ROOF PLAN FRONT ELEVATION TOP OF FOOTING

Transcription

1 HARDIESHINGLE SIDING 7 1/4" TRIM 1X8 SMARTSIDE FASCIA OVER 2X6 SUBFASCIA 2ND PLATE LINE 8 1/4" HARDIEPLANK SIDING (7" REVEAL) 5/4"X 6 TRIM CULTURED STONE VENEER 5 1/2" DOOR AND WINDOW TRIM (FRONT ONLY) 2ND FLOOR LINE 1ST PLATE LINE 5 1/2" CORNER TRIM 1ST FLOOR LINE TOP OF FOUNDATION TOP OF FOOTING 9' 0" 9' 1 1/8" 8' 1 1/8" FRONT ELEVATION TOP OF FOOTING ROOF PLAN SCALE: 1/8"=1'-0" ALL 8/12 PITCHES HAVE A 4 1/2" HEEL HEIGHT AND A 1'-4" EAVE END OVERHANG ALL 10/12 PITCHES HAVE A 7 3/16" HEEL HEIGHT AND A 1'-4" EAVE END OVERHANG TO MATCH 8/12 PITCH AT FASCIA 6/12 PITCH ON PORCH TO BE 2X6 RAFTERS WITH A 3 1/2" SEAT CUT AND A 1'-4" OVERHANG TO MATCH 10/12 PITCH AT FASCIA- BEAM ON PORCH TO BE SET 2 1/2" LOWER THAN MAIN LEVEL WALL PLEASE NOTE THAT THIS ROOF PLAN IS PROVIDED AS A REFERENCE TOOL ONLY - THE TRUSS MANUFACTURER IS RESPONSIBLE FOR PROVIDING A DETAILED TRUSS LAYOUT WITH ALL GIRDER PLACEMENTS, HANGER DETAILS, ETC. - ANY QUESTIONS ARE TO BE DIRECTED TO THE TRUSS MANUFACTURER, BUILDER, AND/OR THIS DESIGNER. HOMEBUILDER HAS FINAL RESPONSIBILITY FOR ALL ASPECTS OF THIS PLAN. TRUSS MANUFACTURER TO ADJUST HEEL HEIGHTS AS NEEDED TO OUT OVERHANGS. DO, HOWEVER, NOTE THAT SOME ADDITIONAL TRIM BOARDS MAY BE USED ON THIS DESIGN AND SHOULD NOT BE INTERFERED WITH. CONSTRUCTION NOTES: 1. DESIGN DRAWN IN ACCORDANCE W/ 2006 I.R.C. AND TYPICAL BUILDING PRACTICES IN CENTRAL IOWA. 2. TRUSS MFR. TO SUPPLY LAYOUT/DETAILS ON ANY/ALL PRODUCTS THEY ARE PROVIDING/ THOSE LAYOUTS/DETAILS WILL TAKE PRECEDENCE OVER ANY DETAILS SHOWN HERE. TRUSS DESIGN TO BE BASED ON TC LL 30/TC DL 10/BC DL 10 LOADING CRITERIA. DEFLECTION ON ROOF BASED OFF OF L/180, CEILING L/ FLOOR SYSTEM ON THIS PLAN TO BE CONSTRUCTED OF ENGINEERED I- WITH LOADING BASED ON 40LB. LL/15LB. A L/480 DEFLECTION MINIMUM. 4. ANY I-JOIST QUESTIONS/DETAILS CAN BE REFERRED TO THIS DESIGNER OR I.J. MFR. 5. MICROLAM/LVL BEAMS ARE SIZED AS LP 2600 Fb 1.9E SERIES AT A L/360 DEFLECTION. 6. ANY/ALL EXTERIOR DIMENSIONS RUN TO/FROM OUTSIDE OF STUD. 7. INTERIOR DIMENSIONS RUN TO/FROM EDGE OF STUD AND CENTER OF BEAM. 8. ALL HEADERS IN 2x4 WALL TO BE DOUBLE 2x12, UNLESS NOTED OTHERWISE. 9. ALL HEADERS IN 2x6 WALL TO BE TRIPLE 2x12, UNLESS NOTED OTHERWISE. 10. PROVIDE PROPER BEARING UNDER ALL HEADERS/BEAMS/ ETC. 11. INSULATE ANY/ALL CANTILEVERS AND BLIND CORNERS, WALL VOIDS, ETC. 12. PROVIDE SOLID BLOCKING BEHIND ALL TOWEL BARS, HANDRAIL BRKTS, CLOSET ROD SUPPORTS, CURTAIN ROD SUPPORTS, ETC. 13. WINDOW NOMENCLATURE LABELED AS ANDERSEN CASEMENTS. **ALL WINDOWS/DOORS TO BE CONFIRMED BY BUILDER/HOMEOWNER BEFORE ORDERING** 14. ANY ALL OPENINGS/EXTERIOR WALLS EXPOSED IN BASEMENT WILL BE DETERMINED BY THE SLOPE OF LAND AFTER EXCAVATION. 15. ANY DESIGN CHANGES TO THIS PLAN WHICH AFFECT ANY STRUCTURAL MEMBERS SHOULD BE APPROVED BY THIS DESIGNER OR A STRUCTURAL ENGINEER. 16. BUILDER/OWNER HAVE FINAL DECISIONS ON ALL ASPECTS OF PLAN. 17. ANY/ALL HEADERS AND BEAMS ARE DROPPED UNLESS NOTED OTHERWISE.

