP NR N/A NR NR � VAPOR BARRIER WALL I 3M TM FIRE STRUCTURAL SEPERATION THICKNESS 53/5" WP 3242 50 TO 54 RESISTIVE WALL APPROX. WEIGHT 7 PSF DESIGN NAILS. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE-HOUR FIRE TEST BASED ON UL 814196, MANUAL 21st FIRE -RESISTANCE PROTECTION FOR TRUSSES. 05NK05311, 2-15-05 EDITION WOOD STUDS AT 16" O.G. WITH I I/4" TYPE 'S' DRYWALL SCREWS. ONE LAYER 5/8" RESILIENT CHANNELS. 3" MINERAL OR GLASS FIBER INSULATION IN SCUD SPACES. OPPOSITE SIDE: ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM CONC. SLAB SEE STRUCTURAL GEMENT COATED NAILS, 11/8" LONG, 0.0915" SHANK, 15/64 HEADS, l" O.G. PLUMBING WALL AT SHTG. PER STRUCTURAL INTERIOR Z'I'JOISTS PER UNIT CEILING DESIGN ASSEMBLY FIRESTOPPED STRUCTURAL, SPACED 16MANUAL 2x STUDS s 16O.C. UN.O.ON PLAN PER STRUCTURAL 5C� � �� � ®I �l W=� TYP. 2x4 STUDS � 16" O.C. U.N.O. ON PLAN N/A III l,V = � PER BELOW) OVER ONE LAYER WEATHER EXTERIOR SHTG. PER STRUCTURAL 2x6 SCUDS 16" O.C. UN.O. ON PLAN PER UL DESIGN U309 SOUND TEST NRCC TL -93-098, 3-98, IRC -IR -l61, 3-98 GYPSUM WALL BOARD, RESILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS. TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH I" TYPE 'S' DRYWALL SCREWS 8" O.G. WITH VERTICAL VENEER BASE APPLIED AT PARALLEL OR RIGHT ANGLES TO STUDS WITH 6d VERTICAL JOINTS STAGGERED 24" ON OPPOSITE SIDES. (LOAD BEARING) _ � " GWB EA. SIDE NR N/A NR NR " PLUMBING / MECH. PIPES m d � � 0 U m 0 r 0 O �G O U N C6 Q 0 O 0 0 N O O N H ROOF 455EM5L f E5 WALL 455EM5L 1E5 � � 5C� f �� f ON FIRE RATING SOUND RATING FLOOR / CEILING 455EM5L f E5 �.�i _ M rn Z (ff) (� � z Q J LL U Q Z 0 0 (/ w U H z w Z Z Q w co r` Z Qo co � M d 0 E 0 3 3 3 0 a RIGID METAL TYP. ROOF / EXHAUST DUCT ASPHALT COMPOSITION ROOFING (CLASS A) OVER I HOUR GA FILE NO. N/A FIRE NR NR NR CEILING � I LAYER OF ROOFING UNDSERLAYMENT W/ 60%RG2602 RESISTIVE INTERIOR HEATED OVERLAP OVER ROOF SHEATHING PER DESIGN WALL SPACE STRUCTURAL MANUAL 21St I 2" AIRSPACE EDITION y" GWB EA. SIDE PRE-MANUF. WOOD ROOF TRUSS m 24" O.G. SIDING PER ELEVATION (COORDINATE SUBSTRATE � R-38 BATT INSULATION BARRIER CP25W5 y" GWB W/ PVA PRIMER (PERM PAINT) BASE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED At RIGHT ANGELS TO ROOF TRUSSES 24" O.G. WITH I I/4" TYPE 'W' OR 'S' DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGELS TO TRUSSES WITH I 1/8" TYPE 'W' OR 'S' DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND I I/2" TYPE 'G' DRYWALL SCREWS 12" O.C. UJ -3 PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" TYP. UNIT 1 HOUR GA FILE NO. STG FIRE FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING I/2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH ed rl- 5GR I F I I ON FIRE RATING SOUND RATING RESILIENT CHANNELS 16" O.G. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2x4 RATING SOURCE RATING SOURCE 2" RIGID INS. BELOW SLAB At HEALED SPACES JOINTS LOCATED MIDWAY BETWEEN STUDS END JOINTS BACK BLOCKED WITH tYP. SLAB FLOOR FINISH PER PLAN NR N/A N/A N/A ON GRADE —11=III=11 I HOUR GA FILE NO. 50 TO 54 FIRE tYP. I HOUR FC 5111 STC RESISTIVE FLOOR / " O.C. 21St EDITION TOPPING SLAB w/ P.T. 3/4" PLYWD. SHEATHING O EXTERIOR FLOOR DECK JOISTS PER PLAN TYPE 'X' GWB WATER RESISTANT. P.W. LID. FIRE RATING SOUND RATING RATING SOURCE RATING SOURCE RATING SOURCE RATING SOURCE TYP. RESISTIVE BARRIER W/ 60% OVERLAP NR N/A NR NR � VAPOR BARRIER WALL I 3M TM FIRE STRUCTURAL SEPERATION THICKNESS 53/5" WP 3242 50 TO 54 RESISTIVE WALL APPROX. WEIGHT 7 PSF DESIGN NAILS. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE-HOUR FIRE TEST BASED ON UL 814196, MANUAL 21st FIRE -RESISTANCE PROTECTION FOR TRUSSES. 05NK05311, 2-15-05 EDITION WOOD STUDS AT 16" O.G. WITH I I/4" TYPE 'S' DRYWALL SCREWS. ONE LAYER 5/8" RESILIENT CHANNELS. 3" MINERAL OR GLASS FIBER INSULATION IN SCUD SPACES. OPPOSITE SIDE: ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM CONC. SLAB SEE STRUCTURAL GEMENT COATED NAILS, 11/8" LONG, 0.0915" SHANK, 15/64 HEADS, l" O.G. PLUMBING WALL AT SHTG. PER STRUCTURAL INTERIOR Z'I'JOISTS PER UNIT CEILING DESIGN ASSEMBLY FIRESTOPPED STRUCTURAL, SPACED 16MANUAL 2x STUDS s 16O.C. UN.O.ON PLAN PER STRUCTURAL 5C� � �� � ®I �l W=� TYP. 2x4 STUDS � 16" O.C. U.N.O. ON PLAN N/A III l,V = � PER BELOW) OVER ONE LAYER WEATHER EXTERIOR SHTG. PER STRUCTURAL 2x6 SCUDS 16" O.C. UN.O. ON PLAN PER UL DESIGN U309 SOUND TEST NRCC TL -93-098, 3-98, IRC -IR -l61, 3-98 GYPSUM WALL BOARD, RESILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS. TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH I" TYPE 'S' DRYWALL SCREWS 8" O.G. WITH VERTICAL VENEER BASE APPLIED AT PARALLEL OR RIGHT ANGLES TO STUDS WITH 6d VERTICAL JOINTS STAGGERED 24" ON OPPOSITE SIDES. (LOAD BEARING) _ � " GWB EA. SIDE NR N/A NR NR " PLUMBING / MECH. PIPES m d � � 0 U m 0 r 0 O �G O U N C6 Q 0 O 0 0 N O O N H 5GR I F I I ON FIRE RATING SOUND RATING RESILIENT CHANNELS 16" O.G. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2x4 RATING SOURCE RATING SOURCE 2" RIGID INS. BELOW SLAB At HEALED SPACES JOINTS LOCATED MIDWAY BETWEEN STUDS END JOINTS BACK BLOCKED WITH tYP. SLAB FLOOR FINISH PER PLAN NR N/A N/A N/A ON GRADE —11=III=11 I HOUR GA FILE NO. 50 TO 54 FIRE tYP. I HOUR FC 5111 STC RESISTIVE FLOOR / " O.C. 21St EDITION TOPPING SLAB w/ P.T. 3/4" PLYWD. SHEATHING O EXTERIOR FLOOR DECK JOISTS PER PLAN TYPE 'X' GWB WATER RESISTANT. P.W. LID. FIRE RATING SOUND RATING RATING SOURCE RATING SOURCE RATING SOURCE RATING SOURCE TYP. RESISTIVE BARRIER W/ 60% OVERLAP NR N/A NR NR � VAPOR BARRIER WALL I 3M TM FIRE STRUCTURAL SEPERATION THICKNESS 53/5" WP 3242 50 TO 54 RESISTIVE WALL APPROX. WEIGHT 7 PSF DESIGN NAILS. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE-HOUR FIRE TEST BASED ON UL 814196, MANUAL 21st FIRE -RESISTANCE PROTECTION FOR TRUSSES. 05NK05311, 2-15-05 EDITION WOOD STUDS AT 16" O.G. WITH I I/4" TYPE 'S' DRYWALL SCREWS. ONE LAYER 5/8" RESILIENT CHANNELS. 3" MINERAL OR GLASS FIBER INSULATION IN SCUD SPACES. OPPOSITE SIDE: ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM CONC. SLAB SEE STRUCTURAL GEMENT COATED NAILS, 11/8" LONG, 0.0915" SHANK, 15/64 HEADS, l" O.G. PLUMBING WALL AT SHTG. PER STRUCTURAL INTERIOR Z'I'JOISTS PER UNIT CEILING DESIGN ASSEMBLY FIRESTOPPED STRUCTURAL, SPACED 16MANUAL 2x STUDS s 16O.C. UN.O.ON PLAN PER STRUCTURAL 5C� � �� � ®I �l W=� TYP. 2x4 STUDS � 16" O.C. U.N.O. ON PLAN N/A III l,V = � PER BELOW) OVER ONE LAYER WEATHER EXTERIOR SHTG. PER STRUCTURAL 2x6 SCUDS 16" O.C. UN.O. ON PLAN PER UL DESIGN U309 SOUND TEST NRCC TL -93-098, 3-98, IRC -IR -l61, 3-98 GYPSUM WALL BOARD, RESILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS. TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH I" TYPE 'S' DRYWALL SCREWS 8" O.G. WITH VERTICAL VENEER BASE APPLIED AT PARALLEL OR RIGHT ANGLES TO STUDS WITH 6d VERTICAL JOINTS STAGGERED 24" ON OPPOSITE SIDES. (LOAD BEARING) _ � " GWB EA. SIDE NR N/A NR NR " PLUMBING / MECH. PIPES m d � � 0 U m 0 r 0 O �G O U N C6 Q 0 O 0 0 N O O N H FIRE RATING SOUND RATING RATING SOURCE RATING SOURCE RATING SOURCE RATING SOURCE TYP. RESISTIVE BARRIER W/ 60% OVERLAP NR N/A NR NR � VAPOR BARRIER WALL I 3M TM FIRE STRUCTURAL SEPERATION THICKNESS 53/5" WP 3242 50 TO 54 RESISTIVE WALL APPROX. WEIGHT 7 PSF DESIGN NAILS. APPROPRIATE ROOF COVERING. CEILING PROVIDES ONE-HOUR FIRE TEST BASED ON UL 814196, MANUAL 21st FIRE -RESISTANCE PROTECTION FOR TRUSSES. 05NK05311, 2-15-05 EDITION WOOD STUDS AT 16" O.G. WITH I I/4" TYPE 'S' DRYWALL SCREWS. ONE LAYER 5/8" RESILIENT CHANNELS. 3" MINERAL OR GLASS FIBER INSULATION IN SCUD SPACES. OPPOSITE SIDE: ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM CONC. SLAB SEE STRUCTURAL GEMENT COATED NAILS, 11/8" LONG, 0.0915" SHANK, 15/64 HEADS, l" O.G. PLUMBING WALL AT SHTG. PER STRUCTURAL INTERIOR Z'I'JOISTS PER UNIT CEILING DESIGN ASSEMBLY FIRESTOPPED STRUCTURAL, SPACED 16MANUAL 2x STUDS s 16O.C. UN.O.ON PLAN PER STRUCTURAL 5C� � �� � ®I �l W=� TYP. 2x4 STUDS � 16" O.C. U.N.O. ON PLAN N/A III l,V = � PER BELOW) OVER ONE LAYER WEATHER EXTERIOR SHTG. PER STRUCTURAL 2x6 SCUDS 16" O.C. UN.O. ON PLAN PER UL DESIGN U309 SOUND TEST NRCC TL -93-098, 3-98, IRC -IR -l61, 3-98 GYPSUM WALL BOARD, RESILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS. TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH I" TYPE 'S' DRYWALL SCREWS 8" O.G. WITH VERTICAL VENEER BASE APPLIED AT PARALLEL OR RIGHT ANGLES TO STUDS WITH 6d VERTICAL JOINTS STAGGERED 24" ON OPPOSITE SIDES. (LOAD BEARING) _ � " GWB EA. SIDE NR N/A NR NR " PLUMBING / MECH. PIPES m d � � 0 U m 0 r 0 O �G O U N C6 Q 0 O 0 0 N O O N H m d � � 0 U m 0 r 0 O �G O U N C6 Q 0 O 0 0 N O O N H O �G O U N C6 Q 0 O 0 0 N O O N H N O O N H 4" 42" MIN. 39" - 41 cr, M17 7w r - ❑5 A011 MIAI 1AllMIAI CLEAR FLOOR SRACE TOILET ROLL FORM LAMINATE COUNTER 1211 TOP ►-LAMINET BACK - SPLASH 3 MIL PVC EDGE SUPPORT PANEL BANDING ALL TO MATCH CABINET EXPOSED EDGES FINISH REQUIRED CLEA SPACE 4' SUPPORT PANEL A-5.0 12" 4_Q 12 1 19 0Il= LL_ O 0 I 21 26 I I 21" MAX. 31_0 ICL O U 14 0 19 U M 00 E Lu aD rn m 4" TOE A 1 m v SCALE: 3/8" A 15 PROVIDE GWB BEHIND ALL z f TUB AND SHO WE ENCLOSUF f o CLEAR FLOOR SPACE [E53 1 30" MIN. CLR FLR SFACE LAY. MOUNT ALL OUTLETS ON ALL GROUND FLOOR UNITS 15" MIN. FROM CENTER OF BOTTOM OUTLET TO FINISH FLOOR MOUNT ALL SWITCHES AND THERMOSTATS 48" MAX. FROM CENTER TO FINISH FLOOR v SUPPORT CLEAT A 9 0 ELEVATION BUILDING TN'RE 2 UNIT 1 ACCE5515LE BATIK DETAILS GENERAL NOTES: I. NO CARPET PAD IN ACCESSIBLE UNITS (A35). PROVIDE GLUE DOWN CARPET. SEE FINISH SCHEDULE. 2. IN ACCESSIBLE CLOSETS: CLOTHES ROD SHALL BE ADJUSTABLE TO 54", AND SHALL BE LOCATED BETWEEN 3. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. ADA LEVER HANDLES AT SINK OPEN BELOW 00 O a1 It \ 0 INSUL. PIPING ADA SINK 4" TOE SEE PLAN 1 TN'R, UNIT TUB / TOILET n n n s N T*'i=. UNIT TUB / TOILET TNRU RANGE KITCHEN ADA KITCHEN 5UILEDING T"rf=E I UNIT T Y II. I � I.drIVL. 