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HomeMy WebLinkAboutHoward Wilcher - 15768iA'V jl� Ak AL NEEL :.-L Owlto WIN 7 T's 1 77 jam 171 NOW Fes^ 4S i v� N. falldrlrd 1. 5 1 , "v r R 4 VA �I r f `3 a � I I s. rl BEDROOM SIDE ELEVATION ALUM RIDGE VENT y FLASHING ' J S H I N G L E S GUTTER tl I ` STORAGE I B R I C K _ B R I C K I --- REAR AELEVATION SCALE 114" = I'- 0" I PERIMETER SLAB DESIGNE0 FOR PLAN NO SHEET OF OESI. E. COPTRIONTCO j�o�,,,aNcl LJ; k, C1hCf' BURNETT 2 4 -- __ I � f F r 1 f ' 2X9 P �yt TOP OF RIDGE FOP P F� 5� EyEv pf !S �6 I x 6 COLLAR BEAM C . 12 . 4 SHEATH. / FELT 2'- I l ii SHINGLES 16 O PEETEPS _ 2x6 B"aRTER t== d(8 CEIL J. - 16" 0 C ._• BOARD I X 4-Z`UT-IFT —2 ' 2 X 4 S C NTI 0 4 IN-ULATIpN 2 r OKOUT, 32 Ot 2- 2 x 10' S Qx4 • NOTE PROVIDE A 3/84PLYWD. I*X.3 FASCIA 3/8" x 9i2' STEEL FLITCH PLATE BLOCKING W H BETWEEN 2 x i0•S WITH 112 2' CONTINUOUS BOLTS _ 9" 0 C STAGGERED IF SCREENED VENT BRICK MOLDOPENING REQUIRES BRICK FIN FL I" AIRSPACE - le ; f W a a� ca pl 6x6#I0 MESA cr(o co FLASH AROUNp` I 4 ALL EXT OPN;GS i I � I 12 W P PAPER e SHEATH IN TREATED SOLE PLATE MpNOLI'HIC PflUREC X 180 ANCHOR BOLTS 6'-0"O.C. SLA F3 4" REINF. CONC. SLAB 6X6 1�p W W. M. POR BARRIER FIN. GRADE ' > J IX18 RIGID INSUL . FILL CORES 4'SAND OR GRAVEL 10"MASONRY WALL 4 ' MIN o ., z 18" WALL SECTION 7 SCALE 3/4" _ I. 0" al,v C' vkvitbr 9b°is Wvck(,r ££H A`NLASS r STUD WALL If2 X B � ANCHORS 8'-0" O.C. TREATED LUMBER FIN. FL m Ip.G �+ b v e� ,- Gong• �;�� an `6• X to Gone ,,� COUrS�S H:Bloeks °� ° W-4 t*'S CPO , )l�iAti, CP\)kiy CUP `7YlCAA Coot't GutO orv�rS 4u'm�'i1 oft i(r' G. liur out wq�h (4 t4 ,OMQV15 3OD;A• kAa -loxCn-il1yR. I�� f�1Esr ([''�� (a Pt�rprc�� GYf6)iE i 5 �F 6Jlai � OY W.'� •.COn t-ttC # Y 0 Tow IJ l V,- 111=>�I JI ~�IE4 _lii I o I it N-3--*'yip 1°oT • " 1 COht f%U O GS —7n C9n CJI� f R5C - ,4 RIEINF CONC SLAB - FIN. GRADE PLASTIC VAPOUR BARRIER 4"SAND OR GRAVEL 16 o - o ' .o ► MONOLITHIC POUR 110" I SECTION AT STOOP AND/OR DOORWAY • i, i i PERIMETER -SLAB + _- too LBURINETT I 0, s - __ ._._._ r y ♦ 1 ��tu.w.i Y.... ... �.. s. ♦ n a.ux. -�.... A. 4; - b \.,V. l.. '.+rT :� >� ",: � S- ^-7af a^T' ua a q � ' ; 0 O 16" INTERIOR BEARING PARTITION 0 1 �tmo . IL - 2X4 SOLE PLATE W/ 1/2" X 8" ANCHORS- 8'O.0 # 3 BAR STIRRUP: 4' LONG- 3.6"O.0 . 4' — p i T 1 �4_#4BARS 12 CONTINUOUS OSI D. AT STOOP OR CARPORT 2X4 sIUUS 16" 0. C, 4" REINF. CONC. SLAB q # 3 BAR STIRRUPS 11--15 -5' LONG — 36" O.C. 4" SAND OR GRAVEL R VAPOR II 3A RIER = I �I�III IB" (D SIDING CONCRETE SLAI� 't X4 STUDS - 16" 0. C. PAPER 4"REINF. CONC. ATH. SLAB # 3 BAR STIRRUPS 5' LONG_36"O.C. 4"SAND OR GRAVE C 2X4 SOLE PLATE W/ 1/2" X e" B.V. ANCHORED I"AIRSPACE 8' 0. C. FLASH. # 3 BAR W.P. PAPER TIRRUPS SHEATH. , LONG_ 2" MIN. 36 O.C. 