Master Shed Plans Florida Building-Books Download

MASTER SHED PLANS Florida Building
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HEADER SCHEDULE BRG WALL, 1 SPANS UP TO 6 2 2X6 S USE SPF NO 2 UNLESS STATED. OTHERWISE ON PLANS,2 SPANS UP TO 8 2 2X8 S SPF NO 2 Z. A ALL BEAMS SHALL BE BUILT UP WITH 1 2 PLYWOOD FILLER NAILING. SHALL BE 16d NAILS 16 O C ALONG EACH EDGE SPLICES IF U. NECESSARY SHALL BE LOCATED 1 4 THE LENGTH OF THE BEAM. BETWEEN SUPPORTS,HEADER STUD REQUIREMENTS 0 0,MAXIMUM 8 WALL HEIGHT. MAXIMUM HEADER SPAN FT,Q o 0 zp X,10 0 TO 48, 1 3 0 lFULL LENGTH STUD ADACH HEADER TO STUDS WITH 1 SIMPSON. FC4 FRAMING CLIP OR USE 1 HEADER STUD 1 FULL LENGTH STUD. ilCl p u l,9 1 1 E 00, 2 8 0 1 HEADER STUD 1 FULL LENGTH STUD EACH SIDE 0 N M.
FRAMING NOTES,9 4 x 4 P T SKIDS FOR 8 TO 12 WIDE,4 x 6 P T SKIDS FOR 14 WIDE 0. 1 UNLESS STATED OTHERWISE ON PLANS ALL FRAMING FOR 8 HIGH. WALLS SHALL BE 2X4 SPF 2 GRADE LUMBER STUDS SHIILL BE. SPACED AT 16 O C J, 2 ALL FRAMING COMING IN CONTACT WITH CONCRETE EARTH OR. MIISONRY SHALL BE PRESSURE TREATED 9 9 9 9,2 x 4 SYP NO 2 FLOOR JOISTS 16 O C. 3 DOUBLE BEARING TOP PLATES SHALL HAVE ALL JOINTS LAP SPLICED. WITHIN THE CENTER THIRD OF A WALL LENGTH THE MINIMUM LAP U. SHALL BE 4 A 2 MINIMUM LAP SPLICE IS REQUIRED, ELSEWHERE NAILING REQUIREMENT SHALL BE 16 16d NAILS FOR 1. CENTER THIRD OF WALL AND 12 16d NAILS FOR OTHER APPLICATIONS r ti. MINIMUM 1 STUD AT SPLICE LOCATION 0,4 EXTERIOR SHEATHING SHALL BE.
5 8 Tl 11 VERTICAL SIDING 112 PLYWOOD OR 7 16 OSB ADACHED. FLOOR FRAMING PLAN,3 16 1 O u l,WITH 8d NAILS SPACED 6 O C EDGE AND 6 FIELD. AT DISTANCES WITHIN 3 OF BUILDING CORNER GABLE END WALLS. SPACE NAILS AT 4 O C EDGE AND FIELD,NAIL CONNECTION FOR WOOD MEMBERS u. CONNECTION COMMON NAILS NUMBER OR SPACING,JOISTS TO SILL OR GIRDER TOE NAIL 8d 2. BRIDGING TO JOIST TOE NAIL 8d 2 EACH END, l INCH X 6 INCH SUBFLOOR OR LESS TO EACH JOIST FACE NAIL 8d 2 o. OVER l INCH X 6 INCH SUBFLOOR TO EACH JOIST FACE NAIL 8d 3 1 FOR EACH SIZE INCREASE 8. 2 INCHES SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL. SOLE PLATE TO JOIST OR BLOCKING FACE NAIL,16 INCHES O C.
TOP OR SOLE PLATE TO STUD END NAILED 16d,STUD TO SOLE PLATE TOE NAIL. DOUBLED STUDS FACE NAIL 16d,24 INCHES O C FL DCA,DOUBLED TOP PLATES FACE NAIL. CONTINUOUS HEADER TWO PIECES,CEILING JOISTS TO PLATE TOE NAIL. 16 INCHES O C,16 INCHES O C ALONG EACH EDGE,CONTINUOUS HEADER TO STUD TOE NAIL. CEILING JOISTS LAPS OVER PARTITIONS FACE NAIL,INSPECTORS CHECKED.
CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 16d 3. RAFTER PLATE TOE NAIL 8d 3 CALt, l INCH X 8 INCH SHEATHING OR LESS TO EACH BEARING FACE NAIL 8d 3 NOTED. OVER l INCH X 8 INCH SHEATHING TO EACH BEARING FACE NAIL 8d 3 1 FOR EACH SIZE INCREASE. BUILT UP CORNER STUDS FACE NAIL 16d 24 INCHES O C SHEET. BUILT UP GIRDERS AND BEAMS 20d 32 INCHES O C AT TOP AND BODOM AND STAGGERED THE ABOVE STRUCTURE HAS BEEN DESIGNED IN. 2 AT ENDS AND AT EACH SPLICE ACCORDANCE WITH FLORIDA MANUFACTURED. 2 INCH PLANKS 16d 2 EACH BEARING BUILDING ACT OF 1979 SECTION 1609 OFTHE 2007 FLORIDA. BUILDING CODE FOR GRAVITY AND DESIGN PRESSURES,GENERATED BY A BASIC WIND SPEED OF 140 M P H. 3 SECOND GUST OF 5 SHEETS,WINDOW SCHEDULE 1 1 t,WINDOW MANUFACTURER MODEL OR. FLORIDA PRODUCT,APPROVAL z, 3040 SH PGT 4000 32 51 3529 56 7 90 0 FL 239 4 1 1 4. 3050 SH PGT 4000 32 03 34 82 56 7 72 8 FL 239 4,FIBERGLASS SHINGLES.
ROOF RAFTERS CONNECTED,WI4 x 2 TRUSS PLATE 18 GAGE. PRESSED IN PLACE ATIACH BOTH,DOOR SCHEDULE,DOOR MANUFACTURER MODEL OR. FLORIDA PRODUCT,SIDES OF RAFTER CONNECTION Q 00, OR METAL ROOF 3068 THERMATRU CONSTRUCTION 30 0 32 7 67 67 FL 52622 T. NOTE o 0 C, 19132 OSB APA RATED 40 120 EXPOSURE 1 OWNER CONTRACTOR HAS OPTION TO SUBSTITUTE USE WINDOWS. DOORS NOT LISTED IN SCHEDULE ALTERNATE WINDOWS DOORS o if. USE 8d RINGSHANK NAILS 6 O C EDGE, 4 O C INTERMEDIATE SUPPORT AT 2 X 4 FLAT VERTICAL MUST MEET MINIMUM APPLIED PRESSURES AS LISTED IN SCHEDULE.
GABLE END AT GABLE END 24 O C,WI 2 X 4 DIAGONAL BRACE. 2 x 4 SPF NO 2 RAFTERS 24 O C 10 TO 48 0,2 x 4 SPF NO 2 COLLAR. SIMPSON H2 5,CLIP AT EACH,28 MIN 3 MAX 4 0 MIN 28 MIN. ATIACH WI 3 10d NAILS,AT EACH END,WINDOW LOCATIONS SIZES. S QUANTITY VARY 0 3,DOUBLEZX4 I I z,Y t COX PLYWOOD GFI GFI.
TOP PLATE AT I I o 0,GABLE ENDS TYPES OF DOORS WINDOWS LOCATIONS SIZES. DOUBLE 2 X 4 SPF I g QUANTITY IS PURELY INCIDEN TAL OPTIONAL. NO 2 TOP PLATE I 0 ELECTRIC TO EACH UNIT FIELD CONNECT FROM if. CANT STRIP o,EXISTING POWER SOURCE TO UNIT,Ys T1 11 VERTICAL SIDING. 2 X 4 SPF NO 2 2 X 4 GABLE END I,WALL FRAMING,ALTERNATE EXTERIOR FINISHES I I o. PLYWOOD OR JIG OSB WITH,VINYL SIDING OR HARDIPLANK. 1 T G PLYWOOD FLOORING I t l M,APA RATED 32116 ATIACH W 8d NAILS 6 0 C E GE z.
2 X 4 BOTIOM 10 O C INTERMEDIATE SUPPORT II I,PLATE I NOTE II II I a l. EXIST GRADE,USE PRESSURE TREATED PLYWOOD IF FLOOR II. IS LESS THAN 19 ABOVE GRADE II JL I,FLOOR PLAN WI ELECTRIC 3 16 1. 2 x4 P T FLOOR JOISTS a 16 O C V FIN FLOOR,ELECTRICAL ALL ELECTRIC WORK U. TO BE IN ACCORDANCE,EXIST GRADE VARI SYMBOL LEGEND WI NEC 2008.
ANCHOR 4 P T SKIDS FOR ANCHOR,6 P T SKIDS FOR 14 TO 12 WIDE PER FOUNDATION r. WlDE OUTLET 1 O VOll a,GRADE ELEVATION 1,BE DETERMINED IN f OUTLET HALF HOT. DunET GROUND,FAULT INTERRUPT LENGTH TO WIDTH RATIO. ROTECTED OF BUILDING SHALL NOT,EXCEED 1 4,SW1TCH SINGLE POLE. O 4 0 4 0 0 0,SWITCH 3 POLE,XAN WI LIGHT KIT,CEILING LIGHT.
Y WALLUGHT,3 4 0 4 3 0,FLOODLIGHT,THE ABOVE STRUCTURE HAS BEEN DESIGNED IN. GABLE ROOF SECTION,ACCORDANCE WITH FLORIDA MANUFACTURED. BUILDING ACT OF 1979 SECTION 1609 OF THE 2007 FLORIDA. BUILDING CODE FOR GRAVITY AND DESIGN PRESSURES,GENERATED BY A BASIC WIND SPEED OF 140 M P H. 3 SECOND GUST,5 SHEETS J,2X4 SPF NO 2 GABLE BLOCKING. 24 O C SECURE TO GABLE TRUSS WI,3 10d TOE NAILS,2X4 SUB FASCIA ATTACH WI2 16d NAILS.
A35 CLIP AT,EACH BRACE,EA GABLE RAFTER,GABLE END VERTICAL WEBS 24 O C MAX. ROOF SHEATHING FASTENING NOTES,COMMON WOOD ROOF,RAFTERS 24 O C. 2 10d NAILS,NAILING 2X4 SPF NO 2 DIAGONAL BRAC,I SPAN ATTACH TO VERTICAl J r r. ZONES 1 2 USE 8d RINGSHANK NAILS 6 O C EDGE,INTERMEDIATE. 2X4 WI 1 A35 CLIP,Z 0e2 Of Ll,r ilu i Q Xl W,ZONES 3 USE Sd RINGSHANK NAILS 4 O C EDGE.
INTERMEDIATE DROP GABLE 6 TO 12 OVERHANG N T S N l E 00. ROOF COVERAGE,SHINGLES SHALL COMPLY WITH ASTM D 7158. CLASS H OR D 3161 CLASS F OR TAS 107 o 0,SHINGLE FOR WIND ZONES 130 MPH OR GREATER. SHEATHING REQUIREMENTS N 0,2X4 SPF NO 2 DIAGONAL 2X4 SPF NO 2 DIAGONAL if. PLYWOOD SHEATHING 15132 C D,KNEE BRACE I SPAN KNEE BRACE Y SPAN. GROUP 2 EXP 1 APA RATED 32116 OR,OSB SHEATHING 19 32 APA 40 20.
SHINGLE OR METAL ROOF EXPOSURE 1 I 10 0 TO 4S O, 1 PLYWOOD TO BE PERPENDICULAR TO FRAMING END JOINTS SHALL BE. 2 CONTRACTOR SHALL INSTALL PLYWOOD USING ALUMINUM PLYWOOD CLIPS 0. WITH BUILT IN SPACERS 0, 3 UNDERLAMENT FOR SHINGLES SHALL CONFORM TO REFER TO DROP GABLE. ASTM D 226 TYPE I OR II DETAIL ABOVE FOR,ASTM D 2626 TYPE I OR II OR ASTM D 6757 OVERHANG. 4 UNDERLAYMENT FASTENERS FOR METAL ROOFING SHALL COMPLY. ilOFPET if,WITH MANUFACTURERS APPROVED SPECIFICATIONS n N. 2 x 4 SPF NO 2 RllFTERS 24 O C,GABLE ROOF PLAN,MUR 1300 a.
COLLARS NOT SHOWN FOR CLARITY FL DCA,INSPECTORS V,THE ABOVE STRUCTURE HAS BEEN DESIGNED IN NOTED. ACCORDANCE WITH FLORIDA MANUFACTURED JOaNO, BUILDING ACT OF 1979 SECTION 1609 OF THE 2007 FLORIDA E 5409. BUILDING CODE FOR GRAVITY AND DESIGN PRESSURES,GENERATED BY A BASIC WIND SPEED OF 140 M P H. 3 SECOND GUST,OF 5 SHEE TS,DOOR SCHEDULE,SINGLE WOOD DOOR 3 0. STEEL 9 LlGHT ENTRY DOOR 3 0,MOBILE HOME STYLE FOAM CORE DOOR 3 0 TO 4 0.
STANDARD DOUBLE WOOD DOOR WIDTH 5 0 0,STANDARD ROLL UP GARAGE DOOR 8 0 J t. I T1 11 VERTICAL SIDING,FIN FLOOR C,I I I I I I,WINDOW LOCATION. QUANTITY VARIES,I I I I I I I,WINDOW LOCATION,QUANTITY VARIES. HH t t til,DO lilt t t t t H,DOOR LOCATION,GABLE ROOF SIDE ELEVATION. GABLE ROOF FRONT ELEVATION,QUANTITY VARIES,3 16 1 0 3 16 1 0.
rr rr j a C,Lil I J I I 8 0,u I I I I I,WINDOW LOCATION. QUANTITY VARIES,1 T1 11 VERTICAL SIDING APPROVED, GRADE H 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 II U I I I I H 0 0. INSPECTORS BRAWN,DOOR LOCATION uu,QUANTITY VARIES 07 17 09. GABLE ROOF SIDE ELEVATION 3 16 1 0,THE ABOVE STRUCTURE HAS BEEN DESIGNED IN JoaNO. ACCORDANCE WITH FLORIDA MANUFACTURED E Q5409, BUILDING ACT OF 1979 SECTION 1609 OF THE 2007 FLORIDA SHEET.
BUILDING CODE FOR GRAVITY AND DESIGN PRESSURES,GENERATED BY A BASIC WIND SPEED OF 140 M P H.


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