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SHNGLES PER SPECIFICATIONS (w/ 6 FASTENERS <br />PER SHINGLE) FELT UNDERLAYMENT MUST BE 300 <br />OR EQUIVALENT (ASTM D 226 TYPE II, ASTM D4869 <br />OR PEEL AND STICK ROOF UNDERLAYMENT ON 1/2" <br />PLYWOOD OR OSB W/H-CLIPS ON 2xi0'• • 24"O.C. <br />(FOR NAILING SCHEDULE SEE SHEET 62C) - SEE <br />ADDITIONAL INFO BELOW <br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF <br />SHEATHING" PER TECHNICAL NOTE OR215A 16-24 "-DOUBLE <br />PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL - SIMPSON TP31 <br />NONE REQUIRED AT RIDGE OR HIP. 12" TO 16" - LUMBER <br />ONLY BLOCKNG (2x4) FLAT WISE OR ENDWISE ON THE SIDE SIMPSON 1410A <br />ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT <br />RIDGE OR HIP. FOR PLYWOOD SHEATHING 12" OR LESS - <br />LUMBER ONLY BLOCKING, (2x4) FLAT WISE OR EDGEWISE ON <br />BOTH PANEL EDGES. <br />INSULATION <br />UNLESS OTHERMSE NOTED - ALL THERMAL MSULATION <br />SHALL 13E AS FOLLOWS= <br />CON- MLOCK WALLS R-3 BLOWN CELLULOSE OR R-4S <br />ALUMMUM MULTI SHEETS FOIL <br />FRAMED WALLS R-11 FIBERGLASS GATT <br />INTERIOR CEILINGS R-15 FIBERGLASS 13ATT OR BLOWN <br />CEILINGS UNDER ATTIC R-30 FBERG4-ASS BATT OR BLOWN <br />SIMPSON W10A <br />PLT. HGT VINYL SOFFIT <br />ALUM. DRIP EDGE— <br />2X6 SUB FASCIA <br />FASCIA COVER INSTALLED N <br />ACCORDANCE WITH FASCIA <br />MANUFACTURER'S PRODUCT <br />APPROVAL SPECIFICATION AND <br />LIMITATIONS OF USE <br />ATTACH SOFFIT <br />TO FASCIA OR <br />To NAILING <br />STRIP (NOT <br />SHOWN) <br />2x16 RIM JOIST - <br />12 <br />20 <br />0 <br />h� <br />EXTERIOR SIDING OVER <br />015 BLDG. FELT WITH <br />0 OR WITHOUT NSULATIVE <br />FIBER BOARD 4 SHEATHING <br />FOR NAILING SEE SHEET 625 <br />TABLE 2304.9.1 FASTENING SCHEDULE <br />FF. 1=I-Ev. <br />(1) 20'-0" +4 COPPER (WITH <br />APPROVED CLAMP) TIED <br />TO FTG STEEL AND GRND. <br />ROD (BY OTHERS) AT <br />ELECTRICAL BOX LOCATION <br />"0 <br />VJ <br />?)2X6 TOP PLATE <br />J-CHANNEL <br />2x6 BASE PLATE <br />TOP PLATE <br />2X6 BLOCKING <br />TIE MAX 1/2" GALV. ROD <br />a 12" O.C. 4 EACH SIDE <br />OF OPENING <br />PT <br />SIMPSON 18" FLAP STRAP <br />SIMPSON LSSU 210 <br />(2)2x12 RIDGE BEAM <br />SIMPSON TP31 <br />12 <br />9 F — , " �'- /' <br />SIMPSON SP2 <br />l2 r2x4 <br />SIMPSON SP2 <br />1/2"DRYWALL OVER <br />2X4 STUDS a 16" O.G. <br />SIMPSON SP1 <br />3/4" PLYWOOD U <br />6" O.G. + EDGES <br />INTERMEDIATE <br />NAILS s <br />12" O.G. <br />1/2" CD OR 5/8" <br />DRYWALL ON CEILING, <br />2x6 COLLAR <br />16" FLOOR SYSTEM 42 N9 16" <br />Storage <br />REF <br />�O <br />NSUL. PER <br />SPECIFICATIONS <br />� <br />CLG. HGT. <br />IRV <br />jk U11N/DR. HGT. <br />19-1 <br />FF. ELEV. <br />GLG. HGT. <br />WIN/DR. HGT. <br />FF-. ELEV. <br />9 <br />R311.7.5STAIR TREADS AND RISERS. <br />STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR <br />THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE <br />EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. <br />R311.7.5.1 RISERS. <br />THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER <br />HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT <br />TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT <br />EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL BE <br />VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE. <br />OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 <br />INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO <br />NOT PERMIT THE PASSAGE