Laserfiche WebLink
INSULATION — <br />BAFFLE <br />INSULATION PER - <br />CHART ON FLOOR <br />PLAN <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 318" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />FOR UNDERLAYMENT <br />-SHINGLE ROOF REQUIREMENTS SEE R905, <br />15/32" CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />SCHEDULE ON SHT SN1) <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1X2 NAILER <br />J LU PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />= <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />LU <br />a = <br />W/ (4)16d TOENAILS TO TOP PLATE <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od <br />� w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />U_ = <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S <br />. <br />B R <br /><FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />a 1. <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8'O/C WALLS <br />STD. 90 HOOK (SEE DETAIL) <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER <br />BILK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />ARCHITECTURAL <br />FINISH <br />USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />USP LSTA24 STRAP W/ 8-10d x 1-1/2" <br />NAILS TO STUD & 8-10d x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL---- �( <br />BAND JOIST <br />*USP MP4F @ 24" <br />o.c. w/ 12-8d NAILS <br />1st FLOOR WALL <br />USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ <br />EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />co <br />v 4"x4" INSPECTION PORT AT <br />w EACH FILL CELL TYPICAL <br />2"x4" PANEL BLOCKING @ 48" O/C <br />1x WD FURRING @ 24" O.C. <br />d AT GARAGE CONTRACTOR <br />FOR THE FIRST V-0" OF END <br />BASEBOARD <br />N TO CUT BLOCK OR POUR <br />WALL FROM EA. END. (TYP.) TOP & <br />MIN. 2500 PSI CONC. SLAB <br />CURB DUE TO SLOPE <br />BOTTOM CHORD ATTACHED W/ (2) <br />MIN. PSI MAY VARY PER <br />NOTE: EXTEND DECO FINISH <br />16d TOE NAILS <br />MUNICIPALITY k4"to <br />6" BELOW GRADE <br />DECKING - <br />c <br />e <br />FINISH GRADE <br />I I <br />- <br />— —�_ <br />=L1--1I_I—III <br />�' <br />00 <br />6x6 W1.4xW1.4 I —�=I ��—I . a '' <br />I I —III III ° <br />I I —I I= 11�-1-U - <br />III III- o z <br />FLOOR TRUSS <br />-�—I <br />WWF OR FIBER MESH <br />f—I I f—III—I I a <br />T 11f=1�I I <br />PSEE LAN FRAMING <br />�1=T <br />(3) # 5 REBAR ON 3"CHAIR 4„I ' .,I I I I,I 1— <br />(3) #MIN. <br />STD. 90*HOOK <br />(SEE DETAIL) <br />„ „ <br />2 x4 CROSS BRACE @ 48 <br />CLEARANCE <br />O/C FOR THE 1ST 2'-0" OF <br />END WALL W/ (2)10dx3" @ EA. <br />TYP 2-STORY WALL SECTION("_J <br />END INTO 2"x4" BLOCKING <br />SCALE:3/4"=V-0" <br />CF <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)10d @ 6" O.C. <br />NOTES: * USE <br />MP4F & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />SPACER <br />BLOCKS <br />E <br />S6 <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS N <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />USP HTA20 @ 24" O.C. W/ <br />10-10d X 1 1/2" NAILS INTO <br />BLOCKING TRUSS & MIN. 4" <br />EMBEDMENT IN CONC. <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1"" <br />2"x BOT. PLATE <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS1 <br />FLOOR CONNECTION <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />USP HTA20 @ EA. TRUSS <br />W/ 10 -10d x 1 1/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4" EMBEDMENT IN <br />KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(4) 1/4" X 21/4" TITEN <br />SCREWS TO MANSONRY f'� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION <br />B.U.C. <br />8 - 10d NAILS TO <br />STUD PER STRAP <br />LOOR SYSTEM <br />MASONRY WALL <br />SCALE: N.T.S. <br />DETAIL FLOOR TRUSS 0 <br />SCALE. 1 1/2 -1-0 S6 <br />NOTE: <br />SEE TYPICAL WALL SECTION <br />SEE SHEATHING <br />SPECS ON FLOOR <br />C/S3 FOR ADDITIONAL <br />INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />(1) ROW OF 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. < 8'-6". (2) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />ROWS OF 2x BLOCKING @ 3rd PTS <br />EMBEDMENT @ 24" O.C. W/ <br />FOR WALL HGT. > 8'-6" <br />2"DIA.X 3/16" PLATE WASHER <br />USP SPT22 @ EA. STUD <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />2 x STUDS @ 16" O.C. <br />TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />••dam_ A _ .d < <br />A <br />d <br />4. <br />A <br />'41 <br />fl <br />�,' .. e 1=� <br />11- r <br />ICI <br />E <br />I= �-tl I ITI I� 181 I ICI 111 CLEARANCE ON . <br />„ ,� f CHAIR W/ 3' MIN. <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />B <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />D <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET C <br />G FLOOR SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE I ♦- <br />F <br />SHEATHING w <br />2 <br />SOLID 2x <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING O <br />EDGES(SEE U) <br />OPENING <br />SECTION X-X <br />a V <br />C <br />x <br />W <br />23 <br />x <br />E <br />H <br />2x STUDS w <br />BEYOND. = <br />SEE