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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 />12 <br />SNP') VARIES <br />518" 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 @ T' O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER —J <br />CHART ON FLOOR <br />PLAN <br />1 x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />16d TOENAILS T & B <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. <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & <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 t' <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH Cl) <br />MOISTURE BARRIER <br />e144 a <br />-SHINGLE ROOF, SHINGLES TO <br />a <br />BE IN ACCORDANCE w/ ASTM <br />. <br />T <br />D7158-CLASS G or H, or ASTM <br />i• <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <br />- <br />R905.2.6.1, FLORIDA BUILDING <br />I° <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL <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 />ELEV. VARIES I 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 />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 />co 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 />0 NOTE:EXTEND <br />W1.4MA WWF OR <br />DECO FINISH 4" to 6" <br />DECO <br />"FIBERMESH" <br />GRADE <br />E_ <br />v <br />W <br />_ <br />6 MIL VAPOR <br />BARRIER <br />D <br />= <br />D <br />COMP. SOIL. a <br />T <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. 1'4" (1 STORY) <br />ON 3" CHAIRS TYP. <br />STD. HOOK (SEE <br />U.N.O. 4" 1'-8" (2 STORY) <br />) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND 1 <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />GG <br />S3 <br />5/8"OR 1/2" HIGH STRENGTH -f <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" 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 />7.016" PLATE WASHER (TYP.) <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" <br />x A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2" <br />° ELEV4-3 1/2" z 31/2" MIN. <br />L � <br />2x4 CONT. A.F.F. <br />b a <br />04 - 6 e <br />I„ bo a • <br />I <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" Q.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />SEE CC/S3 OR <br />N <br />#5 VERT. IN FILLED CELL <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GGIS3) <br />518" x 6" EPDXY BOLT OR <br />(6)1/4"x31/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />W/ (10)10d NAILS <br />2x P.T. PLATE <br />�,P <br />ASSUMED FINISHED <br />' '11 <br />GRADE <br />MONO OR STEMWALL <br />z <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />00 <br />_- = <br />=1 = Z <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />_ _ <br />— <br />III_—( 'III III III— li <br />-I1 I _. � �_ J .—I <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />Ii <br />I gill. <br />I/" D� <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"QS <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />v GRADE <br />`rrf <br />(1) #5 REBAR w/ OPT. <br />MIN. <br />TYPICAL THICKENED SLAB EDGE LL: <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND BLOCK WALL BEYOND <br />EXPANSION JOINT <br />c <br />14 O.H.D. RECESS q z 13 O.H.D. RECESS N v <br />OP <br />. • M y. <br />-- •4 <br />T- _ <br />SEE A/S3 OR J/S6 LI..lr <br />FOR REINF. INFO. 3"MIN. CLEARANCE <br />1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' " (2 STOR ) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE A/S3 OR J/S6--"' <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STC IRY) <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 />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(U.N.O.) (OR %e' GYP. TYPE "X" @ <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />-SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />ABOVE) <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 />(12)10d NAILS <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"" x 10" "J" BOLT @ 24" O.C. w/ <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"00/16" PLATE WASHER (TYP.) - <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />4NSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />6 x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />�31/2" MIN. <br />-11.-j.1-�1t�1�-•11-�t1-�11.-i1.-' <br />1/2"(min.)