18" MIN. 4 ACCE5515LE 5ATI4 4" BACK - SPLASH SCALE: 1/2" = I'-0" TN'R. UNIT TUB / TOILET 24x36 MIRROR U) 23 24 LL_ m I I 21 26 I I 21" MAX. 31_0 ICL O U -11 L -----J 25 20 19 FAI 4" VINYL BASE Y YII'l I L pfiJG BAG< BAR LOCATION OF SHOWER SPRAY UNIT W/ 60" MIN. HOSE THAT CAN BE USED FIXED OR AS HAND HELD UNIT. VERTICAL BAR MAY NOT INTERFERE WITH USE OF GRAB BAR SHOWER UNIT WITHIN 48" MAX. REACH HEIGHT. NO THRESHOLD ALOWED ON ROLL -IN TYPE SHOWER STALLS. APPROVED SHOWER PAN. NOTE: SEE BUILDING TYPE 2 FOR KEY NOTE CALL -OUTS e r U- C) a- 0 0 Q Q Ln Lp Ln rn 0 N LnL N 0 U) LL_ m >G O U_ d O U N U M 00 E Lu aD rn m Z O (n 3 � Lo Z z Q LuJ a =D U Q r z' Lo 0 0 Lu Lu 9 C 0 Lu �-�--� C/) U- C) a- 0 0 Q Q Ln Lp Ln rn 0 N LnL N 0 U) LL_ ui >G O U_ O U N M 00 E Lu aD rn U ) Z O (n � Lo Z z Q LuJ a =D U Q Z Lu z' Lo 0 0 Lu Lu 9 C Lu Lu �-�--� C/) C) U z 7 LU 'R:t Z LU M JZ O_ 0 < � O � O co M U- C) a- 0 0 Q Q Ln Lp Ln rn 0 N LnL N 0 O LL_ >G O O U N E co co U ) lb Lu Lo E U � U N � a O z Q1 z' Lo 0 0 U- C) a- 0 0 Q Q Ln Lp Ln rn 0 N LnL N 0 Project Number Sheet Number A-5.1 OF Sheet Contents Project Title Drawn By Checked By Date Date Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited. A 15 Unit Apartment Complex For: Tim Fyrst ADVANCED DRAFTING SERVICES 1011 MELLEN STREET CENTRALIA, WA. 98531 360 - 736 - 4751 PLANNING - DESIGN - DOCUMENTATION T:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\Tim Fyrst 7 Unit Type 1.dwg, 12/17/2019 10:24:47 AM, _AutoCAD PDF (General Documentation).pc3 Project Number Sheet Number A-5.2 OF Sheet Contents Project Title Drawn By Checked By Date Date Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited. A 15 Unit Apartment Complex For: Tim Fyrst . ADVANCED DRAFTING SERVICES 1011 MELLEN STREET CENTRALIA, WA. 98531 360 - 736 - 4751 PLANNING - DESIGN - DOCUMENTATION T:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\Tim Fyrst 8 Unit Type 2.dwg, 12/17/2019 10:39:57 AM, _AutoCAD PDF (General Documentation).pc3 DIVISION 1 GENERAL REQUIREMENTS E 02 PLAN VERACITY: WHILE EVERY ATTEMPT HAS BEEN MADE TO INSURE THE TRUSSES: IRC R502.11.1 - R502.112 WOOD TRUSSES SHALL BE ACCURACY OF THESE PLANS AND SPECIFICATIONS, SITE CONDITION, PRODUCT DESIGNED IN ACCORDANCE WITH APPROVED ENGINEERING AVAILABILITY, AND THE LIKE WILL AFFECT THE EXECUTION OF THIS PROJECT. PRACTICE. THE DESIGN AND MANUFACTURE OF METAL PLATE THEREFORE THESE DOCUMENTS MUST BE CONSIDERED AS GUIDELINES ONLY, CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI I. ALL INFORMATION MUST BE VERIFIED PRIOR TO CONSTRUCTION. ALL CHANGES THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED BY A TO THESE PLANS MUST BE EXECUTED IN ACCORDANCE WITH FEDERAL, STATE, 6 09 REGISTERED PROFESSIONAL WHERE REQUIRED BY THE AND LOCAL CODES, AND REGULATIONS. STATUES OF THE JURISDICTION IN WHICH THE PROJECT IS TO SOLE PLATE TO JOIST OR BLOCKING BE CONSTRUCTED IN ACCORDANCE WITH SECTION R106.1. Eta APPROVED PLANS: IRC 1063.1 WHEN THE BUILDING OFFICIAL ISSUES A PERMIT, (3) 16d PER 16" FACE NAIL THE CONSTRUCTION DOCUMENTS SHALL BE APPROVED IN WRITING OR BY BRACING: R502.112 TRUSSES SHALL BE BRACED TO PREVENT STAMP, WHICH STATES "REVIEWED FOR CODE COMPLIANCE" ONE SET OF THE ROTATION AND PROVIDE LATERAL STABILITY IN CONSTRUCTION DOCUMENTS SO REVIEWED SHALL BE RETAINED BY THE ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE BUILDING OFFICIAL. THE THE OTHER SET SHALL BE RETURNED TO THE UK] CONSTRUCTION DOCUMENTS FOR THE BUILDING AND BRACING APPLICANT, SHALL BE KEPT AT THE SITE OF WORK AND SHALL BE OPEN TO REQUIREMENTS, TRUSSES SHALL BE BRACED IN INSPECTION BY THE BUILDING OFFICIAL OR THEIR AUTHORIZED ACCORDANCE ON THE INDIVIDUAL TRUSS DESIGN DRAWINGS. REPRESENTATIVE. IN THE ABSENCE OF SPECIFIC WITH THE BUILDING TOP PLATES, LAPS AND INTERSECTIONS COMPONENT SAFETY INFORMATION (SCSI 1-03) GUIDE TO 1 Ib LIGHT AND VENTILATION AND HEATING: 8303.1 ALL HABITABLE ROOMS SHALL GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE OF METAL PLATE CONNECTED WOOD TRUSSES. FLOOR AREA OF SUCH ROOMS NATURAL VENTILATION SHALL BE THROUGH WINDOW, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR 6 02 LUMBER GRADING FOR VARIOUS WOOD AIR SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL MEMBERS. POSTS (CRAWL SPACE) 02 BTR DF OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE • POSTS (OTHER) DF MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE ______________________________9 • JOISTS, BEAMS AND STRINGERS *2 d BTR DF FLOOR AREA BEING VENTILATED. • BUCKS, BLOCKING, BRIDGING, ECT _--------------- UTILITY DF Ix8 SHEATHING OR LESS TO EACH BEARING • STUDS (2X4 d LARGER) n d BTR DF EU ATTIC ACCESS: IRC 8801.1 BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF RAFTERS____________________________________n d BTR DF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS • HEADERS____________________________________"2 d BTR DF THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES 20d fit 32" OC AT TOP AND BOTTOM AND STAGGERED (2) 20d AT ENDS AND AT EACH SPLICE OR MORE. • SUB FLOOR ----------------------------------3/4" T4G PLYWOOD NOTE : COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE NOTED. OR 11/16" OSB THE ROUGH OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHEATHING (WALLS) 15/32" CDX PLYWOOD SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE OR 1116" OSB LOCATION. A 30 -INCH MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC , SHEATHING (COMP. ROOF) 15/32" CDX PLYWOOD SPACE SHALL BE PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. OR 1/16" OSB SEE SECTION MI305.13 FOR ACCESS REQUIREMENTS WHERE MECHANICAL SHEATHING (SHAKE. ROOF) 1X4 "2 4 BTR EQUIPMENT IS LOCATED IN ATTICS. SKIP SHEATHING" ° SHEATHING (TILE. ROOF) 1X6 "2 4 BTR DF !SPACED PER SPECS) "SKIP SHEATHING" I 25 UNDER ACCESS: IRC R408.4 ACCESS SHALL BE PROVIDED TO ALL UNDER S SILLS, SLEEPERS,, NNAAILING BLOCKS PRESSURE TREATED FLOOR SPACES. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A (EMBEDDED IN CONG) DF MINIMUM OF 18" X 24". OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT - OR PER ENGINEERING STRUCTURAL PAGES LESS THAN 16 INCHES BY 24 INCHES. WHEN ANY PORTION OF THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREAWAY NOT LESS THAN 16 INCHES BY b II FLOOR FRAMING: IRC R502b THE ENDS OF EA CH JOIST, BEAM m 24 INCHES SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE -8502.1 BELOW THE THRESHOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS OR GIRDER SHALL HAVE NOT LESS THAN 15" OF BEARING ON WOOD OR OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. SEE METAL AND NOT LESS THAN 3" ON MASONRY OR CONCRETE EXCEPT SECTION MI305.1.4 FOR ACCESS REQUIREMENTS WHERE MECHANICAL WHERE SUPPORTED ON A 1" X 4" RIBBON STRIP AND NAILED TO THE EQUIPMENT IS LOCATED UNDER FLOORS. ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. EU PROTECTION AGAINST DECAY: IRC R319.1 PROTECTION FROM DECAY SHALL BE R5062.1 JOIST FRAMING FROM OPPOSITE SIDES OVER A BEARING PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY SUPPORT SHALL LAP A MIN. OF 3" AND SHALL BE NAILED TOGETHER DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH A MINIMUM OF THREE 10d FACE NAILS. A WOOD OR METAL SPLICE WITH AWPA UI FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. WITH STRENGTH EQUAL TO OR GREATER THAN THAT PROVIDED BY THE PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF OF UI. NAILED LAP IS PERMITTED. I. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN FW2b2 JOISTS FRAMING INTO THE SIDE OF WOOD GIRDER SHALL BE CLOSER THAN 18 INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 SUPPORTED BY APPROVED FRAMING ANCHORS OR ON LEDGER STRIPS INCHES TO THE EXPOSED GROUND IN CRAWL SPACES OR NOT LESS THAN NOMINAL 2" X 2". UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION, 6 14 WALL FRAMING: IRC TABLE 86023) UTILITY GRADE STUDS SHALL NOT 2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY BE SPACED MORE THAN Ib" ON CENTER OR SUPPORT MORE THAN A EXTERIOR FOUNDATION WALLS AND AR£ LESS THAN 8 INCHES FROM THE ROOF AND CEILING, OR EXCEED 8' IN HEIGHT FOR EXTERIOR AND LOAD EXPOSED GROUND. BEARING WALLS OR 10FOR INTERIOR NON-BEARING WALLS. R60232 3, SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLAB THAT IS IN WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND SLAB BY AN IMPERVIOUS MOISTURE BARRIER INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN TOP PLATES 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR SHALL BE OFFSET AT LEAST 24". CUTTING AND NOTCHING: R602b MAY CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 12 INCH ON TOPS, NOT EXCEED 25% IN BEARING OR EXTERIOR WALLS, MAY NOT EXCEED SIDES AND ENDS. 40% IN NON-BEARING WALLS. BORED HOLES: MAY NOT EXCEED 40% 5. WOOD SIDING, SHEATHING, AND WALL FRAMING ON THE EXTERIOR OF A WITH A 5/8" TO EDGE OF STUD, EXCEPT UP TO 60% IF STUD IS BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES FROM THE DOUBLED. GROUND. b. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE FLOORS OR ROOFS 6 15 HEADERS: IRC 602.1 FOR HEADER SPANS SEE TABLES R5025(l) AND THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY 85025(2). SLABS, UNLESS SEPARATED FROM SUCH FLOOR OR ROOFS BY IOUS MOISTURE BARRIER Il OO DIV 15I ON I THERMAL $ MO 15TURE 1. FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR PROTECTION CONCRETE WALLS BELOW GRADE EXCEPT WHERE APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS 1 01 FOUNDATION WALL DAMP -PROOFING: IRC R406.1 FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE DAMP PROOFED FROM THE TOP OF DIVISION 2 SITE UJORK THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARSING APPLIED TO THE 2 03 FOOTINGS 4 FOUNDATIONS: IBC 1805.1 FOOTINGS d EXTERIOR OF OF THE WALL. PARGING SHALL BE DAMP -PROOFED IN FOUNDATIONS SHALL BE BUILT ON UNDISTRUBED SOIL, ACCORDANCE WITH ONE OF THE FOLLOWING: COMPACTED FILL MATERIAL OR CLSM (CONTROLLED I. BITUMINOUS COATING. LOW -STRENGTH MATERIAL). 2. 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT. p I V I S I ON 3 CONCRETE 3. 1/8 INCH COAT OF SURFACE CEMENT COMPLYING WITH ASTM C881 1 03 ROOF COVERING: IRC 8903.1 ROOF DECKS SHALL BE COVERED WITH 3 01 CONCRETE STRENGTH: IRC R4022 CONCRETE SHALL HAVE A MIMIMUf1 APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR SPECIFIED f COMPRESSIVE STRENGTH OF AS SHOWN IN TABLE R4022. STRUCTURE IN ACCORDANCE WITH THE PROVISIONS IN ACCORDANCE cCONCRETE SUBJECT TO MODERATE OR SEVERE WEATHERING AS WITH THIS CODE AND THE APPROVED MANUFACTURE'S OF THIS CHAPTER INDICATED IN TABLE R3012 (1) SHALL BE AIR INTRAINED AS SPECIFIED IN ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED INSTALLATION TABLE R4022. THE MAXIMUM WEIGHT OF FLY ASH, OTHER POZZOLANS, INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED IN PROTECT THE BUILDING OR STRUCTURE. CONCRETE MIXTURES FOR GARAGE FLOOR SLABS, AND FOR EXTERIOR PORCHES, CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO 1 05 R4022.1 FLOORS: FLOOR FRAMING CAVITY INSULATION SHALL BE DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF THE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF TOTAL WEIGHT CEMENTITIOUS MATERIALS SPECIFIED IN SECTION 423 OF THE SUBFLOOR DECKING. INSULATION SUPPORTS SHALL BE INSTALLED ACI 318. MATERIALS USED TO PRODUCE CONCRETE AND TESTING SO SPACING IS NO MORE THAN 24 -INCHES ON CENTER FOUNDATION THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE CHAPTER 3 OF ACI 318 OR ACI 322. LOWER SURFACE OF THE FLOOR INSULATION. EXCEPTIONS: 3 01 FOUNDATION WALL HEIGHT: IRC 404.I10 CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE FINISHED GRADE ADJACENT I. THE FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4" WHERE MASONRY BE IN CONTACT WITH THE TOPSIDE OF SHEATHING OR CONTINUOUS VENEER IS USED AND A MINIMUM OF b" ELSEWHERE. INSULATION INSTALLED ON THE BOTTOM SIDE OF FLOOR FRAMING WHERE COMBINED WITH INSULATION THAT MEETS OR EXCEEDS THE 3 08 FOUNDATION FOOTING DEPTH: IRC 403.1.4 ALL EXTERIOR FOOTINGS MINIMUM WOOD FRAME R -VALUE IN TABLE R402.1.1 AND EXTENDS SHALL BE PLACED AT LEAST 12" BELOW UNDISTURBED GROUND FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING SURFACE. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO MEMBERS. CONFORM WITH FROST AND SEISMIC CONDITIONS. R403.1.4.1 - R403.1.4.2 2. WHEN FOUNDATION VENTS ARE NOT PLACED SO THAT THE TOP OF 3 09 FOUNDATION FOOTING SIZE: IRC 403.1.1 MINIMUM SIZES FOR CONCRETE AND THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION, MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE R403.1 AND A PERMANENTLY ATTACHED BAFFLE SHALL BE INSTALLED AT AN FIGURE R403.1 (1). THE FOOTING WIDTH, W, SHALL BE BASED ON THE ANGLE OF 30'FROM HORIZONTAL, TO DIVERT AIR FLOW BELOW THE LOAD-BEARING VALUE OF THE SOIL IN ACCORDANCE WITH TABLE LOWER SURFACE OF THE FLOOR INSULATION. R401.4.1 SPREAD FOOTINGS SHALL BE AT LEAST 6 INCHES IN THICKNESS, T. FOOTING PROJECTIONS, P, SHALL BE AT LEAST 2 INCHES AND SHALL 3. SUBSTANTIAL CONTACT WITH THE SURFACE BEING INSULATED IS NOT NOT EXCEED THE THICKNESS OF THE FOOTING. THE SIZE OF FOOTINGS REQUIRED IN ENCLOSED FLOOR/CEILING ASSEMBLIES CONTAINING SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE TRIBUTARY DUCTS WHERE FULL R VALUE INSULATION 15 INSTALLED BETWEEN LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE THE DUCT AND THE EXTERIOR SURFACE. WALL INSULATION: WALL R401.4.1. FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN ACCORDANCE INSULATION SHALL BE IN ACCORD DANCE WITH LOCAL ENERGY WITH THE DETAILS SET FORTH IN SECTION R4032, AND FIGURES R403.1(2) CODES. EXAMPLE: ABOVE GRADE EXTERIOR WALL SHALL BE AND R403.1(3). INSULATED TO NOT LESS THAN THE NOMINAL R -VALUE AS SPECIFIED ON THE ENERGY CODE APPLICATION FOR THE COMPLIANCE OPTION 3 10 FOUNDATION PIER PADS: IRC 403.1.1 SEE FOOTINGS. CHOSEN. SEE CHAPTER 6 TABLES. FACED BATTS SHALL BE FACE -STAPLED (NOT INSET -STAPLED) TO AVOID COMPRESSION. 