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12 INSULATION - BAFFLE INSTALLATION PER CHART ON SHEET S3 518" OR 1/2" HIGH STRENGTH CEILING NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS BOARD PER CODE W1 13/8" DRYWALL 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH 4: �12� (4 LAYERS TYPE I OR TYPE 11 (#15 OR #30) UND15RLAYMENT FOR ROOF PITCH 4-�12 PRE ENGINEERED WOOD TRUSS @ 24' HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. -15 LB ROOFING (SHINGLES) -SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) LUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER UJ PLYWOOD, SHEATHING j 2X BLOCKING @ EA. WALL _ Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 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 ILU METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Old 1, LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12- O.C. FIELD UJI INSULATION PER 112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W18d COMMON @ 6" O/C TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 1000SQ. < 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 =1 A F-1 H - -*H 1/2" HIGH STRENGTH OR 5/8" GYP W13 (OR 5/8" " " #J* GYP. TYPE )C @ GARAGE ONLY) W/ 13/8 DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP W13 INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WID FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONIC SLAB MIN. PSI MAY VARY PER MUNICIPALITY 6X6 W1AXW1.. WWF OR FIBE S Ell =111EI H ME 4' /7- STD, 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M Co - U_ LU 0 4"x4" INSPECTION PORT AT cr m 0- EACH FILL CELL TYPICAL Cl) a - AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE :INISH GRADE 00 (3) # 5 REBAR ON 3" C 11__STD. 90'HOOK -LL[ (SEE DETAIL) W/3" MIN. CLEARANCE ;HAIR TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" S6 9 0? USP LSTA24 STRAP W/ 8-1 Od x 11/2" NAILS TO STUD 'END 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 1-112" NAI LS TO STU D & 8-1 Od x 1- 1 /2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL----- 1`1 BAND JOIST 'USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL SCALE: N.T.S. 2"x BOT, PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE MP41F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLIF SHEAR CAP = 355 PLIF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"X4" PANEL BLOCKING @ 48" O/C FOR THE FIRST T-O" OF END WALL FROM EA. END. (TYP.) TOP & SCALE: N.T.S. SPACER BLOCKS E S6 "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 BOTTOM CHORD ATTACHED W1 (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING --\ ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W1 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN J INSTALLED PER MANUF. 2"X4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2-101" OF 10-1 Od X 1 112" NAILS INTO END WALL W/ (2)1 OdXT' @ 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" SEE TYP. 2-STORY WALL SECTION � �Sl FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUSIE FLOOR CONNECTION 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 - 10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 314"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 112"=1'-0" "6 NOTE: I - SEE SHEATHING SEE TYPICAL WALL SECTION SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION GYP. W.B. MIN. @ //-1/2" 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. > V-13" 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 > 4' /= llr� I' i —I I iLL'Fi 11 8 V-8" CHAIR W1 3" MIN. CLEARANCE :11 IfFLUF1 I I 1=1 (3) #5 CONT. ON 3" INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-10" ADDITIONAL SLAB INFORMATION. 