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12 (TYP.) VARIES 2x BLOCKING HORIZONTALLY@ 2x#2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD P ° TRUSS @ 24" O.C. U.N.O. T HURRICANE ANCHOR @EACH r=III-I I III TRUSS (SEE UPLIFT SCHED.) W/ I I; I�LI=III-I I L P o • II= I I=11�III=1 METAL PL. UNDER EA. TRUSS _ILIA I II �I I I MOISTURE BARRIER '=I I I I I I —I 11=1 I I I �I I III=1 -I�„ IIII1 II1L111� II 1111N111=1'' SHINGLE ROOF 8„ ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES 4 SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA \1TN•0• W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE SOFFIT SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 C NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE , L r P i+ °° Cl) _III=ITI=I P � ' 6 MIL VAPOR > I = I - - � BARRIER =11 °�° •a Illm r COMP. SOIL. I e (COMPACTED TO 95%=1 MODIFIED PROCTOR T I ff M-I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O.N O CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS �� rI Z —\ M rITf=TfT—I I �II � , ' ;.;'• 4 I�50 FT III � ,'•`,��. , '.; � . SEE A/S3 OR J/S6 -1 I I 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH •----' (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD I LL— 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ r 2-0/16" PLATE WASHER (TYP.) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° a @ 24" O.C.) 211- ° - ° 0 � ° a 31/2" MIN. a° a s ° 4 ELEV. -0'-31/2" Z a A.F.F. 0 a a ° �� 2x4 CONT. a IL ,a a - 1 ° a a00 s ° N ° GARAGE DEPTH VARIES a ° r3l'12'11(min. - ' - a (2) #5 CONT. 4 " GARAGE SLAB AT STEP rB U.N.O. r TYPICAL BEARING WALL SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" -Vr b;d-- TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. ABOVE) S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. o• �fGIT{ITI 1/2"(min.)-4"00 k MIN. D SHEARWA SCALE: 3/4"=V-0" coy'54�' �\�os�c�a PCS' M _� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) ,,----INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2" 6x6W1.4xW1.4 WWF OR FIBERMESH 11/2"(min.)- 4 111 111 (min•) - 4" -� I I Ip 1 ff-ME TI1= —jTF W9(2) #5 CONT. 4" U.N.O. MIN. TYPICAL BEARING WALL @STEP rCC \` SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 1a M�N�10 "s LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /� \ 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR C., LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W! 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR w/ (10)10d NAILS �, SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR c BOLTS 6" MAX FROM TYP. 2x P.T. PLATE .. c PER MFR INSTRUCTIONS w END OF 2 x PLATE ASSUMED FINISHED #3 OR #4 REINFORCING BAR t.. = GRADE _� 1.1 P P P z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e MONO OR STEMWALL ° T �'� -0 P' . FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] _ �D FOOTING MONO SHOWN o p ° o ap 6 MIL VAPOR BARRIER -IT C P ° I — - - I - oo Lu w I - I— I— P a 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10--0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 c; _ WWF OR FIBERMESH �, E Ia�f FOR CLARITY ° ° z - I I I P• I �II�T�L�II �II I 1I r R 1 7/8 _I 1T=_ �1 1 �_I - r ° # REINFORCING BAR -TT N #5 LAP SPLICE °=1 I f—III=1=III III=1 I • -f� —T NOTE: *FOR BEARING WALL COMP. (COMPACTED O W/ UPLIFT ONLY MODIFIED PROCTOR ASTM T III=1 1=1 I=1 1=1 1=1 1=1 11=I 1=1 1=1 1=1 I=I 1 1=I 1=1 1=1 1=7 1 D1557) =1 I I 1=1 = = I=1 —III—III— I = I =I — —4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE —III—III—III—I I #5 REBAR w/ OPT. I- I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE KT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS M T A ' a •: Cl) —III —II I -T a L—I d. I EO �IIi 1=1 1=11 II :°y: ''' • .. III I I •`:`: _ I I I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT, BEAD SEALAN Q °A..INTERIOR a . ° -31 /2 a a.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e 0? c I— jr— CIO 6 MIL VAPOR 7.111 J'_,, BARRIER-� (2)- 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8„ 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. d SEE PLAN FOR CONNECTION INFO N -� TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r I nll j BEAM SIZE & d' CONNECTION INFO r a -I 2x4 #2 SYP P.T. FRAMING w/ M = • ° • MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -r? 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE `t SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 1601 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD - -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z GRADE a _E FILLED SOLID (SEE PLAN FOR - __ _ 6 x 6 W1.4 x W1.4 \I SIZE AND REINFORCEMENT) C7LU = =I ° a • -111-1 =1 -11 WWF OR FIBERMESH T "' Z= 1= a w - 1-111-1 I I -I I I w 1=1 I— 111=1 1-1 I1= z ° ° BRICK PAVERS or SLAB PER 0 o - v I I= ! 60 • � a / COMMUNITY SPECS U) - - - - - - - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 0 -0 FIN. FLR. Nv I —I =1 I —III —III —III —III—III 1=_ w -� I I -I -I I -III -III 1 1 1=1 1 1 I- FOOTING I' 11 lilt hill l l� 11 l l ,l l -III-III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 A�prt l •r-, vP\ O•• O A�� • • AA... .••,•• "011111 t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edif on. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IW- 4 00 o EEp A M U N 0 N J ft LL �♦ V ..N.. Jcc:) uI H C14 0 0. Y a j aLU0 Z o r�� o Q}. o� O w 7 '� N (O xO J W��QjO1 c a Z ILw a N CC"),z y O U�ai Z pV ❑❑❑ � N o Z � N z � � a N M N z U o LL C/] 0 LU o U W J �- _ $ I U o uso c U)Y _0 ¢ 0 �m ti O O J w CM M J z p z Z Q U- of o14�� z �o ) N aR Z® ° < L m U)C: ¢ Is m ° z 1 J 1. aw Q W 1z rn 3 op Z g° 0- LL a w w ' z JW M �r >° CDw¢ fl c z< a � 0 3 > (Ll 0 (D m 0 0 L � ^ a 0 U m V //1 I\ 11-000 LO LO 00 o N = O o- r ci E w rn M N o f6 z O r N Z Il E 0 J .�.` Q 0 C J JOB NO: 21-1074 SCALE : AS NOTED SHEET NO. S3