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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH-� 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 CHART ON FLOOR / PLAN _// 1x2 P.T. HORIZONTAL NAILER STD. 90- HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II a (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. D ' I=jI=1Ll=1 I I_ ° • 11=1 I �I I I r PRE ENGINEERED WOOD ' �I ��1( I I - ° TRUSS @ 24" O.C. U.N.O. —"—I HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" .N.O, 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) X ELEV. Y-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OIL OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. 0 z MIN. ELEV,-0'-31/2" �31/2" A.F.F. p ,00 b �r ° r ,e -r�r �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT, FOR HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > T-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". .INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1 A WWF OR FIBERMESH ATTACHMENTS 2" \ WWF OR FIBERMESH 31/2"MIN. 1 11-i31/2"(min.)-00 4" 11 I I —III- 31/2"(min )- 4" =1 I I-1 I = I I I I J I/G 1111111.�-Y 1� III 1�� III —II —III — I �IIr _ I f„,III—I (2) #5 CONT. 4" 11�11 —r I T� r 8" (2) #5 CONT. 411 i I-t i I1�11i i-I U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP K'CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 c� EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ 01N1 SEAMS. 2x STUDS @ 16" O/C \ 10 \�o E' SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGYcoNc�N� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: " 8"x8"X16" KNOCK -OUT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 1x P.T. STUD FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR C 4 LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR „ „ " "' " METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10' J BOLT @ 24 O/C W/ 2 X 3/16 (10)10d NAILS BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON @ PLATE WASHER TYPICAL 24" O.C. VERT. OR 2x P.T. PLATE -TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPO„ XY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD SPACE ANCHOR „ FINISH 1x2 PT WD FURRING @ 24" D.C. 1/2" GYPSUM WALLBOARD #5 VERT. IN FILL C CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC, SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND WIAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 D � 6 MIL VAPOR BARRIER D �r 4 D iv COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR I� ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY ) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z �M g r I I 1=—I=fl-f -I 11—ILI— I 00 411 — e _ II I� I : ' ' I I —I I I SEE A/S3 OR J/S6 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 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *SIMPSON SP1 (6)114 x3114 1 At -WINS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a Ui END OF 2 x PLATE TYP. T 2x P.T. PLATE PER MFR INSTRUCTIONS ° ASSUMED FINISHED #3 OR #4 REINFORCING BAR o GRADE r - D ° • ° . , .D °O _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi GRADE 60 MIN. F - 60ksi [ y ] a p . MONO OR STEMWALL z 1 cn -_ _ - -' e D °' FINISH GRADE 25" MIN. LAP [30"MIN. LAP] :5 1=L-III-I , ° FOOTING MONO SHOWN o i'-III=1 -) I w FOR CLARITY ° D °� ° ° P co6 MIL VAPOR BARRIER =� _ I I b ° ° I I=1 I —I I =La _ =I � 1=I � M �-, _ T z #5 REINFORCING BAR R17/8 I1— -i I I _ i—III= ,III=I _ _ _ _ _ I —III —III —III —III —III (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 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#) _' E 6x6W1.4xW1.4 WWF OR FIBERMESH -• °K I, °. 1T1 ,111—rf1-1�, ITI ITS I ICI I I; 4 II —III - 1III� �T� r #5 LAP SPLICE (2)#5CONT. p D ° ° III —III —III —III —III —III- ? NOTE: ° p PIIII�I�I� g III —III —III —III —I—! 1- N _° _ _ *FOR BEARING WALL I=I I !=III=III=III=III= COMP. SOIL. (COMPACTED TO 1_116411iii W/UPLIFT ONLY_____95% MODIFIED PROCTOR ASTM I -I 11=1 I1=1I 1=i 11= I I-= a lI-1 11=1-1 I1=1 I1=III=III=III=III;I D1557),LLTI I„I I Ir rl „I I, I� I1— =i I I 11=1=1 1=1 1=1 11=1 1=1 1=1 11=1 1=1 1=1 I!=1 11=1 11= 4„ 11411 '—I I �=III-III_=III, ; ,1111111111 � IIII=„III, ; ,III III I I I_ I i �- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE co ° • _ - — =(1) #5 �REBAR w/ OPT. ' 1=1I 1=�1=1 I I- - I I-T= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS fV ' CO 4. III 11 rLf= tr_. - L11 e• =L=11 4" 1=1 III •,''.. —� iiiiIK T. Eiii • ; L I I� SEE A/S3 OR J/S6 I -1 Fir I I IIm� ,ill I I I II l 1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP, BD. 1/2" FROM SLAB 0' -0" 0 CONT. BEAD SEALANT Q INTERIOR ° -31 /2" ,. 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 C r C9 r N M 6 MIL VAPOR _- BARRIER - - 1Z 1 III -I I-1 11= '=1 I I=1 I I- �Tiillllttllil 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 36" MIN. LAP [36" MIN. LAP] 10" (ON 33" CHAIRS 8" 1'-41 8" #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"=V-0" 13 SEE PLAN 1 1/2" RECESS FOR RE S 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS C �* AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO &LAYOUT DESIGN TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURALr - - - - - ° ° ' N °, G I I - M ' BEAM SIZE & a CONNECTION INFO M III a 8 ICI I _ 2x4 #2 SYP P.T. FRAMING w/ �„ I-IfiilI I I MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 ' "� g„ z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE a SEE TYP, WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. Uj o w ABU66 SLAB STEP & RECESS S.G.D. M c SCALE:3/4"=V-0" �,13� 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 112" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL - EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD _ INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS o� z GRAD a ML FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cat SIZE AND REINFORCEMENT) Uj C7 ;III= a d•— WWF OR F►BERMESH , a ,w o ! = I_I - - - - v l l=1=1 d' 1 O w C1; T a ; z ,- 4 ' S __ 1 ,OMMUNITY SPECS1 1 INS FOOTING LU �- -I�'- --■!.�!■--- BEYOND SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE TAPERED COLUMN FRAMING �C�D12 PATIO COLUMN FTG. DETAIL KN III �3 O�.Gir4 i •; 4r.0irOO�.Oi. pp zzzz'll at��r�OP 0 cp U �9• �O leO�ESSI�� '�B/�f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W III -a (� P a0 8 o y c N N m LL s •�—O) N J. W r tl) v' cn ,- - N N LL LLy �.o- u- _j n. W rn 0 d : o Z W m e °o O 0 Irmo m�¢ W Z ote�� W�°'°' Lp Z Jog Z N M o v U J ❑❑❑ R-` W C7 M N M z z J d � U) 0 0 a--+ I-I_i OI.8.1 0 � � Y r_ M v w � z c.) o c C) ¢ ®0 o W Z M M m � Z 4 ai E o =o 00 >o QN z® B o E Qg� X O oa U 01 �Z N �o 0 azmo U) C v V .2 0, rn J ¢w aw �z N o o 50 a Z �w w az =3 o r7 � C.0 10a °3 o T >M N= nL, � W \ m a N ^ 0 v O L / T I (0 r N E M o Z E it E 0lu U .°� a ui C:m JOB NO: 20-8077 SCALE : AS NOTED SHEET NO. S3 (MONO)