08-21-2023 Planning Commission Packet

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2023 FOUNDATION GUIDE SCOPE OF DRAWINGS: THESE CAST -IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STAN❑ARD C.I.P- CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS- THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR. THE GENERAL CONTRACTOR. AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2023, DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW 15 LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB -CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS - LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING -NOT NECESSARILY BASEMENT CEILING HEIGHT) - 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL 'WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED - 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF. AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6, ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS - COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADECUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH -EARLY STRENGTH CONCRETE. ANDI❑R ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F- 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE - 3. DO NOT ADD ADD TIONAL WATER TO THE CONCRETE- THE USE OF WATER REDUCIN3 AGENTS IS RECCMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE -HEATED. BUT 1S TO BE FREE OF FROST- SNOW. AND ICE - 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24' OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. "THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS' F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR. RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE - AGGREGATE: FOOTINGS - 1 Y" MAX. Y2"O r 10" LONG ANCHOR WALLSSLABS - Y4" MAX. REINFORCING STEEL: #4• BARS - ASTM A615 GRADE 40 BOLTS (7" MIN- EMBED) #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE. SYP GRADE #2 OR BETTER ALLOWABLE SOIL FRAMING SILL BEARING PRESSURE 1.500 PSF MINIMUM GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION. DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS - 3. 1Ya" DEEP BY 3Y2' WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6, SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUA-E DRAINAGE OR SWALES ARE PROVIDED - 7, BOTH MATERIALS AND INSTALLATION OF DRAIN TILE. WATER -PROOFING. CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8, ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS. UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO i2" FROM THAT SHOWN ON THE DRAWINGS. 9, REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED Y2"- BARS BEING SPLICED ARE TO BE WITHIN 2" OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET- 10.FROM DE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES - 11. REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS - 12 -DOWELS MAY BE DRILLED AND GROUTED IN PLACE- VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN - VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13 -THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14, SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH ENC]. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEE- OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR- REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY RECUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15. ANCHOR BOLTS Y" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CODE SECTION 8317.3-1 EXCEPTION 1. 16. ALL PRE -MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS - 17 -FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS - 18. CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO E-IMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19 -TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS - 20. THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOIL PRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGN FOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW AND CONSENT OF THE HANSON GROUP - © COPYRIGHT HANSON GROUP LLC 2023 NOTE: DO NOT LOCATE CONCEN-RATED LOADS IN EXCESS OF 2,000 PLF OR 10.000 POUNDS ABOVE STEP LOCATIONS SHOWN �~ I � 36" MIN FULL HEIGHT i i GARAGE FROST WALL i i WALL I � I � LOOKOUT WALL I CL I I _____ ______i Lu1 - - REAR FROST WALL 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL OINT AT EACH END OF STEP HORIZ. BARS 2 TOP & BOTTOM c N EQ - DETAIL B HIGH TOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN CONCRETE STRIP FOOTING Y2"O x 10" LONG ANCHOR BOLTS (7' MIN- EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS CONTRACTOR IS TO PROTIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB -ON -GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 W J CC M -I 1 IT-ii T I-I I I - #5 VERTICAL BARS @ 24" D.C. CENTERED IN WALL TO A D IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP CF WALL PINNING #4x2'- 0" DOWELS @ 48" O -C - MAX (5" MIN. EMBED) A 1 TYP. STEP 2 x STEP ELEVATION STEP SPACING REQUIREMENTS ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLY (2) #4 HOR12ONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24' BEYOND EACH END OF STEP CL } I � ih J1 1 STABLE BANK 72" MAX SPAN DETAIL A 1 FOUNDATION DETAIL 51 AT FOOTING STEP LOCATIONS WOOD FRAMING ABOVE BY OTHERS SILL PLATE TO MATCH FRAME WALL ABOVE OPTIONAL SLAB LEDGE CONCRETE SLAB -ON -GRADE #4 x 5' 0" HOOKS @ 24" O.C. T-0" EMBEDDED IN FOUNDATION N� WALL & CAST INTO SLAB (MAY REDUCE 2'-0- LEG LENGTH & DRILL IN & EPDXY 8" MIN. INTO FOUNDATION WALL) GRANULAR MATERIAL (SAND) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. 8" MIN. C.I.P- CONCRETE FOUNDATION WALL OPTIONAL 2' RIGID INSULATION CN INSIDE FACE AND UNDER SLAB -ON -GRADE FOR 24" MIN. 3----�UNREINFORCED CONCRETE STRIP FOOTING SEE 5.'S1 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" 4 WALL SECTION 11'ii� EXTERIOR UNBALANCED FILL CONDITION D.F.P. Planning & Design 9100 Baltimore St NE. Suite 106 Blaine, MN 55449 Revision Date Description ANCHOR BOLTS SEE WALL—\ ANCHOR INFO ON 2,S2 2x6 MIN SILL PLATE SLOPE GRADE AWAY FROM FOUNDATION CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZON -AL BARS CLEAR HEIGHT OF W-0" OR MORE (3)#4xCONT. HORIZON -AL BARS #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN- EMBED) UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER. AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW UNREIN--ORCED CONCRETE STRIP FOOTING SEE 5 Si 2 WALL SECTION 51 WALKOUT WALL CONDITION WOOD FLOOR SYSTEM BY OTHERS FLOOR TO SILL CONNECTION SEE 1iS2 8" MIN. C.I-P. CONCRETE FOUNDATION WALL -SEE REBAR TABLE 6.;S1 FOR VERTICAL REBAR 1%" CLEAR CONCRETE SLAB -ON -GRADE PLACED TIGHT TO FOUNDATION WALL GENERAL STRIP FOOTING SIZE GUIDE —WOOD FRAMING ABOVE BY OTHERS Y2"O r 10" LONG ANCHOR TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK BOLTS (7" MIN- EMBED) 1500 PSF Y"O x 10" LONG ANCHOR 26" WIDE x 8" THICK @ 72" O.C. MAX. OR FRAMING SILL BOLTS (7" MIN. EMBED) SILL PLATE TO MATCH EQUIVALENT METAL PLATE BY OTHERS @ 72" D -C. MAX- OR FRAME WALL ABOVE STRAP ANCHORS 10" EQUIVALENT METAL STRAP ANCHORS 16" MAX FOR 4" THICK STEM T-6" (1) #4 x CONT NONE NONE 24" MAX. FOR 6" THICK STEM SLOPE GRADE AWAY HORIZONTAL BAR '36' NONE FROM FOUNDATION AT TOP OF WALL SLOPE GRADE AWAY SLAB ON GRADE BY OTHERS NONE NONE FROM FOUNDATION MN. NONE NONE 6" 36" NONE NONE MIN. NONE NONE 8'-0" NONE NONE NONE '36" NONE NONE 3£" NONE NONE 9'-0" MAX. 7'-0" NONE NONE w¢ NONE NONE 6" MIN. THICK C.I.P. _ vL OPTIONAL STEM WALL—CONCRETE �(1) #4 x CONTINUOUS LL 0 MINIMUM THICKNESS TO HORIZONTAL BAR AT FOUNDATION WALL N � p MATCH SILL PLATE TDP OF WALL NONE 0 ~ 9'-6" #4 x 2'0" DOWELS (5" MIN- LLJ ¢ � 1:6" '36` EMBED) CENTERED IN WALL @ m 24" 6" MIN. C.I.P. CONCRETE 48" O -C- {SAND SOIL) r SLAB -ON -GRADE in #4x2'-0" DCWELS @ 72" 0. C. MAX q FOUNDATION WALL OR 36" O.C. (SANDYCLAY SOIL) BY OTHERS NONE 24' OR 24" O -C. (CLAY SOIL) NONE (5" MIN. EMBED) DOWELS ARE NONE NONE DOWELS MUST BE WET SET OR 36" NOT REQUIRED IF BACKFILL IS NONE QRILLED AND EPDXY GROUTED NONE PLACED EQUALLY ON BOTH 7'•0" NONE NONE SIDES IN LIFTS NOT TO EXCEED NONE NONE NONE 24' -ALTERNATE EACH SIDE NONE NONE 6-0" OR LESS ANCHOR BOLTS SEE WALL—\ ANCHOR INFO ON 2,S2 2x6 MIN SILL PLATE SLOPE GRADE AWAY FROM FOUNDATION CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZON -AL BARS CLEAR HEIGHT OF W-0" OR MORE (3)#4xCONT. HORIZON -AL BARS #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN- EMBED) UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER. AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW UNREIN--ORCED CONCRETE STRIP FOOTING SEE 5 Si 2 WALL SECTION 51 WALKOUT WALL CONDITION WOOD FLOOR SYSTEM BY OTHERS FLOOR TO SILL CONNECTION SEE 1iS2 8" MIN. C.I-P. CONCRETE FOUNDATION WALL -SEE REBAR TABLE 6.;S1 FOR VERTICAL REBAR 1%" CLEAR CONCRETE SLAB -ON -GRADE PLACED TIGHT TO FOUNDATION WALL GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" NIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25-0" FLOOR SPANS & 50'-C" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER- FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT- WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF, CONCENTRATED LOADS FROM GIRDER TRUSSES. BEAMS. HEADERS. ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. 5 WALL SECTION 51 FULL HEIGHT WALL CONCITION UNREINFCRCED CONCRETE STRIP FOOTING SEE 5151 (18" MIN WIDTH FOR CLAY BACKFILL DR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) 3 WALL SECTION S1 LOOKOUT WALL CONDITION GRADE 50 #6 VER-ICAL BAR SPACING FOR FULL HEIGHT WALLS w F'c = 3000 PSI ALTERNATIVE TO CODE TABLE 8404 I CLEAR HEIGHT (SEE 5•S1) BACKFILL HEICHI (SEE 5151) BACKFILL TYPE SAND (30 PSF:'FT) S4NDY CLAY 145 PSF'FT) CLAY (60 PSF: FT; WALL THICKNESS WALL THICKNESS WALL THICKNESS 8" 10" 12" 3- 10" 12" 8' 10" 12" 8'-D" OR _ESS T-6" NONE NONE NONE NONE NONE NONE NONE NONE '36' NONE NONE NONE 7'-0" OR LESS NONE NONE NONE NONE NONE NONE 8'-6" NONE NONE NONE 36" NONE NONE 3@" NONE NONE 8'-0" NONE NONE NONE '36" NONE NONE 3£" NONE NONE 9'-0" MAX. 7'-0" NONE NONE NONE NONE NONE NONE '36' NONE NONE 6-0" OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE 9'-6" '36" NONE NONE 1:6" '36` NONE 24" 24" NONE 10'-0' MAX- 91-0" '36" NONE NONE �16" NONE NONE 24' 24' NONE W-0- NONE NONE NONE 36" NONE NONE 3E" NONE NONE 7'•0" NONE NONE NONE NONE NONE NONE 36" NONE NONE 6-0" OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE = NONE IF F'c = 4.000 PSI EQUIVALENT VERTICAL REBAR SUBSTITUTION TABLE 0 @ 24' = #5 @ 18" = #4 (_W 12" (GRADE 60) = $4 (_a 8' 1GRADE 40) #6 @ 36' = #5 @ 24'= #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 401 (1)#6 = (2)#4 (GRADE 6)) REBAR TABLE 51 I hereby Certify that this plan, specification or report was prepared by ms or under my direct Supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed: Print Name: Nick Hanson Date: 1-1-23 License Number: 46665 3437 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612-7C8-3572 www.hansongrouprin.com SITE ADDRESS: City: State: MN Zip; Project Number: 3.001 S, Date: January 1, 2023 Sheets: 1 of 2 rn 0 �o LC) z LC) L0 CD �00 z w Q a-oo LL l� w o z raa r�) Cz Q LL L V m z . m z X. C/)oJ� Ww:� 0~ w 06 w 0 z o o � z o � (Do w N 1 00 9O 00 Zg N w � orn ZQ� �Qm�6 J o o m r F) W d z � W � W � W � F- �s tl O O O z z w o �-- z Qa0,—_-- < d IL W O C N>— O N O o D z v N zd� O AILD W ^W 1�1 POW z z az 0 1�1 Ix C-) 0 I-4 co 0 0 ^W� I11 Ong OR And DATE: 11-3-22 REVISIONS: 11-10-22 11-16-22 3-31-23 4-6-23 4-10-23 6-14-23 DRAWN BY: JJ COMM. NO. 222249 SHEET NO. I