'AC Fmay~ By. SID. I" AIRSPACE FLASH. W. P.- IN.B PS SHEATH. PAPER 2 X 4 6SOUC$. SHEATI . C. 1/2"X 8" - I"THICK RIGID INSULATION -I� I8'" 4-#4 BARS (IF REO'D.) CONTINUOUS 16 O BRICK VENEER 0 B.V. AT STOOP OR CARPORT NOTE : (FLOATING SLAB CONSTRUCTION) NOTE : TERMITE PROTECTfON FOR WOOD, SAME ANCHORS MAY BE POWER. DRIVEN. AS SHOWN IN NOTES ABB UNDER PERIMETER WALL FOUNDATIONS "REINF CONC.SLAB 4' REINF. CONC. SLAB 2 X 4 STUDS 16" 0. C. # 3 BAR STIRRUPS 5' LONG 24 # 3 BAR STIRRUPS 2 X 4 SOLE PLATE W/ I/2" 8"ANCHORS _36"'O.C. 4" SAND OR GRAVEL # 3 BAR STIRRUPS 3 LONG 36 "0 C 4' LONG_ 36 C. 4 SAND OR GRAVEL 8� 0 ��� GF ° II GRADE ''IIIII{ 2 5 BARS _ VAPOR o �- - 1111 _# CONTINUOUS APOR BARRIER BARRIER .:.........:....I=4-i'•5 " I` J L. I BARS 1 CONTINUOUS 0 INTERIOR BEARING PARTITION O CONC. APRON AT CARPORT FLOATING CONC. SLAB FOUNDATIONS 1 MONOLITHICLY POURED) # 3 BAR STIRRUPS_ ONG_ 36"O.C. 4" SAND OR GRAVEL ,11 BIIIN, dsal ��IIIyI_ I BARRIER 2_# 5 BARS CONTINUOUS OSTOOP EDGING PROPORTIONATE MIX FOR 4" CONC. SLAB REINFORCEMENT FOR ALL 4"CONC. SLABS SHALL 1-2-3- MIX._ MAX. 53/4 GALLONS WATER PER BAG INCLUDE 6 X 6 * 10 W I R E M E S H_ OF CEMENT —REINFORCED WITH 6X6#r 10 WIRE MESH. (SEE FOUNDATION PLAN) WOOD 2X8� 4"REINF. CONC.SLAB PIPES 4'SAND OR 0 - 1 GRAVEL • . _..... VAPOR _ BARRIER_- "'SAND OR GR- C) HEAT DUCT - TIE DOWN O ACCESSABLE PLUMB. HEAT DUCT a PLUMB. ASSEMBLIES 4" REINF. CONC, SLAB 4" SAND OR BITUMINUS BITUMINUS GRAVEL JOINTS \ / JOINTS VAPOR:' BARRIER I 1 11 INTERIOR LOAD BEARING BLOCK WALL CONC. REINF. CONC. SLAB 4" SAND OR GRAVEL — I.:.. VAPOR I I BARRIER 4 BARS I `0 NTINUOUS 12 INTERIOR NON _ LOAD BEARING BLOCK WALL 'ONC. SLAB I BLOCK I I"X 18" RIGID INSUL. HEAT DUCT, TIE III 1 METAL BRACKET �grRIr� 10 HEAT DUCT ON EXT. WALL B" CONC. BLOCK 30W FELT VAPOR BARRIER 3/4"FURRING FIN. WALL r . _ gpmall I -Riff=� (BLOCK) 13 PERIMETER WALLIU _ FOUNDATION =II ; _ #4 BARS TCONTINUOUS j I$ , �— /4'REINF. CONC.SLAB 4" SAND OR GRf a " DETAILS I'I 11 I I _I/2"X 8` ANCHORS_8'O.0 dI III I MAY BE POWER III 1i II DRIVEN) IIL+� 1 I GRADE ,.,., } .. N -.d a _ _ 'jL, I''ll ")'•--_.. a IIII __ _ VAPOR VAPO _ 2 BARRIER g^ BARRIER/ " ""` _#4BARS1 I CONTINUOUS TI I IXI8 RIGID I"X18"RIGID INSUL. 16'• .a _ I� a INSUL.--- I 4 6., a INTERIOR ' 4" 4"� 4" 4' ��yL 16 BEARING PARTITION + • l I O SLAB AT STOOP �® ( + TERMITE NOTES: (ALL TYPES CONST.) LL ______J 17 AND/OR DOORWAY p_ i - A. —ALL WOOD, INCLUDING PARTITIONS, 18 I IA UP TO AND INCLUDING SOLE PLATE, STUDS, �•�—� TOP PLATE, BLOCKING AND WOOD SHEATH., R—SOIL UNDER ALL CONC, SLABS 14 I5 TO BE CHEMICALLY TREATED AGAINST ROT B ON GRADE TO BE TREATED WITH CHEMICAL B.V. WALL SECTION SID. WALL ECG TON TERMITES. TERMITE BARRIER. PERIMETER WALL FOUNDATIONS SUB -FLOOR (OR ROOF DECK) I 2X4 STUD 2X4 FjLAP SHEATHING STUD PAPER OVER FLASH. 2" BLOCKING NOT i 2 X 4 A$ SHOWN. WHERE OVER 4'FT. . O.C. 7 m 2 BLOCKING 'SHEATHING PAPER IS NOT REO'D. EXTEND .FLASH. UP BEHIND SHEATH. —TURN UP 2" L K ,I 'AL SH. IB FLASH. OPENINGS BRICK VENEER 21 KITCH. CAB. SECTION I LATH AND PLASTER I 20 CORNER POST I" X 6" CONT. BACKER 1 OR DRYWALL FINISH SET WITHFACE ( 2X4 STUDS- 2.2X4 ASSEMBLY LEVEL WITBH BOTTOM OF JOISTS TO PROVIDE NAIL- ING FOR LATH OR WALL I TOP PLATE ( SPLICES WHEN NECESSARY IN - BOARD. TOP PLATE MUST BE MADE OVER STUDS. 19 SECTION AT CEILING i IL TERIOR (NON - BEARING PARTITION) 2X4 I L(FINISH 33� STU TEEL ANGLES TO PORT 4-BRICKWORK INCHES SPAN X I/4 F UP TO 5'• 0" 1/2 X 5/16 9'- 0" X5/16 10' 0 X3/8 "11-0"X 3/8 6 4 X l/2 16 0 (REST ANGLE 4" ON SOLID MASONRY) D EXT. FINISH ,jV11 STUD 2X4 STUD I 2X 4 BLOCKING 23 INTERSECTING WALL ASSEMBLY FIRE- CLAY FLUE —LINER WOOD TRIMMER 11— — _ _ BEAM — - - _ 2' MIN. CLEARANCE FOR _ WOOD TRIMMER AT CHIMNEY NOTE: PROVIDE A MINIMUM BREAST. 2" AIRSPACE BETWEEN FLUE„ AND ALL COMBUSTABLE CHIMNEY-4"SOLID MASONRY MATERIALS OR INSTALL A '`"• -d rt;, °^' (MIN.) IF FLUE LINER IS USED. I/4°' TRAN SITE FLUE. •,V 4,. a'�',y UPPORT FLUE -LINER •N;", "° ?' PARGE SMOKE CHAMBER -," WITH FIRE CLAY MORTAR ( REFRACTORY MORTAR) PARGING MAYBE OMITTED IF WALL TH ICKNESS IS 8" SOLID NOTE: PROVIDE NOT >F $., '- i MASONRY. LESS THAN 8"OF SOLID' MASONRY AS INDICATED / .•," ADJUSTABLE DAMPER. BETWEEN, SMOKE CHAMBER AND FACE OF LINING OF FIREBRICK CHIMNEY BREAST WHEN /� (MAY BE LAID 2" WAY) WOOD TRIMMER IS USED. SHALL EXTEND FULL WIDTH OF THROAT. 16 MIN.'... HOUpT,RTHNu / BTHICKNESSTOTAL i 8" MIN. FOUND. WALL NOTE: ON FLOATING SLAB 4'CONC.SLA9'. CONSTRUCTION, CHIMNEY FOOTING MAY BE POURED 6X6# 10 MESH MONOLITHICLY WITH CONC. SLAB. CHIMNEY FOOTING VAFPoo E a SHALL PROJECT 6' AND BARRI R_ Sa+J b'o s• SHALL BE 12" THICK. 4" SAND OR GRAVEL 22 MASONRY FIREPLACE THESE SPECIFICATIONS ARE INTENDED TO SUPPLEMENT ALL ITEMS NOT SHOWN ON DWGS. OWNER / CONTRACTOR TO FILL IN ALL BLANKS. ALL APPLICABLE ITEMS WILL THEN BE CONSIDERED AS PART OF PLANS 5 SPECIFICATIONS. V EXCAVATION SHALL BE DOWN TO FIRM, UNDISTURBED SANDY EARTH C OR CLAY, IN ALL CASES. O FOUNDATIONS A O SLAB HOUSE I 1. DEPTH OF FOOTING TO 12" BELOW FROST LINE. GONG. MIX 1:3:5(2000LB.) 2, FOOTING TO BE 8X16 UNLESS OTHERWISE INDICATED ON PLAN. 3. FOUNDATION WALL MATERIAL 4*INTERIOR BEARING WALL SUPPORT TO BE 8X18 FOOTING UNLESS OTHER- WISE INDICATED. 5. PERIMETER INSULATION SHALL BE 2" RIGID INSUL. AS INDICATED ON PLAN. S. ALL TERMITE SHIELDS TO BE 26 GA. GALV. IRON. 7. INSTALL PLASTIC VAPOR BARRIER UNDER 4" GONG. FLOOR. B O CRAWL SPACE HOUSE 1. DEPTH OF FOOTING TORE 12" BELOW FROST LINE. CONIC, MIX 1: 3:5(2000 LB.) 2, FOOTING TO BE 8 X 16 UNLESS OTHERWISE INDICATED ON PLANS. 