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E <br />CL <br />CS <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 />17TTY-P-J-1 VARIES <br />INSU <br />5/8" OR 1/2" HIGH <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE i'l @ 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 />V <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16' O.C. W/ (2) <br />10'-0" (R302.1 1) <br />-FOR UNDERLAYMENT <br />16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 <br />1/2' GYP. WB (MIN.) @ GARAGE SIDE IF <br />,PRE ENGINEERED WOOD <br />APPLICABLE. <br />TRUSS @ 24- O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & <br />-HURRICANE ANCHOR @ EACH <br />@ T MAX FROM END OF 2 x PLATE . E <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3r" <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 />A <br />-SHINGLE ROOF, SHINGLES TO <br />A a <br />A <br />BE IN ACCORDANCE w/ ASTM <br />fill <br />t> <br />t> <br />D7158-CLASS G or H, or ASTM <br />. ti <br />D3161-CLASS F, IN <br />A <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />1 <br />1 <br />RESIDENTIAL <br />8. <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />rG G <br />ELEV. VARIES 011L <br />SEE TYP. WALL SECTION <br />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"l 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 />1 x2 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 />3 1/4" BASEBOARD <br />PORT AT EACH <br />�S <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />co <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />W <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6XI <br />/-NOTE:EXTEND <br />WlAXW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />zill. <br />;0 <br />OP <br />6 MIL VAPOR <br />;2� <br />BARRIER <br />C%4 <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />1'4' (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4" <br />V-8"(2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />� �A <br />SCALE: 3/4"= V-0" <br />11 �, <br />OPT: DEPRESS SLAB 5 XF <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />O.H.D. RECESS <br />P AVERS� <br />L <br />411 <br />OP <br />SEE AJ/S3 OR J/S6 <br />FOR REINF. INFO. <br />MIN. CLEARANCE <br />1.�" <br />(1 STOR") <br />V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1 `�" <br />(2 STOW) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />7VI'll -r,/AF 7/)_ <br />\-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH ' Ak 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />YP "i @ <br />(U.N.O.) (OR %" GYP. T 'PE I/ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR Y8' GYP. TYPE "X' @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />ABOVE) 7 SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE 7VCONNECTIONS. CONNECTIONS. <br />8"x8"x1 6" NOM I NAL BLOCK WITH TOP PLATE S.P.F. DOUBLE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE <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 ,--2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"* x 10" "J" BOLT @ 24" O.C. W/ ,.,--2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 Oill-O" (R302.1 1) 2'l PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"l 2" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ INSULATION 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"0. W1 IMPSON SP1 w/ (10) 10d NAILS I SIMPSON SP1 w/ (10) 1 Od NAILS <br />2"0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. U-0" (ALT: 1/2"xl 2" TITEN H D @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE <br />AIK INCLUDE THE WALL <br />\4F O.C. OR 5/8"xlO'WEDGE ANCHOR 6 1 x W1.4 6 x 6 W1.4 x W1.4 <br />A.F.F. x W .4 <br />211 <br />@ 24" O.C.) 21' F OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH <br />z 31/2"MIN. 31/2" MIN. <br />ELEV. 4-3 1/2",l <br />A.F. F. <br />2x4 CONT7��/" o <br />U_ <br />1/2"(min.)