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Home My WebLink AboutPlans Applicant 3/19/202418' 26' PROP05ED UNDERGROUND ELECTRIC 5ERVIGE TO ADU 110.34" � ........... O N ,:... .. _ MIN. GR 3 G T _ :.:.:.. . Accessory Dwelling Unit Submittal Requirements Checklist 0 O :. WALKWAY FOR ADU. NOTE: If you feel an item does not apply, please state the reason why and attach the explanation to this form. ::... . 0 U Application Fee - Refer to the Development Code Fee Schedule for the appropriate fee m � calculation formula. A copy of the fee schedule is available at the Development & Public Works Department. The applicable application, technology, and postage fees are collected at the time of :,�... complete application submittal. P RO P05 ED 12 ...:....::.... - ;. Accessory Dwelling Unit Application Form ..... .. ... ... .. .....' . DRIVEWAY T �1 ADU _0 Narrative A separate written response how the Accessory Dwelling Unit meets the required Development z O EXISTINGCONCRETE •...:. :. , , ....::..:.. ' — EWA ... _......: :.DRIV Y Q One i Copy Plan, Floor Plan, andElevation o Drawings demonstratingtratin9com compliance ce i h > W — 0� N the Submittal Requirements and the Design and Development Standards listed below. O c0 M -PROP05ED TES=::--=::';:-..:..�: GONGR Submittal Requirements: 1'7' The scaleappropriate t the area involved and sufficient dent to show detail of thep Ian n related and e ated data such as 1 = 30 1 = 50 or 1 = 100 north arrow, an f preparation , d date o p epa anon 0 The proposed accessory dwelling unit and its relation to the property Ylines 0 The primary dwelling and other structures on the lot or parcel including fences an walls s - 10'- 2' • 0 Lot or parcel area and dimensions, percent of lot or parcel coverage, building height, entrance locations; location ofutilities and meters curb cuts sidewalks (public and ate and of - street parking 9 area f 7T Stormwa er destination and/or facility t cni A detailed floor plan of the accessory dwelling unit, drawn to scale with labels on rooms indicating uses orpos ro ed uses p 85-41/16" Q Development Standards: An accessory dwelling unit must meet the following standards: =�r r, Must meet all applicable clear and objective standards in SDC 3.2.275 that apply to the primary s e .. and sleepingin area that are e com letel independent from the contain a kitchen bathroom K KP o primary dwelling a� I- I - a Must not exceed 800 square feet or the size or the square footage of the primary dwelling (exclusive of the garage for the primary dwelling) whichever is less. 0 Must have an entrance that is separate from the entrance to the primary dwelling tu o � 171 A hard surface walkway, a minimum of three feet wide, must be provided from the primary Q �2,- -.0 entrance of the accessory dwelling unit to the street or walkway serving the primary dwelling w o C Each dwelling unit must have its own address Z } r Outdoor storage and garbage areas must be screened from view from adjacent properties and EXI5TING A those across the street or alley with a minimum 42 -inch tall 100 -percent sight obscuring fence m m tU or enclosure on at least three (3) sides < d- If a manufactured home or a towable structure (that is permitted, inspected, and approved by WW� Z (,,, w � the local authority having jurisdiction) is brought to the site as an accessory dwelling unit, it WATER METER < L ALU must have its tongue and towing apparatus removed v EXI5TING 10' W W W LIVINGWWWWW PATIO W W W W 5TORMWATER PROP05ED ADU W y 5 x 30' GRA55Y W W 5WALE W 5UB5URFACE W y W INFILTRATION - SWALE PLANTING : it I II II W W .143 5Q. FT. - 5UNMARK NATIVE WATER QUALITY MIX GRA55 SEED ..:....... . y PROP05ED NEW 10' WATER METER , ..:.. . ... . ....: W PROP05ED UNDERGROUND ELECTRIC 5ERVIGE TO ADU 110.34" TO CITY BY5TEM N PROP05ED ADU 545 534th STREET SPRINGFIELD, OREGON 4 Revised 20.07.2022 Design Standards. A Type 1 accessory dwelling unit within or attached to the main dwelling must match the primary dwelling. A newly constructed detached Type 1 accessory dwelling unit must match the primary dwelling or meet the clear and objective standards. Conversion of a structure permitted under SDC 4.7.105(A) to an accessory dwelling unit is not required to meet the design standards and may be approved under a Type 1 procedure; however, exterior alterations such as those necessary to meet building codes must meet relevant design standards below (match primary dwelling or meet clear and objective standards). Match Primary Dwelling. An accessory dwelling unit may be approved under Type 1 procedure if it meets the following design standards except that these standards may be altered when necessary to meet current fire or building codes: Exterior finish materials must be the same as or visually match those of the primary dwelling in terms of type, size, and placement. Roof pitch must be the same as the predominant roof pitch of the primary dwelling. r,` The trim around the doors and windows must be the same type and finish as the primary dwelling. r',, Windows must match those of the primary dwelling in terms of proportion (height and width ratio) and orientation (vertical vs. horizontal). T Eaves must project from the accessory dwelling unit addition the same distance as the eaves on the primary dwelling. Meet Clear and Objective Standards. A detached accessory dwelling unit may be approved under Type 1 procedure if it meets the following design standards: Only non -reflective siding and roofing materials are allowed. 