Laserfiche WebLink
-_LL- I - 11 - 1 11rm „ Ral]amR ±ReSIR I411!'=!HIRR 9'N� I! 1 1 , 1 I 1 I I <br />!R I ' 11 <br />, It lr <br />3 <br />v <br />W <br />I <br />N <br />i <br />Q <br />N <br />v <br />0 <br />3 <br />0 <br />1 <br />N <br />M <br />N <br />0 <br />O <br />C <br />Cr <br />L <br />0 <br />3 <br />Q <br />M <br />O <br />i <br />li <br />E <br />E <br />0 <br />0 <br />i <br />a <br />0 <br />0 <br />3 <br />tZ <br />N <br />O <br />u7 <br />1L <br />a <br />I+M <br />O <br />LO <br />d <br />0 <br />s <br />0 <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />(TYP.) <br />TYP') VARIES <br />5/8" OR 1/2" HIGH—� <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS I <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />FOR UNDERLAYMENT <br />2x #2 SPF STUDS <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />V <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />.PRE ENGINEERED WOOD <br />APPLICABLE. <br />, <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />MOISTURE BARRIER <br />1. .D ° <br />SHINGLE ROOF, SHINGLES TO <br />e . ° <br />BE IN ACCORDANCE w/ ASTM <br />-I I=I I I— I=I °' ° I I C? <br />D <br />ITI I I <br />D7158-CLASS G or H, or ASTM <br />-I I C o • I <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <br />_I�� I� _ ° I' <br />R905.2.6.1, FLORIDA BUILDING�- <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />�1 <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <br />-ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />-8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />-ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.-/ <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />n <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />C <br />CV <br />0 <br />D <br />6 MIL VAPOR <br />D <br />Z <br />r <br />BARRIER <br />1 <br />D <br />CN <br />COMP. SOIL. <br />m <br />A <br />T <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />ON #5 R CONT._/1'-4" <br />ORS TYP. <br />CHAIRS <br />(1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4!! <br />1'-8" (2 STORY) <br />DETAIL ) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-0° <br />S3 <br />OPT: DEPRESS SLAB 5 Y" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />LOAD BEARING ( <br />EXTERIOR WALL <br />SEE CC/S3 OR <br />G/S3 FOR ANCF <br />BOLT INFO. <br />(IF NO UP LIFT <br />WALL SEE GG/: <br />*SIMPSON SP1 <br />w/ (10) 10d NAIL <br />TYP. <br />MONO OR STEMVI <br />FOOTING MONO: <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING W, <br />W/ UPLIFT ONLY <br />8"x8"xl6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />rVl <br />a❑ <br />I <br />GARA( <br />I <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />5/8"OR 1/2" HIGH STRENGTH - ` <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7116" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />2"°4/16" PLATE WASHER (TYP.) <br />�" "' "" (ALT: 1/2"x12" I ITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2" <br />31/2" MIN. <br />(2) #5 CONT. -/ <br />U.N.O. <br />TYPICAL BEARING WALL <br />"SHEAR WALL" <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH —� <br />`-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />(12)10d NAILS <br />U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"°016" PLATE WASHER (TYP.) <br />NOT EXCEEDING 1V-0" (R302.11) <br />(ALT:1/2"x12" TITEN HD @ 24" <br />INSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />INSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w/ (10)10d NAILS <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />INCLUDE THE WALL <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />ATTACHMENTS 2" <br />WWF OR FIBERMESH <br />F111 M i--t <br />®R 1.11I�11�11 11 ■■ I <br />III�II� 11 1!; 911 yI11�111r�'Il�l II <br />�11= ��i1 II l 1�1 II 11 111 � 11�11�1 <br />1 2in.)- 4" <br />D SHEAR WALL C INU VV f CC <br />SCALE:3/4"=1'-0" S3 SCALE:314"=V-0" S3 <br />PC' •��E�S�GJ1� <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />\ M �W s <br />,o \11 J <br />INSULATION PER FBC AND ENERGY <br />�/ ca <br />81, C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/' <br />\ <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />d <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />"J" <br />5/8- x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />@ 24" O.C. VERT. OR <br />5/8" x 6"EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />(6) 1/4"x3 1/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR —� <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />•E <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />° ° ' <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. F�40ksiiijJFINISH <br />z <br />M <br />° <br />o . D. <br />GRADE °O <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. F <br />°O <br />6 MIL VAPOR BARRIER I <br />� ° ° <br />- I <br />°° <br />R 1 7/8" <br />45 REINFORCING BAR <br />#5 1 AP ;PI IrF= <br />e <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM <br />D1557) rrr�'s <br />4„ 1'4" <br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />° ° " GRADE <br />co7. • <br />_ (1) #51REBAR w/ OPT. <br />' 4I 01101M, I I I 1 CREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND EXPANSION JOINT I <br />BLOCK WALL BEYOND <br />_ <br />14" 13' <br />O.H.D. RECESS z O.H.D. RECESS <br />N � <br />C _ <br />M e . <br />•11 I ". I h <br />SEE A/S3 OR J/S 6 --1 LVTI I Iq 5LLIT <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR <br />GARAGE DOOR SLAB RECESS rj-J� <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE A/S3 OR J/S6 J -' L I ��! ! , UP <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STC RY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0° J CONT. BEAD SEAMM <br />;.A INTERIOR <br />CONCRETE NAILS W 1 1/2' <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />^ m •e <br />C <br />— <br />M 6 MIL VAPOR -_ <br />BARRIER <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />W D <br />U <br />� <br />m ° . <br />a — <br />uj <br />-r- ° ° <br />Cn <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'4- (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6W1.4xW1.4 N <br />WWF OR FIBERMESH <br />=ll'l�III <br />�nl�n urn <br />(2) #5 CONT. =1 I Fall I I 1 <br />ON 3" CHAIRS <br />8 1-4 <br />10" <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT G <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />VARIES <br />SEE PLAN <br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1,4 <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD > <br />FOR TRUSS <br />° <br />AT 24" O.C. MAX. " " CONNECTION INFO <br />SEE PLAN FOR <br />&LAYOUT DESIGN <br />TOP OF BEAM <br />- - <br />SEE ROOF PLAN <br />c <br />° Q, ' c ° ^ <br />(2) HTS20 <br />FOR STRUCTURAL <br />-' <br />T <br />a E <br />BEAM SIZE & <br />N <br />a <br />CONNECTION INFO <br />c i <br />° � <br />2x4 #2 SYP P.T. FRAMING w/ <br />- - <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 *n � T•r-r� 8„ <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />0 <br />SCHEDULE <br />ac <br />¢ <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />g w COLUMN SIZE AND BASE <br />o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M <br />SCALE:3/4"=V-0" S3 <br />-2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />° l <br />O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />�:-1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL <br />^ <br />EXTEND FILL CELLS <br />W/ DRYWALL SCREWS @ 8"O.C. <br />TO FOUNDATION PAD _ <br />-INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />Cl) <br />CONT. BEAD SEALANT <br />a <br />> <br />w/ MIN. (2) #5 VERTICALS <br />oo ? <br />� <br />GRAD <br />.E m <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 ;I <br />w <br />SIZE AND REINFORCEMENT) <br />C7 LU <br />• <br />WWF OR FIBERMESH �, <br />1= a w 0 <br />v <br />a <br />1 - - - <br />0'-0" FIN. FLR.ri <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />0 o LU "' _ <br />`L <br />• • <br />• • <br />- z a <br />" w <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />SCALE:3/4"=1'-0" �"S'l <br />OOTING v <br />BEYOND <br />PAD REINFORCEMENT 3"MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL K'N� <br />SCALE: N.T.S. S3 <br />M <br />O <br />tL'l <br />a> <br />9 <br />O <br />o� <br />a c` o <br />�o <br />N p O CO <br />d <br />32 W <br />m <br />::= a <br />3 <br />i° i <br />.d W <br />A a <br />d C.i <br />i <br />0 <br />w <br />la W <br />.. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />u <br />G <br />Lo <br />N Go <br />d ao (V N Go <br />jo <br />cnn� <br />Q <br />13 <br />N O :0, <br />� M � J <br />JLLu_ , W <br />a <br />a Y <br />Z <br />cin <br />2 1.-0 <br />W <br />LLZ <br />IL <br />6 m . <br />coLo MZ J J <br />zU <br />N <br />d <br />w <br />W <br />0 <br />❑❑ <br />z � 8 <br />z <br />z <br />Ln <br />z M <br />Q) <br />LL <br />I� <br />Lu <br />w M <br />� <br />V <br />0 <br />w s <br />IN <br />c d <br />w <br />® <br />J <br />r--- E <br />I <br />o <br />N <br />Sm <br />o <br />to <br />z< <br />w <br />M <br />J <br />� <br />Z <br />f <br />u <br />E <br />=o <br />o o <br />> <br /><" <br />Q <br />EL <br />E V <br />w� <br />z® <br />oa <br />o° <br />CL <br />CD� <br />�< <br />�z <br />Z�� <br />i <br />i C� <br />z� <br />Z <br />m 0) <br />�m <br />aw <br />z <br />o <br />o <br />m <br />�o <br />�o <br />az <br />sG <br />11 <br />J= <br />J <br />o <br /><T <br />yo <br />to <br />a <br />C <br />.EO <br />>L6 <br />O <br />ai <br />0 <br />L <br />co <br />t <br />LO <br />D <br />Ln <br />_ <br />Q <br />r <br />Co <br />T' <br />m <br />04 <br />L0 <br />O <br />O <br />C') <br />> <br />LO <br />LO <br />0000 N <br />T <br />Q <br />(^� <br />c") <br />o <br />Z <br />E r <br />cc <br />a <br />c� <br />v <br />¢ 0 <br />c <br />3 <br />JOB <br />NO: <br />23-06115 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />