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Home My WebLink AboutPlans Applicant 6/22/2023STREET SPRINGFIELD OR VICINIT"Trf MAF", The Bow Building Oregon2019 M ••,. # 11/29/2022 Location: 392 Q Street Springfield, OR 97477 Tax Map: 17-03-26-24-02100 Scope of Work: This project consists of an addition and remodel of an existing CODE or STANDARD commercial building. Building Areas: 5141 SF (Existing Total) ASPHALT MIN. 3 7' DEPTH 48" X 60" 7581 SF (Total Following Addition) Zone: C-2 (Community Commercial) Building Codes: 2019 Oregon Structural Specialty Code (OSSC) OE 2019 Oregon Fire Code (OFC) < r F_Vi5rP > 2021 Energy Efficiency Specialty Code (OEESC) Deferred Submittals: Electrical and Lighting Plans PAWNO AMA- Plumbing Plans M-L-OC'A-11NO 5r(21'5 Mechanical Plans and Energy Compliance Documentation OSSC Chapter 3 - Use and Occupancy Classification: • Group B - Business (Office Space + Training and Skill Development) (304.1) • Group M - Mercantile (Retail) OSSC Chapter 5 - General Building Heights and Areas: • Construction Type - 513 • Proposed Building Area - 7581 SF o Allowable - 9000 SF (Table 506.2) • Proposed Height - 1 -story - 13 feet o Allowable - 40 feet (Table 504.3) • Mixed Use and Occupancy (Section 508) o Adjacent Occupancies - Group M (Mercantile) o Separation Requirements (Table 508.4) • Group B and Group M - Separation not required • Fire Sprinklers - Not Provided OSSC Chapter 6 - Types of Construction: • Retail Areas - M Occupancy, 5B Construction (Table 602) o Exterior Walls < 5 ft fire separate distance • 2 -hour rating required • Apply to both M and B areas (B requires 1 -hour) OSSC Chapter 7 - Fire and Smoke Protection Features: • Retail Areas - M Occupancy, 513 Construction (Table 602) o Exterior Walls < 5 ft fire separate distance • 2 -hour rating required • Apply to both M and B areas (B requires 1 -hour) DIRECTORY "IERMIT NO: i.1A2Lotwus] 68 WEST Q STREET SPRINGFIELD, OR. 97477 541-747-6638 - X303 GENERAL 1-1.0 PROJECT INFORMATION ARCHITECTURAL A -1.0 FIRE LIFE AND SAFETY, REVISED FLOOR PLANS, FRAMING DETAILS A -2.0 ROOF FRAMING AND FOUNDATION A -3.0 ELEVATIONS AND SECTIONS A -4.0 EXISTING FLOOR AND ELEVATIONS PARKING REQUIREMENTS '•• UNITS -5 (OFFICES, LOBBY• • • AREAS) TOTALRKING SPOTS • • t'. REDUCTION) BICYCLE4 SPACES TOTAL (1 - ADA SPACE) PARKING 1 PER .1 N !► i A 3 - LONG TERM . i TABLE 1 REQUIRED STRUCTURAL SPECIAL INSPECTIONS Pr,'OP05t,�rl INSPECTION r3UILVIN6 51-ZF <FxISrINO� IBC CODE CODE or STANDARD FREQUENCY SYSTEM or MATERIAL REMARKS ASPHALT MIN. 3 7' DEPTH 48" X 60" REFEREN REFERENCE PROPOSED ELECTRIC RISER M-rAIL FL-OOh sr'ACE 2,282.0 5O. FT. OE 3,5h0.0 50, FT, < r F_Vi5rP > Continuous Periodic 430.0 50. FT, PAWNO AMA- PROPOSED STCRM DRAIN LIN M-L-OC'A-11NO 5r(21'5 CONCRETE AVA (VAN PAWINO> 1 5HACr5 � SPECIAL INSPECTIONS APPLY TO ANCHOR c� ) ZI PRODUCT NAME, TYPE, AND DIMENSIONS, INSPECTION OF ANCHORS 1909.1 00 HOLE DIMENSIONS, COMPLIANCE WITH DRILL INSTALLED IN TABLE ACI 318: � X BIT REQUIREMENTS, CLEANLINESS OF THE HARDENED CONCRETE 1705.3 3.8.8, B.1.3, 2LL8 HOLE AND ANCHOR, ADHESIVE EXPIRATION DATE, ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE OSSC Chapter 10 - Means of Egress: • Ceiling Height (Section 1003.2) o Minimum 7'-6" • 10'-6" Provided • Floor Surface (Section 1003.4) o Slip resistant floor surface required per note 6, sheet 2. a Concrete floor with non -slip sealer • Occupant Load (Section 1004) o Business Areas - 150SF/Occupant 5060SF/150SF/Occ = 34 Occupants o Mercantile Areas - 60SF/Occupant • 2520SF/60SF/Occ = 42 Occupants o Total Occupant Load - 76 Occupants • Means of Egress Sizing (Section 1005) o Stairway egress sizing required (1005.3.1) • NA o Other areas - required capacity based on occupant load (1005.3) 0.2 inch per occupant • 0.206 = 15.2 inches • Egress sizing controlled by component • Number of Exits and Exit Access Doorways (Section 1006) o Table 1006.2.1- Spaces with One Exit or Exit Access Doorway o Occupancy B/M, OL>30, Without Sprinkler System • Maximum Occupant Load of Space • 49 occupants • Maximum Common Path of Egress Travel Distance • 75 feet • Exit and Exit Access Doorway Configuration (Section 1007) o One exit required, per 1006.2.1. • Means of Illumination (Section 1008) o Means of egress illumination level shall not be less than 1 foot-candle at the walking surface (1008.2.1) • Illumination and lighting plan to be a deferred submittal • Doors, Gates, and Turnstiles (Section 1010) o Size of doors (1010.1.1) • 32 inch < door width < 48 inch • 36 inches provided • Height of door openings shall not be less than 80 inches • 80 inches provided o Direction of Swing (1010.1.2.1) • OL < 50, inward swing adequate o Door opening force shall not exceed 5 pounds (Section 1010.1.3) o Floor elevation (1010.1.5) • Floor elevation on each side of the egress door shall be equivalent o Thresholds (1010.1.7) Threshold shall not exceed Y2" • %" or less noted on plans ® Raised thresholds shall be beveled and not exceed 50% slope rOr� 5Cn.I,W1F FOOrAGi� It Pr,'OP05t,�rl sl�� r3UILVIN6 51-ZF <FxISrINO� x,141.0 SG?. Fr. 01.26.22 11 Z5 r�Vl5�r7 Akt�A- I >. ASPHALT MIN. 3 7' DEPTH 48" X 60" II LIJ�- 5r-KVICr rVCH AWA ANV PROPOSED ELECTRIC RISER M-rAIL FL-OOh sr'ACE 2,282.0 5O. FT. MCHFIr'Y P 6rA : (r,45r1NO) 3,5h0.0 50, FT, < r F_Vi5rP > 4,0115.0 5O. Fr. L3ArHP,OOM5 & OFFICr- 430.0 50. FT, PAWNO AMA- PROPOSED STCRM DRAIN LIN M-L-OC'A-11NO 5r(21'5 5 5r/\CF5 AVA (VAN PAWINO> 1 5HACr5 1. INCREASE ARE USED FOR RETAIL AND SALES, APPROXIMATELY .i SQUARE TARGET2. NEW OFFICE AREA FOR RETAIL AND SHIPPING, 3. INCREASED TARGET SHOOTING AREA, APROX. 1750 SQ. FT. 4. AREAS WILL BECOME 4 HOUR SHOOTINGAREA, BATHROOM5. NEW ADDITION •- 24HR AREAS, REMODEL6. • INCREASE SIZE OF OF 0rrE • STORM•. ORIGINALLY DESIGNED AND ADEQUATE FOR INCREASED AREA. 7. THE NEW ADDITION WILL HAVE AN AREA FOR THE GARBAGE DUMPSTER. ACCESS FROM • PARKING, PA. WILL HAVE : DRAIN THAT• • WASTE 8. THE FRONT ENTRY COVER WILL BE I"- tLLED-T0+KUSE-TH.E__ NEW VIEWING AREA OF HISTORICAL DISPLAY .1. A CASES, Chapter 11- Accessibility: • Accessible Parking Spaces o Total parking spaces provided <25 o Required Accessible parking spaces - 1 OSSC Chapter 29 - Plumbing Systems: • Minimum Number of Required Plumbing Fixtures (Table 2902.1) o Occupancy M - Retail - 42 Occupant Load • Water Closets -1 per 500 occupants • 1 required, 1 provided (existing) • Lavatories - 1 per 750 occupants • 1 required, 1 provided (existing) • Separate facilities not required per 2902.2, exception 3. o Occupancy B - Business- 34 Occupant Load • Water Closets - 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 • 2 required, 2 provided (existing) • Lavatories - 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 • 1 required, 1 provided (existing) • Separate facilities not required per 2902.2, exception 4. 1. General Requirements 1.1. Governing Codes and Standards 1.1.1. All codes and standards listed herein are as referenced and amended by the local authority having jurisdiction: 2019 Oregon Specialty Structural Code 1.2. Statement of Special Inspection 1.2.1. The owner shall employ an independent approved testing agency to oversee and inspect the following portions of structural work requiring special inspection. 1.3. Loads and Design Criteria 1.3.1. General Risk Category: II Occupancy: B/M Construction Type: Type513 POWER POLE Occupancy Load: 76 ELECTRICAL SERVICE 1.3.2. Snow Loads - 25 psf (Ground) - 1.3.3- Live Loads Roof Live Load: 20 psf = 1,3-4. Wind Design Data Basic Design Wind Speed - 120 mph (98 mph ASD) Risk Category - iI Wind Exposure - B Internal Pressure Coefficient - 0.18 Components and Cladding - NA 1.3.5. Seismic Loads Main Lateral Force Resisting System - Light -framed walls sheathed w/ wood structural panels - R = 6.5, Cs = 0.0868 Seismic Load Analysis per ASCE 7-10 Ch 12-8 - Equivalent Lateral Force Procedure Site Class: D IE: 1.0 Seismic Design Category: D Risk Category: 11 S1: 0.3839 SM1:0.736 So1:0.490 Ss: 0.6688 Sms:0.846 SDS: 0.564 MAiL BOXES Q LIGHT POLE : _= EXISTING( EXISTING ASPHALT NITiNG EXISTING STREET TREE SIDE WALK s VAN. EIE.IC+eIFENCE ■ GARBAGE ENCLSURE:M EXISTING TREE _- tlJ j+ O // ' i fr 10 YEAR TRAVEL ZONE FLOW TO WELLHEAD -5 YEAR TRAVEL ZONE I / FLOW TO WELLHEAD I f 1 as N tV EXISTING ASPHALT �Q s 41 II 0 B.P./✓ ��.Q- �i / ' t If tP I i fl t i t f If NEW WALL LINE ' Ih it N If I If EXISTING PARKING f i it TO BE REMOVED f f STORM WATER LEGEND 11 EXISTING WALLS if j I O -W.* -(E) STORM WATER MANHOLE II t 1 { (E) STORM WATER OUTFALL II 1 ff6 ® (E) STORM WATER AREA DRAIN (E) CURB INLET ® '� I to (E) CATCH BASIN If 1 f B.P. II t t M EXISTING TREE I 3 Il. EXIST �] SIGN DRIVEWAY ' IA _ �ZL_l 35'± Q24 HR ENTRANCE WALKING PATHS TO ENTRY DOORS i ! NEW WALL LINE -- EXISTING ELECTRICAL PANEL I GAS METER/ VALVE MAIN ENTRANCE DISPLAY CASE UTILITY LEGEND •-- w (E) WATER VALVE AND WATERLINE Ir_ _ (E) SANITARYSEWER LME -13c_ (E) NORTHWEST NATURAL GAS LINE & VALVE ®---sere-- A US WESTTEIEPHONE LINE (UNDER GROUND) (E) FIRE HYDRANT -�- SUS POWER POLE 0 (E) OVERHEAD LIGHTING (LIGHT POLE) (E) FENCE LINES EL (E)TRAFFICSIGN B' CURB ® (E) ELECTRICALTRANSFORMER O CLEAN Q�) U z It NEW WALL LINE f u.a I Z 01.26.22 11 Z5 CONCRETE STOOP LEVEL Vt// EXISTING I >. ASPHALT MIN. 3 7' DEPTH 48" X 60" II LIJ�- WALKING PATHS TO ENTRY DOORS i ! NEW WALL LINE -- EXISTING ELECTRICAL PANEL I GAS METER/ VALVE MAIN ENTRANCE DISPLAY CASE UTILITY LEGEND •-- w (E) WATER VALVE AND WATERLINE Ir_ _ (E) SANITARYSEWER LME -13c_ (E) NORTHWEST NATURAL GAS LINE & VALVE ®---sere-- A US WESTTEIEPHONE LINE (UNDER GROUND) (E) FIRE HYDRANT -�- SUS POWER POLE 0 (E) OVERHEAD LIGHTING (LIGHT POLE) (E) FENCE LINES EL (E)TRAFFICSIGN B' CURB ® (E) ELECTRICALTRANSFORMER O CLEAN Q�) U z E ---(C) ELECTRIC RISER AND POWER LINE (UNDERGROUND) OUT l2F5CPIP- 'ION : M- -(E) CATV RISER AND TV CABLE(UNDER GROUND) 01.26.22 PFF_l_IMINArY ®- c+v-(E) WATER METER PROPOSED WATER METER WE PROPOSED ELECTRIC RISER 12.02.22 F -N6/ F3112 5E,�T 0IPROPOSED SANITARY LINE 02,19.23 REVISION 03.14.23 PROPOSED CLEAN OUT PROPOSED STCRM DRAIN LIN -u+-- PROPOSED WATER LINE Z -PROPOSED ELECTRICAL LINE � c� ) ZI F_: 00 �I Ia I �I � EXISTING i i <1I STREET TREES - FIRE HYD. APROX. 120° AWAY TO EASTImp ------__�. EXISTING CONCRETE jSiDE WALK I 1 f UJ i ZI STREET �I ZI i -aDi cr NORTH N iQ l J; w;w �IIO �rLo CONII1 ACMF, -"O i/l�PIFY ALL PIM[�_N510N5 rI�CP M Or,Pr: I?iNC4 & CON5�'UC0N File (,off c�l�zlc� X11-z�-ODD � cv�-1y P� `agex-e . •A4/� £ t2AM : l2F5CPIP- 'ION : 01.26.22 PFF_l_IMINArY I:�VI5�1� l?�VI5�1� I�1; V15�1� 12.02.22 F -N6/ F3112 5E,�T 12.19.22 PFVI5F-12 02,19.23 REVISION 03.14.23 121;V15�i> `agex-e . •A4/� £ CODE SUMMARY SITE PLAN date 01.26,22 file BOW RACK 22 d. b. REC 1 Of U � z � CODE SUMMARY SITE PLAN date 01.26,22 file BOW RACK 22 d. b. REC 1 Of T-0" �EXISTING 8X8POST l WINDOW 31'-6" 174'-0" 12'-6" 17'-6" T-6" 76'-6" DESCRIPTION HARDWARE HDWR 2'-9" L 3'-0" 1 `-9' 4'-6" 1. Nail heads -Exposed or covered with joint finisher. (1) EA. LEVER KEYPAD LOCK SET 1 �C EXIT TO PROVIDE MIN. 1 FT CANDLE AT THE WALK LINE EXISTING CEL I 1 INDICATES OCCUPANT LOADS OF ROOMS / AREAS 4"0 STEEL BALLARD 2 INTERIOR MAN DOOR THAT LISTED FOR SET #1 SAVE AND SPACING INSTALLED REMOVE TOP PLT. CORNER SPLICE, NEW RANGE THICKNESS PAINT YELLOW, o FINISH O FINISH %s" OSB OR Y2" PLYWOOD REPLACE W/ NEW TOP PLT. (5 z `) SECTION 1 FILL W/ CONCRETE HDU2 \ INSUL EL 1'-2" HOLLOW MANUF 1 I I 2" O.C. 4X #"016" OR J-0 24" See WE 4135 (NGC 2383, 4-1-70 14" MIN. TOP PLATE SPLICE (EXISTING TO NEW) UL Design 0306) COVER METAL SW5 rt6" OSB OR Y2" PLYWOOD BOX) 2 (16 ♦ c XL�11NC� 1f" GLAS w 11 7 v S 1p� INu EI CH 7/0 SCALE: 1/4"= 1'-0" SIDE PROPOSED 4 0 9 3" O.C. 10 SWS SECONDARY Al ACCESS - All shear walls panels shall not be less than 4'x8', except at boundaries and changes in framing. Panel edges shall land on framing F: /0 ENTITY EGR SS DOORF> - Alf nails referenced in the shear wall schedule shall be of the Viewing types and min.saes: 8d common (2 �' x 0.131") or gal. box (2 �' x 0.113), led common (3" x 0.148") or gal, box (3"x 0.128') \ EXIT MSTC28 STRAP FREA SWI 3 NEW 36"X80" 1%"30 GLASS FROM EXISTING TOP 4mn PTR WOOD / I \ �a .cl sn... PTR PLT. TO NEW PLT. TOP PLT. SPLICE PER DETAIL 8'-0„ 22'-6" 4" 0 STEEL BALLARD PAINT YELLOW, FILL W/ CONCRETE HARDWARE SCHEDULE SET# DESCRIPTION HARDWARE HDWR EMERGENCY LIGHTING - EXTERIOR DOOR (1)Y PR. DOOR BUTT HINGES EMERGENCY LIGHTING 1. Nail heads -Exposed or covered with joint finisher. (1) EA. LEVER KEYPAD LOCK