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r-----------------------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — J (1) LAYER TYPE II (#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 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 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 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 0 16" O.C. 2X S.P.F. STUDS W LLJ o = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 L 2x BOT. PLATE W/ (2) 1Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD in 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. N COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 0 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN N (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W N TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 (�B R ,c"IN SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 4 SPACE INTO APPROX. EQUAL AREAS. d I i FLOOR SYSTEM ETALSEAT 7 ER PLAN O - OR FELT m PAPER FOR - - MOISTURE M BARRIER v d . ° 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8.1 v, GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8.1 N DRYWALL NAILS OR DRYWALL SCREWS 7" O/C o CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) -' 1/2" GYP WB 8"&'X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED to CHART ON FLOOR PLAN SOLID W/GROUT i NOTE: LAP SHEATHING TO BOTTOM OF E BAND JOIST TYPICAL i ARCHITECTURAL rn FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) a0 o M LL U 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL aAT c 1x WD FURRING @ 24" O.C. a GARAGE CONTRACTOR r~ Cn BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB 1 CURB DUE TO SLOPE = MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH IT MUNICIPALITY 4" to 6" BELOW GRADE L� iv r d < �. •d e ! .. d °�1. FINISH GRADE 00 2 v 1= eh II I_ —I � I JLL,II—I 1 I jjj III e 0 6x6 WlAxW1.4 —I III —I ,III—I`1 ° d' d' tl• " _ — _ I-111—11- T i WWF OR FIBERMESH III I- I I II I11 1 d ° 1�1 I lI 1I— I (3) # 5 REBAR ON Y CHAIR - I 41'I „ 1 ,1 STD. 90'HOOK (SEE DETAIL) W/3" MIN. CLEARANCE CV TYP 2—STORY WALL SECTION ,1 0 C CD SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. 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— *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 ,TE W/ O.C. IOR TRUSS/JOIST m 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'IT" 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 1© 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 SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. + t 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 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 TRUSIc 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. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS)0 SCALE: 1 1/2"=V-0" S6 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 3116" 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 . .• CD fI�I III e, — .d ..d • ° —III I11—.' .• . .. � 8,I,T;I 1-11;-8111-11 I-1 I 8; (3) #5 CONT. ON 3" —'rTr—raL , r TrT - CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ("�S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 15/32" OSB EXPOSUREI F SHEATHING w x SOLID2x N C BLOCKING @ ALL C SHEATHING .0 EDGES(SEE OPENING SECTION X-X aU C x w x E F- 2x STUDS w BEYOND. SEE PLAN ❑ 0 4 FT. 0 T 4 FT. O O 2 2 5 FT. 4 FT. O 5 FT. 4 FT. O2 O 0 O 0 1 D 0\' 2 2 (1 :2\ �01 4 FT. 4 FT. O O 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ❑ LU ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Q U) 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 0 z (NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO a SHANK NAILS) u=1 NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD CS,O g (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 W LL F O } ¢ 0 in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH r r O O w PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z w g U. F STUD AND OR BLOCKING AT ALL EDGES. Nw00 c3: 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" S 1, 4 0 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 Q NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAIL INT. AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. 0 (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 TOW/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS 3" 0 C STAGGERED WALL SHEATHING INSTALL. C• VFRTCAI FI 7ING S6 & NAILING SCHED. SECTION X-X SFFjO<,gN� 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 r1 \_ (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: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE NFR�0R NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM (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 ° CV d III —I I I_I I JI_I I d\ d° -I 1 I —I I I —I 1 I I I d. d a' d IIIIIIIIIIIIIIIII q ° d—i III —III (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 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 T-16' (3) 1 (3) 1 (2) 1 (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—"I—TTr 00 ;llll; I 1R I @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. CD Zco> _ � a) Z 93 z Q 33 d. z13 V) (D uu (D 0 LU H- � � o o (10 U 0 m N _ p C) (6 M ago (, $ III i c o s� aC) a o) o cO v rn Q o B D® 00 N N cn ,o 42 U) V N O N Z W �z ww z F _ w � - W6-° w CID W �Q.LLo a 3 Z Q ="'�' o im g f o Za�� m.� N¢M- a O v U O IliaEl WWW.FP§SRMiG.CO 1:1 1� Q''.'• SEOWN •_ j k •: - i� z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz za a F Lu Uzoo J_ Z U Z ITowz a0,J W �1 w Smo `_• CL wx W z r U f z z -v z fu 0 F z cG� C W �/ G O > U a J � u L n (V M w U) mo o ¢�P 01 J a`g f O.J. Q wPM U 02 k N rs Z<z� wUa Z In O Z N C'4 o �2 30 Uj J Lr) rl LU 2:a Q Z : a z 0 1- a F� �¢z Nr �- Z Ro❑ m Z W = -1 tn z a� O r•� CL Ln r? SCALE : AS NOTED DATE : 6/20/2018 TECH: MJAM ES VERSION NO. 4ol SHEET NO. S6 (MONO) I I i IF IF. h l .ia€., I M