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12 <br />\YPJ VARIES <br />Y' HIGH STRENGTH CD—/ <br />GYP. BOARD OR W WALL <br />BOARD (OR %' GYP. <br />TYPE 'X' 9 GARAGE W/A <br />HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS 9 T D.G. CEILING <br />4 8' O.G. WALLS <br />R30 MIN. BATT OR <br />BLOWN INSULATION <br />Ix2 P.T. HORIZONTAL <br />NAILER <br />STD. W. HOOK (SEE <br />DETAIL) <br />R4,1 MIN. INSULATION ON - <br />EXT_ BLOCK WALLS <br />Ix2 PT WE) FURRING m 24' O.G. <br />1/2' GYPSUM WALLBOARD U.N.O. <br />(U LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4 <br />(2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12. <br />-PRE ENGINEERED WOOD TRUSS 6 24' O.C. UN-0. <br />HURRICANE ANCHOR 9 EACH TRUSS <br />F(SEE UPLIFT SCHED,) W/ METAL PL. <br />UNDER EA_ TRUSS <br />015TURE BARRIER <br />r;__:7ROOF COVERING /. <br />1/16' O.S.B. MIN. SEE ROOF NAILING`�'s <br />SCHEDULE ON SHT. SNI <br />ELEV_ VARIES <br />CONTINUOUS TO FOOTER BELOW 130` NOOK DETAIL <br />ALUMINUM 'c� K.O. BLOCK <br />DRIP EDGE <br />ALUMINUM FASCIA <br />\12U.N.O. 2x4 SUB FASCIA <br />2' ALUMINUM <br />VENTILATED SOFFIT <br />8'x6'XII KNOCK -OUT <br />BLOCK W/ 145 CONT. <br />FILLED SOLID W/GROUT 20' MIN_ LAP <br />8' G.M.U. TYPICAL #3 OR #4 REINFORCING BAR <br />/-TYPE "S' MORTAR *3 4 04 LAP SPLICE <br />FINISH <br />(1) 05 VERT. IN FILL CELLS <br />(SEE FOUNDATION PLAN <br />FOR LOCATIONS) <br />Ix4 P.T. BASE NAILER <br />4'x4' INSPECTION <br />FORT AT EACH <br />3 1/4' BASEBOARD <br />FILED CELL TYPICAL <br />2500 PSI CONCRETE <br />MIN. 2500 PSI CONC. SLAB <br />SLAB W/ 6x6 <br />il <br />f <br />(MIN 3000 PSI GONG, SLAE <br />WIAx WIA WWF OR <br />FOR HERNANDO CO. ONLY) <br />FIBERMESH <br />lY <br />O <br />tv <br />LL <br />/// <br />.D <br />\\1\/), \/ <br />O <br />(I MIL VAPOR <br />BARRIER <br />p <br />�\ CLEAN POISONED AND <br />COMP. SOIL. (COMPACTED <br />(2) 05 REBAR CONT. ON <br />TO 95% MODIFIED <br />3' CHAIRS TYP. UAO. <br />3' IN <br />CLR. <br />PROCTOR ASTM D155I) <br />STD_ 90' HOOK <br />(SEE DETAIL) <br />TYPICAL WALL SECTION ,4 <br />SCALE: N.T.S. CJ3 <br />(1) ROW 2x BLOCKING MID <br />HGT. FOR WALL HGT. <_ V-6'. <br />(2) ROWS 2x BLOCKING tv 3rd <br />PTS FOR WALL HGT_ > V-6'. <br />1/2' GYP. WB (MIN.) a GARAGE SIDE <br />IF APPLICABLE. <br />SEE LAP SPLICE DETAIL <br />t� rllnl Ls>r <br />R 1 -7/8"1 <br />1#5 <br />9 <br />REINFORGING <br />#5 REINFORGING BAR <br />BAR <br />05 LAP SPLICE <br />36' MIN. LAP <br />05 STD. 90 ° HOOK <br />#6 REINFORCING BAR <br />*6 LAP SPLICE <br />REBAR <br />DETAILS F <br />5GALE: N.T.S. <br />\I� <br />STUD5 ®I6" O.G. <br />2x 5TUD <br />LOAD BEARING OR <br />I <br />1 <br />EXTERIOR HALL <br />8" G.M.U. <br />1 <br />I <br />1 "x P.T. STUD <br />5EE GG/53 OR <br />#5 VERT. IN FILLED GELL <br />6/53 FOR ANCHOR <br />1 <br />5/8" x 6" EXPAN51ON <br />BOLT INFO. <br />BOLT © 24" O.G. VERT. <br />OR 5/8"xb" "J" BOLTS <br />CUSP 5PT22 TYP. <br />I <br />2x P.T. PLATE <br />ASSUMED <br />FINISHED GRADE <br />MONO OR 5TEMWALL <br />y <br />_ — <br />FOOTING MONO SHOHN <br />, p- <br />FOR GLARITY <br />° <br />° <br />° <br />\ \ \ \ z <br />NOTE: <br />*FOR BEARING HALL <br />minor <br />W/ UPLIFT ONLY <br />FRAME WALL TO C.M.U. WALL CONNECT ION D <br />2x P.T. PLATE 1/4' � X 3 1/4' TAPCONS m 24' O/C 4 SEE TYP. WALL SECTION FOR 5GALE: 3/4"=1'-O" S3 <br />m 6' MAX FROM END OF 2 x PLATE ADDITIONAL SLAB INFORMATION. <br />(2) 05 CONT_ ON 3' 6 x 6 WIA x WIA <br />CHAIRS (TYP-) WWF OR FIBERMESH TYPICAL G.M.U. BLOCK HALL <br />GALVANIZED METAL STOP <br />m p 5EGURED TO HALL TO RUN <br />\//\\ \ ; ° • \ /\\//\\/ GONTINUOU5 AND LEVEL AT A <br />\/ /\ MINIMUM OF 8 ABOVE GRADE. <br />E5T. GRADE <br />ELEVATION 0'-0" <br />S' 1'-4- 8' _ TOP OF 51AB - <br />\/ <br />TYPICAL INTERIOR BEARING <br />WALL WOUT UPLIFT- <br />5EE TYP. WALL 5EGTION FOR SCALE: 3/4'=1'-0' G3 FINISH TEXTURE BREAK <br />ADDITIONAL 5LA5 INFORMATION. SEE TYP. WALL SECTION FOR 5GALE: N.T.5. 33 <br />ADDITIONAL INFORMATION. <br />EXPAN51ON JOINT FORMED U51NG <br />1/2" EXPAN51ON JOINT MATERIAL 3/4" REGE55 FOR <br />V RIES THICKEN 5LA5 EDGE BETWEEN V R11 5.67.0. (U.N.O.) <br />3/4" RECE55 FOR 6 x 6 NIA x HIA DOOR FRAMES A5 SHOWN 5EE A/53 FOR <br />5.67 D. (U.N.O.)i I HHF OR FI13ERME5H FINI5HED CONCRETE LANAI TO REINF. INFO. <br />RECEIVE BROOM FIN15H U.N.O. a <br />A _ °A <br />d <br />\� �— ° A <br />.—A—.—A n <br />To <br />/ A 4 '.A <br />/ <br />5EE A/53 FOR <br />REINF. INFO. 4" 1'-4" 8' (1) #5 GONT. REINF. <br />1'-4' (1-STORY) SEE . I J/36 <br />OPT ION #1 4' s' (2-STORY) 5. FOR REINF. NFO. <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL SLAB INFORMATION. OPTION 02 <br />SLAB STEP 4 RECESS e S_G.D. SEE TYP. THICKENED SLAB EDGE DETAIL <br />S3 ON SHEET 53 FOR OUTER EDGE OF LANAI <br />5GALE: 3/4"= I'-O" <br />ELEV. VARIES <br />__j <br />I" x 2" FURRING <br />I" x 6" ROUGH SAWN CEDAR <br />12' U.N.O. 2x4 5PRUGE 5U5 FA5GIA <br />12" ALUMINUM <br />Ix2 P.T. NAILER VENTILATED SOFFIT <br />ALTERNATE FASCIA <br />SCALE: 3/4"= I'-O" <br />(1) ROW 2x BLOCKING a MID <br />NOTE: HGT. FOR WALL HGT. < 64'. <br />SEE SECTION C/53 FOR (2) ROWS 2x BLOCKING a 3rd <br />ADDITIONAL INFORMATION rPTS, FOR WALL HGT_ > 64'. <br />1/2' GYP. WB (MIN.) 9 GARAGE <br />USP 5FT22 CONNECTOR SIDE IF APPLICABLE. <br />2x P.T. PLATE 5/8'� EXPANSION BOLT 9 24' O/C <br />W/ 5' EMBEDMENT (MIN. SHEAR <br />SPACE ANCHOR BOLTS V35OV, MIN. TENSION 211 <br />6' MAX FROM END OF 6 x 6 WIA x WIA <br />2' x PLATE WWF OR FIBERMESH <br />6 D. <br />/\ Vx(2)'S CONT. <br />ON 3' CHAIRS <br />(TYP.) 8' - 1'-4' - 8' <br />TYPICAL INTERIOR <br />BEARING WALL W1 UPLIFT � <br />SCALE:3/4'=i'-O'rJ.3 <br />6x6HIAxNIA <br />HHF OR FIBERME5H <br />#5 GONT. <br />TYP I CAL THICKENED SLAB EDGE L <br />SEE TYP. WALL SECTION FOR 5GALE: 3/4"=1'-O" 33 <br />ADDITIONAL SLAB INFORMATION. <br />CL MA50NRY HALL AND MASONRY' HALL AND <br />PAD FOOTING PAD FOOTING <br />8" MA50NRY WALL EXTEND FILL GELL5 <br />TO FOUNDATION PAD <br />GONT. FOOTING STEEL MAT REINFORCING. <br />Z GRADE m - <br />O w //\ <br />O N///////��/�OOTING J <br />PAD REINFORCEMENT BEYOND <br />BEYOND 0 <br />MIN, CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTC. DETAIL N <br />SEE TYP. WALL SECTION FOR 5GALE: N.T.5. 33 <br />ADDITIONAL INFORMATION. <br />FIRE RESISTANT OSB 1/16' SHEATHING 4' <br />ON EA, SIDE OF WALL NOT STAGGERED <br />2X4 LEDGER 9 48'r5LOCKING <br />OVER PARTY WALL <br />O/C MAX 1116' 0.SB. SHEATHING URO. <br />VERTICALLLY NAILED LB ROOFING FELT (SHINGLES) <br />TO TRUSS WEBS W/(2) <br />Sd (TYP.) 48' O.C. MAX. W/ (2) 16d TOE <br />PRE ENGINEERED END 4 GLUED TO ROOF <br />ROOF TRUSS w 24'O.C. MAX. J- CLG. RUNNER <br />(2) LAYERS 1'x24' PROPRIETARY - <br />TYPE 'X' GYP. PANELS INSERTED <br />BETWEEN 2' FLOOR 4 CLG. <br />RUNNERS W/ 2' STEEL H STUDS <br />BETWEEN ADJACENT PAIRS OF <br />GYP. PANELS. <br />2' FLOOR RUNNER <br />W/ 3/16' DIA_ x I <br />3/4' TAPCONS 0 <br />16' O.G. STD. W, HOO <br />(SEE DETAIL) <br />(1) *5 VERT. IN FILL <br />CELLS (SEE FILL <br />CELL PLAN FOR <br />LOCATIONS) <br />NOTES: <br />1) SEPARATION WALL IN THE <br />ROOF SYSTEM PROVIDES <br />2-HRS PROTECTION PER GA <br />ASWI000 <br />2) MASONRY WALL <br />PROVIDES 2-HRS <br />PROTECTION PER UL-U905 <br />2X4 BLOCKING tv 48' O.C. MAX <br />W/ (2)111 TOE NAILS g EACH <br />END 4 GLUED TO ROOF <br />SHEATHING <br />ZX4 LEDGER 9 46' O/C MAX. — <br />VERTICALLLY NAILED TO <br />TRUSS WEBS WK2) sd (TYP_) <br />PRE ENGINEERED <br />ROOF TRUSS m 24'� <br />O.C. MAX, <br />51MFWN RBC 9 36' O.G. W/ 6-10dxl 1/2 <br />NAILS INTO TRUSS BOTTOM <br />CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN <br />SCREWS INTO MASONRY. <br />BURN CLIPS AS PER FIRE WALL MRS. <br />SPECIFICATIONS NAILED INTO 2x4 <br />LEDGER ONLY 9 EACH. SIDE OF STEEL <br />'H' STUD <br />DO 1 2 x 4 SYPn