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PRE ENGINEERED WOOD <br />TRUSS 6 24' O.C. UN,O. <br />12 <br />�(TP.) VARIES <br />I <br />Y' HIGH STRENGTH CD—/ <br />GYP, BOARD OR %' WALL <br />BOARD (OR %' GYP. <br />TYPE 'X' is GARAGE W/A <br />HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS tat 1' O.G. CEILING <br />a 8' O.C. WALLS i <br />R30 MIN. BATT OR—� <br />BLOWN INSULATION <br />Ix2 P.T. HORIZONTAL <br />NAILER <br />STD, 900 HOOK (SE <br />DETAIL) <br />R4.1 MIN. INSULATION ON <br />EXT- BLOCK WALLS <br />Ix2 PT WD FURRING • 24' O.G. <br />1/2' GYPSUM WALLBOARD U.N.O. <br />Ix4 P.T. BASE NAILER <br />3 1/4" BASEBOARD — <br />2500 P51 CONCRETE — <br />SLAB W/ 6x6 <br />WIA x WIA WWF OR <br />FIBERME5H <br />(1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 a <br />(2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12 <br />HURRICANE ANCHOR • EACH TRU55 <br />(SEE UPLIFT SCHED.) W/ METAL PL. <br />UNDER EA. TRU55 <br />OISTURE BARRIER <br />ROOF COVERING <br />1/16' O.S.B. MIN. (FOR SHINGLE) OR <br />5/8' 055 (FOR TILE) SEE ROOF <br />NAILING SCHEDULE ON SHT. SNI <br />ELEV. VARIES <br />ALUMINUM <br />DRIP EDGE <br />ALUMINUM FASCIA <br />1 ' LIND, 2x4 SUB FASCIA <br />2' ALUMINUM <br />VENTILATED SOFFIT <br />5'x8'XI6' KNOCK -OUT <br />BLOCK W/ 105 CONT. <br />FILLED SOLID W/GROUT <br />8' CJ*I TYPICAL <br />6 MIL VAPOR <br />BARRIER <br />\\/ <br />GLEAN POISONED AND �\ <br />COMP. SOIL. (COMPACTED <br />° <br />TO 95io MODIFIED <br />PROCTOR ASTM D 1551) <br />S <br />CONTINUOUS TO FOOTER BELOW 130* NOOK DETAIL <br />K.O. BLOCK <br />20" MIN. <br />�-#3 OR #4 REINFORGINC BAR <br />-TYPE IS' MORTAR e p <br />FINISH <br />(1) 05 VERT, IN FILL CELLS <br />(SEE FOUNDATION PLAN <br />FOR LOCATIONS) <br />4'x4' INSPECTION <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />z MIN. 2500 PSI GONG. SLAB <br />X: (MIN 3000 P51 CONC. SLAE <br />FOR HERNANDO CO. ONLY) <br />ILL <br />zfw-w <br />-vow <br />Z <br />X\j\\j Z o > <br />(2) 05 REBAR CON I. ON 3' IN. CLR <br />3' CHAIRS TYP, UN.O. I'_4' 5TD. 90' HOOK <br />(SEE DETAIL) <br />TYPICAL WALL 5ECTION <br />SCALE: N.T.S. CJ3 <br />V (1) ROW 2x BLOCKING • MID <br />HGT. FOR WALL HGT. 5 8'-6'. <br />(2) ROWS 2x BLOCKING • 3rd <br />PT5 FOR WALL HGT. > 8'-6'. <br />I/2' GYP. WB (MIN.) 6 GARAGE SIDE <br />IF APPLICABLE. <br />2x P.T. PLATE 1/4' 0 X 3 1/4' TAPCONS • 24' O/C d <br />-a 6' MAX FROM END OF 2 x PLATE <br />(2) 05 GONT. ON 3' 6 X 6 WIA x WIA <br />CHAIRS (TYP.) WWF OR FIBERMESH <br />-- -- _ —°--a----�--Z <br />SEE LAP SPLICE DETAIL <br />R 11/8 "J <br />1#5 REINFORGIN6 <br />BAR <br />3i0' MIN. LAP "S STD. 9O ° HOOK <br />#6 REINFORCIN6 BAR <br />#(o LAP SPLICE <br />RE5,4R DET741La F <br />SCALE: N.T.S. CJ3 <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE G6/53 OR <br />6/53 FOR ANCHOR <br />BOLT INFO. <br />*U5P 