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R 2x FURRlWz is 16' O/C (AS REQ'DJ Ix4 F.T. BASE NAILER (AS REQ'D) 31/4' BASE BOARD (AS REQV) - bxb WI4xUJ1.4 W OR F15ER lESH COWC SLAB I .d �• (1) 5 VERY. IN FILL CELLS (SEE FOUNDATION FLAN FOR LOCATIONS) ARCHITECTURAL FINISH (EXT. ONLY) 4'x4' INSPECTION PORT AT EACH FILLED CELL TYPICAL z NOTE, N1) MASONRY WALL PROVIDES 2-W PROTECTION PER UL-U905 (AS REQ'D) STD. 90° HOOK (SEE DETAIL ON 514T. 83) A. 3 1/2' MIN. a - I \-31%' MIN. \>\ a: A Q a a .. a TYP. �� ' '• '. AV SEE IA/63 FOR ONE STORY Cx/56 FOR nW STORY REINF. INFO \1� � CLEAN POISONED AND COMP. 8" 2'-0" (TWO STORY) 8" SOIL.(95% MODIFIED PROCTOR PER ASTM 01551) 2 -HOUR MA5. FIREWALL W1 5TEF 5ECTION SCALE: 3/4"=1'-0" 5(o 2X4 LEDGER'1 46' O/C MAX. VERTICALLLY NAILED TO TRUSS WEBS W/(2) ad (TYP.) 2X4 BLOCKING 6 48' O.C. MAX. W/ (2) 16d TOE NAILS 6 EACH END 4 GLUED TO ROOF 15 LB ROOFING FELT (SHINGLES) SHEATHING 0.S$. SHEATHING U.N.O. FIRE CAULKS r2' CLG. RUNNER 6 MIL VAPOR PRE ENGINEERED BARRIER ROOF TRUSS 6 24` O.C. MAX. (2) LAYERS I'x24' PROPRIETARY TYPE 'X'� GYP. PANELS INSERTED BETWEEN 2' FLOOR + CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2' FLOOR RUNNER W/ 3/16' DIA, x 1 3/4' TAPCONS 6 1(o' O.C. STD. 90° HOOK - NOTES; (SEE DETAIL) 1) SEPARATION WALL IN THE R_3 MIN. INSUL. PER - ROOF SYSTEM PROVIDES FBC (2004 ED.) 2-HR6 PROTECTION PER GA 6I3-60214,15C.1.1 A5W1000 (1) 05 VERT. IN FILL- (1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 4 2) MASONRY WALL CELLS (SEE FILL (2) LAYERS UNDERLAYMENT FOR ROOF PITCH <_ 4:12. PROVIDES 2-HR5 CELL PLAN FOR 12 PROTECTION PER UL-U1305 LOCATIONS) _ PRE ENGINEERED WD TRUSS 9 24' O.C- MAX. SHINGLE ROOF (1) 05 VERY IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS 15 LB ROOFING FELT (SHINGLES) (2) 2 x 8 P.T. LEDGER W/ 1/2' WEDGE HURRICANE ANCHOR 6 EACH TRUSS ANCHOR (MIN. 5HEAR=1340* 4 MIN - (SEE UPLIFT 5CHED.) W/ METAL PL. TEN6ION=5300) W/ 3 1/2' MIN. u NDER EA. TRUSS TO OUTSIDE OF WALL. EMBEDMENT 6 16' O/C (2 ROWS) 1/16' O.S$. FIRERATED OR REG. 3/4' PLYWOOD DECKING GLUED AND 45UL. MIN. PER ROOF PLAN SEE ROOF NAILED W/ ad COMMON -s 6' O/C Q NAILING SCHED. ON SHY. SNI 1/2' HIGH STRENGTH OR 5/8' GYP WB W/ 13/8' DRYWALL NAILS OR DRYWALL SCRWS, 1' O/C CEILING 4 8' O/C WALLS I' P.T- NAILER-/ MOISTURE BARRIER - STD. 90° HOOK (SEE DETAIL) R42 MIN. INSUL. Ix P.T. BASE NAILER (2) 2 x 8 P.T. LEDGER W/ 1/2' WEDGE ANCHOR (MIN. 5HEAR=13400 4 MIN. TEN5I0N=5300) W/ 3 1/2' MIN, EMBEDMENT 6 16' O/C (2 ROWS) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ Od COMMON 9 6' O/C EDGES AND 12' O.C. FIELD 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL 1/2' GYP. W$. OR 3/0' PLYWOOD/TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/ ad COMMON 9 6' O/C TO ONE SIDE OF FLOOR TRUSS FOR AN `r AREA <_1000 50. FT 4 SEALED PENATRATION R42 MIN. AREAS W/ FOAM. INSUL. DRAFTSTOPPING SHALL TOP CHORD BRG. \ DIVIDE THE CONCEALED FLOOR 5Y5TEM SPACE INTO APPROX. EQUAL AREAS. 1/2' HIGH STRENGTH OR 5/8' GYP WB (OR 5/8, GYP. TYPE 'X' 6 GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8' DRYWALL NAILS OR DRYWALL SCRWS. 1' O/C CEILING 4 8' O/C WALLS Ix WE) FURRING -s 24' O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB - (MIN 3000 PSI GONG. SLAB FOR HERNANDO CO. ONLY) EDGES AND 12 O.C. FIELD 1/2' GYP. W$, OR 3/8' ALUMINUM PLYWOOD/TYPE 2-M-W DRIP EDGE OSB (DR4FT5TOPPING) ALUMINUM FASCIA TO BE NAILED W/ Od COMMON -T 6' O/C TO ONE 12 " UN.O- 2x4 SUB FASCIA SIDE OF FLOOR TRUSS I' P.T. 2' ALUMINUM NAILER FOR AN AREA <-1000 SQf5RG. VENTILATED SOFFIT FT 4 SEALED 8'x8'X16' CONC. KNOCKOUT BILK. PENATRATION AREAS WCHORD W/I"5 ROD CONY- FILLED W/ GONC. FOAM. DRAFTSTOPPING FLOOR SHALL DIVIDE THE EM CONCEALED SPACE INTO APPROX. EQUAL AREAS. (1) LAYER 1/2' HIGH STRENGTH OR 5/5, GYP. (U "5 VERY IN FILL CELLS WB. (OR 5/8' GYP. TYPE 'X' 9 GARAGE W/ (SEE FILL CELL PLAN FOR A HABITABLE ROOM ABOVE) W/I-3/8' LOCATIONS) DRYWALL NAILS OR DRYWALL SCRWS. 1' O.C. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES TWO STORY FARTY � II- `o ;n LITE TEXTURED `v ? DECORATIVE FINISH UPPER FLOOR STD. 90° HOOK (SEE DETAIL) NAILED FLOOR TRUSS TO LEDGER W/ 4-10d TOE NAILS 8'X5'xl6' CONC. KNOCKOUT BLOCK W/ (1) "5 ROD CONT. FILLED SOLID W/ GROUT Ix P.T- BASE NAILER ARCHITECTURAL FIN15H (U 15 VERT. IN FILL CELLS (SEE FOUNDATION PLAN 4 NOTES) w u d' _ IL Q 4'x4' INSPECTION PORT AT EACH FILL CELL TYPICAL RlQ • D e 6 D FINISH GRADE 6x6 Wl.4xWl.4_\�� WWF OR FIE ERMESH \� j\ i�\\// \/��// STD. 90° HOOK / (3) 0 5 REBAR ON 3' CHAIR (SEE DETAIL) W/3' MIN. CLEARANCE TYP 2 -5TORY WALL 5ECTION SCALE: 3/4'=I'-O' FIRE RESISTANT OSB 1/16SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO 2x4 LEDGER ONLY EACH. SIDE OF STEEL 'H' STUD (I) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. W/ 1-3/8' DRYWALL R30 INSUL. MIN. NAILS OR DRYWALL SCREWS 1' O.C. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES - 2 x 4 5YP"2 x12' LONG SCAB g EACH RBC CLIP W/ 10d 9 3' O-C. -5IMP60N RBC 6 36' O.C. W/ 6-10dx1 1/2' NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION (TYPICAL ON BOTH FACES OF WALL) -I x P.T. NAILER INSTALLED AFTER INSTALLING RBC's —8'x8'XI6' CONC. KNOCKOUT BLK. W/105 ROD CONT. FILLED W/ GROUT 4'x4' INSPECTION PORT 9 EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER NAIL FLOOR TRUSS TO LEDGER STD. 90° HOOK W/ 4- IGd TOENAILS (TYP.) (SEE DETAIL) 2ND FLR TS'x8"xl6' CONC. / KNOCKOUT BLOCK W/ (1) 15 ROD CONT. FILLED W/ GROUT < TOP CHORD BRG. FLOOR SYSTEM R-3 MIN. INSUL. PER FBC (2004 ED.) 513-602.I.A15C.1,1 SECTION 5 5CALE:N.T.5. 3/4' PLYWOOD DECKING PER J/56. 8' CMU WALL /CUSP HTA20 9 48' O/C, W/ 4' EMBEDMENT INTO / \ KO. BLOCK 4 10-1ed NAILS INTO BLOCKING DBL. K.O. BLOCK PER DETAIL J/56. �•.• `z-2X4 5YP02 DIAGONAL (45°) SHEAR BLOCKINGS BETWEEN BLOCKINGS Wl (2) 10d TOE P.C. LINTEL NAILS EA. END. PER PLAN. 5HEAR WALL DETAIL C SCALE:N.T.S. Cj�p PRE- ENGINEERED FLOOR TRUSSES 24' O/C MAX. 2X4 5YP02 BLOCKING 48' O/C W/ (2) 10d TOE NAILS 9 EA. END (TYP.) 8' CMU WALL 2X4 BLOCKING 6 48' O.C. MAX, W/ (2) 16d TOE NAILS 9 EACH END 4 GLUED TO ROOF SHEATHING 2X4 LEDGER -s 48' O/C MAX. - VERTICALLLY NAILED TO TRUSS WEBS W/(2) ad (TYP.) PRE ENGINEERED ROOF TRUSS 6 24' O.G. MAX. SIMPSON RBC 9 36' O.G. W/ 6-10dx1 I/2 NAILS INTO TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRING STRIP INSTALLATION 2 x 4 5YP'2 x12' LONG SCAB e EACH - RBC CLIP W/ led 9 3' O.G. 2' FLOOR RUNNER W/ 3/16' DIA.� x 1 3/4' TAPCONS 9 16' O.C. STD. 90° HOOK (SEE DETAIL)- 8'x8'XI(o' CONC. KNOCKOUT BLK W/ 115 ROD CONT. FILLED W/ GROUT R-3 MIN. INSUL. PER FBC__- (2004 ED.) 513-602.I.A15C.1.1 NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HR5 PROTECTION PER GA ASW1000 2) MASONRY WALL PROVIDES 2-HR5 PROTECTION PER UL-U905 (2) LAYERS I'x24' PROPRIETARY TYPE 'X' GYP. PANELS INSERTED BETWEEN 2' FLOOR 4 CLG, RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. FIRE CAULK 2X4 BLOCKING W/ (2) 10d TOE NAILS EACH END r2' CLG. 15 LB ROOFING FELT (SHINGLES) I RUNNER (1) 05 VERT IN FILL CELLS (SEE FILL CELL PLAN FOR LOCATIONS) (2) 2 x 8 P.T. LEDGER W/ 1/2' WEDGE ANCHOR (MIN. 514EAR=13400 4 MIN. TEN5I0N=5300) W/ 3 1/2' MIN. w U EMBEDMENT 6 16' O/C (2 ROWS) 3/4' PLYWOOD DECKING GLUED AND NAILED W/ Od COMMON g 6' O/C Q EDGES AND 12' O.C. FIELD 1/2' GYP. W$. OR 3/6' PLYWOOD/TYPE 2-M-W OSB (DR4FT5TOPPING) TO BE NAILED W/ ad COMMON a 6' O/C TO ONEztt 51DE OF FLOOR TRUSS I' P.T. . . . FOR AN AREA <_I000 SQ. NAILER FT 4 SEALED PENATRATION AREAS W/ TOP CHORD FOAM. DRAFTSTOPPING BRG. FLOOR SHALL DIVIDE THE SYSTEM CONCEALED SPACE INTO APPROX. EQUAL AREAS. (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB, (OR 5/6' GYP. TYPE 'X' 81 GARAGE W/ A HABITABLE ROOM ABOVE) W/1-3/8' DRYWALL NAILS OR DRYWALL 5CRW5.1' O.G. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES FIREWALL DETAIL 1/16' O-S$. SHEATHING U.N.O. FIRE RESISTANT OSB 1/16' SHEATHING 4' ON EA. SIDE OF 1/2' GYP WB 4" MIN. GAP WALL NOT STAGGERED OVER (1) *5 VERT. IN FILL CELLS (SEE PARTY WALL FOUNDATION PLAN FOR LOCATIONS) BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS w NAILED INTO TOP/BOT. PLATE ONLY a EACH. SIDE OF z TYPE 'S' MORTAR (TYP.) STEEL 'H' STUD T_ (- 2X4 BLOCKING W/ (2) 10d TOE NAILS 9 EACH END Q 8' LONG- BLOCK (TYP.) PRE ENGINEERED ROOF TRUSS Ix P.T. BASE NAILER__4'x4' INFECTION PORT PERPENDICULAR TO WALL 9 24' O.C. MAX. EA. FILLED CELL (TYP.) 6x6 WI.4xW1.4 WWF R30 INSUL. MIN. I -F, I (1) LAYER 1/2' HIGH STRENGTH OR 5/0' GYP. WB. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS.1' OEILING, 8' O.C. WALLS 4 4' O.C. EDGES MOISTURE BARRIER \ I P.T. NAILER (4) 15 CONT. �\ �j ��, \ STD. 130' HOOK `-USP HTA20 6 END OF TRUSS W/ 10-I0d x 11/2' NAILS ON 3' CHAIR 8, 2 -0, 8, (SEE DETAIL) INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20's PRIOR TO INSTALLING THE 2 - 5T ORY F)ARTYWALL 5ECTION PROPRIETARY PANELS (1) 05 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) 4'x4' INSPECTION PORT -a EA. FILLED CELL (TYP.) -Ix P.T. BASE NAILER NAIL FLOOR TRUSS TO LEDGER STD. 90° HOOK W/ 4- 10d TOENAILS (TYP.) (SEE DETAIL) 2ND FLR T8'x8'A(V CONIC. / KNOCKOUT BLOCK W/ (1) *5 ROD CONY. < FILLED W/ GROUT TOP CHORD BRG. FLOOR SYSTEM R-3 MIN. INSUL. PER FBC (2004 ED.) 513-602.1.A5C.1.1 F SCALE:N.T.S. 2X4 BLOCKING W/ (2) 106 TOE NAILS g EACH END FIRE CAULK 2' CLG' 15 LB ROOFING FELT (SHINGLES) RUNNER 1/16' O.S$. SHEATHING U.N.O. FIRE RESISTANT OSB 1/16' SHEATHING 4' ON EA. 51DE OF (2) LAYERS 1'x24' PROPRIETARY TYPE- 'X' GYP. PANELS INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. R30 INSUL. MIN.------ 2' FLOOR RUNNER W/ 3/16' DIA.— x 1 3/4' TAPCONS 9 16' O.G. STD. 90' HOOK (SEE DETAIL) 8'x8'XI(o' CONC, KNOCKOUT BLK 115 ROD CONT. FILLED W/ GROUT R-3 MIN. INSUL. PER FBC- (2004 ED.) 513-602.I.A15C.1.1 NOTES: 1) SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS PROTECTION' PER GA 4611I000 2) MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-1.1905 4" MIN. GAP WALL NOT STAGGERED OVER PARTY WALL BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO TOP/BOT. PLATE ONLY 9 EACH. SIDE OF STEEL 'H' STUD 2X4 BLOCKING W/ (2) 10d TOE NAILS 6 EACH END PRE ENGINEERED ROOF TRU55 PERPENDICULAR TO WALL 6 24' O.C. MAX. (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. 