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HomeMy WebLinkAboutRuth proposed work 7 NOTE: COORDINATE ALL ELECTRICAL NOTE: INSTALL NEW RAIN GUTTERS 2 SERVICES TO BE RELOCATED TO TO MATCH PROFILE AND COLOR TO SOUTH 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 7581 NEW RAILING LLL�_ SEE DET.7/A2 11 EXIST. MASONRY FOUNDATION WALL OPEN OPEN EXIST. MASONRY FOUNDATION WALL w o m N INSTALL NEW "TREX" SOLID SIDING TO MATCH ELEVATION & PROFILE OF i i i i z°x ' °z EAST ELEVATION EXIST. MASONRY FOUNDATION WALL INSTALL NEW "TREX" SOLID SIDING I a F� w TO MATCH ELEVATION PROFILE OF 2 NORTH ELEVATION (SOUTH ELEVATION SIMILAR) x AZ 1/4" = 1'-0" A2 1/4" = V-0" o cn EXIST. MASONRY FOUNDATION WALL H q Q Q Hazes iN NEW ROOF OVERHANG W a w o x N 15'-9" TO MATCH EXISTING ROOF OVERHANG m R z 8'-0 5'—0 2'-9 15'-10" 15-9" UNIT A ADD 2X4 SIUDS 3 1/2" STUD WALL 8'-0" 5-0" 2'-10" 8'-0" 01 5'-0" 2'-9" 7e IN EXISTING WALL TO AT 16" O.C. 3/8" FASCIA sxs 4x4 - - - - 2 SUPPORT NEW ROOF (TREX) POST POST EXIST. WINDOW FRAMING JOIST HANGERS (2)2X10 (1)2X10 TO REMAIN W1 i 1 1/2" DIAMETER 01 V SECURE TO EXIST. WOOD RAILING N - - - - - - - - - -- - - .i,: F2 `o 2X10 LEDGER r Lo Lo \ i F1 COAT HOOK RAIL 2'-0' • 4 IS T I I STRJOST JOISTS AI ��Q V _ _ -_ 0 ) _ 8 R ' CENTERLINE OF CENTERLINE OF STRINGERS " z 11"TREADS REMOVEDOOR 2 D KI EXISTING DOOR 4"CONC. SLAB N o EXISTING DOOR AND FRAME I N" o" RIDGE( TREX UNDER STAIR ENLARGE OPNG. 7 7� N in 00 \ (2)2X10 MAX. WIDTH 7 A 10 _00 EXISTING 000 ("TREX ) " c; 2 JOIST JOIST 1TREAD 2 TRUSSES I Oon Q� Ff HANGERS HANGERS OVERHANG in Ln CAB. �j BENCH CAB. Lo 4/12 SLOPE Z F1 F2 (2)2X10 6X6 (1)2X10 w1 I 0 w w y POST 4X4 ADD 2X10 BRIDGING BETWEEN EXIST. WINDOW I I INSTALL H1 18-GAUGE GALVANIZED _> � cz 3/8" FASCIA FLOOR JOISTS AS NECESSARY TO REMAIN SEE DETAIL 11 A2 FOR _ N GALVANIZED HURRICANE TIES � a d (TREX) POST TYPICAL WALL CONSTRUCTION 2 SIMPSON STRONG—TIE FOR EACH �"'� Q "' 8 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) AZ 1/4 — 1 —0 A2 1/4 — 1 —0 5 TO ACCEPT NEW ^� AZ 1/4" = V-0" ROOF FRAMING N UNFACED FIBERGLASS TRUSS DESIGN s ROOF FRAMING PLAN INSULATION R-49 BY REGISTERED ASPHALT SHINGLES 6 MIL POLY STRUCTURAL ENGINEER AZ 1/4" = 1'-0" NOTE: VERIFY NUMBER AND DIMENSION OF 2—LAYERS 15# FELT VAPOR BARRIER REMOVE EXIST. ROOF OVERHANG STAIR RISERS BETWEEN FINISHED 1/2" ORIENTED STRAND RIDGE VENT CAS NECESSARY) TO ACCEPT GRADE ELEVATION AND FINISHED BOARD SHEATHING ROOF TRUSSES FLOOR ELEVATION OF NEW ADDITION 0 „ 1 • 6 ROUND LED FIXTURE N TRUSS BEARING � SN\E\'� MATCH EXIST. DER }❑ EXIST. SURFACE MOUNTED (V (VERIFY) WP 4 12 EXISTING TRUSSFIXTURE TO BE\G lei'-9 1'-9" TO NEW WALL ASSHHOWN RELOCATED EL. 108.09 - SEE O ELEV. 1/A2 � TOP OF STUD WALL FLASHING 1/2" GYP. BD. � �L -�'__// 1/2" GYP. BD. � � NEW ROOF TRUSS TO BEAR AT SAME W W EL. 107.14 MATCH FASCIA PROFILE ELEVATION AS EXISTING ROOF TRUSS / o� � I AND FINISHES TO MATCH / AWNAG W D4�� I E1< REMOVE DOOR, FRAME, AND WALL. / _� I • p.., EXISTING BLDG. T---- 2„WE)i �i �RNVD.I I II INSTALL NEW LINTEL, AS REQUIRED, 2 WD AWNING WND.