PLAN o <br />0 <br />I \-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM 1A/AI I rl r\/ATI^KI rNIAnnAIIA <br />4 FT. <br />TFT <br />O O 2 <br />2 <br />5 FT. 4 FT. O O <br />5 FT. 4 FT. O2 <br />O 1 q) 1 O � <br />4 FT. <br />4 FT. O O 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />T�� <br />SFFA <br />�N <br />2x CRIPPLES @ — <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x — <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLE AND TILE) <br />o <br />W <br />_i <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />J <br />� <br />ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />Z <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />c� <br />? <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />U_ F <br />SHANK NAILS) <br />NOTE: <br />Us <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 112" PLYWOOD <br />O � <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />} ¢ in <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />O <br />< �i-O o <br />� 0 � m LL o <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />Z w g <br />STUD AND OR BLOCKING AT ALL EDGES. <br />_ N W Cl <br />LL W <br />A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN 1/8" <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 314" S 1/2" <br />1/2" <br />NN <br />S ° 1/2'- <br />SINGLE <br />NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />©� NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />@ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL <br />Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />MEMBER IF GABLE END <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8", <br />O <br />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7/16" <br />OSB FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA. END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W/ (4) 8d NAILS <br />2 8d NAILS 3" 0 C <br />O @ . <br />STAGGERED <br />C WALL SHEATHING INSTALL. vFanrniaincKwr, <br />S6 & NAILING SCHED. SECTION <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />1 (2) 2x HEADER SEE PLAN <br />`S4 INTERIOR HEADER <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS. <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />tiiFR�0R <br />N� <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS ! <br />(2) ROWS OF 2x BLOCKING <br />@ THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W! 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN, TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />ed <br />A. <br />I�IIIII�IIIIIIIII <br />' I III-III=1 <br />(3) # 5 REBAR ON Y CHAIR 4" 1 �-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />1'4 <br />1) <br />2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />1 (2) USP LSTA30 <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE <br />DETAIL C/S6 FOR MORE INFO <br />-2X STUDS @ 16" O/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" <br />OVER METAL LATH. FIRST 2 LAYERS 3/8" <br />THICK EACH. 3RD LAYER 1/8" THICK. <br />USP SPT22 @ EA. STUD <br />-2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />I —I co <br />;IIII�' �Ig I <br />@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL <br />INFORMATION. <br />V <br />S6 <br />CD to <br />Z Z;; <br />— o <br />Z <br />Q <br />r <br />z <br />V <br />(D(z w <br />Q <br />w <br />I- <br />o <br />Cn I— <br />o 1- <br />Co CN <br />U <br />L.1..1 <br />E <br />— 8 <br />tv M <br />co <br />C N M <br />N 'O co <br />0 O <br />_ a> <br />U <br />O <br />t�� <br />7 <br />o <br />I <br />li fti Y <br />¢ � <br />to O V' <br />Obi Q O <br />N Ca-V <br />C <br />EN <br />"A%, <br />g <br />"off <br />U) <br />K4— <br />ll..rn.. <br />fi <br />yam. <br />IL <br />W - Q' r <br />F �- <br />To the best of the Engin no g i atiory� <br />belief, the structuragplans"p ¢ 'fici do psnc4 @ <br />within these drawings com 1 wi I <br />PP ii'"�/bb <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />Ix <br />O <br />Z (V <br />0 v N <br />4 <br />> V) O <br />M <br />Ln <br />Q - <br />a U.) <br />Q U_ <br />zcl� <br />U rv00 <br />< <br />Z E <br />W O <br />W <br />J <br />l0 <br />d' <br />J <br />€o, <br />3Q <br />ce <br />Za <br /><a <br />warms <br />VZOO <br />E' <br />m <br />Z U Z < <br />Zz <br />m <br />o� w <br />Oceao <br />"-m�jo <br />Z Z <br />0 <br />Ln <br />J <br />aU <br />O <br />s <br />fO <br />In <br />W <br />o <br />y <br />N <br />C) <br />U <br />U) <br />0 <br />Lu <br />9 z <br />Z <br />CC <br />ouo <br />go <br />04 <br />J <br />G <br />Q <br />miler¢ <br />XOU <br />U it i <br />N <br />oQoa <br />II.1LI,,L <br />.� <br />Z W ,] J <br />(D < 3: <br />Q <br />5�g <br />Z <br />N <br />o <br />waU_o <br />z <br />W a,oz <br />a- o <br />.W_I <br />LU <br />Cw <br />L <br />z <br />8 W U <br />M <br />00 <br />Q <br />Q <br />L <br />w♦�< <br />LUz <br />y.� <br />Tl <br />Ln <br />C:) <br />Z <br />N p, i <br />0 <br />0o <br />Z <br />g <br />= <br />Jo <br />` Z <br />C_ <br />to <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: M)AMES <br />VERSION NO. 2mO <br />SHEET NO. <br />S6 <br />