17, Minimum roof pitch is 3 in 12. Eaves must project from the accessory dwelling unit at least one foot on all elevations. C The primary entry must have a covered or roofed entrance with a minimum depth and width of three feet. Non -Conforming Lot or Parcel Sizes Imp Accessory dwelling units are not permitted on lots/parcels that do not meet the applicable minimum lot or parcel size stated in SDC 3.2.215. Prohibited Use o, Mobile homes, recreational vehicles, motor vehicles, and travel trailers cannot be used as an accessory dwelling unit. Manufactured Homes and towable structures that are permitted, inspected, and approved by the local authority having jurisdiction are allowed. h-)*00wou INN pow �I1al)14 5 Revised 20.07.2022 W V N �i1 � N Accessory Dwelling Unit Submittal Requirements Checklist 0 O NOTE: If you feel an item does not apply, please state the reason why and attach the explanation to this form. 0 U Application Fee - Refer to the Development Code Fee Schedule for the appropriate fee m � calculation formula. A copy of the fee schedule is available at the Development & Public Works Department. The applicable application, technology, and postage fees are collected at the time of complete application submittal. Accessory Dwelling Unit Application Form _0 Narrative A separate written response how the Accessory Dwelling Unit meets the required Development z O and Design Standards cri in D .2. 7 described SDC 3 2 5 F and G. -z C0 — Q One i Copy Plan, Floor Plan, andElevation o Drawings demonstratingtratin9com compliance ce i h > W — 0� N the Submittal Requirements and the Design and Development Standards listed below. O c0 M Q Submittal Requirements: 1'7' The scaleappropriate t the area involved and sufficient dent to show detail of thep Ian n related and e ated data such as 1 = 30 1 = 50 or 1 = 100 north arrow, an f preparation , d date o p epa anon 0 The proposed accessory dwelling unit and its relation to the property Ylines 0 The primary dwelling and other structures on the lot or parcel including fences an walls s Existing and proposed trees and landscaping 9 0 Lot or parcel area and dimensions, percent of lot or parcel coverage, building height, entrance locations; location ofutilities and meters curb cuts sidewalks (public and ate and of - street parking 9 area Stormwa er destination and/or facility t cni A detailed floor plan of the accessory dwelling unit, drawn to scale with labels on rooms indicating uses orpos ro ed uses p 85-41/16" Q Development Standards: An accessory dwelling unit must meet the following standards: r, Must meet all applicable clear and objective standards in SDC 3.2.275 that apply to the primary s dwellingincluding, but not limited to setbacks height, lot or parcel coverage 9 9 9 and sleepingin area that are e com letel independent from the contain a kitchen bathroom K KP o primary dwelling a� I- I - a Must not exceed 800 square feet or the size or the square footage of the primary dwelling (exclusive of the garage for the primary dwelling) whichever is less. 0 Must have an entrance that is separate from the entrance to the primary dwelling tu o � 171 A hard surface walkway, a minimum of three feet wide, must be provided from the primary Q �2,- -.0 entrance of the accessory dwelling unit to the street or walkway serving the primary dwelling w o C Each dwelling unit must have its own address Z } r Outdoor storage and garbage areas must be screened from view from adjacent properties and A those across the street or alley with a minimum 42 -inch tall 100 -percent sight obscuring fence m m tU or enclosure on at least three (3) sides < d- If a manufactured home or a towable structure (that is permitted, inspected, and approved by WW� Z (,,, w � the local authority having jurisdiction) is brought to the site as an accessory dwelling unit, it < L ALU must have its tongue and towing apparatus removed v TO CITY BY5TEM N PROP05ED ADU 545 534th STREET SPRINGFIELD, OREGON 4 Revised 20.07.2022 Design Standards. A Type 1 accessory dwelling unit within or attached to the main dwelling must match the primary dwelling. A newly constructed detached Type 1 accessory dwelling unit must match the primary dwelling or meet the clear and objective