2 REAR ELEVATION SCALE: 3/16"=1'-0" DECK RAIL AND STAIRS REMOVED FOR CLARITY- VERIFY DECK SIZE WITH HOMEOWNER LEFT ELEVATION SCALE: 3/16"=1'-0" RIGHT ELEVATION SCALE: 3/16"=1'-0"

3 FLASHING #4 9" O.C. TRANSVERSED W6x 9 STEEL BEAM 12" O.C. FOR TEMP. BRACING 2" BLUEBOARD OVER 3/4" TREATED PLYWOOD CANTILEVER 2X6 WALK OUT WALL ON 4' CONC. FROST WALL CW25 6/0 SLIDING DOOR CW35 2X4 16" O.C. FOR TEMP. BRACING SECTION #1 1 3 FOOTING AND TOP OF FOUNDATION STEP DOWNS AT DISCRETION OF BUILDER- VERIFY WITH GRADE ON SITE BEDROOM 5 11'-0" x 11'-10" TJI/PRO 9 1/2" 16" O.C. SPACING DBL. LIVING ROOM 31'-9" x 14'-1" DBL. CANTILEVER 3/ /8" LVL DROPPED 2X6 LOAD BRG. WALL FOUNDATION PLAN FOOTINGS: A- 30" X 30" X 12" CONCRETE FOOTING W/ 4-#4 REBAR TRANSVERSED B- 36" X 36" X 12" CONCRETE FOOTING W/ 5-#4 REBAR TRANSVERSED FLOOR DRAIN 3-2X4 FIR COLUMN FURN A 30"X60" TUB/ SHOWER B 48" LAV. 4-2X6 FIR COLUMN UP 7 1/4" 2X6 LOAD BRG. WALL 2X6 LOAD BRG. WALL FUR OUT CONC. WALL 1 1/2" NOTES: * 8" x 9'-0" POURED CONCRETE WALLS ON A 16" X 8" CONTINUOUS FOOTING WITH 2-#4 REBAR CONTINUOUS. * FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF SOIL CAPACITY. * ALL HEADERS AND BEAMS ARE BELOW DECK UNLESS NOTED "". * EXTERIOR DIMENSIONS ARE TO OUTSIDE OF CONCRETE. INTERIOR DIMENSIONS ARE TO EDGE OF STUD AND CENTER OF BEAM. * DESIGN CRITERIA IS BASED ON LOCAL BUILDING CODES AND PRACTICES AND THE 2006 I.R.C. * DESIGN LOADING IS AS FOLLOWS: ROOF: 30 PSF LIVE + 20 PSF DEAD = 50 PSF TOTAL FLOOR: 40 PSF LIVE + 15 PSF DEAD = 55 PSF TOTAL (MIN. DEFLECTION IS L/480). WIND: 90 PSF (IOWA) * FLOOR HAVE BEEN ENGINEERED TO MEET CERAMIC TILE CRITERIA WHERE OWNER HAS INDICATED IT WILL BE INSTALLED. * WALKOUT WALL FRAMING 2x6-9'-0" WALLS WITH 1/2" SHEATHING, UNLESS NOTED OTHERWISE. * WINDOW NOMENCLATURE IS FOR ANDERSEN CASEMENTS. * ANY CHANGES ARE THE RESPONSIBILITY OF THE CONTRACTOR. * STAIRCASE DRAWN WITH 10" TREADS. * MICROLAM/LVL BEAMS ARE SIZED AS TJ 2600 Fb 1.9E SERIES AT A L/360 DEFLECTION. MASONRY OPENING UNEXCAVATED DROP FOUNDATION IN SHADED AREAS BUILDING LINE ANCHOR BOLTS FOR SHEAR BRACING AS PER DETAIL PAGE 7 MASONRY OPENING SUMP PIT BUILDING LINE STORAGE W6x 9 STEEL BEAM ACTUAL SIZE 4"X5 7/8" 4"X6" BEAM POCKET 1 3

4 2X6 ROOF FRAMING CW145 KITCHEN RAISE HEADER 12" IN THESE AREAS C15 W/ 12" TRANSOM 6/0 SLIDING DOOR W/ 12" TRANSOM /8" TO TOP OF DINING 11'-2 " x 12'-1" C15 W/ 12" TRANSOM TJI/PRO 9 1/2" 16" O.C. SPACING CX15 W/ 12" TRANSOM P7050 W/ 12" TRANSOM HEADER 7'-11" 3 STUDS BETWEEN WINDOWS FAMILY ROOM 20'-9" x 14'-3" CX15 W/ 12" TRANSOM D.V. GAS F.P. 3/0 (DBL 1/6) MAIN LEVEL PLAN 1106 SQ. FT. LAUND. LOCKERS 4/0 FR. DR. (2X 2/0) DOWN 7 1/4" P4040 NOTES: * 2x4-9' 1 1/8" WALLS WITH 7/16" SHEATHING. * EXTERIOR DIMENSIONS ARE TO OUTSIDE OF STUD. INTERIOR DIMENSIONS ARE TO EDGE OF STUD AND CENTER OF BEAM. * ALL HEADERS AT EXTERIOR OPENINGS ARE 2-2X12 WITH 1/2" FILLER UNLESS NOTED OTHERWISE. * ALL HEADERS AND BEAMS ARE BELOW DECK (DROPPED) UNLESS NOTED "". * PROVIDE SOLID BLOCKING BEHIND ALL CURTAIN RODS, TOWEL BARS, RAILING, ETC. * INSULATE, VAPOR BARRIER, AND SHEET ALL WALL CAVITIES BEHIND TUB AND/OR SHOWER ENCLOSURES AND UP TO THE DECK OF WHIRLPOOLS. * TRUSS MANUFACTURER TO SUPPLY ROOF LAYOUT WITH GIRDER LOCATIONS DETERMINED. SPECIFY AND SUPPLY ALL GIRDER CONNECTIONS. * WINDOW NOMENCLATURE IS FOR ANDERSEN CASEMENTS. * STAIRCASE DRAWN WITH 10" TREADS. * VERIFY ALL WALL HEIGHTS WITH TRUSS MFR. PLANS. * MICROLAM/LVL BEAMS ARE SIZED AS TJ 2600 Fb 1.9E SERIES AT A L/360 DEFLECTION. 22" X 30" ATTIC ACCESS TRUSS MANUFACTURER TO SUPPLY CONNECTION 8' X 7' OHD GIRDER TJI/PRO 9 1/2" 16" O.C. SPACING GARAGE STRUCTURAL GABLE 2X6 RAFTERS & C.J. FLAT GIRDER ENGINEER BOTTOM CHORD TO ACCEPT BUILDING LINE 16' X 7' OHD DEN 10'-4" x 13'-7" C35 DBL. CANTILEVER LINE 2-2X12- SET 2 1/2" BELOW TOP OF MAIN LEVEL WALL FRAMED COLUMNS W/ 2" CULTURED STONE VENEER 3/0 W/ 1-12" S.L. & 14" TRANSOM UP 7 7/16" 4/0 DBL. DR. (2X 2/0) CAP CLOSET AT 8' 1 1/8" FOR PLANT SHELF SHEAR WALL BRACING AS PER DETAIL ON PAGE 7

5 CW345 C24 TEMPERED CW345 BUILT- INS 36"X48" SHOWER 36"X72" W/P TUB BED 2 14'-4" x 12'-0" LINEN 2/0 84" LAV. MASTER BED 15'-10" x 14'-5" UPPER LEVEL PLAN 1152 SQ. FT. (NOT INCLUDING OPEN TO BELOW) CW245 5/0 BF 5/0 BF 22"X30" ATTIC ACCESS 2/0 DOWN 7 7/16" NOTES: * 2x4-8' 1 1/8" WALLS WITH 7/16" SHEATHING. * ALL HEADERS AT EXTERIOR OPENINGS SHALL BE 2-2X12 WITH 1/2" FILLER, UNLESS NOTED OTHERWISE. * ALL HEADERS AND BEAMS ARE BELOW DECK UNLESS NOTED "". * PROVIDE SOLID BLOCKING BEHIND ALL CURTAIN RODS, TOWEL BARS,ETC. * INSULATE, VAPOR BARRIER, AND SHEET ALL WALL CAVITIES BEHIND TUB AND/OR SHOWER ENCLOSURES AND UP TO THE DECK OF WHIRLPOOLS. * PROVIDE ADEQUATE BEARING UNDER ALL HEADERS, GIRDERS, AND BEAMS. * EXTERIOR DIMENSIONS ARE TO OUTSIDE OF STUD. INTERIOR DIMENSIONS ARE TO EDGE OF STUD AND CENTER OF BEAM. * WINDOW NOMENCLATURE IS FOR ANDERSEN CASEMENTS. * VERIFY ALL WALL HEIGHTS WITH TRUSS MFR. PLANS. * MICROLAM/LVL BEAMS ARE SIZED AS TJ 2600 Fb 1.9E SERIES AT A L/360 DEFLECTION. * VERIFY ALL WALL HEIGHTS WITH TRUSS MFR. PLAN. BED 3 12'-4" x 13'-7" 48" LAV. 30"X60" TUB/ SHOWER 6/0 BF BED 4 10'-4" x 11'-8" GIRDER TRUSS CT25 OPEN TO BELOW 2-2X12 PLANT SHELF 5' TALL HALF CIRCLE WINDOW TO MATCH WIDTH OF DOOR BELOW- SET 1'-9" TOP OF DOOR CT14 STAT

6 30 YR. ARCH SHINGLES OVER 30# FELT AND 1/2" OSB WEATHERGUARD "ICE DAM" TO MIN. 24" BEYOND WALL FROM EAVE END GUTTER AND DOWNSPOUTS AS PER SUPPLIER PREMANUFACTURED 24" O.C. MIN. R-44 INSULATION 1X8 LP SMARTSIDE TRIM FASCIA OVER 2X6 SUBFASCIA LP SMARTSIDE VENTED SOFFIT 5/8" GYP. BOARD 2-2X12 #2 FIR HEADER TYPICAL- UNLESS NOTED OTHERWISE LOW-E GLASS WINDOWS- TYPE AND BRAND T.B.D. 1-14" LVL HEADER LANDING 3/4" T&G SUBFLOOR GLUED AND NAILED LINE OF MIN. 6'-8" TJI 230 SERIES 16" O.C. UNLESS NOTED OTHERWISE 5/8" GYP. BOARD 2-2X12 #2 FIR HEADER TYPICAL- UNLESS NOTED OTHERWISE LOW-E GLASS WINDOWS- TYPE AND BRAND T.B.D. LINE OF MIN. 6'-8" LANDING 2X4 #2 FIR 16" O.C. 8 1/4" HARDIEPLANK SIDING OVER AIR INFILTRATION BARRIER OVER 7/16" OSB SHEETHING 1/2" GYP. BOARD OVER 4 MIL. POLY VAPOR BARRIER MIN. R-13 BATT INSULATION IN WALL CAVITY 3/4" T&G SUBFLOOR GLUED AND NAILED 2X6 TREATED TIMBERSTRAND SILL PLATE OVER FOAM SILL SEAL 2" DOW BLUEBOARD OVER SPRAY ON WATERPROOFING TJI 230 SERIES 16" O.C. UNLESS NOTED OTHERWISE 1/2" ANCHOR BOLT- SEE FOUNDATION DETAIL 8" THICK POURED CONCRETE WALL - SEE FOUNDATION DETAIL STAIR DETAIL DOWN TO LANDING 2X4 TREATED CLEAT STAIR DETAIL FROM LANDING DOWN 4" PERFORATED DRAIN TILE IN 3/8" PEA GRAVEL TYPICAL WALL SECTION 2-STORY- NOT TO SCALE WALK OUT WALL 2X4 #2 FIR 16" O.C. 8 1/4" HARDIEPLANK SIDING OVER AIR INFILTRATION BARRIER OVER 7/16" OSB SHEETHING 8" THICK POURED CONCRETE FROST WALL TO MIN 42" BELOW GRADE RIM JOIST TREATED SOLE PLATE 4" PERFORATED DRAIN TILE IN 3/8" PEA GRAVEL TYPICAL WALL SECTION WALKOUT- NOT TO SCALE 4" THICK 3/8" PEA GRAVEL FILL 16"X8" CONTINUOUS CONCRETE FOOTING- SEE FOUNDATION DETAIL 1/2" GYP. BOARD OVER 4 MIL. POLY VAPOR BARRIER MIN. R-13 BATT INSULATION IN WALL CAVITY 2" DOW BLUEBOARD INSULATION MAIN LEVEL FLOOR 4" CONCRETE BASEMENT FLOOR 4" THICK 3/8" PEA GRAVEL FILL MIN. HEADER - VERIFY SIZE W/ PLAN DOOR TRACK AND TORSION SPRINGS BY DOOR SUPPLIER *5/8" TYPE 'X' GYP/ BOARD ON ALL CEILINGS AND WALLS COMMON TO HOUSE 4" THICK SAND OR PEA GRAVEL FILL 8" PREMANUFACTURED 24" O.C. 30 YR. ARCH SHINGLES OVER 30# FELT AND 1/2" OSB STEEL INSULATED OVERHEAD DOOR TYPICAL GARAGE WALL SECTION NOT TO SCALE 5'-0" 1X8 LP SMARTSIDE TRIM FASCIA OVER 2X6 SUBFASCIA LP SMARTSIDE VENTED SOFFIT 8 1/4" HARDIEPLANK SIDING OVER 7/16" OSB SHEAR WALL AND ANCHOR BOLTS AS PER SHEAR WALL DETAIL (IF REQUIRED) 8" THICK POURED CONCRETE FROST WALL TO MIN 42" BELOW GRADE NOTE: REINFORCING BAR CLEARANCE 3" FROM BOTTOM OF FOOTING 2" FROM INSIDE FACE OF WALL DAMP PROOFING 2x6 KEYWAY OPTIONAL BUT RECOMENDED PEA GRAVEL 1'-0" AROUND DRAIN TILE FOUNDATION DRAIN 1'-4" 1'-6" (1 & 2 STORIES) 1/2" ANCHOR BOLTS AT 4'-0" O.C. EMBEDED 7" INTO CONCRETE USE A MINIMUM OF 2 BOLTS PER PIECE AND LOCATE ONE BOLT NOT OVER 1'-0" FROM THE END. #4 BAR AT 20" O.C. VERTICAL BARS #4 BAR AT 2'-0" O.C. HORIZONTAL BARS CAST IN PLACE CONCRETE WITH AN ULTIMATE COMPRESSIVE STRENGHT AT 28 DAYS OF 3000 POUNDS PER SQUARE INCH. THREE STORIES USE 1'-0" THICK FOR THREE STORIES BENT BAR OPTIONAL CONCRETE SLAB (4" MIN.) CONCRETE FOUNDATION WALL NOT TO SCALE

7 R Continuous wood structural panel sheathing...table R Length requirements for braced wall panels in a continuously sheathed wall, exception "c"... (For more, Reference the 2006 IRC Code) NOTES AND REFERENCES: *REQUIRES THE ENTIRE STRUCTURE TO BE CONTINUOUSLY SHEATHED USING METHOD 3 HEADER MATERIAL: WHEN SIZED FOR LOADS, NO LESS THAN (2) 2x12's CAN BE USED, FASTEN TOGETHER W/16d 16" O.C. ALONG EACH EDGE (TABLE R602.3(1)). A SPACER, IF USED, SHALL BE PLACED ON THE SIDE OF THE BUILT-UP BEAM OPPOSITE THE WOOD STRUCTURAL PANEL SHEATHING (INSIDE). WHEN SIZED FOR LOADS, (2) OR MORE PLIES OF 1 3/4" LVL OR FULL WIDTH LVL/GLU-LAMINATED BEAMS CAN BE USED, AS LONG AS THE BEAM DEPTH IS AT LEAST 11 1/4". INSTALL BEAM PER MANUF. SPECIFICATIONS. IF THERE ARE MULTIPLE OPENINGS IN A CONTINUOUS WALL LINE, INSTALL A HEADER FOR EACH OPENING (DO NOT USE A FULL LENGTH HEADER OVER BOTH OPENINGS.) PROVIDE ADEQUATE END-BEARING/BRACED PANEL FOR EACH INDIVIDUAL HEADER, AS NEEDED LB. STRAP: SIMPSON LSTA21 OR LSTA24. USE 10d COMMON NAILS (3"x0.148" DIA.) OR 10d x 1 1/2" (1.5"x0.148" DIA.) ALTERNATE PNUEMATIC FASTENERS MUST BE EQUAL TO THE STRENGTH, LENGTH, AND DIAMETER SPECS OF EITHER 10d NAIL OPTIONS IN ORDER TO BE USED. NAILING: 8d GALVANIZED BOX NAILS (2 1/2"x0.113" DIA.) OR 8d COMMONS (2 1/2"x0.131" DIA.)-- ALTERNATE PNUEMATIC FASTENERS MUST BE EQUAL IN STRENGTH, LENGTH, AND DIAMETER SPECS OF 8d COMMONS IN ORDER TO BE USED. 16d SINKERS (3 1/4"x0.148" DIA.)-- ALTERNATE PNUEMATIC FASTENERS MUST BE EQUAL TO THE STRENGTH, LENGTH, AND DIAMETER SPECS OF 16d SINKERS IN ORDER TO BE USED. ***VERIFY ALTERNATE NAILING, NOT ALL APPLICATIONS ALLOW THE USE OF ALTERNATE FASTENERS.*** 2x4 FRAMING: ANY 2006 IRC RECOGNIZED WALL FRAMING SPECIES MAY BE USED, INCLUDING TIMBERSTRAND LSL LUMBER. SOLID COLUMN STOCK COULD ALSO BE USED INSTEAD OF MULTIPLE 2x PIECES. ANCHOR BOLT: ANCHOR BOLT WITH NUT AND WASHER PER R INSTALLED AT THE THIRD POINTS OF THE PLATE. ALLOWABLE PENETRATIONS: "...IT IS BEST NOT TO DRILL ANY HOLES IN THE APA NARROW WALL BRACING METHOD (NWBM) SHEATHING. HOWEVER, APA ENGINEERS HAVE INDICATED A 7/8" OR SMALLER HOLE IS PROBABLY OK. WITH A SMALL HOLE, BUILDERS COULD THEN USE A DIRECT MOUNT SHALLOW BOX FOR LIGHT FIXTURES. HOLE PLACEMENT SHOULD BE NEAR THE CENTER OF THE WALL WIDTH AND AWAY FROM THE PANEL NAILING. (APA REPORT T , THE EFFECT OF CONSTRUCTION TOLERANCES AND CONSTRUCTABILITY ON THE APA PORTAL FRAME DESIGN) AS FOR NWBM FRAMING, WE FEEL THAT HOLES MEETING BUILDING CODE CRITERIA ARE ACCEPTABLE." --MERRIT KLINE, APA PRODUCT SUPPORT SPECIALIST, JUNE ' MAX. HEIGHT FIGURE R ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING USING EXCEPTION "C" TABLE R * EXTENT OF HEADER (ONE BRACED WALL SEGMENTS) CONTINUOUS TOP PLATE REQUIRED MIN. 3"x11.25" NET HEADER 6' TO 18' 1000 LB STRAP OPPOSITE SHEATHING FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16d SINKER NAILS AT 3" O.C. TYP. FASTEN SHEATHING TO HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. WIDTH BASED ON 6:1 HEIGHT-TO- WIDTH RATIO: FOR EXAMPLE: 16" MIN. FOR A 8' HEIGHT, 20" FOR 10', ETC. MIN. (2)-2x4 FRAMING EXTENT OF HEADER SEGMENT 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING (EXTERIOR) AND INTERIOR 1/2" GYPSUM FINISH (INTERIOR) REQ'D ANCHOR 1/3 POINTS, SEE SECTION R (TWO BRACED WALL SEGMENTS) BRACED WALL 1000 LB STRAP OPPOSITE SHEATHING TYPICAL PORTAL FRAME CONSTRUCTION FOR A PANEL SPLICE, (IF NEEDED), PANEL EDGES SHALL BE BLOCKED WITHIN 24" OF MID-HEIGHT. ONE ROAW OF TYP. SHEATHING-TO- FRAMING NAILING IS REQUIRED IF 2x4 BLOCKING IS USED, THE 2x4'S MUST BE NAILED TOGETHER. (1)-2x4 TRT. BOTTOM PLATE W/ 16d SINKERS REBAR REQ'D/CODE MIN PSI CONCRETE MIN. 1/2" GYP. INTERIOR FINISH 1000 LB STRAP 16d NAILS TWO 24" O.C. STUD REQ'D FOR INTERIOR FINISH 3" O.C. GRID PATTERN NAILING ANCHOR BOLT REBAR/CODE REQ'D WIDTH CORNER FRAMING OUTSIDE ISOMETRIC INSIDE ISOMETRIC CUT-AWAY ISOMETRIC