- 4" 1 "(min. - 4" <br />C14 z 01 t. <br />;0 <br />(312 (mv: �in.). - 4 .4" <br />�31/2 min.)' <br />GARAGE DEPTH VARIES <br />RO <br />X. <br />0 <br />M <br />TR <br />L, <br />'FB <br />EA <br />SE <br />CO <br />O.C. w/ <br />C <br />Fv �2 <br />-IL'ITM <br />�L�o - - (2) #5 CONTI 'gig <br />(2) #5 CONT. 41' 1-41 <br />41' V-44" 8" U.N.O. MIN <br />GARAGE SLAB AT STEP B� U.N.O. MIN. TYPICAL BEARING WALL @ STEP <br />TYPICAL BEARING WALL 0 STEP (ED SHEARWALL (�� <br />SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=1'-0" �, S3 ) SCALE: 3/4"=1'-0" S3 <br />1/2H OR 7/16"OSB MIN. PLYWOOD SHEATHING <br />,cs <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. S S 1 O.C. <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />- 2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />0& <br />X, bos <br />%10 <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />C <br />2x BLOCKING HORIZONTALLY@ <br />EXTERIOR WALL <br />8" C M U <br />FORM SUBMITTED WITH PERMIT <br />INTERVALS NOT EXCEEDING <br />TUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />NOTE: <br />SEE SECTION C/S3 FOR <br />10'-0" (R302.1 1) <br />�//__Vi' <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10'-0' (R302.1 1) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />SEE CC/S3 OR <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2' GYP. WB (MIN.) @ GARAGE <br />G/S3 FOR ANCHOR <br />"J" <br />5/8"* x 1 0""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 HOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />all <br />10d NAILS <br />5/8"DIA. EXPANSION BOLT @24 <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD <br />2x P.T. PLATE <br />O.C. W1 7" EMBEDMENT (MIN. SHEAR <br />WALL SEE GG/S3) <br />(6) 1/4"x3 1/4" TAPCONS <br />MIN. 2500 PSI CONCRETE SLAB W/ <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 />X <br />SPACEANCHOR <br />:FROM <br />3500#, MIN. TENSION 2600#) <br />*SIMPSON SP1 <br />SPACED EVENLY <br />FIBERMESH <br />BAR <br />_j <br />BOLTS 6" MAX <br />6x6W1 ' 4 x W1.4 <br />w/ (10) 10d NAILS <br />P.T. PLATE <br />WEEP SCREED INSTALLED <br />x tD <br />T <br />END OF 2" x PLATE <br />WWF OR FIBERMESH <br />TYP. <br />\j <br />-.,-2x <br />ASSUMED FINISHED <br />E <br />PER MFR INSTRUCTIONS <br />"."-#3 OR #4 REINFORCING BAR <br />Pi <br />�GRADE <br />X_ <br />!Z�! I . .. . <br />j <br />#3 & #4 LAP SPLICE <br />"Si <br />47 <br />:3 <br />FINISH GRADE ;0 2 <br />25- MIN. LAP 30- MIN. LAP] <br />:Y= <br />Y_ 60kSIj <br />U) <br />MONO OR STEMWALL-1--1 <br />FOOTING MONO SHO WN <br />;0 <br />I Ii - F <br />F__ <br />3!T'l Y";," wxl�ly 71� <br />Uj <br />W <br />A <br />FOR CLARITY <br />6 MIL VAPOR B;AR�RIER A. <br />_R� <br />#5 REINFORCING BAR <br />R 17/8" <br />2� <br />#5 LAP SPLICE <br />(2) #5 CONT.- <br />NOTE: <br />36- MIN. LAP [36 MIN. LAP) <br />ON 3" CHAIRS <br />*FOR BEARING WALL <br />COMP. SOIL. (COMPACTED TO <br />(TYP.) 8" Vi <br />811 <br />W/ UPLIFT ONLY <br />95% MODIFIED PROCTOR ASTM <br />10" <br />I dd _:ml <br />D1557) <br />4 1141, <br />_--#6 REINFORCING BAR <br />#5 STD. 90 HCYOK <br />I W, <br />#6 LAP SPLICE <br />TYPICAL INTERIOR <br />BEARING <br />FRAME WALL TO C.M.U. WALL CONNECTION rD <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />rE"� <br />SCALE: 3/4"=11-011 �3 <br />REBAR DETAILS <br />SCALE: N.T.S. <br />rF <br />�3 <br />WALL wl UPLIFT G� <br />SCALE: 3/4'1 S3 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" '\, S3,) <br />SLAB INFORMATION. <br />SLAB INFORMATION. <br />iii <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />44- GRADE <br />ilig 14110 <br />Ig = H 0-- --; I <br />MIN. <br />THICKENED SLAB EDGE rT <br />SCALE: 7""" � S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS <br />CV) <br />o? <br />4" <br />SEE Al