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HomeMy WebLinkAbout7527 ABLE ST NE APPROVED PLANS DWELLING PLACE GENERAL NOTES • 1. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH THE DRAWING INDEXe we in ace EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT AND FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO DEMOLITION AND CONSTRUCTION. ERRORS, OMISSIONS, AND AMBIGUITIES SHALL BE REPORTED TO THE ARCHITECTURAL ARCHITECT FOR INTERPRETATION AND CORRECTION IN WRITING PRIOR TO COMMENCEMENT OF WORK AFFECTED. THE ARCHITECT HAS THE AUTHORITY TO MAKE MINOR CHANGES Fridley, lnneso a NOT INCONSISTENT WITH THE PURPOSE OF THE WORK WITHOUT INVOLVING EXTRA COST Al SITE PLAN , ROOF PLAN , NOTES TO THE OWNER. 2. NEW CONSTRUCTION TO COMPLY WITH ALL LOCAL BUILDING CODES AND ORDINANCES. A2 FLOOR PLAN , ELEVATIONS, SCHEDULES 3. MECHANICAL & ELECTRICAL ENGINEERING BY OTHERS. A3 BUILDING ELEVATIONS, SECTIONS 4. SEE STRUCTURAL GENERAL NOTES FOR REINFORCING, STRUCTURAL SUPPORTS AND MATERIALS. I 5. FIRESTOP AROUND ALL MECHANICAL AND ELECTRICAL PENETRATIONS IN RATED WALLS AND A4 CODE REVIEW, REFLECTED CEILING PLAN AND CEILINGS WITH UL APPROVED FIRESTOPPING MATERIAL. ROOF FRAMING PLAN 6. INSTALL EXIT SIGNS AND ALARMS TO COMPLY WITH ALL LOCAL FIRE AND BUILDING CODES. o A 5 EXISTING CONDITIONS SURVEY 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE MOISTURE TREATED. 8. PROVIDE WOOD BLOCKING IN WALLS FOR ALL WALL MOUNTED EQUIPMENT. Q RESIDENCE a � �a 9. VERIFY DIMENSIONS AND LOCATIONS OF ALL CASEWORK AND APPLIANCES. z o �, oz No. 7539 10. VERIFY DOOR HARDWARE, LOCKS, AND SECURITY SYSTEMS COMPLY WITH HANDICAP, EXIT, a AND OWNER REQUIREMENTS. q H w w 11. SELECTION OF ALL FINISH MATERIALS AND CASEWORK BY OWNER. o N 12. RESTORE POSITIVE SLOPED GRADE AWAY FROM BUILDINGS AND SOD ALL AREAS DISTURBED H N DURING CONSTRUCTION. v w CIA13. VERIFY ALL MASONRY, CONCRETE FOOTING AND SLAB ELEVATIONS AS NOTED AND SHOWN U � �Q ° C° IN SECTIONS, DETAILS, AND SHOP DRAWINGS. o � F � w � I � � I z � SERV EXISTING FENCE o a --------- TO REMAIN 27'_0» " S 89e 3 , 3 44 E 120.00 ----- -- --- I RAIN 2400 PROPERTY LINE GUTTER OVERHANG ALL SIDES ALL SIDES 20'-0" 0 23'-0" 20'-0" 9'-4" 4_4 --------- WELL = SOD SOD EGRESS NEW 3' F — — — — — — — — — — — — — — .� -------- CONCRETE - SIDEWALK a a ( REMOVE FIRE RING I o 1 REMOVE :: . . . ... :. h SOD )�-�— �: BITUMINOUS. : O I. PARKING PAD. .. `� w RESIDENCE I` ASPHALT RIDGE 24" .� y �\ �'_ :I SHINGLES VENT OVERHANG N o. 7529 SOD I; ::. .. . ALL SIDES > d O — Q 4 4/12 RAIN � M o ':..: L :, GUTTER 7- a RELOCATE — — — - — —• — —:�\ ALL SIDES J - OVERHEAD 3: �j REMOVE WIRES \,. Y ,> ,.`/ -" m 26 TREE BUILDING A I-- D Ld WW ci EXISTING w . Ld co : z O CONCRETE W o Z . PATIO czn wJ w TO REMAIN BUILDING A REMOVE w Ldw z O I PLANTER LLJ ~ w m o EXISTING CONCRETE WALK rn v (10 (j N W a Q0 — J W z0 w � m m REMOVE 1 .. CD z z m W Q V) SOD CONCRETE O z w SIDEWALK : . O N m Q w m i - RAIN 12" a GUTTER OVERHANG . NEW.7_X�23 _ ° d a a- d -. rT, o 7 , d ° ° CONQ..:.SIDEWALK•: . .� NEW 3' I ° a! ✓° a ° BETWEEN. BLDGS. . RESIDENCE CONCRETE / / i ° / �° a . . . 6" 6" SIDEWALK OVERHANG ASPHALT �" OVERHANG No. 7527 SHINGLES RIDGE SOD VENT REMOVE BITUMINOUS SOD / / / / / / / / / / / / DRIVEWAY °' BUILDING B /BUILDING/ B01 35'-0" REMOVE EXIST. 22.0 GARAGE, CONC. SLAB AND FTGS / / / / / / / SOD W SERV 12" �, w _ w GAS © I WELL — — — — — — GUTTER OVERHANG Q I METER I I EGRESS - - - - - - — — � 24'-0" 00, o SOS 23'-0" �\ 20'-0" .00 r� I _\ I I o I 1� ' I I I, I ` I 0 2 ROOF PLANS PROPERTY LINE Al 1/8" = V-0" ----------------- S 8 9°3 3'44" E 12 0.0 0 �� ------------- Q T T °' STRUCTURAL NOTES 1. 