SET 1 �C EXIT TO PROVIDE MIN. 1 FT CANDLE AT THE WALK LINE WIDTH AT CEL I 1 INDICATES OCCUPANT LOADS OF ROOMS / AREAS PANIC EXITING HARDWARE 2 INTERIOR MAN DOOR THAT LISTED FOR SET #1 SAVE AND SPACING INSTALLED PANIC HARDWARE THICKNESS MATERIAL o FINISH O FINISH %s" OSB OR Y2" PLYWOOD 1 1 EXISTING HDU2 \ INSUL EL _ HOLLOW MANUF 1 I I 2" O.C. 4X #"016" OR J-0 24" See WE 4135 (NGC 2383, 4-1-70 METAL UL Design 0306) Gypsum Panels METAL SW5 rt6" OSB OR Y2" PLYWOOD BOX) 2 5050 TEMP ♦ c XL�11NC� 1f" GLAS w CJICE 7 v S 1p� INu EI CH 7/0 AMA SIDE Fireguard® 0 ETAL METALS/ 3" O.C. J "@ 12" SWS 2" O.C, � 8" ACCESS - All shear walls panels shall not be less than 4'x8', except at boundaries and changes in framing. Panel edges shall land on framing F: /0 ENTITY WOOD/ - Alf nails referenced in the shear wall schedule shall be of the Viewing types and min.saes: 8d common (2 �' x 0.131") or gal. box (2 �' x 0.113), led common (3" x 0.148") or gal, box (3"x 0.128') \ EXIT - Locate nails at feast ?'from edge and ends of panels and members as well as between rows. 3 NEW 36"X80" 1%"30 GLASS 30 MIN MANUF WOOD 1 REAR l i EXIT ACCESS HDU2 NEW \ y 1. 7 6 WOOD — �\ WOOD 18' X 8' OHD 2 \\\ 3 �9, �O�l �•• SOLID 5 NEW 72" 80" it, EXIT P \ QQ`O�\ PAINTED I — ACCESS 65'-0" real\♦to 36" X $0" \\ GO WOOD N/A MANUF WOOD MANUF 2 BATH/ STORG 7 NEW 42" X 80" 11, LU W�l N/A PAINTED METAL PAINTED LOCK OFFICE 8 NEW 36" X 80" 1 4" a 00 00 AAUSE !IAA O - ` EXh1"1NG MANUF 2 OFFICE ( -- - 6 �� L2Isp[-AY w EASE z � �\ f:ETAIL AREA �O Yob ' ♦♦. C14f CONCRETE I REMOVE EXISTIN DISPLAY CASE ' " IT I — \\ I AFC�I�hY PANG,F -- i ♦ . SLAB I a) i� I! FRAME IN/O�PENING � \ �� I L / \ 9 0 �' `� i mt w` U — I ` \ 24 HR ARC HERY AREA 200 CLASS B OCCUPANCY 5 B CONSTRUCTION a r I ! 3 HDU2 o r w a 0 e I i '-i�CH ATEA I �� \ / / 9,A / t I b oI 4636 60. FT. F w w !WWI O' ;¢ r l //per` .y, , EXIT V EXI` tiN \ � °z_co/v, q �� ¢I W l RETAIL l OFFICE AREA 100 - CLASS M OCCUPANCY 5 B CONSTRUCTION �� N -E '�EA Lo I S a 1 __ z i p %j��'i}�R O r7,. \\TF ,� / ; W OI \ HDU8 '/ D a QI 1 /EXISTING --^" ' < EXtS71N0 EXISTING 4" WALL FRAMING 2520 SO. FT. Q r \ Ca ¢ i \ \K_ J /'� / I! '� 4 L -_-_ W �+ V \ �. S ^� F COO \ `-----`-'-- + _________________ I I p EXISTING z EXISTING�r", n �� `0 8 X 8 POST F Z 0 - o 4 O \ m — if // S7t-Dtt �,� 1 O to I m -- - - o a 2 X 6 DF#2 FRM'D rut z s' XI51jNG C rEICE EXI 1"iNC� 51<7FE �— in SINK a E( A C E �� I \ w� — ILL rn c� I > n / ` �\ I w w I STUDS @ 16" O.C. K 3.0 \ \so. IQs a, o r LEVER co i g0 u 6 O LEVER \ ---- ---- ---- ----- ------- ------------------------------- ---------------------------- --- -------------------------- - --- -g�GO•� ---------------------------------------------------------------------- --- --- -- - ---- N-0 ---------` -- ----- --------` REVISED 02.28.23 20 to 1_3- MIN�. � HDu2 "� ATN - - '_ - % I------' C C° Q � oEL CEL C] Q HARDWARE SCHEDULE SET# DESCRIPTION HARDWARE HDWR EMERGENCY LIGHTING - EXTERIOR DOOR (1)Y PR. DOOR BUTT HINGES EMERGENCY LIGHTING 1. Nail heads -Exposed or covered with joint finisher. (1) EA. LEVER KEYPAD LOCK SET 1 EXTERIOR MAN DOOR (1) EA. AUTO CLOSER TO PROVIDE MIN. 1 FT CANDLE AT THE WALK LINE WIDTH AT (1) EA. METAL LATCH GUARD 4 - INDICATES OCCUPANT LOADS OF ROOMS / AREAS PANIC EXITING HARDWARE 2 INTERIOR MAN DOOR THAT LISTED FOR SET #1 SAVE AND SPACING INSTALLED PANIC HARDWARE EXISTING WOOD FRAMED EXTERIOR WALLS REMAINING AS -IS NEW WALLS AT OFFICE SPACE ( 120" / 10'-0"+/-) 2 -HOUR FIRE WALL AT PROPERTY LINE DOOR SCHEDULE DOOR DOOR FRAME HDWR EMERGENCY LIGHTING - EXTERIOR DOOR � - 0Exlr EMERGENCY LIGHTING 1. Nail heads -Exposed or covered with joint finisher. - ARROWS INDICATE DIRECTION TRAVEL NOTES # EDGE NAILING TO PROVIDE MIN. 1 FT CANDLE AT THE WALK LINE WIDTH AT DRAWING LEGEND 4 - INDICATES OCCUPANT LOADS OF ROOMS / AREAS -<--------- - PATH OF EGRESS SET ABUTTING AND SPACING INSTALLED HEIGHT THICKNESS MATERIAL RATING FINISH MATERIAL FINISH %s" OSB OR Y2" PLYWOOD 8d (COMMON GALVANIZED12" 1 EXISTING 36"x80" 1Y4" INSUL 30 MIN MANUF HOLLOW MANUF 1 FRONT 2" O.C. 4X #"016" OR J-0 24" See WE 4135 (NGC 2383, 4-1-70 METAL UL Design 0306) Gypsum Panels METAL SW5 rt6" OSB OR Y2" PLYWOOD BOX) 2 NEW 36"x80" 1f" GLAS 30 MIN MANUF METAL MANUF 1 SIDE Fireguard® 0 ETAL METALS/ 3" O.C. J "@ 12" SWS 2" O.C, � 8" ACCESS - All shear walls panels shall not be less than 4'x8', except at boundaries and changes in framing. Panel edges shall land on framing members or blocking with all edges fastened per the shear wall schedule WOOD/ - Alf nails referenced in the shear wall schedule shall be of the Viewing types and min.saes: 8d common (2 �' x 0.131") or gal. box (2 �' x 0.113), led common (3" x 0.148") or gal, box (3"x 0.128') - Locate nails at feast ?'from edge and ends of panels and members as well as between rows. 3 NEW 36"X80" 1%"30 GLASS 30 MIN MANUF WOOD MANUF 1 REAR ACCESS 4 NEW 36"x80" 1l" WOOD N/A MANUF WOOD MANUF 2 BATHROOMS SOLID 5 NEW 72" 80" it, METAL GATE NIA PAINTED METAL PAINTED ACCESS 6 NEW 36" X $0" 11" WOOD N/A MANUF WOOD MANUF 2 BATH/ STORG 7 NEW 42" X 80" 11, METAL N/A PAINTED METAL PAINTED LOCK OFFICE 8 NEW 36" X 80" 1 4" METAL NIA MANUF METAL MANUF 2 OFFICE OEL _ EMERGENCY LIGHTING PENDENT Design No U30i PROPRIETARY' BEARING WALL RATED FINISHED RATE -(WALL MOUNTED OR CEILING) OEL - EMERGENCY LIGHTING - EXTERIOR DOOR � - 0Exlr EMERGENCY LIGHTING 1. Nail heads -Exposed or covered with joint finisher. - ARROWS INDICATE DIRECTION TRAVEL - ALL EMERGENCY LIGHTING FIXTURES EDGE NAILING TO PROVIDE MIN. 1 FT CANDLE AT THE WALK LINE WIDTH AT DRAWING LEGEND 4 - INDICATES OCCUPANT LOADS OF ROOMS / AREAS -<--------- - PATH OF EGRESS CA I CIVU GA I K 2 X CRIPPLES @ 1 E HDR PER PLM 2X DOOR TRIM KEYS® FLOOR PLAN NOTES 1 EXISTING RETAIL/ SHOOTING RANGE TO BE 1052 A.F.F. 2 ARCHERY/ SHOOTING AREA WALLS TO BE 1052 A.F.F. 3 OFFICE WINDOWS (TEMPERED) CLEAR GLASS 4 2- HOUR FIRE WALL AT PROPERTY LINE tj FIRE EXTINGUISHER EGRESS PLAN FROM ROOMS MAX 75' FOR PRIMARY EGRESS ROUTES ROUTE -A 61'- 6" FROM FURTHEST POINT TO ESCAPABLE ROUTE '-------------------I i L--- --._. --.._----------- ROUTE -B 83'- 6" FROM FURTHEST POINT TOP PLT T® TRUSS ATTACHMENT TO ESCAPABLE ROUTE 1 SCALE: 1/4" = 1'-0" CON-MACTOP, rO VL�PIFY CI, PINN51ON5 PPiOp, TO orer_�PrN6 & CONSrl�UCTION rl� V 15[ Cr FL -OOP, FLAN -PF -1 -AIL- ANIS PAN6F- 5C/4L 1/ 811 _ 1 I —Oil KING STUD 2X TRIMMER SUPPORTS DR 1 2' MIN BRG, 2 X PLATE @ CONCRETE DOOR HEADER AND KING STUDS SCALE: 1/4" = 1'-O" MI; EXPOSED PIPES/ SURFACES TO BE PROTECTED PER ICC/ANSI A117.1 SEC. (606.6) 6 0 z BOTTOM PLATE AND ANCHOR 10 SCALE: 1/4" = 1'-0" EXISTING TRUSSES (C - GYP. GYP. BOARD BOTH SIDES ATTACH TOP PLATE TO TRUSSES BLOCK AS NEEDED W/ (3) 16d NAILS @ 24" O.C. @ l PERPENDICULAR CONNECTION I I 2 X 4 DF#2 STUDS @ 16" O.C. r------ -- ---------- I I I I TITEN HD SCREWS @ 48" O.C. 1 1 2 X 4 DF#2 STUDS @ 16" O.C. I 2' GYP BIRD EACH SIDE EXISTING CONCRETE SLAB i i BLOCK AS NEEDED I I I I I I I t I I l I I I I 1 EXISTING CONCRETE SLAB 12 TITEN ANCHOR TO REMAIN AS -IS SCALE: 1/4" = 1'-0" LEVER TYPE ADA HANDLES / (309) 1112"1 �42" 3Y 17"-19" ABOVE FLOOR A117.1 (604.4) 2" H/\NPICAP ACCF_55V1 F_ PF,�rA _5 5CALE: f/" = I.-Of ? X 4 DF#2 STUD @ 16" O.C. 2 X 4 P.T. SILL PLT. ITEN HD AT 4" O.G. AND 2" OF CORNERS (TYPICAL) '1N1('Qr-TF r=nl INInATlnkl COAT HANGER E 5"-40" IN HEIGHT CII M j co I - 24"42" FROM REAR WALL 18"-48" ABOVE THE WALL ELONGATED, OPEN FRONT SEAT OPSC SEC. (408/408.1) (1.6 GAL. ! FLUSH W.C. (402.1)) NOTE: Y = 54" min. if door has closer 1 DOOR SWING VV PULL SCALE. N-T.S. BLOCK BETWEEN TRUSSES ATTACH TO WALL FRAMING @ 24" O.C. MIN. EXISTING TRUSSES @ 24" O.C. i 5 - 16d NAILS @ EACH BLK TO TOP P' 1 1 3- 16d NAILS @ EACH BLK I BLOCK AND PLATE @ TOP OF WALL ATTACH TO TRUSSES I I I 1 2X4DF#2STUDS @16"O.C. I 2" GYP BIRD EACH SIDE BLOCK AS NEEDED I I 1 I I 2 X 4 P.T. HF#2 SILL PLT @ CONCRETE j USE 2" X 5 TITEN ANCHORS @ 48" O.C. I I I I P i I I EXISTING CONCRETE SLAB TO REMAIN AS -IS SHEARWALL SCHEDULE 263 (BXUV) Design No U30i PROPRIETARY' BEARING WALL RATED FINISHED RATE 2 -HOUR FIRE 66 MIN. GYPSUM PANEL PRODUCTS, FIBER -CEMENT SIDING, WOOD STUDS NOMINAL STUD 1. Nail heads -Exposed or covered with joint finisher. CASE SHEATHING NAILS EDGE NAILING FIELD NAILING WIDTH AT ANCHOR BOLT SIZE classified veneer baseboard. joints reinforced. REVISION 3. Nails- 6d cement coated nails 1-7/8" tong 0.0915 in. shank diam, I in. C D E F diam. heads, ABUTTING AND SPACING 4. Gypsum Board - - 5J8" in. thick, two layers applied either horizontally or A) HARDY SIDING 4. X S' SHEETS vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 8" o.c. Vertical B) J" O.S.B. SHEATHING, PANELS C)(2) LAYERS a' TYPE "X' GYPSUM SIN %s" OSB OR Y2" PLYWOOD 8d (COMMON GALVANIZED12" 6" O.C. O.C. 2X" 1" @ 48" SW2 4" O.C. OR 1"0 32" SW3 3" O.C. "024" OR J"® 32" SW4 2" O.C. 4X #"016" OR J-0 24" See WE 4135 (NGC 2383, 4-1-70 CertainTeed G Gypsum Inc. - 518" PrOROc@ T YP Type %( UL Design 0306) Gypsum Panels SW5 rt6" OSB OR Y2" PLYWOOD BOX) 6" O.C. Gypsum Panels 2X }"016" OR J"® 24" SW6 4" O.C. "012" OR „® 16" BOTH SIDES Fireguard® 0 SW7 3" O.C. J "@ 12" SWS 2" O.C, � 8" GENERAL NOTES: - All shear walls panels shall not be less than 4'x8', except at boundaries and changes in framing. Panel edges shall land on framing members or blocking with all edges fastened per the shear wall schedule - Alf nails referenced in the shear wall schedule shall be of the Viewing types and min.saes: 8d common (2 �' x 0.131") or gal. box (2 �' x 0.113), led common (3" x 0.148") or gal, box (3"x 0.128') - Locate nails at feast ?'from edge and ends of panels and members as well as between rows. All sheathing shall lap onto and be "edge nailed' to all boundary members with attached holdelowns. - Foundation anchors bolts shall have steel plate washer under each rwt not less than (0.229" x W x 3") in size. The hole in the plate washer shall be permitted to have a 1-3/4" long diagonal slot with a width of up to }" larger than the belt diameter, provided a Standard out washer is placed bshveen the plate washer and the nut. The plate washer shall extend to within �' of the edge of the bottom plate on the sides) with sheathing. ---------- 518" Type X Sheathing 48" LAP W/ (2) ROWS 16d COMMON NAILS 1114" O.C. - OFFSET ROWS I TOP 1 Al 16d NAILS 4" 0 STEEL BALLARD PAINT YELLOW, FILL W/ CONCRETE ELEVATION TOP PLATE SPLICE AT LONG WALLS 4" 0 STEEL BP PAINT YELLOV FILL W/ CONCI FILL INTER[( W/ $" AG, CONCRE FILL ANNULU W/CONCRET 4" STEEL BOLLARD @ PARKING STEEL SLEEVE FEMALE RECEIVER FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) Design No U30i PROPRIETARY' BEARING WALL RATED FINISHED RATE 2 -HOUR FIRE 66 MIN. GYPSUM PANEL PRODUCTS, FIBER -CEMENT SIDING, WOOD STUDS - 1. Nail heads -Exposed or covered with joint finisher. Q[�V15�v 2. Joints -Exposed or covered with fiber tape and joint finisher. as an I?F_V15�1-1) alternate, I✓NG/ 1�1IP 5F-1- normal I. thick gypsum veneer plaster may be applied to the entire surface of rlr� V15r classified veneer baseboard. joints reinforced. REVISION 3. Nails- 6d cement coated nails 1-7/8" tong 0.0915 in. shank diam, I in. C D E F diam. heads, and 8d cement coated nails 2-3/8" long 0.113 in- shank diam, 9132 in. diam heads. 4. Gypsum Board - - 5J8" in. thick, two layers applied either horizontally or A) HARDY SIDING 4. X S' SHEETS vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 8" o.c. Vertical B) J" O.S.B. SHEATHING, joints located over studs. All joints in face layer staggered with joints in base layer. C)(2) LAYERS a' TYPE "X' GYPSUM joints of each base layer offset with joints of base layer on opposite side- D) 2 x 6 STUDS @ 24^ O.C. When used in widths other than 48 in. gypsum board to be installed horizontally. E) WOOL INSULATION F) (2)-LAYERSt"TYP'X^GYPSUM (LOAD BEARING) Thickness: 61(8' PROPRIETARY GYPSUM PANEL PRODUCTS Approx. Weight: 14 pat Fire rest SWRI 01-5920-614, 12-544 American Gypsum Company LLC - 518" Fireftc® Type X ---------- 518" Exterior Sheathing Type X See WE 4135 (NGC 2383, 4-1-70 CertainTeed G Gypsum Inc. - 518" PrOROc@ T YP Type %( UL Design 0306) Gypsum Panels ---------- 5/8" GlasRoc@ Sheathing Type X Gypsum Panels Georgia-Pacific Gypsum LLC - 5/8" DensArmor Plus® Fireguard@ Interior Guard — 5/8" DensGlass Gold@ Fireguard® Lafarge North America Inc. - 5/8" Firecheck@ Type X 518" Firecheck@ Sheathing Type X National Gypsum Company - 5/8" Gold Bond® Brand FIRE-SHIELM Gypsum Board ---------- 5/8" Gold Bond@ Brand FIRE-SHIELDQ Gypsum Sheathing PABCO Gypsum - 518" FLAME CURB® Type X ---------- 5/8" Exterior Gypsum Sheathing Type X Temple-Inland - 5/8" Type X ---------- 518" Type X Sheathing FIFA WA[-[- Pl�_rAl[_ FW _ 2 - HOUR FIRE WALL L/ � / BLOCK BETWEEN TRUSSES ATTACH TO WALL FRAMING @ 24" O.C. MIN. 5 DF#2 BLOCK FLAT TO TOP PLT. n. SATE TO @ P OF WALL ATTACH TO TRUSSES ,14 CEILING t WALL ATTACHMENT SCALE: 1/4" = 1'-0" PAM: bF_�SCI?IFIr-ION: 01.26.22 r0f L-INIINAI2Y 02.15.22 1?I% V I5� P Q[�V15�v I?F_V15�1-1) 12.02.22 I✓NG/ 1�1IP 5F-1- 12.19.22 rlr� V15r 02.19.23 REVISION 03.14.23 I?Ei V45�1J Digit a ander Gabrio I III,�10�1:11-07'00' � C'INIF 87180PE DIGITALLY SIGNED OREGON 13 EXPIRES: JUNE 30, 2023 EGRESS PLAN NOTE / INFO date 01.26.22 fife BOW RACK 2022 d. b. REC I A1.O�f 5 I DBL TOP PL SEE TOP PL�\ PANELEDGE SPLICE DETAIL I/SD2 \ PLYWOOD FIELD NAILING _7I FASTENING 1 \� 12" O.C., U.N.O. PROVIDE FULL HT, DBL STUDS (MIN.) @ OPENINGS W/HOLDOWNS, U.N.O. (REF. PLANS) STAGGERED EDGE NAILIN @ FULL HT. DBL STUDS ATTACHED TO HOEDOWN CRIPPLE WALL ABOVE OPENING HEADER TRIMMER OPENIN P.T. SILL PL TOP OF CONC. FOUNDATION ,DBL STUD @ END OF WALL )-(MIN.) W/ STAGGERED EDGE NAILING, TYP. - ALIGN VERTICAL PANEL EDGES W/ STUD PROVIDE BLK'G @ ALL HORIZ. PANEL EDGES. 3x BLK'G & STUDS SHALL BE USED ON ALL PANEL EDGES WHEN SHEATHING IS APPLIED TO BOTH FACES & EDGE NAILING IS LESS THAN 6" A307 A.B. SEE S.W. SCHED. 1 FOR SPACING. PROVIDE (2) A.B: S PER SILL PIECE (MIN) W/ END BOLTS LOCATED NOT MORE THAN 12" FROM END & NOT LESS THAN 41" FROM END, PROVIDE PL WASHERS PER ANSI/AF&PA SDPWS•DB, SECTION 4.3.6.4.3 HOLDOWN, SEE PLAN FOR SIZE. AS APPLICABLE V-0" 12'4'. V-0" 102'-0" X HOLDOWN SCHEDULE SIMPSON MODEL NO. ANCHOR REQUIREMENT WOOD STUD REQUIREMENT WOOD STUD FASTENER REQUIREMENT SIMON SSTB20 (2) 2 X 6's (6) Y4" X 2 Y2" SDS Ill SST824 (2) 2 X 6's (10) Y4" X 2 Y2" SDS HDU8 SSTB28 6 x 6 (20) 1" x 2 �" SDS 3 2 X 10 Z" GLB ( EXISTING NEW FW 3. ---_- - ^- -- - 0MANUFACTURED w TRUSSES 1.0 d i THAN 48" OVERLAP. TOP PLATE OF INTERIOR PARTITION WALLS SHALL TIE I uJ TRUSSES I W ' wi (2)- 2 X 6 DF#2 POST EXISTING HDR EXISTING HDR I -REMOVE EXISTING p1 PROVIDE OPERABLE EGRESS WINDOWS AT BASEMENT AND EVERY SLEEPING I, REPLACE LL ROOM WITH A MINIMUM CLEAR OPENING OF 5.7 SQ FT (GROUND FLOOR [TABLE R402.21 EGRESS WINDOW MIN. 5 SQ FT), LEAST OPENABLE HEIGHT SHALL BE 24" AND 2. ALL CONCRETE FORM WORK TO BE ADEQUATELY TIED TOGETHER AND WIDTH SHALL BE 20". SILL HEIGHT NO MORE THAN 44" ABOVE THE FLOOR. BRACED TO FORM A TRUE, SQUARE CORNERS, AND PLUMB WALLS. [R310.11 3. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC (A625 DEFORMED 5. LEVEL CHANGES AT ENTRIES TO BE MINIMUM %2" AND MAXIMUM 7 Y2". { BARS WITH MINIMUM YIELD STRESS OF 60,000PSi) WELDED WIRE FABRIC TO 6. EXTERIOR AND INTERIOR BEARING WALL HEADERS TO BE 4 X 6 DF -L #2 MIN. BE 6X6,1%%, CONFORMING TO ASTM SPEC 185.7 Lu 4. POURED FOOTING TO BE POURED ON LEVEL (LESS THAN 1 IN 10'-G"SLOPE) , PLUMBING WALLS TO BE 2 X 6 STUDS (VERIFY WITH PLUMBING UNDISTURBED SOIL, CONTRACTOR}. S. INSTALL 3" X 3" X 0.229 PLATE WASHERS BETWEEN FOUNDATION SILL PLATE 8. PROVIDE BLOCKING FOR BACKING: SHOWER ROD, 84" HEIGHT; TOWEL ROD, AND NUT ON ALL FOUNDATION BOLTS 42" HEIGHT; CURTAIN ROD, EACH SIDE OF ALL WINDOWS, 6. CRAWL SPACE VENTING MINIMUM 1.0 SQ FT FOR EACH A50 SQ FT OF 9. ALL PRE -WIRING FOR TELEPHONE, TV, STEREO, ETC. TO BE COORDINATED FOUNDATION AREA WITH OWNER. 10. ALL TRUSSES TO BE PER TRUSS MANUFACTURER'S ENGINEERING METAL SPECIFICATIONS. TRUSS DETAILS TO BE PROVIDED UPON FRAMING ,DBL STUD @ END OF WALL )-(MIN.) W/ STAGGERED EDGE NAILING, TYP. - ALIGN VERTICAL PANEL EDGES W/ STUD PROVIDE BLK'G @ ALL HORIZ. PANEL EDGES. 3x BLK'G & STUDS SHALL BE USED ON ALL PANEL EDGES WHEN SHEATHING IS APPLIED TO BOTH FACES & EDGE NAILING IS LESS THAN 6" A307 A.B. SEE S.W. SCHED. 1 FOR SPACING. PROVIDE (2) A.B: S PER SILL PIECE (MIN) W/ END BOLTS LOCATED NOT MORE THAN 12" FROM END & NOT LESS THAN 41" FROM END, PROVIDE PL WASHERS PER ANSI/AF&PA SDPWS•DB, SECTION 4.3.6.4.3 HOLDOWN, SEE PLAN FOR SIZE. AS APPLICABLE V-0" 12'4'. V-0" 102'-0" X HOLDOWN SCHEDULE SIMPSON MODEL NO. ANCHOR REQUIREMENT WOOD STUD REQUIREMENT WOOD STUD FASTENER REQUIREMENT HDU2 SSTB20 (2) 2 X 6's (6) Y4" X 2 Y2" SDS HDU4 SST824 (2) 2 X 6's (10) Y4" X 2 Y2" SDS HDU8 SSTB28 6 x 6 (20) 1" x 2 �" SDS 176'-0" 43'-6" 22'-6" 4'-0" 1'_0� ,>:^- WHERE OCCURS MAX ' 01 MAX. - - - -- _._._ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- LYWOOD EDGE NAILING /� 18 HDU2 EPDXY DOWEL 5/8" ALL -THREAD \ STAGGER NAILS, SEE S.W. / 7" EMBED MIN. 8" INTO THICKENED EDGE I SCHED. FOR NAIL SPACING W/ SET -3G EPDXY I /� --- SPECIAL INSPECTION REQUIRED I 30"X30"X12" PLYWD SHEAR WALL ELEV I I CONCRETE FTG. \�✓ '6� !� i HDU2 SSTB20 W/ (4) #4 BARS \\ I L_ __J11,1' PROVIDE 18"X18"X20" i EACH WAY \\ o I REMOVE SECTION OF SLAB DEEP CONCRETE FOOTING I \\ I FOR SSTB20 W/ (2) # 4 BARS \ \ HOLDOWN POST/STUDS PER PLAN. i DOWELED INTO SLAB EACH SIDE l \\ NOTE: @ MULTIPLE STUDSATTACH EA. PLY W/ 10d NAILS @ I 6" O.C. (STAGGERED) 3 0 SECTION i EXISTING 2 X 6 WALL TO BE REMOVED ( \\ TRIMMER STUDNEW 5" CONCRETE SLAB CONNECTED S) SUPPORTING �' r� EXISTING 6" +/- CONCRETE SLAB WINDOW OR DOOR HDR'S, DO NOT TO EXISTING (AS PER PLANS) I \` ATTACH HOLDOWNS TO THEE STUDS { ON GRADE I GRADE CHANGE @ W. EDGE NAILING PULL HT. I #4 R.B. 48" O.C. EACH WAY GARBAGE ENCLOSURE OF POST, STAGGER NAILS I \ S.W. SHEATHING PER PLAN a EXISTING 7" EMBED I 30"X30"X12„ or REMAIN AS IS o CONCRETE ai=1i ��- SPLICE #4 R.B. 24" MIN. i \ SLAB TO i � T' �i 1 i I I WI (4) #4 BARS I I EXISTING #4 R.B. _ DRILL z' ROTO HOLE �---�;---- GONCRETE FTG. f --TYP. BTM PLT. PER PLAN I 4 '- . TOP OF CONC -� � � �- • HAMMER REBAR MIN7" TO EXISTING SLAB I ��I', aLPL ( a MIN. 24" LAP @ NEW SLAB I EACH WAY i \\ �,1�LH ISL, N I I HDU8 SSTB28 N1 I N ----18"FTG. ---- THICKENED EDGE FOOTING - ❑ j EXISTING FTG. PROVIDE 18"X18"X24" I EXISTING WALL AND ROOF LINE j REMOVE SECTION OF SLAB DEEP CONCRETE FOOTING I I SLAB EDGE @ DOOR OPENING HDu2 FOR SSTB28 W/(2)#4 BARS L-------------- I I _ SSTB20 DOWELED INTO SLAB EACH SIDE----------------`---------------------`----------� I A307THVD ROD @HOLDOWN WI COUPLER NUT TO SSTB ANC110R PROVIDE 18"X18"X20" I DEEP CONCRETE FOOTING I o I REMOVE SECTION OF SLAB ADD (2)- #4 R.B. @ BASE OF FTG. HOLD DOWN TIE i FOR SSTB20 WJ (2) # 4 BARS 1 i DOWELED INTO SLAB EACH SIDE CONT. TO NEW FTG. SCALE: 1= 1'-O" L---------------------------------------------------------- _ ____ _______ _____ - I DOWEL NEW TO EXISTING W/ #4 R.B. @ 48" O.C. - - - - - - I ( EMBED 7- MIN. IN EXISTING SIDE) I ADD (2)- #t4 R.B. @BASE OF FTG. I I I EXISTING WALL AND ROOF LINE CONT. TO NEW FTG. I I 2x6 WALL ON CONC. ? 6'-0" I SSTB28 I I HDU8 ) HDU2�--------------------------------�_ I------- -- - - __ - - __ STEM WALL BEYOND 5" CONCRETE SLAB INSULATION ON GRADE 211 RIGID 2'-0" 39'-5" z 2� 00 1 --= 2x STUD_ WALL SHEATHINGAND #4 CONTINUOUS REBAR A307 A.B. SEE S.W. SCHED. FOR SIZE & SPACING. NAILING PER S.W. SCHED.; v PROVIDE A STEEL PLATE WASHER BETWEEN THE SILL (2} MIN. PER OPENING <. �` - -- � II -i m J = a. a (SHEATHING ON BOTH a PLATE & NUT NOT LESS THAN 0.229"x3"x3" IN SIZE. SIDES WHERE OCCURS) 3 - - EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF LR. EDGE OF SILL PLATE ON THE SIDE WITH SHEATHING 12' (WHERE SHEATHING IS REQUIRED @ BOTH SIDES, 12TT 112 ALTERNATE SIDES) MAx. MAX. SLAB EDGE @ DOOR OPENING ALL S.W. TYPES W/ 6" P.T. SILL PLATE SCALE: 1= 1'-O" - S.W. SILL PLT ANCR - SCALE: 1=1'-O" 1-----------------1 6 MIL. (MIN) ( I I I 1/8" SAW CUT1J8„ VAPOR BARRIER BETWEEN I I (SAW NEXT DAY FROM POUR) GRAVEL AND SAND LAYER T1- - - � SAND OR SANDY GRAVEL v r✓ COMPACTED i ! ! ! ! I ! I ! I I I ! ! ! ! 14 STRUCTURAL FILL z 1. __ UNDISTURBED EARTH u - I' _I 01 ,'T` I:_=1k8Tu_vI.-i T SAW CUTJOINT NOTE: I I ! I 1 I I I ! I ! I ! 1 ! 1 ! ! I ! ! CONTROL JOINTS TO BE 10'-0" Q.C. MAX. (/�1 GONGRETE SLAB JOINTS I I I I I I I{{kkI I C/ssoR REAIAt,V ! I I I I I as_s 1 WALL SHEATHING (WHERE OCCURS) - 2x DF STUDS @1b" O.C., U.N.O. REF. PLAN/SHEAR WALL SCHED. FOR FASTENING I ! ! ! I ! I ! REQUIREMENTS. ( 1 1 a 2x SILL PL W/ '7"O TITEN HD SCREW -,,,'PLATE WASHER PER S.W. SCHED. ( I ! ! I I I ANCHOR W/ 44" MIN EMBED @ 48" O.C.EDGE NAILING (U.N.O. PER S.W. SCHED.) 4" CONC. SLAB ON GYP. PER ARCH, GRADE PER PLAN 2.a LL FTG. SSIZE & REINF. IER PLAN BEARING @INT. WALLS � , I I I I , SCALE: 1= 1'-O" REVISED 02.28.23 L -- - ------------ J CONTINUE TYPICAL PERIMETER 12'-0" FOOTING HERE W/ 24" DEPTH 176'-0" �'F_V15F,P I?00r- rrAMIN6 FLAN 5CALF_: 1/8'' - P-011 _011 42-1 6 DF#2 RIDGE 2 X 4 DF#2 COLLAR TIE2 X 6 DF#2 RAFTERS @ 24" MAX_2 X 6 DF#2 LEDGERKNEE BRACE SEE DETAIL 20 SHEET A 3.0 LL LL 0 J J D IL TOP OF WALL DETAIL t� z W J J LL 134'-7" DOOR WINDOW HDRS B1 - 4X8 DF#2 MIN. B2 - 6X12 DF#2 MIN. B3 -51/2"X18 24F -V4 GLB MIN. 6'-0" PROVIDE" GAP @ 16d @ B' O.C. (20d WHERE NAILS ARE DRIVE PLYWOOD CORNER JOINTS THROUGH SHEATHING OR GYPSUM BOARD) 0 zo HOLDOWN PER PLAN 10 CV 0 co v POST PER PLAN ' 16d @ G" O.C. (20d PROVIDE $" GAP _ WHERE NAILS ARE @ PLYWOOD HOLDOWN POST DRIVEN THROUGH CORNER JOINTS SHEATHING OR PER PLAN WHERE WALL GYPSUM BOARD) SHEATHING IS REQ'D HOEDOWN @ WALL LINE @ BOTH SIDES, PER PLAN EXTEND FULL WALL PLYWOOD EDGE NAILING, LENGTH (AS SHOWN) TYP. SEE S.W. PLAN & @ CORNER SCHED. FOR SIZE & SPACING @ INTERSECTION HOLDDOWN @ CORNER B-2 SCAL.E.: 1= 1t-�se 1 I t I F#2 COLUMNS I I I i i I I I I I 1 i I M'ANU gCTURED TRUSSES @ 24" O.C.i ( MATCH EXISTINGSLOPE ROOF ItAND PgRgPET WALL I I i k ( L EXISTING WAL EXISTING HDR I I PF_V 15F_P I,001% MAM I N G R -AN I rd f CV EXISTING WALL AND ROOF LINE I I I I I I I LAND ROOF LINE - - - ---- - - - - - - -- - - - - - ---- - - - - - - J I AZO NEW 2 X 6 DF#2 FIR WALL I i i REVISED 02.28.23 EXISTING POST TO REMAIN I OEILING/ ROOF JOIST As Is/SAME LOCATION *=�SE�QONDARYY (2)- 2 X 6 DF#2 POST I I / SCALE: 1f4" = 1`-O" L_ \L_-------------------------------..------------------------------------I -------CONIACTOF,, -1"0 VF_P-,IFY ASI.- PJME�N5ION5 I✓'p'101, To opl pt�t?ING & CON5_rl�(.UCTION (3)- 2 X 6 DF#2 COLUMNS MSTC28 STRAP FROM CONCRETE 01.26.22 PFF-L-IMINAI:Y EXISTING TO NEW TOP PLT. I 1 - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I OF STRENGTH OF: i ( SIC I 250OPSI FOR BASEMENT WALL AND FOUNDATION NOT EXPOSED TO t 3 2 X 10 Z" GLB ( EXISTING NEW FW 3. ---_- - ^- -- - 0MANUFACTURED w TRUSSES 1.0 d i THAN 48" OVERLAP. TOP PLATE OF INTERIOR PARTITION WALLS SHALL TIE I uJ TRUSSES I W ' wi (2)- 2 X 6 DF#2 POST EXISTING HDR EXISTING HDR I -REMOVE EXISTING p1 PROVIDE OPERABLE EGRESS WINDOWS AT BASEMENT AND EVERY SLEEPING I, REPLACE LL ROOM WITH A MINIMUM CLEAR OPENING OF 5.7 SQ FT (GROUND FLOOR [TABLE R402.21 EXISTING WAL EXISTING HDR I I PF_V 15F_P I,001% MAM I N G R -AN I rd f CV EXISTING WALL AND ROOF LINE I I I I I I I LAND ROOF LINE - - - ---- - - - - - - -- - - - - - ---- - - - - - - J I AZO NEW 2 X 6 DF#2 FIR WALL I i i REVISED 02.28.23 EXISTING POST TO REMAIN I OEILING/ ROOF JOIST As Is/SAME LOCATION *=�SE�QONDARYY (2)- 2 X 6 DF#2 POST I I / SCALE: 1f4" = 1`-O" L_ \L_-------------------------------..------------------------------------I -------CONIACTOF,, -1"0 VF_P-,IFY ASI.- PJME�N5ION5 I✓'p'101, To opl pt�t?ING & CON5_rl�(.UCTION (3)- 2 X 6 DF#2 COLUMNS STANDARD ROOF FRAMING CONCRETE 01.26.22 PFF-L-IMINAI:Y 1. 2 X 12 DF#2 TAPERED CEILING! RAFTERS @ 16" O.C. 1. EXPOSED PLYWOOD TO BE EXTERIOR GRADE CCX NAILED AT 6" EDGE AND 12" SIC W/ 8" PLYWOOD SHEATHING (SEE DETAIL 100) OF STRENGTH OF: 12.02.22 SIC I 250OPSI FOR BASEMENT WALL AND FOUNDATION NOT EXPOSED TO SIC ALL DIMENSION LUMBER TO BE DOUGLAS FIR -LARCH #2 OR BETTER U.N.O.. 03.14.23 NEW 4-X6DF#2 NEW 4X6DF#2_- 3. ---_- - ^- -- - EXISTING WAL EXISTING HDR I I PF_V 15F_P I,001% MAM I N G R -AN I rd f CV EXISTING WALL AND ROOF LINE I I I I I I I LAND ROOF LINE - - - ---- - - - - - - -- - - - - - ---- - - - - - - J I AZO NEW 2 X 6 DF#2 FIR WALL I i i REVISED 02.28.23 EXISTING POST TO REMAIN I OEILING/ ROOF JOIST As Is/SAME LOCATION *=�SE�QONDARYY (2)- 2 X 6 DF#2 POST I I / SCALE: 1f4" = 1`-O" L_ \L_-------------------------------..------------------------------------I -------CONIACTOF,, -1"0 VF_P-,IFY ASI.- PJME�N5ION5 I✓'p'101, To opl pt�t?ING & CON5_rl�(.UCTION (3)- 2 X 6 DF#2 COLUMNS digit a tsander Gabrio �O"son ''r :00 07'00' 8718OPE c' DIGITALLY SIGNED OREGON EXPIRES:. JUNE 30, 2023 I FTI ill I Ill 10 r -tMa, a:44 wl - REVISED FOUNDATION AND ROOF FRAMING date 01.26.22 file ®OW RACK 2022 d. b. REC STANDARD ROOF FRAMING CONCRETE 01.26.22 PFF-L-IMINAI:Y 1. CONCRETE SHALL BE 5-7% AIR ENTRAINED WITH A MINIMUM COMPRESSIVE 1. EXPOSED PLYWOOD TO BE EXTERIOR GRADE CCX NAILED AT 6" EDGE AND 12" OF STRENGTH OF: 12.02.22 FIELD U.N.O.. A) 250OPSI FOR BASEMENT WALL AND FOUNDATION NOT EXPOSED TO 2. ALL DIMENSION LUMBER TO BE DOUGLAS FIR -LARCH #2 OR BETTER U.N.O.. 03.14.23 WEATHER AND FOR BASEMENT SLABS AND INTERIOR SLABS ON A GRADE. 3. ALL WALLS TO BE DOUBLE PLATED, AND PLATE JOINTS WILL NOT HAVE LESS B) 3000PSI FOR BASEMENT FOUNDATION AND EXTERIOR WALLS AND OTHER THAN 48" OVERLAP. TOP PLATE OF INTERIOR PARTITION WALLS SHALL TIE VERTICAL WORK EXPOSED TO WEATHER. FULLY INTO EXTERIOR WALL PLATE. C) 3500PSI FOR CARPORT AND GARAGE FLOOR SLABS AND PORCHES AND STEPS 4. PROVIDE OPERABLE EGRESS WINDOWS AT BASEMENT AND EVERY SLEEPING EXPOSED TO WEATHER. ROOM WITH A MINIMUM CLEAR OPENING OF 5.7 SQ FT (GROUND FLOOR [TABLE R402.21 EGRESS WINDOW MIN. 5 SQ FT), LEAST OPENABLE HEIGHT SHALL BE 24" AND 2. ALL CONCRETE FORM WORK TO BE ADEQUATELY TIED TOGETHER AND WIDTH SHALL BE 20". SILL HEIGHT NO MORE THAN 44" ABOVE THE FLOOR. BRACED TO FORM A TRUE, SQUARE CORNERS, AND PLUMB WALLS. [R310.11 3. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC (A625 DEFORMED 5. LEVEL CHANGES AT ENTRIES TO BE MINIMUM %2" AND MAXIMUM 7 Y2". { BARS WITH MINIMUM YIELD STRESS OF 60,000PSi) WELDED WIRE FABRIC TO 6. EXTERIOR AND INTERIOR BEARING WALL HEADERS TO BE 4 X 6 DF -L #2 MIN. BE 6X6,1%%, CONFORMING TO ASTM SPEC 185.7 Lu 4. POURED FOOTING TO BE POURED ON LEVEL (LESS THAN 1 IN 10'-G"SLOPE) , PLUMBING WALLS TO BE 2 X 6 STUDS (VERIFY WITH PLUMBING UNDISTURBED SOIL, CONTRACTOR}. S. INSTALL 3" X 3" X 0.229 PLATE WASHERS BETWEEN FOUNDATION SILL PLATE 8. PROVIDE BLOCKING FOR BACKING: SHOWER ROD, 84" HEIGHT; TOWEL ROD, AND NUT ON ALL FOUNDATION BOLTS 42" HEIGHT; CURTAIN ROD, EACH SIDE OF ALL WINDOWS, 6. CRAWL SPACE VENTING MINIMUM 1.0 SQ FT FOR EACH A50 SQ FT OF 9. ALL PRE -WIRING FOR TELEPHONE, TV, STEREO, ETC. TO BE COORDINATED FOUNDATION AREA WITH OWNER. 10. ALL TRUSSES TO BE PER TRUSS MANUFACTURER'S ENGINEERING METAL SPECIFICATIONS. TRUSS DETAILS TO BE PROVIDED UPON FRAMING 1. ALL FLASHING TO BE 24 GA G.1, METAL. GRAVEL STOPS AND INSPECTION. TRUSS MANUFACTURER TO VERIFY ALL SPANS AND BEAM CAPS TO BE 22 GA G.I. METAL. CONFIGURATIONS PRIOR TO TRUSS FABRICATION. 2. ALL FRAMING CONNECTORS TO BE SIMPSON COMPANY OR APPROVED 11. TRUSSES SHALL NOT BEAR ON INTERIOR PARTITIONS UNLESS SO DESIGNED. EQUIVALENT. 12. PROVIDE SOLID BEARING AT GIRDER TRUSSES ON MINIMUM (2) 2X6 STUDS 3. SIMPSON ZMAX REQUIRED WHERE P.T. LUMBER USED. U.N.O.. 4. SIMPSON H1 OR EQUIV. AT ALL TRUSS TO TOP PLATE CONNECTIONS. 13. INSULATION BAFFLES TO BE COX PLYWOOD (OR APPROVED EQUIV,); NO FELT PAPER ALLOWED. USE SCRAP IF AVAILABLE. digit a tsander Gabrio �O"son ''r :00 07'00' 8718OPE c' DIGITALLY SIGNED OREGON EXPIRES:. JUNE 30, 2023 I FTI ill I Ill 10 r -tMa, a:44 wl - REVISED FOUNDATION AND ROOF FRAMING date 01.26.22 file ®OW RACK 2022 d. b. REC 01.26.22 PFF-L-IMINAI:Y 02.15.22 I;[� VI5F_�p I;r V I5F-V r1�VI5rr 12.02.22 F -NG/ DIP 5E�_` 12.19.22 pl<VI5�n 02.19.23 REVISION 03.14.23 P J , fi') W w U1 LJLJ u Ld { Z Lu digit a tsander Gabrio �O"son ''r :00 07'00' 8718OPE c' DIGITALLY SIGNED OREGON EXPIRES:. JUNE 30, 2023 I FTI ill I Ill 10 r -tMa, a:44 wl - REVISED FOUNDATION AND ROOF FRAMING date 01.26.22 file ®OW RACK 2022 d. b. REC -------------------------------------- - I2AT[:, 1)F_50?1I'TION: c� 2 X 12 DF#2 RAFTERS I TAPER JOIST TO 10" @ EAST END 60 MIL. RUBBER MEMBRANE MIN. 1" AIR GAP ABOVE OVER PLYWOOD 01.26.22 Pp1F_L-IMINApY "` r BEAM FOR CIRCULATION EXISTING 8" X 10" BEAM 02.15.22 PI�VI5�b x6"r&G �V15�1� ROOF SHEATHING �z a" PLYWOOD SHEATHING 12 12 1 i,rv15�b 12 02 22 ANG/ �In 5��" 12 -I r---- ------- ----- -- 12 12 8 F— EXISTING 2 X 8 DF Pte- 1 I 1 8 � 8 g g 1 RAFTERS @ 16° O.C. 3 2 x 9 GLB 12.19.22 i? VIS�I� EXISTING 5 1" X 132" PSL I W I METAL FLASHING @ FASCIA �a. I \ 02.19.23 REVISION l0 2 X 12 DF#2 TAPERED 03.14.23 Q�V151�12 $" PLYWD SHEATHING TYP. EXISTING 8"X 10" BEAM tL RAFTERS @ 16" O.C. 4`K" STYLE GUTTERS NAIL- 8d - 6" EDGE 12" FIELD 12 8 2 X 10 DF#2 SHORT i -'j MEMBRANE ROFFING i 2 X SUB FASCIA RAFTERS @ 24" O.C. 1 EXISTING 8" X 10" BEAM 2 X 12 DF#2 TAPERED 1 I RAFTERS @ 16" O.C. r--- - 32X102 GLB---- - - --- --� - ----� 2 X RIM TOP OF WALL 1 14 fit ----_---_____------_-�__ i DASHED LINE INDICATES � � 2XS2 DF#2 RSM -- - I DBL 2 X 6 DF4i2 TOP PLT REVISED 02.28.23 i - EXISTING POST I j SLOPED CEILING @DISPLAY ROOM SCALE: 1/4" = 1'-O" EXTERIOR WALL \ / 2 X 6 DF42 RAFTERS (2)- 2 X 6 DF#2 TOP PLT'S ( 2 X 6 RIDGE @ 24" O.C. 2 X 6 DF#2 STUDS @ 16" O.G. REVISED 02.28.23�] {{ rr SINGLE P.F. 2 X 6 HF#2 SILL PLT. 2 X 6 DF#2 BLOCKING C f� F_V I �� P N OFT H F_L-- 4-- VATI O N USE SILL SEAL @ PLT. TO CONC. e" PLYWD SHTH'G � C OF C {� \ rR-21 INSULATION 1 2 FASCIA _ (2) a'' X 3 2" SDS SCREWS @ 24" O.C. CTI ON O! P 15 I -A 1! CA5 - A pLA 2 X 4 DF#2 COLLAR TIE 38 / �\ (5) 16d NAILS @ EACH 2° PLYWD 24" 2 X 6 DF#2 WALL COLLAR TIE CONNECTION 21 4 X 8 DF#2 BEAM j I 2 X 6 EXTERIOR WALL "C"- CUT 2 X RAFTER @BEAM I s. _ METAL FLASHING 60 MIL. RUBBER MEMBRANE OVER PLYWOOD 4 X 8 DF#2 BEAM -I I �� (6}-(2}4" X6" SDW22600 SCREWS @END GRAIN I 2 X 8 CDR FASCIA 2 X 4 CDR VERT. in (4) 4' X 6 2' SDW22634 SCREWS THRU INTERIOR BLOCK PROVIDE VENTING @ TOP OF RIM I 2" 0 HOLES W/ 4" SCREEN @ 10" O.C. r y iI ,- - 2 X 12 DF#2 TAPERED RAFTERS @ 16" O.C. 2X12 DF#2 RIM 2" PLYWOOD SHEATHING I I W/ EXTERIOR SIDING I I I 2" GYP BRD EXTERIOR WALL I I @ INTERIOR FINISH (2)- 2 X 6 DF#2 TOP PLT'S 2 X 6 DF#2 STUDS @ 16" O.C. SINGLE P.T. 2 X 6 HF#2 SILL PLT.!'-� WALE / CE{LING @DISPLAY ROOM USE SILL SEAL @ PLT. TO CONC.