standards. Conversion of a structure permitted under SDC 4.7.105(A) to an accessory dwelling unit is not required to meet the design standards and may be approved under a Type 1 procedure; however, exterior alterations such as those necessary to meet building codes must meet relevant design standards below (match primary dwelling or meet clear and objective standards). Match Primary Dwelling. An accessory dwelling unit may be approved under Type 1 procedure if it meets the following design standards except that these standards may be altered when necessary to meet current fire or building codes: Exterior finish materials must be the same as or visually match those of the primary dwelling in terms of type, size, and placement. Roof pitch must be the same as the predominant roof pitch of the primary dwelling. r,` The trim around the doors and windows must be the same type and finish as the primary dwelling. r',, Windows must match those of the primary dwelling in terms of proportion (height and width ratio) and orientation (vertical vs. horizontal). T Eaves must project from the accessory dwelling unit addition the same distance as the eaves on the primary dwelling. Meet Clear and Objective Standards. A detached accessory dwelling unit may be approved under Type 1 procedure if it meets the following design standards: Only non -reflective siding and roofing materials are allowed. 17, Minimum roof pitch is 3 in 12. Eaves must project from the accessory dwelling unit at least one foot on all elevations. C The primary entry must have a covered or roofed entrance with a minimum depth and width of three feet. Non -Conforming Lot or Parcel Sizes Imp Accessory dwelling units are not permitted on lots/parcels that do not meet the applicable minimum lot or parcel size stated in SDC 3.2.215. Prohibited Use o, Mobile homes, recreational vehicles, motor vehicles, and travel trailers cannot be used as an accessory dwelling unit. Manufactured Homes and towable structures that are permitted, inspected, and approved by the local authority having jurisdiction are allowed. h-)*00wou INN pow �I1al)14 5 Revised 20.07.2022 W V N �i1 I I ( I I I ---------------- I ----------------- -I 2nd FL ELECT. PLAN SCALE: 1/4" = 1'-0" ME GD 1st FL ELECT. PLAN SOALE: 1/4" = 1'-0" C* ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION Z Ceiling Fan Ventilation Fans: Ceiling Mounted, Wall Mounted ® Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage ® Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce iV Chandelier Light Fixture 0 Fluorescent Light Fixture <3 � 240V Receptacle ,N ^ P^ GFC(q ($ 110V Receptacles: Duplex, Weather Proof, GFCI VJP$ '$ 4$ Switches: Single Pole, Weather Proof, 3 -Way, 4 -Way "$ T$ Switches: Dimmer, Timer AVOo tr° Audio Video: Control Panel, Switch (DOM Speakers: Ceiling Mounted, Wall Mounted c55Z Gy�g Q Wall Jacks: CATS, CATS + TV, TV/Cable g Telephone Jack g Intercom Q Thermostat Door Chime, Door Bell Button Q ® Smoke Detectors: Ceiling Mounted, Wall Mounted EP Electrical Breaker Panel 2nd FLOOR PLAN SCALE: 1/4" = 1'-0" 1st FLOOR PLAN J^A",,, i- 5 Z N p: �t `ni O iV m tu 5' --r — — — — — — — — — — — LIVING ,AREA 800 SQ FT REFUSE AND 5TA1 RS: RECYCLING CENTER RISE : 7 3/6" MAX RUN: 10" MAX. J I I - ( I �— — — — — — — — — — — — -- 56,4LE: 1/4" = 1'-0" 1/2° 29' P! RK Z p: J Qd, O V tu <3 � J Win Q Q1 _ztux Q A�Om O Ui C6 ;r � tutu WWW. > 0 lu N �O M Z p: J Qd, V tu <3 � J Win Q Q1 _ztux Q A�Om Ui C6 ;r � tutu WWW. > 0 lu Z p: J Qd, V Q J J W Q ca O O � > U. EAST ELEVATION SCALE: 1/4" = 1'-0" WEST ELEVATION SCALE: 1/4" = 1'-0" kPoi Mmilm LoaLM-- 11 11 II' III III ill 'II 11 II' 11 II '�II III !1' III '11 !1 NORTH ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" W N Q O Rim O Q D J O Q 5J G 4 a w v N Z O W J W 3 E 8 tuom 00 Q < to lzu ;- z >cV� A a�ocn < P O WW� Q�w N O c° O Q D J O Q 5J G 4 a w v N Z O W J W 3 E tuom 00 Q < to lzu ;- — >cV� A a�ocn < >L� vw WW� Q�w O Q D J O Q 5J G 4 a w v N Z O W J W 3 (FN1)t m , q 29' 25' 6 ( FN -24 (FN -2 — � i— — — — — — — — — -- — — — — — — — I �I I I I --------- 14x8"GONG.FTG. --- I W / (2) #4 REBAR CONT. i I 6" GONG. I I 42 x 42 x 10" CONC. FTG. I W/(4)#4REBARE4 I I 4' r I I I I 1 2 4 4 I I I I I L- -, I L. .I 4" GONG. 5LAB L_ — I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — A / 4 e ., all a nwv 1-- 54 x 30 x V' CONC.5LAB AT BASE OF STAIRS An 51/2x12"GLB 24F -V4 (MH -1) INECTOR 5 5 24'-9" 4'_3•' 29' FOUNDATION PLAN SCALE: 1/4" = 1'-0" YVALL EXTERIOR FN -1 TREATMENT: — 2 X 6 @ 16" O.G. -51DING-5EE ELEVATIONS -INFILTRATION YVRAP X b PL -112'COX PVW SHEATHING tuN 2 X b PT PL kV/ 9" ANCHOR BOLTS 4E2 O 6' O G AND YVITHIN 1' OF ALL 1" BEVEL @ TOPC.ORNER5 AND 5PLIGE5 8" MIN DIST 6" GONG. 5LAB w e ,: p j.::..