`V� 0 2 WD. NOTE: ALL DECK BOARDS, TOP RAILINGS, CONTINUOUS '77 1/2"1 TRIM 4'-0" 1'-7 1 ? I li TO MAINTAIN EXIST. TRUSS BEARING. TRIM11 // 4 —o» \I TRIM O AND DECK FASCIA TO BE "TREX" SOFFIT VENT MATERIALS OR APPROVED EQUAL REFINISH GYP. BD. WALL LEVEL AND " 0 \ / METAL SOFFIT �p o p/ I II SMOOTH W/ NEW GYP. BD. WALL 00 T� o TO MATCH ELEVATION ��F II N W I 2X4 "TREX" TOP RAIL - - Lo LI AND PROFILE OF C4 I N Ni- w ry EXIST. BLDG. SOFFIT. /p p� I I � i w 2X4 WOOD RAIL / 1/2" GYP. BD. = � III COAT HOOK RAIL REFLECTED Q � � > 1 1/2" DIAMETER WOOD HAND RAIL > I II � CEILING PLAN / 2 X CABINETS (4) ____1_ i II 1/2" GYP. BD. A2 1 4" = 1'-0" g L / I II NEW FINISH FLOOR ELEV.TO � / Z CARRY-THRU FROM EXIST. Q TOP OF I BENCH / I �I BLDG. TO NEW ADDTION � FINISHED DECK TO DTcy, _T� I II NEW SUB-FLOOR TO a TO MATCH EXIST. I I MATCH FINISHED ELEVATION WOOD BASE 6X6 TREATED WOOD POST 4X4 TREATED WOOD POST FLOOR ELEVATION L U Li Li 3/4 SUBFLOOR T&G OPEN 1 I it OF EXIST. SUB-FLOOR EL. 100.00 USP HEAVY COLUMN BASE ANCHOR USP POST ANCHOR w 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 (TREATED) © 15 1/2" O.C. W/1" STAND—OFF W/1" STAND—OFF N TYP GALV. JOIST HANGERS 1„ SECURE TO 6 X 6 WOOD POST STANDOFF SEURGAL�INWZOEDD BOLTS W/ 6 MIL POLY V.B. ELEVATION OPPOSITE STAND—OFF w/ 1/2" GALVANIZED BOLTS 1 " LEVEL AS REQUIRED GALV. JOIST OPTION: N FINISHED ��`L�o� 3 1/2" X 3 1/2" ,FIBERGLASS INSUL. HANGERS. LEVEL INSTALL NEW 2 X 10 LEDGER FLUSH 8 ( ) " z GRADE - ti�P WOOD POST TREATED TYVEK HOUSE WRAP AS REQUIRED A2 1 2 = 1-0 '� - I - i� �� (TREATED) WITH EXISTING LEDGER. SECURE WITH `�. f EL. 97.67 / - - I-I =III=III = 1/2 X 8 ANCHOR BOLT 1/2 EXT.PLYWD. J11 ��III-I F = 1=III- 1/2 DIA. LAG SCREWS STAGGERED IN 11-III `�.:`l '�::>: 11- III=III 1=III-' 5 -;•:...,;:. ;. . :, =J1=- 111 ' I » „ I I FINISHED GRADE TWO ROWS AT 2'-0" O.C. ALLOW FOR -III s:': II-' =III •. (SLOPE AWAY FROM FDN.) INSTALL NEW 3/4 T&G SUB-FLOOR II-I 111 111=1 :+;,::.. : III- EXIST. CONC. WALK 4" CONC. SLAB I I WOOD POST (TREATED)' I cD -III : : ;,: 11= 1=III •'• < = 1=1 UNDER STAIR i i i I LEVEL WITH EXIST. SUB-FLOOR. I ,ll r . ll�1 I -III-II :<.: ;;:.;; M ALIGN W/NEW STAIR "" �• 16 DIAMETER 12 DIAMETER INSTALL 4—MIL PLASTIC AND —III 1=III ' (SEE PLAN) I I i i » �I CONCRETE PIER -III=1 :. i::. CONCRETE PIER I I I I 3-INCHES OF PEA GRAVEL UNDER INSTALL GALV. JOIST HANGERS TO NEW LAP SIDING 1/2 GYPSUM BOARD -III .`•` ' ' I� 1=III < - z NEW ADDITION AND DECK LEDGER. (SEE FRAMING PLAN). i -III ...;s,.... 1=III ::: .•..:. I-II BOTT. OF I "TYVEK" HOUSE WRAP 6 MIL POLY VAPOR BARRIER ;.• .: - =III= ": III= FOOTING ,�1 -� 1 -4 =III I I i=III •':':`'�'� I-II ���' 2 X 4 STUD WALL ® 16 O.C. lll I I' '' ` I 1I- EL. 94.17 I I " ' " 5/8") » I— — — —I DRAWN CHECKED ��12 DIAMETER I ��16 DIAMETER » (PRE—CUT 7 —8 5/8 ) —IIIIIII. II— 11 Ilia SOIL AT BOTTOM OF , — SOIL AT BOTTOM OF L J L______J 1 2 CDX EXTERIOR — — RwF RwF CONCRETE POST CONCRETE POST / 1,_4» POST HOLE TO BE 1,_0„ POST HOLE TO BE (F2 FOOTING) (F1 FOOTING) PLYWOOD SHEATHING FIBERGLASS INSULATION R-21 FIRM, UNDISTURBED FIRM, UNDISTURBED DATE PROJECT NO. 8-24-2023 4 7 BUILDING SECTION jj TYPICAL WALL CONSTRUCTION 9 POST FOOTING - F1 jo POST FOOTING - F2 AZ 1/2" = 1-0" A2 1/2" = V-0" A2 1/2" = V-0" A2 1/2" = V-0" A2 2 OF 2 SHEETS