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ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'4" (R302.11) <br />16d TOENAILS T & R <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD <br />APPLICABLE. IT <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .,g <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE E <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 />> > a <br />SHINGLE ROOF, SHINGLES TO <br />a . ° <br />BE IN ACCORDANCE w/ ASTM <br />- `► <br />- °' t> T <br />D7158-CLASS G or H, or ASTM ; <br />D3161-CLASS F, IN ° <br />12 ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDINGS - <br />�P) VARIES CODE 7TH EDITION (2020) _ '- <br />RESIDENTIAL 8" r <br />ROOF SHEATHING - SEE <br />INSULAnON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" <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 />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.-/ ur <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 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 NOTE:EXTEND <br />W1.4MA WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />C'i <br />• <br />6 MIL VAPOR <br />BARRIER <br />_ D <br />(V <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. V-4" (1 STORY) <br />N CHAIRS TYP. <br />STD. 90 HOOK (SEE <br />4" 1'-8" (2 STORY) <br />U.N.O.DETAIL <br />U <br />) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5Y" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14' <br />—[�O.H.D. RECESS <br />PAVERSz <br />II �� <br />•, <br />JI <br />SEE A/S3 OR J/S6 T <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (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 />�V i iV i i V <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 5 „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (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 />S.P.F. DOUBLE <br />CONNECTIONS. ABOVE) CONNECTIONS. <br />8"16" NOMINAL 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 />4-L -- - - 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 10'-0" (R302.11) 7*0/16" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2'12" TITEN HD @ 24" <br />-- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR <br />4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD <br />SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS <br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS <br />2"*x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />T <br />ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL �� <br />r A.F.F, 2„ x 6 W1.4 x W1.4 ATTACHMENTS i2" �� 6 x 6 W1.4 x W1.4 <br />@ 24 O.C.) WWF OR FIBERMESH / WWF OR FIBERMESH <br />ELEV. -0'-31/2" Z 31/2" MIN. 31/2" MIN.tz <br />t <br />A.F.F. $ ° ° . <br />2x4 CONT. w <br />I <br />N P31/2"(min.)-4" -- 1/2"(min.)-4„ <br />oo ;0 _ <br />GARAGE DEPTH VARIES 31/2"(min. 4" _ ° �' 31/2"(m n) - <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />I I 1"x P.T. STUD <br />• I #5 VERT. IN FILLED CELL <br />SEE CC/S3 OR <br />N <br />G/S3 FOR ANCHTORt <br />BOLT INFO. <br />5/8'1 "J" BOLTS BOLT <br />I I <br />(IF NO UP LIFT <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />I I SPACED EVENLY <br />w/ (10) 10d NAILS <br />2x P.T. PLATE <br />TYP <br />ASSUMED FINISHED <br />Ael <br />' GRADE <br />MONO OR STEMWALL <br />Z <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />II <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />kt - <br />I I�, 1 Ili_ I� III III 1i �I III is III <br />FRAME WALL TO C.M.U. WALL CONNECTION D <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />SCALE: 3/4"=1'-0" <br />WWF OR FIBERMESH <br />�GRADE <br />�d11�1�11�11,11�11�11�,4 �1 <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 />O.H.D. RECESS E <br />SEE A/S3 OR J/S6 ` _I I I;9_IF4P <br />FOR REINF. INFO. Y MIN. CLEARANCE <br />1'4" (1 STORY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS ri <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 />(2) #5 CONT. 4" 1'-4" 8'r (2) #5 CONT. 4 TTP g^ <br />U.N.O. MIN. U.N.O. <br />TYPICAL BEARING WALL STEP C@ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC <br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 <br />SON,. 