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Plans - 2478 Black Lake Road - 5/28/2021LEGAL DESCRIPTION: Lot 3, SKARP AND LINDQUIST'S ROSE HILL. Hennepin County, Minnesota - SCOPE OF WORK & LIMITATIONS: I. Showing the length and direction of boundary lines of the legal description listed above. The scope of our services floes not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct and that any matters of record, such as easements, that you wish to be included on the survey have been shown. - 2. Showing the location of observed existing improvements we deem necessary for the survey. 3. Setting survey markers or verifying existing survey markers to establish the comers of the property. 4. Showing and tabulating impervious surface coverage of the lot for your review and for the review of such governmental agencies that may have jurisdiction over these requirements to verify they are correctly shown before proceeding with construction. 5. Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for your use in determining elevations for construction on Ibis site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction. 6. Note that all building dimensions and building tic dimensions to the property lines, are taken from the siding and or stucco of the building. STANDARD SYMBOLS & CONVENTIONS: "0" Denotes iron survey marker, set, unless otherwise noted. ER IBLIxG WIROOOVER BaB Bp. r xSx S0 i Concrete EyF0ars0a � Sq. i a SIO Bq. r Oar eoecrete 1— ate 2Sq. Ry lz16iB sq It 190 8q- F Ret. ra u: zzi so. It. TOTAL EXISTING HA 1 1EN J,Jxx Sq- It. AREA OF LOT TO 0. 8.669 Sa. rt. REROENTALE OF MREKOVER TO LOT Jr-Sx LEGEND 09137 / \ A� �y - CATCH BASIN Ln \ B J n ~ B s - FIRE HYDRANT POWER POLEo d .� 4i j 4Jzs xy-ys$ RY o ® MANHOLE ], / BJI.> e ® — TELEPHONE PED. m\ ``Y 9J1b s 8 - ELEC. TRANSFORMER ® — WELL x BJZN p i ® = GATE VALVE ucttr POLE —X—X— - FENCE LINE of —SS — —W— - SANITARY SEWER LINE = WATER LINEBvaD E 'LE %�60Ite G— = GAS LINE ,'BZB. -�I11Y — ST— — STORM DRAIN LINEgb — E — — OVERHEAD UTILITY LINE raRRB zs,i _ CONCRETE SURFACE 1'PP, �KV I DESCBROOx �'� y/l) 0 ZO 40 CIENi NAMEIJOB ADDRESS HOMES BY LEG.aCY° "478 BLACK LAKA' ROAD SPRING PARK, AM V Advance SurveN g 8 Engineering, Co. ¢. MAT TIaS R.VL9 ®O�IePO'Ir I �MRDBr �[ W u �n� r�9MF a y%`IT DAE urtEn AucusTxs.zots SHEET TITLE EXIST/nrG COn7JIT/ONS SUHVF;Y SHEET N0. �.a� I v` - I SHEET i OF i 6/9 B/B/Ix A r�N—IT BCNOWARx SFMA OAIF p1KTED AWUSi 25. 20i6 ...... rp 42379 DRAG NUMBER /OJ6b TB ,..,,�., 4U UST 25, 2016 Poor Quality Document Disclaimer The original or copy of a document or page of a document presented at the time of digital scanning contained within this digital file may be, of substandard quality for viewing, printing or faxing needs. F'`tCirAl.iiY copy � Office Use Only Plan Review Comment Sheet #R17-370 Municipality: Spring Park Permit #:17-34 NAT #: n/a Applicant: LM Yarger/Homes by Legacy Address: 2478 Black Lake Rd Project: New Home Valuation: $300000 SEC: Yes Is septic an issue? No Owner permission eeded? No Date Issued: —� Inspector Issued:li Number of Days: ANY SPECIAL INSPECTION REQUIREMENTS ❑ (foundation survey approval, notify fire dept. staff, monitor SEC, etc.) Date & Comments 8/30/17 Application and plans received CJ — - 3(111 sF (- ' , � e '�' - (-, " -�' V, \' - -, �- zI Iecc�o�.