5PT22 TYP. <br />MONO OR 5TEMWALL— <br />FOOTINI5 MONO 5HOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />ELEV. VARIES <br />I" x 2" FURRIN6 <br />I" x 6" ROU6H SAWN CEDAR <br />12" U.N.O. 212" ALUMINUM <br />x4 SPRUCE SUB FASCIA <br />Ix2 P.T. NAILER VENTILATED SOFFIT <br />4LTERN,4TE E745C174 <br />2x 5.P.F. 5TUD5 @ 16" O.G. <br />2x STUD <br />I I <br />G.M.U. <br />I x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />5/8" x 6" EXPANSION <br />BOLT @ 24" O.G. VERT. <br />OR 5/8"xb" "J" BOLTS <br />I <br />- - - - - - ° 1 <br />° <br />° <br />8 ° I> <br />2x P.T. PLATE <br />—ASSUMED <br />\ FINISHED GRADE <br />FR,41 E UJALL TO C.M.U. UJALL CONNECTION <br />SEE TYP. WALL 5EGTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />TYPICAL G.M.U. BLOCK WALL <br />6ALVANIZED METAL STOP <br />SECURED TO WALL TO RUN <br />CONTINUOUS AND LEVEL AT A <br />MINIMUM OF 8" ABOVE 6RADE, <br />EST. GRADE <br />_ ELEVATION O'-0" <br />8' 1'-4' 8' TOP OF SLAB z <br />TYPICAL INTERIOR BEARING <br />WALL WOUT UPLIFT <br />SEE TYP. WALL SECTION FOR SCALE: 3�4"=1'-0 53 FIN15N TEXTURE BRE,4< I-E <br />ADDITIONAL 5LA13 INFORMATION. SEE TYP. WALL 5ECTION FOR SCALE: N.T.5. 53 <br />ADDITIONAL INFORMATION. <br />EXPANSION JOINT FORMED U9N6 <br />1/2" EXPANSION JOINT MATERIAL 3/4" RECESS FOR <br />v RIES <br />THICKEN SLAB EDGE BETWEEN vARIE 5.6.0. (U.N.O.) <br />3/4" RECESS FOR <br />6 x 6 WI A x WI.4 <br />DOOR FRAMES AS 5HOWN <br />SEE A/53 FOR <br />5.6.D. (U.N.O.) <br />WWF OR FIBERMESH <br />FIN15HED CONCRETE LANAI TO <br />REINF. INFO. <br />�r <br />RECEIVE BROOM FINISH U.N.O. <br />_ — - — — ° 4— <br />Lj �. <br />4 <br />N Z <br />/ <br />° <br />C <br />a <br />•— <br />\ <br />' <br />SEE A/53 FOR <br />REINF. INFO. <br />4 I; <br />'\ �� <br />1�-4 <br />8 II <br />(1) #5 GONT. <br />I" -4' (1-STORY) <br />SEE A/53 OR J/5C <br />FOR REINF. INFO. <br />OFT 1©N #I <br />4' <br />8' <br />1'-&" (2-STORY) <br />SII <br />SEE TYP. <br />WALL SECTION FOR <br />ADDITIONAL SLAB INFORMATION. <br />OPT I ON #2 <br />&L745 STEP 4 RECEJcJ <br />5,G ID 1„1 <br />SEE TYP. THICKENED SLAB EDGE DETAIL <br />ON SHEET 53 FOR OUTER EDGE OF LANAI <br />SCALE: 3/4"= I'-O" S3 <br />SCALE: 3/4"=1'-O" <br />►' (1) ROW 2x BLOCKING 0 MID <br />NOTE: HGT. FOR WALL HGT. 58'-6'. <br />SEE SECTION C/53 FOR l2J ROWS 2x BLOCKING • 3rd <br />ADDITIONAL INFORMATION PT5 FOR WALL HGT. > 8'-ro <br />I/2' GYP. WB (MIN.) IVGARAGE <br />USP 5PT22 CONNECTOR 511DE IF APPLICABLE. <br />2x P.T. PLATE 5/8'm EXPANSION BOLT -w 24' O/C <br />W/ 5' EMBEDMENT (MIN. SHEAR <br />SPACE ANCHOR BOLTS 3500" MIN. TENSION 2600") <br />6' MAX FROM END OF 6 x 6 WI.4 x WIA <br />2' x PLATE WWF OR FIBERMESH <br />nD <br />(2) 05 CONT. <br />ON 3' CHAIRS <br />(TYP.) <br />TYPICAL INTERIOR <br />BEARING UJALL UJ/ UPLIFT <br />SCALE: 3/4"=1'-0" GJ3 <br />bX6HIAxH1.4 <br />WWF OR FIBERMESH <br />—.a—° 6RADE <br />\� / / / <br />4" S' (1) #5 CONT. <br />MIN. <br />T'T'P I C74L TI 4I CKENED &L,48 EDGE L <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O" <br />ADDITIONAL SLAB INFORMATION. <br />MA50NRY WALL AND <br />PAD FOOTIN6 <br />MASONRY WALL AND <br />PAD FOOTIN6 <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />GONT. FOOTING' STEELI <br />y <br />MAT REINFORGIN6. <br />I <br />�z <br />- <br />m_ <br />UJ W <br />Z dU —1 <br />• <br />\ <br />/\/\/\ <br />U1 <br />Z <br />?\/\ <br />BEYOND <br />\/\\//\\// � <br />U <br />PAD REINFORCEMENT <br />MIN. CLEARANCE <br />( SEE SCHEDULE) <br />FOOTING WIDTH <br />SEE SCHEDULE <br />if74T10 COLU1"�N ETA. <br />DET,41L <br />N <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.5. <br />�3 <br />ADDITIONAL INFORMATION. <br />FIRE RESISTANT 055 1/16' (FOR <br />SHINGLE) OR 5/8' (FOR TILE) <br />SHEATHING 4' ON EA. SIDE OF WALL <br />NOT STAGGERED OVER PARTY WALL <br />2X4 LEDGER • 48' 1/16' O.S.B. (FOR SHINGLE) OR 5/6' <br />O/C MAX. 055 (FOR TILE) SHEATHING U.N.O. <br />VERTICALLLY NAILED 15 LB ROOFING FELT (SHINGLES) <br />TO TRU55 WE55 W/(2) <br />Sd (TYP.) 2X4 BLOCKING • 46' O.G. MAX. W/ (2) 16d TOE <br />NAILS • EACH END 4 GLUED TO ROOF <br />PRE ENGINEERED SHEATHING <br />ROOF TRUSS • 24" 2' CLG. RUNNER <br />O.C. MAX. FIRE CAULK <br />(2) LAYERS I' DEN5GLA55 BREAKAWAY CLIPS AS PER <br />5HAFTLINER INSERTED BETWEEN 2' GEORGIA-PACIFIC SPECIFICATIONS tv <br />FLOOR 6 CLG. RUNNERS W/ 2' EACH SIDE OF EVERY OTHER STEEL 'H' <br />STEEL H STUDS BETWEEN STUD (48' OC MAX) d IOFT OC <br />ADJACENT PAIRS OF GYP. VERTICALLY <br />11 PANELS. 2" FLOOR RUNNER <br />W/ 3/16' DIA. x I <br />3/4' TAPCON5 • <br />16, O.C. <br />/(1) LAYER 1/2' HIGH STRENGTH OR 5/5' <br />GYP, WB. W/ 1-3/8' DRYWALL NAILS <br />OR DRYWALL SCREWS 1' O.C. CEILING, <br />8' O.G. WALLS d 4' O.G. EDGES <br />- 2 x 4 5YPn A2' LONG SCAB m EACH <br />RBC CLIP W/ 10d *1 3' O.G. <br />-SIMPSON RBC • 36' O.C. W/ 6-IOdxl 1/2' <br />NAILS INTO TRUSS BOTTOM <br />CHORD/5CA5 d (3) 1/4'x2 3/4" TITEN <br />SCREWS INTO MASONRY. <br />(TYPICAL ON BOTH FACES OF WALL) <br />1-8'x8'XI6' CONC. KNOCKOUT BLK. <br />W/105 ROD CONT, FILLED W/ GROUT <br />(1) 05 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN FOR LOCATIONS) <br />REFER TO A/53 FOR <br />INFORMATION NOT SHOWN. <br />I/2' x 6' WIDE DENSARMOR PLUS <br />FIREGUARD C OR TOUGHROCK <br />FIREGUARD C GYPSUM BOARD <br />BATTEN STRIPS • EA. SIDE OF <br />STEEL 'H' STUD (ONLY REQUIRES IF <br />ATTIC AREA 15 ACCE551BLEJ <br />STD, 9O" HOOK (SEE DETAIL) <br />(1) 05 VERT. IN FILL CELLS (SEE <br />FILL CELL PLAN FOR LOCATIONS) <br />NOTES: <br />I) SEPARATION WALL IN THE <br />ROOF SYSTEM PROVIDES <br />2-HR5 PROTECTION PER <br />GP WHI 495-0143 <br />2) MASONRY WALL <br />PROVIDES 2-HR5 <br />PROTECTION PER UL-U905 <br />4'x4' INSPECTION PORT AT <br />6x6 WI.4xWl.4 EACH FILLED CELL TYPICAL <br />WWF <br />j - C G p <br />/ / <br />(2) 05 CONT.­"\//\///\ 5TD. 9O° HOOK <br />8" 16" 8' (SEE DETAIL) <br />A I t I°I Tf- l l A I I t',\I—T A l l A�r /'^SASA^k I I I I A I I <br />SCALE: 3/4'=1'-O' <br />8'x8'x16' CONC. KNOCK OUT <br />BLOCK W/ (1) 05 ROD CONT. <br />IN FILLED SOLID GROUT <br />OL 9'-4' A.F.F. <br />8'CONC, BLK <br />TYPE 'S' MORTAR <br />(1) 05 VERT, IN FILL CELLS <br />(SEE FOUNDATION PLAN <br />FOR LOCATIONS) <br />4'x4' INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />A <br />° ASSUMED FINISH GRADE <br />° <br />V t�\//\\ \\ \\/\Sxl6 CONT. FOOTING W/ <br />(2) 05 CONT. ON 3' CHAIR <br />\\/�\ \1 4' \ 1' -4' <br />DOUBLE 0-1U WALL SECTION C <br />SCALE: 3/4' = I'-O' <br />P.T. 2x <br />2X4 BLOCKING to 48' O.C. MAX. <br />W/ (2) 16d TOE NAILS • EACH <br />END 4 GLUED TO ROOF <br />SHEATHING <br />2X4 LEDGER • 48' O/C MAX. — <br />VERTICALLLY NAILED TO <br />TRUSS WEBS W/(2) 8d (TYP.) <br />PRE ENGINEERED <br />ROOF TRUSS • 24'� <br />O.C. MAX. <br />1/2' x 6' WIDE DENSARMOR PLUS <br />FIREGUARD C OR TOUGHROCK <br />FIREGUARD C GYPSUM BOARD <br />BATTEN STRIPS m EA. SIDE OF <br />STEEL 'H' STUD (ONLY REQUIRES IF <br />ATTIC AREA IS ACCESSIBLE.) <br />2 x 4 5YP"2 x12' LONG SCAB • EACH <br />RBG CLIP W/ 10d • 3' O.C. <br />SIMPSON RBC 10 36' O.G. W/ 6-10dxl- <br />1/2' NAILS INTO TRUSS BOTTOM <br />CHORD /SCAB d (3) 1/4'x2 3/4' TITEN <br />SCREWS INTO MASONRY. <br />2' FLOOR RUNNER W/ 3/16' DIA. — <br />x 1 3/4' TAPCONS • 16' O.C. <br />STD. 90' HOOK (SEE DETAIL) <br />8'x8'XI(o' GONG. KNOCKOUT BLK. W/ <br />1 05 ROD CONT. FILLED W/ GROUT <br />(2) LAYERS I' DENSGLASS <br />5HAFTLINER INSERTED <br />BETWEEN 2' FLOOR d CLG. <br />RUNNERS W/ 2' STEEL H STUDS <br />BETWEEN ADJACENT PAIRS OF <br />GYP. PANELS. <br />2X4 BLOCKING W/ (2) IOd TOE <br />NAILS a EACH END <br />15 LB ROOFING FELT <br />(SHINGLES) <br />FIRE CAULK 1/16' O.S.B. (FOR SHINGLE) OR <br />5/8' 055 (FOR TILE) 5HEATHINc <br />2' CLG. UN.O, <br />RUNNER FIRE RESISTANT 055 1/16' (FOF <br />SHINGLE) OR 5/8' (FOR TILE) <br />SHEATHING 4' ON EA. SIDE OF <br />WALL NOT STAGGERED OVER <br />PARTY WALL <br />NOTES: <br />1) SEPARATION WALL IN THE ROOF <br />SYSTEM PROVIDES 2-HR5 PROTECTION <br />PER GP WNI 495-0143 <br />2) MA50NRY WALL PROVIDES 2-HR5 <br />PROTECTION PER UL-U905 <br />6x6 WI.4xWl.4 WWF <br />MIN. GAP (ONLY REQUIRES IF ATTIC <br />REA I NOT G/7LPS5 <br />E) <br />BREAKAWAY CPER <br />�ORGIA-PACIFIC SPECIFICATIONS <br />• EACH SIDE OF EVERY OTHER <br />STEEL 'H' STUD (46' OC MAX) a <br />IOFT OC VERTICALLY <br />PRE ENGINEERED ROOF TRU55 <br />PERPENDICULAR TO WALL • 24' <br />D.G. MAX. <br />-2X4 BLOCKING W/ (2) 10d TOE NAILS <br />9 EACH END <br />(1) LAYER 1/2' HIGH STRENGTH OR 5/8' <br />GYP. WB. W/1-3/8' DRYWALL NAILS OR <br />DRYWALL SCREWS. 