3 II FOUNDATION WALL SIZES: R404.15 THE THICKNESS OF MASONRY OR CONCRETE FOUNDATION WALLS SHALL NOT BE LESS THAN THAT M WALL INSULATION: WALL INSULATION SHALL BE IN ACCORD DANCE WITH REQUIRED BY SECTION R404.15.1 OR 404.152 RESPECTIVELY. LOCAL ENERGY CODES. EXAMPLE: ABOVE GRADE EXTERIOR WALL SHALL BE INSULATED TO NOT LESS THAN THE NOMINAL R -VALUE AS 3 12 FOUNDATION ANCHORAGE: R403.Ib SILL PLATES AND WALLS SUPPORTED SPECIFIED ON THE ENERGY CODE APPLICATION FOR THE COMPLIANCE DIRTECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE OPTION CHOSEN. SEE CHAPTER b TABLES. FACED BATTS SHALL BE FOUNDATION IN ACCORDANCE WITH THIS SECTION. FACE -STAPLED (NOT INSET -STAPLED) TO AVOID COMPRESSION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL PANELS AT BUILDING 1 01 VAULTED CEILING INSULATION: VAULTED CEILING INSULATION SHALL BE INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES SHALL IN ACCORDANCE WITH LOCAL ENERGY COPES. EXAMPLE: VAULTED BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A CEILINGS SHALL BE INSULATED TO NOT LESS THAN THE NOMINAL MAXIMUM OF 6 FEET ON CENTER BOLTS SHALL BE AT LEAST 12 INCH IN R -VALUE SHOU.N ON THE ENERGY CODE APPLICATION FOR THE DIAMETER AND SHALL EXTEND A MINIMUM OF 1 INCHES INTO CONCRETE COMPLIANCE OPTION CHOSEN. SEE CHAPTER b TABLES. VAULTED OR GROUTED CELLS OF CONCRETE MASONRY UNITS. A NUT AND WASHER CEILING CAVITIES SHALL BE OF SUFFICIENT DEPTH TO ALLOW A MINIMUM SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A I" VENTED AIR SPACE ABOVE THE INSULATION. FACED BATTS SHALL BE MINIMUM OF TWO BOLTS PER PLATE WITH ONE BOLT LOCATED NOT MORE FACE -STAPLED (NOT INSET -STAPLED). THAN 12 INCHES OR LESS THAN 1 BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL SOLE PLATES ON 1 08 ATTIC INSULATION: ATTIC INSULATION SHALL BE IN ACCORDANCE WITH MONOLITHIC SLAB FOUNDATION THAT ARE NOT PART OF A BRACED WALL LOCAL ENERGY CODES. EXAMPLE: CEILINGS BELOW VENTED ATTICS PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. SHALL BE INSULATED TO NOT LESS THAN THE NOMINAL R -VALUE SHOWN SILL PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY FOR ATTICS ON THE ENERGY CODE APPLICATION FOR THE COMPLIANCE AND TERMITES WHERE REQUIRED BY SECTIONS 8311 AND R318. OPTION CHOSEN. SEE CHAPTER b TABLES. COLD -FORM STEEL FRAMING SYSTEMS SHALL BE FASTENED TO WOOD SILL PLATES OR ANCHORED DIRECTLY TO THE FOUNDATION AS 1 09 HOT WATER TANK INSULATION: FOR HOT WATER TANK INSULATION SEE REQUIRED IN SECTION 5053.1. OR 86033.1. DIVISION 15 (1529) DIV 15I ON 4 MASONRY HOT WATER TANK INSULATION: FOR HOT WATER TANK INSULATION SEE DIVISION 15 (1529) DIVISION 5 METALS DIVISION 6 WOOD AND PLASTICS 6 01 STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBER STRESS DIMENSION LUMBER GLUE BEAMS Fb 1,350 PS.I, 2,400 PS.I. E 1,900,000 PS.I. 1,160,00 P.S.I. 6 03 WOOD SPECIES 4 GRADES: IRC 602.1 LOAD-BEARING DIMENSION LUMBER FOR STUDS, PLATES AND HEADERS SHALL BE IDENTIFIED BY A GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS20. IN LIEU OF A GRADE MARK, A CERTIFICATION OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED. 6 04 EXTERIOR WALLS BELOW GRADE IBC 2304.1123. WOOD FRAMING MEMEBERS AND FURRING STRIPS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY OR CONCRETE WALLS BELOW GRADE SHALL BE OF APPROVED NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. PLYWOOD: PLYWOOD SUB FLOORING SHALL BE 3/4" TAG. CDX OR 11/16" OSB (GLUED d NAILED). NAILING SHALL BE 100 a b" O.G. ALONG PANEL EDGES, AND 12" O.C. IN FIELD. SPAN SHEATHING SHALL BE 12" CDX OR 1116" OSB NAILED W/ SD 9 b" O.C. ALONG PANEL EDGES, AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 24/0. STAGGER END LAPS 1 13 INFILTRATION CONTROL: PROVIDE CAULKING, SEALING WEATHER STRIPPING OR GASKET IN THE FOLLOWING ALAS TO PREVENT AIR LEAKAGE: • EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES. OPENINGS • BETWEEN WALLS AND FOUNDATIONS. BETWEEN WALLS AND ROOF. BETWEEN WALL PANELS. OPENINGS AT ALL PENETRATIONS OF THE BUILDING ENVELOPE FOR UTILITY SERVICES. • CRAWL SPACE ACCESS PANELS. DOORS: IRC R311.42 THE REQUIRED EXIT DOOR SHALL BE A SIDE HINGED DOOR NOT LESS THAN 3 FEET IN WIDTH AND 6 FEET 8 INCHES IN HEIGHT. OTHER DOORS SHALL NOT BE REQUIRED WITH THESE MINIMUM DIMENSIONS. WINDOWS: ALLOW INFILTRATION TO AND FROM THE BUILDING ENVELOPE, WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTME E 283-15. SITE AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER STRIPPED, CAULKED AND MADE "TIGHTLY FITTING" AGAINST ALL MOISTURE INFILTRATION. 1 14 VAPOR BARRIER IN CRAWL -SPACE: PROVIDE AN APPROVED VAPOR BARRIER THROUGHOUT ENTIRE CRAWL SPACE. EXAMPLE: A GROUND COVER OF b MIL. BLACK POLYETHYLENE SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED b" MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES IF THE CRAWL SPACE HAS A CONCRETE SLAB WITH A MINIMUM THICKNESS OF 31/2". 1 15 VAPOR RETARDER: IRC 8318 IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM -IN -WINTER SIDE OF THE INSULATION. DIVISION S DOORS $ WINDOW6 Ma EMERGENCY AND RESCUE OPENINGS 8310.1 BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR WHERE A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS A EMERGENCY ESCAPE AND RESCUE OPENING AND IS PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION R3103. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R3102. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. 8 08 SAFETY GLASS: IRC 8308.4 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PROPOSE GLAZING: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND 51FOLD DOORS. SAFETY GLASS: IRC 8308.4 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PROPOSE GLAZING: I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI -FOLD DOORS. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24- INCH ARCH OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS. 3.1 THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, AND 32 THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, AND 33 THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR, AND 3.4 ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON-STRUCTURAL IN -FILL PANELS. 5. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. b. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 1. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 8. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. DIVISION 9 FIN15HE5 9 01 WATERPROOF WALL BOARD: ALL WALLS AND CEILINGS OF BATH TUB AND SHOWER ENCLOSURE AREAS SHALL BE COVERED WITH APPROVED WATERPROOF MATERIAL. 9 02 SHOWER STALL SURFACING: BATH TUB AND SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH NONABSORBENT SURFACE. UTILITY ROOM WALL BOARD: ALL SURFACES Ma IMMEDIATELY ADJACENT TO WASHERS, DRYERS, AND LAUNDRY TUBS SHALL BE SURFACED WITH APPROVED WATERPROOF MATERIAL. 9 04 BATHROOM AND UTILITY ROOM FINISH FLOORING: ALL BATH AND UTILITY FLOOR SHALL BE FINISHED WITH APPROVED NONABSORPTIVE MATERIAL. 9 01 FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS AND FIBER -REINFORCED GYPSUM BACKERS. IRC 102.42 FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS OR FIBER -REINFORCED GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1118, OR C 1218, RESPECTIVELY, AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AND WALL PANELS IN SHOWER AREAS. 9 08 GYPSUM WALLBOARD NAILING: IRC TABLE 810235 SEE THIS SHEET FOR TABLE. DIVISION 10-14 NOT APPLICABLE DIVISION 15 MECHANICAL 15 UNDER FLOOR SPACE VENTILATION R408.1 THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN I SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR SPACE AREA, UNLESS THE GROUND SURFACE IS COVERED BY A CLASS I VAPOR RETARDER MATERIAL. WHEN A CLASS I VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN I SQUARE FOOT FOR EACH 1,500 SQUARE FEET OF UNDER -FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING SHALL BE WITH IN 3 FEET OF EACH CORNER OF THE BUILDING. 15 01 ATTIC VENTILATION RW62 MINIMUM AREA. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IN PERMITTED PROVIDED THAT AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS. AS AN ALTERNATIVE, THE NET FREE CROSS -VENTILATION AREA MY BE REDUCED TO 1/300 WHEN A CLASS I OR II VAPOR BARRIER IS INSTALLED ON THE WARM -IN -WINTER SIDE OF THE CEILING. FI 51 09 EXHAUST FANS: WHERE EXCESS WATER VAPOR OR COOKING ODORS ARE PRODUCED, EXHAUST FANS ARE REQUIRED: IN EACH KITCHEN, BATHROOM, WATER CLOSET ROOM, LAUNDRY FACILITY, INDOOR SWIMMING POOL, SPA AND OTHER SUCH ROOMS. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST Y FROM ANY OPENING INTO THE BUILDING OR PROPERTY LINE (THIS INCLUDES DRYER EXHAUSTS AND KITCHEN RANGE HOODS). 15 10 EXHAUST FANS: WSVIAQ TABLE 3-I: MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS. LAUNDRY OR BATH- KITCHENS ROOMS. INTERMITTENTLY 50 CFM 100 CFM OPERATING BRIDGING TO JOIST, EACH END (2) ad TOENAIL, EACH END CONTINUOS 20 CFM 25 CFM OPERATING 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d BLIND E FACE NAIL WATER HEATER 4" - HOLD TIGHT I> TO GYP. BOARD NAILING 5CHEDULE SIZE OF OPENING CONNECTION NAILING JOIST TO SILL OR GIRDER (3) ad TOENAIL BRIDGING TO JOIST, EACH END (2) ad TOENAIL, EACH END Ix6 SUBFLOOR OR LESS TO EACH JOIST (2) ad FACE NAIL Ix6 SUBFLOOR OR WIDER TO EACH JOIST (3) ad FACE NAIL 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d BLIND E FACE NAIL SOLE PLATE TO JOIST OR BLOCKING 16d 6 16" OC FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS (3) 16d PER 16" FACE NAIL TOP PLATE TO STUD (2) 16d END NAIL STUD TO SOLE PLATE (4) ad TOENAIL OR (2) 16d END NAIL DOUBLE STUDS 16d -9 24" OC FACE NAIL DOUBLE TOP PLATES 16d -9 16" OC FACE NAIL DOUBLE TOP PLATES, LAP SPLICE (6) 16d FACE NAIL BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE (3) ad TOE NAIL RIM JOIST TO TOP PLATE ad -9 6" OC TOE NAIL TOP PLATES, LAPS AND INTERSECTIONS (2) 16d FACE NAIL CONTINUOUS HEADER, TWO PIECES 16d a 16" OC ALONG EACH EDGE CEILING JOIST TO PLATE (3) ad TOE NAIL CONTINUOUS HEADER TO STUD (4) ad TOE NAIL CEILING JOISTS, LAPS OVER PARTITIONS (3) 16d FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS (3) 16d FACE NAIL RAFTER TO PLATE (3) ad TOE NAIL I" BRACE TO EACH STID AND PLATE (2) ad FACE NAIL Ix8 SHEATHING OR LESS TO EACH BEARING (2) ad FACE NAIL Ix8 SHEATHING OR WIDER TO EACH BEARING (3) ad FACE NAIL BUILT-UP CORNER STUDS 16d -9 24" OC BUILT-UP GIRDER AND BEAMS 20d fit 32" OC AT TOP AND BOTTOM AND STAGGERED (2) 20d AT ENDS AND AT EACH SPLICE 2" PLANKS (2) 16d AT EACH BEARING NOTE : COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE NOTED. PROVIDE -i EXPANSION FOR WATER NOTE: ALL FANS SHALL PROVIDE THE REQUIRED FLOW WHEN TESTED AT 25 WATER GAUGE. FANS LARGER THAN THE ABOVE PRESCRIPTIVE SIZES MAY BE NECESSARY TO ATTAIN THE REQUIRED FLOW. 15 15 SMOKE ALARMS LOCATIONS R3143 SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS. I. IN EACH SLEEPING ROOM 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER 15 23 SHOWER AREAS: IRC P2108.1 SHOWER COMPARTMENTS SHALL HAVE AT LEAST 900 SQUARE INCHES