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PZ - PARCEL B DUPLEX FINAL CD's_030220 W. LEWIS B U RG CT. ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS, CONSISTENT WITH THE BEST z J PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR Q IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND CONDITIONS DEPICTED IN THESE PLANS RELATED TO z THEIR TRADE BEFORE STARTING CONSTRUCTION. LLJ ANY DISCREPANCIES FOUND ON PLANS MUST BE LA., 0 REPORTED TO ZODIAC DESIGN AND / OR GENERAL r on U) CONTRACTOR SO THE NECESSARY CORRECTIONS CAN LLJ BE MADE IN A TIMELY MANNER, AND BEFORE � 1 � CONSTRUCTION CONTINUES. ��/ 97.98' 30.00' p — — � 20'-0„ P.I. � H SITE LEGEND ® 0 DRIVE 0 PROPERTY PIN N C� - - - PROPERTY LINE - — — BLDG. SETBACK LINE OF STREET PROJECT INFO CONCRETE DRIVEWAY UNDERGROUND PRESSURIZED RETAINING WALL IRRIGATIONT SYSTEM WILL TIE INTO (BY OTHERS) ' EXIST. SERVICE AT THIS LOCATION o a a CONCRETE SLAB OR IRRIGATION SYSTEM SHALL BE ° OTHER HARD SURFACE DESIGNED FOR LONG TERM OPERATION AND LOW MAINTENANCE TO MEET OR EXCEED THE MINIMUM SYSTEM STANDARDS ADOPTED BY BOISE CITY. SHEET INDEX . 0 SHEET TITLE O rF A0.0 SITE PLAN J �/ Q A1.0 MAIN LEVEL FLOOR PLAN on A PORTION O F A1.0 UPPER LEVEL FLOOR PLAN L >- Iti A2.0 MAIN LEVEL WALL BRACING PLAN M A2.1 UPPER LEVEL WALL BRACING PLAN ti LOT 35, BLOCK 1 N _ W o � � C� r A3.0 EXTERIOR ELEVATIONS(1 of 2) PARCEL A A3.1 EXTERIOR ELEVATIONS(2 of 2) U J O S1.0 FOUNDATION&FLOOR FRAMING PLAN U— LU S2.0 MAIN LEVEL ROOF&UPPER FLOOR FRAMING PLAN O J 0 S2.1 UPPER LEVEL ROOF FRAMING PLAN&SEPARATION DETAILS O Q OS3.0 BLDG.SECTION I` ,, ' N E1.0 ELECTRICAL/LIGHTING PLAN W LL r v+ L1.0 LANDSCAPE PLAN O CN O r LANDSCAPE 5'-0" a BUFFER 20'-0" LANDSCAPE m EASEMENT I BUFFER Q 6' CEDAR EASEMENT DESIGN CRITERIA FENCE 0 � m - - - 118.00, L • 2015 International Residential Code (IRC) 2015 International Energy Conservation Code (IECC) NORTH w/ Amendments for Residential Portion _ _ _ _ _ _ _ _ _ _ _ _ _ • 2012 International Mechanical Code IMC 4' WROUGHT — — — - - — — — — CO-- � • 2017 National Electrical Code (NEC) ,IRON FENCE 6' PRIVACY I • 2017 Idaho State Plumbing Code (ISPC) CONTRACTOR FENCE . 2015 International Fire Code (IFC) A PORTION OF00 N • Climate Zone: 5 W \ I LOT 35, BLOCK 1 I • Seizmic Cate or : C g Y J I PARCEL B _ 1 o'x1 s' Frost Depth: 24" Q 0 PARKING � I Wind Exposure: 115 mph Soil Bearing Capacity: 1500 psf (min.) �o. Ground Snow Load: 20 psf 46'-9„ W X Roof Loads: O O O Live Load 25 psf J UNIT 6 4 ALK WELLING �\ UNIT '6' K I o _ �o zo Dead Load 17 psf 0 V GARAGE I Total Load 42 psf U) Floor Loads: 48'-0" 20'-0" R.0.W. SETBACK �1 — — Live Load 40 psf s- Dead Load 12 psf CO) — — — — — — — `, Total Load 52 psf M°° , PLAN STATUS UNIT 'A' Wall Loads: o / (D Dead Load 10 psf DWELLI �� _ _ — _ J oo z � �� X Y 15'-0" ` 6'' o Q Q • Q SETBACK �Q►;G��� UNIT 'A' '� V 4' WALK /X GARAGE 10'-0" OO I _ i SIDEWALK 4 —0 Q 25'-3" 6' PRIVACY FENCE -i DRAWN BY: MILS c I DATE: 03/02/2020 4' WROUGHT � - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — REVISED: IRON FENCE — — — — — 1..� - { - - 148.01' e El Sheet Title - z � ' SITE PLAN 6' CEDARJ -1 r FENCE co Sheet No. .� SITE PLAN AOmO SCALE: 1" = 10' PRESCRIPTIVE ENERGY CODE COMPLIANCE: ALL WORK TO BE PERFORMED BY LICENSED THE PROPOSED BUILDING HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE CONTRACTORS, CONSISTENT WITH THE BEST J PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR Q TABLE R402.1.2 _ INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND U Itt b GLAZED WOOD MASS BASEMENT SLAB CRAWL CONDITIONS DEPICTED IN THESE PLANS RELATED TO z CLIMATE FENESTRATION SKYLIGHT CEILING FRAME FLOOR SPACE` 06 ZONE U-FACTORb U-FACTOR FENESTRA e R-VALUE WALL WALL R-VALUE WALL R-VALUE WALL THEIR TRADE BEFORE STARTING CONSTRUCTION. SHGC R-VALUE R-VALUE R-VALUE & DEPTH R-VALUE ANY DISCREPANCIES FOUND ON PLANS MUST BE I W fl C\j REPORTED TO ZODIAC DESIGN AND / OR GENERAL �` N 5 0.32 0.55 NR 49 20 or 13+5h 13/17 30' 15/19 10, 2FT 15/19 CONTRACTOR SO THE NECESSARY CORRECTIONS CAN 0 W For S1: 1 foot=304.8 mm. BE MADE IN A TIMELY MANNER, AND BEFORE U pC a. R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the CONSTRUCTION CONTINUES. Q insulation,the installed R-value of the insulation shall not be less than the R-value specified in the table. G b. The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed O fenestration SHGC requirements in climate zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. Fn "15/19"means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. "15/19"shall FLOOR PLAN NOTES: N be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home."10/13"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. O c. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the footing or 2 feet,whichever is less in Climate 1. THE ENGINEERED DESIGN FOR STRUCTURAL MEMBERS SUCH AS ROOF N V Zones 1 through 3 for heated slabs. TRUSSES OR FLOOR TRUSSES ARE REQUIRED TO BE ON THE SITE AT THE d. There are no SHGC requirements in the Marine Zone. TIME OF FRAMING INSPECTION. STRUCTURAL CALCULATIONS MAY BE e. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. REQUIRED BY THE INSPECTOR FOR STRUCTURAL MEMBERS THAT ARE OUT f. Or insulation sufficient to fill the framing cavity, R-19 minimum. OF THE SCOPE OF,OR EXCEED PRESCRIPTIVE CODE. g. The first value is cavity insulation,the second value is continuous insulation,so 13+5"means R-13 cavity insulation plus R-5 continuous insulation. PROJECT INFO h. The second R-value applies when more than half the insulation is on the interior of the mass wall. 2. 2012 IECC R401.3: THE PERMANENT ENERGY CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR IN THE ELECTRICAL PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. 3. WHEN CUTTING OR NOTCHING ENGINEERED LUMBER,THE CONTRACTOR MUST ADHERE TO THE MANUFACTURERS'GUIDELINES OR ENGINEERED SOLUTIONS WILL BE REQUIRED TO REPAIR. 8' x 12' PATIO 4. 