2020 MINNESOTA BUILDING CODE TO APPLY (INCLUDING THE 2018 IRC) 2. CONCRETE STRENGTH FOR FOOTINGS TO BE f'c=3000 PSI 35'-2" 62'-8$$ 3. CONCRETE STRENGTH FOR SLAB ON GRADE INSIDE AND EXTERIOR TO BE f'c=4000 PSI 4. CONCRETE MASONRY BLOCK TO BE ASTM C 90 (f'm=2,000 PSI MINIMUM) z N 5. MASONRY MORTAR TO BE TYPE 'S' RESIDENCE 6. CONCRETE REINFORCING STEEL FOR BOTH CONCRETE SLABS AND MASONRY TO BE N o. 7515 1 SITE PLAN GRADE 60 (60,000 PSI) DRAB CHECKED Al 1/8" = 1'-0" W 7 f'R0UT 2 T FOR PSI ASONRWITH BY, CORES P AT REINFORCING BARS TO BE FILLED WITH PEA GRAVEL DATE PROJECT NO. 8. WOOD MEMBERS TO BE DOUG FIR-LARCH OR SOUTHERN YELLOW PINE #2 OR BETTER 5-12-2022 Th D 11 9 P1 5 9. WOOD TREATED MEMBERS TO BE SOUTHERN YELLOW PINE #2 OR BETTER. PLAN NORTH 10. ROOF TRUSSES AND GIRDER TRUSSES TO BE DESIGNED BY A REGISTERED ENGINEER IN THE STATE OF MINNESOTA 11. PLYWOOD TO BE CDX IF NOT EXPOSED TO THE INTERIOR. Al 12. SOIL BEARING ASSUMED TO BE f'BRG=1,800 PSF WITH NO SOIL REPORT. 1 OF 4 SHEETS 16'-0" 17'-4" J# 7'-0 J# 43'-4" 3'-4" 3'-4" 3'-4" 38'-8" 3'-4" 9 9 00 GYP. BD. SOFFIT 3 SIM 3 \ TOP OF 8" MASONRY AT DOOR OPNGS. EL.99.67 4" CONCRETE SLAB W/6X6-10/10 WWF \ / \ I 10 MIL VAPOR BA FRIER - O.H.CAB. O.H.CAB. O.H.CAB. 4" CONCRETE SLAB W/6X6-10/10 WWF I ao 2" RIGID INSULATI N 4'00 1 " BACKSPLASH 6" COMPACTED SA D / \ / 10 MIL VAPOR BARRIER 2" RIGID INSULATION 6" COMPACTED SAND III I \ \ / I CONTRACTION JOINTS TOP OF AT 11' O.C. (MAX) _N \ / / I 1'—g" CONC.SLAB SPACE EQUALLY IN 1'-8" 1'-8" TOP OF EL. 100.00 BOTH DIRECTIONS CONC.SLAB _ EL. 100.00 0 0 wQ� I / — \L/ L, I " � �� 2'-O 1 -4 3 -4 1 -6 1'-10" 6'-0 ;.,� N N REFRIG. BASE BASE CAB. DISH SINK STORAGE CABINETS o 1 COURSE 6" CONC. BLK. a CAB. WASH. CAB. I 1 COURSE 6" »CONC BILK. 4 COURSES 8" CONC. BILK. �4 w 3 KITCHENETTE ELEVATION I 4 COURSES 8 CONC. BLK. � Q w TOP OF MASONRY L.100.33 (TOP OF MASONRY EL.100.33) CONTRACTION JOINTS ( ) AT 14' O.C. (MAX) � SPACE EQUALLY IN �- A2 3/8" = 1'-0" I 1'-8" X 10" CONCRETE FTG. o 1'-8" X 10" CONCRETE FTG. BOTH DIRECTIONS o NN W/(2) #5 REINFOR ING-CON'T. W/(2) #5 REINFORCING-CON'T. x w 7'-7" (BOTTOM OF FOOTING EL.96.16) (BOTTOM OF FOOTING EL.96.16) Q ° " BUILDING A TOP OF 8" MASONRY AT ri W W 'Ile D102 B U I L ING B �n DOOR OPNGS. EL.99.67 TOP OF 8" MASONRY AT —GYP. BD.� I i� I O.H. DOOR OPNGS. EL.99.67 ---- L9' X 7' O.H. DOOR 9' X 7' O.H. DOOR 9' X 7' O.H. O0R 9' X 7' O.H. DOOR J FOLD DOWN DIAPER i / \\\ / 3'-6" 12" CHANGING — TABLE i i 5 \ 012" U i Lo i \ / � 91 5'-0" DIAMETER J8 A2 6 120" MIN in �I / - 18 GRAB BAR FOUNDATION PLAN 9 -° -4 9 -°ll 2'- -p 9 -°ll -4 9 -° U UNOBSTRUCTED 00 / TURNING SPACE 3 R BAR \ 7 — - / = A2 Ids 1/4" \ / z w \ SIN o \ o r - \� 17'-4" 7'-0" 43'-4" 0 I O Of \ N 8'-8" 8'-8" 14'-8" 14$-0" 11'-8" D101 w •'� U 7 TOILET PAPER 4" COVED BASE HOLDER 13 3 3 �a a \ O _ � � o:) W1 W1 TYP TYP W1 � �-I Q o 4 HANDICAP TOILET PLAN 5 ELEVATION I 6' WHITE�I�BOARD D105 A2 3/8" = 1'-0" A2 3/8" = 1'-0" I - \ - MECH I I O U w M 0o I PROJECTIOi SCREEN I • 102 7,-6„ 7'-7" D201 \ 00 I STORAGE I WALL TRACK / N \ CABINETS I 0j UTILITY I I / 00 SINK CO D102 _ I I� FUTURE I / -GYP. BD. � GYP. BD.� 9 2'-0" I GAGAGE WALL 3 4 3 Is I I I SPACE 2 w1 Jim 3 �'-o" 3 I I 105 , 6" 3'-0" PAPER TOWEL/ \ 11 TOILET '-- I�lw I I VINYL FLOOR 2 SOAP DISPENSOR I L I I I I 11 2'X3' o \ \ 3 Y MULTI-U.. E SPACE 6 101 �`�I SOFFIT ABOVE ASSEMBLY 3�1 9 -3 1/2 3 - 2 CERAMIC I _ o AND STORAGE o 18 GRAB TILE MIRROR \ 8 l l I KITCHENETTE SPACE. 1— — — IFY VERIFY )fYP I 3 3 AR GR B BAR 00 \ 3 N W1 2 0 W1 INK i 103 1 4 I 5'-3" N H 00 D101 / 'c0U TER \ sq = O D101 I I I FOLDING w O / IO CA N BASE I WALL 6' WHIT BOARD W 0o SINK I w SINK / = P OJECTI N SCREEN BUILDI G B - I 9 0 o I ENTRY_I I R�F. I BUIL ING A 3 N i / / 400 SQ.FT. (GROSS) 100 L J I 1000 SQ.FI . (GROSS) I N I I N Q CO l > _ I N > _ `.J N J v _ / l "00 8'-3 1/2" 2'-s 1/2" I STORE �_ r a TOILET PAPER 4" COVED BASE 8N 4" COVED BASE I - 106 FINISHED C° D106 I \ I > HOLDER 2'-3" 3'-6" 2'-6" 2'-0 " D200 D100 / ,� I I WALL w 7'-6" 1'-5" MIN" _l _l I I > I Q ELEVATION 7 ELEVATION �_ - 6 a ° a a 9' X 7' O.H. DOOR 9' X 7' O.H. DOOR 9' X 7' O.H. DOOR'o w v 9 X 7 O.H. DOOR a ° a. v . v A2 3/8" = 1'-0" A2 3/8" = 1'-0» %. a v. a d' a Q. CONCRETE APRON — v. _Q a I W 3 v a a . v d a d 7'-6" 1'-4" ° ° - r� ROOM FINISH SCHEDULE F FLOOR DOOR SCHEDULE 9'-°" '-4' 9'-0" 2'-0" 9'-0" '-4' 9'-0" F1 CARPET I— F2 CERAMIC TILE FRAME DOOR U NOTE 13 10 2 FLOOR PLAN U F3 CONCRETE (SEALED) z O = F4 VINYL 1. FOLDING WALL TO BE PROVIDED AND INSTALLED BY OTHERS. 5 N Q —GYP. BD.- z A2 1/4" CD CD0 < VERIFY DIMENSIONS, INSTALLATION DETAILS AND STRUCTURAL ROOM m U) z z U) B BASE SUPPORT WITH QUALIFIED STRUCTURAL ENGINEER. o NAME o L J J J � B1 WOOD Y � w w w A FOLD DOWN O OJ Q Q W W O B2 CERAMIC TILE Q 0 >_ >_ N ~O g,-p„ o m L� m U U z B3 VINYL 3'-4" 5 -4 2'-8" 3'-0" 2'-4" 3'-0" DIAPER CHANGING ASSEMBLY BUILDING A � m � � � � z TABLE- B4 CARPET CERAMIC TILE i - 100 ENTRY F4 B1 W1 C1 CH1 1 B6 MASONRY D100 100 2 A S1 1 HR 1,2 HM HM HM HM HM WOOD ALUMINUM 5 -10 1/2 W1 D101 101 1 C S1 1,3 ao 101 TOILET F2 B2 C1 CH1 2 W WALLS 102 MECHANICAL F3 63 W1V2 Cl CH1 W1 GYPSUM BOARD-PAINT D102 102 3 B S2 1 HR 1 INSUL. ALUMINUM w W2 CERAMIC TILE D105 105 1 A S1 1 HR 1,2 _ TEMP. _ J 103 KITCHENETTE F4 B1 W1 C1 CH2 3,4 N N GLASS N 0 0 0 N rn 0 C CEILING D106 106 1 C S1 1,3 I l I I I I I I 104 ASSEMBLY SPACE 1 F1 B1 W1 Cl CH1 Cl GYPSUM BOARD-PAINT � W1 AWNING 105 ASSEMBLY SPACE 2 F1 B1 W1 Cl CH1 D200 200 1 A S1 1 HR 1,2 Q M DRAWN CHECKED w 106 STORAGE F4 B1 W1 Cl CH1 CH CEILING HEIGHT D201 200 1 A S1 1 HR 1,2 PELLA WINDOWS (3016CA21 ) RWF RWF CH1 8'-4" S SIZE VERIFY WINDOW DIMENSIONS & DATE PROJECT NO. ' DETAILS WITH SELECTED WINDOW 5-12-2022 4" C.T. COVED BASE CH2 7 -8 S1 3 -0 x 7 -0 S2 2'-4 x 7'-0 200 STORAGE BUILDING B F3 B3 W1 C1 CH1 1 2 3 MANUFACTURER. NOTES A B C GARAGE DOOR g ELEVATION NOTES 1. PROVIDE ALL DOOR HARDWARE, LOCKS, AND 9 FRAME TYPES �o DOOR TYPES 1. PROVIDE WALK-OFF FLOOR MAT SECURITY SYSTEMS AS REQUIRED. COMPLY WITH � � WINDOW TYPE A2 3/8" = 1'-0" 2. CERAMIC WALL TILE TO 4'-0" - GYP. BD. ABOVE ALL HANDICAP AND EXIT CODE REQUIREMENTS. A2 1/4" = 1'0" A2 1/4" = 1'0" A2 1/4" = 1'0" 3. VINYL FLOOR OUT 24" FROM BASE CABN'T. (SEE PLAN) 2. THERMAL INSULATED DOOR AND FRAME. A2 4. 8" SOFFIT ABOVE UPPER CABINETS 3. SOLID CORE WOOD DOORS W/OAK FINISH VENEER. 2 OF 4 SHEETS 7'-7» RIDGE VENT RIDGE VENT ASPHALT SHINGLES RIDGE VENT RIDGE VENT ASPHALT SHINGLES 1O RAIN GUTTER ASPHALT SHINGLES 11 RAIN GUTTER 14 LAP SIDING AWNING WND. 12 12 LAP SIDING SIM " LAP SIDING LAP SIDING AWNING WND. 4� 4� 12 RAIN GUTTER A 14 TRUSS BEARING TRUSS BEARING 4� EL. 108.43 EL. 108.43 13 UTILITY SINK 00 00 H.M. DOOR r — 4 D102 I TOP OF FIN. I TOP OF FIN. & FRAME 00 CONC. FL. SLAB 00 CONC. FL. SLAB EL. 100.00 EL. 100.00 0 IF BOTTOM of C) BOTTOM OF 12 MECH. RM. PLAN I FOOTING I FOOTING EL. 96.16 _ _ _ — — — i — — — — — — — _ _ EL. 96.16 3/8 = 1 -0» 0 1 EAST ELEVATION 2 NORTH ELEVATION 5 EAST ELEVATION 6 NORTH ELEVATIONCIA W a M A3 1/8" = V-0" A3 1/8" = V-0" A3 1/8" = V-0" A3 1/8" = 1'-0" o o GYP.BD. � �GYP.BD. � � c z MOP 11 9 9 HANGER x g H w 3 3 3 F �� F wi SIMaz� o N 12 4 _ ow o 12 12 c� TRUSS BEARING 4� TRUSS BEARING 4� CERAMIC � CERAMIC TILE EL. 108.43 EL. 108.43 TILE D102 \ Q ~ � o w � 00 FAUCET 00 Tn FAUCET w As H.M. DOOR o Q a F Q I' TOP OF FIN. & FRAME I TOP OF FIN. SERVICE SERVICE 00 CONC. FL. SLAB SINK SINK EL. 1 .0 SLAB EL. 100.00 0 / o EL. 100.00 o BOTTOM OF BOTTOM OF ri I FOOTING _ _ _ _ _ _ _ _ _ I FOOTING dk EL. 96.16 — — — _ — _ _ _ _ i� EL. 96.16 — — — — 1] 2'-0» 4" VINYL 4» VINYL 2,-0" V 11 BASE BASE 3 WEST ELEVATION 4 SOUTH ELEVATION 7 WEST ELEVATION 8 SOUTH ELEVATION 13 MECH. RM. ELEV. 14 MECH. RM. ELEV. 4 A3 1/8" = V-0" A3 1/8" = V-0" A3 1/8" = V-0" A3 1/8" = 1'-0" A3 3/8" = V-0" A3 3/8" = V-0" U � o BUILDING "A" BUILDING "B" a� U w �Iw ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLEScz 2-LAYERS 15# FELT 2-LAYERS 15# FELT 2-LAYERS 15# FELT '� rN 5/8" ORIENTED STRAND 5/8" ORIENTED STRAND 5/8" ORIENTED STRAND �'--i o BOARD SHEATHING BOARD SHEATHING BOARD SHEATHING U ¢ w M 41 ��,0" ��ELO ENERGY-HEEL ROOF TRUSSES 4 1� ��,0" SN�ELO ENERGY-HEEL ROOF TRUSSES 4� �,,p" SN�ELO ENERGY-HEEL