-r----�--•- YV / #4 REBAR 24" GRID •.1. `� .r..i. .t . GRAVEL FILL 71�1�11 C6CID Lu b" GONG 5TEMWALLkV/#4REBAR@ —_ 72 VERT - 24" HORIZ 14 x 8" GONG FTG YV / (2) #4 REBAR CONT GONG. PE�IMETER FTG. a� SLAB 1 -ro POUR SCALE YVALL EXTERIOR TREATMENT: 2 X b @ 16" D.G. -51DING-5EE ELEVATIONS -INFILTRATION YVRAP 2 X 6 PL -1/2" COX PM 5HEATHING 2 X6 PT PL kV 9'' AN GHOR BOLTS &0 G AND YVITHIN 1' OF ALL 1" BEVEL @ TOP GORNER5 AND SPLICES, 8" MIN 015T b" GONG. SLAB YV / #4 REBAR 24" GRID d' — GRAVEL FILL _ 1 i o a o. a q. • o _ b" GONG STEMYVAI.I M#4 REBAR @ 24" HORIZ =) 14 x 8" CONIC FTG YV / (2) #4 REBAR CONT GONG. PERI MBTBR FTG. ON 5LAB 2 51NGLE POUR 5GALE : 3/4" = 1' - 0" 2nd FL FRAMING SCALE: 1/411 = 1'-0" 2xb@1b"O.G. 1/2" GYP BD MECHANICAL FASTENER A5 REQUIRED 2xbPTPL 4" CONC. 5LAB K #4 REBAR 24" O.G. �t 6 MIL VAPOR BARRIER GRAVEL FILL — -III—III-111_111—III —III—I _ 14 x 8" GONG. FTG. _ W /1 2 T #4 BAR RE GO I I—III—I I—III—III— N — III III III III I III. I I_III-111 L I i I III 111 -III -1 1--III-1 I~I 1---1� PLAN 5EGTION NOTE: 4 x 6 DP#2 TYPICAL HEADER - TYPICAL RIM JOI' 5HOkNN - 5EE 5EG SCHEDULE FN -1 42'5a x 10" GONG FTG YV / (4) #4 REBAR EW FN -2 24" 5Q x 10" GONG FTG YV/(2)#4REBAR EN 2 tuN GONG STEM YOU #4 REBAR EYV INTERIOR BEARING FTG. EXTERIOR NALL 5PREAD FTG 3 5GALE : 3/4" =1' - 0"' SCALE . 3/4" _ 1'- 0" ROOF FRAMING SCALE: 1/4!'= 1'-0" 5GHEDULE FN -1 42'5a X 10" GONG FTG YV/ (4) #4 REBAR EYV FN -2 24" 5Q X 10" GONG FTG kV (2) #4 REBAR EW 2X16@16"O.G. b x 6 POST —I-► I 14 X 8" GONG FTG YV/ (2) #4 REBAR CONT _ .,a:.�'� !•, : }�:i:'':r;::A,. ;:• :a- �• r':, 4" GONG. SLAB iY< • .. •• . • • .. .'.:..„ • . SAND OR GRAVEL FILL•. 24 x 24 x 10" GONG. FTG. » .. .... .a' .. ,.'w. W/(2)#4REBAREYV .Y �...�' . . • -s• i i • TYP. MIN. FTG. b MIL VAPOR BARRIER _ —_— INTERIOR BEARING FTG.- PT. 7 5GALE : 3/4" =1' - 0" NOTE: 4 x 6 DF#2 TYPICAL HEADER UON 6i»�•im»�•iQii »�■i8if»�■ii9r�■liii-�•i i��l 1q�.. QfiA�.fE •PI ...O •f'a1 �.0�pJ �..O�B �.O� �.--,f 81ny-fiet.:-ft�. '®��fs��ifs X1:_44: O��trisi fas..a�fz WALL OUTLINE ILEVER 6" GONG 5TEMY44ILL IV #4 REBAR @ 24" HORIZ ° a 4" GONG. 5LA5 a .. GRAVEL FILL A 5 5 14 x 8" GONG FTG YV / (2) #4 REBAR CONT GONG. PERIMETER FTG. (4 6 E s 2 tuN O < tu '. w 0 O JAW N co 14 x 8" GONG FTG YV / (2) #4 REBAR CONT GONG. PERIMETER FTG. (4 6 E s 2 tuN < tu co Q o -a JAW to W W Z IJ3 C6CID Lu 14 x 8" GONG FTG YV / (2) #4 REBAR CONT GONG. PERIMETER FTG. (4 6 1 1/4" MANUFACTURED RIM J015T 4x5DF#2 TYP. MIN. HDR. 1 116" T & G FLOOR SHEATHING- GLUE & NAIL (48" SPAN RATING) R-30 BATT INSULATION - 11 118" Til 110 @ 16" O.G. 5/8" GYP BD MANUFACTURED ROOF TRUSSES @ 24" O.G. �nnnnnnnnnnnrl BLOWN - IN PLACE INSULATION R -4q 518" GYP. BD. NON-BEARING WALL 2x4@16"O.C. ROOF ASSEMBLY: ASPHALT COMP. ROOFING 15# FELT 1/16" 0513 SHEATHING 2 X b @ 1b" O.G. 1/2" GYP BD 4 a - I BATT INSULATION ( R-21 INTERMEDIATE FRAMING) 2 x _ PT BOARD I RIGID INSULATION (R-15) —� 5ECTION BCAL.E : 3/8" = 1'- 0" 12 1 5 3/8" MIN. FLYY IOOD SHEATHING 4tA11 0110 21-0:1 WALL EXTERIOR TREATMENT: 8" GEMENT FIBER LAP SIDING INFILTRATION WRAP -1/16" 0513 b" CONG. WALL 1 2 14 x 8" GONG. FTG. W / (2) #4 REBAR CONT. 4 4 MANUFACTURED ROOF TRUSSES @ 24" O.G. "v nnnnnnnnnnnnn <nnnnnonnr.LO..N - IN PLACE INSULATION R -4q 1 1/4" MANUFACTURED RIM J015T 2q'-0" NON-BEARING WALL 2x4@16"O.G. 1 1/8" T & G FLOOR SHEATHING- GLUE & NAIL (48" 5PAN RATING) R-30 BATT INSULATION-\ ROOF ASSEMBLY: ASPHALT COMP. ROOFING 15# FELT 1/16" 055 SHEATHING nnn B,A� SUL^4T� n n 30 12 5 3/8" AIG MIN. PLYWOOD SHEATHING W2-0"�I 42" TALL RAILING - OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIA. SPHERE. TAPER DECK SURFACE y 118" PER FOOT Duradek 51DEWALL FLA5HING Duradek DECK MEMBRANE /- W/ 1 118" T&G PLYWOOD I '� 117/8., Til 110 @ 16" T T LU21 HANGER O.G. (3) 13/4 x 117/6" 2.0E (SIMPSON ) MICROLLAM LVL ( M5-1 ) T BD — — — — — — — — — — 5/8"GY---- 2 )1/4x4 5 LED 51MF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � (2)1/4x4"51MP50N 5 1/2 x 21" GLB GARAGE WALL 24F -V4 (MB -1) CORNER 2 X b @ 16" O.G. I 112" GYP BD so 4 I q BATT INSULATION r (R-21 INTERMEDIATE FRAMING ) 4" CONG. SLAB :o 2 x _ PT BOARD RIGID INSULATION (R-15) . GRAYEL FILL r ;...� .. :. _r. .. .. .••... �: .. .. ...: .:.: ,. .. .. .... a .e .. .. _ .... .. .. .. .. .. $ 5EGTION 5CALE : 3/8" = 1' - 0" 1 2 4 4 TAIs11.9 141fi09,1(1) PRESCRIPTIVE ENVEL00F REOUiREMRNTS$ PVC COATED METAL FLASHING MEMBRANE HEAT WELDED TO TOP FACE• 318" A/C MIN. PLYWOOD SHEATHING WALL EXTERIOR TREATMENT: 8" GEMENT FIBER LAP 510INC - INFILTRATION WRAF -1116,055 6" GONG. WALL 14 x 8" GONG. FTG. W / (2) #4 REBAR CONT. 4" CONC. SLAB STANDARD BASE CASE Li1GtOtVtEB dNLlf UILDINO COMPONENT .: ^ 'S bili Y ^'..:�[• „!.Y' ., �} ' -.: �u trod Performance �+ iv. Valtrex 5ECTION BCAL.E : 3/8" = 1'- 0" 12 1 5 3/8" MIN. FLYY IOOD SHEATHING 4tA11 0110 21-0:1 WALL EXTERIOR TREATMENT: 8" GEMENT FIBER LAP SIDING INFILTRATION WRAP -1/16" 0513 b" CONG. WALL 1 2 14 x 8" GONG. FTG. W / (2) #4 REBAR CONT. 4 4 MANUFACTURED ROOF TRUSSES @ 24" O.G. "v nnnnnnnnnnnnn <nnnnnonnr.LO..N - IN PLACE INSULATION R -4q 1 1/4" MANUFACTURED RIM J015T 2q'-0" NON-BEARING WALL 2x4@16"O.G. 1 1/8" T & G FLOOR SHEATHING- GLUE & NAIL (48" 5PAN RATING) R-30 BATT INSULATION-\ ROOF ASSEMBLY: ASPHALT COMP. ROOFING 15# FELT 1/16" 055 SHEATHING nnn B,A� SUL^4T� n n 30 12 5 3/8" AIG MIN. PLYWOOD SHEATHING W2-0"�I 42" TALL RAILING - OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIA. SPHERE. TAPER DECK SURFACE y 118" PER FOOT Duradek 51DEWALL FLA5HING Duradek DECK MEMBRANE /- W/ 1 118" T&G PLYWOOD I '� 117/8., Til 110 @ 16" T T LU21 HANGER O.G. (3) 13/4 x 117/6" 2.0E (SIMPSON ) MICROLLAM LVL ( M5-1 ) T BD — — — — — — — — — — 5/8"GY---- 2 )1/4x4 5 LED 51MF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � (2)1/4x4"51MP50N 5 1/2 x 21" GLB GARAGE WALL 24F -V4 (MB -1) CORNER 2 X b @ 16" O.G. I 112" GYP BD so 4 I q BATT INSULATION r (R-21 INTERMEDIATE FRAMING ) 4" CONG. SLAB :o 2 x _ PT BOARD RIGID INSULATION (R-15) . GRAYEL FILL r ;...� .. :. _r. .. .. .••... �: .. .. ...: .:.: ,. .. .. .... a .e .. .. _ .... .. .. .. .. .. $ 5EGTION 5CALE : 3/8" = 1' - 0" 1 2 4 4 TAIs11.9 141fi09,1(1) PRESCRIPTIVE ENVEL00F REOUiREMRNTS$ PVC COATED METAL FLASHING MEMBRANE HEAT WELDED TO TOP FACE• 318" A/C MIN. PLYWOOD SHEATHING WALL EXTERIOR TREATMENT: 8" GEMENT FIBER LAP 510INC - INFILTRATION WRAF -1116,055 6" GONG. WALL 14 x 8" GONG. FTG. W / (2) #4 REBAR CONT. For Sl: I inch = 25.4 mm, t square toot = 0.0929 m?, l decree = 0.0175 rad, n/a = not applicable. a. As allowed in Section NI 104. 1, thermal performance of a component may be adjusted provided that overall heat toss does not exceed the total' resulting from conformance to the required U -factor standards. Calculations to document equivalent heat loss shall be performed usin4 the procedure and approved U -factors contained in Table NI 104..1(1). _ b, R -values used in this table are nominal for the insulation only in standard wood -framed construct on and not for the entire assernbfy: c. Wall insulation requirements apply to all exterior wood -framed, concrete or masonry walls that are above grade. This includes cripple walls and rim Joist areas. Nominal compliance with R-21 insulation and Intermediate Framing (N1104.51) with insulated headers. d. The: wall component shall be a minimum solid log or timber wall thickness of 3.5 inches. e. Below -grade wood, concrete or masonry walls include all walls that are below grade and do not include those :portiom o f such wall that extend mare than 24 inches above grade. R-21 for insulation in framed cavity; R-15 continuous insulation. f: insulation levels for ceilings that have limited attic/rafter depth.such as dormers, bay windows or similar arch ltec-turul features totaling not more than 154 square feet.in area may be: educed to not less than It 21 When reduced, the.cavity shall be.flied (expept for :required ventilation spaces). R-49 insulation installed to minimum 6 -inches depth at top plate at exterior of structure to achieve U -factor. g, Vaulted ceiling surface area exceeding 50 percent of tate total heaters space floor area shall havea. U-factDr no g tec *an U -p 026 (equivalent to R-38 rafter or scissor truss with R-38 advanced: framing). hl. A = Advanced, frame construction; See Section N1 (044: i, bleated slab interior applies to concrete slab floorslboth on and below grade) that incorporate a radiant heating syst m within the slab. insulation shall be installed underneath the entire slab. j. Sliding glass doors shall comply with window performance requirements. Windows exempt from testing is acccordance'with Section NF1111.2, item 3 shall '. comply with window performance requirements if constructed with thermal break aluminum or wood;'or vinyl; or fiberglass frames and double-pane:giazing with-:lo!iv-emissivity coatings of 0.10 or less. Buildings designed to incorporate passiue solar elements may inelUde giaxing with a U -factor greater than 0.35 . byusing Table NI.1!043(1) to demonstrate+equivalence to building; envelope requirements. I A imum of 28 square feet of exterior door area per dwelling unit can have a U -factor of 0.54 or tess.: 1r Glazing that is either double pane with sow -e coating on one surtax, or triple pane shall be deemed to comply with this mquirement. i;n. Minimum 24 -inch horizontal or vertical below grade. 's • LJ W Q W v 5 STANDARD BASE CASE Li1GtOtVtEB dNLlf UILDINO COMPONENT .: -.: �u trod Performance �+ iv. Valtrex � uim.d Porformance ' Equty fatpe'.: a'nsultim abl3v gte UOS9° t 21 lntrrnediat+ Note d Note d �ttall isulati�on--below gr dei C4063 R 1 c t. � R. 2i C- 63 R 1SIR 21 Flat eeilinpf ; : t3�0.Q21 R-49! U-0.02@ I R�4� A h Vaulted ceilings$ U-0.033 R -iii lki t .of R 30A Scissor T`tuss U-0.027 R•38A Underfloors U-0:033 R-30 - U-0.033 it -30 Slab -edge perimeter'" l: -O.520 R-15 F-0.211 . R45 Heated slab interior' n/a R-ib n/a R=10 Windowsl U-il.2 - U-0.27. U427_ U-0.27 S%ylghts U-0.50 U-0.50 U0.54 0=0.50 Exterior doers' U-0.20 U-0.20 U=0,54 U -i.54 Exterior doors with > 2.5 ftglazing' U -(i.40 U-0.40 1.T-0 (} U-0.40 For Sl: I inch = 25.4 mm, t square toot = 0.0929 m?, l decree = 0.0175 rad, n/a = not applicable. a. As allowed in Section NI 104. 