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C ,o W 0 i CII Q r- 0 CV 0 Q 0 J 0 C, 0 I N M cV L0 0 rci L v N 0 o, c Q N 0 i E FT E 0 v c i 0 0 0 LZ Lo L 0 0 N 0 to 0 d 0 w M m 0 FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM . =III=III=III=1 m I I=III=III-I 11= 9 =1 I I —III —III I I I D7158-CLASS G or H, or ASTM 11=1 I I —I I I=I 11=I— ° ' 1—I 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE I �, — — '' I=1 1 1-11 I=1 11=I I I=I 11-11 I-1 1 III11=I I (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING =1I II I II I1=1I1=1I1=1III I IIIIII F I IIIIT71. 1I' CODE 7TH EDITION (2020) RESIDENTIAL 8„ ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIESjdk SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL FYPE "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 —z 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 co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Lli ° NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE FN ' r ° ° ° I - Z °° -—I co 6 MIL VAPOR1 BARRIER i I III I D' • I I I— r COMP. SOIL. I II (COMPACTED TO 95% MODIFIED PROCTOR III III I I[=1 I I —I I iTl ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT. CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U.ON O 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14,E O.H.D. RECESS PAVERS % z M � SEE A/S3 OR J/S6— -I 111 I I I I�rl I I 1111 111I 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' ) 8" (2 STOR GARAGE DOOR SLAB RECESS rj-J� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 00 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 7/1F _V)- II 5/8"OR 1/2" HIGH STRENGTH \ (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 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 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2° ELEV-0'-31/2" z 31/2" MIN. D A.F.F. p U- b o ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e „ (U.N.O.) (OR / GYP. TYPE "X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. 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 2" �3 1/2" MIN. =1 �I I1; 131/2 (min.)- 4 b- oo 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 6x6W1.4xW1.4 / WWF OR FIBERMESH 3 1/2"(min.) - 4" L I —H 11111F:731(21(min) - 4" L-1 I 1 y —III III —I I III —�- 11=� Iit I II1�- (2) #5 CONT.1 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" �\�os QGS• M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 0,MAN` LOAD BEARING OR INSULATION PER FBC AND ENERGY 1GGN�\N EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ — APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 1U-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 NOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) *SIMPSON SP1 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS 04 FIBERMESH WEEP SCREED INSTALLED BAR TYP. 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL _ — _ — hi D FINISH GRADE 60 ] [GRADE 60 MIN. Fy= 60ksi] Z M °. 25" MIN. LAP [30" MIN. LAP FOOTING MONO SHOWN — :I I —I _ o0 6 MIL VAPOR BARRIER —III> ° ° I IIj= =III=_ 00 FOR CLARITY 1 ° = I I=III 11 11— #5 REINFORCING BAR R 1 7/8 11== 1Tf ITI--OJT T Z NOTE: I I • e ' TIC fr=T—I * N COMP. SOIL. ( I —III—I fI- T COMPACTED TO FOR BEARING WALL —I W/ UPLIFT ONLY = 95% MODIFIED PROCTOR ASTM D1557) j IIIII�iI1� I�I(-' 4.. 1'_4" FRAME WALL TO C.M.U. WALL CONNECTION U rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION, SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" `4GRADE 00 . ° =(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 —1 rO.H.D. RECESS iv a _ e I'111111� II ��' , 1=4r11� SEEA/S30RJ/S6---- -I�III Illlillll I III I I �• FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2rr 1/2" FROM SLAB 0101, 0 CONT. BEAD SEALA& a Q INTERIOR a.. -31 / -71 n � •C _ Y r � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S _ 4d 00 � N Tf I I I- M 6 MIL VAPOR BARRIER ►s�iri��i .o . • •■ 91 HOOK 1/2"(min.)- 4- —�.fr—f I III=1Tf 11:=I I I ITf 1111 II' (2) #5 CONT. -III— 14, II �JITr� lI r8 U.N.O. 1 MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE u1 D U T 7�� T•� ' U) pLU . LU a W — REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE S 7/16' O.S.B. COLUMN LOCATION - - - I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q > Q J SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w g SIZE VARIES PER PLAN CONT. BEAD SEALANT Q w/ MIN. (2) #5 VERTICALS a > FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 N LU W SIZE AND REINFORCEMENT) WWF OR FIBERMESH �, ES LU ° BRICK PAVERS or AB PER COMMUNITY SPECS 0-0 FIN. FILM./ -Ill IV 'NTERIOR WALL A; STEP NON-BRG. (**K� TAPERED COLUMN FRAMIN KG12 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 N WWF OR FIBERMESH �, E (2) #5 CONT. =11 I-1 I LEI I I , I -111 1 ON 3" CHAIRS 8" 1'4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 - 7 r WWF OR FIBERMESH SEE A/S3/J/S6 —, I �� , , ��—� � � , �� 8"FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS @S.G.D. M SCALE:3/4"=V-0" 'I, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E d CONT. FOOTING STEEL MAT REINFORCING.`" ' M 002 GRADE LU 0 J • z�w� LU paLuo z 0 0 _ • • • • z Q U - LL ce g < ILLJ FOOTING BEYOND PAD REINFORCEMENT - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 e+rs N 0 N v co N e��X N ® � d m � ��`vea;➢�a��'�((E��sfser; sty t�: � }� Ell ,• L ovv 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 Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w �E h o m U �y N 0 C N r `° 4 L @ LL!- a J VZ — O d Y L l9 0 W D'EDNCO 3 W r°�C? m w IL T. N Z Q Z N O o U 0 W ❑� z N M 0 0 Z N Q o Q J N N 2 0 (� L11 - U o O wQ.) C N U) U w � m�n — J E Q O I = U ) • a w M J Z ¢ o Z a L.L E E Q p � U of z0 oa 1-- rO _— E CI.0< g 0 Sx coo Q0 wZ R Qo -Q oo mo Z� ma� F >Z z z 3 S< 5S a onec5 o� �w Z� o wF o F c� =IQ 0 0 0 c Q 2 > (ID rr Om c� L co O � r C� /•� Cr Y CC r U) m N LO d' S3 c') O 0 CD LO N M -- r lu E M T LO o z o a ci0 a o JOB NO: 23-0610 SCALE : AS NOTED SHEET NO. S3 (MONO)