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r- LO 9 LL11 W) cn LO I Do 1� E5 M 4! ?_ L5 Lo Go E �10 (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24' _Z7 O.C. MAX. SHINGLE ROO SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905.1 15/32"CDX PLYWOOD OR 7/16" BAFFLE I O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SNI) CHART ON FLOO PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8"OR 1/2"HIGH STRENGTH CEILING 2x SUB FASCLA BOARD PER CODE W/ 13/8" DRYWALL '\,_�--t-�SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS T'O/C CEILING & 8"O/C WALLS ATTACHED WALL SHEATHING TO 1/2"GYP WB (2) TOP PLATE W1 8d @ 4- O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL 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 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"OVER 2X BOT. PLATE W1 (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 t7u to LAYER 1/8"THICK. COMMON @ 6- O/C EDGES AND 12- O.C. FIELD -INSULATION PER 1/7 GYP. WB OR 3/8"PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6- O/C � TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 rB Y �R SO. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQo- 1_,,��S 6� SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT \PER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 4 1/2"HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X- @ GARAGE ONLY) W/ 13/8' DRYWALL NAILS OR DRYWALL SCREWS 7"O/C CEILING & 8'O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24"O.C: Vo kTA 2-11 N in E 11 =111 11 STD. 90 TiOOK (SEE DETAIL) 8*X8"X16"CONC. KNOCKOUT BLK. W11#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL w (n AT GARAGE CONTRACTOR U's TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4-10 6- BELOW GRADE -INISH GRADE ;0 STD. 90'HOOK (3) # 5 REBAR ON 3- CHAIR (SEE DETAIL) W/3"MIN. CLEARANCE TYP 2-STORY WALL SECTION ri SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2"NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------. *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO STUD & (8) 10d x 1 1/2"TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST 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 rEND SHEATHING TO )F BEAM OR GIRDER �TE W/ O.C. )OR TRUSSMOIST To, 2"x BOT. PLATE W/ O.C. (2) 10d @ 6 NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS SCALE: N.T.S. �6 E S6 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. 2'x4" CROSS BRACE @ 4811 -7 \-SIMPSON HETA20 W/ (8) 1 0dx1 1/2' O/C FOR THE 1 ST 2'-0" OF NAILS @ 24- O.C. INTO TRUSS END WALL W/ (2)1063" @ EA. BLOCKING & MIN. 4"EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 11- 2"x BOT. PLATI (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) 10dxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK 19 @ MASONRY IIST FLR. SEE J/S6 SCALE: 3/4"=11_0" FOR ADDITIONAL INFORMATION, PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4"x2l/4"TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U,C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS ETAIL (F D LOOR TRUSS) ro SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2X BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6'. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6- SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2 x STUDS @ 16"O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2' GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 1 0""J" BOLT W/ 8" EMBEDMENT @ 24- O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. X X . TYPICAL TENSION 2600#.) zo (3) #5 CONT. ON 3' 8. V-8- 8" CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION I('S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-10" ADDITIONAL SLAB INFORMATION. �,S16 1&37 OSB EXPOSURE 1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - (2)- 2x TOP PLATE BEYOND —15132"OSB EXPOSURE1 1L F SHEATHING w = SOLID 2x 0) BLOCKING @ ALL SHEATHING U) EDGES(SEE OPENING SECTION X-X) w a. u F_x R Lu x --I] _2xSTUIDS w x BEYOND. co S EE PLAN a _j FLOOR SYST 17;7 '-2;4 P.T. BASE PLATE BEYOND 2xRIBBONOR-7 VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM IAI A I I f-I r-% 1 A'ri^k 1 r%1 A r%f% A I A 4 FT. 7 4 FT. 2 2 5 FT. 4 FT. 5 FT. 4 FT. (D 2 F T. T. 4 FT. ROOF NAILING ZONE DIAGRAM ,20, 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 SCHEDULE : NAILING ZONES (SHINGLE AND TILE) w _j ;� ZONE 1: 8d RING SHANK NAILS C 6"O.C. ON EDGE AND 6"0.0 IN FIELD ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6'0.0 IN FIELD ZONE 3 8d RING SHANK NAILS 0 4' O.C. ON EDGE AND 4- O.0 IN FIELD a (NOTE: IF 5/8'PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 10 PLYWOOD (TILE) OR 7/16- OSB MIN. (SHINGLES) SPAN RATED 24/16 w U_ 0 _j -4j SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH I t; CD LL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 3 LL � L M STUD AND OR BLOCKING AT ALL EDGES. C', LU 0 U. x 0 ch A MINIMUM 1Z SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT . PENETRATE SURFACE MORE THAN 1/8" 318" "S"= NAIL 3/8' SPACING S 3/4 S 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 @ NAIL INT. AT 3' O.C. W/8d COMMON NAIL @ STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W1 8d COMMON NAILS CD 4' O.C. MEMBER IF GABLE END @ (2) 8d NAILS CD 3' O.C. TO EACH TRUSS END OR @ VERTICAL E: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 10 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Mr. AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W1 7116" OSB FLITCH PLATE TO W1 (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 4111( ) Sd NAILS @ 3' O.C. WALL SHEATHING INSTALL. � �6 &NAILING SCHED. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS F R 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 144 (2) 2x HEADER SEE PLAN 1 INTERIOR HEADER: JEA BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS a EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS a OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 11/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2X BLOCKING AT THIRD POINTS 5/8"DIA. x 10""J"BOLT W/ V' 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 V �t I hAxW1.4 SH C111 .11 lEd I Ed I A I I—, I (3) # 5 REBAR ON 3"CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING W HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x 4"WALL 2"x6"WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END V4 (1) (2) (1) (2) (1)LSTA30 4-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (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. ;0 FINISH GRADE E? g 5 @ WOOD IIST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. v S6 . I "I . I I I 0 < __j U) In 0 Cz LU 0 LU Ch Lh LU Cr4 C', U_ Al I IBID. N-C-B-D - C 3; :,, 00 U) 1 6 us zo a! z U) 11- --,.5 I� UA og Uj a z . 0 40 U) z LL LU 111111 *1�_ 1W13k*01'(GC0x�1 1. v (0 0 w LO IF 4 V, , "?OFESSIO'tk �\\N To the beat of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within b)ese drawings omply vAth the 2017 Florida Building Code - Residential 6th Edition. Engineees signature and seal Is only for the structural engineering portions of the dravving pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 9 uj z 0 Ado < Z Uj Ul �� ff w 4< M C) 0. 06 U) iu z -a M 0 W => rq W U) �z < H f-4 Uj z Ln 1171.4 9 Z LU _j r'14 Ln -I z < z t cn ON -4 100 0 06 LLI SCALE AS NOTED DATE 4/13/2018 TECH: JMUROSKI VERSION N 0' 4ol SHEET NO. S6 L (MONO