1, thermal performance of a component may be adjusted provided that overall heat toss does not exceed the total' resulting from conformance to the required U -factor standards. Calculations to document equivalent heat loss shall be performed usin4 the procedure and approved U -factors contained in Table NI 104..1(1). _ b, R -values used in this table are nominal for the insulation only in standard wood -framed construct on and not for the entire assernbfy: c. Wall insulation requirements apply to all exterior wood -framed, concrete or masonry walls that are above grade. This includes cripple walls and rim Joist areas. Nominal compliance with R-21 insulation and Intermediate Framing (N1104.51) with insulated headers. d. The: wall component shall be a minimum solid log or timber wall thickness of 3.5 inches. e. Below -grade wood, concrete or masonry walls include all walls that are below grade and do not include those :portiom o f such wall that extend mare than 24 inches above grade. R-21 for insulation in framed cavity; R-15 continuous insulation. f: insulation levels for ceilings that have limited attic/rafter depth.such as dormers, bay windows or similar arch ltec-turul features totaling not more than 154 square feet.in area may be: educed to not less than It 21 When reduced, the.cavity shall be.flied (expept for :required ventilation spaces). R-49 insulation installed to minimum 6 -inches depth at top plate at exterior of structure to achieve U -factor. g, Vaulted ceiling surface area exceeding 50 percent of tate total heaters space floor area shall havea. U-factDr no g tec *an U -p 026 (equivalent to R-38 rafter or scissor truss with R-38 advanced: framing). hl. A = Advanced, frame construction; See Section N1 (044: i, bleated slab interior applies to concrete slab floorslboth on and below grade) that incorporate a radiant heating syst m within the slab. insulation shall be installed underneath the entire slab. j. Sliding glass doors shall comply with window performance requirements. Windows exempt from testing is acccordance'with Section NF1111.2, item 3 shall '. comply with window performance requirements if constructed with thermal break aluminum or wood;'or vinyl; or fiberglass frames and double-pane:giazing with-:lo!iv-emissivity coatings of 0.10 or less. Buildings designed to incorporate passiue solar elements may inelUde giaxing with a U -factor greater than 0.35 . byusing Table NI.1!043(1) to demonstrate+equivalence to building; envelope requirements. I A imum of 28 square feet of exterior door area per dwelling unit can have a U -factor of 0.54 or tess.: 1r Glazing that is either double pane with sow -e coating on one surtax, or triple pane shall be deemed to comply with this mquirement. i;n. Minimum 24 -inch horizontal or vertical below grade. 's • LJ W Q W v 5 WALL LINE ELEVATION VIEW Of 81 62 83 B4 Total Wall Line Length: 32' 0" WALL LINE PLAN VIEW B1 B2 B3 B4 Story Wail Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story A CS-WSP 1.18 9.74 1.02 12.51 12.51 21 Compliant Furthest Distance to Adjacent BWL 25' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 7 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 32' 0" Roof/Ceiling Dead Loads 17 pSf Gypsum Included Blocking Included Wali Line Wall Story Bracing Segment Adjacent Opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie Bl 9' 10' CS-WSP 4' 4" 2' 0" 4.33 6"/12" B2 9' 10' CS-WSP 7' 0" 2' 0" 7 6"/12" B3 9' 10' CS-WSP 2' 6" 6' 8" 2.5 6"/12" B4 9' 10' CS-WSP 7' 2" 6 8" 7.17 6"/12" WALL LINE ELEVATION VIEW Bi 0 6'/12" B2 9' 10' CS-WSP 6' 4" 4' 0" 6.33 6"/12" 1,800 B3 9' 10' CS-WSP 6' 11" 4' 0" Include proper HD details for IRC placement rules on the plans. 6.92 6"/12" f Total Wall Line Length: 29'0" (Total Wall Line Length: 14' 0"1 B2 9' 10' CS-WSP WALL LINE PLAN VIEW 4' 0" WALL LINE PLAN VIEW 6'%12" Cripple Wall NO Mean Roof Height less than 30 ft. YES Designer Responsibilities: • Check irregularities per IRC section R301.2.2.6 V-1 1/21101.4 Bi B2 • Design foundations per IRC section R403.1 10' o Include interior braced wall Brie foundations per IRC Section R602.11 Bl 6' 8" Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story B CS-WSP 1.18 9.74 1.02 5.47 9.74 14 Compliant Furthest Distance to Adjacent BWL 25' 0" Stone or Masonry Veneer Omitted Wail Line Length 29' 0" Roof/Ceiling Dead Loads 17 psf Loads 17 psf Roof Eave to Ridge Height 7 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 141011 Roof/Ceiling Dead Loads 17 psf 2.08 11.32 11.32 12.5 Gypsum Included Wali Line Wail Story Segment Adjacent g Qualified