AT LONG SCAB t+ EACH- <br />RBC CLIP W/ 10d s 3' O.C. / <br />(l) LAYER I/2' HIGH STRENGTH OR 5/8' 2' FLOOR RUNNER W/ 3116' DIA.J <br />GYP, WB. W/ 1-3/5' DRYWALL NAILS x 13/4' TAPCONS 16' O.G. <br />OR DRYWALL SCREWS l' O.G. CEILING, STD. 90' HOOK (SEE DETAIL) <br />8' O.C. WALLS 4 4' O.C. EDGES 8'x8'X16' CONC. KNOCKOUT BLK W/ <br />2 x 4 SYP"2 x12' LONG SCAB 9 EACH 1 05 ROD CONT. FILLED W/ GROUT <br />RBC CLIP W/ 10d a 3' O.C. <br />SIMPSON RBC tv 311 W/ (o-10dx1 1/2' <br />NAILS INTO TRUSS BOTTOM NOTES: <br />CHORD/SCAB 4 (3)1/4'x2 3/4' TITEN SCREWS INTO MASONRY_ 1) SEPARATION WALL IN THE ROOF <br />(TYPICAL ON BOTH FACES OF WALL) SYSTEM PROVIDES 2-HR5 PROTECTION <br />PER GA ASW1000 <br />2) MASONRY WALL PROVIDES 2-HR6 <br />8'x8'Xib' CONIC. KNOCKOUT BLK PROTECTION PER UL-U905 <br />W/105 ROD CONT. FILLED W/ GROUT <br />-(U'5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN FOR LOCATIONS) <br />4'x4' INSPECTION PORT AT <br />6x6 WI,4xWIA WWF EACH FILLED CELL TYPICAL <br />if <br />---�--—--�---- D-- :t <br />(2) 45 CONT. \ /\\//\\/ /\ \\ STD - 'BOO HOOK <br />8' 16' 8' (SEE DETAIL) <br />,ALT. FIRE WALL DETAIL AT COMMON WALL IA <br />SCALE:3/4'=1'-0' 33 <br />REFER TO A/53 FOR <br />INFORMATION NOT SHOWN. <br />° <br />4' <br />8'x8'x16' CONIC. KNOCK OUT <br />BLOCK W/ (U S ROD CONT, <br />IN FILLED SOLID GROUT <br />OL 9'-4' A.F.F. <br />WCONC. BLK <br />TYPE 'S' MORTAR <br />(U 05 VERT. IN FILL CELLS <br />(SEE FOUNDATION PLAN <br />FOR LOCATIONS) <br />,-4'x4' INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />> <br />13xl6 CONT. FOOTING W/ <br />(2)45 CONT, ON 3' CHAIR <br />DOUBLE C" IJ WALL SECTION t C <br />SCALE:-/4'=1'-O' 53 <br />-(2) LAYERS I'x24' PROPRIETARI <br />TYPE 'X' GYP. PANELS <br />INSERTED BETWEEN 2' FLOOR 4 <br />CLG. RUNNERS W/ 2' STEEL H <br />STUDS BETWEEN ADJACENT <br />PAIRS OF GYP. PANELS. <br />2X4 BLOCKING W/ (2) 10d TOE <br />NAILS a EACH END <br />FIRE CAULK 15 LB ROOFING FELT <br />(SHINGLES) <br />2' CLG, l/16' O.S.B. SHEATHING UMO. <br />RUNNER 4FIRE RESISTANT 055 1116' <br />SHEATHING 4' ON EA_ SIDE OF <br />WALL NOT STAGGERED OVER <br />PARTY WALL <br />" MIN. GAP / n \ <br />BURN CLIPS AS PER FIRE WALL <br />MFG. SPECIFICATIONS NAILED <br />INTO TOP/BOT. PLATE ONLY <br />EACH. SIDE OF STEEL 'H' STUD <br />PRE ENGINEERED ROOF TRUSS <br />PERPENDICULAR TO WALL is 24, <br />O.