\e I I o V o:. ha\ iZ- ►-�� 7vlQ Caw, )-v'� zoli/jzu/ /.0 JIM _atJ of �g sf. wl SC14-1, c POW s tOv— rt �, � � e — ` 6VTs Cure- WAJ 6e 11 Municipality plans at MNSPECT an GENERAL NOTES- TRUSS MANUFACTURER TO VERIFY HEADER/BEAM SIZES AND POINT LOADS WHERE GIRDERS EXERT CONCENTRATED LOADS. LAYOUT TO BE VERIFIED PRIOR TO CONSTRUCTION TALL WALL SITUATIONS REQUIRE ENGINEERING. DESIGN PROVIDED BY OTHERS THERMO TECH WINDOWS ARE GALLED OUT 0' CEILING HEIGHT UNLESS NOTED V-10' HEADER HEIGHT UNLESS NOTED 42' MIN. DEPTH REQ'D FOR ALL FROST FOOTINGS FDN. REINFORCING (1) 1*4 REBAR SPACING PER CODE/ SOIL CONDITIONS E WITHIN 12' FROM CORNER FOOTING REINFORCEMENT AS REQUIRED SOLID BEARING REQ'D a ALL BEAMS d HEADERS ANCHOR BOLTS im 6' O.G. ALL TRUSSES ARE TO BE ENGINEERED d INSTALLED ACCORDING TO TRUSS MANUFACTURER ALL BONUS ROOMS TO BE VERIFIED BY TRUSS MANUFACTURER PRIOR TO CONSTRUCTION 30' MIN. REQ'D WIDTH 6 TOILETS SAFETY GLAZING REQ'D FOR ALL GLASS WITHIN IS' OF FLOOR AND GREATER THAN 9 50. FT. IN AREA SAFETY GLAZING REQ'D FOR ALL GLASS WITHIN 24' ARC OF DOORS VAPOR RETARDER REQ'D UNDER ALL CONIC. SLABS IN HABITABLE AREA ROOF VENTS 1/300TH 50, FT. VENT PER 1 50. FT. ROOF AREA: 50% IN SOFFIT AND 50% NEAR RIDGE CARBON MONOXIDE DETECTOR REQ'D WITHIN 10' OF ALL SLEEPING ROOMS WINDOWS TO BE CAULKED AND TAPED SILL SEALER TO BE INSTALLED UNDER ALL SILL PLATES SEALED, CONTINUOUS AIR AND VAPOR BARRIER TO BE INSTALLED ON WARM SIDE OF EXTERIOR WALLS, WITH ALL JOINTS, OPENINGS, AND PENETRATIONS SEALED IN A PERMANENT MANNER UNSUPPORTED SHEATHING JOINTS TO BE SEALED ON EXTERIOR OF JOINT AIR BARRIER ON EXTERIOR OF HOME TO BE WITH J-BLOCKS OR SOLID WOOD BLOCK FOR PENETRATIONS ATTIC ACCE55 TO BE SEALED WITH SPRAY TEXTURE OR CAULK 92%+ SEALED COMBUSTION FURNACE AIR EXCHANGER OR IN LINE FAN DIRECT VENT GAS WATER HEATER CIF APPLIES) MAX. 300 CFM ON ANY ONE APPLIANCE 2015 IRC CODES APPLY, WINDOW FALL PROTECTION REQUIRED WHERE LOWEST PART OF OPENING 15 MORE THAN 12' ABOVE FINISHED GRADE OR SURFACE BELOW E THE LOWEST PART OF THE OPENING IS WITHIN 36' OF THE FINISHED FLOOR EXAMPLE: WINDOW OPENING CONTROL DEVICE CONCRETE FOOTING ARE REQ'D TO BE 5,000 pal FOUNDATION WALL REQ'D TO BE WATERPROOFED FIRE PROTECTION FOR FLOORS AT BASEMENT MUST BE 1/2' GYPSUM WALL MEMBRANE OR 5/6' WOOD STRUCTURAL PANEL MEMBRANE. AN AREA NOT TO EXCEED 60 SQ. FT, CAN BE LEFT UNPROTECTED PROVIDED THERE IS FIREBLOCKING IN STALLED ALONG THE PERIMETER OF THE UNPROTECTED AREA. VAPOR RETARDER REQ'D ON THE INTERIOR SIDE OF THE FRAMED WALL. CLASS I, II, OR III MAY BE USED. IE % OF ALL LIGHT FIXTURES TO HAVE NIGH