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(1) LAYER TYPE II (430) 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 />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. <br />L <br />15/32" CDX PLYWOOD OR 7/16" <br />BAF <br />BAFFLE <br />O.S.B, (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />ALUMINUM DRIP EDGE <br />PLAN <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />,� 2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />SEE SOFFIT SHEET <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />1x2 NAILER <br />w <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL 1-1 <br />� <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />>< <br />cn <br />FOR MORE INFO <br />w <br />o <br />16" O.C. 2X S.P.F. STUDS <br />= <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />0 <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />314" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />= w <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />w = <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 :5 1000 <br />B R <br />SQ. 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 />METAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" —.0/ <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 STD. 90 NOOK (SEE DETAIL) <br />112" GYP WB 8"x8"X16" CONC. KNOCKOUT <br />INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED <br />CHART ON FLOOR PLAN SOLID W/GROUT <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />1x WD FURRING @ 24" 0., <br />BASEBOARD <br />MIN, 2500 PSI CONC. SLAT <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c <br />E .a. <br />° a <br />GV ° <br />M ' I —III _—III—III—I I I I E ' I �—III—III—III <br />6x6 W1.4xw1.4 I11=III=III—III—I <br />WWF OR FIBERMESH ITII II i II I IITI II I I I ITII <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />LL 0 4"x4" INSPECTION PORT AT <br />w a- EACH FILL CELL TYPICAL <br />a a AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />3 CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />da <br />FINISH GRADE 00 <br />a <br />00 <br />'°. <br />III —I —I 1- o z <br />►I�rIIIIIIIIII- T <br />I STD. 90•HOOK (SEE DETAIL) <br />(3) # 5 REBAR ON 3" CHAIR ��L' <br />W/3" MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL <br />BAND JOIST V <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL— <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" <br />NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR, <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSSMOIST <br />2"x BOT. PLATE W/ <br />(2) 1 Od @ 6" O.C. <br />NOTES: * USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2"x4" PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST 8'-0" OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />BOTTOM CHORD ATTACHED W/ (2) <br />16d TOE NAILS <br />DECKING - <br />FLOOR TRUSS <br />SEE FRAMING <br />PLAN <br />2"x4" CROSS BRACE @ 48" <br />O/C FOR THE 1ST 2'-0" OF <br />END WALL W/ (2)1 Odx3" @ EA. <br />END INTO 2"x4" BLOCKING <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS @ 24" O.C. INTO TRUSS <br />BLOCKING & MIN. 4" EMBEDMENT <br />IN KO BLOCK <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-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" OX <br />PRE-ENGINEE <br />FLOOR TRUS: <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 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 />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 />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=1'-0 <br />B.U.C. <br />(8)1 Od NAILS TO <br />STUD PER STRAP <br />FLOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT. 5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />PTS FOR WALL HGT. > 8'-6" <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10) 10d <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN, <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />° <br />a a' <br />Illlllil <br />—'� IIIIIIIIIIIII <br />- <br />-III, ; I I II I I III 1 II I II 1 IIII I III i I.I I II ICI 1—�{—C #5 CONT. ON 3" <br />81f j 1f_QII 11 OI, II CHAIR W/ 3" MIN. <br />O O CLEARANCE <br />INTERIOR 2-STORY FRAME SECTIONrS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />B (2)- 2x TOP PLATE <br />BEYOND ROOF NAILING SCHEDULE <br />15/32" OSB <br />I II <br />EXPOSUREI <br />II I <br />SHEATHING <br />II II <br />II II <br />PROVIDE <br />II D II <br />II II <br />BLOCKING AS <br />I II <br />REQUIRED PER <br />SECTION X-X IF <br />I I <br />NOT FULL <br />II <br />HEIGHT SHEET <br />C II II <br />II II <br />II II <br />II II <br />II II <br />G FLOOR SYST <br />M <br />I <br />------ <br />1---r--T--II -- <br />15132"OSB <br />I I II II II I <br />EXPOSURE 1 F <br />F <br />I <br />II II I <br />SHEATHING w <br />II <br />III <br />III II II II I <br />SOLID 2x <br />III <br />IIIIIIIIIIIIIILIIIIIIII <br />III II II <br />III, <br />IIIIIIII <br />OCKING @ <br />ALLBL <br />SHEATHING <br />EDGES (SEE_3 <br />OPENING <br />111 <br />_- <br />I SECTION X-X) <br />wUW <br />II <br />a�0 <br />II <br />GQ <br />xxG_-- <br />EII <br />IIIIIIIIIIIIIII <br />�__�I_ <br />III <br />III <br />III II II II I <br />II II II I <br />Ld <br />2x STUDS Ld <br />pl <br />I I I II I <br />III <br />II I II II it <br />BEYOND. <br />III <br />I I I II I <br />II I II II I I <br />SEE PLAN o <br />III <br />I I I II I <br />II I II II II I <br />o <br />III <br />I I I II IpI <br />II II it I <br />I_I1__1L_I <br />L--.L__I.L__U- _ <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />j <br />4 FT. <br />I <br />------------------- <br />I <br />O31 <br />I <br />1O <br />5 FT1 <br />4 FT. <br />C <br />5 FT. --- <br />4 FT------------------- <br />I <br />I <br />OI <br />I <br />0 <br />L----------------- <br />-- <br />4 FT. Q <br />z <br />I <br />----- --------- <br />I <br />4 FT. <br />4 FT, <br />ROOF NAILING ZONE DIAGRAM <br />T�7 <br />SFF �Ow <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 />NAILING ZONES (SHINGLE AND TILE) <br />o <br />LU <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />CO <br />ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />0 <br />Z <br />LL Q <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />SHANK NAILS) <br />NOTE: <br />= <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />o <br />L'd <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />o <br />> ¢ O F <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />a 00U) <br />O co co LL <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />Z w LL <br />— <br />STUD AND OR BLOCKING AT ALL EDGES. <br />04 0 <br />v LL <br />A MINIMUM 118" 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„ _ <br />SPA, <br />I S 3/4' <br />I <br />) <br />SINGLE 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 />OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />O SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />@G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />MEMBER IF GABLE END <br />r <br />E: <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 />1 <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 />() <br />STAGGERED <br />C WALL SHEATHING INSTALL. VERRQAL8LXKMG <br />S6 & NAILING SCHED. SECTION X-X <br />S4 <br />BOX HEADER <br />ONLY <br />op NiFR�0R <br />N� <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 />(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />e EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS I <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 26CO#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />1 <br />WWF OR FIBERMESH <br />' o. <br />4 . <br />a <br />a4. <br />(3) # 5 REBAR ON 3" CHAIR - 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />0 <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <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) LSTA30 <br />4'-Y <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />—2X STUDS @ 16" O/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />r APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10) 10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />- WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />= _ °° <br />T <br />ICI; II r� <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />O <br />0 <br />N <br />m <br />J 6E- b <br />Ln <br />CO <br />LO <br />e WY <br />.9y�.�• P- �, e <br />6 - ° �� <br />M ° <br />LLJ <br />g <br />a <br />& ryz <br />, <br />> <br />Lu <br />Q <br />nN <br />> O0 " 0 <br />_W <br />L '= -0 °"? O <br />0 cM N N <br />Lo <br />t}' N ri <br />V �_ .� (00 <br />E L s o <br />Y/ O u a <br />� <br />s c) <br />LL N <br />Vc <br />_ ) <br />CD0 <br />co a) <br />I. 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N <br />z <br />Q Lu Q LPG <br />I-- E ('� <br />I:e a '" I <br />a>_a00 <br />u <br />Z � <br />W <br />w <br />_j c:) <br />d' <br />CO <br />r <br />00 <br />r <br />00 <br />r <br />O <br />('V <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />CV <br />O <br />N <br />& <br />N <br />CA <br />O <br />O <br />r <br />O <br />r <br />6 <br />O <br />N <br />r <br />O <br />1 <br />r <br />O <br />1 <br />O <br />O <br />I O <br />O <br />j <br />O <br />r <br />O <br />r <br />0 <br />' <br />2 <br />> <br />r <br />0 <br />N <br />O <br />M <br />O <br />4 <br />O <br />L6 <br />O <br />6 <br />Z Z <br />1� <br />z O <br />� <br />u <br />0 <br />i <br />Q <br />Lo <br />Z <br />Oa=Q <br />zLu~I- <br />Lu <br />_ <br />uj <br />= <br />00OZ <br />H = Z <br />z J <br />v <br />Z <br />Wmzw <br />r-1 <br />Z z <br />OVA>_co <br />2 0�0 <br />(nZz <br />Q <br />Z r'1 <br />T < 0 <br />■ <br />Z <br />Q <br />U <br />J <br />a <br />® 0 <br />z <br />Z <br />Z <br />W <br />J <br />w0 <br />lqr— <br />LAST PLOT'DATE <br />Nov. 3, 20 <br />STRUCTURAL <br />z O <br />i <br />DETAILS —MONO <br />