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i <br />v <br />N <br />a`> <br />a�i <br />-�v <br />0 <br />0 <br />J <br />_� <br />ao <br />I <br />rn <br />.� <br />N <br />O <br />J <br />I <br />rn <br />c <br />i <br />a <br />rn <br />N <br />v <br />a <br />a <br />0 <br />w <br />0 <br />v <br />0 <br />J <br />t� <br />rn <br />N <br />0 <br />N <br />�: <br />0 <br />0 <br />d <br />rn <br />N <br />0 <br />W <br />0 <br />m <br />-o <br />0 <br />.— J <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR <br />TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:i2 OR <br />LESS. <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" <br />HURRICANE ANCHOR @EACH TRUSS <br />O.C. MAX. <br />SHINGLE ROOF <br />SHINGLE ROOF <br />FOR UNDERLAYMENT REQU►REMENTS SEE R905. <br />INSULATIO <br />15/32" CDX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />PLAN <br />�;� <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2"HIGH STRENGTH <br />CEILING <br />,� 2x SUB FASCIA <br />/— <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" 0/C <br />SEE SOFFIT SHEET <br />CEILING & 8" 0/C WALLS <br />I <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 />� PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />� � NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />i6" O.C. 2X S.P.F. STUDS <br />w <br />o = <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/ 10d <br />� w LAYER 1/8"THICK, <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD <br />�I= <br />INSULATION PER <br />1!2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />I CHART ON FLOOR PLAN <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />W <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FO <br />g R <br />AN AREAS 1000 SQ. FT. OF FLOOR AREA &SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />S6 S6 <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />r e.° 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" 0/C <br />CEILING & 8' 0/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />.� <br />N <br />M <br />6x6 W 1.4xW 1.4 <br />WWF OR FIBEf <br />1x WD FURRING @ 24" O.0 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLABI <br />MIN. PSI MAY VARY PER ', <br />MUNICIPALITY <br />.' . d � : < ... ..e <br />7--�--i—' e a ' <br />' �a °. ,..a . 'd e <br />_ a. • � °d ' <br />� =1 LI=I I I=1 I • . <br />—1=1 I I= I I=1 I I I I �` ��� �. <br />�'.LI � III—,�� I1 I) I ° '��°• ..1j °: o .°. <br />�—I �—III-1 I III ' - a <br />aH _� I � ILIA I I --I I I I a. a <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN &NOTES) <br />M <br />v 4"x4" INSPECTION PORT AT <br />� EACH FILL CELL TYPICAL <br />w <br />a <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />/� NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />=INISH GRADE oc <br />- � r I � � � . ,�� � r III, � .I I �=1 I I� —STD. 90 "HOOK <br />(3) # 5 REBAR ON 3' CHAIR (SEE DETAIL) <br />W/3"MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE:3/4"=1'-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d 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)10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD � / <br />2nd FLOOR WALL—�� <br />. � � • �, <br />�� <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)10d x 1 1/2" ''" <br />NAILS TO STUD & (8)10d 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 />"END SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />' O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)10d @ 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 N <br />SCALE: N.T.S. SG <br />2ND FLOOR FRAMING -SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />°Q SEE FRAMING WEEP SCREED <br />o Cz_C T PLAN �� .�� � • INSTALLED PER MANUF. <br />T C ~ � <br />2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SG <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1"" ^ ^ <br />2"x BOT. PLATE <br />PRE-ENGINEE <br />FLOOR TRUS� <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 />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" <br />FOR ADDITIONAL INFORMATION. <br />��� <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". <br />(2) ROWS OF 2x BLOCKING @ <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />3rd 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 />' <br />- <br />I— r <br />�-� I I .' . a i l s <br />I I I.rl I —III —I 1 �I I �I I I-- ' � (3) #5 CONT. ON 3" <br />8" � � 1 ! 8" I I � 8�� CHAIR W/ 3"MIN. <br />- CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" SG <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING " <br />REQUIRED <br />SECTION x <br />NOT FULL <br />HEIGHT SHI <br />{2)- 2x TOP PLATE <br />BEYOND ROOF NAILING SCHEDULE <br />15/32" OS8 <br />EXPOSUREI F <br />F <br />SHEATHING w <br />SOLIp 2x � <br />C <br />BLOCKING @ALL <br />C <br />SHEATHING O <br />� <br />EDGES (SEE <br />OPENING <br />SECTION X•X <br />dU <br />C <br />x <br />�w <br />x <br />E <br />t-- <br />2x STUDS w <br />BEYOND. � <br />SEE PLAN o <br />O <br />V1 <br />I I I �2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />SETWEENFLOOR WALL SHEATHING <br />SYSTEM teini r rr r�inTrnr,r nrnnnnse <br />4 FT. <br />4 FT. <br />O � O <br />2 <br />5 FT. 4 FT. O O 0 <br />5 FT. 4 FT. O2 <br />O Q 1 �� 1 0 <br />4 FT. <br />4 FT. � O O 0 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />NAILING ZONES (SHINGLE AND TILE) <br />o <br />W <br />J <br />ZONE 1: 8d RING SHANK NAILS @ 6" O,C. ON EDGE AND 6" O.0 IN FIELD <br />a <br />z20NE <br />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 />Z <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />� 4 <br />SHANK NAILS) <br />= <br />NOTE: <br />� <br />ROOF SHEATHING: (APARATED EXPOSURE 1) U2"PLYWOOD <br />a � w g <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />w LL�O� <br />� � ¢ � 8 � <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />�r0 m <br />F- O � m � � <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />z � r- u- � <br />STUD AND OR BLOCKING AT ALL EDGES. <br />N W � � <br />�- � t�i <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 3/4" S 1/2„ <br />112" <br />® I S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE N-AIL EDGE SPACING <br />Q NAIL AT BASE 2 ROWS @ 4" O.C. Wl8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. Wl8d 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 />Q STAGGER ALL VERT. JOINTS &NAIL @ 4" O.C. <br />W/8d COMMON NAIL <br />OF SHEATHING SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />W/ Sd COMMON NAILS @ 4" O.C. <br />t� (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 21/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <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" O.C. <br />STAGGERED <br />C WALL SHEATHING INSTALL, VERTICAL BLOr'KIN(; <br />S6 &NAILING SCHED. SECTIONX-X <br />ST�'�N <br />FFp��� <br />2-ROWS 12d NAILS <br />. <br />STAGGERED @ 12" 0/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />Zx CRIPPLES @ <br />Z'x10" OR GRA TEROHEADER <br />16" O.C. W/ (2)12d <br />TOENAILS T1B <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />S4' <br />INTERIOR HEADER: <br />10d NAILS @ <br />8" 0/C TYP. <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O.) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)10d x 1 112" EACH SIDE <br />o N�FR,OR <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 />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 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />� WWF OR FIBERMESH <br />C �� .�a '.•d °.. e a <br />.� .. d ° <br />'a. <br />iV �.° ,' <br />-1 I I�I � I_I I I_I I ° ° ° <br />M <br />-i � I -`III -I I I <br />9 a• <br />,�© <br />L�1sJ <br />HEADER SUPPORT <br />N0.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 />SIMPSON <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) LSTA30 <br />4'-9' <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 SHEATH►NG NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" 0/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />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 SPi w/ (10)10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />FINISH GRADE � <br />I— ar <br />(3) # 5 REBAR ON 3" CHAIR -�I 4° l 1'-8" <br />W/3"MIN. CLEARANCE <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. 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