EFFICIENCY BULBS. A at 0 GARAGE ELT. HGT. LAP SIDING STONE T.O. BLK vyi Lti\ 1 n SEPARATION REQ'D. LEFT ELEVATION SCALE: 1/S" = 1'-0" ROOF VENTS 1/300TH SQ. FT. VENT A PER 1 SQ. FT. ROOF AREA: 509. IN [7 SOFFIT AND 5096 NEAR RIDGE 9 i 1111111,will1111111111 D ROAD SIDE ELEVATION SCALE: I/4' = I'-0' SHAKES T.O. PLATE ►11 T.O. SUBFLOOR T.O. PLATE �4 HDR HGT. crJ 0 -10 T.O. SUBFL OR T.O. BLK &X& TRT POST WRAPPED IN COILST&�* TRT COLUMN W/ CONC. FTG. TO FROST RIGHT ELEVATION. SCALE: 1/6" = 11-0u WINDOW FALL PROTECTION REQUIRED WHERE LOWEST PART OF OPENING 15 MORE THAN 12' ABOVE FINISHED GRADE OR SURFACE BELOW E THE LOWEST PART OF THE OPENING IS WITHIN 36' OF THE FINISHED FLOOR EXAMPLE: WINDOW OPENING CONTROL DEVICE 12 9 ro--)'� LAKE SIDE ELEVATION I SCALE: 1/4' = 11-0" DORMER ELT. HGT, ct1 T.O. PLATE 0 T.O. 5UBFLOOR m \ T.O. PLATE I'D A m T.O. SUBFL OR T.O. BLK T.O. FTG. DISCLAIMER OF WARRANTIES The plans furnished herewith were prepared upon request by draftsmen who are not registered architects or professional engineers and are for INFORMATION PURPOSES ONLY. The Design Team makes NO WARRANTIES WHATSOEVER EITHER EXPRESSED OR IMPLIED as to merchantability or fitness for a particular purpose and places any user(s) on notice that reliance upon said plans shall be at the sole risk of the user(s). The selection of correct structural materials and the application of architectural principals is a precise art, the responsibility for which rests with the builder, the owner, or the user of these plans. "t to 0 •1 m� 0 CQ cc 0 t� p � a CL W mLO •� to 02 CQ 02 0 Cw z W U LU JU Q 1 N t— W 0 W W W JOB NUMBER 95516003 FILE NUMBER 9551600320 DATE: DRAFT CHK'D 10/6/1ro BR REVISED: 10131/1r ,45 REVISED: 11/2/16 ,45 REVISED: 11/20/1(o CEO WISED: 12/1/16 CEO pJ MVISED: ELE VAT IONS A-1 COPYRIGHT IWO-CURRENT ------------ IIQ Im 6X6 POSTS ' ON CONC. FTG, / TO FROST — 1 I � 1 Q II,a I II/ 0 I m I 1� IW IIm I 1 I 1 Iw ca it 1 FOUNDATION PLAN SCALE: 1/4" = V-0' A9 I _ n' — — — J DISCLAIMER OF WARRANTIES The plans furnished herewith were prepared upon request by draftsmen who are not registered architects or professional engineers and are for INFORMATION PURPOSES ONLY. The Design Team makes NO WARRANTIES WHATSOEVER EITHER EXPRESSED OR IMPLIED as to merchantability or fitness for a particular purpose and places any user(s) on notice that reliance upon said plans shall be at the sole risk of the user(s). The selection of correct structural materials and the application of architectural principals is a precise art, the responsibility for which rests with the builder, the owner, or the user of these plans. d� co I 0 ® o o U LW E5 CL C0 w� 0 Q)� .