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3 <br />m <br />rn <br />L0 <br />LO <br />0 <br />0 <br />Q <br />0 <br />J <br />n <br />N <br />0 <br />I <br />N <br />i <br />m <br />L0 <br />LIM <br />s� <br />3 <br />J <br />0 <br />N <br />O <br />I <br />LO <br />lCyi <br />G <br />0 <br />V) <br />0 <br />o+ <br />3 <br />N <br />N <br />CL <br />E <br />0 <br />L <br />i <br />N <br />U <br />-ate+ <br />0 <br />C-3I <br />0 <br />i <br />a <br />.2 <br />U <br />J <br />M <br />O <br />0 <br />00 <br />0 <br />O <br />CV <br />N <br />M <br />ui <br />0 <br />Ii1 <br />m <br />V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />FOR UNDERLAYMENT 16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. �f <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E <br />COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r <br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER f <br />SHINGLE ROOF, SHINGLES TO e <br />BE IN ACCORDANCE w/ ASTM -III=III—���I I —I °' ° /NA <br />D7158-CLASS G or H, or ASTM 111=1 D•II'D3161-CLASS F, IN ' �I LI I I �� ° <br />1Iffili i=I <br />I I I=�I I I12 ACCORDANCE w/ TABLE —I I E <br />P•) VR905.2.6.1, FLORIDA BUILDING <br />ARIES(NCODE 7TH EDITION (2020) <br />RESIDENTIAL 8„ -I <br />I r <br />INSULATION LE ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 <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 —J <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. <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 />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 />0- NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />E , <br />�y e ° <br />- Z <br />co <br />M <br />° <br />6 MIL <br />BARRIER <br />• • — <br />C2 <br />COMP. SOIL. ° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />7 <br />ASTM D1557) <br />3" MIN. CLR. <br />O 3" CHAIRS TYP. #5 REBAR CONT._/1'-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. 4„ (2 STORY) <br />U <br />DETAIL) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" = 1'-0" <br />Q-1.) <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14' O.H.D. RECESS <br />PAVERS <br />Cl) <br />-I 4 00 <br />SEE A/S3 OR J/S6 LI I I ITI I I I= <br />FOR REINF. INFO. 3"MIN. CLEARANCE <br />1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />LOAD BEARING ( <br />EXTERIOR WALL <br />SEE CC/S3 OR <br />G/S3 FOR ANCt <br />BOLT INFO. <br />(IF NO UP LIFT I <br />WALL SEE GG/; <br />*SIMPSON SP1 <br />w/ (10) 10d NAIL <br />TYP. <br />MONO OR STEMV <br />FOOTING MONO <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING W <br />W/ UPLIFT ONLY <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />Cl) <br />GARA( <br />I <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />I: <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 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 />2" 0/16" PLATE WASHER (TYP.) <br />CI C\/ nI All (ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 211- <br />�31/2" MIN. <br />(2) #5 CONT. --/ <br />4 <br />U.N.O. <br />TYPICAL BEARING WALL <br />"SHEAR WALL" <br />71/r <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) <br />GARAGE <br />-SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />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 />(12)10d NAILS U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) 2" 0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />-INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH <br />�3 1/2" MIN. <br />e <br />1/2"(min.)-4" o ° 9� 1/2"(min.)-4" <br />00PIT <br />31/2"(min.) 4" <br />I- - r— <br />�r <br />8„ (2) #5 CONT. 4„ Trl— {6 I 81 <br />MIN. U.N.O. <br />SHEARWALLK*_�c TYPICAL BEARING WALL @a STEP CC <br />SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />8 C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/' <br />\ <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />�. <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 />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 FIOOK 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 />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />Z <br />M <br />° D <br />°.J <br />_ <br />FINISH GRADE o0 <br />_z <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />TfL — <br />O0 <br />6 MIL VAPOR BARRIER -IT <br />° ° <br />° <br />— — <br />°° <br />T <br />R 1 7/8 <br />#5 REINFORCING BAR <br />r <br />05 LAP SPLICE <br />r COMP. SOIL. (COMPACTED TO- <br />95% MODIFIED PROCTOR ASTM- <br />D1557) <br />4" V-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 />3112" WWF OR FIBERMESH <br />min.) 4 <br />GRADE <br />a <br />00 <br />— — — _ . a _ III —I I 1—III—III—I • <br />73 <br />_ -(1) #5 REBAR w/ OPT. <br />' I=1 I I —III —I 11= 11= I 1=1 11— 11=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 />O.H.D. RECESS <br />T <br />ch —III = � I-• . t--III— ~ t J1—� I �t I I — <br />4,4,. <br />�- <br />-INMI- <br />•y. 1=1 I- <br />I II II I ..' .. IIIIIIf <br />SEEA/S30RJ/S6--' -ILIA IIIIiiIII I Ilh <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STC RY) <br />V-8" (2 STC RY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0 CONT. BEAD SEAL4 <br />— a INTERIOR <br />ti <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 />de a <br />00 C <br />E- <br />F- <br />TT—TIT— I— _ v — — _— — <br />L <br />N' <br />M 6 MIL VAPOR - --�, <br />BARRIER �`+'4 <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 />BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />Lu D <br />U <br />CO t, <br />a <br />iT- <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 �, . v <br />T <br />(2) #5 CONT.=111-1�1=111 I I, .11 I i <br />ON 3" CHAIRS <br />(TYP.) <br />101, <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 <br />rG <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=V-0" <br />S3 <br />VARIES <br />SEE PLAN <br />1 1/2" RECESS FOR <br />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.) <br />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 />M a <br />— — —� <br />TOP OF BEAM <br />a <br />- <br />�`' N <br />7;7 SEE ROOF PLAN <br />— — — —° a ° <br />ems` T ^ <br />(2) HTS20 <br />FOR STRUCTURAL <br />BEAM SIZE & <br />N a <br />ff <br />_ <br />I I <br />CONNECTION INFO <br />c ` d' <br />�7 <br />T. <br />2x4 #2 SYP P.T. FRAMING w/ <br />�mTmT <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 " <br />8 <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 />j <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION, <br />w <br />COLUMN SIZE AND BASE <br />o <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. rM <br />SCALE:3/4"=1'-0" S3 <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />q MASONRY WALL AND <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS <br />GARAGE <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />.. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />-- <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />EXTEND FILL CELLS <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 />o <br />SIZE VARIES PER PLAN <br />M <br />CONT. BEAD SEALANT <br />a <br />w/ MIN. (2) #5 VERTICALS <br />°O <br />GRADE <br />E <br />> <br />_j <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 N <br />w <br />SIZE AND REINFORCEMENT) <br />C7 -U-J, <br />• <br />WWF OR FIBERMESH r, <br />LU <br />�- a w 0 <br />v <br />a <br />BRICK PAVERS or SLAB PER <br />010 `n = <br />• • • • - z_ <br />COMMUNITY SPECS I�f- <br />� <br />4" 4" <br />INTERIOR WALL SLAB STEP NON -BRIG. <br />SCALE: 3/4"=V-0" <br />n <br />PAD REINFORCEMEN BEYOND <br />SEE F.UNDATION <br />CONC, PAD INFO. <br />SEE SCHEDULE <br />TAPERED. COLUMN FTG. DETAIL N� <br />CD <br />