OF INTERIOR CROSS-SECTIONAL AREA. SHOWER COMPARTMENTS SHALL BE NOT LESS THAN 30 INCHES IN MINIMUM DIMENSION MEASURED FROM THE FINISHED INTERIOR DIMENSION OF THE SHOWER COMPARTMENT, EXCLUSIVE OF FIXTURE VALVES, SHOWER HEADS, SOAP DISHES AND SAFETY GRAB BARS OR RAILS. THE MINIMUM REQUIRED AREA AND DIMENSION SHALL BE MEASURED FROM THE FINISHED INTERIOR DIMENSION AT A HEIGHT EQUAL TO THE TOP OF THE THRESHOLD AND AT A POINT TANGENT TO IT'S CENTERLINE AND SHALL BE CONTINUED TO A HEIGHT OF NOT LESS THAN 10 INCHES ABOVE THE SHOWER DRAIN OUTLET. HINGED SHOWER DOORS SHALL OPEN OUTWARD. THE WALL AREA ABOVE BUILT-IN TUBS HAVING INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R102.4. SUCH WALLS SHALL FORM A WATERTIGHT JOINT WITH EACH OTHER AND WITH EITHER THE TUB, RECEPTOR OR SHOWER FLOOR Fi3r2_4_1 WATER CLOSET CLEARANCES: IRC 8301.1 WATER CLOSET SHALL BE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH. THE CLEAR SPACE SHALL NOT BE LESS THAN 24", DIVISION 16 ELECTRICAL Ib 04 GROUNDED OUTLETS: ALL RECEPTACLES SHALL BE GROUNDED TYPE. RECEPTACLES LOCATED IN KITCHENS AND BATHS SHALL BE INSTALLED ABOVE THE WORK TOP. OTHER RECEPTACLES SHALL BE INSTALLED AT 12" VERTICALLY ABOVE THE FLOOR UNLESS SHOWN OTHERWISE ON THE DRAWINGS. WOOD 2 x 4 LDGER GYPSUM WALLBOARD PLAN If� I I fELLEVATIION SCALE 1/2" = 1' 0" 3/8" DIA x 3" LAG SCREW FLEXIBLE WATER CONN. 3/4"x24 GAUGE PERF. STEEL PLUMBERS TAPE ENCIRCLING TANK FROM BOTH SIDES. GYPSUM WALLBOARD WOOD 2x4 LEDGER 1/4" DIA. x 3" LAG SCREW w/ WASHER 3/4" x 24 GAUGE PERF. STEEL PLUMBERS TAPE FLEXIBLE WATER CONN. WOOD 2x4 LEDGER 3/4" x 24 GAUGE PERF. STEEL PLUMBERS TAPE ENCIRCLING TANK FROM BOTH SIDES. WOOD 2x4 LEDGER FLEXIBLE GAS CONN. ANCHOR WATER HEATER TO BASE -BASE TO FLOOR RAISE PILOT LIGHT 18" ABOVE FIN. FLR, SEE TABLE R102.3(5) FOR ADDITIONAL NOTES AND SPECIFICATIONS SIZE OF OPENING 16" O.C. SPACING NO. OF JACK STUDS NO. OF KING STUDS UP TO 3'-6" I I >3'-6" TO 5'-0" 1 2 >5'-0" TO 5'-6" 2 2 >5'-6" TO V-0" 2 2 >61-0" TO 10'-6" 2 3 >10'4" TO 12'-0" 3 3 >12'-0" TO 13'-0" 3 3 >13'-0" TO 14'-0" 3 4 SEE TABLE R603.6(4) FOR ADDITIONAL NOTES AND SPECIFICATIONS HEADER TO KING STUD CONNECTION HEADER SPAN 12 >4'-0" TO 16'-0" (4) 08 SCREWS SEE TABLE R603.6(5) FOR ADDITIONAL NOTES AND SPECIFICATIONS INSTALLATION INSTRUCTIONS OF 5IMP60N STEEL STRONGWALL AND WOOD STRONG WALL COME ATTACHED TO THE WALL ASSEMBLIES. PLEASE READ AND UNDERSTAND THE DESIGN DRAWINGS AND PRODUCT INFORMATION BEFORE INSTALLING THE ANCHORING ELEMENTS OF THE WALLS. IF INSTALLATION INSTRUCTIONS ARE NOT PRESENT REFER TO SIMPSON STRONG -TIE CATALOG C -5W01 OR WWW.5TRONGTIE.COM SIMPSON STRONG -TIE WILL PROVIDE, UPON REQUEST, TRAINING AND FIELD REVIEW BEFORE THE INSTALLATION OF THE ANCHORING ELEMENTS OF THE STEEL AND /OR WOOD WALL ASSEMBLIES. TO REQUEST SUCH TRAINING PLEASE CALL (800) 999-5099 EXT. 1082 AND PROVIDE NAME, PROJECT ADDRESS, AND CONTACT INFORMATION. YOU MAY ALSO E-MAIL REQUESTS TO KBOURN,95TRONGTIE.COM PLEASE ALLOW 48 HOURS NOTICE FOR SCHEDULING. WOOD 2 x 4 LDGER GYPSUM WALLBOARD 4�_ v WATER HEATER 4" -HOLD TIGHT IN � 'i'� TO GYP. BOARD PLAN PROVIDE - EXPANSIO� FOR WATER 3/8" DIA x 3" LAG SCREW FLEXIBLE WATER CONN. 3/4"x24 GAUGE PERF. STEEL PLUMBERS TAPE ENCIRCLING TANK FROM BOTH SIDES. GYPSUM WALLBOARD WOOD 2x4 LEDGER 1/4" DIA. x 3" LAG SCREW w/ WASHER 3/4" x 24 GAUGE PERF. STEEL PLUMBERS TAPE FLEXIBLE ELEC. CONN. FLEXIBLE WATER CONN. WOOD 2x4 LEDGER 3/4" x 24 GAUGE PERF. STEEL PLUMBERS TAPE ENCIRCLING TANK FROM BOTH SIDES. WOOD 2x4 LEDGER SMITTY PAN R-10 INSULATION PAD. NO PAD REQUIRED ON WOOD FLOOR LINE OF GONG. SLAB If� ELEVATION I I (: ELECT. U! f� .1-f . ,5!� f f O SCALE 1/2" = 1' 0" IN NUI l TIS I OKNE 55 AND ,49=L I CATION OF G`'FSUfi l 50ARD THICKNESS OF GYPSUM BOARD APPLICATION ORIENTATION TO FRAMING MAXIMUM SPACING TO FRAMING MAXIMUM SPACING OF FASTENERS FASTENER SIZE TO FRAMING NAILS SCREWS 3/8" CEILING PERPENDICUALR 16 1 12 13 GA., 1 1/4" LONG, 19/64" HEAD: 0.098 DIA., 1 1/4" LONG, ANGULAR -RINGED: OR 4d COOLER NAIL, 0.080" DIA., 1 3/8" LONG. 1/3211 BOARD WALL EITHER DIRECTION 16 8 16 I/2" CEILING EITHER DIRECTION 16 1 12 13 GA., 1 3/8" LONG, 19/64" HEAD: 0.09 " 8 DIA., 1 1/4 LONG ANGULAR -RINGED: OR 5d COOLER NAIL, 0086" DIA., 1 5/8" LONG. 15/64" HEAD: OR GYPSUM BOARD, NAIL 0.086 DIA., 1 5/8" LONG, 9/32" HEAD. CEILING PERPENDICUALR 24 1 12 WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 8 16 5/8" CEILING EITHER DIRECTION 16 1 12 13 GA., 15/8" LONG, 19/64" HEAD: 0.098 DIA., 1 3/8" LONG ANGULAR -RINGED: OR 6d COOLER NAIL, 0.092' DIA., 11/8" LONG. 1/4" HEAD: OR GYPSUM BOARD, NAIL 0.0915 DIA., 11/8 LONG, 19/64 HEAD' CEILING PERPENDICUALR 24 1 12 WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 8 16 SEE TABLE R1023(5) FOR ADDITIONAL NOTES AND SPECIFICATIONS SEALANT BEAD SEALANT BEAD SEALANT BEAD AND MOUNTING f STEPS Q IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. Q APPLY SILL FLASHING (3) APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE 4 SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION ® APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 12" C APPLY JAMB FLASHING © APPLY BEAD OF SEALANT AT HEAD 1D APPLY HEAD FLASHING ® REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT -SEE DIAGRAM. m SEALANT Q5 JAMB FLASHING EXTEND JAMB FLASHING 8 12" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. i OI ® r--,� - I SECT I ON THROUGH WINDOW JAMB SCALE: N.T.S. SEAL THE WINDOW FRAME TO OPENING. APPLY A 3/8" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. Q5 JAMB FLASHING - APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT TO JAMBS 8 12" ABOVE THE RO. AT THE HEAD. EMEBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). SILL FLASHING WINDOW INSTALLATION CMVHW A-V WEATHER RESISTIVE BARRIER (WM) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE A WII INvw 11-1111 rGR rL_ii1Y SECURE M AT HEAD - FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING 1Q HEAD FLASHING - EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. _lA INTERIOR VIEW TOP LEFT CORNER OF WINDOW L SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. ID WEATHER RESISTANT BARRIER (WRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP COWERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. U- 0 Q_ a) O Q a N ui rn m O N LnL N O v LL m o elf M LO O U _.m Z O9P: v J i . CB U) Q L_ V Q z Z Q Lr) E U4 8 m z° Q Z W op 0 c/ 6 W 2w � W W �I W W Cn L0 0 ' U Z 0 z J Z \< / C Q J 0 Q O_ M M 0 0 U- 0 Q_ a) O Q a N ui rn m O N LnL N O v LL elf M LO O U rn Z O9P: v J i . CB U) Q L_ V Q z Z Q Lr) E U4 J Of z° Q Z W op 0 c/ U Z 2w � W W �I W W Cn L0 0 ' U Z Z ti W J z J Z \< / M ~ Q J 0 Q O_ M U- 0 Q_ a) O Q a N ui rn m O N LnL N O L_: O LL _la) 0- E E O U _+ - S= (L) i . CB U) Q L_ Q C Lr) E U4 t Q z° O I 01 z co C, 0 't N � I 0 U- 0 Q_ a) O Q a N ui rn m O N LnL N O TTARKN E NHAH.DDLORAH N E F SSIO OPR N E E NAL G IRET:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\7 Unit Structural.dwg, 12/17/2019 10:16:12 AM, _AutoCAD PDF (General Documentation).pc3 TTARKN E NHAH.DDLORAH N E F SSIO OPR N EE NAL G IRET:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\7 Unit Structural.dwg, 12/17/2019 10:16:15 AM, _AutoCAD PDF (General Documentation).pc3 TTARKN E NHAH.DDLORAH N E F SSIO OPR N EE NAL G IRET:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\7 Unit Structural.dwg, 12/17/2019 10:16:20 AM, _AutoCAD PDF (General Documentation).pc3 TTARKN E NHAH.DDLORAH N E F SSIO OPR N EE NAL G IRET:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\7 Unit Structural.dwg, 12/17/2019 10:16:25 AM, _AutoCAD PDF (General Documentation).pc3 FIY;1114* 01;T-1 ►91'I+.1i*1 General Notes: These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor shall coordinate between the architectural drawings and the structural drawings. The architectural dimensions are taken to be correct when in conflict with the structural drawings. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted Design Criteria: 1. Live Load = 40 PSF (Floors) = 100 PSF (Stairs/Landing) - 25 PSF (Snow) 2. Dead Load = 15 PSF (Roof) = 12 PSF (Floor) = 45 PSF (Landing 3" Max Concrete Topping) = 10 PSF (Walls) = 150 PGF (Concrete) 3. Partition = 10 PSF (Floors) 4. Wind = 2015 IBC Exposure B @ 110 mph 5. Earthquake = 2015 IBC Site Class = D Design Cat. = D Use Group = I R = 6.5 Cd = 4 W, = 3 6. Soil = 1500 PSF, Assumed bearing capacity = 38 PCF, Assumed Active Fluid Pressure = 350 PGF, Assumed Passive fluid Pressure = 0.45, Assumed Coefficient of Friction = 110 PCF, Assumed Soil Density Concrete & Reinforcincr Steel. Steel: 1. All concrete work shall be per the 2015 IBC Chapter 19. 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. 3. Concrete shall be in accordance with ASTM 150. fc = 2500 PSI @ 28 day slump = 4" maximum, 6% Air entrained. 4. Interior slab and exterior slabs to have minimum thickness of 4" with 6x6 W1Ax1.4 WWF with vapor barrier. This is at the owner's option to reduce slab cracking. Crack control joints the responsibility of the contractor 1. Anchor bolts shall be ASTM A307. Carpentry: 1. 2X structural framing shall be #2 Douglas Fir. 4x structural members shall be #2 Douglas Fir. 6X members shall be #1 Douglas Fir. 2. Provide solid blocking in floor system below all bearing walls and point loads. 3. 2X joists shall be kiln dried and stored in a dry area prior to installation. The moisture content of all wood shall be less than 15%_ 4. Floor joists shall be by Boise Cascade or other approved manufacturer. Joist to be installed and braced per manufacturer's requirements. 5. Roof trusses shall be by a pre -approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Truss shop drawings must be stamped by a licensed engineer and be on site at the time of construction. Preliminary truss drawings must be reviewed prior to construction. It is the truss manufacturer's responsibility to inform the engineer of record of any changes from the preliminary truss lay -out - Girder trusses to have a minimum of bearing studs equal to number of plies of truss. All girder trusses shall have Simpson HGT tie down at either end to match number of plies. Truss manufactures are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings. Contractor to coordinate bracing with engineer of record as required. 6. Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F -V4 for simple spans. (Fb = 2.400 PSI) (Fv = 190 PSI) (E = 1,800,000 PSI) (FcL = 650 PSI) 7. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue laminated beams shall be cantilevered for 1-1480. See the framing plans for any exceptions. 8. All manufactured lumber shall be by Boise Cascade and have the following structural properties: Versa Lam (VL) (Fb - 2,800 PSI) (Fv = 280 PSI) (E = 2,000,000 PSI) (FcL = 750 PSI) 9. Sheathing at roof and floor shall be laid with face grain perpendicular to supports and end joints staggered 4'-0" on center. Provide 118" space at panel edges as required by panel manufacturers. Floor sheathing shall be nailed 6" o.c. edges and 12" field with 10d's and roof sheathing shall be nailed 6" o.c. edges and 12" o.c field with 10d's unless otherwise noted on the drawings. 10. Block and nail all horizontal panel edges at designated shear walls. 11. All beams to be supported by a minimum of a solid post that matches the width of the wall and the width of the beam unless noted otherwise. A 6x beam bearing in 2x6 wall will be a 6x6. Provide solid squash blocking to match in floor system and match post size in foundation. Contact Engineer of record for any deviations. 