3. PIERS TO BE SOLID MASONRY OF A SIZE INDICATED ON PLANS. 4. GIRDERS TO BE 2 YELLOW PINE. 4X10 SOLID OR BUILT-UP. S. FLOOR JOISTS TO BE OF A SIZE B DIRECTION SHOWN ON PLAN,#2 YELLOW PINE. (FREE OF SPIKE KNOTS.) S. SILLS TO BE*2 YELLOW PINE OF A SIZE INDICATED ON PLAN. 7. ALL TERMITE SHIELDS TO BE 26 GA. GALV. IRON. S. BASEMENTLESS SPACE TO BE COVERED BY 554k ASPHALT FELT. (JOINTS -LAPPED 3" 8 CEMENTED) I 9. A 1/2" RIGID INSULATION BOARD SHALL BE NAILED TO BOTTOM OF FLOOR JOISTS BELOW ALL HEATED SPACES. 10. ALL VENTS TO BE 8/16 SCREENED WITH ALUM, WIRE. C OBASEMENT HOUSE I. DEPTH OF FOOTING SHALL BE AS INDICATED ON PLANS. CONIC. MIX TO BE 1: 3: 5. (2000 LB.) 2. FOOTINGS SHALL BE B X 16 UNLESS OTHERWISE NOTED ON PLANS. 3. FOUNDATION WALL MATERIAL SHALL BE 4. ALL SUPPORT COL. SHALL BE STEEL (4 X S BEARING PLATES) OF A SIZE NOTED ON PLANS. 5. GIRDERS SMALL BE *2 YELLOW PINE SPLICED OVER COLUMNS.(SEE DETAIL SHEET- ITEM 6.) S. BASEMENT ENTRANCE AREAWAY TO BE OF BRICK. STEPS 8 LANDING OF CONC. 7. OUTSIDE WALL FROM FOOTINGS TO FINISHED GRADE SHALL HAVE 1/2" THK. PORTLAND CEMENT TROWELED SMOOTH PLUS AT LEAST ONE COAT OF HOT TAR OR ASPHALT. S. PROVIDE 4" T.C. DRAINS AROUND PERIMETER. OF FOOTING LAID IN 2"DIA. GRAVEL PITCHED TO CARRY OFF WATER TO DAY WELL OR SUMP. 9. WINDOW AR€AWAYS TO BE OF BRICK OR PREFAB. METAL OF A SIZE AS SHOWN ON PLANS. 10. ALL WALL PIERS WHERE SHOWN SHALL BE 12/16 TIED INTEGRALLY WITH WALL - It. PREPARE 40 GRAVEL BED FOR FLOOR SLAB TOP WITH 2" SAND. APPLY APPROVED PLASTIC VAPOR BARRIER CARRIED UP WALL TO TOP OF FINISHED SLAB. CEMENT SEAMS, POUR FLOOR USING PIPE SCREEDS TO PREVENT PUNCTURING MEMBRANE. SLOPE FLOOR TO DRAIN. © CHIMNEY 1. CHIMNEY MATERIAL SHALL BE BRICK; FACED WITH 2. PREFABRICATED -MAKE SIZE 8 3 FLUE LINING, TERRA GOTTA, OF A SIZE SHOWN ON PLAN 4. FIREPLACE FLUE SHALL BE OF A SIZE SHOWN ON PLAN, (TERRA GOTTA) ® FIREPLACE [.FIREPLACE SMALL BE SOLID FUEL {� GAS BURNING CIRCULATOR SIZE . ` 2. ASH DUMP B CLEAN -OUT OF CAST IRON . +. ,+V'= 3. FIREPLACE FACING OF PRESSED BRICK LINED WITH FIREBRICK. •' HEARTH MANTEL, WOOD (AS SELECTED) ® EXTERIOR WALLS A O FRAME 1. 2 X 4 STUDS - 16" O.C. * 2 YELLOW PINE. I X 4 CORNER BRACING. ( SEE DETAIL SHEET ITEM.) #2 2. SOLID, 25/32 I X8 SHEATHING Y. PINE 8 15 FELT, SHEATH. NAILED IIAG. 3. SIDING (KIND) CLEAR, K.D. PINE, SIZE , EXPOSURE 4. OTHER A O MASONRY VENEER ( IN ADDITION TO 5A) 1. MASONRY FACING SHALL BE 2. SILL MATERIAL TO BE 3. ALL SUPPORTING LINTELS TO BE STEEL. 