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HomeMy WebLinkAboutDwellingB 7 NOTE: COORDINATE ALL ELECTRICAL NOTE: INSTALL NEW RAIN GUTTERS 2 TO BE RELOCATED TO NORTH TO MATCH PROFILE AND COLOR WALL OF NEW ADDITION OF EXIST. HOUSE RAIN GUTTER 12 NEW ASPHALT SHINGLES RIDGE VENT 4� 12 12 RELOCATE EXTERIOR TO MATCH EXIST. HOUSE LIGHT FIXTURES AND 12 4 4 _ — HOUSE NUMBERS NEW FASCIA AND SOFFIT 4 TO MATCH EXIST. HOUSE NEW LAP SIDING TO MATCH EXIST. HOUSE NEW RAILING SEE DET.7/A2 IF L�J EXIST. MASONRY FOUNDATION WALL o I I I I I I EAST ELEVATION i i i i INSTALL NEW "TREX" SOLID SIDING INSTALL NEW "TREX" SOLID SIDING i i a w TO MATCH ELEVATION & PROFILE OF TO MATCH ELEVATION PROFILE OF I I 2 NORTH ELEVATION (SOUTH ELEVATION SIMILAR) F W �_� EXIST. MASONRY FOUNDATION WALL EXIST. MASONRY FOUNDATION WALL , „ F Q Z H wl A2 1/4" = 1'-0" -J A2 1/4" = 1 -0 o cn 3 Hazes IN � � �F N NEW ROOF OVERHANG W w o x o 16'-8" TO MATCH EXISTING lo ROOF OVERHANG u z ol 16'-8" 16'-8" 8'-0 5 -0" 3 -8" 2,_0» o Q a Q 3'-9 11/2" 3'-9 1/2" 5" UNIT A ADD 2 -0 lo 3 1/2" STUD WALL 8'-0$$ 5'-0" 3'-8" 8'-0" 5'-0" 3'-8" 2 IN EXISTING WALL TO AT 16" O.C. 3/8" FASCIA 6X6 4X4 - - - - 2 SUPPORT NEW ROOF (TREX) POST POST EXIST. WINDOW FRAMINGo _4 JOIST HANGERS (2)2X10 (1)2X10 TO REMAIN W1 I N V SECURE TO EXIST. — — — — — — — — —— — — .1w 2X10 LEDGER �n Q� `� METAL - 'n F1 F2 '1 -' COAT HOOK RAIL II RAILING 1 ,..• .:.. 2X10 2X8 2X12 JOISTS JOISTS I I STAIR I I I I I �\e V CENTERLINE OF CENTERLINE OF o I STRINGERS 8 i R I I 2'-0°' t� ' ^� REMOVE DOOR D KI I I I I 1 _ _ _ _ o EXISTING DOOR 4"GONG. SLAB N b EXISTING DOOR �? 11 TREADS N 0 2 D100 I I I I I N O I I I — I I I I ( TREX ) I I AND FRAME_ — — O I 1 1 _ RIDGE N o UNDER STAIR ` '�� : N I I I I ENLARGE OPNG. I I I I 1 7 2 7 I Lo 00 (2)2X10 o I 7"RISERS 10 o0 7 I I I I 1 Lo EXISTING 0 10 00 to .1MAX. WIDTH 2 ��`.�- I I I I I A TRUSSES N 2 Q, ("TREX ) JOIST JOIST I I I I 1�1"TREAD O HANGERS HANGERS OVERHANG _ - ___ ___ ____ __ _1 -1 w t in CAB. �j BENCH CI AB. ;; �n 4/12 SLOPE ;n Z • - - F1 F2 (2)2X10 6X6 (1)2X10 W1 I w w y POST 4X4 ADD 2X10 BRIDGING BETWEEN EXIST. WINDOW I I INSTALL H1 18-GAUGE GALVANIZED _> � 3/8" FASCIA FLOOR JOISTS AS NECESSARY TO REMAIN SEE DETAIL 11 A2 FOR _ N GALVANIZED HURRICANE TIES (TREX) POST TYPICAL WALL CONSTRUCTION 2 SIMPSON STRONG-TIE FOR EACH ct ;_4 Q � "' FOOTING PLAN FLOOR FRAMING PLAN I 2 sIM REMOVE EXIST. ROOF TRUSS MEMBER ) o W o > UNIT B ROOF OVERHANG 3 00 G 4 00 G I °° - » » - » I FLOOR PLAN (AS NECESSARY) U w M .1 A2 1/4 - 1 -0 A2 1/4 - 1 -0 5 TO ACCEPT NEW ^� A2 1/4" = 1'-0" ROOF FRAMING P4 N UNFACED FIBERGLASS TRUSS DESIGN s ROOF FRAMING PLAN INSULATION R-49 BY REGISTERED ASPHALT SHINGLES STRUCTURAL ENGINEER A2 1/4" = 1'-0" 6 MIL POLY 2-LAYERS 15# FELT VAPOR BARRIER REMOVE EXIST. ROOF OVERHANG 1/2" ORIENTED STRAND RIDGE VENT CAS NECESSARY) TO ACCEPT BOARD SHEATHING ROOF TRUSSES • 6" ROUND LED FIXTURE TRUSS BEARING �'�0 S\�\E\"� AM N TO MATCH EXIST. DER . }❑ EXIST. SURFACE MOUNTED (VERIFY) & WP4 12 EXISTING TRUSS \G � FIXTURE1'-9 1'-9" TO NEW WALLL ASSHHOWN RELOCATED EL. 108.09 - O SEE ELEV. 1/A2 � TOP OF STUD WALL FLASHING-> 1/2" GYP. BD. lL __ 1/2" GYP. BD. W O ~ ________ NEW ROOF TRUSS TO BEAR AT SAME W EL. 107.14 � ill � U ELEVATION AS EXISTING ROOF TRUSS 0 MATCH FASCIA PROFILE AND FINISHES TO MATCH / AWNAG WND4c� I E1< REMOVE DOOR, FRAME, AND WALL. / � • p.., EXISTING BLDG. T-== / `�~o = I I INSTALL NEW LINTEL, AS REQUIRED, 2"WD AWNING WND.N� 0 2"WD. NOTE: ALL DECK BOARDS, TOP RAILINGS, I II TO MAINTAIN EXIST. TRUSS BEARING. TRIM / _ �I TRIM 2 Ws• \I TRIM cl CONTINUOUS -7 1/2 TRIM 4 0 1 -7 1 2� II / 4 0 O AND DECK FASCIA TO BE "TREX" SOFFIT VENT = #F ' REFINISH GYP. BD. WALL LEVEL AND 0 MATERIALS OR APPROVED EQUAL \ / METAL SOFFIT SMOOTH W/ NEW GYP. BD. WALL 00 co , » TO MATCH ELEVATION �� I N w � 2X4 "TREX" TOP RAIL �, LL AND PROFILE OF N� I N ry EXIST. BLDG. SOFFIT. /p p� I I i 2X4 WOOD RAIL - / 1/2" GYP. BD. Lo I II COAT HOOK RAIL REFLECTED Q i� (TREATED) T==== I =___�= I II '� I w 1 1/2" DIA. METAL HAND RAIL > I II 12 CEILING PLAN W �___= CABINETS (4) ___-1_ I II 1/2" GYP. BD. � _ 1/4" CABLE ® 4" O.C. � ---- I II NEW FINISH FLOOR ELEV.TO A2 1/4 - 1 -0 1'-0" CARRY-THRU FROM EXIST. TOP OF BENCH BLDG. TO NEW ADDTION V FINISHED DECK TO iv DECKING- �� I II NEW SUB-FLOOR TO �� a TO MATCH EXIST. I I MATCH FINISHED ELEVATION WOOD BASE E 6X6 WOOD POST 4X4 WOOD POST FLOOR ELEVATION 3/4 T&G OPEN I I it OF EXIST. SUB-FLOOR EL. 100.00 SUBFLOOR USP HEAVY COLUMN BASE ANCHOR USP POST ANCHOR w 0 2X8 