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18 Scenic Drive PERMIT PLANS 9 Q o _o _Ln a U N � _j o L O � 3 I J O n X 3 WQ � w LL 0 U Ncl i Ws o � T i � 0 W Q W � a 0 � L oo v __j L Ln N m 3 Ilj 6 i I wzv Ov � O z = U J W W J N W O LW U N IQ S i Q N R O � � q I I PATIO DECK C� DN -� I I I SHED I I I p, r —————i �_ L—t-- I /\ I O I O I O I BATHROOM I LAUNDRY BATHROOM O a O KITCHEN BEDROOM DINING ROOM I BEDROOM O CLOSET CLOSET WH O - - — — — — — — - -El- - - - - DN CLOSET --CLOSET — LL ►-a z P-+ L J STORAGE LIVING ROOM w BEDROOM — CLOSET O n V J Q O I I ' UP 1 W J Lu Cn � OLL 4 W U BASEMENT PLAN FIRST FLOOR PLAN w z I--I � U SCALE: I/4"=1'-0" SCALE: I/4"=1'-0" � 00 WW 00 6 MARCH 2O23 1/4" = 1'-0" EXI 9 Q o _o _Ln a U N � _j o L O � 3 I J O n X 3 WQ � w � 0 0 U N 21 i Ws o 1 L U C � � T i W °' Q W a 0 L L a oo v a� ® ® 6 ® ® 3 I W z O w LLJ W zN WzU 07F s i el- Qj Q L R O FRONT ELEVATION RIGHT SIDE ELEVATION `` w SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ^ �c � W U O z ~ W � Q W LJ LU Q co LU FF--+I LL W U � � z I--I Lu z0 W LI 00 lit it I I 1 11 REAR ELEVATION LEFT SIDE ELEVATION 3 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 6 MARCH 2O23 1/4" = 1'-0" EX2 9 GENERAL NOTES : Ln a I. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALL U >_ NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES. _j 0 3 O - 2. ALL DEBRIS TO BE DISPOSED OF IN A MANNER TO MEET ALL FEDERAL, m 0 STATE, AND LOCAL CODES AND ORDINANCES. Qw Q 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED PERMITS, w o FEES, AND INSPECTIONS. U CN 21 4. THE WORK SITE IS TO BE CLEANED OF ALL DEBRIS AT THE END OF uj s EACH DAY. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ONSITE AND _ Ln COORDINATE WITH SUBCONTRACTORS. DIMENSION DISCREPANCIES OR L U PERCEIVED AMBIGUITIES IN THESE DRAWINGS SHALL BE BROUGHT TO60 w " THE ARCHITECT'S ATTENTION FOR INTERPRETATION OF THE INTENT Q w L LC a DECK OF THE DRAWINGS. o DN Ln a� 3 Ilj 6 i I wzv Ov o z = I'-0" 6'-9" 11'-8,V2" 13'-3"± 4'-0"± I'-01. LL] n CENTER ON J DOOR B LOW W CD W u Q s i Q 66 = O ______J �L _ o SOAKING v � O � � � TUB ca 5 -0 O BATHROOM j ALIGN WALL WITH CHIMNEY ENCLOSURE 1'-6' _ ® a O KITCHEN BEDROOM I DINING ROOM 2 8 � 10 O° BEDROOM DOOR MAY SWING CHIMNEY �' OUT ONTO LANDING AT CLOSET CLOSET OWNER'S OPTION Z Z BEDROOM 60" VANITY t= JI (D J U J \� I (D_ �� x WINDOW DN_- CENTERED J C� WALK-IN CLOSET RUNDER IDGE IIIIII IIII d DN OWNER MAY SPECIFY WALK-IN CLOSET KNEEWALL AT DIFFERENT HEIGHT IF DESIRED AT ANY 5'-9y" NEW STAIR IS 15 RISERS OF LINE OF 8' HIGH CEILING LOTION APPROXIMATELY 7-II/16" WITH N 9-1/2" TREADS ( ACE OF TREAD CL r r z z z z z_ z TO FACE OF TREAD) z c� II N U UIf I I� 40*1170U I BEDROOM LIVING ROOM L 5' HIGH WALL HIGH WALL L CLOSET EXISTING CHIMNEY REMOVED NOTE: THIS AREA IS NOT A 19/z I DORMER. IT IS SHOWN EXISTING CHIMNEY REMOVED �� EXTENDED BECAUSE THERE WILL NOT BE A KNEEWALL 0 EN TO BELOW 10 HERE TO ALLOW FOR N HEADROOM FOR THE STAIR rn 7'-4"± EQUAL A 5'-0" 13'-0"± 5'-0" 7'-4"± EQUAL A THIS DORMER WALL IS ALIGNED FIRSTFLOOR PLAN WITH STAIR AS SHOWN. BOTH SECOND FLOOR PLAN DORMERS TO BE THE SAME I SCALE: I/4"-I'-0" DISTANCE