15132"OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF 4 NOT FULL HEIGHT SHEET C 11 11 P11 11 11 - - - FLOOR SYST _(iir - 31 - - - (2)- 2x TOP PLATE BEYOND IT - ------------ -Tr- Tr_ TT_ rr —15/32"OSB EXPOSUREI F SHEATHING Lu uj SOLID 2x Lo BLOCKING @ ALL 1i SHEATHING 0 EDGES(SEE U) I OPENING III IL 11 11 - SECTION X-X) � Lu o- 0 �11 I'd] Fj I j17 1 11 E �4 ir - 111 uj -2xSTUDS LU BEYOND. Cn SEE PLAN c :i 0 U) - W I-L iL III, a IL LL / \\-2x4 P.T. BASE 2x RIBBON OR VERTICAL 4 \--&JHORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM AAIAII I rA r%IA-rl^kl r"%IA^r1jAhA 4 FT. ------------------ ---------------------- i 1z 4 FT. (D 'Al ----------------------------------------- 5 FT.1 4 FT. ------ (D 5 FT. -------------------------- 4 FT. ---------- C2 2 4 4 FT. 4 FT. ----------------------- G) G) 9 ----------- 4 FT. C2 4 FT. ROOF NAILING ZONE DIAGRAM 2x CRIPPLES @ - 16" O,C. W/ (2) 12d TOENAILS TIB 1 Od NAILS @ 8" OIC TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 0 w U) z C. 2 - LL 0 0 Lu 0 0 6� cc 0 0 U) F-- m � =) 2 U_ KW W 0 u- 0 6�: CD m ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 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,C IN FIELD (NOTE: IF 518"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 112"PLYWOOD (TILE) OR 7116- OSB MIN. (SHINGLES) SPAN RATED 24/16 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. 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 118" 3/8" "S" = NAIL 318" SPACING 3/4" S 1/2" S /2" 4i 4*, " 11, S 1/2 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING WALL SHEATHING INSTALL. & NAILING SCHED. NAILAT BASE 2 ROWS@ 4" O.C. W/8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL (5 NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" D.C. W/8d COMMON NAIL (Z) STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER O.C. W/ 8d COMMON NAILS @ 4 (2) 8d NAILS @ 3" D.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END F-E: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X2112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE �OT SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W1 7/16" OSB FLITCH PLATE TO W/ (2) - 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL 1 I W/ (4) 8d NAILS (2) 8d NAILS @ 3- D.C. STAGGERED SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 \—INTERIOR HEADER (1) 2x SILL PLATE W/ (2) BOX HEADER ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2) 2x T fl(N E F op 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W1 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN, TYPICAL TENSION 2600#.) N C SLAB W/ 6x6 W1.4xW WWF OR FIBERMESH '\ 2500 PSI CONCRETE MI 1.4 E to . . - t -�A C-4 I I IE—:1 I co A 7R 'PICAL . 1 (3) # 5 REBAR ON 3" CHAIR 4" -811 W13" MIN. CLEARANCE 6 ALTERNATE FOOTING @WOOD 1 ST FLR. SEE JIS6 FOR ADDITIONAL INFORMATION. 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END V-4- (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" OIC -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 WEEP SCREED INSTALLED PER. MANUF. _2X P.T. PLATE 00 FINISH GRADE 0? 9 111 SCALE: 3/4"=V-0" _D CO < I :7 0 U0 0 Q) n Uj U LU 0 E L/711 0 00 0 04 a) m 0) CY) LU E 8 C ca m cc 'a co " *r- 04 0 0 C, C) 05 00 0 P 0:� .2 U) CL a 0 < < 6 A Wa. N,C,B D C V ce) (0 U'3 - LID 1- ItA zz —Aiii. '3 C4 W 4W 0 0 5, _j LL �L t3� -�(n (n Z To the best of the'tnjinee;'s kiw; I belief, the structural pf�lh�,Ia'rjyo within these drawings comply wiffi th6 Ft rid; Building Code 5th Edition (2014) Residential. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:) z r_j 0 a) N �-4 :!=! C:) v) > c) zV) C:) fu Ln < 0- (A - V_ V) N a) Lr) < " LL_ zCL 0� U 00 < E z § (0 z LU C) W _j C:) 0 & Z W U. 0 LUZ 0 - U .0 � x 'OL� U i- m: 0 0 ro- 0z >_ Z < 0 Z Z 0 iL Z Z < Z Z � � � Z, Uji _3 U Lo C3 84 LU 04 F- 0. 0 Z @ CY) C) Ln CN r*.j LO U� 0 Z y 0 ..d 0 U LU Z ILL 9 0 cg _0 fu z z Uj �_ Z:Dy:oz CY-- Z LU 00=30 zo (1) Uj < > _j 8 Lu. U- 0 U_ Z LU 0� LU 2: 0 0 0 r".4 OR 2: U_ Q V) Z Z 8 < 0 C:) rn -1 _j Q� LU _j CL < " �E 'm 1.- c) < z LLJ > 0 Z z S CALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 15m25 JOB NO: 16-6651 SHEE-r NO. S6 (MONO)