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HomeMy WebLinkAbout1452.98.10F Q CONSTRUCT I ©N LES: GAF CLASS ''A" OR,EQUAL W/ 15 FELT UNDERLAYMENT 514E ATH ING: 1;16K, (O.S.B.) FASTENERS: GALV. OR ALUM. ROOFING NAILS IN5U L AT I ON /GE I L INr WJ PLYCLIP SPAOERS ' TRH ,54M: WOO' ENCiINFEREP ATTIC INSULATION: R -30 MIN. METAL PLATE CONNECTED 2,a " O•C. LOCSE FILL BLOWN, WOOL OR BATTS ENGINEl�'_D 5Y SUP!'LIER EAVE BAFFLES: CORRUGATED CARDBOARD STAPLED ` � BETWEEN TRUSSES GUT TE� 5 4 r L �N5FOUTS - -' CEILING FINISH: STANDAR'D GUT ; ERSt '5". OGEE W /Sl- IKE I /2" GYPSUM WALLBOARD TAPED t FERRULE CONNECTOR'S, t FINISHED 5, °AGED 48" O.C. MAX DOU Nd.,F'OUT5s RECTANGULAR SHAPE, SIZED TO CARRY LOok Go C CONST UCT I ON �. � R • MATERIAL: "LOUISIANA PACIFIC .NNER SEAL" GUTTER BD: 1 "xb" 'FASCIA 5D: I "x8" ' , 5OFF "T BD: PREFINISHED HARDBOARD W/ VEENTS t SCREENS ----, '" • ' (2 3/8" X 13 1/2 24" O.C. WALL R.VA l_ U � t, g GTiON 1 MODE" EN R- VAL UE FACE BRICK: STANDARD INSIDE AIR FILM 68 SIZ , GRADE SLU TYPE FBS W/ ao RUP.7�llNCs BOND, CONCAVE JOINT _ 1,r2" GYPSUM" 1 .45 ' ;., R -:3 FIFRGLASS INSUL. 13.00 TIES / KAIL:S: CORROS!ON 5/8" T:. W-815TANT -OR 4 rsATED AIR SPACE ! mf I METAL TIES, MIN. 22 GA. 1/8 4" STANDARD BRICK 44 . 1 WIDE x 8" LONG, FASTEN W; OUTSIDE AIR FILM 11 i C 05ION RESISTANT NAILS _ TOTAL 20.15 1� EVERY 6TH COURSE 24".0-C - v � • HORIZONTALLY. FLASHING: CONT. MEM15RANE ' ELASTIC FLASHING AT ` 15ASE OF WALL, Rf)W WEEP r, ' •� HOLES of 24" O.0 ' WALL SHEA'HINGa 5/8" TUFF -R EXTRUDED FOAM INSULATION '150ARD 1/16 O.S.B. CORNERS j FLOOR FRAMING � �'OMPAr?ABLE ALTERNATIVE r`R I FLOOR JCi5TS: SIZE t SPAC."WS PER PLANS WOOD V1,100. 2x4 a 16" Q.C. U- J1_Ev3 z BAND J015T: SIZE PER FLOOR > ` OTL4ERWISE NOTED _ . _ JOIST. INSULATED ;,U/ !Q -13 yY _ • , `'i' IN?sI,�LATION• 12• .3 LII�FACED •— � m UNFACED (FRICTION FIT) BATTS T I- RIGTION FI" B;�T"'S i !tl SUBF_GO'R SHEATHING: 3/4" T t G ' ,� VAPOR B,RRIcI• 6 MIL ORIENTE^ STRAND BOARD ( J.S.B.) POL rETWYLENE WILP1 STAPLED GLUED, NAILED t 5CREtUED PRIOR WALL 50ARD: !/2" GYP + TO FINISH FL-CORING UNDERLAYMENT: AS R.EC7-.�IRE0 'FOR THE FLOOR-5 FINISHED ;PRODUCT �, TO BE SUPPLIED t IN5TA;-LE0 BY 0 jND AT I ON WAl_ L_ FLOORING CONTRACTOR. •�; t FINISHED FLOOR: MATERIAL AS WALL +'!A~ERIAL: 3000 P.51 '!IN. CCNCRE TE `4' 28 DAYS) FLASHING Cil NOTED ON PRAWING5. REINFORCING: (2) 03 BARS 3J4 CCNTI�4JOUS .TOP t BOTTOM Oh LUALL `) DAM1°PROOFING: OR WATERPROOFING r . HOT SPRAY APPLIED ASPHALTIC FOUNDATION • WATERf ROOFING, TWO COAT MIN*# , kIx . . /, �//X'l // TAR PATCH WALL TIES t WAT'ERPROOFIN AS RE Q'D. BY LOCAL JURISDICTIONS �� \\ NOUN AY I ON S I L AT �/" D L P FOR FOUNDATION WALLS 8' -8" — ' TALL 10" WALL TO BE STANDARD ' ; :: SILL PLATE: 2x4 8.. PRESSURE TREATED FOOD' I.. NG ' MATERIAL: 3 000 PSI MIN, (10 ") - ANCHOR STRAPS: "SIMPSON" CONC. (* 28 DAYS) _ MAB 15 A 12" O.C. MAX. t ' . r dD 12" MAX FROM CORNERS OR FOOTING WIDTH(: ENDS OF SILL PL..�►TES. HAMILTON CO. - 16" ',BUTLER CO. - 18" ` CLERMOUNT CO.- 20 3�•iSI~M� I SAAB • ' 00`C ING DRA IN5 ': 'r� 4" 5LA SLAB MATERIAL: 3000 PSI 4" ROUND 8GN 35 PERFORATED DRAIN TILE, COVER �I1/ 24" •! :�1: MIN. LONG. 0 28 DAYS t .d06 MILL VAPOR BARRIER AS REQ'D• BY MIN. ! ' WASHED GRAVEL FILL • '� .` .: LOCAL JURISDICTIONS PROVIDE CONTROL. JOINTS IN BASEMENT SLAB * 30' -0" O.C. MAX. EA. WAY = MIN. DEPTH I" I GTE LUAL l.- S GT I Oil PROVIDE 8" WASHED PEA GRAVEL i 1 ROOF FRAMING SHEATHING: (O.S.Bd - A.P.A. RATED - 1116" 32 /lb" EXP•I A.P.A. JOINT $ NAILING RECUIREMENT5 FAS ENERS: GALV. OR ALUM. ROOFING NAILS A.P.A. PANEL PLYCL IP 5PACER5 TRUSSES: WOOD ENGINEERED TRU5°5E5, SIZE, SPACING f TYPE PER PLANS. METAL. PLATE CONNECTED 24" O.G. 5HPET METAL_ MATERIALS: PREFINI5HED . ALUMINUM .032 GA. GUTTERS: 5" OGEE W /SPIKE t FERRULE CONNECTORS, SPACED 48" O.C. MAX DOWNSPOUTS: RECTANGULAR SHAPE, (SIZE TO CARR`' LOAD. CONDUCTORS, SPACED A$ REC'. "RED FOR VOLUUME COMPLETE W/ MANUFACTURED ELBOWS, FUNNELS 6 BAND BRACKET5. CORNICE GON5TRUGT I ON MATERIAL: LP "INNER SEAL" GUTTER BD: 1 "xb" W /CHANNEL FRIEZE BD: 5/4 "x8" SOFFIT BD: PREFINISHED HARDBOARD 111/ VENN'S ANb SCREENS (2 3/8" X 13 1/2'" A 24" O.C.) WA I 1 CO SITRUCT I ON 51DING: SEE ELEVATIONS WALL SHEATHING: 5/8" TUFF -R 'INSULATION PANELS LU/ A.P.A. RATED GOFNERS MFR JOIN' $ NAILING SCHEDULE OR THERMOPLY 118' HARDBOARD. WOOD STUDS: 2x4 A lb" C.C. INSULATION: R -13 UNFACED FRICTION FIT BAT, T5. vAPOR BARRIER: 6 MIL POLYETHYLENE FILM STAPLED WALL 50ARD: 1/2" GYP. t 5/8" TYPE "X" WHERE SPECIFIED . 1211 • t co i� ROOF 5 I NG;� E S SHINGLES: EQUAL TO GAF CLASS "Au t,INDERLAYMENT: ONE PLY 15 « FELT MIN. FASTENERS: GALV. OR ALUM. ROOFING NAILS. TRU56 INSUL_ AT I ON AMID GE IL ING FINISH TRUSS INSULATION:, R -30 MIN. L005E FILL BLOWN, WOOL OR BATTS SAVE 5AI-FLES: WATER RESISTANT CORRUGATED BETWEEN TRUSSES CEILING FINISH: STANDARD I/2" Cs'.'PSUM WALLBOARD 1111. F.S. RATING 15, SMOKE D E V. RATING 15, IN ACCORDANCE W/ A.S.T. 1. E - 84 WALL_ F-VALUES FOUNDATION SILL PLATE MODEL. ENERGY ,CODE ', �/ R- VALUE INS'DE AIR FILM .68 1/2" GYPSUM .45 R- i3 FE5ER3LAS5 INSUL. 13.00 1 5/8'" TUFF -R 500 HARDBOARD SIDING .19 CUT51DE AIR FILM _ j11I TOTAL 20109 I I r Y L.,OORFRAMING 1 + !FLOOR JOISTS: SIZE t SPACING I PER PLANS, MAX. SPACING FOR BRIDGING 8' -0" O.C. E BAND JOIST: 312E PER FLOOR { JO.'ST. INSULATED W/ R -13 UNFACED (FRICTION FIT) BATTS S 6U5FLOOR SHEATHING: A.P'.A. T RATED STUDD - I - FLOOR 24 O.G. 3/4 T i G, EXP05JREE -1 (O.S.B.) ORIENTED STRAND BOARD. I FASTENERS: GLUE t NAIL I PER A.P.A. SPECIFICATIONS uNoERLAYMENT: AS REQUIRED FOR THE FLOOR'S FINISHED PRODUCT TO BE SUPPLIED t INSTALLED BY FLOORING CONTRACTOR FINISHED FLOOR: AS NOTED ON DRAWINGS. ' 1 ` �r• t fu..t ,t • •na. i.•' �;I 1 FOUNDATION SILL PLATE FOUND4TJON WAL_ 5 ', �/ SILL PLATE: 2x4 P.T. WALL ''lATERIAL: 3000 P.61 \ MIN. CONCRETE 28 DAYS) ZARING406 (PRESSURE TREATED) REINFORCING: (2: 05 BARS CONTINUOUS TOP t BOTTOM OF ' • WALL. , DAMPPROCFING: HOT SPRAY APPLIED ASPHALTIC FOUNDATION ; • WATERPROOFING, TWO• COAT MIN. MAB 15 • 3' -b" O.G. MAX. t APPLICATION. TAR PATCH WALL TIES. ? •.r. 12" MAX FROM CORNERS OR FOOTING s •: ENDS OF SILL PLATES. MATERIAL: 3000 PSI MIN. aw •• ' •'•; •� '••:�• CONC. (* 28 DAYS) : ; FooT ING DRA N5 -. 4" ROUND SCH 35 PERFORATED �•►:.. • . _.. DRAIN TILE, COVER W/ 24" MIN. I" WASHED GRAVEL FILL SIDING.W L.. 3 /4"• I' -O" r ' 1 ` �r• t fu..t ,t • •na. i.•' �;I 1 FOUNDATION SILL PLATE SILL PLATE: 2x4 P.T. ` ZARING406 (PRESSURE TREATED) ANCHOR STRAPS "SIMPSON" '* MAB 15 • 3' -b" O.G. MAX. t 12" MAX FROM CORNERS OR r ENDS OF SILL PLATES. r�•�� r•'• C4 v •0 SL A ON GRADS a� .. SLAB MATERIALS 3000 PSI. . z v Z MIN. CONC. * 28 DAYS • v L ' 1 ` �r• t fu..t ,t • •na. i.•' �;I 1 FOUNDATION SILL PLATE SILL PLATE: 2x4 P.T. ` ZARING406 (PRESSURE TREATED) ANCHOR STRAPS "SIMPSON" '* MAB 15 • 3' -b" O.G. MAX. t 12" MAX FROM CORNERS OR r ENDS OF SILL PLATES. r�•�� r•'• C4 v •0 SL A ON GRADS a� .. SLAB MATERIALS 3000 PSI. . z v Z MIN. CONC. * 28 DAYS • v --CONTROL JOINTS IN BASEMENTS SLAB: ' •'_r .: HAND TOOL OR SAWED METHOD, MAX. I� a SPACING FOR LONGITUDINAL-- t TRANSVERSE JOINTS PER INDUSTRY STANDARDS. SECTION e 4k. _ • .�3 �.�s� (C),1.994 ZARING HOMES, INC. ALL RIGHTS RESERVED . -' ' 1 ` �r• t fu..t ,t • •na. i.•' �;I 1 SHEET lio. • . M . n ZARING406 oil '* r r�•�� r•'• C4 v •0 a� . z v Z • v I� a W e 4k. _ SHEET lio. • . M . n