� Lo Ito C\2 v C" LO 1414 LO L02 IL 00 Z W Q 0 W- 1.J..1 CA W � z d z O n, LL W W 0 O iL JOB NUMBER: 95510003 FILE NUMBER: 9551600320 DATE: DRAFT CHK'D 10/(0/fro BR REVISED: 10/31/1(0 j ,45 REVISED: 11/2/1(o 145 REVISED: 11/20/10 CEO REVISED: 12/1/1(o CEO DJ REVISED: FOUNDATION PLAN A-2 COPYRIGHT IWO-CURRENT In 44'-0' 4'-31/2' 18'-31/2' 5'-0' X 5'-0' 5'-0' X 5'-0' cp � 2X4 BRCS. 3ro' H. GUARDRAIL W/ i.3 I SPACED W/ JEBALLUSTERS �rj LESS THAN 4' BETWEE (TYP.) BEAM BEAM BEAM CxAS F.P. `t 0 ' cA S'-3' "I'-8' 'i'-11' H v-10' 11'-4' ``� ENTRY HANDRAIL w 1=0�1'fi�' }--� ABV. NOSING 3ro' H. GUARDRAIL W/ x `f .4 BALLUSTERS SPACED W/ LESS THAN 4' BETWEEN CTYPJ 61 6' _ GRA I`M (L Z _a . 23'-2"X14'-3" 0 2 4 ? o° 0 BEAM — — — — — — Iro'-6' 4'-4' Q 3'-10' -0' 5'-11' S'-5' 4'-0' 4'-0• 3 _ - 1'_g 1'_g 18' FLOOR TRUSSES sD o PROVIDE 1/2' CzYPSUM BOARD � 19.2' O.G. W ON THE GARAGE SIDE — — — x OF THE COMMON WALLS 0 BEAM BEAM BEA X --- ---ARCH -------- -- to 6► 1 1 --- e N FLAT CEILING 3ON 0 '� N cm ' _ II tlt Uh 1 BARREL VAULT 1 0 20 �n 4-8'X3'-0' GAR 4GE p ' �4' L] i- 7'-0' 9'-0' 6'_2' 4'- 4'-7' -7' 4'-3' S'-5' CONC. ON 6' SPANGRETE r 2X4 BRCS. SOLID GORE I Q X N SCREEN 1<ITCt"'t IV MUD RM. J 20 MIN. FIRE DOOR 3 e I `Q `n PORCH 12'-2' 9'-8' 3 2 FLEX�00M I I 1 ^ • I •C• I 18' FLOOR TRUSSES 1 ' L J 11�-Ion X1��'S" ROUGH -IN m tlJ _ — � 6l � J1 �� � I WASHER/ ;n FLAT CEILING DRYER UNIT `4 +(� PANTRY I BEAM BEAM B AM 3'-0' X 4'-0' ro'-0' x 5'-0' 3'-0' X 4'-0' 4'-0' 4'-0' Y-9' '1'-3' 21'-0' 11'-I' 4'-8' 22'-0' 3' 12'-0` 44'-0' 25'-ID' MAIN FLOOR FLAN SCALE: 1/4= V -0 DISCLAIMER OF WARRANTIES The plans furnished herewith were prepared upon request by draftsmen who are not registered architects or professional engineers and are for INFORMATION PURPOSES ONLY. The Design Team makes NO WARRANTIES WHATSOEVER EITHER EXPRESSED OR IMPLIED as to merchantability or fitness for a particular purpose and places any user(s) on notice that reliance upon said plans shall be at the sole risk of the user(s). The selection of correct structural materials and the application of architectural principals is a precise art, the responsibility for which rests with the builder, the owner, or the user of these plans. co I oZ - 2 S CO) a® _o 0 LW . a C �]8ox F. CQ cl) CO ® 1L �Uz }— W Z W nca� W 0 W o !L W O W Z JOB NUMBER: 135516003 FILE NUMBER 9551600320 DATE: DRAFT CHK'D 10/6/fro 5R I WISED: 10/31/1ro .45 REVISED: 11/2/16 1,451 REVISED: 11/20A& CEO REVISED: 12/1/1ro CEO DJ REVISED: MAIN FLOOR PLAN A 3 COPYRIGHT ISM -CURRENT 44' - 0' 10'-0 X 2'-(o' 5'-01 x 5'-0' 5'-0' X 2'-(o' 5' KNEE WALL WALL 23' -10' 36' - 38, H. @ 36' H. GUARDRAIL W/ 0 d- — — — — — — — — — — — — — — — — — — HANDRAIL — — — — SPACED_W/ c4 — — — N ABY.NN05ING — — _BA_LLUSTER_S LESS THAN 4' BETWEEN ( YP.) x 0 : (TYP.) OWNER IS W LOFT, 0 N , Ln x SUITE z 101- 8"X15' -,a" 23' - 2 "X 15' -,a" 5' KNEE WATL a ,� oj:3 � : 03 W.I.C. i I -� 11'-I' 4'-11' 14'-4' - r `9 - GAS P.P. I - - — — — — — — — — — — — — — — — — — — 24 VED. 3 0 30 x SDG.O. 10'-2' Z z 8'-2' IF R<S 8'_8. 1'-4' w 2'-4' Il'-0' N y28 2 20O'C' SD 24 - ' N 0.1554 H � � SD r N x w o� 28 UJ.I.C. 28 L_NDR I- z o� ; I��4T�-I - a �0 28 5EQ. 2 . a o 24 � 2x6 2 - a \4 24 tY ° UJ. C. o —— — — — — — — — — — — — — ---- .' 