- 4" <br />(2) #5 CONT. 4„ V-4" 8" <br />B U.N.O. MIN. <br />TYPICAL BEARING WALL STEP 0 SHEARWALL rc <br />S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 <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 />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" <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 />c <br />E <br />GOB" RELY <br />GU <br />2x STUDS @ 16" O/C M�NN�° <br />INSULATION PER FBC AND ENERGY/ cow <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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />3RD LAYER 1/8" THICK. K.O. BLOCK <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />•- •- <br />J <br />. .. • - ; ... �l - 11• I11 <br />I- I1�U�tl�ll�l 11 Ill�lll�ll - <br />• • • • Ill- hn 11 n�i <br />It��ll��lt�ll��ll�l <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 />CONT. BEAD SEALk <br />— - a INTERIOR <br />-31 <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 />,C <br />M 6 MIL VAPOR T <br />BARRIER <br />INTERIOR WALL <br />4" 4" <br />P NON-BRG. <br />SCALE: 3/4"=V-0" <br />-2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />�2- 1/2" GYPSUM WALLBOARD V.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />-INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />E� <br />6x6fflAxWlA <br />WWF OR FIBERMESH <br />°' <br />a <br />a• <br />K <br />S3 <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />--2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />--2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />—INSULATION PER CHART ON FLOOR PLAN <br />—SIMPSON SP1 w/ (10)10d NAILS <br />/2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />i�-•�� u-�n�n-�uti�t=•-�d�ti�l1. <br />.'=JAI=�t1=11=11�11=�11.�1t= <br />• -'' � 1.= IL�IL�Il�lhl <br />SCALE: 3/4"=V-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 />V C <br />e. <br />a — m• <br />�zI_ e <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />8.� 1 '4„ <br />(TYP.) <br />1 /2"(min.)- 4" <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 S _ <br />WWF OR FIBERMESH <br />-11.�11~II=1 <br />VIli�lldlll <br />8" <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS F WALL W/ UPLIFT <br />SCALE: N.T.S. G <br />S3 SCALE: 3/4"=V-0" S3 <br />SEE PLAN 1 1/2" RECESS FOR A IE 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)T� WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />" _ <br />AT 24" O.C. MAX. " — CONNECTION INFO = ° ' <br />SEE PLAN FOR " <br />TOP OF BEAM & LAYOUT DESIGN o <br />c ' <br />SEE ROOF PLAN z c - - a ' ; ° a ° _ rrr rrr <br />(2) HTS20 FOR STRUCTURAL <br />BEAM SIZE & 4- <br />CONNECTION INFO <br />2c4 P.T. <br />PLATE <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />10 <br />Ins^ <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 T 8" <br />o.s.s. <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />> <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />COLUMN LOCATION <br />a <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />g <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />SLAB STEP & RECESS 0 S.G.D. rM <br />SCALE:3/4"=1'-0" S3 <br />E DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS <br />1LUMN TO PORCH SILL <br />AT 8" O.C. <br />MASONRY WALL AND <br />PAD FOOTING <br />TACHMENTS & 18/D1 <br />R COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />TACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD E !6. <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />RCING. ;' <br />MAT REINFO' <br />U.1 <br />a <br />SIZE VARIES PER PLAN <br />oo ? RA -[ <br />a w/ MIN. (2) #5 VERTICALS <br />ajo <br />FILLED SOLID (SEE PLAN FOR <br />- <br />W <br />SIZE AND REINFORCEMENT) <br />C.0I; a ,•-1 I- <br />o <br />Lu <br />z_ -I -iI w <br />LWLJ <br />I—dW W U <br />BRICK PAVERS or SLAB PER <br />— n <br />gj p _ - • • • _ <br />0' -0" FIN. FLR.�j <br />COMMUNITY SPECS <br />LL - - " ¢ <br />= - w <br />>�— <br />-Ili = l .=i1 FOOTING v <br />I_I 1='_ BEYOND <br />ti ...• . <br />PAD REINFORCEMENT - -'-' - 3" MIN. CLEARANCE <br />FouNOATioN <br />(SEE SCHEDULE) FOOTING WIDTH <br />CONC. PAo INFO. <br />SEE SCHEDULE <br />r <br />I� <br />TAPERED COLUMN FRAMING CD12 <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: 814'= 1`-0' <br />SCALE: N.T.S. S3 <br />e� o <br />Fw- o u <br />C 10 C.7 <br />C'V <br />M00 ,� <br />a <br />a <br />co <br />i C y N Y <br />d <br />E <br />C a <br />3 .. <br />�dd� <br />d c o <br />E <br />o <br />v <br />0 <br />�,��\Eti1tlIllft. ff <br />�o J �'rr <br />........ <br />. �+. <br />c r <br />To the best of the Engineers knowledge, infarnation and belief, <br />the structural aural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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