` — scAte: iia = s -a R-21 INSULATION REVISED 02.28.23 0 Q 0 0 Q METAL SAS I` �L�VA1 ION 60 MIL. RUBBER MEMBRANE OVER PLYWOOD 7 2 EXISTING EXTERIOR WALLS 2- 2 X 6 DF#2 TOP PLATES R-49 INSULATION (BATT) �FLASHING W O ALL 2 X 12 DF#2 TAPERED �--------- ----) RAFTERS @16"O.C. i 2- 2 X 6 DF TOP PLATES 2 X 6 DF#2 STUDS @ 16" O.C. I I EXISTING FRONT GABLE I EXISTING ROOF OVER RETAIL ! \ j ` EXISTING RAFTERS / R-21 INSULATION END BEAMS I I Y 4 @ GABLE END >>_0 PARAPET WALL @ TOP OF TRUSS R-21 INSULATION 12 ATTACH W! (3) 4' X 6" Ii % 0 I EXISTING FRONT i SDS SCREWS @ 24" O.C. I 8 OR ANY COMBUSTIBLE ENTRY ROOF COVER r -� I I I L--- @TOP OF PARAPET WALL ----- --� L- 11 "' GYP BIRD @ INTERIOR FINISH EXTERIOR WALL '" (2)- 2 X 6 DF#2 TOP PLT'S g PLYWOOD SHEATHING 2 X 6 DF#2 STUDS @ 16" O.C. W( EXTERIOR SIDING SINGLE P.T. 2 X 6 HF#2 SILL PLT. USE SILL SEAL @ PLT. TO CONC. --j R-21 INSULATION WALL I CEILING @ DISPLAY ROOM METAL CAP FLASHING @ TOP OF PARAPET WALL PARAPET WALL @ TOP OF TRUSS 30" ABOVE TOP CHORD OF TRUSS OR ANY COMBUSTIBLE TRUSS EXTENSION MATCH EXISTING TRUSS SLOPE AND SPACING 12 8 FIRE RATING TO MATCH WALL BELOW AND NON-COMBUSTIBLE FINISHES REQUIRED ON BOTH SIDES FOR MIN 18" 4X4CDR - T-0" KNEE BRACE 2" X 4 2" LAG BOLTS (GALV.) 24 HR DOOR COVER FRAMING `2 0 - — /,-- 4 X 6 DF#2 BLOCK @ BTM OF KNEE BRACE 1 2 X 4 CEDAR VERT (2) - -" X 8" LAG BOLTS (GALV.) 2,� 4X ANCHORING SCALE: 1= 1'-O" 2 X 6 BLOCKING �r us o � c.�e. ofaL�rvzv PAINT YELLOW, FILL W/ CONCRETE F.F_V15F_a M5T" L�E_L�VAVON SCALL`: 1/8'' — I'—o" F F-1,F-VAT10N A3.0 Cio SCALF-: lib" P-0" EXISTING NEW TRUSSES MANUFACTURED TRUSSES EXISTING TRUSSES @ 24" O.C. -REMOVE EXISTING NEW RANGE REPLACE EXISTING SECTION EXISTING INSULATION REMOVE EXISTING TRUSSES, REPLACE WITH NEW @ 24" O.C. NEW FULL WIDTH TRUSSES @ 24" Q.C. I 2 X 1 TAPERED LEDGER, MAT 3H RAFTERS — ATTACH W! (3) 4" X 6" SDS SCREWS @ 24" O.C. IZIr1AII APIA. 21%1AII_ APrA APCNF12Y PANGF- P.T. 2 X 6 HF#2 SILL PLATE USE SILL SEAL @ CONCRETE 2" X 6" TITEN ANCHORS @ 32" O.C. 12 8 t�.L- V I1Vf/ /tJUI ( I LLL V!"\I Il./i�I SCALA: !/8" — I'—O'• F,t�V15F_P NE EXTERI R W SAS I` �L�VA1 ION c EXISTING EXTERIOR WALLS 2- 2 X 6 DF#2 TOP PLATES R-49 INSULATION (BATT) W O ALL GABLE END WALL W! LAP SIDING 2- 2 X 6 DF TOP PLATES 2 X 6 DF#2 STUDS @ 16" O.C. 12 8 EXISTING ROOF OVER RETAIL 12 12 R-21 INSULATION I 2 X 6 DF STUDS @ 16" O.C. 1 - 2 X 6 DF#2 BTM PLATE 1- 2 X 6 DF BTM PLATE 1- 2 X 6 P.T. HF#2 SILL PLATE R-21 INSULATION PARAPET WALL @ TOP OF TRUSS R-21 INSULATION 12 30" ABOVE TOP CHORD OF TRUSS 0 1- 2 X 6 P.T. SILL PLATE R-21 INSULATION 8 OR ANY COMBUSTIBLE METAL CAP FLASHING VAPOR BARRIER EXTERIOR WALL @TOP OF PARAPET WALL O R-17 INSULATION VAPOR BARRIER @ EXTERIOR Z EXISTING PARAPET WALL METAL FLASHING @ TOP OF INSUL. FIRE RATING TO MATCH WALL BELOW P.T. 2 X 6 HF SILL PLATE MIN. 30" ABOVE ROOF LINE -"— AND NON-COMBUSTIBLE FINISHES w EXISTING SLAB REQUIRED ON BOTH SIDES FOR MIN 18" U FIRE RATING TO MATCH WALL BELOW REMOVE AND REPLACE AS NEEDED EXISTING ROOF TRUSSES W/ METAL SIDING ~ AND NON-COMBUSTIBLE FINISHES TO REMAIN AS -IS TO REMAIN AS -IS 2" RIGID INSULATION REQUIRED ON BOTH SIDES FOR MIN 18" TRUSS EXTENSION METAL FLASHING AT TOP OF INSULATION MATCH EXISTING TRUSS 24" MIN. (TOP OF CONC. TO BTM OF FTG ry SLOPE AND SPACINGS EXISTING 2" RIGID INSULATION REVISED EXTERIOR WALLS EXISTING THICKENED EDGE R-49 INSULATION (BATT) EXISTING WALL W/ INSULATION TO REMAIN P.T. 2 X 6 HF SILL PLATE( EXISTING 5" CONCRETE SLAB ( REMOVE AND REPLACE AS NEEDED EXISTING THICKENED EDGE SLAB AND FOOTING 2- 2 X 6 DF TOP PLATES 2 X 6 DF STUDS @ 16" O.C. 1-2X6 DF BTM PLATE 1 - 2 X 6 P.T. SILL PLATE R-17 INSULATION VAPOR BARRIER @ EXTERIOR W/ METAL SIDING EXISTING FOOTING TO REMAIN �- EXISTING FOOTING TO REMAIN Q�V15Fn 5L�CTION 11-1PU APCH1- FY 1;ANGF 5CALr_: I / 8" — P —0'' GIN 8718 PE DIGITALLY SIGNED OREGON 1/13, ° "AIDE R I O EXPIRES: JUNE 30, 2023 iia cam_ PERMISSION APPROVAL ROBERT CORYELLDESIGNS. REVISED ELEVATIONS AND SECTIONS date 01.20.22 file BOW RACK 2022 d. b. REC A 3. Cif 5 R-49 INSULATION (BATT) EXISTING EXTERIOR WALLS 2- 2 X 6 DF#2 TOP PLATES R-49 INSULATION (BATT) W O ALL 2- 2 X 6 DF TOP PLATES 2 X 6 DF#2 STUDS @ 16" O.C. R-21 INSULATION 2 X 6 DF STUDS @ 16" O.C. 1 - 2 X 6 DF#2 BTM PLATE 1- 2 X 6 DF BTM PLATE 1- 2 X 6 P.T. HF#2 SILL PLATE R-21 INSULATION C° R-21 INSULATION 0 1- 2 X 6 P.T. SILL PLATE R-21 INSULATION o VAPOR BARRIER EXTERIOR WALL R-17 INSULATION VAPOR BARRIER @ EXTERIOR METAL FLASHING @ TOP OF INSUL. P.T. 2 X 6 HF SILL PLATE EXISTING 5" CONCRETE SLAB VAPOR BARRIER @ EXTERIOR W/ METAL SIDING P.T. 2 X 6 HF SILL PLATE EXISTING SLAB REMOVE AND REPLACE AS NEEDED W/ METAL SIDING TO REMAIN AS -IS 2" RIGID INSULATION METAL FLASHING AT TOP OF INSULATION 24" MIN. (TOP OF CONC. TO BTM OF FTG 2" RIGID INSULATION 24" MIN. TOP OF CONC. TO BTM OF FTG. EXISTING 2" RIGID INSULATION EXISTING THICKENED EDGE #4 R.B. DOWEL FROM EXISTING EXISTING FOOTING TO REMAIN EXISTING FOOTING TO REMAIN 2" RIGID INSULATION SLAB AND FOOTING #4 R.B. DOWEL FROM EXISTING TO NEW CONCRETE SLAB 24" MIN. (TOP OF CONC. TO BTM OF FTG. TO NEW CONCRETE SLAB 45°CHAMFER N � X151INC 5F_C ION ON T1-i�:U Af;'CF1� I?Y i?ANG� rr_vi5r_1� 5L CcvoN -rHpU Arzoir-#zY 12ANcAr MATCH RIGID INSUL, _ _ METAL FLASHING @INSUL. r _ _ ; A�,� A 3,0i SCALA: i/8" — 1'-0" I I TYP. FOOTING 2" RIGID INSULATION DRIP EDGE L------- I CONTT�ACTOt? -"O VF-f?IFY ALS PIMI�N5ION5 POOP, TO OPPl� -,IM6 & CON5v.,UCTION R-49 INSULATION (BATT) EXISTING WALL W/ INSULATION TO REMAIN P.T. 2 X 6 HF SILL PLATE( EXISTING 5" CONCRETE SLAB ( REMOVE AND REPLACE AS NEEDED EXISTING THICKENED EDGE SLAB AND FOOTING 2- 2 X 6 DF TOP PLATES 2 X 6 DF STUDS @ 16" O.C. 1-2X6 DF BTM PLATE 1 - 2 X 6 P.T. SILL PLATE R-17 INSULATION VAPOR BARRIER @ EXTERIOR W/ METAL SIDING EXISTING FOOTING TO REMAIN �- EXISTING FOOTING TO REMAIN Q�V15Fn 5L�CTION 11-1PU APCH1- FY 1;ANGF 5CALr_: I / 8" — P —0'' GIN 8718 PE DIGITALLY SIGNED OREGON 1/13, ° "AIDE R I O EXPIRES: JUNE 30, 2023 iia cam_ PERMISSION APPROVAL ROBERT CORYELLDESIGNS. REVISED ELEVATIONS AND SECTIONS date 01.20.22 file BOW RACK 2022 d. b. REC A 3. Cif 5 1 AR" -01, FX5TINC4 FLOOF PLAN -I�F�-"AIL ANP I?AN61� 5CAL-F-: 3/ 1G" - I ' -O 1 9 0 0 0 0 PF-VISr--I2 NOP-,fH t�LF-:VA-riON 5CALr�:; 3/ 16" — 1' -O" F� V 15E "V SOUTH E� L-E� VATI ON 5CALE�; �/ 16" — I' -O'' F,,E�VISt�-P NOP,-rH F-L-F-VATION 5CALF-; 5,116 " — 1'-O" CON-MACTOI, M VL aOFY AL -L- PIVCN5ION5 Pp'lol, -"o OPPF--PF& CON5TI?,UC TON Digit ne i17,A1 csander Gat C@A l . :51-07. GINE 8718£ PE DIGITALLY Y SIGNED OREGON ER EXPIRES: JUNE 30, 2023 A 4. @f 5 1 JR', 01.26.22 Y't?F-LINIINA2Y 02.15.22 1;r-V15r; t2 P:lr V15C t2 ilr�V15�lp 12.02.22 l✓NG/ r:�Ip 5r --r 12.19.22 I?r5VI5rV 02.19.23 REVISION 03.14.23 PtW151<-P Digit ne i17,A1 csander Gat C@A l . :51-07. GINE 8718£ PE DIGITALLY Y SIGNED OREGON ER EXPIRES: JUNE 30, 2023 A 4. @f 5 1