JOISTS ® 15 1/2" O.C. 2X10 JOISTS CBS66 - 5 1/2 X 5 1/2 X 8 3/4 PAU66 - 3 5/8 X 3 5/8 X 7 NOTE: 1 1 ' (TREATED) © 15 1/2" O.C. `� W/1" STAND-OFF W/1" STAND-OFF a STAIR RISERS & POSTS °O SECURE TO WOOD POST W/ - SECURE TO WOOD POST W/ TREADS TO BE (TREATED) Y LEVEL ASSREQU REDS4 GALV. JOIST OPTION: 1 1 6 MIL POLY V.B. 1�v ELEVATION (OPPOSITE STAND-OFF (2) 1/2 GALVANIZED BOLTS (2) 1/2" GALVINIZED BOLTS "TREX" MATERIAL N o� FIBERGLASS INSUL. HANGERS. LEVEL 8 (OPPOSITE) STAND-OFF E-3 1/2 X 3 1/2 "TYVEK" HOUSE WRAP AS REQUIRED INSTALL NEW 2 X 10 LEDGER FLUSH „ __ �;:t. o } ��� WOOD POST (TREATED) WITH EXISTING LEDGER. SECURE WITH A2 1/2 = 1-0 Ii =r u( :`� - = 1/2 X 8 ANCHOR BOLT 1/2" EXT.PLYWD. 5 FINISHED : . .. .� I�III=1 F�.=, �:�:� iT=111r GRADE 5 1/2" X 5 1/2 FINISHED GRADE 1/2" DIA. LAG SCREWS STAGGERED IN 11-III '�.:`l '�•:h' I III-11f =11f- EL. 97.08 WOOD POST (TREATED) (SLOPE AWAY FROM FDN.) TWO ROWS AT 2'-0" O.C. ALLOW FOR -III-II :;;'.�:::.• III—I s INSTALL NEW 3/4 T&G SUB-FLOOR II_I :_ . . -111=1 I I cD -III >.•: ::.;.. I� C° 1=11 f .•. ..•.�t� 1-1 LEVEL WITH EXIST. SUB-FLOOR. I I „ 4-MIL PLASTIC AND 'll " ; �• 1 16" DIAMETER =III=11-- I- 17— INSTALL -III ..4•:. III= i7 -�( 12 DIAMETER EXIST. CONC. WALK 4 CONC. SLAB I I I I 3-INCHES OF PEA GRAVEL UNDER » J1=1 CONCRETE PIER -III=1 :. ::.. CONCRETE PIER o UNDER STAIR I I I I INSTALL GALV. JOIST HANGERS TO NEW LAP SIDING 1/2 GYPSUM BOARD -III II- I-11f - z ALIGN W NEW STAIR I NEW ADDITION AND DECK CO (SEE PLAN) i i i LEDGER. (SEE FRAMING PLAN). 12 DIAMETER I ��16 DIAMETER _ - 6 MIL POLY VAPOR BARRIER -III 1 iii ii CONCRETE POST I CONCRETE POST "TYVEK" HOUSE WRAP BOTT. OF i i (F2 FOOTING) ; I (F1 FOOTING) 2 X 4 STUD WALL ® 16 O.C. lll II' III- 1 , „ I I , » I „ ^ ^^ ',,i 11I I I- -I I i T;i _� S01 L AT BOTTOM OF r7RWrF cHTW D 1 -0 1 -4 (PRE-CUT 7 -8 5/8 ) -III. II- II j-1 SOIL AT BOTTOM OF -111� R FOOTING 1114 1 1/2 CDX EXTERIOR V-4» POST HOLE TO BE 1^_0^^ POST HOLE TO BE EL. 93.58 1 1 I I PLYWOOD SHEATHING FIBERGLASS INSULATION R-21 FIRM, UNDISTURBED FIRM, UNDISTURBED DATE PROJECT NO. L____-J 5-05-2023 3 ELJ 7 BUILDING SECTION • A2 1/2" = 1 I �� TYPICAL WALL CONSTRUCTION 9 POST FOOTING - F1 jp POST FOOTING - F2 A2 1/2" = 1'-0" A2 1/2" = 1'-O" A2 1/2" = 1'-0" A2 2 OF 2 SHEETS