12. All fasteners in contact with pressure treated lumber will meet the below requirements All fasteners including nuts and washers in contract with pressure treated lumber shall be hot -dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connector/fastener manufacturer and type of pressure treating chemical and retention being used. See Section 2304.10.5 of the 2015 IBC for additional information. 13. All GW B to be installed perthe IBC and Gypsum Association's publication for the Application and Finishing of Gypsum Board, GA -216 Hardware: All connection hardware shall be Simpson "Strong Tie Connection hardware exposed to the weather or soil shall be treated as in steel above. CAUTION: PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS AND BRACE PER TRUSS COMPANY RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED FOR PLACING TRUSSES. NOTE THESE DRAWINGS DO NOT INCLUDE ANY TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL SHORING AND BRACING BE DESIGNED AND DETAILED BY A LISENCED ENGINEER. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. aTYPICAL SHEAR WALL CALL OUT SEE SHEAR WALL SCHEDULE O TYPICAL HOLDOWN CALL OUT SEE HOLDOWN SCHEDULE FIRST FLOOR SHEAR WALL PLAN, 0 W u • 61, z Q x ��, a �Lo �2 O�ObbH LU � QPo� NF --1 O L) c a z O E 00 Q Zw F--1 � N A � W F A GA PQ N Z w Q w x F 0 ft�y�lv 61, z LPI C c o ��, a �Lo �2 O�ObbH w � QPo� W r0 W Z NW 1.4 r7 � w w E-4 NF --1 H 0 L) c a z O E 00 Q Zw F--1 � w A Q W F E--1 (� W Z 1.4 r7 w h--1 E-+ r` NF --1 H 0 c a z O I'--1 V 00 Q Zw F--1 W x Q W F V L U W N Z w Q w x F 0 JOB NO. 54.0 Z F--1 r7 I Qu r` NF --1 0 r7 00 I'--1 V 00 Q W Q Q W V L U W N Z w a J w 0 JOB NO. 54.0 FIY;1114* 01;T-1 ►91'I+.1i*1 General Notes: These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor shall coordinate between the architectural drawings and the structural drawings. The architectural dimensions are taken to be correct when in conflict with the structural drawings. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted Design Criteria: 1. Live Load = 40 PSF (Floors) = 100 PSF (Stairs/Landing) - 25 PSF (Snow) 2. Dead Load = 15 PSF (Roof) = 12 PSF (Floor) = 45 PSF (Landing 3" Max Concrete Topping) = 10 PSF (Walls) = 150 PGF (Concrete) 3. Partition = 10 PSF (Floors) 4. Wind = 2015 IBC Exposure B @ 110 mph 5. Earthquake = 2015 IBC Site Class = D Design Cat. = D Use Group = I R = 6.5 Cd = 4 W, = 3 6. Soil = 1500 PSF, Assumed bearing capacity = 38 PCF, Assumed Active Fluid Pressure = 350 PGF, Assumed Passive fluid Pressure = 0.45, Assumed Coefficient of Friction = 110 PCF, Assumed Soil Density Concrete & Reinforcincr Steel. Steel: 1. All concrete work shall be per the 2015 IBC Chapter 19. 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. 3. Concrete shall be in accordance with ASTM 150. fc = 2500 PSI @ 28 day slump = 4" maximum, 6% Air entrained. 4. Interior slab and exterior slabs to have minimum thickness of 4" with 6x6 W1Ax1.4 WWF with vapor barrier. This is at the owner's option to reduce slab cracking. Crack control joints the responsibility of the contractor 1. Anchor bolts shall be ASTM A307. Carpentry: 1. 2X structural framing shall be #2 Douglas Fir. 4x structural members shall be #2 Douglas Fir. 6X members shall be #1 Douglas Fir. 2. Provide solid blocking in floor system below all bearing walls and point loads. 3. 2X joists shall be kiln dried and stored in a dry area prior to installation. The moisture content of all wood shall be less than 15%_ 4. Floor joists shall be by Boise Cascade or other approved manufacturer. Joist to be installed and braced per manufacturer's requirements. 5. Roof trusses shall be by a pre -approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Truss shop drawings must be stamped by a licensed engineer and be on site at the time of construction. Preliminary truss drawings must be reviewed prior to construction. It is the truss manufacturer's responsibility to inform the engineer of record of any changes from the preliminary truss lay -out - Girder trusses to have a minimum of bearing studs equal to number of plies of truss. All girder trusses shall have Simpson HGT tie down at either end to match number of plies. Truss manufactures are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings. Contractor to coordinate bracing with engineer of record as required. 6. Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F -V4 for simple spans. (Fb = 2.400 PSI) (Fv = 190 PSI) (E = 1,800,000 PSI) (FcL = 650 PSI) 7. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue laminated beams shall be cantilevered for 1-1480. See the framing plans for any exceptions. 8. All manufactured lumber shall be by Boise Cascade and have the following structural properties: Versa Lam (VL) (Fb - 2,800 PSI) (Fv = 280 PSI) (E = 2,000,000 PSI) (FcL = 750 PSI) 9. Sheathing at roof and floor shall be laid with face grain perpendicular to supports and end joints staggered 4'-0" on center. Provide 118" space at panel edges as required by panel manufacturers. Floor sheathing shall be nailed 6" o.c. edges and 12" field with 10d's and roof sheathing shall be nailed 6" o.c. edges and 12" o.c field with 10d's unless otherwise noted on the drawings. 10. Block and nail all horizontal panel edges at designated shear walls. 11. All beams to be supported by a minimum of a solid post that matches the width of the wall and the width of the beam unless noted otherwise. A 6x beam bearing in 2x6 wall will be a 6x6. Provide solid squash blocking to match in floor system and match post size in foundation. Contact Engineer of record for any deviations. 12. All fasteners in contact with pressure treated lumber will meet the below requirements All fasteners including nuts and washers in contract with pressure treated lumber shall be hot -dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connector/fastener manufacturer and type of pressure treating chemical and retention being used. See Section 2304.10.5 of the 2015 IBC for additional information. 13. All GW B to be installed perthe IBC and Gypsum Association's publication for the Application and Finishing of Gypsum Board, GA -216 Hardware: All connection hardware shall be Simpson "Strong Tie Connection hardware exposed to the weather or soil shall be treated as in steel above. CAUTION: PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS AND BRACE PER TRUSS COMPANY RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED FOR PLACING TRUSSES. NOTE THESE DRAWINGS DO NOT INCLUDE ANY TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL SHORING AND BRACING BE DESIGNED AND DETAILED BY A LISENCED ENGINEER. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. aTYPICAL SHEAR WALL CALL OUT SEE SHEAR WALL SCHEDULE O TYPICAL HOLDOWN CALL OUT SEE HOLDOWN SCHEDULE FIRST FLOOR SHEAR WALL PLAN, 0 W u • 61, z Q x ��, a �Lo �2 O�ObbH LU � QPo� NF --1 O L) c a z O E 00 Q Zw F--1 � N A � W F A GA PQ N Z w Q w x F 0 ft�y�lv 61, z LPI C c o ��, a �Lo �2 O�ObbH w � QPo� W r0 W Z NW 1.4 r7 � w w E-4 NF --1 H 0 L) c a z O E 00 Q Zw F--1 � w A Q W F E--1 (� W Z 1.4 r7 w h--1 E-+ r` NF --1 H 0 c a z O I'--1 V 00 Q Zw F--1 W x Q W F V L U W N Z w Q w x F 0 JOB NO. S4.1 Z F--1 r7 I Qu r` NF --1 0 r7 00 I'--1 V 00 Q W Q Q W V L U W N Z w a J w 0 JOB NO. S4.1 TTARKN E NHAH.DDLORAH N E F SSIO OPR N E E NAL G IRET:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\8 Unit Structural.dwg, 12/17/2019 10:29:06 AM, _AutoCAD PDF (General Documentation).pc3 TTARKN E NHAH.DDLORAH N E F SSIO OPR N EE NAL G IRET:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\8 Unit Structural.dwg, 12/17/2019 10:29:10 AM, _AutoCAD PDF (General Documentation).pc3 TTARKN E NHAH.DDLORAH N E F SSIO OPR N EE NAL G IRET:\20160127 - Drawings 2\Multi-Family\Tim Fyrst\8 Unit Structural.dwg, 12/17/2019 10:29:15 AM, _AutoCAD PDF (General Documentation).pc3 TYPICAL SHEAR WALL NOTES Use 5/8" dia. by 10" Anchor Bolts (AB's) with single plates and 518" dia. by 12" AB's with double and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wall, and shall project through the bottom plate of the wall and have a 3x3xl /4 plate washer. There shall be a minimum of two bolts per piece of sill located not more than 12 inches or less than 4 inches end of each piece. Anchor bolts to be galvanized per the below requirement (Fasteners in contact with pressure treated lumber). At existing foundation use 518" diameter Simpson Then HG bolts with minimum of 4" embedment into the existing concrete. All wall sheathing shall be 112" CDX plywood, 5/8" T1-11 siding, or 7/16" OSB with exterior exposure glue and span rated "SR 2410" or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. U) W Z W PQ 0.4 A A � All mails shall be 8d or I Od common (8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If I Od common nails are called for the diameter must be 0.148 inches, Senco 2= , MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below = Ln_ O N M or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. FuV Equivalent hold downs by United Steel Products Company "Kant -Sag" that have ICBO approval can 1 H be substituted in place of Simpson hold downs. All floor systems must be blocked solid below member that the hold down is attached to. This block should be equal to or larger than the member 1 the hold down is attached to and be placed as a "squash block". All double and triple studs shall glued and nailed together with l Od's at 3" o.c. for each layer. All 4x studs are to be #2 DF and all 6x studs are to be #1 DF when used for hold downs and shear walls. FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER All fasteners including nuts and washers in contract with pressure treated lumber shall be hot -dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connector/fastener manufacturer and type of pressure treating chemical and retention being used. See Section 2304.10.5 of the 2015 IBC for additional information. ALL WALL STUDS AND ROOF TRUSS TDP CHORDS AND SECONDARY FRAMING LUMBER SHALL BE DOUG -FIR #2 OR BETTER. NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted otherwise. Nail all holes with 16d sinkers. Double studs may be use as a substitute for 3x nominal framing call out below. Studs MUST be glued and nailed together with (2) lines of 10d's at 3" on center staggered. Horizontal blocking for shear walls nailed with 8d's shall be minimum of 2x flat and shear walls nailed with I Od's shall be minimum of 3x flat. SHEAR WALL SCHEDULE Di sheathing nailed with 8d's at 6" on center all edges. A2 sheathing nailed with 8d's at 3" on center all edges. HOLD DOWN SCHEDULE It is the responsibility of the contractor to locate hold down anchor bolt to accommodate all structural framing. Anchor bolt to be located nearest the corner or opening at the end of the shear wall. All foundation vents to be a minimum of 12" off centerline of the anchor bolt on either side. Holdown stud to be coordinated with shear wall panel edge framing requirements. Larger stud size controls * For holdown anchor bolt embedment greater that foundation depth, thicken footing for 2'-0" either side of holdown anchor bolt to a depth that provides for 3" clear below the bottom of the anchor bolt. Provide (2) additional #4 x 3'-0" pieces of longitudinal rebar at this location. O HD U2 attaches to concrete foundation with a 'Simpson SSTB 16. HDU2 attaches to double 2x studs or 4x or 6x stud with (6) Simpson SDS 114 X 3 Wood Screws in wall above. OB HD U4 attaches to concrete foundation with a Simpson SSTB 20. HDU4 attaches to double 2x studs or 4x or 6x stud with (10) Simpson SDS 114 X 3 Wood Screws in wall above. FLOOR TO FLOOR STRAP OI MSTA 49 Simpson MSTA 49 is a floor to floor strap that is centered on the rim joist. The strap attaches to a minimum of a single stud in the wall above and below. Shear wall boundary member and Holdown member requirements will usually control member size. Install per Simpson's requirements. aTYPICAL SHEAR WALL CALL OUT SEE SHEAR WALL SCHEDULE O TYPICAL HOLDOWN CALL OUT SEE HOLDOWN SCHEDULE FIRST FLOOR SHEAR WALL PLAN, SCALE. 