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HomeMy WebLinkAbout31 Bliscott Ave plan 102-%" END DISTANCE @ 16" O.C. EA. kTE RAFTER TO PLATE CONNECTION !'% I SCALE: N.T.S. BEAM AND STRAP LSTA @ EACH RAFTER. RIDGE BEAM Q 1 RIDGE BAND STRAP LJ % SCALE: N.T.S. NOTE: RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR TIES OF NOMINAL 1x6 OR 2x4 LUMBER ARE LOCATED IN THE UPPER THIRD OF THE ATTIC SPPACE AND ATTACHED TO RAFTERS USING (5)10D NAILS @ EACH END NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAIL SPACING ROOF FRAMING BLOCKING TO RAFTER (TOE NAILED) 2- 8D 2-10D EACH END RIM BOARD TO RAFTER (END NAILED) 2-16D 3-16D EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D AT JOINTS STUD TO STUD (FACE NAILED) 2-16D 2-16D 24" O.C. HEADER TO HEADER (FACE NAILED) 16D 16D 24" O.C. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4- 8D 4-10D PER JOIST BLOCKING TO JOIST (TOE NAILED) 2- 8D 2- 10D EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16D 4.- 16D EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3-16D 4.- 16D EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 3- 8D 3-10D PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16D 4.- 16D PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-16D PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS: _ RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 8D T 10D W EDGE/ 6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.C. 8D 10D 4" EDGE/ 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8D — 10D - 6" EDGE/ 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ STRUCTURAL OUTLOOKERS 8D IOD 6" EDGE/ 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS 8D IDD 4" EDGE/ 4" FIELD CEILING SHEATHING GYPSUM WALLBOARD SD COOLERS i - 7" EDGE/ 10" FIELD WALL SHEATHING WOOD STRUCTURAL PANELS: STUDS SPACED UP TP 24" O.C. ^ BD 10D 6" EDGE/ 12" FIELD i2" AND z%3z' FIBERBOARD PANELS BD - — 3" EDGE/ 6" FIELD Y2" GYPSUM WALLBOARD SO COOLERS 7" EDGE/ 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS 8D 10D 6" EDGE/ 1" FIELD GREATER THAN 1" 10D y 16D 6" EDGE/ 6" FIELD (1 1 STUDS AND HEADERS v J SCALE: N.T.S. )V" CDX SHEAT NAIL 8D COMM NAILS @ 3" OJ 2 EA. %" ANCH BOLTS W/ 3" x : PLATE WASHEF FOUNDATION HEADER HDR UPLIFT STRAP WINDOW SILL PLATE 12 GA. ANCHORS (TYP.) (2) 2x6 P.T. SILL PLATE Y8" DIA. ANCHOR BOLTS @ 36" O.C. MIN. 7" EMBEDMENT W/3"x3"xY4" PLATE WASHER i SCALE: N.T.S. CONTINUOUS HEADER @ MULTIPLE OPENINGS EXTEND HEADER TO KING STUD, NAIL TOP PLATE TO BOTTOM OF HEADER. 2 ROWS 16D NAILS @ 3" O.C. OPENING o � —\ ° 01 \ `\ 0 2x6 DBL. TOP PLATE I \I \ \ I of I I { I l I I Y2" CDX SHEATHING SILL PLATE { I i TO TOP PLATE. SEE NAILING ° / I SCHEDULE I l I 2x STUDS @ 16" O.C. I { � l I � I I � 1 { I I of I I I i i I I BOTTOM PLATE { o \ RIM JOIST a h \ \ FLOOR JOISTS da a \ \ \ o (2) 2X6 P.T. SILL PLATE \ \ a a dd.. a a 47 a a a d Ii d da d a d d a � d a ANCHOR BOLTS @ 32" O.C. MIN 7" EMBEDMENT W/3"x3"xY4'- PLATE WASHER D1 SILL TO PLATE CONNECTION W/SHEATHING SCALE: N.T.S. F� CORNER STUD HOLD DOWN SCALE: N.T.S. Issued for Construction: 10/29/21 GENERAL NOTES I. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM TITLE : HIGH WIND FRAMING DETAILS C707T T SSCALE F #: SHEET -31 A.8 OF 9/21 14