1-CUTTING&NOTCHING: ANY STUD IN AN EXTERIOR WALL OR CONC.SLAB BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 901-O" 25%OF IT'S WIDTH. STUDS IN NON-BEARING PARTITIONS MAY BE DRILLED OR NOTCHED NO MORE THAN 40%OF A SINGLE STUD WIDTH. DRILLING: 22'-0" 22'-0" 18'-0" 28'-0" ANY STUD MAY BE DRILLED,PROVIDED THAT THE DIAMETER OF THE r RESULTING HOLE IS NO MORE THAN 60%OF THE STUD WIDTH,THE EDGE OF THE HOLE IS NO LESS THAN 5"FROM THE EDGE OF THE STUD,AND THE HOLE O 3'-9" 5-0" 13'-3" 11'-0" 7'-0" 8'-0 1/2" 19'-11 1/2" O L IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH STUDS U r T LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40% O Q V-6' 3'-6" 6-6 1/2' 6-8 1/2" 5'-3 1/4' 5'-8 3/4" 4'-3' 4'-9 1 4' T-6" 2'-6" 2'-0" T-7 1/4" 10'-4 1/4" UP TO 60%SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO () RAILING 4x6 POST SUCCESSIVE DOUBLE STUDS BORED. _Mj Q 203 SH 404 SH = 5. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W - - - -_— _____________________ _________ _ WITH SOLID WOOD DOORS NOT LESS THAN 1 5/8"IN THICKNESS,SOLID OR SILL:42" o L/GL S HONEY-COMB-CORE STEEL DOORS NOT LESS THAN 1 5/8"THICK,OR 66"x 36" 12'-6" —o 0 o L — PORCH 1 20-MINUTE FIRE RATED DOORS,AND EQUIPPED WITH A SELF-CLOSING M M TILE i Y.1 S`F�OWl O O � N CONC.S AB o 1 o DEVICE. '^ Z LO I rn 6. R302.11: PROVIDE FIRE-BLOCKING. THIS INCLUDES CONCEALED SPACES IN O Vim♦ 1 6-6 1/2' 1 STUD WALLS AND PARTITIONS,CONCEALED SPACEDS BETWEEN STAIR J O M. BATH / � _ 7'-0° 6 V i = _ \ STRINGERS AT THE TOP&BOTTOM OR THE RUN,TUB DECKS,SHOWER o TILE 00 02 N � ° �° 30 1)SH 305 SH INSERTS,AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL& LL W �� "' KITCHEN SIL :30" SIL :30" HORIZONTAL SPACES, ETC. J Q O o TILE ° 7. 1 WALLS&CEILINGS OF GARAGES SHALL BE COVERED WITH NOT Z 2'-6" 1/ ® M. BED _ J 1 w I (n o N LESS THAN 8"TYPE'X'GYPSUM BOARD OR EQUIVALENTco (0 . O Q CARPET J LO rn I` 2-CAR GARAGE I - o I OBI ® - J o 8. PROVIDE SMOKE AND CARBON MONOXIDE ALARMS AS PER 2015 IRC L to W `' SECTION R314&R315. a r Cl) 9' 1"Cl WH N N L c� CONC.SLAB < I o O CV O o M. WIC - I —O — — N 9. MASONRY VENEER SHALL BE INSTALLED PER THE MANAFACTURER'S CARPET N � INSTRUCTIONS AND IN ACCORDANCE WITH THE 2015 IRC R703.7. 0- 8 o -1 'TYPE'X'GYP.BOARD WALLS&CEILING \ I ® 1 0mf m N FO N � 2'10" 4'-0" 4-6 1/2" 2'-8" 12'-4 1/2" 10.PROVIDE CORROSION RESISTANT HEAD,JAMB,&SILL FLASHING AT ` I F ® 1 - v� EXTERIOR OPENINGS. Q w w T-0 3/4" 4'-6 1/2" /^\ UNIT W. - 11.STAIRWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2015 IRC 2'-6" 5'-1" 1'-0" 12'-11 1/2" _ io W d R311.7. HANDRAILS SHALL BE CONSTRUCTED AND INSTALLED IN / 20-MIN. RATED m SELF-CLOSING DOOR ® HALL N _ LIVING RM ACCORDANCE WITH THE 2015 IRC 311.7.8. / \ ® LAMINATE LAMINATE 12.INSTALL GLAZING PER R308. GLAZING SHALL BE SAFETY GLAZING WHERE °� - 405 SH REQUIRED BY CODE. / \ LNDRY - DINING - SILL 30" LAMINATE LAMINATE o o — 13.WINDOW&DOOR FLASHING SHALL BE INSTALLED PER R703.8. 16RIUPI I I I I No)/, C14 MCI . :Ll ' I 14.NON-ENGINEERED ROOF TRUSSES,JOISTS,AND RAFTERS SHALL COMPLY Q N N REF. oW I - WITH THE 2015 IRC. i� 21'-81/2" 1 El\ ----- I I I I I 7nr WDR • ' - N M 3'-1" I I I I I � DINING L 15.EXTERIOR WALLS TO BE FRAMED W/ 2x6 I DF STUDS @ 16"O.C.W/ CONTRACTOR / \ I I I I LAMINATE I Cl) iv 2x6 FIRRING LAMINATE I SINGLE BOT.PLATE&DBL.TOP PLATE UNLESS NOTED OTHERWISE. — — — — —16'x8'o/H DOOR _ o KITCHEN 2x6 WALL 2x LL c � I ° It 16.INTERIOR WALLS TO BE FRAMED W/2x4 No.2 DF STUDS @ 16"O.C.W/SINGLE = a M 2x6 FIRRING I I I I I I LAMINATE ti BOT. PLATE&SINGLE TOP PLATE UNLESS NOTED OTHERWISE. " T_0" 17'_1" I I I I= 6'-7 1/4" 9'-0" o h'-0" 2'-0" 4'-10 3/4" o El � ----- ® PWD LAMINA 3-0 16'-0" 3'-0" \\ 2'-4" �I i i i i 11 R I P `' a I r 22'-0" \ o LAMIDNARTE -------BARN DOOR o I I ® HALL N co 1 F - . . - J AREA CALCS SF \ 20-MIN.RATED $ LAMINATE ih o L — MAIN LEVEL 840 \ SELF-CLOSING DOOR © � UPPER LEVEL 667 \\ I IF 30 "? - 6 - 'UNIT A' TOTAL LIVING AREA 1507 L N 7'-0" 4" N GARAGE 428 \\ 2-CAR GARAGE FIJN 171 = ® - I 0 N \ 9'-1"Cl _ ' ` I M. WU N IT B IT o 0 \ CONC.SLAB N 1 R M PORCH MAIN LEVEL 821 o >. CARP Q LIVING RM r• M CONC.SLAB UPPER LEVEL 643 O a) $"TY 'X'GYP.BOARD WALLS&CEILING WH 1 LAMINATE = I ao RAILING UNIT B TOTAL LIVING AREA 1464 12'-0 3/4" 4'-1 3/4" N M I GARAGE 448 M. BED J CARPET Q / Lr) T - RAILING 4x6 POST PLATE HT' PLAN STATUS zo / M. BATH " TILE �,tiGe`��� - MAIN LEVEL: 9'-1 g" CEILINGS THROUGHOUT (U.N.O.) / EO 6�ix 3k 2'-6 - SILL: ,. Q 1 � 30 0 SH - UPPER LEVEL: 8'-1 ' CEILINGS III 21'-6 1/2" TILE \ ad 12'-6" - $ �P G �� ao ,SHOWER SILL �SL/GL THROUGHOUT (U.N.O.) Ilk 1Nx_ N t 203 SH 1'-3" 4'-0 1/2" 6-3" 6-8 1/2" 2'-0" 1 U-0 3/4" 22'-0" 22'-0" 3'-9" 5'-3 1/2" 12'-11 1/2" 12'-0 3/4" 4'-7 1/4" DRAWN BY: MLS 22'-0" 16'-8" 7'-4" DATE: 03/02/2020 90'-0" REVISED: 8' x 12' PATIO CONC.SLAB Sheet Title MAIN LEVEL FLOOR PLAN MAIN LEVEL FLOOR PLAN Sheet No. SCALE: 1/4" = 1'-0" Al mO PRESCRIPTIVE ENERGY CODE COMPLIANCE: ALL WORK TO BE PERFORMED BY LICENSED THE PROPOSED BUILDING HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE CONTRACTORS, CONSISTENT WITH THE BEST J PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR Q TABLE R402.1.2 _ INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND U Itt b GLAZED WOOD MASS BASEMENT SLAB CRAWL CONDITIONS DEPICTED IN THESE PLANS RELATED TO z CLIMATE FENESTRATION SKYLIGHT CEILING FRAME FLOOR SPACE` 06 ZONE U-FACTORb U-FACTOR FENESTRA e R-VALUE WALL WALL R-VALUE WALL R-VALUE WALL THEIR TRADE BEFORE STARTING CONSTRUCTION. SHGC R-VALUE R-VALUE R-VALUE & DEPTH R-VALUE ANY DISCREPANCIES FOUND ON PLANS MUST BE I W fl C\j REPORTED TO ZODIAC DESIGN AND / OR GENERAL �` N 5 0.32 0.55 NR 49 20 or 13+5h 13/17 30' 15/19 10, 2FT 15/19 CONTRACTOR SO THE NECESSARY CORRECTIONS CAN 0 W For S1: 1 foot=304.8 mm. BE MADE IN A TIMELY MANNER, AND BEFORE U pC a. R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the CONSTRUCTION CONTINUES. Q insulation,the installed R-value of the insulation shall not be less than the R-value specified in the table. G b. The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed O fenestration SHGC requirements in climate zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. Fn "15/19"means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. "15/19"shall FLOOR PLAN NOTES: N be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home."10/13"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. O c. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the footing or 2 feet,whichever is less in Climate 1. THE ENGINEERED DESIGN FOR STRUCTURAL MEMBERS SUCH AS ROOF N V Zones 1 through 3 for heated slabs. TRUSSES OR FLOOR TRUSSES ARE REQUIRED TO BE ON THE SITE AT THE d. There are no SHGC requirements in the Marine Zone. TIME OF FRAMING INSPECTION. STRUCTURAL CALCULATIONS MAY BE e. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. REQUIRED BY THE INSPECTOR FOR STRUCTURAL MEMBERS THAT ARE OUT f. Or insulation sufficient to fill the framing cavity, R-19 minimum. OF THE SCOPE OF,OR EXCEED PRESCRIPTIVE CODE. g. The first value is cavity insulation,the second value is continuous insulation,so"13+5"means R-13 cavity insulation plus R-5 continuous insulation. PROJECT INFO h. The second R-value applies when more than half the insulation is on the interior of the mass wall. 2. 2012 IECC R401.3: THE PERMANENT ENERGY CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR IN THE ELECTRICAL PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. 3. WHEN CUTTING OR NOTCHING ENGINEERED LUMBER,THE CONTRACTOR MUST ADHERE TO THE MANUFACTURERS'GUIDELINES OR ENGINEERED SOLUTIONS WILL BE REQUIRED TO REPAIR. 4. R602.6-CUTTING&NOTCHING: ANY STUD IN AN EXTERIOR WALL OR 40-O BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25%OF IT'S WIDTH. STUDS IN NON-BEARING PARTITIONS MAY BE DRILLED STAIRS TO BE CONSTRUCTED IN 1 OR NOTCHED NO MORE THAN 40%OF A SINGLE STUD WIDTH. DRILLING: / 13'-6" 1 V-5 1/2" 15'-0 1/2" ANY STUD MAY BE DRILLED,PROVIDED THAT THE DIAMETER OF THE r ACCORDANCE WITH 2O15 IRC RESULTING HOLE IS NO MORE THAN 60%OF THE STUD WIDTH,THE EDGE OF THE HOLE IS NO LESS THAN 5"FROM THE EDGE OF THE STUD,AND THE HOLE i O 6'-9" 6'-9" 5'-8 1/2" 2'-9 1/2" 2 11 1/2„ 2 6 1/2 10'-0" 2'-6" IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS U L■■ TT LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40% O r i UP TO 60%SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO U Q SUCCESSIVE DOUBLE STUDS BORED. _M ABOVE EDGE OF TREADSDS j Q HANDRAIL INSTALLED 30,10 SL 5. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W w Ii � 10" WITH SOLID WOOD DOORS NOT LESS THAN 1 5/8"IN THICKNESS,SOLID OR HONEY-COMB-CORE STEEL DOORS NOT LESS THAN 1 5/8"THICK,OR 20-MI UTEE FIRE RATED DOORS,AND QUIPPED WITH A SELF-CLOSING =J M M F COMBOSH ® F V♦ o DEVICE. LLJ O 'C0^ o M 6. R302.11: PROVIDE FIRE-BLOCKING. THIS INCLUDES CONCEALED SPACES IN STUD WALLS AND PARTITIONS,CONCEALED SPACEDS BETWEEN STAIR J O SILL SH DRESS STRINGERS AT THE TOP&BOTTOM OR THE RUN,TUB DECKS,SHOWER SILL:28" _ CARPET ® BATK�o INSERTS,AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL& I.L W 1-1/8"WOOD TREAD LAMINA SILL: 24 HORIZONTAL SPACES, ETC. O J Q SHELF - SILL:24" 4"WOOD RISER 00 °Q I I STACK C° ? 7. R302.6: WALLS&CEILINGS OF GARAGES SHALL BE COVERED WITH NOT N I I - = N LESS THAN 5"TYPE'X'GYPSUM BOARD OR EQUIVALENT. Z Q V-10' 9" 2'_6� _0 THAN, 5" 2'-2 1/2" 2'-8 1/2"' 12 0 1/2" I I _j o 8. PROVIDE SMOKE AND CARBON MONOXIDE ALARMS AS PER 2015 IRC (3)11-1/4"STAIR DRESS L_ W.I.C. oo � W STRINGERS °' SECTION R314&R315. a r //� i CARPET CARPET I I CAI r U) - 9. MASONRY VENEER SHALL BE INSTALLED PER THE MANAFACTURER'S O N 2°GYP.BOARD M M BED 3 / � /�INSTRUCTIONS AND IN ACCORDANCE WITH THE 2015 IRC R703.7. O o r � � � M�C1�� iv � I.V M C\ji�l CARPET 10.PROVIDE CORROSION RESISTANT HEAD,JAMB,&SILL FLASHING AT Y.1 I I BED 2 Q L J I cV N CARPET cV EXTERIOR OPENINGS. TO 2'-0" 5'-1" 2'-1 5'-1" 0 11.STAIRWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2015 IRC FURNACE - in R311.7. HANDRAILS SHALL BE CONSTRUCTED AND INSTALLED IN 4 ACCORDANCE WITH THE 2015 IRC 311.7.8. LOCATION � ® UNIT A .BELOW 11'-8" 2'-0" ® ® M 12.INSTALL GLAZING PER R308. GLAZING SHALL BE SAFETY GLAZING WHERE 2x4 KNEE WALL M LOFT i\ REQUIRED BY CODE. PER PLAN CARPET F2 7 71 6'-1 1 4" 1 8'-11 1/4" _ 13.WINDOW&DOOR FLASHING SHALL BE INSTALLED PER R703.8. I N NCl)FINISH FLOOR W'I' CD U)/ Z ET In 14.NON-ENGINEERED R OOF TRUSSES,JOISTS,AND RAFTERS SHALL COMPLY ILL CARP CDo 6R DIOWIN coV WITH THE 2015 IRC. I I I I I I I I I I I I I I� 15.EXTERIOR WALLS TO BE FRAMED W/ 2x6 No.2 DF STUDS @ 16"O.C.W/ CONTRACTOR I I I I I I I I I I I I I I N o i14 o SINGLE BOT.PLATE&DBL.TOP PLATE UNLESS NOTED OTHERWISE. [� STAIR SECTION ch - 16.INTERIOR WALLS TO BE FRAMED W/2x4 No.2 DF STUDS @ 16"O.C.W/SINGLE B-U I I I I I I I I I I I I I I I I I - BOT. PLATE&SINGLE TOP PLATE UNLESS NOTED OTHERWISE. v SCALE: 1/2" = V-0" - - - - - - i 11 R IQ I i i i i i i i i i i i i M M Q N B I I I I I I I I I I I I I I I I B W.I.C. STOR. _ _ _ _ 4-4 CARPET CARPET ® �� Al� I I I I I I I I I I I I I I I I AA1.1 M M 2'-7 1/2' '18" L J AREA CALCS SF N I - MAIN LEVEL 840 6'-1" 5'-7" W.I.C. v UPPER LEVEL 667 UNIT B N CARPET 'UNIT A' TOTAL LIVING AREA 1507 23 LOFT GARAGE 428 iO CARPET if 1 — - "\ ©o v LID LO 2' 7" 5'-8 1/2" ® '-1" -0' MAIN LEVEL 821 N _ BED 3 UPPER LEVEL 643 N CARPET 'UNIT B' TOTAL LIVING AREA 1464 CV 7t n cy� 0 DRESS II M GARAGE 448 co /CHASE CARPET I I u? co INTERIOR WALLS FURNACE LOCATED CY) 2'-1" CY) BED 2 DIRECTLY BELOW ® CARPET c� EXTERIOR WALLS 00 = ri PKT. PLATE H T: PLAN STATUS (AT FLOOR TRUSS ENDS ONLY) p J 00 F-2 0 0- o I I PKT. BATH ' 1" J M LAMINATE m m � = THROUGHOUT (U1N.0 )FILINGS DRESS rn d CARPET 2 M J o O SILL:24" 0 � v in 11'-0" �_ � 405 SH - - UPPER LEVEL: 8'-1 g" CEILINGS �p CV O ® SILL:24" iv THROUGHOUT (U.N.O.) 203 SH 305 SH Go off. T-1 1/2" 8'-10" 4'-6 1/2" 1'-6" 4'-6" 8'-11 1/2" 2'-6" DRAWN BY: MILS DATE: 03/02/2020 2'-0" 11'-11 1/2" 22'-0" 4'-0 1/2" REVISED: 40'-0" Sheet Title UPPER LEVEL FLOOR PLAN D MAIN LEVEL WALL HEIGHTS UPPER LEVEL FLOOR PLAN Sheet No. SCALE: 1/2" = V-0" SCALE: 1/4" = V-0" Al ol Y1 Y2 Y3 Y4 Y5 ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS, CONSISTENT WITH THE BEST J PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR Q 26'-0" 19'-0" 24'-0" 1IT-3 1/2" IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND (22.5'AVERAGE) I (22.5'AVERAGE) I (20'-8"AVERAGE) , (20'-8"AVERAGE) ' CONDITIONS DEPICTED IN THESE PLANS RELATED TO z ' I THEIR TRADE BEFORE STARTING CONSTRUCTION. �` W ANY DISCREPANCIES FOUND ON PLANS MUST BE LLJ 0 REPORTED TO ZODIAC DESIGN AND / OR GENERAL ' I CONTRACTOR SO THE NECESSARY CORRECTIONS CAN 9 Lv I I BE MADE IN A TIMELY MANNER, AND BEFORE W 4'-0" 4'-0" 4'-0" -0 I I CONSTRUCTION CONTINUES. - o WSP WSP WSP WSP I 8'-5 1/2" ' O (� rGL PORTAL FRAMEo U) i D O ° ° '-814 N X1 - _ PH = ' U' I V ici m � I ' ` II / I 1 PROJECT INFO LLJ_ Q O _ I m = J I coa I o 0 00 - m 2 _j ' , C� to I 0 /' \\ UNIT 'A' O m V F-I WSP J / \ 5'-9" 5'-9" 'v J Ln -� U O m o Cl) = m Z LIL // \\ (D ;;T Lu F- LIB LIB Q 0 O Of u ,L W 00 FF 0 OJ 1 1 1 1 1 -- o � W O J Q 5 9" • ■ O Z 3-0 3-0 cl�\ 1 LI PFH =4'-0" PFH =4'-0" \ 1 o a O 22'-0" \ o DBL PORTAL FRAME ------- --- o o Zh 11 a P to W � �\\ Mu N Cl) a_ a O a I m LLI \ Q I Q I N N -" c� UNIT '6' a \ i� / (D 0 -------------------------------- I! // ---------------------------------II / a CONTRACTOR II 4 / 1 4. - WSP - - - - - - - - - - - - - - - - - - - - - - - - WS WSP WSP 4'-0" 4'-0" 4'-0" BRACED PA EL LENGTH TABLE BASED ON WIND SPEED (<90 mph) BRACING �ALLLINE ACED REQUIRED EAVE TO WALL NUMBER REQUIRED PROVIDED BRACED METHOD BRACING RIDGE HEIGHT BRACED BRACING BRACING WALL LINE TABLE SPACING LENGTH TOTAL TOTAL LINES LENGTH LENGTH MAIN LEVEL WALL BRACING MAIN LEVEL R602.10.4.1 (FEET) (FEET) FTNT:c FTNT:d FTNT:e (FEET) (FEET) 1 SCALE: 1/4" = V-0" X WSP 16 6.1 1.0 1.0 1.3 8.0 20 PLAN STATUS X2 GB 21 13.1 1.0 1.0 1.3 17.0 29.3 Extent of header(two braced wall segments) X3 WSP 21 7.8 1.0 1.0 1.3 10.2 16.0 O Extent of header(one braced wall segment) MIN.3"x11-1/4"NET HEADER e e e Y') WSP 22.5 4.0 1.0 1.0 1.6 6.4 $.0 6 to,8' Y2 �1N FASTEN TOP PLATE TO HEADER WITH 1000 LB TYPICAL PORTAL O GB 22.5 7.25 1.0 1.� 1.6 12.0 21.75 TWO ROWS OF 16D SINKER.NAILS AT 3 STRAP FRAME IN,O.C.TYP. CONSTRUCTION Y3 GB 21 13.05 1.0 1.0 1.6 20.9 21.5 1000 LB STRAP OPPOSITE SHEATHING FOR A PANEL SPLICE o FASTEN SHEATHING TO HEADER WITH 8D COMMON OR (IF NEEDED),PANEL WALL BRACE NAILING & GALVANIZED BOX NAILS IN 3 IN.GRID PATTERN AS EDGES SHALL OCCUR Y4 GB 21 13.05 1.0 1.0 1.6 20.9 22.0 SHOWN AND 3 IN.O.C.IN ALL FRAMING(STUDS, OVER AND BE NAILED ° HOLD DOWN SCHEDULE DRAWN BY: MLS ui BLOCKING,AND SILLS)TYP. TO COMMON = BLOCKING,AND x MIN.LENGTH=16 IN.FOR ONE STORY OCCUR WITHIN METHOD NAILING PATTERN MARK HOLD DOWN ANCHOR BOLTS Y5 WSP 21 3.7 1.0 1.0 1.6 6.0 12.0 DATE: 03/01/2020 MIN.LENGTH=24 IN.FOR USE IN THE FIRST OF TWO MIDDLE 24 OF WALL HEIGHHT.ONE REVISED: STORY STRUCTURES. ROW OF 3 IN.O.C. CS WSP 3/8"WOOD STRUCT.PANEL,ONE SIDE,BLOCKED, A/�+P N/A 1/2"ANCHOR BOLTS UPPER LEVEL e° MIN.2x4 FRAMING NAILING IS REQUIRED °° NAILED @ 6"/12"w/8d(OR)STAPLED @ 3"/6"w/16"ga. WSP J @ 6'-0"O.C.,TYP. MIN.DBL. IN EACH PANEL EDGE. WSP 3/8"MIN.THICKNESS WOOD 2x4 POST 5/8"GYP.BOARD ONE SIDE,SCREWED 1/2"ANCHOR BOLTS Al 16 2.6 1.0 0.90 1 3 3.1 12.0 Sheet Title STRUCTURAL PANEL SHEATHING GB @ 7"O.C.FIELD&PERIMETER G B N/A @ 6-0"O.C.,TYP. MIN.4200LBTIE-DOWN DEVICE GB WALL BRACING & EMBEDDED INTO CONCRETE AND 3/8"WOOD STRUCT.PANEL,ONE SIDE,BLOCKED, A2 21 6.8 1.0 0.90 1.3 8.0 13.2 ( MIN.1000 LB CS-PF CS-PF SEE DETAIL N/A O HOLD DOWN PLAN NAILED INTO FRAMING). TIE-DOWN DEVICE NAILED @ 6"/12"w/8d(OR)STAPLED @ 3"/6"w/16"ga. WSP 21 3.7 1.0 0.90 4.4 8.0 Sheet No. PFH 3/8"WOOD STRUCT.PANEL,ONE SIDE,BLOCKED, SIMPSON (1)5/8"ANCHOR BOLT A3 1.3 SEE SECTION R602.10.3.3 7NAILED 6"/12"w/8d OR STAPLED 3"/6"w/16" a. O STHD14 IN CENTER OF PLATE °� ( ) �° g W/7"MIN.EMBED. PFG 7/16"WOOD STRUCT.PANEL,ONE SIDE,BLOCKED, 2 N/A W 7"MI2CM EA.HOR END ND A2mO a/a"x1s"ANCHOR BOLT LTS NAILED @ Y O.C.W/8d,FIELD @ PERIMETER W/7"MIN.EMBED. B WSP 37 6.55 1.0 0.90 1.0 5.9 8.0 METHOD PFH - INTERMITTENT PORTAL FRAME LIB APPROVED METAL STRAPS AT45'OR60°ANGLES N/A APPROVED METAL WSP 37 6.55 1.0 0.90 FOR MAXIMUM 16"STUD SPACING LIB STRAPS PER MANUF. 62 1.0 5.9 8.0 ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS, CONSISTENT WITH THE BEST J d PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR Q IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND M CONDITIONS DEPICTED IN THESE PLANS RELATED TO z M B 1 B2 THEIR TRADE BEFORE STARTING CONSTRUCTION. w W o ANY DISCREPANCIES FOUND ON PLANS MUST BE 0 N REPORTED TO ZODIAC DESIGN AND / OR GENERAL 0 N 36-4 3/4" CONTRACTOR SO THE NECESSARY CORRECTIONS CAN 0 W BE MADE IN A TIMELY MANNER, AND BEFORE U OC CONSTRUCTION CONTINUES. Q 0 I 4'-0" I Q WSP7 0 N ' N c� I Al WSP 4'-0" PROJECT INFO I I 0 0 WSP I I I I I I I I II 11 I I I I , , II o r cn i co o ♦ 1 0 I \ L J J W V UNIT 'A' J M M m z Lu 0 U) :j I I I I I I I I I I I I I I V 4'-7" J § U W LIB LL ^/ � J Q mini Y_ Z LIB I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4'-0" � L WSP I I I I I I I I I I I I I I I I 0 N - a r 0 m Q i� o � CONTRACTOR �o 0 wsP Wsp"' BRACED PANEL LENGTH TABLE BASED ON WIND SPEED (<90 mph) BRACING BRACED REQUIRED EAVE TO WALL NUMBER REQUIRED PROVIDED UPPER LEVEL WALL BRACING I N G BRACED METHOD WALL LINE BRACING RIDGE HEIGHT BRACED BRACING BRACING 2 WALL LINE TABLE SPACING LENGTH TOTAL TOTAL LINES LENGTH LENGTH SCALE: 1/4" = V-0" R602.10.4.1 (FEET) (FEET) FTNT:c FTNT:d FTNT:e (FEET) (FEET) MAIN LEVEL X1 WSP 16 6.1 1.0 1.0 1.3 8.0 20 PLAN STATUS X2 GB 21 13.1 1.0 1.0 1.3 17.0 29.3 Extent of header(two braced wall segments) X3 WSP 21 7.8 1.0 1.0 1.3 10.2 16.0 O Extent of header(one braced wall segment) 4�7 MIN.3"x11-1/4"NET HEADER e Y1 WSP 22.5 4.0 1.0 1.0 1.6 6.4 8.0 6'to 18' -` FASTEN TOP PLATE TO HEADER WITH 1000 LB TYPICAL PORTAL Y2 GB 22.5 7.25 1.0 1.0 1.6 12.0 21.75 TWO ROWS OF 16D SINKER.NAILS AT 3 STRAP FRAME IN.O.C.TYP. CONSTRUCTION 1000 LB STRAP OPPOSITE SHEATHING Y3 GB 21 13.05 1.0 1.0 1.6 20.9 21.5 FOR A PANEL SPLICE ft o FASTEN SHEATHING TO HEADER WITH 8D COMMON OR (IF NEEDED),PANEL WALL BRACE NAILING & GALVANIZED BOX NAILS IN 3 IN.GRID PATTERN AS EDGES SHALL OCCUR 8GB 21 13.05 1.0 1.0 1.6 20.9 22.0 SHOWN AND 3 IN.O.C.IN ALL FRAMING(STUDS, OVER AND BE NAILED HOLD DOWN SCHEDULE DRAWN BY: MILS w BLOCKING,AND SILLS)TYP. TO COMMON = BLOCKING,AND X OCCUR WITHIN WSP 21 3.7 1.0 1.0 1.6 6.0 12.0 DATE: 03/01/2020 Q MIN.LENGTH=16 IN.FOR ONE STORY METHOD NAILING PATTERN MARK HOLD DOWN ANCHOR BOLTS Y5 MIN.LENGTH=24 IN.FOR USE IN THE FIRST OF TWO MIDDLE 24 OF WALL HEIGHHT.ONE REVISED: STORY STRUCTURES. ROW OF 3 IN.O.C. CS-WSP 3/8"WOOD STRUCT.PANEL,ONE