ROOF TRUSSES �-`'+ N �P�ER S BY TRUSS MFR. ER BY TRUSS MFR. R BY TRUSS MFR. SCE UNFACED FIBERGLASS AGE UNFACED FIBERGLASS AGE UNFACED FIBERGLASS FLASHING PAR F�Ow INSULATION R-49 FLASHING PAR F�ow INSULATION R-49 FLASHING PAR F�Ow INSULATION R-49 TRUSS BEARING 6 MIL POLY VAPOR BARRIER TRUSS BEARING 6 MIL POLY VAPOR BARRIER TRUSS BEARING AA 6 MIL POLY VAPOR BARRIER EL. 108.43 EL. 108.43 rEL. 108.43 ` 1-LAYER 5/8" PROPRIETARY 1 X 4 CEDAR TYPE X GYPSUM BOARD 1 X 4 CEDAR ;� ------ - 1-LAYER 5/8" PROPRIETARY 1 X 4 CEDAR 2' (2) 2X8 HEADER FASCIA 2' ol (GA FILE NO. FC 5517) FASCIA TYPE X GYPSUM BOARD FASCIA WD BLOCKING 1 X 8 CEDAR 1 X 8 CEDAR FASCIA 1/2" GYPSUM BOARD FASCIA (2) 2 X 12 (GA FILE NO. FC 5517) HEADER FASCIA r CONTINOUS 6 MIL POLY VAPOR BARRIER CONTINOUS CONTINOUS < AWNING WINDOW i 0 '- SOFFIT VENT SOFFIT VENT SOFFIT VENT rn = w 2 X 6 STUD WALL @ 16" O.C. (PRE-CUT 7'-8 5/8") INSTALL VERTICAL SECTION OF O.H. TRACK AND I � 1/2" CEDAR 1/2" CEDAR GARAGE DOOR ONLY. LOCK DOOR IN PLACE. 1/2" CEDAR WOOD TRIM o" O PLYWOOD SOFFIT -FIBERGLASS INSULATION R-21 PLYWOOD SOFFIT SEAL AROUND DOOR AND FLOOR FROM INSIDE. PLYWOOD SOFFIT 1/2" GYPSUM BOARD U W Z 3/4" PLYWOOD OPTIONAL � 3/4" PLYWOOD 3/4" PLYWOOD 6 MIL POLY VAPOR BARRIER Z BAFFLE " " °° „ BAFFLE BAFFLE H 090 GLASLINER FRP FROM TOP OF 6 CMU TO "TYVEK" HOUSE WRAP 2 X 6 STUDS @ 16" O.0 p.., T 4'-0" HIGH AROUND PERIMETER OF WALL T " T I � LAP SIDING 0 N 2 X 4 STUDS @ 16 O.0 '00LAP SIDING 'FIBERGLASS INSULATION R-21 N O 1/2" X 16" ANCHOR BOLT FIBERGLASS INSULATION R-11 1/2" X 16" ANCHOR BOLT r W " "TYVEK" HOUSE WRAP @ 4'-0" O.C. [� TYVEK HOUSE WRAP @ 4 -0 O.C. 6 MIL POLY VAPOR BARRIER 0 2 X 6 TREATED SILL PLATE 1/2" GYPSUM BOARD 2 X 6 TREATED SILL PLATE W U 1/2 CDX EXTERIOR I W SILL SEALER 1/2" EXPANSION MATERIAL 1/2 CDX EXTERIOR W/SILL SEALER ;� W PLYWOOD SHEATHING / 2 X 6 TREATED SILL PLATE PLYWOOD SHEATHING CJ 1/2" EXPANSION MATERIAL #4 BARS @ W/SILL SEALER 1/2" EXPANSION MATERIAL Q TOP OF TOP OF 16" O.C. 4" CONCRETE SLAB TOP OF " 4 CONCRETE SLAB 4 CONCRETE SLAB I MASONRY FLASHING W/6X6 X 10/10 WWF TOP OF MASONRY W/6X6 X 10/10 WWF TOP OF MASONRY FLASHING W/6X6 X 10/10 WWF TOP OF W Q EL. 100.33 WOOD CONC.SLAB EL. 100.33 SLOPE 1/8"/FOOT _ WOOD CONC.SLAB EL. 100.33 WOOD CONC.SLAB 6" CMU BASE EL. 100.00 —� BASE EL. 100.00 6" CMU BASE EL. 100.00 FINISHED GRADE ` '" 'x _ 7*7. . x X x FINISHED GRADE ..:�4,:}:>'v.,.nF hr,::`a.,'.":�..°,::�,�r.. 7f � ''.•`.• R;Giai;�.;F;<1,•i,,,•:,.. :+'•�rx;:a.:.>'..•'i:r:!er�tM1� ...; fir.. ff ,r:J,x',,.::>'.:.,..:r:iur5,`M1:N-�...',:: ,>.. ff (SLOPE AWAY FROM ,� a,;+ .. , . �� :: '. .•.gyp ..,,:�,�,• -_- 6 COMPACTED SAND BASE (SLOPE AWAY FROM • > 6 COMPACTED SAND BASE 6 COMPACTED SAND BASE '> :-. �:�• .,;. FOUNDATION) 8 BOND BEAM ..�. _,. �,,� ,...:�::��. NEW :.... ._;•._:• :...,....x. FOUNDATION 8 BOND BEAM N W/(1) #5 CONT. 10 MIL POLY VAPOR BARRIER UNDER SLAB N BITUMINOUS (1) #5 12" 8 BOND _ ) W/(1) #5 CONT. I I DRIVEWAY CONT. BEAM 10 MIL POLY VAPOR BARRIER UNDER SLAB N 10 MIL POLY VAPOR BARRIER UNDER SLAB 8" CMU 2" EPS RIGID FOAM INSULATION R-10 (1)#5 CONT. 2" EPS RIGID FOAM INSULATION R-10 8" CMU 2" EPS RIGID FOAM INSULATION R-10 @ PERIMETER & UNDER CONC. SLAB 8" CMU @ PERIMETER & UNDER CONC. SLAB @ PERIMETER & UNDER CONC. SLAB w #5 REINFORCING #5 REINFORCING BOT. OF @ 6'-4" O.C. BOT. OF #5 REINFORCING BOT. OF @ 6'-4" O.C. Q FOOTING s: " FOOTING @ 6 -4 O.C. :. +. _ FOOTING .:::... EL. 96.16 " '.