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(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. 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" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT Cn FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W o = 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 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ -r INSULATION PER 1/2" 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 (13 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT 0 OR FELT PAPER FOR MOISTURE BARRIER a;a 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' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL M 1x WD FURRING @ 24" O.C. LU a- BASEBOARD N MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY �u a. a N n a' a . 'd a ad FIN M I� T I=1 11=1 I f=1 T I (I—) I I '•'A zl e A. 6x6 W1.4xW1.4 III —III I WWF OR FIBERMESH _T=1 I I— I I -IIIL=l111=111 III a � � a" I _ STD. 90 HOOK (SEE DETAIL) 8"&'X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH �— (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH / 4" to 6" BELOW GRADE GRADE00 STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR 4" (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION ,1 SCALE: 3/4"=V-0" S6 d B SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od 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 wl (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. )OR 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" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED o _z f r 22 PLAN • INSTALLED PER MANUF. y 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-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 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)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. 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 V_ 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 IL r" .IV -- 1= I I I1-1ITI i 1=1 III —I I I I 111=1—F- (3) #5 CONT. ON 3" 811 I I—� 1v- 811 I —I I I 811 I CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15132" OSB —� EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F SHEATHING w x SOLID 2x U C BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE OPENING SECTION X- aQ C X W x E I- 2xSTUDS BEYOND. SEE PLAN 0 0 V) L I I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL 4 "'AHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AlAI I rI r-1/A TI/1\1 r%I A^r1 A AA 4 FT. 4 FT. O O D 2 5 FT. 4 FT. O O 0 5 FT. 4 FT. 2 0 4 FT. 4 FT. O 0 4 FT. ROOF NAILING ZONE DIAGRAM T�7 SFFA �012 �N 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 NAILIN SC G REDUCE. NAILING ZONES (SHINGLE AND TILE) w � 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 z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4' O.0 IN FIELD O z (NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING WO ¢ SHANK NAILS) = NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2' PLYWOOD o o (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 O } ¢ SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a ¢�00tn F O m , :, PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO U) U) w M W STUD AND OR BLOCKING AT ALL EDGES, NW 0 LL 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 112„ vz" INN S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q 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. W18d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER . NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" 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". I 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" O.C. STAGGERED C WALL SHEATHING INSTALL. VFR AI RI fKIN 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 4 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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 0R N� 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___\ q 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 r WWF OR FIBERMESH 1 a. E d a T III —III —III —I I c . a n° a M -I I —I MITI II d I�IIIIIIIIIIIIIII a e _I I I_I 1 1 A 4 _ .• M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END T 4' (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. FINISH GRADE —I CO ;III-1 ;2 2 (3) # 5 REBAR ON 3" CHAIR JI 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 CD L. Z M _ o Z (0 z� Q d z Cz c) 0 c3 �V — 0 w TM I— = o I-- i� N M U mo w 1 E 8 4) M Im M N and M i S O o 0 w"-00 U L� 00-00 Q rn (j) ao , rL M Q d B D. N �G e � � M V ca O CV f zo Z WMNmz �z o -9 C', c U)O �' in u_ U W ��15 '° w im W d o Z O _ � ca a) 9 $ c q o WL Z Q 0, Ea' Q M W N Q .a3e° i e5�.� ej El W SNP. N 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E Iq AR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com €Oz LU za Waa Uzo0 z E z !X J Ouzo � w U W N FVo z ^ c 0 r U E \J—J z Z "v <C 4 3: :D 1170 2: y LLJ O > V Q a J J U cn M C'3 Z 000 J f ¢oun O_j n s < W < ^' V LL aO rqI z w z ��1 / ¢¢U 9O O Zr+ Z N N U_ �&2ti w u) LLJ _ ;"8 LU 2: QLn u Qd' 1 Q Z �Q z z m In 0 z LU g° � _ Lu ,--i a cn o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 3 . O SHEET NO. S6