SIDE,BLOCKED, WSP N/A 1/2"ANCHOR BOLTS UPPER LEVEL MIN.2x4 FRAMING NAILING IS REQUIRED °° NAILED @ 6"/12"w/8d(OR)STAPLED @ 3"/6"w/16"ga. V V J @ 6-0"D.C.,TYP. MIN.DBL. IN EACH PANEL EDGE. °° WSP 16 2.6 1.0 0.90 3.1 12.0 3/8"MIN.THICKNESS WOOD 2x4 POST 5/8"GYP.BOARD ONE SIDE,SCREWED 1/2"ANCHOR BOLTS Al 1.3 Sheet Title STRUCTURAL PANEL SHEATHING GB @ 7"O.C.FIELD&PERIMETER GB N/A @ 6-0"O.C.,TYP. MIN.4200 LB TIE-DOWN DEVICE GB WALL BRACING & EMBEDDED INTO CONCRETE AND 3/8"WOOD STRUCT.PANEL,ONE SIDE,BLOCKED, A2 21 6.8 1.0 0.90 1.3 8.0 13.2 ( MIN'1000 LB CS-PF CS-PF SEE DETAIL NIA O HOLD DOWN PLAN NAILED INTO FRAMING). TIE-DOWN DEVICE NAILED @ 6"/12"w/8d(OR)STAPLED @ 3"/6"w/16"ga. WSP 21 3.7 1.0 0.90 4.4 8.0 Sheet No. 3/8"WOOD STRUCT.PANEL,ONE SIDE,BLOCKED, 1 SIMPSON (1)5/8"ANCHOR BOLT A3 1.3 SEE SECTION R602.10.3.3 PFH NAILED @ 6"/12"w/8d(OR)STAPLED @ Y/6"w/16"ga. O STHD14 IN CENTER OF PLATE W/7"MIN.EMBED. PFG 7/16"WOOD STRUCT.PANEL ONE SIDE,BLOCKED, 2 N/A WITHI"ANCHOR 12"OF BOLT WSP 6 All 5/8"x16"ANCHOR BOLT NAILED @ 3"O.C.W/8d,FIELD @ PERIMETER W/7"MIN.EMBED. B 1 37 .55 1.0 0.90 5 1.0 .9 8.0 METHOD PFH - INTERMITTENT PORTAL FRAME LIB APPROVED METAL STRAPS AT 45°OR 60°ANGLES N/A APPROVED METAL WSP 37 6.55 1.0 0.90 FOR MAXIMUM 16"STUD SPACING LIB STRAPS PER MANUF. B2 1.0 5.9 8.0 ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS, CONSISTENT WITH THE BEST J PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND V CONDITIONS DEPICTED IN THESE PLANS RELATED TO z M THEIR TRADE BEFORE STARTING CONSTRUCTION. w W 00 o ANY DISCREPANCIES FOUND ON PLANS MUST BE N REPORTED TO ZODIAC DESIGN AND / OR GENERAL Q N CONTRACTOR SO THE NECESSARY CORRECTIONS CAN0 W BE MADE IN A TIMELY MANNER, AND BEFORE U DC 12 CONSTRUCTION CONTINUES. 14 12 0 4F Es 12 El O N 4 N V PROJECT INFO 12 12 �4 12 �4 O T i O vQ W V J M D � FE� E RIOR ELEVATIONS: UJ 0 � � ATIONS TO BE A MIXTURE OF O V uJ DBOARD HORIZ. LAP SIDING, BOARD O Q TTEN SIDING AND/OR STUCCO o PAINTED METAL I` O.H. DOOR ''W^^ V♦ 0 04 � O 2 REAR ELEVATION EAST o0 SCALE: 1/4" = V-0" a 30-YR. MIN.ARCH. OVERALL B_LDG._HT.� ASPHALT SHINGLES, (TYP.) 12 � 4� CONTRACTOR L4"/8"STACKED FASCIA, (TYP.) 12 4"/8"STACKED CONFIRM GUTTER LOCATIONS —�4 FASCIA, (TYP.) W/CONTRACTOR PL._HT.� co co 12 4 M 1 0 4 FIN. FLR. �6 1 x1 2 TRIM BAND N PL. HT Y PLAN STATUS c L O WOOD COLUMN -` WRAPPED W/SIDING MATERIAL Irk _`'�. c� o FIN. FLR. FIN.GRADE ao \ 36"DECORATIVE RAILING DRAWN BY: MILS 10 FRONT ELEVATION WEST DATE: 03/01/2020 SCALE: 1/4" = V-0" REVISED: Sheet Title OPENING / FRONT FACADE RATIO = 20.6% EXTERIOR DOORS & WINDOWS = 117.5 Sq Ft ELEVATIONS (1 of 2 FRONT FACADE = 570 Sq Ft Sheet No. A3mO ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS, CONSISTENT WITH THE BEST J PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND V M CONDITIONS DEPICTED IN THESE PLANS RELATED TO z M THEIR TRADE BEFORE STARTING CONSTRUCTION. w W 000 ANY DISCREPANCIES FOUND ON PLANS MUST BE 0 N REPORTED TO ZODIAC DESIGN AND / OR GENERAL Q N CONTRACTOR SO THE NECESSARY CORRECTIONS CAN0 W BE MADE IN A TIMELY MANNER, AND BEFORE U OC CONSTRUCTION CONTINUES. O 12 41 E[ c) O N u 12 14 PROJECT INFO EXTERIOR ELEVATIONS: 0 ELEVATIONS TO BE A MIXTURE OF HARDBOARD HORIZ. LAP SIDING, BOARD & BATTEN SIDING AND/OR STUCCO 12 O_ 4 V 2� O E1x12 TRIM BAND ♦V Q W V J M D � ❑ F- oo Z LU o cj) D V J WO O JQ Qz § � O Q / \ /�i\ � \///\ \/�/ \ /��/ \ /�/\ \///\ \/�/ \ /��/ \ ///\ \/// \//\i \\ /i\\ \\///\\ \//\i \\ //\i \\ i i\\ \///\\ \//\i \\ //\i \\/ii\\ \/ . \\ / �\i\\\, \ i i\ \\\/\/ /�\. \\/, /\/\\\, \ i\ i\\\, \ i/\\ \\/,\//\\ . \\/, /\�\\\, \ i\ i\\\, \ i/\\ \ � M W Q a3R. SIDE ELEVATION SOUTH SCALE: 1/4" = V-0" CONTRACTOR __ _ _ _ _ _ OVERALL BLDG. HT. 12 4F-, 12 VINYL FRAME �4 il N WINDOWS, (TYP.) _ PL_HT.r6 bD w 41 coPLAN STATUS 4F 12 12 FIN. FL� 1 x1 2 TRIM BAND �2 N -PL-H� N Zr- 00 I L�j 0 1) oo ass' DRAWN BY: MLS FIN. FLR. DATE: 03/01/2020 FIN.GRAD co REVISED: - - \\� \ PAINTED METAL Sheet Title O.H. DOOR EXTERIOR ELEVATIONS (2 of 2) 4SCALE:L. SIDE ELEVATION NORTH Sheet No. 1/4" = V-0" All FOUNDATION & FLOOR FRAMING NOTES: ALL WORK TO BE PERFORMED BY LICENSED z _I 1. PROVIDE MINIMUM 18"CRAWL SPACE CLEARANCE UNDER GIRDERS AND CONTRACTORS, CONSISTENT WITH THE BEST � MINIMUM 24"CLEARANCE UNDER FLOOR JOISTS PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR �C 2. COVER ENTIRE CRAWLSPACE FLOOR WITH 6 MIL.VISQUEEN. SEAL ALL SEEMS W/4"VYCOR TAPE. IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND � � � 3. UNLESS OTHERWISE NOTED ON PLANS, USE 7/8"T&G OSB DECKING OVER CONDITIONS DEPICTED IN THESE PLANS RELATED TO z Y) 9-1/2"FLOOR JOISTS @ 24"O/C. (12'-0"MAX.CLEAR SPAN). FRAMING 2x6 EXTERIOR WALL THEIR TRADE BEFORE STARTING CONSTRUCTION. W 2x6 EXTERIOR WALL SUB-CONTRACTOR MAY NEED TO ADJUST JOIST SPACING AS REQUIRED FLOOR JOISTS AS SPECIFIED W/ 2x6 TREATED SILL PLATE ON GASKET, FOR PLUMBING ITEMS THAT REQUIRE A DRAIN PENETRATING FLOOR ANY DISCREPANCIES FOUND ON PLANS MUST BE W 0 2x6 TREATED SILL PLATE ON GASKET, /a"T&G PLYWOOD DECKING ATTACHED TO FOUNDATION W/%z"fr3 x 10" 4"CONC.SLAB OVER 4" SURFACE ABOVE. REPORTED TO ZODIAC DESIGN AND OR GENERAL ATTACHED TO FOUNDATION Wl%2'fd x 10" ANCHOR BOLTS @ 6'-0"O.0(4"MIN./12"MAX.) COMPACTED FILL W/ BLOCKING WHERE APPLICABLE FLOOR JOISTS AS 4. UNLESS OTHERWISE NOTED ON PLANS, PONY WALLS ARE 2x4 ANCHOR BOLTS @ 6'0"O.0(4"MIN./12"MAX.) FROM END OF EACH SILL PLATE. U.N.O. BY EXPANSION JOINTS AS SPECIFIED JOISTS A T&G CONSTRUCTION @ 16"O.C. IF GENERAL CONTRACTOR WANTS TO USE CONTRACTOR SO THE NECESSARY CORRECTIONS CAN W LATERAL BRACING REQUIREMENTS. NECESSARY STUDS @ 24"O.C.THEY MUST ALIGH WITH THE JOISTS ABOVE. r"EA" FROM END OF EACH SILL PLATE. U.N.O.BY Z PLYWOOD SUBFLOOR BE MADE IN A TIMELY MANNER AND BEFORE U pC LATERAL BRACING REQUIREMENTS. (— ADDITIONAL 2x4 STUDS MAY BE REQUIRED IN PONY WALLS FOR POINT z a ° L LOADS ABOVE. CONSTRUCTION CONTINUES. 