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(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE it (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF FOR UNDERLAYMENT INSULATIO SHINGLE ROOF REQUIREMENTS SEE R905. BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O cn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD UI= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C `y TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . BYR'� <FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 �S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER e.e 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U_ v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN, 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c a. a c� ° ° QFINISH GRADE 00 M I lr l l =— I I a I I I —I I f—ITl—ill I I ° ° I- 6x6 w1.4xw1.4 I_II i L—III=11f—I I I I d— WWF OR FIBERMESH �I I I�TI II II II I ° a a I I I I I j=I I I —III- 9 I f�—1 I IL=1 I I I I I I I I I I "—STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR— I 41,II I I (SEE DETAIL) W/3" MIN. CLEARANCE u TYP 2—STORY WALL SECTION SCALE: 3/4"=V-0" USP LSTA24 STRAP W/ 8-1 Od x 1 112" NAILS TO STUD 2nd FLOOR W, BEAM/GIRDER FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL---- ff BAND JOIST *USP MP4F @ 24" D.C. w/ 12-8d NAILS 1st FLOOR WALL SCALE: N.T.S. 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" 0/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & SCALE: N.T.S. SPACER BLOCKS "T" CORNER TYPICAL "T"AND CORNER DETAILS N SCALE: N.T.S. S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN �° . � e INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1 ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO END WALL W/ (2)1 Odx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 "" " " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRL ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 -1 Od x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-O" S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @MID HGT. FOR WALL HGT. < 8'-6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH '.° a'°.< °IL 1I I I I— �° •° a • a • e 7— r I LTI I —III —I 11=1 I I-1 I I I— —(3) #5 CONT. ON Y lI 8" 1'-8" 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" �_S6 ADDITIONAL SLAB INFORMATION. 15132' OSB EXPOSUREI SHEATHING PROVIDE BLOCKING) REQUIRED I SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w x SOLID 2) C BLOCKING @ ALL o C SHEATHING O rn EDGES (SEE OPENING N X-X SECTIOLd IL L) x E 2x STUDS w BEYOND. ca SEE PLAN O O ITT U), I I I \-2x4 P.T. BASE 2x RIBBON OR Ir VERTICAL "_AHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O O 2 2 5 FT. 4 FT. O 0 O 5 FT. 4 FT. �2 4 FT. 4 FT. O O 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE' NAILING ZONES (SHINGLE AND TILE) o w ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O:C IN FIELD a ZZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) = NOTE: O ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD C,2 (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 o O } Q rn SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a �F o0co O m m _j 0 PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO U) � w 2 LL STUD AND OR BLOCKING AT ALL EDGES. Nw00 c = LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING Z. S 3/4" S 1/2" 4S,12" O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL �F SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W18d COMMON NAILS @ 4" O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" 0 C STAGGERED C WALL SHEATHING INSTALL. veannaieinclaur, S6 & NAILING SCHED. SECTION X-X /A 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" 0/C TYP. ONLY 12d TOENAILS. DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 0 '1110R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.G. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH -III—I I 1—III—I I d ° ° " M III —I I— I I I I ° III.IIIIIIIIIIIIII 9 a: �I�I,IIII (3) # 5 REBAR ON 3" CHAIR 4 V-8" W/3" MIN. CLEARANCE m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' 1 (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 I —I 00 ;l —I' ;f ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0"1k,S6 FOR ADDITIONAL INFORMATION. Z M 0 Z Q z 11 U) z L�7n' CD �cn w � p •U — 0 LU E Ln CD U a)M w E O U N cu M O o N _ UCO V) Lv .0 U_ 00 O Y CD o-o Q rn � rn Q o D. N C N �vm tA Z W$ N z !� vv 6 n m d ok %U Its e J r4l I-\ - M To the bes t ngi Fwer's krpwleq o�natip`a, anj1+ belief, the st`c�tural lar&ond $�pek iops*con9`djned�_ within these in�SompI jmtNt#ie+PQ17 F ri(j'a Building Code -°S idef�[ h Edition. ri�r�s�f's �ti signature and seviilgnly r t�&& ! engg ng n� signature portions of the dra es bearing En it and seal. d• e 9 F°�' O OfV Z 0 1� >-+U)m M � j f0 Lin d v)-d' < � LL Q ^ Uro Q� Z ry W O F- W J� d' oz =o �Q zaa a.,- z 08 0 zWZM �C'3�w awO,n 0LILI8 U�rz@ Z Z o J =� O cn 3 W o Q 0 U N 0 Z o� o �i—Oz OY J xVV � N V— Zwa� < c�aa3 ono Z Z N 2 ow C,ULu_ lz 0 e LLJ p z oaF Q z �'Z k Ln 0 Z Z a O LLJ _ a `t z rn T—+ Cl- cn SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 2mO SHEET NO. S6