1 <br />PCS 1*9 <br />G��E <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1�M�NN�o 5 <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />2x BLOCKING HORIZONTALLY@ APPLICATION <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />10'-0" (R302,11) LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />" " MIN. LAP [24MIN. LAP] <br />20#5 REINFORCING <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />c <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />.p <br />`� <br />FINISH GRADE °O 2 <br />[GRADE 60 MIN. Fy= 60ksi] <br />Cl) p. <br />25" MIN. LAP [30" MIN. LAP] <br />6 MIL VAPOR BARRIER t> <br />- ° <br />R 1 7/8' —� <br />z <br />#5 REINFORCING BAR <br />° <br />- - <br />#5 1 AP SPLICF <br />COMP. SOIL. (COMPACTED TO - ° <br />95% MODIFIED PROCTOR ASTM <br />D1557) A EMHW� <br />4" 1'-4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />S3 I SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SCALE: 3/4"=V-0" <br />P.T. 2x 1/2" GYP. BD. <br />„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" CONT. BEAD SEALAh <br />• Q - <br />INTERIOR <br />°. -31 <br />a. <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 a <br />C <br />E <br />N ' I <br />M 6 MIL VAPOR - <br />BARRIER - <br />4" 1411 <br />INTERIOR WALL SLAB STEP NON -BRIG. <br />SCALE: 3/4"=1'-0" <br />-2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />a1/2" 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 />6x6W1.4xW1.4 <br />WWF OR FIBERMESH r, <br />e I 1 <br />K <br />S3 <br />REINFORCING•1 HOOK <br />#6 LAP SPLICE <br />.A. DETAILS (O'F� <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 IV <br />(2) HTS20 <br />z <br />w <br />� J <br />LU <br />o w <br />w <br />U) <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />w <br />z <br />0 <br />� <br />J <br />� <br />w <br />0 <br />W <br />W <br />" FIN. FLR. <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 o <br />U <br />(L =� p <br />uj <br />uj <br />U)i _ ° • <br />(2) #5 CONT. =11� <br />ON 3" CHAIRS <br />8" 1'-4" <br />(TYP.) <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 <br />WWF OR FIBERMESH r, E <br />�IT�11mom <br />�11--�11 <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=1'-0" 13 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />WWF OR FI ERMESH <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />B <br />FOR TRUSS <br />° <br />CONNECTION INFO <br />& LAYOUT DESIGN <br />SEE ROOF PLAN <br />a <br />� c -° `, ° ° o • a M c <br />FOR STRUCTURAL <br />BEAM SIZE & <br />rua <br />CONNECTION INFO <br />i - . ° d' <br />-2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />SEE /S6 g^ <br />ATTACHED PER NAILING <br />R <br />REINF. <br />FOR REINF. INFO. <br />OPTION #1 <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />-SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />COLUMN SIZE AND BASE <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. rM <br />SCALE:3/4"=1'-0" S3 <br />-SECURE 2x4 P.T. BTM. PLATE <br />MASONRY WALL AND <br />w/ 1/4"x3" TAPCONS <br />AT 8" O.C. <br />PAD FOOTING <br />I I <br />-TRIM PER PLAN <br />8" MASONRY WALL <br />EXTEND FILL CELLS c <br />TO FOUNDATION PAD E `v <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL I I MAT REINFORCING. ' <br />VARIES PER PLAN <br />M <br />-SIZE <br />w/ MIN. (2) #5 VERTICALS00 <br />--GRADELU "-- <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />co <br />z = ? <br />• <br />�aww <br />1 W <br />-= z <br />_ <br />BRICK PAVERS or SLAB PER <br />O w z <br />0 0 <br />= • �� • • - <br />- z <br />-' <br />COMMUNITY SPECS <br />" <br />=!11- <br />w <br />I � I -.ill ICI .II <br />ti •.... PAD REINFORCEMENT-/! <br />EINFORCEMENT 3" MIN. CLEARANCE <br />..M •' • •'• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH <br />' *' '• ' CONC• PAD INFO. <br />+ •' SEE SCHEDULE <br />TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N <br />SCALE: 314' = 1'-0" <br />SCALE: N.T.S. S3 <br />eM•, <br />N <br />O <br />to <br />.rr o <br />C td f 7 N <br />m x <br />N N O <br />'H y O IJU <br />rs <br />P <br />3 eo <br />d <br />a <br />s <br />a <br />2 <br />. N S E •'•• <br />O . <br />�o � <br />0 F E S 1014 <br />S <br />��IryPllI1! It'd\�'�� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications oontsined within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <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 />''�� <br />FA <br />0) <br />40 M C ab LL <br />LL. <br />L <br />W OW: <br />_ 12 rn a Ne <br />{ p� Ne <br />� <br />feNcO O <br />Ci <br />chus Q <br />N <br />= OU <br />W pp <br />U' <br />z <br />J <br />Vl z v <br />!n LL <br />(� w W <br />g <br />O— <br />w <br />CD <br />LU <br />U <br />d <br />_ <br />r` <br />z <br />co <br />0.1 <br />X V <br />o� <br />OV <br />Og:2 <br />z <br />ado <br />�o <br />co <br />MZ <br />0 <br />z <br />I <br />b <br />O <br />WT� <br />Uk <br />g <br />wLL <br />�w <br />°�I; <br />rn <br />N <br />cC> <br />r- <br />Cn <br />>, <br />E co <br />� <br />n <br />T <br />� c <br />O <br />' <br />� <br />O <br />N <br />� <br />N <br />C mCal <br />U <br />o <br />00ooCV <br />T <br />r 00 CD <br />M�i N <br />rncn <br />IC <br />cra N <br />p� <br />o=O <br />Q 00 N <br />00 <br />r <br />E <br />C,)T <br />110 <br />E <br />E O a3 <br />is <br />c <br />0. <br />U ¢ a <br />JOB <br />NO: 22-12560-12553 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />