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Home My WebLink About407 Highbank Road Roof and Second Floor Framing Layouts 2zn' n" ROOF FRAMING LAYOUT FASTENER SCHEDULE FOR STRUCTURAL MEMBERS JOIST TO SILL OR GIRDER TOE NAIL 3- 8D S; C" E D LJ L E SOLE PLATE TO JOIST OR BLOCKING 16D 0 16 O.C. STUD TO SOLE PLATE 2- 16D 2 STORY ABOVE NTH STUD TO TOP PLATE 2- 16D 4 DOUBLE STUDS FACE NAIL IOD 0 24 O.C. MIN. BUILT-UP HEADER TWO PIECES W t 2 SPACER 16D 0 16 O.C. 0 EDGE CEILING JOISTS TO PLE TOE PLATE 3- BD 2— CEILING JOISTS TO PATARALLEL RAFTERS 3- 10D 6-0 RAFTER TO PLA E. TOE NAIL 2-16D — 2 X BUILT-UP CORNER STUDS. 10D 0 240 O.C. RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4-16D RAFTER TIES TO RAFTERS 3- 8D 4" F T JOISTS 8D ® 6 O.C. SUBFLOOR TO JOISTS INTERMEDIATE 8D 0 12 O.C. lT2m SHEATHING TO STUDS EDGES 8D 0 6 O.C. SHEATHING TO STUDS INTERMEDIATE 8D 0 12 O.C. 1/2 SHEAIHIN(; 10 SILIUS &GABLEWALL 8D 0 6 O.C. a 23'-3" 9'-6" 19'-3" I T _17rL I 11 7/ I I I I I I 22'-0" SECOND FLOOR FRAMING LAYOUT U�V I N N D E 15— [1 G ; _; A JEFFREY A. BARNABY, CPBD CERTIFIED PROFESSIONAL BUILDING DESIGNER B D 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. TEL. 508-888-2747 FRAMING PLANS BOB DUNPHY DUBLIN CONSTRUCTION, INC S. YARMOUTH, MA 02664 16'-10" IMIMMM liffiffil 30'-0" TYPICAL LUMBER NOTES 13'-2" 0 ❑E0 SPECIES OR GRADE MODULUS I --I E A E] E FR S; C" E D LJ L E 0 !;17F OF HEADER SUPPORTING ROOF ONLY MAX. LENGIH SUPPORTING 1 STORY ABOVE SUPPORTING MAXLENGTH MAX 2 STORY ABOVE NTH 2— 2 X 4 4— N A N A 2— 2 X 6S 6-0 4-0 N A 2— 2 X 8S 8-0 6-0 N A NOTE 1 • National Lumber Grades Authority: Machine Rated Lumber. 2 x 4 & Wider — 2 X 10S 10— 8-0 —0 U�V I N N D E 15— [1 G ; _; A JEFFREY A. BARNABY, CPBD CERTIFIED PROFESSIONAL BUILDING DESIGNER B D 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. TEL. 508-888-2747 FRAMING PLANS BOB DUNPHY DUBLIN CONSTRUCTION, INC S. YARMOUTH, MA 02664 16'-10" IMIMMM liffiffil 30'-0" TYPICAL LUMBER NOTES 13'-2" 0 ❑E0 SPECIES OR GRADE MODULUS GRADE RULES SELECT STRUCTURAL 0 �s NO. 1 & APPEAR. ELASTICITY (SEE NOTES 1.10 040 ui 1,2,3,4) STUD 900.000 90OF-1.OE 3 MACHINE RATED LUMBER, 2 X 4 AND WI R j 120OF-1.2E 1.2.3.4 1 200 000 1350F -1.3E 4 1,300,000 1450F -1.4E 13.4 1,300,000 l 1400,000 t F-1 1 NOTE 1 • National Lumber Grades Authority: Machine Rated Lumber. 2 x 4 & Wider NOTE 2. Southern Pine Inspection Bureau: Machine Rated Lumber, 2 x 4 & Wider NOTE 3. West Coast Lumber Inspection Bureau: Machine Rated Lumber. 2 x 4 & Wider. Machine Rated Joists, 2 x 6 & Wider NOTE 4. Western Wood Products Associotion; Machine Rated Lumber, 2 x 4 & Wider 7 GRADING SPECIES OR GRADE MODULUS GRADE RULES SELECT STRUCTURAL OF DESIGNATION AGENCY NO. 1 & APPEAR. ELASTICITY (SEE NOTES 1.10 040 "E" 1,2,3,4) STUD 900.000 90OF-1.OE 3 MACHINE RATED LUMBER, 2 X 4 AND WI R 11000,000 120OF-1.2E 1.2.3.4 1 200 000 1350F -1.3E 4 1,300,000 1450F -1.4E 13.4 1,300,000 1500E -1.5E 1 1.2.3.4 1400,000 t F-1 1 NOTE 1 • National Lumber Grades Authority: Machine Rated Lumber. 2 x 4 & Wider NOTE 2. Southern Pine Inspection Bureau: Machine Rated Lumber, 2 x 4 & Wider NOTE 3. West Coast Lumber Inspection Bureau: Machine Rated Lumber. 2 x 4 & Wider. Machine Rated Joists, 2 x 6 & Wider NOTE 4. Western Wood Products Associotion; Machine Rated Lumber, 2 x 4 & Wider EASTERN WOODS (surfaced dry or surfaced green) SPECIES OR GRADE SIZE MOD. OF ELASTICITY "E" SELECT STRUCTURAL 2 X 5 AND WIDER 1,100, 000 NO. 1 & APPEAR. 1,100.000 NO, 2 1.10 040 NO. 3 900,000 STUD 900.000 G 0 U W >_ SCALE: DATE: PROJ. # J 3/16"=1'-0" 14 -JAN -2002 1357 CAPE STYLE HOME SHEET : © LIVING DESIGNS 2002A S1 LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS U COMMON LAW COPYRIGHT, THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED. ANY ERRORS OR DISCREPANCIES FOUND ON THESE Q PLANS ARE TO BE BROUGHT TO THE ATTENTION OF F (� IMNG DFSIGNS PRIOR TO THE START OF WORK.