6"x24"CONC.STEM WALL co— I` 2x4 PONY WALL @ 16"O.C. 6"x24"CONC.STEM WALL � � W/(2)#4 HORIZ.BARS �-° 5. ALL WOOD COMING INTO CONTACT WITH CONCRETE TO BE \ - 2x4 PONY WALL @ 16"O.C. 2x4 TOP PLATE PRESSURE-TREATED WOOD OR EQUALLY WATER RESISTANT PER CODE. W/(2)#4 HORIZ.BARS �� o TREATED 2x4 SILL PLATE Q i 6. PROVIDE R-30 INSULATION BETWEEN FLOOR JOISTS OVER ALL UNHEATED \ N 6 MIL.VISQUEEN Q 14"x8"CONC. FOOTING WATERPROOF @FOOTING& j\j\ WATERPROOF @ FOOTING& \�\ CONTINUOUS OVER AREA. HOLD DOWN SCHEDULE ~ STEM WALL JOINTS,TYP. STEM WALL JOINTS,TYP. W/(2)#4 HORIZ.BARS - FOOTINGS,TYP. i a 6 MIL.VISQUEEN RETURNED UP � � ° 00 MARK HOLD DOWN ANCHOR BOLTS 16"x8"CONC. FOOTING AND OVER STEM WALL. 6"MIN. OVERLAP-SEAL ALL SEEMS 16"x8"CONC. FOOTING N c� W/(2)#4 HORIZ.BARS p W/(2)#4 HORIZ. BARS �� ��i� �A " -2' OT IN S HD14 PLATE W/7"MIN.SIMPSON )5/8"ANCHORB MLBED.CENTER OF V_4" � 1'_4" O N/A (2)1/2"ANCHOR BOLTS WITHIN PROJECT INFO 12"OF EA.END W/7"MIN. EMBED. FOUNDATION DETAIL HOUSE FOUNWA1 ION DETAIL GARAGE PONYWALL DETAIL 1 SCALE: 1/2" = 1'-0" SCALE: 1/ '-0" SCALE: 1/2" = 1'-0" GENERAL LEGEND TOF TOP OF FOOTING TOW TOP OF WALL 90'-0" TOS TOP OF SLAB FF FINISHED FLOOR FG FINISHED GRADE r 22'-0" 33'-0" 15-0 1/2" 2'-0" 17'-11 1/2" TYP.FOUNDATION WALL&FTNG. 0 — — — PER PLAN 1 T 4"CONC.SLAB OVER — — — 0 i 4"COMP. FILL W/EXP. 0 2x4 PONYWALL @ 16"O.0& V Q JOINTS AS NEEDED bo — — — STRIP FOOTING PER PLAN M M r111 9'-31/2" 11'-111/2" 11'-9" 7'-6" T-61/2" F -1 7'-11" 16"0 CONC. PIER I P1 1 18"SQ.x 8"CONC. PAD LC� �+ 6'-9 1/4" W/(2)#4 BARS EA.WAY BELOW FROST LEVEL L — J M M r--- _ Y.1 Z -------------- -------------- -------J P3 -------------- --------�---- -� � UJ ~ fri 1 P2 1 W/(2)4 BARSS EA.WAY 0 ———————————— —— — — —— — —— —— — — —— 0 1 �: 0 7-6' L — J t ' (V _ LL UJ V )��3 4"CONC.SLAB OVER 1 1 P3 I36"SQ.x 12"CONC.PAD l 0 COMP. . ( ) .WAY P1i WD L - J Z II II II II IL—J II II OJOINTS AS NEE o 11 - 3/4° J aQ I 9-1/2"I JOISTS 24"O. W/Zs" 16"x6"SCREENED 0 T&G YWOO DECKIN �—l 1 _ 0 N COVBIR ENTIRBICRAWLSPACE I VENTS(TYP.) /� r O III I 22"x30" I I I I I I 11 W/6 MIL.VAPCIR BARRIER; 11 I I I I I I I �+ W I I II CRAWL SEAL ALL SEEMS I IL— 4"CONC.SLAB OVER I ACCESS — —4"COMP. FILL W/EXP. — I r_ __ __ _ __ I E_ _ __ __ E_ _ _ J_�_ L o I i JOINTS AS NEEDED i I I I __�F10'-0 /2" 1'-1 12'-2" 1'- 0" 8'-2" 1'-�0" 7 1 Ti- 2'-2" � 1 I I I III II II II II II II � II II II II II II II II II II II II II II II II II I 10 III II II II II II II M II II II II II II II II II II II II II II II II II I I � II I III I 1 -7" I I I I I 1 '1 1 1/2" 11 11 11 11 11 11 11 11 11 11 11 1& 11 11 11 _ II II II I IJ' II II II EI _ L------------------------ - II I II II II II II II --IT- -- -- J 17 711 11- U � CONTRACTOR ----- 0 II II II II II II II III I I I I I I I I I I I I I II I I I I I I I I 1 511 " II II II II II 7'-1 1" I I I I II II II II II II II II II I I _ I 11 ------------------ F2 -- - - - -- - -- - -- -- -- -- - -- -- - -- -- o I LSP2—L_ o I o - I I I o _ II II II II II v I I v 1 1 ----------- �r- L -------- I I o - 1 I II II II II II II II II L9 II II II II I II II II II II I I II II II c'7 II II II II II II 2'-11 16'-2" 2,1-11 I 9'-11" i I r 11 11 11 11 11 I I 1 ' „ 11 I — -- — — — -- 9-1/2"I 1-JOISTS 11 24"O. 11 W/%8' I I I I I I I I —————————————————— T&G YWOO DECKIN I 11 11 11 11 1J 11 11 I1 I1 COVFIR ENTIREICRAWL$PACE - 6 3" 13 10 1/2" W/6 MIL.VAI BARRIER; SEAL LL SEE S I I I I I 1 II II II II II II II � � I II E __ __ __ _ r—____ II II � — -- -- , — I I $, �I I I I I 11 II III 4"CONC.SLAB OVE 4"COMP.FILL W/E X JOINTS AS NEEDED 4"COMP. FILL W/EXP.4"CONC.SLAB OVER I I — 22"x30" _ bo N JOINTS AS NEEDED o I CRAWLI I C? zo ao ACCESS - ti _JJ--J.L--11JJ-- I " PLAN STATUS I II E II II II II I �111 7-010'-9" 110" 9'-5" 11 11 11 16_ I .� 2 I I I II II II II II II II II II II I I �O` S 1.0 I I I 11 I I I I I I I I# I I I I I I I I I I 6'-4 1/4 QJG'� II II II II II 16"O CONC.PIER G \ � \ /� — —— — —— —— —— — J I BELOW FROST LEVEL `� II� , II II II II II II II II II II F I � - IP II ill II II 11 11 11 11 II I L--------- t----------� -� �- �- E -- - -- -- - - - 2' 0" %YOUT N P3 ———— —— 9'-101, 12'-2" 9'-3 1/2" 12'-0" 8 1/ T DRAWN BY: MLS 4"CONC.SLAB OVER DATE: 03/01/2020 4"COMP. FILL W/EXP. o REVISED: JOINTS AS NEEDED 00 22'-0" 22'-0" 22'-0" 16'-8" 7'-4" Sheet Title 90'-0" FOUNDATION & FLOOR FRAMING Sheet No. .� FOUNDATION & FLOOR FRAMING SCALE: 1/4" = V-0" simo ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS, CONSISTENT WITH THE BEST J PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR � RR cC IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND V CONDITIONS DEPICTED IN THESE PLANS RELATED TO z THEIR TRADE BEFORE STARTING CONSTRUCTION. W LLJ ANY DISCREPANCIES FOUND ON PLANS MUST BE 0 REPORTED TO ZODIAC DESIGN AND / OR GENERAL Q N CONTRACTOR SO THE NECESSARY CORRECTIONS CAN0 W BE MADE IN A TIMELY MANNER, AND BEFORE U w CONSTRUCTION CONTINUES. Q 2 Es O 1-- UPPER FLOOR / ROOF FRAMING NOTES: N � 1. BUILDER RESERVES THE RIGHT TO CHANGE PLANS TO MEET CURRENT N V BUILDING CODES. 2. (2)2x8 DF HEADERS @ ALL OPENINGS LESS THAN 5'-0"IN WIDTH U.N.O. 3. (2)2x10 DF HEADERS @ ALL OPENINGS GREATER THAN 5-0"IN WIDTH U.N.O. 4. REFER TO ELEVATIONS FOR ROOF PITCH AND ADDITIONAL INFORMATION. 5. PROVIDE ATTIC VENTILATION USING GABLE VENTS AND/OR RIDGE VENTS PROJECT INFO PER LOCAL CODES. 6. PROVIDE SCREENED SOFFIT VENTILATION AT EAVES PER LOCAL CODES. 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Z"PLY OD DE ING 3'-611✓2" I I I I I 12'-1 112" I I 8 / V II II II / L IIII -- II II I II II I I II LOAII III�EARIJ ILL 0 III 0III 821/III III III II ® III III IIIIII II IIIII II pp N (1)$14"LVL IIIII II IIIII II ® IIII�II II III I IIO IIII II II 3101 IIII IIII A1iI$ IIIIIII II II III III IIII II II III III IIIIII 1 II IIIII I I II II III I II IIIII IIII IIIIIIIII IIIIIII III COM II II �o° S 2 II O.C..C. �I � � _ I a CONTRACTOR (3)1-3/4"x 11-7/8"LVL I DO y1i (2)2x4 TRIM. (2)2x4 TRIM. BLO DING AT A POINT 14"ILV I D-BEA II ILOA INU 22"x3o° ATTIC 4" EFAB OR TR SSES 4"O.C. fTr 1 ACCESS W/ " YWOO� ECKIN$ o III \I w I I I IF I; \ 0 N I" > 04 II II II II II II — — III I I I I I I I I I I I1 II I I U m v Y y 11 11 1 11 11 11 11 11 11 1 I I I III I I W III r� U N I I I I I I I I I I I I COMMON TR.. SSES 24"O.Q. �xo I / I I I I III I I N GIRDER-L / � II / II II I II II II II II I1 I I II II II II II II II � / II II II II II II I _ PLAN STATUS — / III II II I II II II II II 11 I —_ - - JJI I II (2)14'LVL I // 1 O I I I I I H2 O 1 I 1. JAgK TRUSSIES @ 24"IO.C. 8.1 J / `��� !7 H2 I H3 cl�j)m SOLID BLK'ING AT ALL GIRDER END O LOCATIONS,(TYP.) DRAWN BY: MLS DATE: 03/02/2020 REVISED: Sheet Title UPPER FLOOR & MAIN LEVEL ROOF FRAMING PLAN .