1' O.C.CEILING, 8' <br />O.G. WALL5 4 4' O.G. EDGES <br />-MOISTURE BARRIER <br />USP HTA20 9 END OF TRU55 W/ 10-IOCI <br />x 1 1/2' NAIL5 INTO TRUSS 4 4' <br />EMBEDMENT INTO CONCRETE (NOTE: <br />INSTALL HTA20'S PRIOR TO <br />INSTALLING THE PROPRIETARY <br />PANELS <br />(1) 05 VERT. IN FILL CELLS (SEE <br />FLOOR PLAN FOR LOCATIONS) <br />(1) 15 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN FOR LOCATIONS) <br />4'x4' INSPECTION PORT AT <br />EACH FILLED CELL TYPICAL <br />-- —— . -- <br />(2) 05 CONT. \ /\\//\\/ /\ '� STD. SOO HOOK <br />8' (SEE DETAIL) <br />ALT. FIRE LUALL DETAIL AT COMMON SON WALL <br />r� <br />Q <br />3 <br />1/2" GYP. BD. <br />-HOLD GYP. BD. <br />1/2" FROM SLAB <br />—GONT. BEAD SEAL/ <br />INTERIOR <br />1/2" <br />CONCRETE NAILS W 1 1/41' <br />EMBEDMENT @ 12" O.G. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />I <br />Cq b MIL VAPOR <br />BARRIER <br />SCALE: 3/4' = I'-O' <br />v <br />6 <br />_2X 5TUD5 ® 24" O.G. U.N.O. <br />�6ARACE <br />112 6YP5UM WALLBOARD U.N.O. <br />W/ DRYWALL 5GREW5 @ 8"O.G. <br />~-5EE TH15 SHEET FOR INSULATION CHART <br />GONT. BEAD SEALANT z <br />- =v <br />6X6WIAxHIA <br />WWF OR FIBERMESH <br />4— a------m <br />4" 4' <br />INTEfi�'IOR UJ7dTLL SLAB �TEi= NON-Bi�C�_ <br />SEE TYP. WALL_ SECTION FOR <br />ADDITIONAL SLAB INFORMATION. <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.donscoengineedng.com <br />i <br />o <br />}Ln <br />ODD <br />'ci <br />v <br />In > <br />z�iss <br />a 0o %D <br />mN <br />J <br />ZU- <br />L 00 <br />3 LuF� <br />W <br />z <br />J�o <br />F— <br />W <br />uj <br />V) <br />0 <br />Q <br />0 <br />Z <br />F— <br />TO THE BEST OF THE ENGINEERS KNOWLEDGE AND <br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS <br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING <br />CODE (INCLUDING rM SUPPLEMENT). SECTION <br />R3o1roRT2DAVN.3SEC.GUST.EXPOSLIRE "C" <br />ENCLOSW [INTERNAL PRESSURE COEFFICIENT-±0.181 <br />WIND ZONE. <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY, <br />02010 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORILED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />02.02.09 <br />1.0 2007 FSC UPDATES <br />10.29.09 <br />1.01 FFPC 2007 UPDATE <br />05.07.10 <br />2.00 GP FIREWALLS <br />07.28.10 <br />3.00 ADD ALT. F <br />HEAT I FOR TILE <br />VERSION NO.3.00 / 07.28.10 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />❑ ANDREW D. HAROLD, <br />P.E. #bb�=" <br />1•t i <br />NC� <br />••. <br />'����•.��CENS�.To •2 <br />.ti. <br />. • 2 <br />' • 5 ATE O • 4/ <br />• T Fr p. . <br />7•+,••too# i� LE: <br />lli I <br />SECTIONS, DETAILS, NOTES <br />(MONO) <br />SHEET INFORMATION: <br />JOB NO.: 290127 <br />DATE ISSUED: 02.02.09 <br />DRAWN BY: DZ <br />REVIEWED BY: TH/AS <br />S3 <br />0 <br />1 <br />O <br />L0 <br />61/16/fO <br />