1/4" = 1'-0" JOB NO. 5 4. 0 NW � A W 1--1 W E-4 in E4 O E 00Q � � w A w 04 Of ~ � � JOB NO. 5 4. 0 � A E-4 1--1 W E-4 in W O 00Q � O W � w W Of ~ � � w W 1x Z w Q w � rn JOB NO. 5 4. 0 QU 1--1 0 W W � 00 00Q W Q Q W Of ~ W Cn Z w ^^ F�--1 J J UJ 0 JOB NO. 5 4. 0 FIY;1114* 01;T-1 ►91'I+.1i*1 General Notes: These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor shall coordinate between the architectural drawings and the structural drawings. The architectural dimensions are taken to be correct when in conflict with the structural drawings. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted Design Criteria: 1. Live Load = 40 PSF (Floors) = 100 PSF (Stairs/Landing) - 25 PSF (Snow) 2. Dead Load = 15 PSF (Roof) = 12 PSF (Floor) = 45 PSF (Landing 3" Max Concrete Topping) = 10 PSF (Walls) = 150 PGF (Concrete) 3. Partition = 10 PSF (Floors) 4. Wind = 2015 IBC Exposure B @ 110 mph 5. Earthquake = 2015 IBC Site Class = D Design Cat. = D Use Group = I R = 6.5 Cd = 4 W, = 3 6. Soil = 1500 PSF, Assumed bearing capacity = 38 PCF, Assumed Active Fluid Pressure = 350 PGF, Assumed Passive fluid Pressure = 0.45, Assumed Coefficient of Friction = 110 PCF, Assumed Soil Density Concrete & Reinforcincr Steel. Steel: 1. All concrete work shall be per the 2015 IBC Chapter 19. 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. 3. Concrete shall be in accordance with ASTM 150. fc = 2500 PSI @ 28 day slump = 4" maximum, 6% Air entrained. 4. Interior slab and exterior slabs to have minimum thickness of 4" with 6x6 W1Ax1.4 WWF with vapor barrier. This is at the owner's option to reduce slab cracking. Crack control joints the responsibility of the contractor 1. Anchor bolts shall be ASTM A307. Carpentry: 1. 2X structural framing shall be #2 Douglas Fir. 4x structural members shall be #2 Douglas Fir. 6X members shall be #1 Douglas Fir. 2. Provide solid blocking in floor system below all bearing walls and point loads. 3. 2X joists shall be kiln dried and stored in a dry area prior to installation. The moisture content of all wood shall be less than 15%_ 4. Floor joists shall be by Boise Cascade or other approved manufacturer. Joist to be installed and braced per manufacturer's requirements. 5. Roof trusses shall be by a pre -approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Truss shop drawings must be stamped by a licensed engineer and be on site at the time of construction. Preliminary truss drawings must be reviewed prior to construction. It is the truss manufacturer's responsibility to inform the engineer of record of any changes from the preliminary truss lay -out - Girder trusses to have a minimum of bearing studs equal to number of plies of truss. All girder trusses shall have Simpson HGT tie down at either end to match number of plies. Truss manufactures are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings. Contractor to coordinate bracing with engineer of record as required. 6. Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F -V4 for simple spans. (Fb = 2.400 PSI) (Fv = 190 PSI) (E = 1,800,000 PSI) (FcL = 650 PSI) 7. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue laminated beams shall be cantilevered for 1-1480. See the framing plans for any exceptions. 8. All manufactured lumber shall be by Boise Cascade and have the following structural properties: Versa Lam (VL) (Fb - 2,800 PSI) (Fv = 280 PSI) (E = 2,000,000 PSI) (FcL = 750 PSI) 9. Sheathing at roof and floor shall be laid with face grain perpendicular to supports and end joints staggered 4'-0" on center. Provide 1/8" space at panel edges as required by panel manufacturers. Floor sheathing shall be nailed 6" o.c. edges and 12" field with 10d's and roof sheathing shall be nailed 6" o.c. edges and 12" o.c field with 10d's unless otherwise noted on the drawings. 10. Block and nail all horizontal panel edges at designated shear walls. 11. All beams to be supported by a minimum of a solid post that matches the width of the wall and the width of the beam unless noted otherwise. A 6x beam bearing in 2x6 wall will be a 6x6. Provide solid squash blocking to match in floor system and match post size in foundation. Contact Engineer of record for any deviations. 12. All fasteners in contact with pressure treated lumber will meet the below requirements All fasteners including nuts and washers in contract with pressure treated lumber shall be hot -dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connector/fastener manufacturer and type of pressure treating chemical and retention being used. See Section 2304.10.5 of the 2015 IBC for additional information. 13. All GW B to be installed perthe IBC and Gypsum Association's publication for the Application and Finishing of Gypsum Board, GA -216 Hardware: All connection hardware shall be Simpson "Strong Tie Connection hardware exposed to the weather or soil shall be treated as in steel above. CAUTION: PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS AND BRACE PER TRUSS COMPANY RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED FOR PLACING TRUSSES. NOTE THESE DRAWINGS DO NOT INCLUDE ANY TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL SHORING AND BRACING BE DESIGNED AND DETAILED BY A LISENCED ENGINEER. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. ALIGN w/ HOLDOWN BELOW ALIGN w/ HOLDOWN BELOW sN SCALE: 1/4" = 1'-0" 0 W u • 61, Z Q x rQ�, a �Lo �2 O�ObbH LU � QPo� NF --1 O r� 0 0 Z w x V CO 0 � N A F-�-1 � F A GA PQ N Z w a J w 0 ft�y�lv 61, Z NW C c o rQ�, a �Lo �2 O�ObbH M � QPo� W r0 W Z NW x w � M w r` NF --1 Z r� 0 0 Z w x V CO 0 � w A F-�-1 w F E--1 (� W Z 1.4 E-4 x w h--1 M r` NF --1 Z 0 0 Z w x V AaF W Q F-�-1 w F V L U JOB NO. S4.1 Z F--1 r7 I Qu r` NF --1 0 r7 00 V 00 Q W Q Q W V L U W N Z w a J w 0 JOB NO. S4.1 (12) Shy (112) Blue Fescu (15) Midwinter Fire Dogwood— (29) Blue Star Juniper (4) Vine Mapl (18) Concorde Barberr (38) Kinnikinni (3) Shore Pin (3) Frisia Locus (27) Kinnikinnick— v / W v (27) Kinnikinnic 01 344) Kinnikinnick (23) Jackman's Potentilla 26) Dwarf Mugo Pine —(2) Vine Maple %i % -- % ii /7 i 0 IIIII IVIII 11111 111111 ^1LIIII.......� . .111111,... PICNIC TABLE — TYP. HYDROSEED. LAWN °'•::'•`:�:. ° •• DECOMPOSED GRANITE ALUMINUM EDGING — SEE NOTES .. . . . . . . . . . .... .. .... •• v bu a.d•: a fn. dQ' d Q �4 d HY©IfSED.%" LAWN i - .'.'.'..'..'.'.'.'.'..' DECOMPOSED \ \ GRANITE - r I.. ( ° 0 ( HORSESHOES PIT 4 • ( LLI o.'.'.'I'.'. a. .. • • •I• r% t t 0 /° °. o : / °d ° 0 12) Emerald Green Arborvitae An. a*� ,Mr�A�O�O�O�O�Iiir,OO i (2) Dawyck Purple Beech 3) Concorde Barberry (4) Concorde Barbe 6) Blue Fescue 4) Jackman's Potentilla 8) Dwarf Mugo Pine 2) Blue Star Juniper e I � J+� nor �°��EioF F I `–�s�:ioF • • • . _ �� � �. ��. • � �! -�- w___�._ lir' � "1*I• , lir' � w /111111\�� /I VIII\/I VIII\�� /I VIII\�� 111111 HYDROSEED,'. OUTDOOR PING PONG TABLE ------a a • ° LAWN MOUNTED TO CONCRETE PAD .•.'. PICNIC TABLE TYP. a ....... . . . . . . . . . . . 4 . . . . . . . . :1 . ........ A . DECOMPOSED GRANITE a CONCRETE PAD" .... . ALUMINUM EDGING — SEE NOTES O (6) Blue Fescu (21) Dwarf Mugo Pin / (10) Jackman's Potentill I / (3) Blue Star Juniper / (20) Concorde Barberr 1 3. HYDROSEED LAWN : —(12) Dwarf Mugo Pine —(12) Jackman's Potentilla 6) Frisia Locust 2) Vine Maple PLANT SCHEDULE TREES COMMON NAME :............:.... :.:..:. SIZE of Landscape Architect or Owner. QTY Acer circinatum Vine Maple Cont. .. 6' HT. MIN. .............. .... 10 Chamaecyparis nootkatensis 'Pendula' Weeping Alaska Cedar Cont. responsible for verifying all quantities in list with actual plan f2D • Rli'a D : RD g RD Fagus sylvatica 'Dawyck Purple` Dawyck Purple Beech B & B 2"Cal wU for field conditions at the specified spacing. 4 Picea omorika Serbian Spruce �• ALUMINUM EDGING SEE NOTES* z� 6' HT. MIN. ^^ 4 Pinus contorta 'Contorta' Shore Pine Cont. gram tablets distributed as follows: All trees: 4-21 gram 6' HT. MIN. PND 15 HYQROSED '.LAWN Frisia Locust B & B 2"Cal 11. Mulch 9 11.1. SHRUBS COMMON NAME SIZE SIZE • : 4i.n'iki rri. k 46 Kinnikinnick 35 Kinnikinr ick QTY HYDROSEED Concorde Barberry 0 — NORTH LAWN Cornus sericea 'Midwinter Fire' Midwinter Fire Dogwood 3 gal SCALE: 1" = 10'-0" ° O O O O O O O 30 / Blue Fescue 1 gal 12) Emerald Green Arborvitae An. a*� ,Mr�A�O�O�O�O�Iiir,OO i (2) Dawyck Purple Beech 3) Concorde Barberry (4) Concorde Barbe 6) Blue Fescue 4) Jackman's Potentilla 8) Dwarf Mugo Pine 2) Blue Star Juniper e I � J+� nor �°��EioF F I `–�s�:ioF • • • . _ �� � �. ��. • � �! -�- w___�._ lir' � "1*I• , lir' � w /111111\�� /I VIII\/I VIII\�� /I VIII\�� 111111 HYDROSEED,'. OUTDOOR PING PONG TABLE ------a a • ° LAWN MOUNTED TO CONCRETE PAD .•.'. PICNIC TABLE TYP. a ....... . . . . . . . . . . . 4 . . . . . . . . :1 . ........ A . DECOMPOSED GRANITE a CONCRETE PAD" .... . ALUMINUM EDGING — SEE NOTES O (6) Blue Fescu (21) Dwarf Mugo Pin / (10) Jackman's Potentill I / (3) Blue Star Juniper / (20) Concorde Barberr 1 3. HYDROSEED LAWN : —(12) Dwarf Mugo Pine —(12) Jackman's Potentilla 6) Frisia Locust 2) Vine Maple PLANT SCHEDULE TREES COMMON NAME CONT CAL SIZE of Landscape Architect or Owner. QTY Acer circinatum Vine Maple Cont. Multi—stem 6' HT. MIN. 10 Chamaecyparis nootkatensis 'Pendula' Weeping Alaska Cedar Cont. responsible for verifying all quantities in list with actual plan 6' HT. MIN. g 5 Fagus sylvatica 'Dawyck Purple` Dawyck Purple Beech B & B 2"Cal wU for field conditions at the specified spacing. 4 Picea omorika Serbian Spruce B & B z� 6' HT. MIN. ^^ 4 Pinus contorta 'Contorta' Shore Pine Cont. gram tablets distributed as follows: All trees: 4-21 gram 6' HT. MIN. PND 15 Robinia pseudoacacia 'Frisia' Frisia Locust B & B 2"Cal 11. Mulch 9 11.1. SHRUBS COMMON NAME SIZE SIZE QTY Berberis thunbergii 'Concorde' Concorde Barberry 2 gal Architect or Owner. NORTH 62 Cornus sericea 'Midwinter Fire' Midwinter Fire Dogwood 3 gal SCALE: 1" = 10'-0" 30 Festuca glauca 'Beyond Blue' Blue Fescue 1 gal 124 Juniperus squamata 'Blue Star' Blue Star Juniper 2 gal 34 Myrica californica Pacific Wax Myrtle 5 gal 10 Pinus mugo 'Pumilio' Dwarf Mugo Pine 2 gal 79 Potentilla fruticosa 'Jackmanii' Jackman's Potentilla 2 gal 61 Thuja occidentalis 'Smaragd' Emerald Green Arborvitae B & B 4-5 ft. ht. 12 GROUND COVERS COMMON NAME CONT SPACING QTY Arctostaphylos uva—ursi Kinnikinnick 4" pot 18" o.c. 776 V, FAI &W 0 UJIV Am Iffili k ffff _]JIV Am jo LANDSCAPE SHEET NOTES 1. Refer to details for additional information. 2. Chemically kill and remove from site all existing weeds and vegetation not shown to remain on plans. 3. Topsoil 3.1. Distribute 4" depth (12 CY per 1000 s.f.) imported topsoil mix (approved by the Landscape Architect) in all landscape areas and at depths indicated for crowning and berming of landscape areas, and backfill of retaining walls (if required). Topsoil mix shall be equal to: — "Lacey 3—Way" as available from Walrath Trucking, (253) 472-1252 3.1. All landscape planting areas shall receive topsoil mix, whether indicated on plans or not, so that finish grades of all shrub beds shall be 2" below tops of adjacent curbs and pavement, and lawn areas shall be 1h" below tops of adjacent curbs and pavement. 