OF A 4—INCH—DIAMETER (102 MM) SPHERE. <br />EXCEPTIONS: <br />1.THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL STAIRWAYS. <br />2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION <br />R311.7.10.1. <br />R311.7.5.2 TREADS. <br />1. THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD <br />DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE <br />FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S <br />LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL <br />NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). <br />R311.7.5.2.1 WINDER TREADS. <br />WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES (254 <br />MM) MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF <br />ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE. WINDER TREADS SHALL <br />HAVE A TREAD DEPTH OF NOT LESS THAN 6 INCHES (152 MM) AT ANY POINT WITHIN <br />THE CLEAR WIDTH OF THE STAIR. WITHIN ANY FLIGHT OF STAIRS, THE LARGEST WINDER <br />TREAD DEPTH AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY <br />MORE THAN 3/8 INCH (9.5 MM). CONSISTENTLY SHAPED WINDERS AT THE WALKLINE <br />SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR TREADS <br />AND DO NOT HAVE TO BE WITHIN 3/8 INCH (9.5 MM) OF THE RECTANGULAR TREAD <br />DEPTH. <br />EXCEPTION: THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH <br />SECTION R311.7.10.1. <br />R311.7.5.3NOSINGS. <br />NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF <br />CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL <br />NOT EXCEEDING 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 <br />INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON <br />STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST <br />NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. <br />EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS <br />NOT LESS THAN 11 INCHES (279 MM) <br />/ _Q 30w PSI CONC. <br />= Z 6"x 65c 10/10 E.W.W. MESH RENFORCING <br />° REQUIRED THROUGHOUT T14E CONCRETE SLAB <br />I <br />ROD (BY OTHERS) I 1,-8„ 6 MIL. VAP. BARRIER <br />(2)05 REBAR CONT. ON S CHAIRS <br />(3" MIN COVER) <br />11 21 T CONCRETE -ENCASED ELECTRODE. AN ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN <br />AND NEAR T14E BOTTOM OF THE CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE <br />EARTH, CONSISTING OF AT LEAST 20 FT. OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICITY S3 <br />CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR <br />CONSISTING OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. REINFORCING <br />,BSA ,R'S1QSHALL BE PERMITTED TO BE BONDED TOGETHER BY THE USUAL STEEL TIE WIRES OR OTHER EFFECTIVE <br />' 'EA W." <br />0 11 2- x_�rc�r�o� <br />S3 <br />SECTION <br />0 <br />C <br />C� <br />D <br />O <br />i <br />U <br />C <br />0) <br />V^`J <br />^Q <br />W <br />C <br />O <br />-4. 1 <br />V ) <br />C <br />L- <br />O <br />U <br />P0 <br />[V <br />O <br />N <br />H <br />0 <br />w <br />n <br />O <br />Thomas L <br />Digitally signedy <br />Signed and sealed by T.L. HansonPE\\��' """I" <br />Hanson : A01410 <br />Thomas L <br />using a Digital Signature and date. <br />Printed copies of this document : �,• <br />Hanson:A01410D00000 <br />are not considered signed <br />D00000177EF31 <br />177EF31134E000015ADA <br />sealed and the signature must be a w- <br />Date: 2023.10.24 <br />verified on any electronic co <br />B4E000015ADA <br />11:15:17-04'00' <br />PROJECT NO. <br />2023-55 <br />DWG NO. <br />�3 <br />UM <br />