`' EL. 96.16 ':`� EL. 96.16 o z (2) #5 REINFORCING (2) #5 REINFORCING (2) #5 REINFORCING CONTINUOUS 20„ CONTINUOUS 20»» CONTINUOUS 20" 9 TYPICAL WALL SECTION 10 SECTION @ GARAGE DOOR WALL 11 SECTION @ WINDOW (TYP.) z A3 1/2" = 1-0" A3 1/2" = 1-0" A3 1/2" = 1-0" DRAWN CHECKED RWF RWF DATE PROJECT NO. 5-12-2022. A3 3 OF 4 SHEETS I �� fr l s �P 1 1 l�t 0 Denotes Found Iron Monument Ij 1 O Denotes Iron Monument 0 Denotes Wood Hub Set for excavation only Existing Conditions Survey For. Denotes Existing Contours THE DWELLING PLACE `/ Denotes Proposed Contours X000.0 Denotes Existing Elevation Property located In Section 000.0 Denotes Proposed Elevation 12,Township 30,Range 24, Denotes Surface Drainage Anoka County,Minnesota Basis for hearings is assumed No. 7539 h a889.5 690.59 34.5 92.2 63.5 \ i i 90.21 i �� � -- --� I tcc � 888.94 90.30 �9i i ------ -- 0 se ----- i B9/.e S 89 3344 E 120.00 \ - Power v nil va Pric nce on + 189 l.Y 1 r/ 89/.6 X O ---_ X89/.4 89/. oP % ,590.,5; 8 uy 9/.l IX l 89/.9 O Egress X -59 i 4590.9 ;Ancho X \--892-- 2.7Fell 1592.71 8 /.5 592.0 Fire_Ring r tcc r \ 2 (('y`,69/.5 09/.4 63.0 889.2 692.3 ` \\ J 888. 666.69 4 \ ey p 091.4 \� 2A v i Residence 2F" 59/.o a / ro i i No. 7529 B9/.e 59 t�892.5 N O tcc _ --- ` 10 889.13 5 00 1 L I Mo.9 4591.6 891/.5 O O II` 4 59 1.5 1391.2 j LLI tcc j tcc 88l:OConc. Walk 5 Joy 6 FFE � s� 889.06 L t �o �0 1 o a g 89/.2 Q � 890.0/ 890.29 \ 89/.6 894.3 et' 69 1.4 �� co 889.9 89/. ✓G - - 10 o / I _ 00> r9'$0 691.3 1 1_/ O / \ -g91-- 89/.3 890.7 20.3 Z l tcc Q Residence 22.l I605.9 888.65 (n NO. 7527 Bitu rnous 0 (590.9 Drive ay �I Mo X O Garage O GF o \ c� N 590.5 ro o - N 6.44 888.48 (A 890.4 i 1 35.0 X ,59/\ 22.0 1,591.2 iwel6 '591.6 ----- , O 22.P 690.2 8 .8 WS-� Sery ' ter PeSs - 1 2"6cls O X 691.3 i 890. 0„ of 1 \ tcc Srgn i 890.3 890. 8 O. 888.72 869.87 --- ` \ /'S 8903T44" E 120.00 ---- J 0e.2/ 889.64 669.5/ I p \\ ; 866.43 35.2 \ 691.3 8 0.4 62.8 it Residence No. 75/5 Hardcover Lot Area l 0,350 sq ft Building 1,447 sq ft Garage 457 sq ft Concrete Patio 255 sq ft Stoop 40 sq ft Conc. Sidewalk 54 sq ft North Driveway 363 sq ft South Driveway 450 sq ft Total 3, l 79 sq ft Percentage 30.6262 Property Zoned R-2,Two Family Dwelling District Building Setback Requirements per Zoning Ordinance Front-35 feet Side(Interior)- 5 feet Side(Street)-17.5 feet Rear-A rear yard with a depth of not less than twenty-five percent(25%)of the lot depth is required with not less than twenty-five(25)feet permitted or more than forty (40)feet required for the main building. Benchmark:Anoka County GPS NOTE: The only easements shown are from plats of record or information provided by client. Legal Description Project No. 89983 Scale. 1 = 20' 1 certify that this survey,plan,or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under Lot 6, Block 2,NAGEL'S WOODLAND F.B.No. 1121-68 Drawn By Xe the laws of the State of Minnesota Anoka County, Minnesota Address: 7527 Able Street Surveyed this 11th day of April 2022. Fridley,MN DEMARC rev 04.20.22 water service LAND SURVEYING & ENGINEERING 7601 73rd Avenue North (763)560-3093 Signed Minneapolis,Minnesota 55428 Demarclnc.com Gr g ry R. rasch,Minn.Reg.No.24992 F:\survey\nagels woodland\6-2 nagels woodland\01 Surveying-89983\01 CAD\01 Source\01 Survey Base.dwg 2021 IBC CODE INFORMATION BUILDING 'B' ® F3 PROJECT NAME: THE DWELLING PLACE I I o USE AND OCCUPANCY CLASSIFICATION: o LOCATION: FRIDLEY, MINNESOTA S-1 MODERATE-HAZARD STORAGE TOTAL = 400 SF (GROSS) ANOKA COUNTY OCCUPANCY LOAD (TABLE 1004.1.2) F�3 F1 I 1 1 APPLICABLE CODES: 'F1 F1 I I F1 I I 1. INTERNATIONAL BUILDING CODE 2021 EDITION 1. ACCESSORY STORAGE SPACE 2. INTERNATIONAL FIRE CODE 2021 EDITION 400 SQ.FT. (GROSS) ® 300 SQ.FT./OCCUPANT = 2 OCCUPANTS I I1. 3. MINNESOTA STATE BUILDING CODE 2020 EDITION 'n I I I 4. MINNESOTA FIRE CODE 2020 EDITION » TYPE OF CONSTRUCTION (TABLE 601) 2 -10 5'-4" 5 -4 2 -10 1 `n 5. MINNESOTA ENERGY CODE 2020 EDITION TYPE VB WITHOUT AUTOMATIC SPRINKLER I CONTINUOUS SOFFIT I 6. FRIDLEY ZONING ORDINANCE CURRENT EDITION ( ) I ABOVE CABINETS I LOCATION ON THE PROPERTY (TABLE 602) F1 _ I 1 1 BUILDING 'A' FIRE RESISTANCE RATING FOR EXTERIOR WALLS = 0 I I I (EXTERIOR WALL FIRE SEPARATION DISTANCE 10< X <30 F1 F2 LED LIGHTING I _ I FOLDING WALL TRACK USE AND OCCUPANCY CLASSIFICATION: UNDER O.H. CABINETS 1 1 B BUSINESS 5 5 - ALLOWABLE BUILDING HEIGHTS & AREAS (TABLE 503) 1n 1 2'-8" 5'-4" 5'-14" 'n '-4" 5' '-4" 2' 6" z SMALL ASSEMBLY SPACE (SECTION 303.1.2) 725 SF ALLOWABLE HEIGHT: ACTUAL HEIGHT: ACCESSORY STORAGE, MECHANICAL & TOILET 170 SF GROUP S-1 - 40 FEET (1-STORY) 8.5 FEET (1-STORY) ® I I I w o N TOTAL 895 SF (NET) ALLOWABLE AREA: ACTUAL AREA: F1 GROUP S-1 - 9,000 SQUARE FEET 400 SQUARE FEET I I z o a °z OCCUPANCY LOAD (TABLE 1004.1.2) F1 BUILDING B BUIL ,ING A 1 a 1. SMALL ASSEMBLY SPACE 4'-0" 5'�4" 1 z wi AUTOMATIC SPRINKLER SYSTEM - NOT REQUIRED 725 SQ.FT. @ 15 SQ.FT./OCCUPANT = 48 OCCUPANTS `n `O x q 2. ACCESSORY STORAGE MECHANICAL & TOILET ° 3 N ' EXITING I 1 I x a z c� 170 SQ.FT. © 300 SQ.FT./OCCUPANT = 1 OCCUPANT I I I N 1. NUMBER OF EXITS (TABLE 1015.1) F1 ® ® I F1 I � I MAXIMUM OCCUPANT LOAD = 49 OCCUPANTS S-1 OCCUPANCY: 29 OCCUPANTS = 1 EXIT REQUIRED - 2 EXITS PROVIDED "o d3 F3 1 1 I I F1 w o v lqz_ C'2. COMMON PATH OF EGRESS TRAVEL (TABLE 1014.3) TYPE OF CONSTRUCTION (TABLE 601) z WITHOUT SPRINKLER SYSTEM TYPE VB (WITHOUT AUTOMATIC SPRINKLER) .. S-1 OCCUPANCY: OCCUPANT LOAD < 30 = 100 FEET _ _ _ - _ � LOCATION ON THE PROPERTY (TABLE 602) 3. DISTANCE TO EXITS (TABLE 1016.2) WITHOUT SPRINKLER SYSTEM F4 GARAGE DOOR F4 GARAGE DOOR F4 GARAGE DOOR F4 GARAGE DOOR F4 FIRE RESISTANCE RATING FOR EXTERIOR WALLS = 0 S-1 OCCUPANCY: MAXIMUM DISTANCE 200 FEET TRAVEL DISTANCE - - (EXTERIOR WALL FIRE SEPARATION DISTANCE 10< X <30 4. MINIMUM EXIT DOOR WIDTH (IBC 1008.1.1) = 32" WIDE PER DOOR. W ALLOWABLE BUILDING HEIGHTS & AREAS (TABLE 503) ALL EXIT DOORS ARE MINIMUM 36" WIDE PER DOOR. REFLECTED CEILING PLAN SYMBOLS REFLECTED CEILING PLAN NOTES REFLECTED CEILING PLAN 5 N ALLOWABLE HEIGHT: ACTUAL HEIGHT: 5. DOOR SWING IBC 1008.1.2 A4 1/4" = 1'-0" GROUP B - 40 FEET (2-STORY) 8.5 FEET (1-STORY) EGRESS DOORS PERMITTED TO SWING IN WHERE OCCUPANCY LOAD FIXTURE LOCATION SYMBOL DESCRIPTION 1. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, ALLOWABLE AREA: ACTUAL AREA: IS LESS THAN 50. DIFFUSERS, SPEAKERS, EXIT LIGHTS, ETC., SHALL BE EQUALLY U 6" LED SPACED, UNLESS NOTED OTHERWISE. GROUP B - 9,000 SQUARE FEET 997 SQUARE FEET (GROSS) 6. DOOR OPERATIONS (IBC 1008.1.9) F1 GYP.BD. RECESSED o EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS CEILING FIXTURE 2. REFER TO MECHANICAL DRAWINGS FOR QUANTITY, SIZE AND TYPE Q� AUTOMATIC SPRINKLER SYSTEM - NOT REQUIRED SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. OF DIFFUSERS, RETURN AIR GRILLES, EXHAUST GRILLES, ETC. UNDER CONTINUOUS COORDINATE WITH LIGHTING LOCATIONS ON REFLECTED CEILING PLAN. ACCESSIBILITY F2 O.H.CABINETS STRIP LED p EXITING 1. BUILDING IS ACCESSIBLE LIGHT FIXTURE 3. FINISHED GYP BOARD SOFFITS SHALL EXTEND 1 BEYOND FACE AND U w EXPOSED ENDS OF WALL CABINETS AND FULL HEIGHT CABINETS. zz 1. NUMBER OF EXITS (TABLE 1015.1) 2. ROOF ACCESS - NONE REQUIRED. ROOF SOFFIT © 6" LED COORDINATE CABINET DIMENSIONS WITH SUPPLIER SHOP DRAWINGS. z B OCCUPANCY: 49 OCCUPANTS = 1 EXIT REQUIRED - 2 EXITS PROVIDED PLUMBING FIXTURES - NONE REQUIRED F3 ENTRANCE DOORS ® EXTER ORS FIXDTURE 4. VERIFY LOCATIONS OF ALL ELECTRICAL, COMPUTER, AND WIFI OUTLETS w w y ) WALL MOUNTED WITH OWNER. 2. COMMON PATH OF EGRESS TRAVEL (TABLE 1014.3 U REQUIRED PARKING - NONE REQUIRED EXTERIOR WITHOUT SPRINKLER SYSTEM F4 i EXTERIOR 5. INSTALL ALL FIRE AND SECURITY ALARMS AS REQUIRED BY BUILDING a GARAGE WALL CODE. B OCCUPANCY: OCCUPANT LOAD > 30 = 75 FEET LED FIXTURE P4 3. DISTANCE TO EXITS (TABLE 1016.2) WITHOUT SPRINKLER SYSTEM 8 B OCCUPANCY: MAXIMUM DISTANCE 200 FEET TRAVEL DISTANCE 4. MINIMUM EXIT DOOR WIDTH (IBC 1008.1.1) = 32" WIDE PER DOOR. ALL EXIT DOORS ARE MINIMUM 36" WIDE PER DOOR. 5. DOOR SWING (IBC 1008.1.2) 17'-4" 43'-4" 00 EGRESS DOORS PERMITTED TO SWING IN WHERE OCCUPANCY LOAD IS LESS THAN 50. CD oQ 6. DOOR OPERATIONS (IBC 1008.1.9) z I = EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS = N FOLDING WALL TRACK SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. [If o > ACCESSIBILITY 1. BUILDING IS ACCESSIBLE 2. ROOF ACCESS - NONE REQUIRED. R315.3Location. PLUMBING FIXTURES (IBC TABLE 2902.1) Carbon monoxide alarms in dwelling units shall be F (2) 2 X 8 HEADER (2) X 8 HEADER (2) 2 X 8 HEADER (2) 2 X 8 O installed outside of and not more than 10 feet (3048 mm) I HEADER REQUIRED TOTAL X from each separate sleeping area or bedroom. Alarms w w OCCUPANCY B MEN & WOMEN PROVIDED p p g N o I U 1. WATER CLOSET 1 1 1 (UNISEX) >1 shall be installed on each level containing sleeping areas hA Q P-, 2. URINALS 0 0 0 or bedrooms. Where a fuel-burning appliance is located N= y w I_,. io w J� a within a bedroom or its attached bathroom, a carbon RUSSE 3. LAVATORIES 1 1 1 (UNISEX) „ monoxide alarm shall be installed within the bedroom. 1 -0 1 -o �G 2 -0 L I Q OVERHANG OVERHANG S cal O.C. Q 4. DRINKING FOUNTAIN 1 0 S I �Q �+ 5. SERVICE SINK 1 1 DO JBLE TRUSS ENTER D I w 4 ON FOLDING WALL TRA K = I w REQUIRED PROVIDED TOTAL VER FY TR SS DE IGN W TH I 00 w REQUIRED PARKING HANDICAP PARKING HANDICAP PARKING PARKING PROVIDED FEGISTEIRED ENGINEER 1 X W Q Q 4 1 (IBC-SEC.1106) 4 4 w N Q Q [� w= w w= Q w= I w- Ld Q �o c' o Cr.)o c' _ U)o ( I v o � N I O Of D N O N O RIDGE N X 4/12 SLOPE 4/12 SLOPE X 4/12 SLOPE I 4/12 SLOPE 2'-0" I 2'-0» Q N N OVERHANG OVERHANG O R314.3Location. I 4_. CIA Smoke alarms shall be installed in the following locations: w US 1 .In each sleeping room. o ��J� 0 2'-0 I 'S%oT W w 1 H 2.Outside each separate sleeping area in the immediate vicinity of the bedrooms. 00 Of co o'o'co I ss Q Xw C3 3.On each additional story of the dwelling, including basements and habitable attics and not including N w N z crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an N= I o intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice I 5 for the adjacent lower level provided that the lower level is less than one full story below the upper 2) 2 X 12 EADER ( ) 2 12 H ADER 2) 2 12 HEADER (2) 2 X 12 HEADS level. 4.Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke Q alarm required by this section. Q BUILDING A I z BUILDING B w I I > N Ld O w O1n/ DRAWN CHECKED �/V RWF RWF 2 ROOF FRAMING PLAN DATE PROJECT NO. A4 5V N 1/4" = 1'-0" 5-�2-Zo22 4 OF 4 SHEETS SEPARATE PERMITS FOR NEW AND EXISTING BUILDINGS ELECTRICAL, SHALL BE PROVIDED WITH R314.3Location. 1 HOUR FIRE RESISTANT MECHANICAL AND APPROVED ADDRESSS Smoke alarms shall be installed in the following locations: PLUMBING SHALL BE IDENTIFICATION. ADDRESS SHALL BE WALL CONSTRUCTION REQUIRED IF LEGIBLE AND PLACED ON THE IN A 1.In each sleeping room. APPLICABLE POSITION VISABLE FROM THE ROAD FRONTING THE PROPERTY. SIZE 2.Outside each separate sleeping area in the immediate vicinity of the bedrooms. SHALL BE 4" IN HEIGHT AND 1/2" IN WIDTH MINIMUM. r - _..... •------•-3.fli9•-each-additiGnal.-s-twry-of4he—dwelli•ng,-f-n ir;g•'basements-arid-habitable-attics.ancL,not..includin.g. ,...._ crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper. level. REVIEWED FOR CODE COMPLIANCE R315.3Location. 4.Smoke alarms shall be installed not less.than 3 feet (914 mm) horizontally from the door':or opening a��6WE Carbon monoxide alarms in dwelling units shall be E of a bathroom th contains-.a bathtub or shgwer unless this would prevent pl pmprjt of a smoke 6/2/2022 1 BUILDING INSPECTOR installed outside of and not more than 10 feet 3048 mm ( ) � - alarm required b li00tibn. from each separate sleeping area or bedroom. Alarms , shall be installed on each level containing sleeping areas or bedrooms. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, a carbon — -f monoxide alarm shall be installed within the bedroom. f i F DAV •� � �I'i � '� t � 'S E jj€_ _-...._'J..._ _ _P�Vt4 il� i E _I � � � 1 � :i'_ L _ !__II.`, r f1 �Ij � � �, -� �; � i; ! '' :.�..._•._ - Y I . - .� DOORS � 20 MINUTE 20 MINUTE ,— t 1 f ( 20 MINUTE DOORS DOORS ,ti o Iliy{ rl! ..�' 7 ++-`�' I � `� I, ' � •� 7-- y I �IIEI �� � �1 l I.I. _-._ -- =•...------•- t�,� `{ I -� '��="'r.—•--. .� �� 'r �� f �� e ' � i 1 --- _ .., .,.. _j , rl r it �•y_ ff fi i r !j 1 I � l,I' � :t ` `� • �I _ j � '� l�l� ,r f ,f � � a Irl ( �i U�.,T-.�... �� EXHA I I , FAN ti it _ 'i FAN w +' RE- UIRED ___.�.., - w .I '41 REQUjRED'. 4 :j .; 1 +� 1. r f rl� .._ _-----_ �- - s—_ -- _ _ ....-•.••�,. _ —�..._. _ .._. _._._. . _..a ? +�..__. _ r� --- -- 5; ,,� -,-. —_ __... .— �_ __ !.,__ _ .u: i' —— �=�_gym __ - . ."t _i — t i : c 7449 Shore rafters & cefiing joists, demolish bearing wall, install (3) 1 6 LVL beam, . � ��r � � oo� Plan supported on (4) ganged 2A studs, _ ;_ s supported on a 24"x24"x 2" concrete pad _ ,�� � �� foot rig. 31 6 — -0 DOOR HARDWARE SHALL BE OF LEVER STYLE PER 2020 MINNESOTA BUILDING CODE 1305 SECTION 1010.1 .9.1 R305.2.1 Minimum ceiling height, existing buildings. 1 HOUR FIRE RESISTANT Alterations to existing basements or portions thereof shall have a ceiling height of not less than 6 feet 4 inches (1931 mm), including beams, girders, ducts., or other WALL obstructions. R305.2.1.1 Bathroom plumbing fixture clearance. Bathrooms shall have a minimum ceiling height of 6 feet 4 inches (1931 mm) at the center of the front clearance area for water closets, bidets, or sinks. A shower or, tub equipped with a showerhead shall have a minimum ceiling height of 6 feet 4 inches (1931 mm) above a minimum area 30 inches (762 mm) by 30 inches (762 mm) at the wall where the showerhead is placed. The ceiling may have slopes or soffits that do not infringe on the height required for the plumbing fixture. t , electric electric panel — —panel __ - -- - -- -- IIf • f 11 W/D W I 16 -1 5/16 FAN .. 7 -8 71_81f _ sU-7 — 16�--2 3/16" REQI� FED Q C) U .,REQUIRED -1 Laund Laundry -f ic? 1;4ce n furace 00 28 3Q" 30" co 28" tJ li p fE o O o f1 ff If I 24 X24 x w 2-0 I N UTE 24 X24 X�I 2 ``.. cone c`�C� UR E M D(�QR conc pad ftg I .. F-------I -`� -, - -- ---_-----� v+• " - _ -_- 8'-�11 3I4" 4` - onfErCx"1 5h f 4f a Sh existing s E ff i fF i It ff �6 18 � 36 m 0 w R[ �- 20 20 MINUTE }i e-- I C"? 28" MINUTE ry DOOR 28 Align wall with M DOOR ` I existing waste c� 0 Align wall With EX AUST Ul) EXHA pipe �- I existing wash REQUID '- 1/4s� g,W 1/44� tt7 FAN _ 8'-1 3/4" I pipe shelvesij�_Qv .-A JLt I I 11 1 �' New Egress Integrity woad/ultrex New Egress Integrity wood/ultrex Window - IAA 2g43 Window I�/G� (A`�2g43 1�C TE: Dimensions are from O i^A ff �fw ff M.O. Z-4 1/2"x 3'-7 1/2" a stud 1 '}4 ft 1 ff , tl �aGE. �� J' �i+s4f t� face of StLlt� x 3 - /4 R.O. 2 M5 x 3 M� 3/4 R�17.1 Location required. Protection of wood and wood-based products from decay shall be.provided..in.t.he following locations by the use of naturally durable wood or wood that is preservative-treated in accordance with AW PA U 1 . Basement Floor Plan 1 .Wood joists or the bottom of a wood structural floor where closer than 18 inches (457 mm) or wood girders where closer,than 12 inches (305 mm) to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation. 1 /4 2.Wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8 inches (203 mm) from the exposed ground. 3.Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless separated from such slab by an impervious moisture barrier. 4.The ends of wood girders entering exterior masonry or concrete walls having clearances of less than 1/2 inch (12.7 mm) on tops, sides and ends. 5.Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches (152 mm) from the ground or less than 2 inches (51 mm) measured vertically from concrete steps, porch slabs, patio slabs and similar horizontal surfaces exposed to the weather. 6.Wood structural members supporting moisture-permeable floors or roofs that are exposed to the weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an impervious moisture barrier. 7.Wood furring strips or other wood framing members attached directly to the interior of exterior masonry walls or concrete walls below grade except where an approved vapor retarder is applied between the wall and the furring strips or framing members.