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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" ZZ-7 HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 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 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 ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO v+ 16" O.C. 2X S.P.F, STUDS W o S W/ (4)16d TOENAILS TO TOP PLATE 0) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 $ E 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD N 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD "- INSULATION PER o c 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 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 i SPACE INTO APPROX. EQUAL AREAS. M cI FLOOR SYSTEM ETAL SEAT ER PLAN - 0 - OR FELT m ' PAPER FOR ( - 14 - MOISTURE BARRIER p 41 . 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" N GYP, TYPE " X" @ GARAGE ONLY) W/ 1 3/8" NAILS OR DRYWALL SCREWS 7" O/C C)DRYWALL o CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) -' 1/2" GYP WB 8'W"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W11#5 ROD CONT. FILLED N CHART ON FLOOR PLAN E/ SOLID W/GROUT i NOTE: LAP SHEATHING TO BOTTOM OF o BAND JOIST TYPICAL SIMPSON LSTA24 STRAP w/ (8) 1 Od 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)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--- ' • IN *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. )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 N SCALE: N.T.S. S6 E S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cn o U 4"x4" INSPECTION PORT AT i V EACH FILL CELL TYPICAL 01x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD TO CUT BLOCK OR POUR SECTION J/S6 E MIN. 2500 PSI CONC. SLABCURB DUE TO SLOPE DECKING 00 ATTACHED WALL SHEATHING MIN. PSI MAY VARY PERNOTE: EXTEND DECO FINISH o MUNICIPALITY 4"to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED E .— - �; ' '4 a FINISH GRADE 00 11 A° ' FLOOR TRUSS SEE FRAMING PLAN T I I I I I I \ FLOOR TRUSS i; Cl) I I — �I=� I I \' — — r °O SEE FRAMING 0 6x6 W1.4xW1.4 I —I PLAN -WEEP SCREED • INSTALLED PER MANUF. d III—Lff—I I O Z ; i WWF OR FIBERMESH ° 11�111 I I III— I— SIMPSON HETA20 w/ (8)10dx1 1/2" Tij IA 2"x4" CROSS BRACE @ 48" I I I I ttl— I —I O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS STD. *HOOK 1� I I (3) # 5 REBAR ON 3"CHAIR !rI ,II,I � END WALL W/ (2)10dx3„ @ EA. BLOCKING & MIN. 4" EMBEDMENT 4 W/3" MIN. CLEARANCE (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK TYP 2—STORY WALL SECTION J SEE DETAIL 2/D2 FOR_j[[jj N MORE INFORMATION SCALE:314"=V-0" S6 2ND FLOOR FRAME CONNECTION R _ 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)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSS 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 2 1/4" TITEN SCREWS TO MANSONRY 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)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 r - B.U.C. (8) 1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=1'-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 V-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 a4'T A A'w Ti I d' e. ° da. - _ CO I1-- T I I I="il I —'I I =I I I. H_ 11=11 I— - ' (3) #5 CONT. ON 3" 81. I` rff III 11_8 I I) nT 8 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION li S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. M (2)- 2x TOP PLATE BEYOND I 15/32" OSS 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 IA/AI 1 I"I r\/A-r1^k1 r%IA^nAAA 15/32" OSB EXPOSUREI F SHEATHING w SOLID 2x C BLOCKING @ ALL zi C SHEATHING O EDGES (SEE OPENING SECTION X- aU C x EEw x 1- E 2x STUDS w BEYOND. SEE PLAN u zi 4 FT. 4 FT. O (D 2 O O 5 FT. 4 FT. O 5 FT. 4 FT. U2 Q 1 2 2 11J © 2 4 FT. 4 FT. Q O O 4 FT. ROOF NAILING ZONE DIAGRAM Sic p�Np pGL �qN 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 ZONES (SHINGLE AND TILE) inNAILING Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a bo ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (7 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING a SHANK NAILS) uj NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 Lu LL o� O in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a a h O O O PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z N w LL STUD AND OR BLOCKING AT ALL EDGES. NwIrO Y 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/g "S" = NAIL 3/8" SPACING S 3/4"1/2" 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. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL 0 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" X2 112" . 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" O.C. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. 2-ROWS 12d NAILS STAGGERED @ 112" 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)1Od x 1 1/2" EACH SIDE N�0 F'�✓ N� 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 , C 4d a.. e q 47 \ a• ° Cl)-III=III— —III—I I ° -1 � 1=III=III I I 'd. ° •. ,d , �: `. -1 I —III —III Q a. . -1III�IIIIIIIII —A (3)#5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING m SECTION X-X 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 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) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE —I 00 �IIII�' RIK I @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. 0 0 "' 0 z M 0 — o zCO z Q d U) z 0 t) 0 w C-) 0 w t` 1- O U 0 0 m N _ p t- U 0 M _ U ,-00 O o N =ri00 a~o Q Nao rn o v 01 Q Q Al® 81 D. N C E D C T t' N N U) 0O z;M W �Y/,� O N � W - U) W �( �' 9 w W V *5 a & CM Z NIS W F ` ,, J C-) Y � � CO Cf LL9 uJ ,�r J C c;i. .r Z (I^ � 2 -r �Or ESQ Q 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z wo zaa E� w¢°da Uzoo U) Z LU _Jy0Zz /!r J a CDo'��o �Mft F_ w it vw�O m a o zo a. 0s i z u C� 5 z -a z N 3 cv O a 37 1.0 LL] U v) N M (� ooz 0 GYP _J_I w�n E N Q �a0¢ Z¢Z¢ a z 00 Soho z V_ N �&�� W Ln a C'�7 —1 I rl I di Q z v L!) N z aZo O q m z J �, rn 2 "f TI a- V% O SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. S6 (MONO)