AWAY FROM THE ENDS OF THE HOUSE. ADJUST (2 SCALE: I/4"=1'-0" DIMENSIONS AS REQUIRED � W U O z LL C) C) Q LJ Lu EXTEND EXISTING CHIMNEY w J F+�I O LU Z W OU O z w W 00 ROOF PLAN 6 MARCH 2O23 3 SCALE: 1/4"=1'-O" Al 9 Q o _o _Ln a U N � _j o L O � 3 I J O n X 3 wQ � � 0 U Ncl 0 i Ws 12 Ln E I TOP OF PLATE U L 0 12 W Iv 12 LEI o w ■ I Q � v 00 i � Ln cn 3 L Lz Ln Ow v = S O LW TOP OF NEW uj '" CD SUBFLOOR W v TOP OF EXISTING 0 s CEILING JOIST Q NOTE: NEW 16" TJI = ® ® ® ® JOISTS SIT ON PLATE RUN ACROSS " TOP OF EXISTING ® ® ® ® CEILING JOISTS AT EXTERIOR WALL 1 � W ■ � C� �C FRONT ELEVATION 12112 PITCH RIGHT SIDE ELEVATION 4 SCALE: 1/4"=1'-O" 2 SCALE: I/4"=1'-0" THESE BEDROOM WINDOWS MUST MEET SIZE REQUIREMENTS AS EMERGENCY EGRESS AND RESCUE WINDOWS V 1 LL O v � W C) C/-) Q W � � WLu tl - J Q O O W Z w a U z w zu 0 0 w W ° REMOVE EXISTING CHIMNEY AND INFILL AND SEAL BASEMENT 6 MARCH 2O23 FIREPLACE REAR ELEVATION LEFT SIDE ELEVATION 3 SCALE: 1/4"=1'-O" 4 SCALE: I/4"=1'-O" A2 c 0 0 � .N U Ni __j o _ O � 3 I J rn O Q X 3 C/ w < v 0 0 N 0 i ws o U � 0(2) 2X8 HEADER (2) 2X8 HEADER (2) 2X8 HEADER w ac rY �' w w U CO co J 16" JJI O F 0 J01 TS .C. X X = w W N N I)OUE LE (2) 2 8 N IJ_ O W iEAE ER HEA ER I 1 I IW LLJ � W w W 0 s OU LE (2) 2<8 iEA1 ER HEAE ERLu = (2)HEAD R o FRAMING NOTES : Lu I. ALL DIMENSIONAL LUMBER TO BE SPRUCE/PINE/FIR #2 OR BETTER; KD WITH w w w N 2 8 CE LING GIST 16" c. MAXIMUM MOISTURE CONTENT OF 19%. ALL WOOD IN CONTACT WITH CONCRETE V rA OR MASONRY TO BE PRESSURE TREATED. ANY WOOD EXPOSED TO WEATHER (DECKS, STEPS, ETC.) TO BE PRESSURE TREATED. 0 0 o RAFTE HEADER RAFTE HEADER � END OF JOISTS TIED END OF JOISTS TIED END OF JOISTS TIED 2. RAFTER SIZES SHOWN ARE MINIMUM REQUIRED SIZE FOR STRUCTURAL LOADS. w J J TO RAFTERS U TO RAFTERS U TO RAFTERS DEEPER RAFTERS MAYBE REQUIRED TO FIT ENOUGH INSULATION TO MEET R60 0 o QD DEPENDING ON WHAT TYPE OF INSULATION IS USED. 4x4 POST � � 3. OBTAIN AND FOLLOW MANUFACTURER'S REQUIREMENTS FOR ALL ENGINEERED DOWN N o N o 2x8 FRAMING LUMBER, INCLUDING PUBLISHED DETAILS < TO ALLOW FOR STAIR NEW 16" TJI 110 JOISTS SIT HEADROOM ON TOP OF 2X6 PLATE (2) 2X HEADER (2) ft HEADER THAT IS RUN ACROSS THE TOP OF THE ENDS OF THE CUT OPENING AND REFRAME EXISTING EXTERIOR WALLS INSULATION NOTES : (NOT INTERIOR WALL - IS IS EXISTING CEILING TO NOT BEING USED FOR I. NEW EXTERIOR WALLS MINIMUM R30 IN CAVITY OR R20 IN CAVITY ALLOW FOR NEW STAIRS BEARING). SECOND FLOOR FRAMING PLAN CEILING FRAMING PLAN WITH R5 CONTINUOUS INSULATION ON EXTERIOR. 2. ATTIC FLOOR OR ROOF MINIMUM R60. PORTIONS OF CATHEDRAL SCALE: I/4"=1'-0" SCALE: I/4"=1'-0" CEILING WILL REQUIRE SPRAY FOAM INSULATION OR A COMBINATION OF SPRAY FOAM INSULATION AND BATT INSULATION TO REACH R60. 3. WINDOWS MAXIMUM U=0.30. XIO FOOF TnkFTERS 16' T.C. (2) 2X10 Lu HE DER w z LJ z U 0 (2) 2X10 W N HEADER N Tn C) 2X12 RIDG BOA D `.' ) Q Lu W J (2) 2x10 HEADER (2) 2x10 HEADER 6 U Q 0 0 w w w w o o W N m � m ~ Q F- F o w o W 0 0 0 0 L � u N N N N co 0 ( n z N v W U N N z LLJ °° 2 10 R OF RA FTER 16" .C. DORMER ROOF FRAMING PLAN - SCALE:FRAMING PLAN SCALE: I/4"=1'-0" 3 SCALE: I/4"=1'-0" 6 MARCH 2O25 1/4" = 1'-0" si