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FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 TO BE IN ACCORDANCE w/ R903,2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATIO SCHEDULE - [RSH1- ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS 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 SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 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 - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A _j w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO w LU 16" O.C. 2X S.P.F. STUDS o 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR B R AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU ' AREAS. FLOOR SYSTEM ETAL SEAT ER PI 0 OR FELT \LAN PAPER FOR Iq MOISTURE JBARRIER 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 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4. _, .— ° Na a ' 1=1 I I— —jI 11 11= M ' i I—III=1 11=11 Ij 6x6 W1.4xW1.4LII� 1tWWF OR FIBERMESH� III=11—�),II- II III ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co LU 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL °- o- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE INISH GRADE I I I I —I I I�`I I I'I I \--STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-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. SCALE: N.T.S. 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 WALL----- — BAND JOIST *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. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ ' O.C. TOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 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 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED E S6 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS I . °P SEE FRAMING WEEP SCREED i t C)'- . PLAN ' , ' INSTALLED PER MANUF. r-- g r ' . 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" I I NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1ST 2'-0" OF I I END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR 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 TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON (B) W/ 8d @ 4" O.C., 2 ROWS STAGGERED �— 15/32" OSB I I� EXPOSURE 1 I _x If SHEATHING 11 2X4 RIBBONS, EACH W/4-16d PROVIDE x NAILS INTO EA. FLOOR TRUSS BLOCKING AS T IREQUIRED PERD II WEEP SCREED T NOT FUL X-X IF INSTALLED PER. MANUF. o HEIGHT SHEET c II II SIMPSON HETA20 w/ (8) 10dx1 1/2" z II II NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK G FLOOR SYST M FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE b ° q T_I�.I III 1= e • */ SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ / GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1 A WWF OR FIBERMESH T IIICO III, „II I I ITT I II I I i I i I I I ICI (3) #5 CONT. ON 3" 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"=V-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE BEYOND I T _TII —15132" OSB F EXPO EXPOSUREI �- SHEATHING Lu IIII II I SOLID 2x III III II II II I � ALL C SHEATHING a EDGES(SEE III OPENING SECTION X-X III G III x II II �w II II(� x E _ 2x STUDS w III I III II II II BEYOND. W SEE PLAN o IIII I I II IIII II II I I O II I—LII.ILJ_-1—II WALL 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:/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". CO ® NAIL AT BASE 2 ROWS @ 4' O.C. w/ 8d COMMON NAIL c0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.0 w/ 8d COMMON NAIL Z LL = © NAIL OPENING PERIMETER w! (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. L¢ U)) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J O x n PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O JQ z�00rn J w! 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. u~) O0 '2'LJL R LLL @(2) 8d NAILS 3" O.C. TO EACH TRUSS END OR VERTICAL @ GABLE 111 w p MEMBER IF END _0 1 NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8", BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING ( S 3/4" S 1/2" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTIfAI. RL()f.KINC; SECTION X-X T� S1c� 144/4101P, 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.) O,o NFR� C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 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 S4 • 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 SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT, PLATE FLOOR TRUSS / 2x BLOCKING HORIZONThLy @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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 `t WWF OR FIBERMESH C �• '' ° �.'q a �' ri ° C . ° M I a ° e ,di HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6' WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 97-16' (3) (3) (2) (3) 1 (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)1Od NAILS - AT EA. STUD - 2X P.T. PLATE - WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE —I I O Z � (3) # 5 REBAR ON 3" CHAIR J 14 1 -8 I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 C`r8 C LU C=) 0 ._ co ca :-Ci CV 3 a? to .CJ = 3 � i� CD C �.E o cy u v. e7*o ga � r 4 Q 3 ' 0F�'� c� �/ 'YOFE 8•S10 - L\� "WallN' Iao%t" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F r Q o 0 O N U I o N O' CO a,) - N ao n M i� ♦/ U) 9 ,n (j) F- r` � m 00 4h L LLi W Wa /I1n� Z0 JLLI 2 W .1E :2 C? W IL 0 �y�a'rn m J S Z Ln (`') Z Q N Z o U 0 as a; W El ❑ z N c> O z � z o Q v J r Ln M z o u- 4-1 � F U C) �LOV) UJ oN"a c rz ow • ®D U o W 0 N � o z M 0 o z Q E E oo zo ary zp ❑a co ¢� UK I— — O XU a¢ 00 0< 0 o �z o az �W C6 C/) z ¢ '0 0 - a�i J No aw m U) ~ o � a 0 z0 C)_ U� w �w _ 0 o CO wa >° a r 00 0 O > LO m cco m 0 (o O T T Q^ T Cr Y T_n W m I... a..+ LO `•-� +-' r1*_ N C) N LO ui w 7 N o Z ca z E O y t1 E4io U J w Q ❑ c J JOB NO: 22-08306 SCALE : AS NOTED SHEET NO. S6 (MONO)