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. T O.C.CEILING, 8' <br />O.G. WALLS 4 4' O.G. EDGES <br />-MOISTURE BARRIER <br />USP PTA20 9 END OF TRUSS W/ 10-10d <br />x 1 1/2' NAILS INTO TRUSS 4 4' <br />EMBEDMENT INTO CONCRETE (NOTE: <br />INSTALL HTAI PRIOR TO <br />INSTALLING THE PROPRIETARY <br />PANELS <br />(1) 45 VERT. IN FILL CELLS (SEE <br />FLOOR PLAN FOR LOCATIONS) <br />- (1) S VERT- IN FILL CELLS (SEE <br />FOUNDATION PLAN FOR LOCATIONS) <br />4'x4' INSPECTION PORT AT <br />II WIAxW1.4 WWF EACH FILLED CELL TYPICAL <br />a <br />\/ // \ <br />(2) "5 CONT. \ STD. 90° HOOK <br />8' 16, 8' (SEE DETAIL) <br />1ALT, FIRE WALL DETAIL AT COMMON WALL <br />P.T. 2x4 1/2" GYP. BD. <br />50LE PLATE HOLD GYP. BD. <br />1/2" FROM 5LAB <br />01011- GONT. BEAD SEALANT <br />SCALE: 3/4' = I' -O' <br />-41 2X 5TUD5 @ 24" O.G. U.N.O. <br />a �d. <br />CONCRETE NAILS INTERIOR CARAH <br />N 4' " EMBEDMENT @ 12" O.G. <br />STAGGERED, FROM BOTTOM 1/2" GYPSUM WALLBOARD U.N.O. <br />PLATE TO CONCRETE W/ DRYWALL 5GREH5 ® 5"O.G. <br />(MIN. SHEAR 180#, <br />MIN. TENSION 120#) RII (MIN.) U.N.O. <br />GONT. BEAD SEALANT <br />CONCRETE 5LAB <br />�Z 6x6HIAxNIA <br />— — — — T �A WHF OR FIBERME5H <br />69 BARIRIERPOR A:,\/�,\/��\Y//\///� m <br />(1) #5 5TEEL (GONT) <br />ON GHAIR5 <br />INTERIOR WALL SL,'AB STEP NON -BRCS. K< <br />SEE TYP. HALL SECTION FOR <br />ADDITIONAL SLAB INFORMATION. <br />5GALE:3/4"=1'-O" 53 <br />b F'a- v <br />'g u j 1, fs, <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax: 813.645.9698 <br />www.danscoengineer ng.com <br />CA 25948 <br />� o <br />o <br />Ln <br />w <br />z CID�Ln­q <br />jo1� <br />ziD Q� <br />C M 00 <br />Q O 1 00 <br />z <br />°° <br />z w E <br />di <br />W <br />z <br />O <br />0 <br />F_ <br />W v <br />W Z <br />= w <br />0 <br />� � <br />U <br />w <br />02 _ <br />Z <br />Q <br />3 0 <br />0 0 U <br />Z <br />Q � <br />F <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND <br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS <br />COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING <br />CODE, SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE -C' ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT=1-0.18( WIND ZONE (2004 EDITION, <br />INCLUDING 200S & 2000 SUPPLEMENTS(. <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE T IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />VERSION NO. 1.00 / 06.14.07 <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. #66715 <br />ENGINEER SEAL: <br />JUL 0 3 200 <br />SHEET TITLE: <br />SECTION, DETAILS, NOTES <br />(MONO) <br />SHEET INFORMATION: <br />JOB NO.: 270757 <br />DATE ISSUED: 06.14.07 <br />DRAWN BY: TJB <br />REVIEWED BY: DZ <br />S3 <br />M <br />z_ <br />J_ <br />D <br />m <br />M <br />N <br />O <br />N <br />I <br />N <br />Ln <br />00Ir- <br />Tf —I— — 1F — —— — IJ >i <br />