Segment Adjacent Qualified Tension Tension Blocking Included Opening Length Segment Nails Tie Hold Down Hold Down Wall Line Wali StoryAdjacent Bracing Segment Qualified Tension Gypsum Included Segment Height Height Methodd Length Opening Segment Nails Tie Hold Down Gypsum Included Height Wall Line Wali StoryBracing Segment Adjacent 9 Opening Qualified Bl 9' 10' CS-WSP 14' 0" 14 6712" WALL LINE ELEVATION VIEW �aC�.,cS�y'H"5,� a / ' 'r� s 2E. 8� k5.:a IN =�a� r Bl 82 63 1 Total Wall Line Length: 18' 0" 1 WALL LINE PLAN VIEW B3 82 83 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story C CS-WSP 1.07 5.19 1.21 3.7 5.19 13.25 Compliant Furthest Distance to Adjacent BWL 29' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 7 feet Wali Dead Load > 8 psf but <= 15 psf Wali Line Length 18' 0" Roof/Ceiling Dead Loads 17 psf Gypsum Included Blocking Included Wall Line Wail StoryBracing Se Adjacent Qualified Nails Tension Segment Height Height Methodd gment Length Opening Segment Tie Hold Down Height B1 9' 10' CS-WSP 0191, 4' 0" 0 6'/12" B2 9' 10' CS-WSP 6' 4" 4' 0" 6.33 6"/12" 1,800 B3 9' 10' CS-WSP 6' 11" 4' 0" Include proper HD details for IRC placement rules on the plans. 6.92 6"/12" Furthest Distance to Adjacent BWL 32' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 7 feet Wall Dead Load > 8 psf but <= 15 psf Wali Line Length 25' 0" Roof/Ceiling Dead Loads 17 psf Gypsum Included Blocking Included Wall Line Wall Story Bracing Segment Adjacent Opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie Bl 9' 10' CS-WSP 4' 0" 8' 0" 4 6'/12" B2 9' 10' CS-WSP 9101, 8' 0" 9 6"/12" WALL LINE ELEVATION VIEW 81 Total Wall Line Length: 4' 0" 1 WALL LINE PLAN VIEW B1 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 2 CS-WSP 1.07 3.42 1.04 2.48 3.42 4 Compliant Furthest Distance to Adjacent BWL 18' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 7 feet Wail Dead Load > 8 psf but <= 15 psf Wall Line Length 4' 0" Roof/Ceiling Dead Loads 17 psf Gypsum Included Blocking included Wall Line Wall Story Bracing Segment Adjacent Opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie Bl 9' 10' CS-WSP 4' 0" 4 6"/12" WALL LINE ELEVATION VIEW Bi B2 9' 10' CS-WSP 3' 10" 4' 0" f Total Wall Line Length: 29'0" 1 B2 9' 10' CS-WSP WALL LINE PLAN VIEW 4' 0" 16.17 6'%12" Cripple Wall NO Mean Roof Height less than 30 ft. YES Designer Responsibilities: • Check irregularities per IRC section R301.2.2.6 V-1 1/21101.4 Bi B2 • Design foundations per IRC section R403.1 10' o Include interior braced wall Brie foundations per IRC Section R602.11 • Design cripple walls in one of two ways 6' 8" Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 3 CS-WSP 1.18 11.92 1.31 14.57 14.57 27 Compliant Furthest Distance to Adjacent BWL 32' 0" Stone or Masonry Veneer Omitted Furthest Distance to Adjacent BWL 32' 0° Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 7 feet Wall Dead Load > 8 psf but <= 15 psf Qualified Bracing Wail Line Length 29' 0" Roof/Ceiling Dead Loads 17 psf Loads 17 psf Bracing Status Gypsum Included Gypsum Included Blocking Included Blocking Omitted 2.08 11.32 11.32 12.5 Compliant Wall Line Wall StoryBracing Wali Line Wail Story Segment Adjacent g Qualified Segment Adjacent Qualified Tension Tension Segment Height Height Method d Opening Length Segment Nails Tie Hold Down Hold Down Wall Line Length 32' 0" Roof/Ceiling Dead loads 17 psf Height Height B1 9' 10' CS-WSP 10' 6" 3' 0" 10.5 6"/12" B2 9' 10' CS-WSP 16' 6" 3' 0" 16.5 6712" WALL LINE ELEVATION VIEW WALL LINE ELEVATION VIEW Bi 62 9' 10' CS-WSP 3' 10" 4' 0" Total Wall Line Length: 25' 0" 67/12" B2 9' 10' CS-WSP WALL LINE PLAN VIEW 4' 0" 16.17 6'%12" Cripple Wall NO Mean Roof Height less than 30 ft. YES Designer Responsibilities: • Check irregularities per IRC section R301.2.2.6 V-1 1/21101.4 Bi B2 • Design foundations per IRC section R403.1 10' o Include interior braced wall Brie foundations per IRC Section R602.11 • Design cripple walls in one of two ways 6' 8" Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 1 CS-WSP 1.64 8.69 2.66 11.3 11.3 20 Compliant Furthest Distance to Adjacent BWL 32' 0" Stone or Masonry Veneer Omitted Furthest Distance to Adjacent BWL 32' 0° Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 7 feet Wall Dead Load > 8 psf but <= 15 psf Qualified Bracing Wall Line Length 251011 Roof/Ceiling Dead Loads 17 psf Bracing Status Gypsum Included Blocking Omitted 2.08 11.32 11.32 12.5 Compliant Roof Eave to Ridge Height 7 feet Wall Dead Load > 8 psf but <= 15 psf Wali Line Wail Story Bracing Segment Adjacent Qualified Tension Segment Height Height Method Length Opening Segment Nails Tie Hold Down Wall Line Length 32' 0" Roof/Ceiling Dead loads 17 psf Loads 17 psf Height WP Bl 9' 10' CS-WSP 3' 10" 4' 0" 3.83 67/12" B2 9' 10' CS-WSP 16' 2" 4' 0" 16.17 6'%12" WALL LINE ELEVATION VIEW ON 011010108 81 82 B3 Total Wall Line Length: 