3.2. Fine grade all landscape beds prior to planting operations. 4. Aluminum Edging 4.1. Aluminum edging shall be Y$" thick, 4" wide black anodized aluminum edging: — "Permaloc Cleanline" or approved equal. 4.2. Top of edging shall be installed at Y4" above finish grade. O ' I / Y. =. RDRD....... R(}: :f7D: RD.' RD" ............... ... a DE"COMPO"SED PICNIC TABLE — TYP. GRANITE"• •"• •"• • ::::::::::::: ALUMINUM EDGING — SEE NOTES ..... 0'.. 0 i :..: :. ::. I YDRQSEE•D -LAWN ' :.: ':•.: : ' '77- /<17 x(12) Jackman`s Potentilla (2) Dawyck Purple Beech 17) Concorde Barberry �(2) Vine Maple —(12) Dwarf Mugo Pine 22) Kinnikinnick 5. Recreation Areas 5.1. Per YMC 18.56 Recreation/Open Space, 10% of gross site area is dedicated to recreation/open space. Areas dedicated to fulfill this requirement are all the decomposed granite areas (including, picnic tables, ping pong table and horseshoe pit). 5.2. The areas mentioned above fulfill the requirements as follows: — Gross area: 30,005 s.f. — 10% of gross area: 3,001 s.f. — Area dedicated per plan: 3,090 s.f. 6. Decomposed Granite 6.1. Decomposed granite areas shall be constructed on a layer of 4" of %" minus gravel base plate compacted, and top dressed with 2" decomposed granite or approved equal, also plate compacted to form a firm walking surface. 7. Concrete Pad for Ping Pong Table 7.1. Concrete pad for ping pong table shall be installed per outdoor ping pong table manufacturer's specifications. Minimum size 12' x 20'. 8. Picnic Table 8.1. Picnic tables shall be: "U—Line 8' Rectangular Picnic Table, H-2129BL" or approved equal. 9. Horseshoe Pit 9.1. Bidder designed & built horseshoe pit per standard regulations. HYDROSEED LAWN 46) Kinnikinnick • 30) Kinnikinnick QUALITY IN THE COMMUNITY 5) Weeping Alaska Cedar 10 Pacific Wax Myrtle 4) Serbian Spruce 18) Kinnikinnick 15) Midwinter Fire Dogwood 15'-0" Dense Sight Barrier 18) Kinnikinnick 18) Kinnikinnick 18) Kinnikinnick HOUSI SHED 10. Plants c0 00 C=) 10.1. No plant substitutions shall be permitted without prior approval 0 rn I of Landscape Architect or Owner. 10.2. All plants shall conform to the latest edition of the American m � o 'acD Standard for Nursery Stock. 10.3. Plant quantities are shown for reference only. Contractor is �--� L`' responsible for verifying all quantities in list with actual plan z • g call—outs, and installing plantings per the landscape plan. v1a T m4- Groundcover and shrub quantities shall be adjusted as required wU for field conditions at the specified spacing. 10.4. All plants shall be thoroughly watered immediately after m" I w z� planting with Alaska Fish Fertilizer solution. ^^ 10.5. Fertilizer tablets for all plants shall be Agriform (20-10-5) 21 SHEET NUMBER L gram tablets distributed as follows: All trees: 4-21 gram OF WAS& PND tablets; All shrubs (except 1 gals): 3-21 gram tablets; All 1 gallons: 1-21 gram tablet; Set tablets directly next to rootball. o • 11. Mulch ARO 11.1. All shrub and ground cover beds shall receive a 2" depth (6 CY per 1000 SF) of "Medium Grind" hem/fir bark mulch as top dressing. 12. All work shall be performed to the satisfaction of the Landscape Architect or Owner. NORTH 0 11111111 10 20 SCALE: 1" = 10'-0" DATE REVISIONS 09/20/19 — RK ULIEN 1 QD c0 00 C=) z 00 0 0 rn I zw „ co m � o 'acD Q z o x¢ �--� L`' F --I z • g p O CE C-4 v1a T m4- wU 0o 0 co Q m" I w z� ^^ v SHEET NUMBER L I OF WAS& PND KOUy/�LC o • ARO DATE REVISIONS 09/20/19 — RK ULIEN 1 QD z 0 zw „ co m v Q z �Q I ' W LLI Q zw W 0 Q � z �z Q Ld J SHEET TITLE I OF I 0 zw „ J z� Q 0 U W U� �z Q Q J z� Q v SHEET NUMBER L I I OF I 2" SL: 2" SL: L POINT OF CONNECTION AT NEW -/$" IRRIGATION METER. STATIC 1—Y4" MAINLINE WATER PRESSURE APPROX. 50 PSI PER YELM PUBLIC WORKS. 1—Y4" MAINLINE ■ 10 11 712�00 7 14 1157 _ ... ::::: ....4-9 ..... d• 6" SLN : ° da 4» SL. z� d 8 .'.' I'.'.'.'.'.'.'.'.'.'.'.'.'.'...... . ............ .. ..., ani'. .................''..... '.'.'.'.'.'.'.'.'.'.'.'.'.',w..'.'... . .....I ........................... �..........:. ,'.'I'' '.'.'I..'. ..... F I 2" SL. I .......I.... ....... t f - I a 01 .....�.......................... �'......... . .'.' I'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'. . "R RD 6 a' Vi 5 I ..-. :• 4 31-Y4" MAINLINE 2 1 ve? RD RD Ell RD 4 4 a _ u 2" SL. 2,> SL, d a 2» SL. d d•° IF' SL. d a. 4 d ° a d d . .. .t'•• i 'S a • . ' : : , �/ SD oo ooa oo VALVE CHART VALVE I GPM I SIZE TYPE 1 <10 1" DRIP 2 10.7 1 " SPRAY 3 9.9 1 " SPRAY 4 11.1 1 " SPRAY 5 9.5 1 " SPRAY 6 11.1 1" SPRAY 7 10.5 1 " SPRAY 8 <10 1 " DRIP 9 9.5 V) SPRAY 10 7.8 1 " SPRAY 11 <10 1" DRIP 12 6.3 1 " SPRAY 13 7.4 1 " SPRAY 14 <10 1" DRIP 15 <10 1" DRIP 16 <10 1 " DRIP 17 8.7 1 " SPRAY 18 7.1 1 " SPRAY 19 8.2 1 " SPRAY 20 8.2 1 " SPRAY 21 <10 1 " DRIP CLASS 200 PVC PIPE SLEEVES, INSTALL @ 24" DEPTH NOT SHOWN WI 'I e' As M1 KIM :':':' . ' ' ' . ' ':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':' f' ..................................... ........... a ...... ......... ..................................... ...... a .......................................... ....... a.a :.:.:...:.:.:.:.:...:.:.:...:.:.:.:.:.:.:...:.:.:...:.:................................ a a............... ...................... ....... ............... ....................... a ...... a ......................................................................................... d a / / v / I / / 2"�— I / d / a I / XS Q / 4 / RD .............•.•RD.'...... RR:' RD• aD ...................... :'.. a d....................... {^i .......... .. t'. ................... ..... Lk 1.�.-.... d a d d j4 d a 2" SL. ° R IRRIGATION N 0 TES 1. Contractor to meet all local codes & ordinances. 2. Irrigation plan is diagrammatic. Field adjust to reflect actual field conditions. All piping, laterals, and wire to be located in bed or lawn areas where appropriate. 3. Pipe sizes are to remain constant between pipe size call—outs. 4. Locate all mainlines within the project limits. 5. Verify controller location with general contractor/Owner. 6. General contractor to provide 110V power to the controller. 7. General contractor to provide conduit from controller to the landscape. 8. See irrigation details for additional information. 9. Landscape contractor to coordinate & install sleeving with General Contractor. 10. The Property Owner is responsible for maintaining all plants in a healthy growing condition for the life of the project. 11. Landscape contractor shall provide as many lateral to drip connections as is necessary to provide a functional system and adequate water delivery to plants. See manufacturer guidelines for more information. 12. All lateral lines in drip zones shall be 1" dia. class 200 PVC pipe unless otherwise noted on plan or if flow exceeds 15 GPM. 0 I1 EQUIPMENT LIST SYMBOL I MFR. CATALOG NO. DESCRIPTION ral Note: - All lateral lines shall be 1" dia. unless otherwise noted on plan. - Irrigation controller shall be located in utility/mechanical room of one of the apartment buildings. coordinate location with general contractor. general contractor shall provide 110V power to controller and conduit to nearest landscape area. 17 18 I I I I I QUALITY IN THE COMMUNITY I NORTH 0 10 20 SCALE: 1" = 10'-0" C.000 o� z LATERAL TO DRIP CONNECTION - SEE IRRIGATION NOTE #11 FOR MORE INFORMATION. RAINBIRD XFD & XB -XX -PC XF SERIES Y2" BLANK DRIP TUBING WITH XB XERI-BUG DRIP EMITTERS 0.5, 1 OR 2 GPH . RAINBIRD 1804-8Q H F 4" POP-UP SPRAY BODY W 8' 90', 180° OR 360' ARC NOZZLE ❑ RAINBIRD 1804-1OQ H F 4" POP-UP SPRAY BODY W/ 10' 90', 180° OR 360° ARC NOZZLE 0 RAINBIRD 1804-12Q H F 4" POP-UP SPRAY BODY W/ 12' 90% 180° OR 360° ARC NOZZLE O RAINBIRD 1804-15Q H F 4" POP-UP SPRAY BODY W 15' 90% 180° OR 360° ARC NOZZLE A RAINBIRD 1804-8VAN 4" POP-UP SPRAY BODY W 8' VAR. ADJ. ARC NOZZLE T RAINBIRD 1804-15SST 4" POP-UP SPRAY BODY W/ SIDE STRIP NOZZLE 7 r RAINBIRD 1804-15RCS LCS 4" POP-UP SPRAY BODY W RIGHT- & LEFT -CORNER STRIP NOZZLE ►/ FEBCO 850 1 " 1 " DOUBLE CHECK VALVE BACKFLOW PREVENTOR 8 SPEARS 2622 -XXX PVC BALL VALVE MATCH LINE SIZE E RAINBIRD 3RC QUICK COUPLER VALVE - - ANGLE VALVE FOR MANUAL DRAIN 10 HUNTER ICZ-101 1" DRIP REMOTE CONTROL VALVE KIT HUNTER PGV-100 1" REMOTE CONTROL VALVE NOT SHOWN RAINBIRD ESP4ME3 4 STATION BASE IRRIGATION CONTROLLER - SEE NOTE BELOW NOT SHOWN RAINBIRD ESPSM6 6 STATION EXPANSION MODULE FOR CONTROLLER (3 NEEDED) ------------- PRESSURE MAINLINE, SCH. 40 PVC PIPE, INSTALL @ 18" DEPTH 24" UNDER PAVED AREAS ` LATERAL LINES, 1" CLASS 200 PVC PIPE, INSTALL @ 12" DEPTH (24" UNDER PAVED AREAS) CLASS 200 PVC PIPE SLEEVES, INSTALL @ 24" DEPTH NOT SHOWN #18 -AWG MULTI -CONDUCTOR IRRIGATION CONTROL CABLE, PE JACKETED WITH PVC INNER INSULATION WITH RIP CORD, 600V RATING Note: - All lateral lines shall be 1" dia. unless otherwise noted on plan. - Irrigation controller shall be located in utility/mechanical room of one of the apartment buildings. coordinate location with general contractor. general contractor shall provide 110V power to controller and conduit to nearest landscape area. 17 18 I I I I I QUALITY IN THE COMMUNITY I NORTH 0 10 20 SCALE: 1" = 10'-0" DATE REVISIONS 09/20/19 — RK ULIEN I I V C.000 o� z 0o I v , 00 'ate U �v z o x¢ �--� L F --I z y f•� $o � 0 v1a a' m� Q � U =o ` /1 m I W ^ � / F�1 O r4') OF WASH PND KOU/,, o' E ARO DATE REVISIONS 09/20/19 — RK ULIEN I I V z v , U I z Q IW . ' Lv w 0 Q � z Q � J r SHEET TITLE SHEET NUMBER L 2 2OF I I 3 SxM PVC UNION, SCH. 80 DOUBLE CHECK VALVE ASSEMBLY (ON BOTH SIDES OF VALVE BOX COVER DOUBLE CHECK) FINISH GRADE AT LIP f OF BOX IN TURF AND to PAVED AREAS.1" BELOW LIP IN ALL OTHER AREAS. TOP OF VALVE BOX i SHALL BE FLUSH IRRIGATION VALVE BOX. WITH FINISH GRADE REFER TO IRRIGATION SHEET NOTES OR SPECIFICATIONS 1 I I- Q MIN. 3" MII I-1 WLdLu~ TO IRRIGATION SYSTEM - BOX TO CLEAR PIPE BY 1" MIN. (TYP.) riow rtiow I PVC PIPE 1— z z I y1I1l, SCH. 40 MALE ADAPTER 3" MIN. _ III - N I11 -i PVC MAINLINE _ -o- cp- CONTINUOUS BRICK OR - -1 PRESSURE TREATED I' - o �$ 7 IF ' o� e e o' 1 1-I I I�, LUMBER AROUND BASE 1 1 1! 1 �" 08 o11=11 I- e CLEAN DRAIN ROCK 111 0 u o o\ NOTES: Y2" WIRE CLOTH GOPHER SCREEN. WRAP UP SIDES. 6"-12", CLEAN DRAIN ROCK NOTES: 1. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 2. ALL PIPE AND FITTINGS WILL BE SCHEDULE 40 PVC, EXCEPT UNIONS AND NIPPLES. 3. VALVE BOX SHALL NOT REST ON PIPES. PROVIDE 1" CLEAR AROUND ALL PIPES. BALL VALVE STANDARD VALVE BOX (18" DEPTH) SCH. 40 MALE ADAPTEE R WELL COMPACTED SUBGRADE 1. IF IRRIGATION SYSTEM IS TAPPED OFF OF A DOMESTIC SERVICE LINE, A HEAVY DUTY HAND BALL VALVE MUST BE INSTALLED IN AN OFFSET VALVE BOX (CARSON MODEL 1419 OR EQUAL) WITHIN 18" BEFORE THE DOUBLE CHECK VALVE ASSEMBLY. 2. HEAVY DUTY HAND BALL VALVE MUST BE INSTALLED AT THE WATER SUPPLY LINE DEPTH, I.E. BELOW THE FROST LINE. VALVE BOX EXTENSIONS AS NECESSARY TO EXTEND VALVE BOX DEPTH. DOUBLE CHECK VALVE NOT TO SCALE NOT TO SCALE * J FINISH GRADE ELECTRIC REMOTE AROUND TRUNK. ALLOW Y2" SLACK AROUND TREE. CONTROL ZONE VALVE 8' LONG, 2" DIA. ROUND-- 4" MIN, 3» 12" MAX. TOP OF SPRINKLER ° WALK OR CURB TOP OF VALVE BOX STANDARD VALVE HEAD SHALL BE FLUSH EE TIE HEIGHT MULCH. RAKE BACK SHALL BE FLUSH BOX (18" DEPTH) WITH FINISH GRADE (LENGTH AS REQUIRED). CUT =III III- WITH FINISH GRADE ABOVE SURROUNDING 000000 GRADE 4o I -1I11�1IMIM IMII— a= MALE w'. ADAPTER I, I I� 11111=11 I—I 111 11-1 11-111— 111L1-• w BOX TO CLEAR PIPE J z a 11—I "I I -III I I—III-11 11 I I I - w o ACCOMODATE NIPPLE FROM II II BY 1" MIN. (TYP.) ZONE VALVE IIII z ¢ LATERAL TRENCH BACKFILL MAINLINE (MIN. 1" GAP). —I I III E. SCH. 40 1 "X6" SCH. 80 vv - SPRINKLER HEADS SCH. 40 MALE ADAPTER 3" MIN. 90' ELL Z_ Q PER SPECIFICATIONS WELL NIPPLE LATERAL LINE - 6" MIN.