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House PlansGENERAL DEMOLITION NOTES I I I I I I I I I I I I ( ® REMOVE EXISTING WALL FINISH AND M BOARD WALLS TO FRAMING. REMOVE EXISTING CEILING FINISH ANrSUM BOARD. © REMOVE EXISTING FLOOR FINISH TO SUB -FLOOR SALVAGE FOR POSSIBLE REUSE. OREMOVE EXISTING DOOR & FRAME, SALVAGE AND STOCKPILE FOR POSSIBLE REUSE. E REMOVE EXISTING WINDOW SASH, FRAME, AND HARDWARE SALVAGE AND STOCKPILE FOR POSSIBLE REUSE OF REMOVE EXISTING AN RACK, PATCH REPAIR WALL TO MATCH ADJACENT. O EXPLORE EXISTING WALL STRUCTURE AND SUPPORT FOR POSSIBLE REMOVAL H� REMOVE EXISTING PORTION OF WALL PROVIDE A POLY PROTECTION BARRIER TO SEAL OFF UNAFFECTED ® AREAS AND ALL RETURN AIR VENTS FROM DUST, DEBRIS AND FOREIGN MATERIALS OR AS REQUIRED. ©K REMOVE EXISTING CONCRETE STEP, PREP FOR NEW STEPS REMOVE EXISTING PLUMBING FIXTURES AND PIPES AS NEEDED, CAP AND V PATCH AS REQUIRED. STOCKPILE ALL TOILETS FOR POSSIBLE REUSE 15 REMOVE EXISTING CABINETS PER PLAN, PATCH AND REPAIR AS REQUIRED. OREMOVE EXISTING APPLIANCES OR MECH. EQUIP. PER PLAN, PATCH AND REPAIR AS REQUIRED. REMOVE REQUIRED CONCRETE DRIVEWAY AND SIDEWALK TO ALLOW FOR © FOUNDATION OF NEW GARAGE TO BE BACK FILLED AND COMPACTED APPROPRIATELY ® NOT USED FOR NEW WINDOWSILL HT. I. REMOVE ALL EXISTING CARPET AND PAD IN EFFECT AREAS ONLY, UNLESS OTHERWISE NOTED, BE 8. ANY REMOVEAL OF EXISTING PLUMBING SHOULD BE CAPPED AND PATCHED AS REQUIRED. SURE TO ONLY PULL BACK AND PROTECT EXISTING CARPET IN LOWER LEVEL TO COMPLETE WORK EFFECTIVLY; PAD MATERIAL CAN BE DISCARDED IF NECESSARY. 9. DO NOT INTERRUPT OR DISCONNECT ANY UTILITY OR SERVICE SERVING OCCUPIED PORTIONS OF THE BUILDING WITHOUT PRIOR APPROVAL OF OWNER. 2 REMOVE ALL GYPSUM BOARD ON WALLS AND CEILING PER PLAN. ALL EXISTTNG WALL FRAMING TO REMAIN INTACT UNTIL LOAD BEARING WALLS CAN BE DETERMINED. 3. ONCE NON -LOAD BEARING ARE DETERMINED, REMOVE ALL INTERIOR WALLS UNLESS INDICATED TO REMAIN ON PLAN. 4. PROMPTLY REMOVE DEMOLISHED MATERIALS FROM PROPERTY AND LEGALLY DISPOSE OF OFF -SITE. S. PROPERLY PROTECT ALL REMAINING WALLS, CEILINGS, FLOORS, AND EXPOSED FINISHES. tx PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF BUILDING CAUSED BY DEMOLITION. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. 7. IF MOLD IS PRESENT AT ALL- FOR THE EXISTING WALLS TO REMAIN, REMOVE SURFACE FROM ONE SIDE, REMOVE INSULATION FROM WALL CAVITIES, CLEAN ALL WALL CAVITY SURFACES, BACK SPRAY ALL WALL CAVITYSURFACES WITH SEALER, INSTALL NEW CAVITY INSULATION, INSTALL NEW WALL SURFACE TO MATCH EXISTING, THIS SERVICE IN NOT INCLUDED IN CONTRACT AND WILL BE BID ON A TIME AND MATERIAL BASIS, IF FOUND AND APPROVED BY HOMEOWNER. 10. PERFORM WORK CAREFULLY TO PREVENT HAZARDS TO PERSONS & PROPERTY AND TO AVOID DAMAGE TO SALVAGED MATERIAL BEING REMOVED OR TO EXISTING STRUCTURE, FINISHES, EQUIPMENT, OR SYSTEMS WHICH ARE TO REMAIN. II. PROVIDE TEMPORARY SUPPORT FOR WORK TO REMAIN, IF NECESSARY. 12 DO NOT ENDANGER ANY OTHER WORK. 13. LIMIT DUST AND DIRT DISPERSAL TO LOWEST PRACTICABLE LEVEL 14. AVOID INTERFERENCE WITH THE USE OF, OR ACCESS TO, ADJACENT SPACES NOT INCLUDED IN THE DEMOLITION AREA DO NOT RESTRICT ENTRANCES, EXIT WAYS SIDEWALK, STREET, OR DRIVEWAYS UNLESS PERMISSION IS GIVEN BY THE OWNER OR CITY. DOOR KEY EXISTING TO REMAIN EXISTING TO BE REMOVED, UNLESS NOTED OTHERWISE EXISTING DOOR TO BE REMOVED EXISTING DOOR TO REMAIN L IV IT k SITE STRUCTURE 651.755.4513 www.livitsitestructure.com Copyeigit WM i LMT Site +5v uM LLC This drawing contains proprietary information which belongs to LIVIT Site + Structure, LLC. Any unauthorized duplication or use is strictly prohibited. • V) — LUI:e Ci Lin M Ul Z z LOU I.L ® U— N W �U z x w ISSUEJREVISIONS ISSUE: DATA AS -BUILT 12-18-2020 SCHEMATIC 01-02-2020 DESIGN SCHEMATIC 01-10-2021 DESIGN-2 PERMIT SET 05-21-2021 REVIEW PERMIT SET 06-21-2021 LOWER LEVEL DEMO PLAN KEYED DEMOLITION NOTES �A REMOVE EXISTING WALL FINISH AND GYPSUM BOARD WALLS TO FRAMING. (� REMOVE EXISTING CEILING FINISH AND GYPSUM BOARD. © REMOVE EXISTING FLOOR FINISH TO SUB -FLOOR SALVAGE FOR POSSIBLE REUSE. QREMOVE EXISTING DOOR & FRAME, SALVAGE AND STOCKPILE FOR POSSIBLE REUSE. OE REMOVE EXISTING WINDOW SASH, FRAME, AND HARDWARE SALVAGE AND STOCKPILE FOR POSSIBLE REUSE. I REMOVE EXISTING AN RACK, PATCH REPAIR WALL TO MATCH ADJACENT. I © EXPLORE EXISTING WALL STRUCTURE AND SUPPORT FOR POSSIBLE REMOVAL /H REMOVE EXISTING PORTION OF WALL PROVIDE A POLY PROTECTION BARRIER TO SEAL OFF UNAFFECTED Q AREAS AND ALL RETURN AIR VENTS FROM DUST, DEBRIS AND FOREIGN I MATERIALS OR AS REQUIRED. I O NOT USED REMOVE EXISTING PLUMBING FIXTURES AND PIPES AS NEEDED, CAP AND PATCH AS REQUIRED. STOCKPILE ALL TOILETS FOR POSSIBLE REUSE i MOREMOVE EXISTING CA81NETS PER PLAN, PATCH AND REPAIR AS REQUIRED. ON REMOVE EXISTING APPLIANCES OR MECR EQUIP. PER PLAN, I PATCH AND REPAIR AS REQUIRED. t OP REMOVE EXISTING PAVER PATIO. STOCKPILE PAVERS FOR POSSIBLE REUSE FOR THE PROPOSED PATIO t � I � I I I I I , T---- I I I I I I I I I I I I I I I I I I GENERAL DEMOLITION NOTES I. REMOVE ALL EXISTING CARPET AND PAD IN EFFECT AREAS ONLY, UNLESS OTHERWISE NOTED, BE 8. ANY REMOVEAL OF EXISTING PLUMBING SHOULD BE CAPPED AND PATCHED AS REQUIRED. SURE TO ONLY PULL BACK AND PROTECT EXISTING CARPET IN LOWER LEVEL TO COMPLETE WORK EFFECTIVLY; PAD MATERIAL CAN BE DISCARDED IF NECESSARY. 9. DO NOT INTERRUPT OR DISCONNECT ANY UTILITY OR SERVICE SERVING OCCUPIED PORTIONS OF THE BUILDING WITHOUT PRIOR APPROVAL OF OWNER. 2 REMOVE ALL GYPSUM BOARD ON WALLS AND CEILING PER PLAN ALL EXISTTNG WALL FRAMING TO REMAIN INTACT UNTIL LOAD BEARING WALLS CAN BE DETERMINED. 3. ONCE NON -LOAD BEARING ARE DETERMINED, REMOVE ALL INTERIOR WALLS UNLESS INDICATED TO REMAIN ON PLAN. 4. PROMPTLY REMOVE DEMOLISHED MATERIALS FROM PROPERTY AND LEGALLY DISPOSE OF OFF -SITE. S. PROPERLY PROTECT ALL REMAINING WALLS, CEILINGS, FLOORS, AND EXPOSED FINISHES. 6. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF BUILDING CANED BY DEMOUTION RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. 7. IF MOLD IS PRESENT AT ALL: FOR THE EXISTING WALLS TO REMAIN, REMOVE SURFACE FROM ONE SIDE, REMOVE INSULATION FROM WALL CAVITIES, CLEAN ALL WALL CAVITY SURFACES, BACK SPRAY ALL WALL CAVITYSURFACES WITH SEALER, INSTALL NEW CAVITY INSULATION, INSTALL NEW WALL SURFACE TO MATCH EXISTING. THIS SERVICE IN NOT INCLUDED IN CONTRACT AND WILL BE BID ON A TIME AND MATERIAL BASIS, IF FOUND AND APPROVED BY HOMEOWNER. ----------------------------- I O L — L-------- ------------------------- 1------------------- 10. PERFORM WORK CAREFULLY TO PREVENT HAZARDS TO PERSONS & PROPERTY AND TO AVOID DAMAGE TO SALVAGED MATERIAL BEING REMOVED OR TO EXISTING STRUCTURE, FINISHES, EQUIPMENT, OR SYSTEMS WHICH ARE TO REMAIN. I I . PROVIDE TEMPORARY SUPPORT FOR WORK TO REMAIN, IF NECESSARY. 12 DO NOT ENDANGER ANY OTHER WORK. 13. LIMIT DUST AND DIRT DISPERSAL TO LOWEST PRACTICABLE LEVEL. 14. AVOID INTERFERENCE WITH THE USE OF, OR ACCESS TO, ADJACENT SPACES NOT INCLUDED IN THE DEMOLITION AREA DO NOT RESTRICT ENTRANCES, EXIT WAYS, SIDEWALK, STREET, OR DRIVEWAYS UNLESS PERMISSION IS GIVEN BY THE OWNER OR CITY. WALL & DOOR KEY l.e NEW CONCRETE BLOCK FOUNDATION » NEW FRAMED WALUFURRING EXISTING TO REMAIN EXISTING TO BE REMOVED, UNLESS NOTED OTHERWISE EXISTING DOOR TO BE REMOVED a EXISTING DOOR TO REMAIN NEW OR RELOCATED DOOR ichLIVITA SITE STRUCTURE 651.755.4513 www.livitsitestructure.com C*pyHg t 02021 LNIT SiW a St—%.m LLC This drawing contains proprietary information which belongs to UVIT Site + Structure, LLC. Any unauthorized duplication or use is strictly prohibited. • W ,M n oc Ln Z �Z W Q � =p U-j - � D N W Z x LU ISSUE/REVISIONS ISSUE: DATE - AS -BUILT 12-18-2020 SCHEMATIC 01-02-2020 DESIGN SCHEMATIC 01-10-2021 DESIGN-2 PERMIT SET 05-21-2021 REVIEW PERMIT SET 06-21-2021 MAIN LEVEL DEMO PLAN r — — — (2) 2x12GRN--- j_ (2) 2x12GRN 18„0 �) 2x10 GRN 14"0 24"0 /—` (3) 2x12 GRN 24"0/--�\ TRT BEAM //I `�24"0 TRT BEAM 1670 "� TRT BEAM ----- _ / TRT BEAM / ` --- --1—� -- _may 1—F----_-- _ -- _--r—�——----7— _---_-- _t-�'I_ q-- _ --_ I I I I HUC210-2Z CANTED JOISTS HUC210-2Z bxb TRT POSTS. I 1 I I PAIRED W/ LCE4 CAPS FOR FIREPLACE HGR EA END I I MAX HANGER W/ I ABU66Z BASES, I 16D NAILS I I rn 1 1 I TYPICAL ALL Z I II j tLU I I ca� aZc 1� ,o< e 11 H Nu�II ?-N oca W �I I .. II V� 24"0 1— 2 I 1/ �t t7 o II II I 2 1122"0 (3) 2x10 GRN 1470 1 1 / e _ TRT BEAM A3.0 aZgal c N ug I I HUC 26-2Z f u 1 24"x48° DOG I HGR EA END 1 N F 0 = WASH W/ 12" CURB. vf-1 I I Z— N I INCLUDE (3) 16" DEEP 1 2x12 TRT LEDGER W/ 3-ROWS + N o 1 SHELVES ABOVE U4" 3 1 /2" SDS CREWS 1 HUC210-2Z HGR 41 3 " "�° +� LUS2I 0-2Z HANGER MAIN FLOOR FRAMING NOTES SEE ATTACHED STRUCTURAL NOTES FOR MORE INFORMATION. ATTACH ALL FLOOR JOIST ENDS AND ENDWALL BLOCKING TO SILL PLATE WITH 2 — SIMPSON LS50 CUPS EACH END. USE 3/4" T&G PLYWOOD FLOOR SHEATHING, SEE STRUCTURAL NOTES FOR NAILING. PROVIDE MINIMUM 2 — 2X6 TRIMMER STUDS AND I— 2X6 KING STUD UNLESS NOTED. BLOCK SOLID BELOW ALL POSTS TO FOUNDATION. LOCATE GIRDERS AS SHOWN. MARKS THUS, "T, INDICATE NUMBER OF BEARING STUDS REQUIRED. IF NUMBER NOT SHOWN, PROVIDE MINIMUM OF 2 STUDS (3" BEARING LENGTH}, FULL WIDTH OF BEAMIHEADER/GIRDER TRUSS MUST BE SUPPORTED. INTERIOR BEARING STUD WALLS TO BE 2X6 AT 16" O.0 PROVIDE 2X8 TREATED SILL PLATE WITH GALVANIZED 1/2"XI2" ANCHOR BOLTS AT 48" OC WITH I/8")C2" GALVANIZED WASHERS SLIGHTLY CRUSHING PLATE. ATTACH EXTERIOR WALL SOLE PLATES WITH 5 — 16D NAILS PER FT. USE TRIPLE ZINC COATED OR STAINLESS STEEL FASTENERS AND HARDWARE FOR GREEN TREATED MEMBERS. TREAT ALL CUT ENDS OF TREATED MATERIAL NEW FINISH CRACKS ARE LIKELY AND CAN BE COMMON IN REMODEL CONSTRUCTION. I i n12YI2 GRN ( SOLID BLOCKING idi 16" O.C. EXISTING 2xRIM CLEAR 2 4 1/2 O ` ' SDS SCREWS6'TO EXISTI2x8 TRT LEDGER W/ 2-ROWSING TRIM 2x12 TRT LEDGER W/ 2-ROWS --7 1/4"x3-I/2" SDS SCREWS @ 16" O.C.TO EXISTING RIM I� I 14"0 L�) bao1 N Ts i I w/ pus I I 22 1 Obi _o I 6x6 TRT POSTS. I I PAIRED W/ LCE4 CAPS ABU66Z BASES, j I TYPICAL ALL I I I 16"0/ 14"0 i Li L -- _ — (2) 2x10 GRN'_/1 II TRT RIM II 1 I I 2x10 TRT LEDGER W13-ROWS II 1 1/4"x3-1/2" SDS SCREWS Q i I I O.C. TO EXISTING RIM II � I CIS �Itag 2x10 GRN TRT LL N a"JOISTS @ 16" O.C. F 10 W/ WS210Z HANGERS 0 II �- I 1� I I11 I 1 I II I HUC210Z (2) 2x10 GRN EACH ENE TRT RIM 16"0 — I A3.0 12"0 x 42" MIN. CONC. PIERS W/ 1-94 VERT REBAR SEE PLAN FOR BOTTOM BELL DIAMETER COMPACT BASE OF EXCAVATION & BACKFILL 2-2x6 MULLS 2-L.S50 CLIPS + LSTA 18 STRAPS TOP & BOT. FASTEN EXISTING 2x10 RIM TO ALL JOIST ENDS W12-1/4" x 3-1/2" SDS SCREWS @ 16" O.C. TO LOWER WINDOW SILL DUE TO DROP IN GRADE IF COMPLETED, THE INTERIOR LEDGE WOULD NEED TO BE LOWERED ALONG WINDOW WALL FASTEN WALL SOLE PLATES TO EXISTING RIMS W/ I/4" x 4-1 /2" SDS SCREWS cQ 32" O.C. TYR 2-2x6 MULLS 2-LS50 CLIPS + LSTA 18 STRAPS TOP & BOT. PRIOR TO CUTTING FOUNDATION VERIFY EXISTING FOUNDATION BOND BEAM & WALL REINFORCING WITH STRUCTURAL ENGINEER WALL & DOOR KEY NEW CONCRETE BLOCK FOUNDATION NEW FRAMED WALUFURRING EXISTING TO REMAIN — — — —_ —_ EXISTING TO BE REMOVED, — — — UNLESS NOTED OTHERWISE // 1 EXISTING DOOR TO BE REMOVED EXISTING DOOR TO REMAIN NEW OR RELOCATED DOOR LOWER LEVEL EXISTING FINISHED AREA MECH/STORAGE AREA: 651.755.4513 www.fivitsitestructure.com Ce"v'iaht @2021 LMT Site + Sa —wm LLC _. This drawing contains proprietary information which belongs to LIVIT Site + Structure, LLC. Any unauthorized duplication or use is strictly prohibited. • W M Ime Ln Z:5 Z elf Qu0 N Vv Z x LLI ISSUE/REVISIONS ISSUE: DATE AS -BUILT 12-18-2020 SCHEMATIC 01-02-2020 DESIGN SCHEMATIC 01-10-2021 DESIGN-2 PERMIT SET 05-21-2021 REVIEW PERMIT SET 06-21-2021 PROPOSED NORTH LOWER LEVEL 924 SF 149 SF 2x12 ENDWALL BLOCKS 24" O.C. NAILED TO WALL PLATES, RAFTER, RIM & ROOF SHEATHING 2x4 x 67 RAFTER TAILS --� SISTER TO RAFTERS W/ 2-ROWS I OD x 3" NAILS @ 12" O.C. 2-2x6 MULLS LS50 CLIPS — + LSTA 1OVERT STRAP TOP AND BOTTOM \ 2 A3.0 ATTACH FIRST RAFTER TO TRUSS TOP CHORD W/ 1/4"x3-1/2" SDS SCREWS @ 16" O.C. CONNECT WALLS, SEE PLAN NOTES SMOKER r xv sirIi go IVA . , -. FULL HEIGHT STUDS + SLOPING WALL PLATES, SEE FRONT WALL 9'-3 1 W 4'-7 1 /2" 6x6 POST 2-LS50 CLIPS + 2-LSTAIS (4) , POST STWN STRAPS TOP AND BOTTOM 2-LSSO CLIPS + 2 HT520 _ _ _ _ _ �.sTOP&SMOM (2) 2x8 HDR---- — -- r O II'0" I' ANTOVI- ------ — SC II II SI CLI 2 HTS20 _ xTIES•P 80 + 2x 12 ROOF IV O.C. W/ r v- x I 'CUT & WS26 EACH EN 2x4-24EDGER 1/4" x 3-1/2" SD @ 16" O.C. TO - (2) 2x6 CLERES HEADERS AB , S TII S I ----- I' _ 8 FRAMING NOTES WALL & DOOR KEY SEE ATTACHED STRUCTURAL NOTES FOR MORE INFORMATION. `>e'.v'ia 4<. �', NEW CONCRETE BLOCK FOUNDATION ATTACH ALL TRUSS ENDS WITH SIMPSON H2.5A TIES TO WALL PLATES. USE 1/2" PLYWOOD ROOF SHEATHING, SEE STRUCTURAL NOTES FOR NAILING. NEW FRAMED WAWFURRING PROVIDE MINIMUM I— 2X TRIMMER STUDS AND I— 2X KING STUD UNLESS NOTED. BLOCK SOLID BELOW ALL POSTS TO FOUNDATION. LOCATE GIRDERS AS SHOWN. �' EXISTING TO REMAIN MARKS THUS, "'T, INDICATE NUMBER OF BEARING STUDS REQUIRED. IF NUMBER NOT SHOWN, PROVIDE MINIMUM OF 2 STUDS (3" BEARING LENGTH), FULL WIDTH OF BEAM/HEADER/GIRDER TRUSS MUST BE SUPPORTED. _ — — — _ EXISTING TO BE REMOVED, ----- MEND ALL FASCIA BOARD BUTT SPLICES WITH SIMPSON L.STA24 HORIZONTAL STRAP. UNLESS NOTED OTHERWISE EXTEND PLYWOOD WALL SHEATHING UP FACE OF TRUSS HEEL AND NAIL TO TRUSSES STOP SHORT FOR IN / VENTING AS REQUIRED. EXTERIOR STUDS TO BE 2X6 AT 16" OC. EXISTING DOOR TO BE REMOVED `I BUTT EXISTING WALL PLATES AND NAIL TO NEW WALL PLATES AT ALL INTERSECTING WALLS WITH TP311 NAIL j PLATE. ATTACH FIRST STUD TO EXISTING STUD/LADDER BLOCKS WITH V4"X4 1 /2" SDS SCREWS AT 16" OC. REMOVE SHINGLES BELOW NEW OVER -FRAMING. EXISTING DOOR TO REMAIN PROVIDE 2X6 OVER -FRAMING AT 16" OC WITH 4 — I OD TOE -NAILS EACH END WITH 2X4 PONY STUDS AT 48" OC TO EXISTING TRUSSES BELOW, 4 — I OD NAILS TOP AND BOTTOM. PROVIDE 2XI0 RIDGE BOARD AT OVER -FRAMING, MITER CUT ENDS. PROVIDE 2X8 BEVEL CUT VALLEY NAILER WITH 4-I6D NAILS TO EACH EXISTING RAFTER. 4-16D EACH RAFTER F27 NEW OR RELOCATED DOOR DOUBLE UP EXISTING ROOF RAFTERS BELOW OVER -FRAMING IF SAGGING MORE THAN W. NEW FINISH CRACKS ARE LIKELY AND CAN BE COMMON IN REMODEL CONSTRUCTION. ' ' "'` GABLE FRAMING, RELOCATE A!C VERIFY r — I — SEE FRONT WALL ----------------------------------------------------------------, 4-61/2" GRADE — — --- —_— ---- i— ------ TO SOFFIT I . '- ,+`. ki .' 4101,� ..v: `' ...._.`,i *. .3 �'✓. i� -� .4.iud* zA$c .h. __....c'`i 'a9 s.�¥,s', �> . r.':. 5•�#".`"��'''n'-�,'3,,:ai4 -'is ' �5'.>.M. .,�`.e � .;5, ,.., �..-,.T�j a.zs:�,.`sna ;�. " '"s �`•'ti.�' .".�_ I EXISTING _ I I I 1 VERI TH O I PROVIDE I + 1 STAIRSI BEA I I I I I DN FLR DRAIN a. EXISTING FDN 1 I I 6R POSSIBLESTAIRS DOWNINTO �jj� MECH. ROOM, / GASFIELD VERIFY & PROVIDE ",AHU j 1 p STAIRS IF NONE ARE FOUND GARAGE I OFFICE/BEDRM tr FIELD VERIFY FINAL WALL 21'W 27VO 0'4" x 12'0" LOCATION BASED ON I POSSIBLE STAIR LOCATION NEW WOOD TREAD I 2,S" 24 BEV. (� �, --- I 160 xT0" I FULL l iAEW KITCHEN 13'6" x I S'0" 76, I j i L? I I I DECK I III 14'0"x I27 ------------------------------------------------------------ ar-lo" I —--------- ------ ---L— - ---�IC --— — — — — — — — — — — — 1 I l_—_ �— W_I I ICI I W I VERIFY LOCATION W/ j o NEW I S : < O / CENTERLINE OF ISLAND I RU 2 O I AND F.P. SPEC. IF i III EAT RO M " -(-----� - ---�I� -- — — — — — — — — — — — — 1 1 jk ----- — — — — — — — — — — — — A3.0 1 I I N. I REMOVE EXISTINGROOF AND MICRO a. I I '? SKYLIGHTS TO REBUILD ROOF 4r, SINGLE I* ;, III WITH VAULTED CEILING AND CANTED i OVEN ry, 1 8'0" CH I EXPOSED BEAMS STRU GABLE GIRDER TRUSS — — — — — — — — — — — — — — — — — — — — — — — — — —MIN_ SW I NEW CASEMENT S I NEW CASEMENT �— SW ( I L-----------------31�T118EYYl1`1DQYY-- --�s�ICTTsl13F1NlN�V�C --- -------- 3-2x6 KINGS 2-LS50 CLIPS + Al GABLES, FULL HEIGHT 2x6 STUDS @ I IV O.C. NORTH B STRAPS TOP AND BOT. BRACE & CONNECT ENDWALLS, 2-2x6 2-2x6 MULLS 2-LS50 CLIPS + MEND AT PEAK W/ LSTA24 HOR S Z TRAPS, TYPICAL SEE DETAIL, TYPICAL LSTAI8 STRAPS TOP AND BOT. I PROPOSED MAIN LEVEL 6x6 UPPER WINDOW HDRS BETWEEN A I ,1 SCALE. I /4H = I '-0° MULLS W/ HUC66 HGRS + LS50 CLIPS ON TOP TO MULL EXISTING FINISHED AREA: 1,233 SF PROPOSED AREA ADDED: 77 SF GARAGE AREA 628 SF Arch 651.755.4513 www.livitsitestructure.com Copyright ©202I LIVIT Site +Structure, LLC This drawing contains proprietary information which belongs to LIVIT Site + Structure, L-C. Any unauthorized duplication or use is strictly prohibited. W M 2/ QLon M Z W Q� Q ^O N z x Vv Uj ISSUFUREVISIONS ISSUE DATE: AS -BUILT 12-18-2020 SCHEMATIC 01-02-2020 DESIGN SCHEMATIC 01-10-2021 DESIGN-2 PERMIT SET 05-21-2021 REVIEW PERMIT SET 06-21-2021 MAIN LEVEL FLOOR PLAN PORCH CHIMNEY IN BACKGROUND BLUE DASH EQUALS VAULT CEILING AT EXISTING 8' FRAME HT. OPTION TO ADD TRANSOM WINDOWS 12 El 6 2'-0"12 - W � = NEW PORCH E4VE� IN BACKGROUND s ®r `` PIS RE i .• a — � I , wry w�A t - - �PtTul . { pe WE v } EXISTING GARAGE DOOR PAINTED TO MATCH WINDOWS EXTERIOR NOTES FLASHING NOTES KICKOUT FLASHING TO BE INSTALLED AS NEEDED BY ROOFING CONTACTOR EXTERIOR WALL FINISHER TO VERIFY THAT KICK FLASHING IS INSTALLED PRIOR TO FINISHING CARPENTER TO FLASH ALL EXTERIOR WINDOWS & DOORS PER MIN. & IRC CODE REQUIREMENTS WINDOW NOTES MARVIN ELEVATE WINDOWS, VERIFY FINAL EXTERIOR COLOR, SIZE AND HARDWARE COLOR TO MATCH EXISTING. BUILDER TO PROVIDE WINDOW ORDER LIST WITH "U" FACTOR, SGHC & STC RATING FOR EACH WINDOW & EXTERIOR DOOR BUILDER TO VERIFY ALL WINDOW, DOOR & OPENING HEADER HEIGHTS. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN W MUST BE EQUIPPED WITH AN APPROVED LADDER EXTERIOR FINISHING NOTES ALL NEW SURFACES TO HARDIE OR LP LAP SIDING AND SMOOTH PANELS PER ELEVATION, USE METAL SIDING CORNERS AT HOUSE CORNERS, SHOWN WITH NO WINDOW TRIM FASCIA TO BE METAL, TO MATCH EXISTING SOFFIT TO BE METAL, TO MATCH EXISTING ROOFING TO BE MIN. 30YR ASPHALT SHINGLE, VERIFY FINAL COLOR TO MATCH EXISTING. PROVIDE MATCHING GUTTER SYSTEM TO TIE INTO EXISTING, VERIFY FINAL DOWNSPOUT LOCATIONS AND KICKOUTS. POWDER -COATED METAL RAILING FRAME W/ I/8" S.S CABLE RAILING., PROVIDE r ` AZEK TOP RAILING TO MATCH DECKING, N VERIFY FINAL MOUNTING DETAIL 651.755.4513 www.livitsitestructure.com Capyrigi" @202 i UVIT Site r Suu—, LLC This drawing contains proprietary information which belongs to LIVIT Site + Structure, L-C. Any unauthorized duplication or use is strictly prohibited. ISSUE/REVISIONS ISSUE: DATE - AS -BUILT 12-18-2020 SCHEMATIC 01-02-2020 DESIGN SCHEMATIC 01-10-2021 DESIGN-2 PERMIT SET 05-21-2021 REVIEW PERMIT SET 06-21-2021 • 2 A3.0 A3.0 r--------------- PROVIDE PRE -FINISHED METAL CAP FLASHING FOR A WOOD BURING FIREPLACE CHIMNEY, VERIFY FINAL DETAIL ------------ 1 1 1 1 I I I I I 1 I I I I D.S. j 1 LOCTION I L-------------------------.------ e 3 A3.0 I I I I I 1 I I I 1 I I I 1 1 I I I I I I I I I I I 1 I I I I I WALL & DOOR KEY NEW CONCRETE BLOCK FOUNDATION EXISTING DOOR TO BE REMOVED NEW FRAMED WALUFURRING o4 2 X 6 BEARING WALLS EXISTING DOOR TO REMAIN EXISTING TO REMAIN NEW OR RELOCATED DOOR — — — — — EXISTING TO BE REMOVED, — — — UNLESS NOTED OTHERWISE -GUTTERS: PRE -FINISHED METAL BOX OR FASCIA STYLE GUTTER -DOWNSPOUT (D.S.): MATCH GUTTER COLOR, COORDINATE LOCATIONS WITH LANDSCAPE CATCH BASINS. FIELD VERIFY FINAL LOCATIONS - ----------`-------I----------------------------------------------- 6:12 I I I I I I I I I I I I I I I I I I I I I I I --------------------------- Z X� D.S. LOCTION ------------- I I I I I I I I I I I I I 1 NORTH aPROPOSED ROOF PLAN 651.755.4513 www.fivitsitestructure.com Copyrj& @=I LMT 5ke + Sv aum, LLC This drawing contains proprietary information which belongs to LIVIT Site + Structure, LLC Any unauthorized duplication or use is strictly prohibited. UJ !,Ln Ci Ln Z Z s Z x v Uj ISSUE/REVISIONS ISSUE: DATE - AS -BUILT 12-18-2020 SCHEMATIC 01-02-2020 DESIGN SCHEMATIC 01-10-2021 DESIGN-2 PERMIT SET 05-21-2021 REVIEW PERMIT SET 06-21-2021 O- f ?ER LEVEL ELEV. ELEV. 104'-4 I R" NtVV IJVVK wv+ I Ivtva I ENTRY ELEV. I SHOWN DASHED I ELEV: 100°-0" I I I I I I I I I I I I I LOWER LEVEL ELEV. L---.-v - -- - ------ I ®_ —. i"FaIED VERIFY FINAL LOCATION OF FIREPLACE VENT UPPER LEVEL ELEV. ELEV: 104'-4 I fi; LOWER LEVEL ELEV. *} 2 GARAGE SIDE ELEVATION A2. I SCALE: 1 /4" = 1'-0" METAL FIRE PLACE CAP PROVIDE SHED ROOF VENT AT WALL TRANSITION STANDING SEAM METAL ROOF. VERIFY FINAL COLOR AND PROFILE 651.755.4513 www.livitsitestructure.com Copy: Eghe 02021 LMT S w + Swtmtu e. LLC -- This drawing contains proprietary information which belongs to UVIT Site + Structure, LLC. Any unauthorized duplication or use is strictly prohibited. •Ln Ln Z z O OD LU ROOF: 30 YR ASPHALT SHINGLES #15 FELT PAPER, ICE AND WATER EAVES I/2" OSB SHEATHING PRE -ENGINEER ROOF TRUSSES @ 24" O.C. W/ SPRAYED URETHANE INSUL (MIN. R-49) VAPOR BARRIER INTEGRATED IN INSUL 5/8" GYP. BD. CEILING OPTIONAL 3/4" T&G SHIP LAP CEILING, PAINTED VERIFY GUTTER SYSTEM EXTERIOR W LL SIDING TO MATCH EXISTING HOUSE WRAP EXISTING SHEATHING 2x STUDS @ 16" O.C. (MATCH EXISTING) R-21 INSULATION (SPRAY) m 4.6 MIL VAPOR BARRIER — 1/2" GYP, RD. co � r r L==== ---------- LL — - ------------ —_ TrTr----------- 11 III III II II III III III III III 11 III III III — -—r-fF--- II i III III II II III III III III III T--— II III III III c � III III III III III III III III III III III III III III III III III I11 III III III III � III III I III I III III III III III III III III III III III III III III III III III III III �r=====i. II r III------------11 r========— II II r __—���=====i� II I III -----------III II IIL---- II II III ,II II III III L� ====JJI __________ LLL=_______ 111 _=�J I III ��-----____ III =—�J L====JJ � VERIFY UL `; rr ' -__ _____--- l I f---- ________� MIN R-3O RIM INSULATION � I i t I I I I I I I I I I I I I I I I I I I I I III III III III III III III III III III if I II III III III III ENTRY ELEV. 11 I i II III III II I I III III III III III III III IIIII III III 4rELEV: 1 W0 - III III III UI III III III III _ I I I I I I I I T O. EXISTING - AI I BLOCK EXISTING BLOCK FOUNDATION AND WINDOWS ON FRONT FOOTING, SIZE AND WALL SHOWN DASHED REBAR NOT VERIFIED VERIFY FINAL FOUNDATION CUT OUT WITH STRUCUUUAL ENGINEER I BUILDING SECTION A3.0 SCALE: I M' = I'-0" ROOF, 30 YR ASPHALT SHINGLES #15 FELT PAPER, ICE AND WATER EAVES 1/2" OSB SHEATHING 2x 12 RAFTERS OR 11-7/8" TJI @ 16" O.0 I"AIR CHUTES W/ SPRAYED URETHANE INSUL (MIN. R-49) VAPOR BARRIER INTEGRATED IN INSUL 3/4" T& G SHIP LAP CEILING, PAINTED VERIFY GUTTER SYSTEM 2x4 LOOKOUT FLUSH HEADER 2x OUTRIGGER @ 24" O.C. FOR OVERHANGS GREATER THAN 18". OTHERWISE 2x GABLE SIMP H2.4A HURRICANE TIE @ EA 2- BLOCKING @ 24" O.C. SIMP W524 HANGER UPSIDE DOWN 2x4 ROOF DIAPHRAGM 2x6 DIAGONAL BRACE BLKG. @ 48" O.C. @ 48" OC W/ 2-1 Od NAILS W12-16d NAILS EA END EA END TO TRUSS. CONT, HORIZ L-REINF W/ x NAIL ROOF SHEATHING. 2-10d NAILS TO EACH 4 TRUSS WEB MAX 2x4x12'-0" BTM. CHORD DROPPED STRUCTURAL 45 PERMANENT CONT. LATERAL GABLE ROOF TRUSS RESTRAINT @ 48" O.C. W12-1 Od NAILS TO EACH TRUSS (SEE TRUSS DRAWINGS FOR ADDITIONAL BTM. CHORD BRACING) 2x6 GABLE END WALL PERMANENT DIAGONAL BRACING @ 48" O.C. W/3-1 Od NAILS TO BLOCKING & 3-IOd TOE -NAILS TO WALL PLATES SIMP LS50 CUP @ 4'0 O.C. AT TRUSS TO PLATE & KICKER TO PLATE UNLESS NOTED 3 GENERAL GABLE BRACING A3.0 SCALE: 1 /4" = 1'-0" VERIFY BIRD'S MOUTH W/ ^' NEW TRUSSED ROOF LINE ---- — — PATCH AND REPAIR ROOF TO ROOF CONNECTION •• /�SOFFIT VENT • • • • WINDOWS POVIDE SHIED RECESS' 8'-3" 7'-4" 12 14 ROOF: 30 YR ASPHALT SHINGLES #15 FELT PAPER, ICE AND WATER EAVES 1/2" OSB SHEATHING 2A 2 RAFTERS OR 11-7/8" TJI @ 16" O.C. I " AIR CHUTES W/ SPRAYED URETHANE INSUL (MIN. R-49) VAPOR BARRIER INTEGRATED IN INSUL 3/4" T& G SHIP LAP CEIUNG, PAINTED VERIFY GUTTER SYSTEM �---- FIXED SCREEN PANELS IN BACKGROUND FLUSH �— HEADER METAL FASCIA AND SOFFIT, PROVIDE — — — — CONTINUOUS SOFFIT VENT �---- PHANTOM SCREEN CAVITY. 4"x6-112" I I I I I I I I IX6 AZEK DECKING, VERIFY SELECTION I I I I I I SCRRENING I I I I I I 2X 12 GRN TRT JOISTS @2 16" O.C. I ! I I I I I I I I I I I I I I l J l 2 SCREENED PORCH SECTION A3.0 SCALE: 1 /4" = 1'-0" 651.755.4513 www.livitsitestructure.com C.Wghc 9MI UTAT Sim +Ssu M LLC This drawing contains proprietary information which belongs to LIVIT Site + Structure, L-C. Any unauthorized duplication or use is strictly prohibited. s V) W M �Ci✓/ Ln (..L Ln Z W T- �/ Li O U N W �U Z x W ISSUE/REVISIONS ISSUE: DATE - AS -BUILT 12-18-2020 SCHEMATIC 01-02-2020 DESIGN SCHEMATIC 01-10-2021 DESIGN-2 PERMIT SET 05-21-2021 REVIEW PERMIT SET 06-21-2021 SECTION ELECTRICALS MBOLS KE D PLE RECEPTACLE, MO NT @ IS" AP.F 10 NLESS ELE ATED HEIGHT IS INDICATED ® D FILE RECEPTACLE, MO NT IN FLOOR, CO LATER OR CEILING; FEILD ERIF FINAL LOCATION ............ LO PROFILE PL G MOLDING, MO NT @ 54" A.FF. r - - - - - - - - - - - - I NLESSELE ATED HEIGHT IS INDICATED ------------- y_ I�--F-------_-- ------------- - ----� I II I I I1 1 I I I I--- I� I I 1! I I I DIS. II II II ►H::' 11 11 II 1 11 II 11 I ! II I 1 11 I I II I I I I) 1 I I I II I I II I I 1 I II I I PIPE EP 3ro" t t 1 « / i 2.5" SOFFIT j I 1 MECH, Fl I 710 1/2" I F RNACE I C.H. E I BEDROOM I %, STING 00 I I 14'6" ITV f , 1 lJ I SD "4 1 E (STING 11 1 i E HA ST FAN EF. ® RECESSED CAN A T RE, SE S" CANS F RNISHED AND INSTALLED B THE ELECTRICALS BCONTRACTOR ---► DENOTES DIRECTIONS TRIM LO OLTAGE CAN FI T RE, SE 4" CANS F RNISHED AND INSTALLED B THE ELECTRICALS BCONTRACTOR S RFACE MO NTED CEILING LIGHT FI T RE; MICRO A E DISH ASHER OR DR ER CONNECTION O FI T RE S PPLIED AND INSTALLED B THE ELECTRICAL S BCONTRACTOR ENT HOOD ABO E COOK TOP OR O EN CONNECTION AC. B TTON FI T RE, OR SIMILAR FI T RE S PPLIED AND INSTALLED B THE ELECTRICAL 5 BCONTRACTpR DECORA ROCKERS ITCH: D - DENOTES DIMMER LOCATION r S RFACE MO WED ALL LIGHT FI T RE; 3 - DENOTES 3- A S ITCH 1-0 FI T RE S PPLIED AND INSTALLED B THE P - DENOTES ATER PROOF ELECTRICAL S BCONTRACTOR .� i� GARBAGE DISPOSAL, S PPLIED B PL MBER,( CEILING FAN LOCATION, FI T RE INSTALLED B INSTALLED B ELECTRICALS BCONTRACTOR �ii" �\� ELECTRICIAN, ACT AL FI T RE S PPLIED B O NER C, J ALL MO NTED OR RECESSED STEP LIGHT FI T RE S PPLIED AND INSTALLED B ELECTRICAL CONTRACTOR FIE r------ FIELD ERIF C 1 E (STING, LIGHTS, I \J F-ISHO ER g@, S ITCHING I L - J q & O_TLETS I I E (STING BATH I I I II , ITO" TV I I 81k I II I I I I 1 i I E G E (STING i 1 T B THIS-AW4I I DID NOTIiL E I I I - 12.5" SOFFIT - il I 1 - -----------------------------------1\�-- -. jl I 4 ERIF LIGHT 7'10I/2" 1 " / SOFFIT C.H. �� s .� . II I 1 4" I II 1 I I I - U I II I 1 4" O (� It; 4" - I I- ]N II u II 4" - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------------------------------------ i --------------------------------- I 11 II I° I 11 I I I 11 II I �I I' I 11 I I I II I Ir I I I 1 I -0 III,S RFACE MO NTED CEILING LIGHT FI T RE o �\ RH LARGER HEAD; FI T RE S PPLIED AND INSTALLED B THE ELECTRICAL S BCON. STRIP LIGHT FI T RE, I LAMPS, ALL MO NT, 0 FI T RE S PPLIED AND INSTALLED B THE ELECTRICAL S BCONTRACTOR - - - - - - LO OLTAGE L F-D. TAPE LIGHT OR EQ AL, SEE PLAN FOR SPECIFIC LOCATION ® PRO IDE SMOKE DETECTORS PER CODE PRO IDE CARBON MONO IDE CM DETECTORS PER CODE. ELECTRICAL NOTE: L ERIF ALL R T RE AND DE ICE LOCATIONS AND SELECTIONS ITH O NER PRIORTO STARTING ORK. 2 ALL S RFACE MO NTED FI T RE ARE BID B ALLO ANCE LIVITA SITE STRUCTURE 651.755.4513 c MILT ITS +S .L.Lc T LI IT S + S LLC. A W M le b Ln L.L Ln Z z W _0 ® U- 1� J NU z W �he ISS EIRE ISIONS ISS E: DATE: AS-B ILT 12-18-2020 SCHEMATIC 01-02-2020 DESIGN SCHEMATIC 01-10-2021 DESIGN-2 PERMIT SET 05-21-202i RE IE PERMIT SET 06-21-2021 LO ER LE EL ELECTRICAL PLAN SMOKER 36" GRILL El -------------------------� 4W X 32' WOOD BURNING FIREPLACE _ ---- -- I ROOF FRAMING NOTES WALL & DOOR KEY SEE ATTACHED STRUCTURAL NOTES FOR MORE INFORMATION. `';:'."' "R:- NEW CONCRETE BLOCK FOUNDATION ATTACH ALL TRUSS ENDS WITH SIMPSON HISA TIES TO WALL PLATES. USE 1/2" PLYWOOD ROOF SHEATHING, SEE STRUCTURAL NOTES FOR NAILING. NEW FRAMED WALUFURRING PROVIDE MINIMUM I - 2X TRIMMER STUDS AND I - 2X KING STUD UNLESS NOTED. BLOCK SOLID BELOW ALL POSTS TO FOUNDATION. LOCATE GIRDERS AS SHOWN. EXISTING TO REMAIN MARKS THUS, "2", INDICATE NUMBER OF BEARING STUDS REQUIRED. IF NUMBER NOT SHOWN, PROVIDE MINIMUM OF 2 STUDS (3" BEARING LENGTH), FULL WIDTH OF BEAM/HEADER/GIRDER TRUSS MUST BE _ - - _ _ EXISTING TO BE REMOVED, SUPPORTED. - - - - - --------- - - - - - - - - - - -- --- MEND ALL FASCIA BOARD BUTT SPLICES WITH SIMPSON LSTA24 HORIZONTAL STRAP. EXTEND PLYWOOD WALL SHEATHING UP FACE OF TRUSS HEEL AND NAIL TO TRUSSES, STOP SHORT FOR VENTING AS REQUIRED. / / UNLESS NOTED OTHERWISE EXISTING DOOR TO BE REMOVED 1 1, EXTERIOR STUDS TO BE 2X6 AT 16" OC. / \ 1 BUTT EXISTING WALL PLATES AND NAIL TO NEW WALL PLATES AT ALL INTERSECTING WALLS WITH TP311 NAIL II PLATE, I I ATTACH FIRST STUD TO EXISTING STUD/LADDER BLOCKS WITH I/4"X4 1/2" SDS SCREWS AT 16" OC. EXISTING DOOR TO REMAIN REMOVE SHINGLES BELOW NEW OVER -FRAMING. PROVIDE 2X6 OVER —FRAMING AT 16" OC WITH 4 — I OD TOE -NAILS EACH END WITH 2X4 PONY STUDS AT 48" ~— I I OC TO EXISTING TRUSSES BELOW, 4 — 1 OD NAILS TOP AND BOTTOM. PROVIDE 2X10 RIDGE BOARD AT OVER -FRAMING, MITER CUT ENDS. II ; X i PROVIDE 2X8 BEVEL CUT VALLEY NAILER WITH 4-16D NAILS TO EACH EXISTING RAFTER 4-16D EACH RAFTER. 2'0" NEW OR RELOCATED DOOR {° I L I f DOUBLE UP EXISTING ROOF RAFTERS BELOW OVER -FRAMING IF SAGGING MORE THAN A". NEW FINISH CRACKS ARE LIKELY AND CAN BE COMMON IN REMODEL CONSTRUCTION. I° II I 1 tF I® le { " ' ` RELOCATE A/C r------------------------------------------------------------------- - vERIFY I , 1 I DN El I I I 6K h I I IEXISTIi4l ' ( ATTIC I n I I I ti ACCESS \ / i I ► � I �_ ; if I I L --- J { I I I SD 4'3" CH I 1 � I � HEATED FLOORS 1 - -+- HEATED -------------------- -------FLOORS -- I 1 �- laccess 1 I 1 A71H { HEATED ----- I I r I FLOORS M ) 1 I DI DN 1 I I i / I i 8R HEATED / I - --- ------------------ 1 / - - - /f FLOORS / �� f - -+-T-- ---� i I VVP sEF. I P I I III I III D OR BEL MOUNT HIGI — __1 — — FOR SIDE MT, i j --------------- - I -- ---- GARAGE MOTOR i I I Si�E7,�------------ I I I OF INET I 16'0" x TO"I I III I I ` SIDE / III 1 I I OF CABINET �- 1-----J---------------------= ---- I ------------------------J I MAI I PT — — — — ] i — — — — — — — — — —1 — i ELECTRICAL SYMBOLS KEY I I — — — — — �` ( III I DUPLEX RECEPTACLE, MOUNT @ 15' AF.F, UNLESS ELEVATED HEIGHT IS INDICATED -GE.F. EXHAUST FAN / `\ SURFACE MOUNTED CEILING LIGHT FIXTURE I III / I RECESSED CAN FIXTURE USE 5' CANS FURNISHED O J If WITH LARGER HEAD: FI[TURE SUPPLED AND AND INSTALS BY TH E ELECTRICAL SUBCONTRACTOR \ INSTALLED BY THE ELECTRICAL SUBCON. I ( I �I m I ® DUPLEX RECEPTACLE, MOUNT IN FLOOR COUNTER OR --i► DENOTES DIRECTIONS TRIM is. 7� l I I , CEILING: FOLD VERIFY FINAL LOCATION STRIP LIGHT FXTURE, I LAMPS, WALL MOUNT, LAW VOLTAGE CAN FIXTURE, USE 4' CANS, R FIXSU TURE PPLIED AND INSTALLED BY THE LOW PROFILE PLUG MOLDING MOUNT (a� 54' AFF. I 1 I (I I I I AND INSTALLED BY THE ELECTRICAL SUBCONTRACTOR ® R ELECTRICAL SUBCONTRACTOR I I (/2C�P UNLESS ELEVATED HEIGHT IS INDICATED� a � � � LOW VOLTAGE t_ED TAPE LIGHT OR EQUAL, SURFACE MOUNTED CEILING LIGHT FIXTURE; SEE PLAN FOR SPECIFIC LOCATION MICROWAVE, DISHWASHER OR DRYER CONNECTION ® �CTRRIICAL SSUUBBCCONTDRACTR INSTALLED BY THE ® PROVIDE SMOKE DETECTORS PER CODE I III I I I I WAG BUTTON FIXTURE OR SIMILAR ® PROVIDE CARBON MONOXIDE VENT HOOD ABOVE COOK TOP OR OVEN CONNECTION FIXTURE SUPPLED AND INSTALLED BY THE ELECTRICAL M SUBCONTRACTOR DETECTORS PER CODE. I I i '�" C I DECORA ROCKER SWITCH: D - DENOTES DIMMER LOCATION SURFACE MOUNTED WALL LIGHT FIXTURE; I ® I I I N, I 3 - DENOTES 3-WAY SWITCH �O FDCTURE SUPPLED AND INSTALLED BY THE ELECTRICAL NOTE I I I WP -DENOTES WATER PROOF r ELECTRICAL SUBCONTRACTOR I III Ak 1. VERIFY ALL FIXTURE AND DEVICE LOCATIONS 8'0 CH DIS. GARBAGE DISPOSAL.. SUPPLIED BY PLUMBER, �CEILING FAN LOCATION, FIXTURE INSTALLED BY AND SELECTIONS WITH OWNER PRIOR TO STARTING WORK. - - - - - - IIt ------ ----- - - MIN_ 1 r0j INSTALLED BY ELECTRICAL SUBCONTRACTOR �i ��� ELECTRICIAN, ACTUAL FIXTURE SUPPLED BY OWNER 2 ALL SURFACE MOUNTED FIXTURE ARE BID BY ALLOWANCE I I WALL MOUNTED OR RECESSED STEP LIGHT I I FIXTURE SUPPLED AND INSTALLED BY ELECTRICAL L-----------------------------------1-----------------------------------J CONTRACTOR EX - EXTERIOR POST MOUNTED NORTH 651.755.4513 www.livitsitestructure.com Capyright 02021 LR IT $i. + Structure, !LC This drawing contains proprietary information which belongs to UVIT Site + Structure, LLC. Any unauthorized duplication or use is strictly prohibited. ISSUE/REVISIONS ISSUE: DATE - AS -BUILT 12-18-2020 SCHEMATIC 01-02-2020 DESIGN SCHEMATIC 01-10-2021 DESIGN-2 PERMIT SET 05-21-2021 REVIEW PERMIT SET 06-21-2021 MAIN LEVEL ELECTRICAL PLAN STR CT RAL NOTES S E� R (SER) MATERIAL STRENGTHS Structural Steel Fasteners Threaded rods — ASTM A36, Fy = 36 ksi Reinforcing Steel Deformed Bars — ASTM A615, Gr. 60, Fy = 60 ksi Concrete f 'c = compressive strength in 28 days 4,000 psi unless noted otherwise 3,000 psi for footings 31000 psi for masonry corefill Masonry Concrete Masonry Units —ASTM C90 f 'm = net area compressive strength of masonry based on IBC table 2105.2.2.1.2 2,000 psi unless noted Structural Lumber All dimensional lumber - #2 Spruce Pine Fir (SPF) or equal Laminated Veneer Lumber (LVL) E = 2,000,000 psi Fb = 2600 psi Laminated Strand Lumber (LSL) E=1,550,000 psi Fb = 2,325 psi Parallel Strand Lumber (PSL) E = 2,000,000 psi Fb = 29M psi Treated lumber - #2 Souther Pine or equal DESIGN LOADS Roof Dead load 17 psf (7 psf top chord + 10 psf bottom chord) Snow load Roof snow load = 40 psf Floors Dead load 20 psf (10 psf top chord + 10 psf bottom chord) Live loads 40 psf Wind Ultimate Design Wind Speed 115 mph 3 second gust. ExExposure B, I =1.0 Risk Category 11 E ISTING CONDITIONS Contractor shall verify all dimensions, elevations, and details of existing structure where they affect this construction prior to fabrication. Contractor shall take precautions to avoid adding load or stress to any adjacent structures during construction. TEMPORAR BRACING Contractor is responsible for bracing, without overstressing, all structural elements as required at all stages of construction until completion of this project. Provide temporary lateral support for all walls until walls are adequately braced by permanent structure. Shore foundation walls retaining earth until floor framing and basement slab are in place. Use caution when operating equipment adjacent to foundation walls. GENERAL SOIL NOTES The structure has been designed using a presumptive load -bearing value of 2000 psf in accordance with Table R401.4.1 of the 2018 IRC on virgin soil or Compacted granular fill for footings. Presumptive soil bearing value to be verified by a geotechnical engineer where required by the building official per R401.4. Any discrepancies in the assumed allowable soil bearing pressure shall be reported immediately. The existing footings have been assumed to be typical spread footings on good soils that are assumed to be performing adequately. Remove all top soil, uncompacted fill, or other poor soil from the construction area. Slope the site to drain away from the building. Install gutters and downspouts with long extensions recommended. Install drain the recommended. Backfill with granular soils recommended. FOOTINGS/FO NDATIONS All footings are to be formed. All stumps, roots and debris must be removed from the soil to a depth of at least 12" below the surface of the ground in the area occupied by the building. Footings shall be placed on virgin soil or compacted granular fill. Wall footings are cast -in -place concrete with continuous reinforcing placed T clear of bottom and 2" Gear at top and sides. Wall footings are centered under walls and column footings under Columns. Wall footings shall be a minimum of 8" thick with a 4" projection each side of wall. Reinforce with 2 - #4 continuous bottom bars. Column footings shall be a minimum of 10" thick, with plan dimensions as shown on drawing. Reinforce with #4 bottom bars at W o.c. each way. Provide 30 bar diameter lap at splices and full crossing lap at corners and intersections. Tie all reinforcing in place. Set footing reinforcing on chairs or masonry brick to obtain 3" clearance from bottom of footing. Maintain minimum frost depth of 48" for all exterior footings, 60" for deck footings. Top of footing shall be placed W below the to of slabs on grade, or placed to maintain frost depth, whichever is deeper. Step footings in a uniform manner using a 2:1 horizontal to vertical slope. Cast dowels in footing for foundation walls above. Dowels shall be the same quantity, size, and spacing as the vertical wall reinforcing. Dowels shall be 30" long and extend to 3" clear of bottom of footing. Contractor shall be responsible for implementing hot weather concrete requirements per AG 305 and cold weather concrete requirements per ACI 306. Shore all