25' 0" WALL LINE PLAN VIEW B1 B2 83 Story Wali Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 2 CS-WSP 1.64 8.69 2.66 11.3 11.3 17 Compliant Furthest Distance to Adjacent BWL 32' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 7 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 25' 0" Roof/Ceiling Dead Loads 17 psf Gypsum Included Blocking Omitted Wall Line Wali StoryBracing Se Adjacent Qualified Nails Tension Segment Height Height Methodd gment Length Height Opening Segment Tie Hold Down B1 9' 10' CS-WSP 4' 0" 3' 0" 4 6"/12" B2 9' 10' CS-WSP 9' 6" 5' 0" 9.5 6712" B3 9' 10' CS-WSP 3' 6" 5' 0" 3.5 67/12" APA Wall Bracing Calculator Project Report Builder/Designer Acadia Design Home/Building Plan Name Valladolid ADU Development Address 545 S 34th Street, Springfield, OR Code BASED ON 2021 IRC SDC (Seismic Design Category) D3 Wind Speed <= 120 mph Wind Exposure Category EXPOSURE B Total Number of Stories 2 STORY Cripple Wall NO Mean Roof Height less than 30 ft. YES Designer Responsibilities: • Check irregularities per IRC section R301.2.2.6 V-1 1/21101.4 • Confirm bad path to foundation per IRC section R403.1.6 • Design foundations per IRC section R403.1 10' o Include interior braced wall Brie foundations per IRC Section R602.11 • Design cripple walls in one of two ways 6' 8" o Redesignate as the fust story and use the calculator o Design by hand per IRC Section R602.10.10. B5 STORY 1 STORY 2 10' A B C A B RI I� 3.5 Z 3 E. ALL EXTERIOR NALLS BS 82 i i` - It 11 25 ,r4RE G P Y�l - 5-YV5 ITH / 1 N,E41 IN 6 2 L G ALL GARAGE OUTLETS Total Wall Line Length: :.:. TO BE GFGI PROTECTED 17' 2 WALL LINE PLAN VIEW . . , Bi 62 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Line Method Factors Amount Factors Amount Required Bracing Qualified Bracing Bracing Status _ _...:::.,:.,::..,..:...,..._. ......,. .. ------------ MwzlUP 6"/12" \� As B3 ------------------ - - - - - - - - - - - - - - - - 'T I 503bR5 ( I : �- ---- f" CS-WSP 2nd Story A CS-WSP 1.64 8.69 2.66 14.47 14.47 26.83 Compliant ck LUz I LU I V-1 1/21101.4 R15` L --Ii 9' 10' CS-WSP 3' 0" 6' 8" 1 Total Wall Line Length: 32' 0" 1 6712" B5 9' 10' 0 v WALL LINE PLAN VIEW RI I� 3.5 6"/12" N to C 81 82 83 84 BS Furthest Distance to Adjacent BWL 32' 0° Stone or Masonry Veneer Omitted Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story B CS-WSP 1.64 6.97 2.08 11.32 11.32 12.5 Compliant Roof Eave to Ridge Height 7 feet Wall Dead Load > 8 psf but <= 15 psf Furthest Distance to Adjacent BWL 25' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 7 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 32' 0" Roof/Ceiling Dead loads 17 psf Loads 17 psf WP Gypsum Included m Gypsum Included Wall Line Wali StoryBracing Segment Adjacent 9 Opening Qualified Nails Tension Hold Down Segment Height Height Method d Length Height Segment Blocking Omitted Tie N 3' 0" 4' 0" 3 6"/12" - - - Wail Line Wall Story Bracing Segment Adjacent Qualified Tension I OVERHEAD Segment Height Height Method Length Opening Segment Nails Tie Hold Down -DOOR OUTLET- - - - - _J- Height �-- CONDUIT AND OUTLET - - Bl 9' 10' CS-WSP 16` 0" 4' 0" 16 6"/12" y BOX FOR ELECTRIC - - e 6068 B2 9' 10' CS-WSP 10,101, 4' 0' 10.83 6"/12" VEHICLE CHARGING GA_ RA6E - = I 24'-0" X 24'-7" I � ( ivI - - - - - - - - - i WALL LINE ELEVATION VIEW �nMAIN WE F ..A .£ ----------------------- ------------------------- ~ - -- --- s I -DN- 101 Mi Rel mi •.i 0 $$ i �\ LA 9 0 Tn �� VVH Eno � n ►'�O�X 5' Q B2 9' 10' CS-WSP 3' 0" 4' 0" 3 6"/12" \� As B3 9' 10' CS-WSP 1' 6" 6' 8" 0 6712" 20:^05H ck LUz Bi 52 B3 84 BS LU V-1 1/21101.4 B4 9' 10' CS-WSP 3' 0" 6' 8" 1 Total Wall Line Length: 32' 0" 1 6712" B5 9' 10' 0 v WALL LINE PLAN VIEW 5' 0" 3.5 6"/12" N to C 81 82 83 84 BS Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story B CS-WSP 1.64 6.97 2.08 11.32 11.32 12.5 Compliant Furthest Distance to Adjacent BWL 25' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 7 feet Wall Dead Load > 8 psf but <= 15 psf Wali Line Length 32' 0" Roof/Ceiling Dead Loads 17 psf WP Gypsum Included Blocking Omitted Wall Line Wali StoryBracing Segment Adjacent 9 Opening Qualified Nails Tension Hold Down Segment Height Height Method d Length Height Segment Tie Bl 9' 10' CS-WSP 3' 0" 4' 0" 3 6"/12" 101 Mi Rel mi •.i 0 $$ i �\ LA 9 0 Tn �� VVH Eno � n ►'�O�X 5' Q B2 9' 10' CS-WSP 3' 0" 4' 0" 3 6"/12" \� As B3 9' 10' CS-WSP 1' 6" 6' 8" 0 6712" 20:^05H ck LUz LU V-1 1/21101.4 B4 9' 10' CS-WSP 3' 0" 6' 8" 3 6712" B5 9' 10' CS-WSP 3' 6" 5' 0" 3.5 6"/12" qrgq� 1 0 a N 0 Ck Ck 0 Ck lu 3: d) STORY 1 STORY s SCALE: 1/4" = 1'-0" SGALE: 1/4" = 1'-0" 6 .N ul CA % ck LUz LU O (n Ill (f1 ,UWP v_; Z Q W 0 W O N to C 0 a N 0 Ck Ck 0 Ck lu 3: d) STORY 1 STORY s SCALE: 1/4" = 1'-0" SGALE: 1/4" = 1'-0" 6 .N ul CA % ck LUz LU (n Ill (f1 ,UWP v_; Z Q W 0 a N 0 Ck Ck 0 Ck lu 3: d) STORY 1 STORY 2 SCALE: 1/4" = 1'-0" SGALE: 1/4" = 1'-0" 6