The URL can be used to link to this page

Home My WebLink About116'x30' LOUVERED GABLE VENT BRICK SOLDIER COURSE 1x6 R.S, WOOD WINDOW WRAP ROOF VENTS ( 7) REQUIRED SHINGLES AS SPECIFIED SADDLE ROOF AS REQUIRED 1x6 R,S, FASCIA BOARD 1x4 R,S, FREEZE BOARD 1x8 R.S. PATTERN LP LAP SIDING 1x8 R.S. BAND BOARD BRICK SOLDIER COURSE SHINGLES AS SPECIFIED 1x8 R.S. GABLE RAKE BOARD lx6 R.S. GUTTER BOARD 1x4 R.S. FREEZE BOARD 16`x30" LOUVERED GABLE VENT BRICK SOLDIER COURSE 1x6 R,S, WINDOW WRAP BIG BIRD BOX I i i i ilx8 R.S. WUUIV I I iTRIM 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 FRONT ELEVATION SCALE: 1/8' =1'-0" REAR ELEVATION =«,Ed ,.-O SHINGLES AS SPECIFIED 1x6 R.S. FASCIA BOARD 1x4 R,S, FREEZE BOARD BRICK SOLDIER COURSE 1x4 R.S. CORNER BOARD 1x8 R,S. PATTERN LP LAP SIDING lx8 R,S, BAND BOARD BRICK VENEER Li SHINGLES AS SPECIFIED z IC�•'1' NOTE: LEAVE 18' BETWEEN VALLEY AND FACE OF BRICK WE RIGHT SIDE ELEVATION 12 12 SCALE: 1/8' =1'-0" ROOF FRAMING PLAN .,LEFT SIDE ELEVATION SCALE: 1/16'=1'-0' SCALE: 1/8' =1'-0' ROOF VENTS (4) REQUIRED SHINGLES AS SPECIFIED lx6 R,S, FASCIA BOARD 1x4 R,S. FREEZE BOARD BRICK SOLDIER COURSE 1x12 R.S. WOOD ARCH OPTIONAL ROOF A SCALE ,,e -O CQ 0 coLoo o o� z 0 E- U U E- OO Q Q w 1x8 R.S, PATTERN LP LAP SIDING w w 1x4 R.S, CORNER BOARD 1x8 R,S, BAND IC�•'1' NOTE: LEAVE 18' BETWEEN VALLEY AND FACE OF BRICK WE RIGHT SIDE ELEVATION 12 12 SCALE: 1/8' =1'-0" ROOF FRAMING PLAN .,LEFT SIDE ELEVATION SCALE: 1/16'=1'-0' SCALE: 1/8' =1'-0' ROOF VENTS (4) REQUIRED SHINGLES AS SPECIFIED lx6 R,S, FASCIA BOARD 1x4 R,S. FREEZE BOARD BRICK SOLDIER COURSE 1x12 R.S. WOOD ARCH OPTIONAL ROOF A SCALE ,,e -O CQ 0 coLoo o o� z 0 E- U U E- OO Q V V T T7 C rin V T n !1 T7 n T A AT GENERAL NOTES: 1. FIRST FLOOR WALLS ARE TO BE 9-1 1/8' TALL EXCEPT WHERE NOTED. BATH NOTES0 : 1. BATH BULKHEAD - 12' HORIZONTAL x 8' VERTICAL 2. TEMPORARY TUB / SHOWER ACCESS: 2x6 HEADER UNDER TOP PLATES WITH 2x4 ON BOTTOM, OPENING SIZE INDICATED TO BE CONSIDERED MINIMUM, FRAMING NOTES; 1. PLYWOOD OVER ALL DEAD SPACES, 2. ALL INTERIOR DOOR JACKS 81 3/4' (83 1/4' FLOOR TO BOTTOM OF HORIZONTAL) EXCEPTED WERE NOTED, 3. WINDOW NOTE: JACKS 81 7/8' (81 3/8:" FLOOR TO BOTTOM OF HORIZONTAL) EXCEPT WERE NOTED. 4, NONBEARING HEADERS 2x4 FLAT WITH CRIPPLES - FIRST FLOOR. 5. BLOCKING - 2x6 @ 24' ON CENTER FLAT UNDER ALL WALLS RUNNING FRONT TO BACK, 6. D❑ NOT SHEET BAND BOARD - MEASURE IN 4' ON FLOOR DECK FOR INSIDE OF STUD WALL - ALL FLOORS, 7. ON ALL DOOR CLEARNACES PROVIDE 11' OVER DOOR SIZES OR 4 1/2' TO EACH SIDE OF DOOR ROUGH OPENING. OVEN NOTES. - 1. 5' -6' ABOVE FIRST FLOOR - TOP OF MICROWAVE R.O, 24"x18 3/4' 2. LEAVE 4' SPACE BETWEEN MICRO/OVEN 3. OVEN R.O, 28 1/2"x28 1/4' 4, LARGER R,O. 28 1/2"x51 15/16' FOR OPTIONAL DOUBLE OVEN, 5. COOK BOOK SHELF R.O, 4 1/2' ABOVE OVEN R,O. - HEIGHT 29' z O E- U U E- I I I I F- - - - - - - - - - -- - - - - - - --� I I I I I I I I i I ------------------� i I I I I I I I I (2)5042 GLASS BLOCK 3'-4' R.❑.4'-2 3/4'x3'-6 3/4' TT❑M OF HEADER -10' ABOVE SECOND DOR v c� SECOND FLOOR PLAN 2337 S.F. SCALE: 1/4' =1'-0' 1640-1 114 /4 i'-6 7/16' OPTIONAL LAYOUT GENERAL NOTES: 1. SECOND FLOOR WALLS TO BE 8'-i 1/8' TALL EXCEPT WHERE NOTED. 2 SCALE: 1/4'=I' -O' U) Q n on Imo_ U) w E- E_ E_ to w w E- M O w a C\2 0 co � U'� C\2 C\2 1 O a z 0 U H N 0 cLJ ~ i 0 i ON 0 22'-0" ME": 65'-8' FOUNDATION 41'-4" 34'-8" 2'-4" 14'-0" 20'-8" 8'-2' S'-10" 7'-4" 6'-0" 7'-4' 4'-5 1/4" 2'-10 3/ -10 3/4" 4'-5 1/4" ----- ---j rELECT. I 220 I ❑PTI❑NAL — — — — — — — -j VINYL WINDOW I MASONRY R.O. I I I 51"x64" OR T INSIDE TILE ( I '-4" i TO OUTSIDE I 19 I GLYNN VINYL SEE TILE I i OPTIONAL OPTIONAL VINYL WINDOW VINYL WINDOW — — — — — — — — — — — — — — — J ( MASONRY R.O. MASONRY R.O. 1 51"x64" OR 51"x64" OR I — — — — — — — — — — — — — J 60"x32" SEE 60"x32" SEE 1 GLYNN GLYNN I I I! 1 I x Li 24' BRICK ( �' ❑ LEDGE AROUNDw c� I I ! , 1 e BASEMENT I J I I I m 0 I I ~ X �D I I ill 1 (1J cu I 12' BRICK I ,! I" LEDGE AROUND BEAM POCKET 12" BRICK BEAM 1 I I I w LEDGE AROUND POCKET J 1 — I ¢ 6 BEAM POCKET ----------------------- z ------------- -- -------------l— �_�------------------------ ILid -- ---------- I ----- --------------- r—.----.--.--------- �----� W10x26x33'-11" I 5 3/4"x10 3/8" STEEL I I 3 1/2" ROUND BEAM TOP 8'-8" ABOVE STEEL PIPE BASEMENT FLOOR COLUMN ON 30 x30'x 2" ! I I CONCRETE F❑❑TING 19'-6 1/4" ! I I I I ! 1, ! Nr 0 01 • �u ROUGH -IN FOR 24" BRICK I ( x fl ~ o U, BAR BASEMENT N �, LEDGE AROUND I ( N ~ X Li I — 2605 TOTAL S.F. ❑ I I _' I w , B S 2420 SLA.F. � � � BASEMENT ! I OPTIONAL z I L- WATER---1----1----—_�li i A HEATER Q #EI -10 i/2" 9'-2 �1l 1 13'-6' I I T INSIDE TILE 6_5• 10' TO OUTSIDE LINTEL I I — — FURNA E ROUGH -IN I I) I 19'-0 1/2" I i TILE PICKET I 1--------------- —_ PLUMBING 1 I— -� (— _ II ( 1'-2 L"16' I ------- 1------t=�--IL J—II--�IC�-t NO ANCHOR (,I I—_—_—_—_—_L- _1-_ _-_�_L-_-_�J Ll—_j_— J__U- 1� L`_ -------------- ¢u ------ — I w❑ 12' BRICK BOLTS AT BEAM I r T — c- w LEDGE AROUND SUMP#1 L — — _J E — 4�1, BEAM POCKET POCKET 1W10x39x40'-7' 10 i\ I I I S 8'x9 7/8' STEEL 4 I I 1 3 1/2" ROUND I ( j 1 BEAM TOP 8'-8" ABOVE STEEL PIPE M ( 11 1 BASEMENT FLOOR i 1 COLUMN ON 1 I I \ 30'x30'x12' 1 CONCRETE FOOTING n, — — — OPTIONAL 1' �� ( 2x10 TO BRACE I L — — I 1 3 CAR GARAGE j i SUMP #2 []F �— i I WALL co I 695 GARAGE SLAB S.F. ( 1 i I L --!r w14'-0' o�-4'2'- 13/4" V-311/2-1 3'-7' I 13'-0 i/2' ( I Jw I ( wz 3'-0 3/4"i ``I 1 1 11 / ( I SERVICE of 1! 1 8'-6' 0 42" PARTIAL 24" BRICK I NO ANCHOR Ij' 1 I I x WALL WITH m PANEL ( LEDGE AROUND BOLTS AT II 1 L- _ -1 2/4 a o 1x6 WOOD i I BASEMENT -i u — - Q w . CAP bo r- — — -� DOOR I Ij 1 w co R❑UGH-IN I Jca C:> FOR FUTURE ❑ ❑ r-- I 21'-4" I 1 cX Li BATH / 40'-0" A FROST FOOTING I ❑ N BELOW GARAGE I I C w ~ I 1 I I -J ,D DOOR OPENINGS 1 w ~ 3 I � i ED I ( I EJECTOR r 12' BRICK ! PIT I �II _ _ — — _ ! BEAM LEDGE AROUND I 1 I Ir LINTEL I it L — — — — — — — — — — — — — — POCKET BEAM POCKET ! I w 12" BRICK POCKET I -� Ij v I L- —_______________ I¢cY� LEDGE AROUND — _ — — — — — — _ — --- Iw ❑ BEAM POCKET I 1 I — — —I — — — — — — _ F- I WlOx39xl3'-6 1/2" I I c M iu 8"x9 7/8" STEEL I 1 I 1 N z I — � I I BEAM TOP 8'-8' ABOVE I3 0 1 � — — — — — — — — I I BASEMENT FLOOR I I OPTIONAL ❑A I I I I I VINYL WINDOW 24' BRICK I z I I MASONRY R.O. I I 13 LEDGE AROUND Q CI I 51"x64" OR I ( D w BASEMENT 1 1 ( 1 60'x32" SEE NO I BOLTSCA❑TR 11 zz 7 I c w 3 w I ( GLYNN I I I I DOOR =� 1 I I Cu Q u Q 0 1 I 1 1 I I ~ 3 mJ¢J 1 1 I I II � I I L-----� I ------------- —------' — — — — --'� 4'-O" 22'-8" 18'-8" VflTTNTTl A rrTflXT UT ANT 13'-0' 65'-8' FOUNDATION .11 oQ Q wD o ❑I-~I- ~Q3¢A A z ❑ z J ::D J ::D ❑ ❑ W ❑ _TL, Mw W ❑ z 13'-3 1/2" 40'-8" `� I I ``- ❑ � I I 0 ~ I x �,0 I 1 i I 1 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 L----------- ---J min -11 1/2' 14'-4 1/2" 2' - 4' m i GENERAL NOTES: I N 1. BASEMENT WALLS TO BE 9'x8" POURED IN PLACE CONCRETE WALLS ON 16'x8" POURED IN PLACE CONCRETE FOOTING. 2, CRAWL/PORCH/GARAGE FOUNDATION WALLS TO BE EITHER 32`x8" POURED IN PLACE CONCRETE WALLS OR (4)COURSES OF 16'x8" CONCRETE BLOCK ON 16'x8' POURED IN PLACE CONCRETE FOOTING. JIM C4 W F U] O f� aCQ 0 c� o c\2 i H I O .- a .� z O H <w UH ENERAL NOTES: BASEMENT WALLS TO BE 9'x8'° POURED IN PLACE CONCRETE WALLS ON 16'x8' POURED IN PLACE CONCRETE F❑❑TING. CRAWL/PORCH/GARAGE FOUNDATION WALLS TO BE EITHER 32"x8' POURED IN PLACE CONCRETE WALLS OR (4)COURSES OF 16'x8' CONCRETE BLOCK ON 16'x8' POURED IN PLACE CONCRETE FOOTING. 7'-0 1/2'x1'-4' v i 5'-2'x5'-4' x o� PER PLAN r � INTERIOR ELEVATION 0 ENTERTAINMENT CENTER BUILT-IN SCALE: 1/4' =1'-0' Res W F Q E-� co W z O H C4 UH SHING SPEC] 15 LE FELT 7/16' DECK] 2x8 1 16' ❑ 1x6 F BOAR. 1x8 F 1x2 F BOAR 1x8 1 L.P. E 1x8 NEW 3 1/ R VE 1' AI R VE BRIC WITF R VF TYVE TOTE 2x8 BANI 2x4 SILL 2' E 5'-E OF IF E USE'. 9'-0 UNB GRA\ 20'x FOO' 4'0 20- WALL SECTION #404.1. 