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(1) LAYER TYPE 11(#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#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 SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION-15/32" CDX PLYWOOD OR 7/16" BAFFLE BAF 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" 0/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER v+ ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO EE a w 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O 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 o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 314" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. r- COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ _ INSULATION PER ,¢ 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C r0`+, TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R N SQ. FT, OF FLOOR AREA & SEALED PENATRATION AREA W/ 0o FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 7— SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT LO ER PLAN O OR FELT ` PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" 00 g DRYWALL NAILS OR DRYWALL SCREWS 7" O/C J CEILING & 8' O/C WALLS —STD. 90 HOOK (SEE DETAIL) 1/2" GYP WE 8"x8"X16" CONC. KNOCKOUT N 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) Q M °O v 4"x4" INSPECTION PORT AT i a EACH FILL CELL TYPICAL C 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 1.2 BASEBOARD N TO CUT BLOCK OR POUR co u MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE i MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4" to 6" BELOW GRADE c c 4. C v a' .. a FINISH GRADE 00 �. co�T I —I II Il1�i i 6x6 w1.4xw1.4 I_I==L=I i �f_ = I I I° a,I—III— IF _ WWF OR FIBERMESH' �=III—III—III III I i I—I=I 9? T I LI=—TI (�=7J1 IF °III—�I—I�1=JI 1- -I I I I I I... I I I-1 I I I I °• I I I 1= „I ',—STD. 90 °HOOK Q (3) # 5 REBAR ON 3" CHAIR 4 (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION 0 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ / *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING - FLOOR TRUSS SEE FRAMING PLAN • 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2-0" OF END WALL W/ (2)1063" @ EA. END INTO 2"x4" BLOCKING 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTION R N PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0° SEE TYP. 2-STORY WALL SECTION�S6 FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,1 FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANOONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION 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. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8)10d NAILS TO STUD PER STRAP In m SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d .. .. '. A V—'.�°. ° i .� • d. _°'° a A° °. q a'T '7�77rf'''}}}'' CU d .e I I� -�I I II I II 1 I II� i �JC�f1=8,, L3„CAMN-88EARNCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING, REQUIRED SECTION X. NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND 1 15132" OSB EXPOSUREI F F SHEATHING w x SOLID 2x U) C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X aU C x EE_,".4. x E i- 2x STUDS w BEYOND. 1: SEE PLAN o 0 U) \�2x4 P.T. BASE A HORIZONTAL PLATE BEYOND zx RIBBON OR VERTICAL SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O O 2 O 2 5 FT. 4 FT. 0 O 0 5 FT. 4 FT. �3 1 00 1 %FT) 4 FT. 0 O O 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: o NAILING ZONES (SHINGLE AND TILE) m ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z_ 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 LLO ¢ SHANK NAILS) C. = NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OIn LU (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 Lu LL I—:O it 1 > F ¢ 0 8 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH OM r:O J PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO OM U) LL= U) U) r LL STUD AND OR BLOCKING AT ALL EDGES. — N WHO LL jLL 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. S 314" S 1/2" 112" I S 1i2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 O NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL Q SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. Q (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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. VFRTICAI flI KIN S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN `�� • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE Op �FRipR NG 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 AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. 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 E — e4 n CV .a -III—I I I_i I I-1 I a° a. M —I l 1—III—III I I �'d, a aA: 6 _ICI —ICI —Ili ' lu! HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 716' (3) (3) (2) (3) (2) 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. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I-1 =III -I' z i—I I R � (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE t ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. QS 6 0 r 2 Z;; o z < U) zcz cnn/i'' C� c/-) I_tet •U — 0 W E o Cam/) ~ 0 m [-- U W 4) M C ca co v° O 0 s im O o N ai 9? 0 w U_ m rn o7t rn Q d ® AlN C B D C .w � ,/ 3,' �'��w�¢Q.�� $10 L lum LUQ,,.�,.i3G J� •. :✓ To the best of thelE'?_ ee 's kndwlQUp. UVePmation an belief, the structuralp�(ansp�d�,pecifications �Qed�y``� within these drawing3+�rnp1 lvft�'t 6�pRWnda Building Code - Residenfi, Edition. ngine 4� yi4•�e signature and seal is onlyrfi$y'pplgA]t�ing the drawing be$$�Fih i� er's portions of pages signature and seal. C) ON Z 0 (v I/—i M O M Q (A, 'O LO III. to Q LL_ CL M V fo ,-, a E� fu Z W J � d' mi oZ o w� za a� g F uj < UZOp Z Lu W hUw, J }n.o� a 0 -- RF �., Lu O ZZ o E _ (n z W 5� C 2 Ln W o N C) U = �a Lux O r J < LU 2 — I= a or a I\ V gza Q 8 S, Z W a - E Z J V-4 Lr) a a ;�=Z --I LU � Qzo U �¢~ M Q Z a�Z j T N Z U N z Q _7 2 z SCALE . AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. S6