- o' e COMPACTED ^ N 00 CONTINUOUS BRICK OR I=' - so o ®- SUBGRADE , II III=I PRESSURE TREATED -- < LUMBER AROUND BASEMAINLINE WITH TEE �- _ —III MARLEX STREET ELL W/ MALE BARBED ELBOW OR ADAPTER CLEAN DRAIN ROCK 00 \ �j 1"X4" SCH. 80 NIPPLE POLYETHYLENE SWING PIPE IRRIGATION MAINLINE (18" MAX. LENGTH) NOTES: TRACE WIRE TAPEDTO PVC CLASS 200 LATERAL 1. ALL WIRE INSTALLATIONS WILL BE IN COMPLIANCE WITH APPLICABLE CODES. TOP OF MAINLINE 2. TAPE AND BUNDLE WIRE EVERY 15 FT. i 1-_ o o I MAINLINE &TEE 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. 4. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. —I I Oo o oo oO I—I 5. ALL PIPE AND FITTINGS WILL BE SCHEDULE 40 PVC, EXCEPT UNIONS AND NIPPLES. 6. VALVE BOX SHALL NOT REST ON PIPES. PROVIDE 1" CLEAR AROUND ALL PIPES. PVC TEE OR ELL APPROX. 3 C.F. III o o0 oo o o o I I II� MARLEX STREET ELL W/ MALE BARBED ELBOW OR ADAPTER REMOTE CONTROLLED ZONE VALVE SPRINKLER HEADS Oo NOT TO SCALE NOT TO SCALE WIRE TREE TIE WITH RUBBER HOSE PROTECTIVE SHEATH AROUND TRUNK. TWISTED WIRE SHALL BE ON STAKE. ALLOW Y2" SLACK AROUND TREE. 8' LONG, 2" DIA. ROUND TREE STAKE. SEE NOTES FOR MORE INFORMATION ROOTBALL CROWN SHALL NOT BE COVERED WITH MULCH. RAKE BACK MULCH IF NECESSARY SET ROOTBALL V-2" ABOVE SURROUNDING GRADE FERTILIZER TABLETS. 2"-6" DEPTH PLANTING BACKFILL. SEE SHEET NOTES FOR MORE INFORMATION. LOOSEN ROOTS WHEN PLANTING. IF ROOTS ARE COILING AROUND PERIMETER OF ROOTBALL, TEASE THEM AWAY AND CUT IF NECESSARY TO ENCOURAGE OUTWARD GROWTH. COMPACTED MOUND OF PLANTING BACKFILL STALE ann�� �niuvv n rvmvnvivrvi yr 12" BELOW BOTTOM OF PLANTING PIT INTO UNDISTURBED SOIL NOTES: V'� QUALITY IN THE COMMUNITY I SET VALVE BOX FLUSH WITH 6" ECONO BOX SURROUNDING FINISHED GRADE e G :a. a.•v A NOTES: VALVE BOX INSTALLATION NOT TO SCALE WIRE TREE TIE WITH RUBBER * J FINISH GRADE \/\ AROUND TRUNK. ALLOW Y2" SLACK AROUND TREE. 2X ROOTBALL 8' LONG, 2" DIA. ROUND-- 4" MIN, TREE STAKE. SEE NOTES 12" MAX. 6" DIA. CLASS 200 SLEEVE ° ROOTBALL CROWN SHALL ---\ II NOT BE COVERED WITH EE TIE HEIGHT MULCH. RAKE BACK 'PROX. 4' MULCH IF NECESSARY (LENGTH AS REQUIRED). CUT =III III- z ABOVE SURROUNDING 000000 GRADE S.S. CLAMPS �j '000000- OPENING IN SIDE TO !w III PLANTING BACKFILL �G 000 REMOTE CONTROL X ��/ ��� LOOSEN ROOTS WHEN ACCOMODATE NIPPLE FROM -I �I - ARE COILING AROUND ZONE VALVE PERIMETER OF z ¢ \�� TRENCH BACKFILL MAINLINE (MIN. 1" GAP). —I I III E. NECESSARY TO 1 "X6" SCH. 80 vv X - ����� PER SPECIFICATIONS I MIII—I NIPPLE LATERAL LINE N - MANUAL DRAIN VALVE , II III=I TO SPRINKLERS < _ —III 00 \ �j 1"X4" SCH. 80 NIPPLE IRRIGATION MAINLINE N\� TRACE WIRE TAPEDTO - R TOP OF MAINLINE i 1-_ o o I MAINLINE &TEE MANUAL DRAIN VALVE ®10' O, —I I Oo o oo oO I—I APPROX. 3 C.F. III o o0 oo o o o I I II� � CLEAN DRAIN Oo DOUBLE CHECK VALVE - Oo o I Iii ROCK SUMP =III o LATERAL LINE PIPING —I I O o 0 0o MAINLINE PIPING CONTROL WIRE TAPED II o 00 o po 0 o I WELL COMPACTED TO BOTTOM of I I o po o O c0 I-� I SUBGRADE IRRIGATION WATER METER _ 11 MAINLINE ®10' O.C. o 0 0 IIII IH C)", poo o II I I IIII o CD Op� p p�lllll�� I RRI GA TION TRENCH MANUAL DRAIN VAL VE POINT OF CONNECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE TOP OF VALVE BOX QUICK COUPLING VALVE SHALL BE FLUSH FINISH GRADE WITH FINISH GRADE e G :a. a.•v A NOTES: VALVE BOX INSTALLATION NOT TO SCALE 1. EACH TREE SHALL RECEIVE A 4" HT. WATERING WELL. TREES IN LAWN AREAS SHALL RECEIVE NO WATERING WELL AND SHALL BE PLANTED IN THE CENTER OF A 3' DIA. MULCH CIRCLE UNLESS OTHERWISE SPECIFIED. 2. FOR TREES TALLER THAN 6 FT. HT., INSTALL TREE STAKES PERPENDICULAR TO PREVALENT WIND DIRECTION, UNLESS ADJACENT TO A WALK OR DRIVEWAY IN WHICH CASE IT SHALL BE PARALLEL TO PAVEMENT. 3. REMOVE TREE STAKES ONE GROWING SEASON AFTER INSTALLATION. 4. SEE SHEET NOTES FOR ADDITIONAL INFORMATION. CONIFER TREE PLANTING ►[�>tiC�>�Yd_1�� EDGE OF PLANTING BED OR LAWN AREA EDGE OF PAVING OR GRAVEL AREA 1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERVICING. 2. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 3. AVOID OVER COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. APPROX. 3/3 THE PLANT SPACING TO THE PLANTING BED EDGE. SEE NOTES FOR EXAMPLES. 000000 TRIANGULAR --\ O O O SPACING PLANT ON -CENTER O (O.C.) SPACING - O SEE PLANT LIST • FOR MORE INFORMATION ADJUST PLANT SPACING FOR OO MOST EVEN PLANT COVERAGE NOTES: PLANT SPACE FROM PLANT SPACING CENTER TO PLANTING BED EDGE 12" O.C. 8" 18" O.C. 12" 2' O.C. 1'-4" 4" MIN, 12" MAX. 3' O.C. 2' 4' O.C. 2'-8" 5' O.C. 3'-4" PLANT SPACING TREE TIE HEIGHT APPROX. NOT TO SCALE 4' ABOVE FINISH GRADE WIRE TREE TIE WITH RUBBER * J HOSE PROTECTIVE SHEATH \/\ AROUND TRUNK. ALLOW Y2" N SLACK AROUND TREE. 2X ROOTBALL 8' LONG, 2" DIA. ROUND-- 4" MIN, TREE STAKE. SEE NOTES 12" MAX. FOR MORE INFORMATION ° ROOTBALL CROWN SHALL ---\ II NOT BE COVERED WITH EE TIE HEIGHT MULCH. RAKE BACK 'PROX. 4' MULCH IF NECESSARY !OVE FINISH SET ROOTBALL 1"-2" ,ADE ABOVE SURROUNDING 000000 GRADE S.S. CLAMPS FERTILIZER TABLETS. O '000000- 2"-6" DEPTH PLANTING BACKFILL �G 000 SEE SHEET NOTES FOR MORE INFORMATION. I --I LOOSEN ROOTS WHEN MIN. PLANTING. IF ROOTS - ARE COILING AROUND PERIMETER OF ROOTBALL, TEASE THEM SOgPE AWAY AND CUT IF NECESSARY TO ENCOURAGE OUTWARD GROWTH. COMPACTED MOUND OF PLANTING BACKFILL NOTES: 1. EACH TREE SHALL RECEIVE A 4" HT. WATERING WELL. TREES IN LAWN AREAS SHALL RECEIVE NO WATERING WELL AND SHALL BE PLANTED IN THE CENTER OF A 3' DIA. MULCH CIRCLE UNLESS OTHERWISE SPECIFIED. 2. FOR TREES TALLER THAN 6 FT. HT., INSTALL TREE STAKES PERPENDICULAR TO PREVALENT WIND DIRECTION, UNLESS ADJACENT TO A WALK OR DRIVEWAY IN WHICH CASE IT SHALL BE PARALLEL TO PAVEMENT. 3. REMOVE TREE STAKES ONE GROWING SEASON AFTER INSTALLATION. 4. SEE SHEET NOTES FOR ADDITIONAL INFORMATION. CONIFER TREE PLANTING ►[�>tiC�>�Yd_1�� EDGE OF PLANTING BED OR LAWN AREA EDGE OF PAVING OR GRAVEL AREA 1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERVICING. 2. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 3. AVOID OVER COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. APPROX. 3/3 THE PLANT SPACING TO THE PLANTING BED EDGE. SEE NOTES FOR EXAMPLES. 000000 TRIANGULAR --\ O O O SPACING PLANT ON -CENTER O (O.C.) SPACING - O SEE PLANT LIST • FOR MORE INFORMATION ADJUST PLANT SPACING FOR OO MOST EVEN PLANT COVERAGE NOTES: PLANT SPACE FROM PLANT SPACING CENTER TO PLANTING BED EDGE 12" O.C. 8" 18" O.C. 12" 2' O.C. 1'-4" 4" MIN, 12" MAX. 3' O.C. 2' 4' O.C. 2'-8" 5' O.C. 3'-4" PLANT SPACING TREE TIE HEIGHT APPROX. NOT TO SCALE 4' ABOVE FINISH GRADE 1. EACH TREE SHALL RECEIVE A 4" HT. WATERING WELL. TREES IN LAWN AREAS SHALL RECEIVE NO WATERING WELL AND SHALL BE PLANTED IN THE CENTER OF A 3' DIA. MULCH CIRCLE UNLESS OTHERWISE SPECIFIED. 2. FOR TREES TALLER THAN 6 FT. HT., INSTALL TREE STAKES PERPENDICULAR TO PREVALENT WIND DIRECTION, UNLESS ADJACENT TO A WALK OR DRIVEWAY IN WHICH CASE IT SHALL BE PARALLEL TO PAVEMENT. 3. REMOVE TREE STAKES ONE GROWING SEASON AFTER INSTALLATION. 4. SEE SHEET NOTES FOR ADDITIONAL INFORMATION. DECIDUOUS TREE PLANTING ►N>fiC�1��H_l�� PLANTS ON EDGE OF PLANTING BED SHAPE FOLLOW SHAPE OF BED AS CLOSELY AS PRACTICAL. ROOTBALL CROWN SHALL BE ABOVE MULCH. RAKE BACK MULCH IF NECESSARY SET ROOTBALL 1"-2" ABOVE ti� MULCH - SURROUNDING GRADE Gv' TYPE AND DEPTH PER EACH SHRUB SHALL RECEIVE �^� SHEET NOTES. A WATERING WELL. NO WATER WELL IN LAWN AREA. I FERTILIZER TABLETS/ 2"-6" DEPTH PLANTING BACKFILL. SEE SHEET NOTES FOR MORE INFORMATION. %/ ;;:;..: �........ ..... LOOSEN ROOTS WHEN PLANTING. IF\::::::::.�::.�::::::::.:�:.:�.... A/\ / ROOTS ARE COILING AROUND / �\\\ .::::::::;::;::;:;;::;,�.... \\\ 6 MIN. PERIMETER OF ROOTBALL, TEASE /\/ : ": "':`.;:`.;::`.; :.`.'. ///\ . THEM AWAY AND CUT IF yVA VA. ..�\ \ \ NECESSARY TO ENCOURAGEi//i0/i �Lf\rOMPACTED OUTWARD GROWTH. O\/ 2X ROOTBALL WIDTH VAVAMOUND OF /VAOPLANTING BACKFILL. NOTES: WATERING WELL HEIGHTS: 1 GAL. CONT. - 1" HT. 2 & 3 GAL. CONT. - 2" HT. 5 GAL. CONT. & LARGER - 4" HT. REMOVE BURLAP FROM ROOTBALL AS MUCH AS POSSIBLE WITHOUT DAMAGING INTEGRITY OF ROOTBALL. SHRUB PLANTING !I�IIIIIIIIIIII III MIN. * J \//\ \/\ STAKE SHALL EXTEND A MINIMUM OF 12" N //�' INTO UNDISTURBED 2X ROOTBALL \� WIDTH NATIVE SOIL 1. EACH TREE SHALL RECEIVE A 4" HT. WATERING WELL. TREES IN LAWN AREAS SHALL RECEIVE NO WATERING WELL AND SHALL BE PLANTED IN THE CENTER OF A 3' DIA. MULCH CIRCLE UNLESS OTHERWISE SPECIFIED. 2. FOR TREES TALLER THAN 6 FT. HT., INSTALL TREE STAKES PERPENDICULAR TO PREVALENT WIND DIRECTION, UNLESS ADJACENT TO A WALK OR DRIVEWAY IN WHICH CASE IT SHALL BE PARALLEL TO PAVEMENT. 3. REMOVE TREE STAKES ONE GROWING SEASON AFTER INSTALLATION. 4. SEE SHEET NOTES FOR ADDITIONAL INFORMATION. DECIDUOUS TREE PLANTING ►N>fiC�1��H_l�� PLANTS ON EDGE OF PLANTING BED SHAPE FOLLOW SHAPE OF BED AS CLOSELY AS PRACTICAL. ROOTBALL CROWN SHALL BE ABOVE MULCH. RAKE BACK MULCH IF NECESSARY SET ROOTBALL 1"-2" ABOVE ti� MULCH - SURROUNDING GRADE Gv' TYPE AND DEPTH PER EACH SHRUB SHALL RECEIVE �^� SHEET NOTES. A WATERING WELL. NO WATER WELL IN LAWN AREA. I FERTILIZER TABLETS/ 2"-6" DEPTH PLANTING BACKFILL. SEE SHEET NOTES FOR MORE INFORMATION. %/ ;;:;..: �........ ..... LOOSEN ROOTS WHEN PLANTING. IF\::::::::.�::.�::::::::.:�:.:�.... A/\ / ROOTS ARE COILING AROUND / �\\\ .::::::::;::;::;:;;::;,�.... \\\ 6 MIN. PERIMETER OF ROOTBALL, TEASE /\/ : ": "':`.;:`.;::`.; :.`.'. ///\ . THEM AWAY AND CUT IF yVA VA. ..�\ \ \ NECESSARY TO ENCOURAGEi//i0/i �Lf\rOMPACTED OUTWARD GROWTH. O\/ 2X ROOTBALL WIDTH VAVAMOUND OF /VAOPLANTING BACKFILL. NOTES: WATERING WELL HEIGHTS: 1 GAL. CONT. - 1" HT. 2 & 3 GAL. CONT. - 2" HT. 5 GAL. CONT. & LARGER - 4" HT. REMOVE BURLAP FROM ROOTBALL AS MUCH AS POSSIBLE WITHOUT DAMAGING INTEGRITY OF ROOTBALL. SHRUB PLANTING !I�IIIIIIIIIIII III C=) v * J 10" DIA. Tf= rn I N VALVE BOX WASHED PER GRAVEL C3 'acD (3" MIN. DEPTH) _l ° ¢ II 000 c 0 OOH 0 0 0 0 0000 �°�` 1" U.S. THREADED -111 00000000c 000000�� ONE END PVC NIPPLE #4 REBAR W/ 0 0 0 o c 000000 (MIPT) AS RISER S.S. CLAMPS °g0000;0� '000000- m" I w 0 0�� 000 1" 'LASCO' OR EQUAL I --I PRE -FABRICATED SWING OF WASH PND - JOINT (SCHEDULE 80) 1" NIPPLE - LENGTH AS NECESSARY TO ACCOMMODATE 45' ANGLE (SOLVENT JOINT) — — — — — — — — — — — — — — — — — — — — — — — — — MAINLINE PIPE INSTALL WITH USE SECOND MALE ADAPTER (FROM SWING JOINT 30-45' ANGLE KIT) AND SOLVENT JOINT PVC NIPPLE INTO NOTES: SOLVENT JOINT SUPPLY LINE OUTLET TEE OR ELL. 1. VALVE KEY HANDLE TO CLEAR TOP OF BOX BY 2" MINIMUM. 2. THREADED ONE END NIPPLE AND SOLVENT JOINT NIPPLES TO BE SCHEDULE 80 PVC. 3. SUPPLY LINE TEE, THREADED ONE END NIPPLE AND SOLVENT JOINT NIPPLES NOT INCLUDED IN PRE -FABRICATED SWING JOINT. QUICK COUPLER NOT TO SCALE ROOTBALL CROWN SHALL BE ABOVE MULCH. RAKE BACK MULCH IF NECESSARY PLANTING BACKFILLS SEE SHEET NOTES%\ :............::::::. FOR MORE /� . .......... INFORMATION. 3 / :.:.: \ :0:: 3" 3" I GAL. CONT. $ LARGER GROUNDCOVER PLANTING NOT TO SCALE OMULCH - TYPE AND DEPTH PER SHEET NOTES. LOOSEN ROOTS WHEN PLANTING. IF ROOTS ARE COILING AROUND PERIMETER OF ROOTBALL, TEASE THEM AWAY AND CUT IF NECESSARY TO ENCOURAGE OUTWARD GROWTH. FERTILIZER TABLET 4" POT DATE REVISIONS 09/20/19 — RK ULIEN I I V C=) v z 0` 00 0 rn I J � rn C3 'acD I- Z ¢ Ld w � z y $ o tea' C) v1a m Q rn 0 o N� ^ m" I w ^^ MO I --I OF WASH PND KOU,,/' ico�`� MVV EXP. SOgPE ARO DATE REVISIONS 09/20/19 — RK ULIEN I I V z J U I- y Ld � w Q z� cr 0 Q z Q � - SHEET NUMBER J 3 SHEET TITLE v J J 0 � 1 Q J 3OF I I 3 C)- Cr- Cr - SHEET NUMBER 3 3OF I I 3