3'-6' I ro'-5' S'-S. 1'-4- 1 2 � � 9'-5' w �0 4'-11' 14'-4` r d) d) i 5' KNEE WALL 5' KNEE WA 3'_(0' 3'-0' X 3'-6' 3'-0' X 3'-6' 4'-8' 8'-4' 8'-4' 4'-8' &EGIOND FLOOR FLAN � SCALE: 1/4u = 1 -On cLO 0 02 CQ o DISCLAIMER OF WARRANTIES The plans furnished herewith were prepared upon request by draftsmen who are not registered architects or professional engineers and are for INFORMATION PURPOSES ONLY. The Design Team makes NO WARRANTIES WHATSOEVER EITHER EXPRESSED OR IMPLIED as to merchantability or fitness for a particular purpose and places any user(s) on notice that reliance upon said plans shall be at the sole risk of the user(s). The. selection of correct structural materials and the application of architectural principals is a precise art, the responsibility for which .rests with the builder, the owner, or the user of these plans. d° u7 I 0 a a W co � oIL DISCLAIMER OF WARRANTIES The plans furnished herewith were prepared upon request by draftsmen who are not registered architects or professional engineers and are for INFORMATION PURPOSES ONLY. The Design Team makes NO WARRANTIES WHATSOEVER EITHER EXPRESSED OR IMPLIED as to merchantability or fitness for a particular purpose and places any user(s) on notice that reliance upon said plans shall be at the sole risk of the user(s). The. selection of correct structural materials and the application of architectural principals is a precise art, the responsibility for which .rests with the builder, the owner, or the user of these plans. d° u7 I 0 a a W co � oIL � U z Z L�11 � 1�11 � O 1Y- O i-- JOB NUMBER: 95516003 FILE NUMBER: 955160032>a DATE: DRAFT GHK'D REVISED: 10/31/1ro ,4S REVISED: 11/2/1ro 4 ip ROOF PLAN SCALE: 1/6' = 1 —0' BUILDING SECTION SCALE: 1/4' = i1_0' PA551VE (CODE 1"11N11"IUM) (RADON 5 T STEM - APPLIES TO BASEMENTS, CONDITIONED CRAWLSPACES, SLAB -ON -GRADE BUILDINGS AND OTHER FOUNDATIONS UNDER CONDITIONED SPACE - MINIMUM CODE REQUIREMENTS ARE LISTED. OTHER SYSTEM COMPONENTS ARE SUGGESTED FOR BEST PRACTICE INSTALLATION BASED ON MINNE50TA DEPARTMENT OF HEALTH RECOMMENDATIONS. RADON VENT PIPE TFRMINATED AT FACE OF ROOF (13032402BA) 2 PVC OR EQUIVALENT GAS TIGHT PIPE. tORE EFFICTIVE, BUT 15 NOT REQUIRED D FOR FUTURE INSTALLATION OF A FAN (13032402.5.D) 4METER CENTERED TYPICAL ROOF CONSTRUCTION: IF THE VENT STACK COMPOSITION SHINGLES ON ,AL DISTANCE OF 3 FEET 150 ROOF FELT ON VE OUTLET IN THE ATTIC NEAR WHERE 15/32' ROOF SHEATHING ON FAN MAY BE INSTALLED (13032402.6) PRE MANUFACTURED ROOF TRUSSES ICE E WATER SHIELD 24' PAST EXTERIOR WALLS PROPER VENTS .ABEL READING 'RADON TYPICAL FASCIA DETAIL: SYSTEM' ON THE VENT PIPE 2X(o SUB FASCIA FLOOR AND IN ACCESSIBLE ATTIC (13032402.5E) MAINTENANCE -FREE FASCIA COVER MAINTENANCE -FREE VENTED SOFFIT PE AS STRAIGHT AS POSSIBLE :ONDUCTIVE FLOW. ELBOWS ARE BUT SHOULD BE AVOIDED IF POSSIBLE. IURSE ABOVE GRADE MUST BE FILLED SOILD TO :;T AIR MOVEMENT. SEAL ALL JOINTS, CRACKS, OR OTHER OPENINGS (13032402A) TYPICAL