foundation walls appropriately before backfilling and compacting. Where foundation walls support unbalanced load on opposite sides of the building, such as a daylight basement, the rim board shall be attached to the sill with a 20 gage metal angle clip at 24" o.c., with five 8d nails per leg or a connector supplying 230 pounds per lineal foot capacity. Foundations supporting wood shall extend at least 6" above the adjacent finished grade. At foundation endwalls, provide perpendicular full -height blocking at 24" o.c. in the first three joist spaces. Glue and nail to joists and subfloor. Attach to sill plate with 2 — Simpson LS50 clips or equal. The contractor shall verify the location of all existing underground utilities and tanks prior to beginning excavation. The Contractor shall follow IRC Figure R403.1.7.1 for foundation clearances to slopes unless indicated otherwise by the soils engineer. NDERPINNED FOOTINGS The Contractor shall assume complete responsibility for all underpinning and all other temporary, precautionary, or protective construction necessary to brace, support, or retain the building and soils. Design of shoring and bracing shall be provided and designed by others. Underpinning shall be Constructed by a company familiar with this type of work and completed in small sections. Underpinning designs shall be submitted to SER for review, prior to construction. The SER reserves the right, without recourse, to require prompt and effective remedies when deemed that the actual or potential movements of the underpinned structure may cause damage, distress or harm to the structure. CONCRETE Provide ready-mbced concrete per ASTM C94. Portland cement shall be ASTM C150, Type 1. Use only one brand of cement throughout the work. Provide Concrete aggregates meeting the requirements of ASTM C33. Maximum aggregate size shall be 314" for grade beams and slabs. Water shall be clean, free of deleterious amounts of acids, alkalis, or organic materials, and shall be Considered potable. Provide admixtures to reduce water Content, provide air -entrainment, or after the quality of the concrete to meet the job conditions. Place reinforcing 2" clear to outside face and 1 1/2" clear to inside face of concrete wall. Provide #4 x 4'-0" long (equal legs) horizontal reinforcing Corner bars at 18" o.c. at outside Corner of wall and 2 - #4 vertical support bars. All wall openings larger than 12" shall have 2 - #5 at all sides extending 2'-0" beyond each edge of opening with 2 - #5 x 4'-0" diagonal bars at each comer of opening. Wall reinforcing shall be Continuous through columns and plasters. Provide full development and splice lengths per Concrete Reinforcing Steel Institute (CRSI) or ACI 318 requirements. All concrete exposed to weather, freeze -thaw Conditions or de-icing chemicals shall contain 5%- 7"/o entrained air. Slump shall be determined by ASTM C143 as follows: Footings 3" - 4" Walls, columns W - 5" Slabs on grade 7-4- Structural slabs, beams 3" - 4" Masonry grout 8" - 11" Concrete shall not be laid when the temperature of the outside air is below 40 degrees Fahrenheit, unless approved methods are used during construction to prevent damage to the Concrete. All materials used and surfaces built upon shall be free of snow and ice. Wood beams pocketed into Concrete shall be provided with a 1/2" air space on top, end, and sides unless treated wood or steel plates are used. Concrete shall not bear permanently on wood members. SLABS ON GRADE All slabs on grade shall be reinforced with either WWF6x6-W1.4 x W1.4 in center of slab. Slabs on grade adjacent to foundation walls retaining earth shall be a minimum of 31/2" thick. Construction and/or control joints shall occur at a maximum of 8'-0" o.c. at exterior slabs on grade, and at a maximum of 10'-0" o.c. at interior slabs on grade. Construction and/or control joints shall be laid out in a rectangular pattern with tong to short side ratio less than or equal to 1.5 and with no re-entrant Comers. Control joints for slabs on grade shall be saw cut as soon as Concrete can accept it without raveling Do not cut structural slabs or topping slabs. All control/Construction joints shall be continuous and not staggered or offset. Control joints shall be cleaned and sealed for curing purposes as soon as possible. Verify floor finishes and control/construction joint locations with owner and architect. REINFORCED CONCRETE MASONR ALLS Hollow unit concrete masonry shall be ASTM C90. Mortar shall be per ASTM C270: Type M or S for below -grade, load bearing and exterior masonry; Type N for all interior non -load bearing above -grade masonry. All masonry units shall be placed in running bond. Provide special shapes for jambs, columns, pilasters, Control joints, comers and lintels. See plans for location and spacing of reinforcement in walls. When one bar is in a single core, place in center, unless noted otherwise. When two bars are in a single core, place one near each face. Place at least one vertical reinforcing bar in wall corners. Provide Vi" diameter ties 8" oc set into joints in all lintel and bearing plate masonry columns. Vertical steel shall be lapped 48 bar diameters at all splices. Provide full mortar bedded face shells and webs around all grouted cells for full bearing and to prevent leakage into adjacent cells. Grout shall be per ASTM C476. Fill masonry core at vertical columns with 3,000 psi grout vibrated in place. Walt Construction shall not exceed heights of 4'-0" before placement of care grout unless cleanout holes are provided at the bottom of each grout lift, then a maximum height of 8'-0" before placement of core grout. Provide ladder or truss style horizontal joint reinforcing, fabricated with galvanized 9 gauge wire, placed every 2nd course. Provide bond beam with 2 - #5 at all floor lines, roof lines and top of walls. Provide corner bars with 2'-0" legs for each horizontal bar in all bond beams at comers and intersecting walls. Refer to dimension lumber notes for anchor bolt requirements. Masonry shall not be laid or grouted when the temperatures of the outside air is below 40 degrees Fahrenheit, unless approved methods are used during construction to prevent damage to the masonry. All materials used and surfaces built upon shall be free of snow and ice. Wood beams pocketed into masonry shall be provided with a 1/2" air space on top, end, and sides unless treated wood or steel plates are used. Solid grout the masonry voids below beam a minimum of 2 courses below bearing. Masonry shall not bear permanently on wood members. Place control joints in above grade masonry walls such that no straight run of wall exceeds the lesser of 40 feet or 3 times the height. See architectural plans for location and detail of wail control joints. MASONR LINTELS All openings in concrete masonry walls not specifically indicated to have other types of lintels shall have reinforced masonry lintels as follows: 1. 8" deep for spans up to 4'-0". 2. 16" deep for spans from 4'-0" to 8'-0". 3. 4" and 6" wide units to be reinforced with i - #5 bottom. 4. 8", 10" and 12" wide units to be reinforced with 2 - #5 bottom. Where one lintel beam is continuous over two openings, with intermediate support, use 2 - #5 top and 2 - #5 bottom. Extend all lintels a minimum of 8" beyond opening and fill two masonry courses below lintel bearing with grout. All openings in brick -faced or brick walls not specifically indicated to have other types of lintels shall have galvanized or primed and painted: L 31 /2 x 31/2 x 318 ASTM A36 for each nominal 4" of masonry to a maximum span of 5'-0". L 6 x 3112 x 318 LLV ASTM A36 for each nominal 4" of masonry to a maximum span of 8'4% Bear 8" each end unless noted otherwise. Adjust horizontal leg to be 1/2" less than the nominal masonry width for walls that are not comprised of V wythes. Place and install masonry brick.wali ties as described in ACI 530.1 for masonry and stud back up walls. Place control joints in brick veneer such that no straight run of wall exceeds the lesser of 25 feet or 1.5 times the height and minimum one side of openings. CABLE RAILINGS Horizontal cables shall be minimum 1/8" diameter with a minimum yield stress of 80,000 psi and spaced 3" oC with a maximum span of T-0". Design assumes enough tension is developed at each cable to maintain a 4" space between the cables per the IRC. We recommend the cables be installed as close to 70 degrees as possible, and re -torqued when the temperature changes to maintain proper cable tension. Cable railing systems are similar to all deck railing systems that need constant maintenance to perform adequately, such as checking for rotted wood, rusted fasteners, and stretched cables. Maintenance is out of our design control and typically cannot be accounted for in design and shall be the responsibility of the owner. Cables can stretch and expand/contract with temperature changes, we recommend the owner re -torque the cables as required to maintain the proper tension in the cables. We also recommend the base plate fasteners be periodically checked for tightness and rot, similar to standard wood deck railing systems. Cable railings shall have top and bottom horizontal rails and end posts to provide a closed system for the railing design. Refer to manufacturer's recommendations for maximum cable run length, with a maximum vertical cable post spacing of aft. DIMENSION L MBER Design assumes lumber is free of significant splits and checks, and contractor will visually inspect during installation. Sills and all other lumber in contact with concrete or masonry and within 8" of finished grade shall be preservative treated wood. In crawispaces or unexcavated areas within the building foundation, wood shall be preservative treated for joists within 18" of exposed ground and/or girders within 12" of exposed ground. Preservative treated wood shall be in accordance with the American Wood Protection Association, Standard Ui. Treat all cut ends of treated material. All lumber is to be grade stamped, which is to contain grading agency, mill number or name, grade of lumber, species or species grouping or combination designation, rules under which graded, where applicable, and condition of seasoning at time of manufacture. All lumber shall be seasoned to a moisture content of 19% or less, with the indication of "S-Dry" on the grade stamp. All lumber shall be protected from the elements. Sill plates to be bolted to foundation wall with 1/2" diameter galv anchor bolts at4'-0" o.a maximum. Botts to extend 13" minimum into solidly grouted foundation wall. Each sill plate to have a minimum of 2 bolts with one bolt located not more than 12 inches or less than 4 1/2 inches from each end of the plate section. Use 118" x 2" galy washers, slightly crushing plate. Minimum nailing shall be in accordance with Table R602.3(1) of the 2018 IRC unless noted otherwise. All walls shall have a single bottom plate and double top plate. Exterior walls shall be 2 x 6 studs (9 16" o.c. unless noted otherwise. Interior bearing walls shall be 2 x 6 studs @ 16" o.c. unless noted otherwise. Interior non -load -bearing walls shall be 2 x 4 studs 0 16" o.c. unless noted. Typical openings to have a minimum of 2 bearing (trimmer or jack) studs and 1 full -height king stud. Headers not noted to be 2 — 2 x 6 up to 4'-0" span and 2 — 2 x 8 from 4'-0" to 6`4r span. Wood headers shall have a minimum 3" length of bearing at each end or bear the entire length of the bearing studs. Beams shall bear on a minimum of 3" along their length and fully along their width" have a minimum of 2 typical wall studs supporting them. Joists shall bear the full width of supporting members (stud wall, beams, etc.). Provide solid vertical blocking at all joist spaces below wood columns. Provide matching columns to foundation at lower levels below columns comprised of 3 or more studs. All beams and joists not bearing on supporting members shall be framed with Prefabricated joist hangers. 1 14" nails shall not be used at joist hangers unless specified for the specific joist hanger by the manufacturer. 1 15" nails shall not be used for beam and girder hangers. See hanger manufacturer catalog for required nails or screws for 100% allowable loading. Beams or headers made of 2 - 2x's with 1/2' spacer shall be nailed together with 2 — rows 16d nails (.162" x 3 %") at 12" o.c. along each edge, typical for each lumber ply. Nail built up posts made of 2x stud material with 2— rows 16d nails 12" oc each ply, up to 3-plies. Screw built up posts made of 2x stud material with Yk"x6" SDS screws 8" oc staggered for 4-plies. Attach 4-ply LVL beams with 2-rows of V0V SDS screws 24" oc both faces unless noted. Spacing of bridging for joists shall not exceed V-0". Double all joists under parallel partitions or single floor truss. All plywood and OSB shall be installed per American Plywood Association standards, including the use of construction adhesive for fastening to floor joists. All fasteners and hangers in contact with treated lumber shall be G185 hot di galvanized or equal. Lumber grading rules and wood species shall conform to Voluntary Product andard PS 20-99 as published by the Department of Commerce. Grading rules shall be by an agency certified by the Board of Review of the American Lumber Standards Committee. Performance requirements, adhesive bond performance, panel construction and workmanship, dimensions and tolerances, marking, and moisture content of Wood -based Structural -use Panels shall Conform to Voluntary Product Standard PS 2-92, as published by the Department of Commerce. Place sheetrock wall control joints max 30ff apart per the Waft and Ceiling Bureau Technical Bulletin. Do not drill or notch plumbing holes near knots in any framing. OOD TR SSES Responsibilities of the contractor, building designer, truss manufacturer, and truss designer shall follow the publication "TPI 1-2014 National Design Standard for Metal Plate Connected Wood Truss Construction." Truss supplier shall notify SER of any proposed revisions to the layout indicated on this plan. Revisions that affect the structural design will not be allowed without prior written approval by the SER. Verify allowable bearing locations for girder trusses with SER prior to final design stage. Provide metal bearing enhancers as necessary to utilize stud columns shown on plan. All prefabricated wood trusses shall be furnished in accordance with designs prepared using the design loads and span conditions indicated, including designing gable end truss webs for perpendicular to face wind loads. Truss manufacturer shall provide a truss layout and truss drawings prior to beginning Construction. Trusses shall be designed for top and bottom chord superimposed dead and live loads as indicated above. Truss supplier shall design trusses to support additional dead load from, but not limited to, sprinkler lines, and rain leader systems, piping, cable trays, ductwork, etc., as per IBC. Coordinate with mechanical/electrical as required. General contractor to verify location and magnitude of all such loads with truss supplier and SER prior to fabrication of trusses. See architectural plans for attic draft stop locations and design roof trusses accordingly. Live load deflection of roof trusses shall be limited to 1 /360 of the span. Live load deflection of floor trusses shall be limited to 1 /480 of the span. Design trusses for top chord bearing or bottom chord bearing as shown on drawings. Truss Configuration, pitch, overhang, eta shall be indicated on the architectural drawings. Spacing of roof trusses shall not exceed 24" o.c. Spacing of floor trusses shall not exceed 19.2" o.c. Lumber for wood trusses shall be in accordance with manufacturer's recommendations. Truss manufacturer to provide girder trusses, hip jacks, and step-down trusses as required and designed to support all superimposed loads. Provide hip -sets, dormers, and piggy -back trusses as required. Truss manufacturer to specify if roof sheathing needs to be applied before placing "over -framing". Provide metal framing anchors at truss bearing to mechanically fasten truss to wring wall or supporting member as shown in details. Truss manufacturer shall provide truss to truss connection hangers. Bridging, and bracing of truss compression and tension members, shall be installed in accordance with the truss manufacturer's design and directions. No cutting, notching, or modifications of trusses will be allowed without the manufacturer's written approval. Contractor shall provide permanent and temporary diagonal, lateral, and cross bracing in accordance with the publication "BCSI 2018 Building Component Safely Information, Guide to Good Practice for Handling, Installing and Bracing of Metal Plate Connected Wood Trusses" by the Truss Plate Institute and Wood Truss Council of America and as otherwise necessary. For spans longer than 601ft., Contractor shall hire a structural engineer to design the necessary bracing. Permanent bottom chord bracing and web bracing shall be located as shown on the truss drawings and shall be minimum 2 x 4 with 2 - 16d nails to end walls and trusses, lapping two truss spaces at splices. ALL SHEATHING Wall sheathing shall be minimum 15/32' thick APA rated panels, rated for spacing of supporting members. A minimum 32116 span rating is recommended. Block all joints. Provide Exterior or Exposure 1 grade. Panels shall be continuous over two or more spans, and long dimension of panel shall be either perpendicular or parallel to supports. Fasten wall sheathing with Sd nails spaced at 4" o.c. at supported edges and 6" o.c. at intermediate supports. Leave an 1/8" gap at all end and edge joints to allow for expansion. Stagger end joints of panels. Refer to plan and notes for any special shear wall nailing and bolting conditions. Gypsum sheathing to be a minimum of 1 /2" thick fastened with 6d cooler or wallboard nails at 7" o.c. to all framing members unless noted otherwise. ROOF SHEATHING Roof sheathing shall be minimum 15132" thick APA rated panels, rated for spacing of supporting members. A minimum of 32116 span rating is recommended. Provide panel clips, one between each support, for supports spaced greater than 16" o.c. Provide Exterior or Exposure 1 grade. Panels shall be continuous over two or more spans, and tong dimension of panel shall be E: to supports. Fasten roof sheathing with 8d nails spaced at 4" o.c. at supported edges and 6" o.c. at intermediate supports. Leave an 118" gap at all end and edge joints to allow for expansion. Design of roof sheathing assumes that the roof will be properly insulated and ventilated. Refer to APA publication N335N "Proper Installation of APA Rated Sheathing for Roof Applications." FLOOR SHEATHING Floor sheathing shall be minimum 23/32" thick tongue and groove APA rated panels, rated for spacing of supporting members. A minimum of 48124 span rating is recommended. Provide Exposure 1 grade. Panels shall be continuous over two or more spans, and long dimension of panel shall be perpendicular to supports. Fasten sheathing with construction adhesive and 8d nails spaced at 4" o.c. at supported edges and 6" o.c. at intermediate supports. L L DOD MEMBERS LVL members noted on drawings are engineered laminated veneer lumber as manufactured by the Weyerhaeuser Company. Alternate at contractor's option of equal design properties. Sizes shown on plan are actual size. PSL OOD MEMBERS PSL members noted on drawings are engineered parallel strand lumber as manufactured by the Weyerhaeuser Company. Alternate at contractor's option of equal design properties. Sizes shown on plan are actual size. LSL OOD MEMBERS LSL members noted on drawings are engineered laminated strand lumber as manufactured by the Weyerhaeuser Company. Alternate at contractor's option of equal design properties. Sizes shown on flan are actual size. ADHESI WE PANSION ANCHORS Adhesive and expansion anchors shall be provided and installed in strict accordance with the manufacturer's instructions. Adhesive anchoring system to be Hiiti HIT RE 500 adhesive. Concrete screws shall be Hilti Kwik HUS-EZ. Alternate anchoring system may be submitted for approval. "Fast Set epoxy" is not permitted. Reference drawings for additional information and requirements. W 0 651.755.4513 www.livitsitestructure.com Copyright @=I UVIT Site +Str crux", LLC This drawing contains proprietary information which belongs to LIV1T Site + Structure, LLC. Any unauthorized duplication or use is strictly prohibited. i UU Ln Ln Z Z LJJ 1: V O ® U- 00 W C-4 Z U W W ISSUElREVISIONS ISSUE: DATE: AS -BUILT 12-18-2020 SCHEMATIC 01-02-2020 DESIGN SCHEMATIC 01-10-2021 DESIGN-2 PERMIT SET 05-21-2021 REVIEW PERMIT SET 06-21-2021 STRUCTURAL NOTES MAPgX2 1010 � �� 1009.2'� \ x10 11.0 k \ Q 009 GAP EXISTING HARDCOVER CALCULATIONS \ 1010• s g �' LOT AREA: 21,205 SF \ 1009.4 � \ 49.6 . • • • EXISTING BIT. DRIVEWAY: 3,136 \ •'�,k • . , •' CRAB EXISTING HOUSE/GARAGE: 1,938 • EXISTING DECK: 403 • • EXISTING PAVER PATIO: 600 \ \ 1 TOTAL HARDCOVER: 6,883 SFL \ \ °10.2 28.6% \ \ ORN6 \_ \ \ •PROPOSED HARDCOVER CALCULATIONS \\ x101 i011 1 •, LOT AREA: 21,205 SF \\ \ EXISTING BIT. DRIVEWAY: 3,136 EXISTING HOUSE/GARAGE: 1,938 \ PROPOSED SIDE DECK: 281 -10 Vo \ •\ N \ 1012• xr !r J x•', i 1011.5 • :.b3 , \ \ x1 ,NORTH 2.10126 MAP6 \ / 0� .0`�'•' \ 1012.E SP I LANDSCAPE PLAN - OPT15N A SIDE DECK �•' • \ �G �• ,' • , ' ' • Q ;,) ' ' ' • ' L i SCALE: I /8" = I '-0., 281 SF -74- o 0 O� 10 1012, �o �O 1 3. \ Q •'y MAP4 =.t ,�, S / / x .� •� v / �0 10 0140. 0 013.5 \ v3 x 1 \\ MAPI $• • . 014` 6 1015 . \ 0 3. �• o z016 .•• CPS �\ ,r •.x1 .\,.... ... Z 3-SEASON k �� • 10� %. ��. \ PORCH O 10 X • i7Z) � _Zj � i•`: O,,• � Q, off\ •� .�� .1011.2 651.755.4513 www.fivitsitestructure.com Copyright C202I LIVIT Site + Structure, LLC This drawing contains proprietary information which belongs to LIVIT Site + Structure, LLC. Any unauthorized duplication or use is strictly prohibited. UJI1111i W M LL � Ln Z Z Q v0 a^o w ZN �O U X w / p REAR DEC x' ISSUE/REVISIONS 1. •.,•. 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