� UPPER FLOOR FRAMING & MAIN LEVEL ROOF FRAMING PLAN Sheet No. SCALE: 1/4" = 1'-0" S200 ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS, CONSISTENT WITH THE BEST J PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND V M CONDITIONS DEPICTED IN THESE PLANS RELATED TO z THEIR TRADE BEFORE STARTING CONSTRUCTION. w W ANY DISCREPANCIES FOUND ON PLANS MUST BE REPORTED TO ZODIAC DESIGN AND / OR GENERAL Q N CONTRACTOR SO THE NECESSARY CORRECTIONS CAN0 W BE MADE IN A TIMELY MANNER, AND BEFORE U IX CONSTRUCTION CONTINUES. Q 2 O El to UPPER FLOOR / ROOF FRAMING NOTES: O � x x x 1. BUILDER RESERVES THE RIGHT TO CHANGE PLANS TO MEET CURRENT U WOOD TRUSSES BUILDING CODES. 16 PLYWOOD PER PLAN DECKING 2. (2)2x8 DF HEADERS @ ALL OPENINGS LESS THAN 5'-0"IN WIDTH U.N.O. 3. (2)2x10 DF HEADERS @ ALL OPENINGS GREATER THAN 5-0"IN WIDTH U.N.O. 4. REFER TO ELEVATIONS FOR ROOF PITCH AND ADDITIONAL INFORMATION. 5. PROVIDE ATTIC VENTILATION USING GABLE VENTS AND/OR RIDGE VENTS PROJECT INFO PER LOCAL CODES. BLOWN-IN 6. PROVIDE SCREENED SOFFIT VENTILATION AT EAVES PER LOCAL CODES. FIBERGLASS ATTIC INSULATION PER PLAN ASPHALT SHINGLE ROOFING �'TYPE'X'GYP. e"TYPE'X'GYP. 12 OVER 15#FELT BOARD AT CLG. BOARD AT CLG. (PER PLAN) 7/16"PLYWOOD SHEATHING 2x4 WOOD STUDS @ 16"O.C. W/"H"CLIPS W/(1)LAYER q"GYP.BOARD 7t INTERIOR SIDE ONLY INSULATION BAFFLES W/2"AIR SPACE 0 2x4 WOOD STUD @ 16"O.C. CONTINUOUS FROM FOUNDATION TO CEILING W/(1)LAYER"TYPE O 'X'GYP.BOARD,EA.SIDE { U Q "D"METAL EDGE M MJ ♦^ Q P.E.WOOD TRUSSES W W V �MA�El SECTION ROOF @ 24"O.C. UNLESSSUB-FASCIA AS SPECIFIED Ln 2" - 1'-0" H1 OTHERWISE NOTED FASCIA AS SPECIFIED SOFFIT&SCREENED M MM OZ R-49 BLOWN-IN ATTIC VENTS AS SPECIFIED 'W^ Z _ Z. w b - - ® INSULATION PER PLAN LLJ V♦ 2x STUDS AS Ov of N %2"GYP. BOARD SPECIFIED J 0 H1 WOOD SHEATHING AS LL W V DBL 2x6 TOP PLATE SPECIFIED a� OGIRDER TOP CHORD BEARING FLOOR H1 WATER-RESISTANT HOUSE TRUSSES 24"O.C.W/ TRUSSES W/DBL TOP PLATE @ /2"GYP. BOARD WRAP PER CODE[R703.4] I ADD FLASHING WINDOWPLYOOD DECKING 24"O.C.W/g PLYWOOD DECKING AND DOOR OPENINGS PER T P CHORD BEARING FLOORCODE[R703.8]. 0 J Q � toI I I I I I III I H1 FINISHED FLOORING OR EXTERIOR SIDING OR ti to I I I I I I I I I I I LLI SUB-FLOOR AS SPECIFIED OR OTHER MATERIAL AS I I SPECIFIED 0 cq FLOOR JOISTS AS SPECIFIED R20MIN BATT I ]Llt 0MW ulI T&G PLYWOOD DECKING INSULATION PER PLAN q"GYP.BOARD \_}"GYP.BOARD it r I I I I I I I I I I NAILED&GLUED TO JOISTS 2x6 BOT. PLATE 2x4 WOOD STUDS @ 16"O.C. I �� 1If • 2x6 PRESSURE TREATED CONTINUOUS TO DBL.TOP CHORD L— I Jl4 I OF FLOOR TRUSSES W/(1)LAYER}" I I SILL PLATE W/ANCHOR GYP.BOARD INTERIOR SIDE ONLY 2x4 WOOD STUD @ 16"O.C. BOLTS AS SPECIFIED CONTINUOUS FROM FOUNDATION - R-30 BATT INSULATION FINISH GRADE SLOPING TO CEILING W/(1)LAYER E'TYPE CO MON T ES 24"O. X GYP.BOARD,EA.SIDE I I I /� I I I I I I I IN-BETWEEN I-JOISTS AWAY FROM FOUNDATION �NI I I PER PLAN \/�\ BSWCAAL I U Ii i 2x4 PONY WALL PER PLA N 22"x30" 6 MIL.VISQUEEN SEAL OVER CONC.WALL PER PLAN SECTON LOORFRAMNG ATTIC ;IACCESSI H1 CONC FTG PER PLAN L 10 1 I I SEEMS WITH 4 VYCOR TAPE CONTRACTOR � .. I I I I I I I I I I I I I I vs YP. WALL SECTION CALE: 1/2" V-0" = 22"x30"I I I I I I I I I I I I I I I I 2x4 WOOD STUDS @ 16"O.C. ATTIC W/(1)LAYER q'GYP.BOARD 11 INTERIOR SIDE ONLY II IACCESSI 2x4 WOOD STUD @ 16"O.C. CONTINUOUS FROM FOUNDATION TO CEILING W/(1)LAYER t"TYPE — — — — — — — — — — — — WOOD JOISTS&PLYWOOD 'X'GYP.BOARD,EA.SIDE O III I I SHEATHING PER PLAN - V N U Lu e a aQ �J N (2)ROWS 2x6 MUD SILL [Ifa N FIBERGLASS BATT Y I I III Lu INSULATION PER PLAN CONC.STEM WALL a — PER PLAN ad 2x4 PONYWALL @ 16" Q 0�V• // \ Ir 4 If O.C.EA.SIDE CONC.FOOTIN _ II �J� I III ® �1 O PER PLAN O S2 Sim. PLAN STATUS �4"� V-0" 4" III I I IIII 0+ II I I WALL SECTION 0 FOUNDATION H1 IH1 CSCALE: 1/2" = V-0" SOLID BLK'ING AT H1 `0 O� ALL GIRDER END V LOCATIONS,(TYP.) DRAWN BY: MLS DATE: 03/01/2020 A_A FIRE-RATED SEPARATION WALL DETAIL 1 UPPER LEVEL ROOF FRAMING PLAN REVISED: SCALE: 1/2" = 1' 0" SCALE: 1/4" = 1'-0" Sheet Title UPPER LEVEL ROOF FRAMING Sheet No. S2ml ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS, CONSISTENT WITH THE BEST J PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR Q IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND 0 \ CONDITIONS DEPICTED IN THESE PLANS RELATED TO z THEIR TRADE BEFORE STARTING CONSTRUCTION. W W oo ANY DISCREPANCIES FOUND ON PLANS MUST BE 0 REPORTED TO ZODIAC DESIGN AND / OR GENERAL Q CONTRACTOR SO THE NECESSARY CORRECTIONS CAN 0 Lv ATTIC VENTS BE MADE IN A TIMELY MANNER, AND BEFORE w U AS SPECIFIED � 2x4 OVERBUILD @ 24" O.C. ON ROOF SURFACE CONSTRUCTION CONTINUES. Q O P.E. WOOD TRUSSES @ 24" O.C. ASPHALT SHINGLES PER Q UNLESS OTHERWISE NOTED PLANS OVER 15# FELT N O � IV c� 16 PLYWOOD SHEATHING 2 OVER TRUSSES W/ H-CLIPS PER PLAN � - NSULATION BAFFLES PROJECT INFO W/2" MIN. AIR SPACE A S2.1 'D' METAL C� _ DRIP EDGE O V Q 1x FASCIA OVER 2x J Q 1 x FASCIA OVER 2x SUBFASCIAAS SPECIFIED m SUBFASCIA AS SPECIFIED J P.E. WOOD TRUSSES 5"TYPE 'X' GYP. / \_5. @ 24' O.C. UNLESS -49 BLOWN-IN ATTIC s 'TYPE 'X' GYP. OTHERWISE NOTED J Ln INSULATION PER PLAN BOARD AT CLG. BOARD AT CLG. M m Z SOPFFIT & SCREENED VENTS AS SOPFFIT& SCREENED VENTS AS UJ O SPECIFIED; BLOCKING @ 24" O.C. SPECIFIED; BLOCKING @ 24" O.C. 2x4 INTERIOR WALL @ 16" O.C. 1 O W/2" GYP. BOARD EA. SIDE 2x4 WOOD STUDS @ 16" O.C. WINDOW&STRUCT. LL W U CONTINUOUS TO TOP PLATE HDR. PER PLANS O J Q 2" GYP. W/(1) LAYER 2" GYP. BOARD Z ' Q BOARD TYP. INTERIOR SIDE ONLY FIRE-RATED SEPARATION WALL: 5 2x6 EXTERIOR WALL (TYP.) '1, Q W/R-20 (MIN.) BATT INSULATION 2x4 WOOD STUD @ 16" O.C. 2 GYP. 0 1"- W CONTINUOUS FROM FOUNDATION BOARD (TYP.) am P: TO CEILING W/(1) LAYER$"TYPE 2x6 EXTERIOR WALL r _ 'X' GYP. BOARD, EA. SIDE 2x4 INTERIOR WALL @ 16" O.C. W/ R-20 (MIN.) BATT INSULATION O O TOP CHORD BEARING FLOOR W/21" GYP. BOARD EA. SIDE a m TRUSSES W/DBL TOP PLATE @ INSTALL WATER-RESISTANT 24" O.C. W/$" PLYWOOD DECKING HOUSE WRAP PER 2015 IRC. FLOOR FRAMING TOP CHORD BEARING FLOOR FLOOR FRAMING PER PLAN TRUSSES W/DBL TOP PLATE @ / \ PER PLAN 24" O.C. W/$" PLYWOOD DECKING r 1 \ 1 DBL. 2x6 DBL. 2x6 BOT. PLATE BOT. PLATE - - - - CONTRACTOR WINDOW& STRUCT. 2" GYP. D HDR. PER PLANS BOARD (TYP.) B 2" GYP. S2.1 BOARD (TYP.) A1.1 2x4 INTERIOR LOAD-BEARING 2" GYP. 2x6 EXTERIOR WALL WALL @ 16" O.C. W/2" GYP. I BOARD (TYP.) W/R-20 (MIN.) BATT INSULATION BOARD EA. SIDE 2x4 WOOD STUDS @ 16" O.C. CONTINUOUS TO DBL. TOP CHORD - 1" GYP. 2x6 EXTERIOR WALL z OF FLOOR TRUSSES W/(1) LAYER 2" I W/ R-20 (MIN.) BATT INSULATION 6" PLYWOOD BOARD (TYP.) GYP. BOARD INTERIOR SIDE ONLY SHEATHING FIRE-RATED SEPARATION WALL: 2x4 WOOD STUD @ 16" O.C. CONTINUOUS FROM FOUNDATION I I LAP SIDING _ PER PLANS TO CEILING W/(1) LAYER$"TYPE X' GYP. BOARD, EA. SIDE 2x6 BOT. PLATE $"T&G PLYWOOD SUBFLOOR I R-30 (MIN.) BATT OVER FLOOR JOISTS AS INSULATION BETWEEN FINISH GRADE SLOPING 2x6 MUD SILL W/ANCHOR SPECIFIED / I JOISTS AS SPECIFIED BOLTS AS SPECIFIED f AWAY FROM FOUNDATION I PLAN STATUS 6 MIL VISQUEEN VAPOR-BARRIER O+ OVER ENTIRE CRAWLSPACE; I I 2x4 PONYWALLS @ 16" O.C. ON SEAL ALL SEAMS CONC. FOOTING PER PLANS Ilk J�#C7 a - . a ° a c DRAWN BY: MLS $2.1 DATE: 03/02/2020 REVISED: Sheet Title BLDG. �E�TION C_C SCALE: 1/210" BLDG. SECTION Sheet No. SIO ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS, CONSISTENT WITH THE BEST J PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR ` J IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND V H ' POT 0 CONDITIONS DEPICTED IN THESE PLANS RELATED TO v z M 1 - THEIR TRADE BEFORE STARTING CONSTRUCTION. W 00 o - IF ANY DISCREPANCIES FOUND ON PLANS MUST BE/9'_ N " o REPORTED TO ZODIAC DESIGN AND / OR GENERAL N CONTRACTOR SO THE NECESSARY CORRECTIONS CAN0 W I I ° m BE MADE IN A TIMELY MANNER, AND BEFORE pC - / 1 � CONSTRUCTION CONTINUES. � U / 1 / \ - 1 _ 0 I --IVA to O 1 1 E10 D N u IN CEILING ' v v S I PROJECT INFO � � � I I I I I � • \ / F - - - - - - - - - - - - - - - - - - — 1 EE r PHOTO F`LL PHOTO LL IF / I ♦��♦♦ O --�__\ a V � --_-- ® I I I I I I - \ � � r I I ' \ / - J M �MH � LO ' PHOT CELLLLJ W Z UNIT ' --� V U- w c� I / >1 IN CEILING zLa P to � Q -, --------------------------------- W O N — - � IF m _ II � CONTRACTOR s o UNIT 'A' O MAIN LEVEL ELECTRICAL\ 1 SCALE: 1/4" = 1'-0" _- I I I I I I I I I I I I h I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL & MECHANICAL NOTES: ELECTRICAL LEGEND I I I I I I I I I I I I I I - 1. MECHANICAL CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF I D DESCRIPTION I 1 1 ALL VENTS AND DUCTWORK PRIOR TO CONSTRUCTION. 2. FURNACE DUCTS FROM THE GARAGE INTO THE DWELLING ARE TO BE `\ , A MINIMUM OF 26 GAUGE GALVANIZED SHEET METAL WITH NO O SMOKE/CARBON MONOXIDE DETECTOR OPENINGS INTO GARAGE. FIRESTOP AND SEAL AROUND DUCT PENETRATIONS. F EXHAUST FAN 3. FURNACES, HEAT PUMPS,WATER HEATERS AND OTHER MECHANICAL , S / EQUIPMENT AS WELL AS GAS PIPING LOCATED IN GARAGE ARE TO BE / PROTECTED FROM AUTOMOBILE IMPACT. SEE MECHANICAL SINGLE POLE SWITCH PLAN STATUS INSPECTOR FOR PROTECTION REQUIREMENTS. 4. APPLIANCES INSTALLED IN GARAGE GENERATING A SPARK,GLOW OR THREE-WAY SWITCH / FLAME MUST KEEP PILOTS, BURNERS,HEATING ELEMENTS AND 1 Q O SWITCHES A MINIMUM OF 18"ABOVE FLOOR SURFACE. 5. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMAR4Y POWER FROM SINGLE POLE SWITCH W/DIMMER THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTER i BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A COAX/CAT5+OUTLET _ DISCONNECTING SWITCH OTHER THAN REQUIRED FOR Q OVERCURRENT PROTECTION. ALL SMOKE DETECTORS ARE TO BE i' WIRED TOGETHER ON ONE CIRCUIT AND DESIGNED FOR ALL 110v OUTLET-DUPLEX RECEPTACLE A `. DETECTORS TO SOUND IF ONE DETECTOR IS ACTIVATED. ' \1 6. IN BATHROOMS,WATER CLOSET COMPARTMENTS AND LAUNDRY 110v OUTLET-QUADRUPLE RECEPTACLE V O` ROOMS PROVIDE A MECHANICAL FAN CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR OR OPERABLE WINDOW. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST 3 FEET FROM ANY 220v OUTLET-SPECIAL PURPOSE RECEPTACLE OPENING INTO THE BUILDING. 7. 50%OF FIXTURES SHALL HAVE HIGH EFFICIENCY BULBS. ® RECESSED CAN LIGHTING-FLUSH MOUNTED DRAWN BY: MLS MINIIATURE CAN-RECESSED LIGHTING DATE: 03/02/2020 PENDANT LIGHTING-SUSPENDED FROM CEILING REVISED: ® O ® 11 {�} STANDARD LIGHTING-CEILING MOUNTED Sheet Title T_A6_ STANDARD SCONCE-WALL MOUNTED ELECTRICAL PLAN -Mbi- EXTERIOR SCONCE-WALL MOUNTED Sheet No. FLOURESCENT FIXTURE-CEILING MOUNTED El ■ � 2 UPPER LEVEL ELECTRICAL SCALE: 1/4" = V-0" CEILING FAN HANGING CHANDELIER WITHOUT LIGHT /CUSTOM FIXTURE ALL WORK TO BE PERFORMED BY LICENSED CONTRACTORS, CONSISTENT WITH THE BEST PRACTICES OF TRADE INVOLVED. EACH CONTRACTOR C IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND F CONDITIONS DEPICTED IN THESE PLANS RELATED TO THEIR TRADE BEFORE STARTING CONSTRUCTION. V ANY DISCREPANCIES FOUND ON PLANS MUST BE W C 20'`0"° ° ° P.I REPORTED TO ZODIAC DESIGN AND / OR GENERAL Q U ® CONTRACTOR SO THE NECESSARY CORRECTIONS CAN ° BE MADE IN A TIMELY MANNER, AND BEFORE CONSTRUCTION CONTINUES. U C jjj UNDERGROUND PRESSURIZED a N IRRIGATIONT SYSTEM WILL TIE INTO a a ' EXIST. SERVICE AT THIS LOCATION a a IRRIGATION SYSTEM SHALL BE a a v° DESIGNED FOR LONG TERM OPERATION B a a PROJECT INFI AND LOW MAINTENANCE TO MEET OR O a > a EXCEED THE MINIMUM SYSTEM a STANDARDS ADOPTED BY BOISE CITY. ° v III cn V U- W ° e O J 8 Z a � O � 6' CEDAR FENCE 6' PRIVACY FENCE ° a NORTH Owl 4 WROUGHT a IRON FENCE CONTRACTOI 10'x18' PARKING B o a o \ saw SHAR ° // DRJVEWAY, ?«I J UNIT '6' I • ° ° UNITB ° ° ° ° ° ° • . • • ' . a a a a ® Q 4 WALK° a WELLING GARAGEI \\ 00 W 0 0 �� L - - ° I El J UNIT A \ / ■ '. ', . ' L — \ / _ (D PLAN STATU, � — — � p DWELLI \, — Oo z x00 / « UNIT 'A' T 0 4° WALK m a « ° ° / \ GARAGE ° . . •, . . a ,��PJG (�� SIDEWALK 4 WROUGHT �« ,�1 DRAWN BY: MLS IRON FENCE , - s DATE: 03/02/202 REVISED: / LEGEND Sheet Title PROPEF-LINE , P R I VACY LANDSCAPE OO ASPEN TREES SETBACK LINE 6✓W ' FENCE LINE AA V7 0 CONC G AB RMRU95EEN 6' CEDAR FENCE PLAN 0 B°Gw,AUT° I FENCE Sheet No. SPRINKLERS SHR USE & SMALL PLANTS ERMA-K 0 PLANTERINKLE -NCI] L_�AO ,EF INKLERS _ _ LANDSCAPE PLAN 1 SCALE: 1 — 10