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78 <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.) 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 <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 />REQUIREMENTS SEE R905.1.1 <br />2x #2 SPF STUDS <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />.PRE ENGINEERED WOOD <br />1/2" GYP. WB (MIN.) @GARAGE SIDE IF z <br />TRUSS @ 24" O.C. U.N.O. <br />APPLICABLE. <br />HURRICANE ANCHOR @ EACH <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />@ 6" MAX FROM END OF 2 x PLATE E <br />METAL PL. UNDER EA. TRUSS <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />MOISTURE BARRIER <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />SHINGLE ROOF, SHINGLES TO <br />° e <br />-71 <br />BE IN ACCORDANCE w/ ASTM <br />e <br />D7158-CLASS G or H, or ASTM <br />— D I <br />D3161-CLASS F, IN _ <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING - <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL _ <br />- ROOF SHEATHING - SEE 8 <br />SCHEDULE - [RSH] - ON <br />FRAMING SHEET FOR TYPICAL INTERIOR BEARING <br />SHEATHING AND FASTENERS <br />ELEV. VARIES WALL W/ OUT UPLIFT <br />0� SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <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 />L-7z <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"1 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 />a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />= <br />DECO FINISH 4" to 6" <br />'FIBERMESH" <br />BELOW GRADE <br />4* <br />' <br />--- <br />L F <br />Z <br />� � <br />M <br />CNN . <br />° <br />Ib <br />6 MIL VAPOR <br />z <br />;- <br />BARRIER <br />_- <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />.ffl4 <br />- <br />MODIFIED PROCTOR <br />- <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR GONT. <br />ON CHAIRS TYP. <br />1'4" (1 STORY) <br />STD. 90 NOOK (SEE <br />U.N.O. <br />4„ <br />V-8" (2 STORY) <br />DETAIL ) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-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 />BLOCK WALL BEYOND <br />14 O.H.D. RECESS = <br />-v <br />�i z <br />SEE A/S3 OR --litH�" FLL9 <br />FOR REINF. INFO, 3" MIN. CLEARANCE <br />1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' " (2 STOR ) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />GG <br />S3 <br />8"1 NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP B <br />SCALE: 3/4"=V-0" S3 <br />2x <br />S.P.F. <br />STUDS <br />@ 16" <br />O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />I <br />I <br />1"x P.T. STUD <br />= <br />I <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR <br />N <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />I <br />I <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />I <br />I <br />W/ 00)10d NAILS <br />TYP. I 2x P.T. PLATE <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL z <br />FOOTING MONO SHOWN <br />FOR CLARITY 00 <br />1 <br />z <br />NOTE: - �, i- 2 <br />*FOR BEARING WALL - <br />CV <br />a -4 <br />W/ UPLIFT ONLY - _. - <br />I ill �i Il =III I. ill— .I <br />I <br />FRAME WALL TO C.M.U. WALL CONNECTION rD <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4 <br />° ° =v GRADE <br />;0 — — — a ! — <br />1 6 _ ° (1) #5 REBAR w/ OPT. <br />TT� SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />—t r-O.H.D. RECESS <br />II .. - - <br />li�llr <br />II�II �Q. <br />1 �Ih H 5:5 <br />SEE A/S3 OR J/S6 LI t �J1 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'-4" (1 ST RY) <br />1'-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS ,J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING - <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS -� <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />E <br />_ _ ° ° <br />N v . — — <br />e <br />M o ° .� <br />6 MIL VAPOR BARRIER I> ° e <br />.• <br />e <br />I I I I I I I I <br />I I I I I I I I <br />I I I I I I I I <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH <br />SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW <br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. <br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR <br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING <br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ -----SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl (10)10d NAILS <br />2"=x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />A.F.F. OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL i� 6 x 6 W1.4 x W1.4 <br />O.C.) 2 ATTACHMENTS 2" <br />� WWF OR FIBERMESH WWF OR FIBERMESH <br />ELEV. 4-3 1/2" z 31/2" MIN. 31/2"MIN. I <br />A.F.F. <br />w <br />N = IIIe e - �, 1/2"(min.)-4" _ o �. e ��+ - -T 31/2"(min.I <br />00 p •. 00 r,� P - r �•. <br />■■ten N <br />• <br />• - • <br />r <br />PGS 1�0 SEG <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2X PT PLATE <br />20"MIN. LAP [24' MIN. LAP] <br />#5 REINFORCING <br />WEEP SCREED INSTALLED <br />BAR <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE °O <br />25"MIN. LAP [30"MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />- <br />#5 REINFORCING BAR <br />R 1 7/8" <br />_ <br />2 <br />#5 LAP SPLICE <br />u--v■:-1,■—u—:■■—au-11 <br />. • - • • - •=II.�II�11�11 11=11�11= <br />u�il�ll�n1 .11.-11�1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-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 SEALAIN <br />•:' ¢ INTERIOR <br />°.. -31/2 <br />4 . j, <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 />E_ <br />n CV � — — <br />M 6 MIL VAPOR - <br />BARRIER <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br />-2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />�1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />-INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />E� <br />6x6fflAxW1.4 Zvi <br />WWF OR FIBERMESH <br />A 1 <br />K <br />S3 <br />w� �W� ��.��aiiv �i��� v�►�� �i.+�-t <br />liiq� pi <br />• • - • • <br />A. <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. " <br />SEE PLAN FOR <br />TOP OF BEAM <br />(2) HTS20 <br />z <br />rn O <br />w � <br />J <br />W <br />o w <br />w <br />cn <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />0'-0" FIN. FLR. <br />u= Ig=�n-yu r•r-u d II II <br />III ;•'�I� I�I�II II II II II I� 11 II III: <br />Am <br />. . <br />SCALE: 3/4"=1'-0" <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 ° <br />U <br />In e. <br />a — to . <br />w ° D e <br />(2) #5 CONT. =1 If <br />ON 3"CHAIRS 8" 1'-4" <br />(TYP.) <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (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 _ <br />WWF OR FIBERMESH M E <br />e <br />r r. <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT <br />rG <br />SCALE: 3/4"=V-0" S3 <br />VARIES <br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />FOR TRUSS <br />CONNECTION INFO <br />° <br />& LAYOUT DESIGN <br />SEE ROOF PLAN <br />c <br />n e <br />FOR STRUCTURAL <br />r- <br />E _ <br />41 <br />M c <br />BEAM SIZE & <br />4 <br />CONNECTION INFO <br />° 8 <br />-2x4 #2 SYP P.T. FRAMING w/ <br />- <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 <br />g�� <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />-6x6 P.T. #2 SYP <br />SLAB INFORMATION. <br />-ABU66 <br />SLAB STEP & RECESS S.G.D. rm <br />SCALE:3/4"=1'-0" S3 <br />- SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS <br />� MASONRY WALL AND <br />AT 8" O.C. <br />PAD FOOTING <br />I <br />I <br />-TRIM PER PLAN <br />8" MASONRY WALL <br />I I I <br />-- <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />I <br />I <br />MAT REINFORCING. <br />SIZE VARIES PER PLAN <br />i <br />- <br />w/ MIN. 2 #5 VERTICALS—j <br />I0 9 <br />GRADE- <br />FILLED SOLID SEE PLAN FOR <br />( <br />SIZE AND REINFORCEMENT) <br />• <br />__ <br />z= <br />Q- <br />- �. <br />- w�♦ <br />1 _ _ V <br />-BRICK PAVERS or SLAB PER <br />O <br />O o `n = <br />! • • •. <br />z <br />- z_ <br />COMMUNITY SPECS <br />" <br />jr <br />FOOTING U <br />-- ' � BEYOND <br />,, _ ..• . PAD REINFORCEMENT 3" MIN. CLEARANCE <br />,.K se FOUNDATION (SEE SCHEDULE) <br />ColvF. PAD INFO. FOOTING WIDTH <br />+' SEE SCHEDULE <br />TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILKN <br />SCALE: 7/4" - T-0" <br />SCALE: N.T.S. S3 <br />el <br />N <br />N <br />CtL'� <br />� W <br />�� a <br />C 4m t., N <br />-cox <br />H C W d <br />-- 44 O a <br />N O <br />4 � N <br />rL_� <br />b <br />3 <br />ira <br />� W w a <br />U Q1 <br />� C O <br />? GC •A A <br />E <br />ry b <br />q„ U <br />;�e�i�llulurrr iii <br />. GIN •. <br />U C10 411, (ft f2 <br />'����/i•��'�fiSS10t41, 0� <br />���/rtrrrrtt����►���� <br />To the best of the Engineers knowledge, informal and belief, <br />the structural plans and specifications Contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal, <br />v <br />(a <br />c, 6 2) <br />9 <br />y^l ok <br />� J <br />d! <br />a� <br />M OM LL <br />J <br />U. W <br />z <br />-9 LL <br />W o <br />L4 ° <br />W <br />- i 0 <br />i� . m S <br />z <br />LL <br />J <br />M Z d <br />N <br />OU N <br />z <br />W <br />z <br />z <br />Q <br />U) <br />a. <br />V) <br />�4-J <br />z <br />c_o <br />0 <br />w <br />l!1 <br />c <br />7 <br />c <br />w <br />J <br />v0—i z <br />n p <br />as <br />W& <br />z <br />o E <br />ZNc <br />C <br />CU <br />J <br />iZ <br />y�r <br />N <br />ge <br />�6 <br />LW <br />U <br />w <br />�LL <br />�w <br />�N <br />�M <br />= <br />CL- <br />a <br />c� <br />L' <br />0 <br />00 <br />co <br />c <br />O <br />ti <br />� T <br />0 <br />GV <br />Ill <br />(n <br />a <br />o <br />a. <br />Q <br />4-0 <br />4-0 <br />N <br />�-' <br />0) <br />04 <br />LO <br />o <br />N <br />O <br />Q r <br />Lo— <br />LN <br />0) = <br />r <br />.. <br />z <br />Z <br />O <br />a <br />U J <br />v` a3 <br />Q O <br />c <br />JOB <br />NO: 22-12484-12481 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3M <br />