OR JIS6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STC RY) <br />V-8" (2 S12RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 <br />ADDITIONAL INPORMATION. <br />1/2"GYP. BD. <br />PT 2x <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEAL0 <br />"F'o'-o" <br />., A < <br />INTERIOR <br />-3 1/2" ot <br />4 <br />CONCRETE NAILS W 11/2 <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN, SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB--,,, <br />C? <br />6 MIL VAPOR <br />BARRIER <br />EE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS I - <br />A <br />AT 24" O.C. MAX. <br />----------------- iiii CONNECTION INFO <br />SEE PLAN FOR jk & LAYOUT DESIGN <br />TOP OF BEAM 'IV <br />A NJ` <br />SEE ROOF PLAN A A <br />I ci <br />(2) HTS20 UCTURAL . . I . F <br />FOR STIR 4f <br />BEAM SIZE & <br />.4 <br />CONNECTION INFO <br />/-,lx4 P.T. 2x4 #2 SYP P.T. FRAMING w/ <br />'TE SEE A/S3/J/S6 <br />/,�,MS6.". MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. <br />z ATTACHED PER NAILING <br />(n 0 OPTION #1 <br />!�! SCHEDULE <br />COLUMN LOCATION = * SEE TYP. WALL SECTION FOR ADDITIONAL <br />SEE PLAN FOR STRUCTURAL SLAB INFORMATION. <br />_j <br />LU <br />COLUMN SIZE AND BASE <br />U.1 <br />III <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />(@ S.G.D. <br />M <br />Cn <br />SCALE: 3/4"=1'-0" \ll �3 <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 <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />1 7 <br />4 � <br />1 <br />AT 8"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 />EXTEND FILL CELLS <br />W/ DRYWALL SCREWS @ 8"O.C. <br />TO FOUNDATION PAD E!�t <br />INSULATION PER CHART <br />z <br />0 <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. Q <br />ON FLOOR PLAN <br />Cn <br />LU <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />x <br />< <br />< <br />a� <br />w/ MIN. (2) #5 VERTICALS <br />z <br />005 <br />gRAQ <br />> <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 C14 <br />Uj <br />Uj <br />SIZE AND REINFORCEMENT) <br />LU <br />Z M <br />_j 1 1 1 <br />WWF OR FIBERMESH <br />Uj <br />Uj <br />a. W <br />LU <br />.4 <br />/-BRICK PAVERS or SLAB PER <br />Uj <br />on <br />LL <br />z <br />< <br />CJ <br />0'-0" FIN. FLR. <br />COMMUNITY SPECS <br />< <br />-uj <br />BEYOND <br />PAD REINFORCEMENT-) <br />"MIN. LEARANCE <br />S E FOUNDATI <br />(SEE SCHEDULE) <br />FOOTING <br />IDTH <br />141114" CONC. PAD INFO. <br />SEE SCHEDULE <br />11% iit - ;0 T7. 17;! <br />INTERIOR WALL SLAB STEP NON -BRIG. rK TAPERED CO�OMN FRAMING f'C*D�12 PATIO COLUMN FTG. DETAIL N <br />SCALE: 314- V-1)"k <br />SCALE: 3/4"=V-0" �3 SCALE: N.T.S. l �3 <br />C2 <br />cill ell) <br />ct <br />40 <br />F <br />CC <br />F_ <br />I if <br />x00 <br />jko tv <br />Y_ <br />E <br />0. 0 <br />Cj <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residenbal <br />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 />a <br />W <br />Cb <br />0 Co <br />ni _j Lu <br />LL a. <br />-6 ; aw i <br />-00 <br />W <br />0 <br />z <br />< <br />do <br />z <br />W 013 <br />CD <br />v) Z <br />4-J <br />LLJ <br />0 LU <br />ILI) <br />V) <br />l­ <br />U <br />LL, <br />U <br />< 53 t. <br />C:, <br />E <br />0i <br />25 <br />0 <br />E <br />a <br />zCL <br />c:i E <br />M <br />t <br />.0 <br />z <br />CO <br />iz (L) <br />29 <br />0 <br />W <br />L) <br />C> <br />0 <br />.2 0 <br />U') <br />< <br />L0 <br />M <br />0 <br />CL <br />F- <br />cle) <br />co <br />l <br />:3 LO <br />Lr) <br />a <br />im <br />M <br />U) <br />< <br />04 <br />0 04 <br />6 <br />U_ Q <br />"It to <br />LO <br />< 0 l <br />LC) <br />T_ <br />E <br />0 <br />z <br />z <br />E <br />CC <br />0. <br />0 <br />0 < <br />JOB <br />NO: 22-12368 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />- '110 <br />