4. ALL DOOR 8 WINDOWS SILLS TO BE ,. C O SOLID MASONRY 1. FACING TO BE BRICK WITH A BLOCK OR TILE BACKUP. TOTAL THICKNESS 8' BONDED WITH A FULL BRICK HEADER IN EVERY SEVENTH COURSE. (1 2. DOORSILLS TO BE BRICK a BRICK ROLOK WINDOW SILLS. 3. ALL INTERIOR FACES OF EXT. WALLS SHALL RECEIVE 2 COATS OF BITUMASTIC DAMP PROOFING. 4. ALL EXTERIOR WALLS TO BE FURRED WITH MIN.3/4" STRIPS TO WHICH WALL FINISH MATERIAL IS APPLIED. j 5. OGABLE WALLS TO BE SAME AS MAIN WALLS OAS SHOWN ON DWG'. D O MASONRY BLOCKS (CONO., SLAG, TILE, CINDER ETC.) I. UNLESS OTHERWISE NOTED NOMINAL SIZE OF UNITS B X 8X 16, USE STEEL "D UAD WALL" REINFORCING EVERY SECOND COURSE HORIZONTALLY. 2. DOOR B WINDOW SILLS, a LINTELS SHALL BE PRECAST, 3. ALL EXTERIOR WALLS TO BE FURRED WITH MIN. 3/4" STRIPS TO W ICH WALL FINISH MATERIAL IS APPLIED. 4. USABLE WALLS TO BE SAME AS MAIN WALLS OAS SHOWN ON DWG. E O CAVITY WALL 1. OUTER MASONRY FACING 4"; 2" AIRSPACE AND 4" MASONRY BACKUP. 2. 2" AIRSPACE SHALL BE FILLED WITH INCOMBUSTIBLE GRANULAR INSULATION SUCH AS ROCKWOOL, I BACK FACE OF OUTSIDE WITHE SMALL BE CEMENT SACK PLASTERED AS WALL IS LAID UP (DO NOT DESTROY BOND OF NEWLY BEDDED BRICK.) 4. INSTALL FLASHING AT BASE OF CAVITY (SEE DWG.)TO PROVIDE TRAPPED MOISTURE DRAIN THRU BRICK JOINTWEEPHOLES S BOND WITHES TOGETHER EVERY 6TH COURSE- 16" O.C. WITH GALV. "Z" BARS. 6. IERIOR WALL FINISH MAY BE APPLIED IRECTLY TO INNER WITHE. 7. GABLE COAST. SAME AS MAIN WALL. U AS SHOWN ON DWG. © FLOOR FRAMING A O WOOD FLOOR JOISTS I. FLOOR JOISTS OF =fk 2 YELLOW PINE FREE OF SPIKE KNOTS, OF A SIZE SHOWN ON DWG, 2, JOISTS SHALL BE GROSS - BRIDGED FOR EVERY 8 FT. OF CLEAR SPAN. USE I X4 - 2 NAILS (8d) AT EACH END. 8 O CONCRETE SLAB FLOOR I. POUR CONC. SLAB. 11:2:4 MIX) TRUE 8 LEVEL WITH USE OF PIPE SCREEDS. 2. SLAB FLOOR TO BE POURED ONLY AFTER ALL PIPING, DUCTS DRAINS ETC. HAVE BEEN ACCURATELY SET, ALL PLUMBING SHALL BE PRESSURE-. TESTED FOR LEAKS FOR 24 HRS. 3. SLAB TO REST ON FOLLOWING' COMPACTED EARTH, 4" GRAVEL, 2" SAND, PLASTIC OR APPROVED MEMBRANE WITH CEMENTED JOINT S.(NOTE - DURING POUR, EXTREME CAUTION SHALL BE EXERCISED TO PREVENT PUNCTURE OF MEMBRANE. ALL PUNCTURES 8 TEARS TO BE SEALED PRIOR TO CONTINUATION OF POUR.) 4. SLAB TO BE TROWELED SMOOTH.... READY FOR FINISH FLOOR APPLICATION: SPECIFICATIONS SUB FLOORING OI. SUB FLOOR OF #2 YELLOW PINE 54S I X8 LAID DIAGONALLY TO JOISTS. (USE 3 NAILS(Bd) EACH BEARING POINT.) FLOOR FINISH (WOODI 1. SEE DWG FOR LOCATION. 2, SPECIES GRADE 25/32" X 2%4. PROVIDE #15 FELT BETWEEN SUB 8 FINISHED FLOOR. 3 FLOORS TO BE TRIPLE SANDED, I COAT FILLER - 2 COATS VARNIS 8 2 COATS BUFFED WAX. 4. PROVIDE SUB- FLOORED AREA OF 150 SO. FT. FOR ATTIC STORAGE, PARTITION FRAMING. A O WOOD PARTITION I. UNLESS OTHERWISE NOTED, ALL STUDDING TO BE # 2 YELLOW PINE 2 X 4 - I6" O.C. SO MASONRY PARTITION 1. MASONRY PARTITIONS SHALL BE NOMINALLY 6 X 8 X 16. 2. INSTALL STEEL "DURO-WALL' EVERY OTHER COURSE AND, WHERE PAR- TITIONS ABUTT- STEEL "T-ANCHORS" SHALL BE BONDED IN. 3. INTERIOR PARTITIONS DO NOT REQUIRE FURRING. CEILING FRAMING 1. CEIL FRAMING SHALL BE #2 YELLOW PINE. (SEE DWG. FOR SIZE 8 DIRECTION) 2. 1 X 4 CROSS - BRIDGE FOR EVERY 8 FT. OF SPAN. ROOF FRAMING A O RAFTERS I. RAFTERS TO BE #2 YELLOW PINE OF A SIZE S DIRECTION SHOWN ON PLANS. 2. ALL RAFTERS TO BE TIED TO RAFTER PLATE AS SHOWN CN DWGS. B OT RUSSES I. TRUSSES ARE TO BE CONSTRUCTED OF STRUCTURAL GRADE FIR. L SEE DWG. FOR DETAIL OF .JOINTS CONNECTORS ETC. B SIZES OF MEMBERS. ROOFING A O SHINGLE ROOFING I. SHEATH WITH �F 2 YELLOW PINE T 8 G I X 6, SOU D. '2 APPLY 30 LB. ASPHALT FELT 3. USE 235 *ASPHALT SQUARE BUT} 'A"GRADE SHINGLES S1ZE 12 X 36 FASTENED WITH GALV. ROOFING NAILS, GALV. 26 GA, FLASH. B O BUILT- UP I. SHEATH WITH#2 YELLOW, PINE, T.S G. I X 6 SOLID. 2. APPLY 3 PLIES OF 15 (MIN3 ASPHALT FELT ACCORDING TO MANUFACT URERS SPECIFICATION. GALV. 26 GA. GRAVEL STOP. C O OTHERS !1 �J►L GUTTERS aDOWNSPOF�TS;, ' x//, I. GUTTERS TO B� 26 GA. GALV. IRON' 5"'..OGEE SHAPE. 2. DOWNSPOUTS TO. BE 26 GA. GALV. IRON 4" RECT. 3. PROVIDE 12 X3S CONCRETE SPLASH PADS TO CARRY WATE WAY FROM BUILDIN 'i: ,.. WALL FINISH. 641lm}YG3. FOR, L A OPLASTER 1. USE 3/8 ROCKLATH NAILED TO STRUCTURE. 2- INSTALL"CORNERITE" METAL MESH AT ALL INTERSECTIONS OF WALL T CEIL 8 WALL TO WALL. 3. PROVIDE FULL 7/8" GROUNDS WHERE REQ. D. 4. PLASTER TO BE APPLIED IN 3 COATS, BROWN, SCRATCH 8 WHITE TROWELED SMOOTH. BO DRY WALL I. NAIL 1/2" SHEETROCK TO FRAMING WITH CEMENT COATED SHEETROCK NAILS, (6d) . 2. INSTALL METAL CORNER BEADS ON ALL OUTSIDE CORNER. 3. TAPE FILL 8 SAND ALL JOINTS FLUSH. 4 IF NECESSARY SIZE WALL PRIOR TO WALLPAPERING. COOTHER (PANELLING , PLASTIC ETC.) DECORATING I. OWNER TO SELECT ALL PAINT, WALLPAPER, PLASTIC SURFACING ETC. SEE DWG. FOR LOCATION, INTERIOR DOOR 81 TRIM 1. DOORS TO BE FLUSH OR PANEL, PLYWOOD OR FIR. 13/8"THK. 2. DOOR TRIM STOCK MOLDED OF FIR. 3. BASE, STD. IX6 FIR WITH MOLDED CAP. 4. FINISH DOORS 8 TRIM WITH 3 COATS PAINT OR VARNISH AS SELECTED BY OWNER. WINDOWS A O WOOD B O METAL DOUBLE HUNG I. MILLMADE a MILL WEATHER- STRIPPED WITH SPRING BALANCES (GLAZED WITH DSS GLASS.) 2. ALL TRIM TO BE STOCK MOLDED. FIR PAINTED 3 .COATS SEMI -GLOSS 3. FULL ALUM. FRAMELESS (TENSION) SCREENS (OR AS FURNISHED BY UNIT MANUFACTURERS) ON ALL WDWS. C O AWNING D O CASEMENT E OHORIZONTAL SLIDE I. MILL MADE ACCORDING TO WINDOW ASSOCIATION STANDARDS (GLAZED DSB ) 2. FACTORY APPLIED WEATHER-STRIP OF GEON PLASTIC, ALUM 09 BRONZ 3. FULL ALUM. SCREENING FOR ALL WINDOWS. 4. STOCK MOLDED TRIM (FIR) TO HAVE 3 COATS SEMIGLOSS. F O BASEMENT SASH 1. STEEL HOPPER TYPE WITH ALUM. WIRE SCREENING. G O OTHER ENTRANCES 81 EXTERIOR DETAILS 1. MAIN ENTRANCE DOOR OF PLYWOOD OR FIR 30 66 13/4 2. FRAME OF 5/4" FIR. 3, OTHER ENTRANCES 28/68/ 13/4 PLYWD OR FIR. 4. HEAD FLASHING 30 'A FELT. 5. INTERLOCKING WEATHER - STRIP WITH ALUM. ,ADDLE. 6. SCREEN DOORS 15/4 THK.) WITH ALUM. WIRE AT ALL ENTRANCE DOORS, 7. UNLESS OTHERWISE NOTED, ALL SHUTTERS ARE FIXED. 8, RAILING TO BE WROUGHT IRON OR PIPE (SEE DWG.) 9. LOUVERS TO BE FIR. 10. EXTERIOR MILLWORK OF # I FIR PAINTED 3 COATS WITH LEAD - IN- OIL PAINT. CABINETS d INTERIOR DETAIL no %o� I. KITCH. CAB WALL UNITS OF O PLYWD. OR D PINE OR T MILL MADE METAL WITH II 1/2" SHLF. WIDTH ISEE 6DDO WG. FOR TOTAL LILL FT. SHELF ) t r I 1 NOTE: THE NUMBERING SYSTEM USED HERE CORRESPONDS TO STANDARD FHA# 2005 B1 VA - # 1845 SPECIFICATION FORMS. IT WILL HELP OWN- ER /CONTRACTOR TO FILL OUT THESE GOV'T. FORMS. 2. BASE UNITS. MATERIAL SAME AS ABOVE, SURFACED WITH A PLASTIC LAMINATE WITH STAINLESS STEEL EDGING. PROVIDE BACK 8 END SPLASH SURFACED AS TOP. 3. CABINETS TO HAVE 3 COATS OF ENAMEL OR VARNISH. 4. MEDICINE CABINET "COLUMBIA" .# U624 V, 5 OTHER STAIRS A O BASEMENT 1. #2 YELLOW PINE TREADS WITH OPEN RISERS 15/8" THK. OF A SIZE NOTED ON DWG. # 2 YELLOW PINE 2X 10 STRINGERS. 2 X 3 F I R HANDRAIL. B O MAIN 1.. 5/4" OAK TREADS, 3/4 FIR RISERS 8 2 X 3 OAK HANDRAIL- 11/8 SO. POPLAR BALUSTERS. 2. A TRIPLE STRING # 2 YELLOW PINE 2 X 10. C O DISSAP. STAIR I. TO BE INSTALLED IN CEIL. 26 X 54 AS MANUF. BY "PRECISION PRODS. D O OTHER SPECIAL FLOORS a WAINSCOTE A O FLOORS L INSTALL (.080) GAUGE (9X9j GREASEPROOF TILE IN KITCH. PLASTIC BASE WITH METAL THRESHO;-D. (UNDERFLOOR 5/8" PLYWD.) 2.INSTALL RUBBER TILE (080 GAUGE 9 X9) IN BATH WITH RUBBER BASE 8 METAL THRESHOLD. (UNDERFLOOR 5/8" PLYWD.) B O WAINSCOTE. (.INSTALL STAND. PLASTID TILE WITH BULL - NOSE OAP 4' FT. HIGH. ( HEIGHT AT TUB B SHOWER 6' FT.) C O BATHROOM ACCESSORIES (.INSTALL AT LEAST 5 BATH ACCESSORIES (RECESSED) IN EACH BATH. (INCLUDING GRAB BAR.) PLUMBING AAI FIXTURE INO.1 LOCATION I MAKE I MFGR'S NO. SIZE COLOR SINK LAVATORY WATER CLOS. BATH TUB SHWR. OVER TUB .STALL SHWR. LAUNDRY TRAY .dapp. 0CURT'AIN ROD O DOOR O CURTAIN ROD B WATER SUPPLY (SEE ATTACHED DWG.) owwwwwoomw I. O PUBLIC �*.*; _ 2. O COMM UNIT •.-.....:: emu= ,,. ,., _ `T* 3. O INDIVIDUAL C SEWAGE DISPOSAL (SEE ATTACHED DWGS *WANk" I. O PUBLIC '�_:• ..3•„-ram sn1.. Z O COMMUNITY ! - 3. O INDIVIDUAL D DRAIN SYSTEM I.HOUSE DRAIN (INSIDE) CAST IRON Z HOUSE DRAIN (OUTSIDE) CAST IRON E WATER PIPING I. WATER PIPING TO BE COPPER TUBING WITH AT LEAST 2 SILL COCKS, F DOMESTIC HOT WATER HEATER I. TYPE MAKE a MODEL RECOVERY _. G.P.H. 100" RISE. STOR. TANK OF GALV. STEEL CAP. 40 GALS. MIN G GAS SERV. 1. O UTILITY COMP. 2. O LID. PET. GAS. 3, O OTHER H GAS PIPING 1. O COOKING 2. O HOUSE HEATING 3 O OTHER ® HEATING A HEATING (SEE ATTACHED HEATING DWG) 1. 2. B DUCTS FORCETO BEROFO26TGAM 6 n RADIANT PANEL O ELECTRIC PANEL B O AIR CONDITIONING (SEE ATTACHED HEATING DWG.) C CONTROLS 1. THERMOSTATS , RELAYS ETC. SMALL BE INSTALLED BY A COMPETANT ELECTRICIAN LICENSED TO DO WORK IN THIS STATE. D FUEL STORAGE I. WHERE OIL IS USED AS FUEL, A 550 GAL. (2 PIPE SYSTEM) TANK IS TO BE INSTALLED. PROVIDE LINE FILTER 8 SHUTOFF. E O VENTILATING EQUIP. •r I. ATTIC FAN . CAP. CFM. 2.. KITCH. EX. 10" " NUTONE" F O OTHER HEAT. VENT. OR COOLING EQUIP. (SEE ATTACHED CHTS.) ® ELECTRIC WIRING I. PROVIDE OVERHEAD SERVICE WITH 8 CIRCUIT FUSE BOX. 2 W RING TO BE NON - METALLI CABLE. 3. PROVIDE RANGE OUTLET. DRYER OUTLET O AIRCONDI- TIONING. 4, CHIMES 8 BUTTONS AT MAIN S SERVICE DOORS- ® LIGHTING FIXTURES I. TOTAL NUMBER OF FIXTURES -- 2. TOTAL ALLOWANCE FOR FIX. INSULATION AO CEIL I. FULL THK. FIBER GLASS BLANKET BETWEEN JOISTS (FACTORY. SUPPLIED VAPOR BARRIER TO FACE WARM SIDE OF HEATED SP, B O WALLS I. WALLS 2 THICK FIBERGLASS BETWEEN STUDS (FACTORY SUPPLI VAPOR BARRIER TO FACE WARM SIDE OF HEATED SPACE.) GO FL. JOISTS I. 1/2" RIGID INSULATION NAILED TO BOTTOM OF FLOOR JOISTS. (CRAWL SPACE HOUSE ONLY.) DO GONG. SLAB FLOOR CONST. ONLY I. 2" THK. RIGID INSULATION AROUND PERIMETER OF SLAB. MISCELLANEOUS ( DESCRIBE ANY EQUIP. OR CONST. NOT SHOWN ANYWHERE ELSE.) A HARDWARE -SARGENT - POLISHED BRASS B SPECIAL .EQUIP. (STATE, MAKE AND MODEL.) I. O VENETIAN BLINDS - 2. O KITCH. RANGE 8 OVEN 3. O REFRIGERATOR 4. O DISHWASHER 5. O GARBAGE DISPOSAL UNIT. 6. O AUTO. WASH 7. O DRYER 8. O FREEZER 9. O OTHER C PORCHES a I. O SEE DIPS. D TERRACESy I`o1a.D...WG E GARAGES _.�.-,.-z✓C .:-0=5.-L,.a.�•.- _ �. .. a, _' I-"n is F WALKS 8 DRIVEWAYS (SEE PLOT PLAN) I. DRIVEWAY WIDTH 10' MIN. BASE OF 4" - GRAVEL 6 SURFACED WIT 4" GONG, REINF. 6X6 10 MESH. 2. FRONT WALK 36" WIDE - 4" CONIC. 3. SERVICE WALK 30" WIDE - 4" GONG, 4. STEPS, CONC. OR BRIGK-TREADS 12"-RISERS 71/2. 5. OTHER GOOTHER ONSITE IMPROVEMENTS (INCLUDE UNUSUAL GRADING,. DRAINAGE STRUCTURES, WALL, FENCES ETC.) SEE ATTACHED SPITS. H LANDSCAPING, PLANTING ® FINISH GRADING 1. TOPSOIL 4" THK. FRONT, SIDES, REAR YARD TO 30' BEHIND MAIN BUILDING. 2. FRONT 'SIDE 8 REAR YARDS TO BE SEEDED B SPRIGGED. 3. PLANTING AS FOLLOWS: Q. SHADE TREES , DECIDUOUS, _3 CALIPER. b. LOW FLOWERING TREES DEC 1. TO e. HIGH - GROWING SHRUBS DECI. TO d. MEDIUM GROWING SHRUBS DECL TO -. e. LOW - GROWING SHRUBS. DECI TO -. f. EVERGREEN TREES TO B B.B. g. EVERGREEN SHRUBS TO B e B. h. VINES, 2 YEAR, I OTHER I. DESCRIBE ANY EQUIP, OR COAST. NOT SHOWN ANYWHERE !ELSE DATE BUILDER/ SPONSOR MORTGAGOR r 0 ;'•ham /