1(1) .2' BATT INSULATI❑N 2 VALUE - 40 ?x8 CEILING JOIST 16' ON CENTER 16'x4" SOFFIT VENTS 48' ON CENTER VAPOR BARRIER 1/2' GYPSUM WALL BOARD R VALUE - 0.37 3/4' T & G DECKING R VALUE - 0.98 2x8 OR 2x10 FLOOR JOIST 16' ON CENTER ANCHOR BOLTS 6'-0' ON CENTER SHIN SPEC] 15 LI FELT 7/16' DECK 2x8 1 16' E 1x6 1 BOAR 1x8 1 1x2 I BOAR 1x8 L.P. NEW 3 1/ R VF 1' AI R VE BRIC WITE R VE TYVE TOTE 2x8 BANI 2x4 SCALE: 1/2' =1'-0' WALL SECTION #404.1..1(4)' 12' BATT INSULATION R VALUE - 40 2x8 CEILING JOIST 16' ON CENTER 16'x4" SOFFIT VENTS 48' ON CENTER VAPOR BARRIER 1/2' GYPSUM WALL BOARD R VALUE - 0.37 3/4' T & G DECKING R VALUE - 0,98 2x8 ❑R 2x10 FLOOR JOIST 16' ON CENTER ANCHOR BOLTS 6'-0" ON CENTER #5 HORIZONTAL REINFORCMENT BAR @ 30' ON CENTER ENERGY SILL R -VALUES 2' E 10' POURED CONCRETE 5'-E FOUNDATION WALL OF 1/2' RIGID INSULATION IF E 3 1/2' BATT INSULATION USE 1/2' GYPSUM WALL BOARD 9'-0 TOTAL UNB 1/2' EXPANSION JOINT (4) COURSE 16'X80 GRA\ 4' MINIMUM CONCRETE SLAB R VALUE - 0.44 16'x - - FOO' 4'0 VAPOR BARRIER 4' MINIMUM GRANULAR FILL R VALUE - 0.92 SCALE: 1/2' =1'-0' WALL SECTION #404.1..1(4)' 12' BATT INSULATION R VALUE - 40 2x8 CEILING JOIST 16' ON CENTER 16'x4" SOFFIT VENTS 48' ON CENTER VAPOR BARRIER 1/2' GYPSUM WALL BOARD R VALUE - 0.37 3/4' T & G DECKING R VALUE - 0,98 2x8 ❑R 2x10 FLOOR JOIST 16' ON CENTER ANCHOR BOLTS 6'-0" ON CENTER #5 HORIZONTAL REINFORCMENT BAR @ 30' ON CENTER ENERGY CODE R -VALUES BRICK FACING = 0,80 V AIR SPACE = 1,33 1/2' RIGID INSULATION = 3,5 3 1/2' BATT INSULATION = 13.0 1/2' GYPSUM WALL BOARD = 0.37 TOTAL = 19.0 #5 VERTICAL REINFORCMENT BAR @ 40' ON CENTER 1/2' EXPANSI❑N JOINT 4' MINIMUM CONCRETE SLAB R VALUE - 0.44 VAPOR BARRIER 4' MINIMUM GRANULAR FILL R VALUE - 0.92 SCALE: 1/2' =1'-0" SHINGLES AS SPECIFIED 15 LB. ROOFING FELT — 7/16' O.S.B. ROOF SHEATHING - 2x8 RAFTERS 16' ON CENTER — 1x6 R,S, FASCIA BOARD — 3/8' R,S, PLYWOOD SOFFIT 1x6 R,S, FREEZE BOARD — 1x8 R.S, PATTERN L,P, LAP SIDING 3 1/2' BATT INSULATION R VALUE - 13.0 TOTAL R VALUE _ 2x4 TREATED PLATE SILL SEALER TUFF -N -DRY WATERPROOFING R VALUE - 3,1 STONE FILL 4' DRAIN TILE 12' BATT INSULATION R VALUE - 40 2x8 CEILING JOISTS 16' ON CENTER 8'x6' SOFFIT VENTS \ 48' ON CENTER F - 2x4 STUDS 16' ON CENTER �— VAPOR BARRIER 1/2' GYPSUM WALL BOARD R VALUE - 0.37 00 TYPICAL WALL SECTION SCALE: 1/2' =1'-0' W E- O w a C\2 O C) 1 uj 1-4 E- 0 a 1/2'x8° ANCHOR BOLTS — — — 48' ON CENTER - (4) COURSE 16'X80 - - - - LINE BLOCK 4" CONCRETE SLAB �4' N M GRANULAR FILL <1#Y 3 1/2' FIBERGLASS BATT INSULATION OR EQUIV, ;y ti . do— 16'x8' CONCRETE FOOTING co 16 (2) #5 REINFORCING BAR w E - El w TYPICAL WALL SECTION SCALE: 1/2' =1'-0' W E- O w a C\2 O C) 1 uj 1-4 E- 0 a