EXT. WALL CONSTRUCTION: TYVEK HOUSE WRAP OR EQUAL ENTIRE EXTERIOR 7/1(o' WALL SHEATHING ON 2X(o PRECUT STUDS a 1(o' O.G. R-21 BATT INSULATION 4 MIL. POLY 1/2' DRYWALL TYPICAL FLOOR CONSTRUCTION: 3/4' T4G SUB FLOOR SHEATHING (GLUED E NAILED) ON IS' FLOOR TRUSSES (SEE PLANS FOR SPACING E DIRECTION) ALL PIPE COMPONENTS MUST ALLOW MOISTURE TO SPRAY FOAM INSULATION A RIM JOIST POSITIVELY DRAIN BENEATH THE SLAB OR SOIL -GAS -RETARDER. (AF1031) INSTALL VENT PIPE INTO 'T' FITTING WITH MINIMUM 10 FEET OF PERFORATED PIPE CONNECTED TO EACH END OR DRAIN TILE LOOP BEFORE SLAB 15 CAST ✓CtL1Y1 =M = CL A! 1 BE LAPPED 12' AND PLACED BELOW THE SLAB AND ON TOP OF THE EXTERIOR ABOVE FLASHING GAS PERMEABLE LAYER GRADE PROTECTION - *FIT POLYETHYLENE LAYER CLOSELY'TO PENETRATIONS (AFI03.3) —� WATERPROOFING, *SEAL / COVER PUNCTURES OR TEARS WITH ADDITIONAL POLYETHYLENE (130324022) OR WATER REPELLANT ©2014 COPYRIGHT BUILDERS ASSOCATION OF MNNESOTA WWW$AMN.ORG LAYER THIS ILLUSTRATION DOES NOT REFLECT ALL THE REFERENCED TO ACTUAL CODE LANGUAGE TYPICAL END. WALL CONSTRUCTION: 13 CS. 12' CONC. BLOCK W/ REINFORCING PER CODE, SOIL CONDITIONS EXTERIOR WATER PROOFING 2' RIGID EXTERIOR INSULATION, V INTERIOR INSULATION ON 20'X10' DP. CONT. 5,000" CONC. FOOTINGS W/ REINFORCING AS REQUIRED zx I I G.AfRAGE SECTION SCALE: 1/4' = V-0' TYPICAL SLAB NOTE POLY VAPOR BARRIER UNDER LAPPED 12' 4' MIN. POURED CONC. FLOOR REINFORCING PER CODE 4' PERF. DRAIN TILE ROOF VENTS 1/300TH 50. FT. VENT PER 1 50. FT. ROOF AREA: 5051. IN SOFFIT AND 50% NEAR RIDGE zo? 9 00. 0 11q.0zO O O O O R-49 ATTIC INSULATION 4 MIL. POLY 5/V DRYWALL 16' FLOOR TRUSS INSULATION f AIR BARRIER `TO BE CONTINUOUS OVER THE / TOP OF THE FOUNDATION WALL 16' FLOOR TRUSS 2X(o AO SILL PLATE 1/2' 0IA. ANCHOR BOLTS 0 48' O.G. — 2X4 FRAMED WALL AT FINISHED AREA SEAL JOINT BETWEEN FOUNDATION WALL d SLAB —WEEP TO INTERIOR DRAIN TILE LOOP INTERIOR DRAIN TILE LOOP � � �TYP. UJALL SE CTION : 10.0e / SCALE: 1/411 11_011 GARAGE SECTION DISCLAIMER OF WARRANTIES The plans furnished herewith were prepared upon request by draftsmen who are not registered architects or professional engineers and are for INFORMATION PURPOSES ONLY. The Design Team makes NO WARRANTIES WHATSOEVER EITHER EXPRESSED OR IMPLIED as to merchantability or fitness for a particular purpose and places any user(s) on notice that reliance upon said plans shall be at the sole risk of the user(s). The selection of correct structural materials and the application of architectural principals is a precise art, the responsibility for which rests with the builder, the owner, or the user of these plans. .0 LO 0 r: to cv CQ ® V*CQ °� ° a� O >~ CO a w00 LO 0 cat CQ o LW ® w finn,, LK W U ci uca (y cn LLl W W l� w rWr L O �- JOB NUMBER 95516003 FILE NUMBER 9551600320 DATE: DRAFT CHK'D 10/6 /16 BR RE-VISED: 10/31/16 ,453 REVISED: 11/2/16 AB 1REVISED: 11/20/16 CEO RIEVISED: 12/1/16 Go DJ REVISED: ELEVATIONS A - 1 COF'YRIrsHT ISW-CURRENT