1' O.C.CEILING, 8' O.C. WALLS 4 4' O.C. EDGES MOISTURE BARRIER I' P.T. NAILER USP HTA20 6 END OF TRUSS W/ 10-10d x 1 1/2' NAILS INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE: INSTALL HTA20'5 PRIOR TO INSTALLING THE PROPRIETARY PANELS (I) *5 VERT. IN FILL CELLS (SEE FLOOR PLAN FOR LOCATIONS) FIREWALL DETAIL 6 TRU55 FERFEND ICULAR TO WALL �E SCALE.N.T.S. 2X CRIPPLES 16" O.C. W/ USP 5PT24 TYP. TOP AND BOTTOI" 1 *WHEN STUD LENGHT IS LESS THAN 12" USE L6TA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE 4 NAILED TO HEADER EACH SIDE W/ 11 - IOd NAILS 106 NAILS 1w 0" O/C TYP. DOUBLE 2 "x4" CRIPPLE STUp� TYPICAL (UN.O.) DEADER SUPPORT NO. OF JACKS 4 STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END (U (2) (1) (2) (2) ( DDO� SCALE: N.T-5. SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROW5 12d NAILS STAGGERED 0 12 " O/C EACH FACE OR 3-ROW6 126 NAILS STAGGERED 6 12" O/C FOR 2"xl0" OR GREATER HEADER DOUBLE 2 x 12 *12 SYP HEADER W/ 1/2" FLITCH PLATE (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/ (2) ROWS OF 126 e 16" O/C UNLESS NOTED OTHERWISE 2'x4' STUDS TYP. P.T. BOT. PLATE ROAM TRUSS (3) C2J f2) L SEE PLAN FOR REQUIRED l3) (2) (3) CONNECTIONS LOAD 5EARING/EXTERIOR FRA II= WALL I--IEADER DETAIL 1,1 5+'0 24' MIN, LAP SPLICE 1'-4' 6' 6' I'-4' 6' ro TYP. TYP. 0 0 0 0 0 0 _ SPLICE BEYOND SPLICE PART, ELEV. VIEW 1/2' WEDGE ANCHOR (MIN. 5HEAR=13400 4 MIN. TENSION=530*) W/ 3 1/2' MIN. EMBEDMENT 6' MIN. DBL. K.O. BLOCK —\ 16' O/C 24' MIN L(2) 2x8 LEDGER P.T. LEDGER LAP SPLICE ATTACHED TOGETHER W/ 2-ROW6 10d le 6' O/C FART. FLAN VIEW LEDGER LAF SPLICE DETAIL SCALE: 3/4' =1' -0' DIEDANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineer ng.com CA 25948 0 Ln w 0 Ln jrn tD r� z amrn Lu,M Q0-0--1op zCe Q0.00 z E Lu _j W z o C) L -i ci W z = w U Q Q Lu cy 2 Z Q Z O p U Z F•— ZD TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2004 FLORIDA RESIDENTIAL BUILDING CODE (INCLUDING 2005 & 2006 SUPPLEMENTS), SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2008 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRTITEN CONSENT FROM LENNAR CORPORATION. 02008-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: SHEET TITLE: TYPICAL 2-STORY SECTIONS AND DETAILS (MONO) SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 N 0 Z 0 J_ D m M N N LO i O t— Lf r