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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES / 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 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 t..- A I (2) LAYERS TYPE I OR TYPE II e. (#15 OR #30) UNDERLAYMENT ° FOR ROOF PITCH 4:12 OR LESS. -1 PRE ENGINEERED WOOD - I o ° TRUSS @ 24" O.C. U.N.O. I I =1 I I �I HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-1 112" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) P. _ _ 4 PI Wit r TRUSS (SEE UPLIFT SCHED.) W/ g METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB ELEV. VARIES — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 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" 0/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V 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.) ELEV. 0'-0" _ (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2"- 0 ELEV. 4-3 1/2" h? �31/2" MIN. c0 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-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 , T 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 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH �31/2" MeE IN. I - ]� — 11/2"(min.)-4" _ n ° e — —. 1/2"(min.)-4" 00 Q �T 31/2"(m n.) . 44„ _ ° • I �- - (2) #5 CONT. 4„ „I-1111; �n1 "I r 8; (2) #5 CONT. U.N.O. '�F MIN. U.N.O. TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP C "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"1 ='4' 11 S3 coN' Lv SECUP� _10 ecs SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD �o N� SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY coNt� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 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" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL _8" C.M.U. TYPICAL 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 TYPE "S" MORTAR 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 FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" GRADE r ° t, Z 00 M _ — 6 MIL VAPOR BARRIER _ t> i� ° COMP. SOIL.LIJ T (COMPACTED TO 95% — — — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE Orr 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE rBLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS—[�O.H.D. RECESS z T r j • . 4" �I 00 _ - � �T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. "SIMPSON SP1 (6)1/4 x31/4 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 41, N v #3 & #4 LAP SPLICE GRADE 40 MIN. F= 40ksi y- it nGRADE 11P. ° p FINISH GRADE °O _Z [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL z_ Cl), — — n 25" MIN. LAP [30"MIN. LAP] FOOTING MONO SHOWN ° _ FOR CLARITY b n O0 6 MIL VAPOR BARRIER p ;. ° I—T — _°�° R 1 7/8" _ _ ° _ =�11 #5 REINFORCING BAR NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR _j BOLTS 6" MAX FROM w END OF 2" x PLATE � P W U WTTfll!TTT 7>77 n (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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 3501 MIN. TENSION 261 c E 6x6W1.4xW1.4 WWF OR FIBERMESH M , °�— ��11ln 11 I 1 11 #5 LAP SPLICE --a (2) #5 CONT. 11�,,1J1�rlll, ,;,J11 I1- °-1=1 I I -III -I 1=1 I-1 III . TI=J I I-1 NOTE: III=1=1=� I_I=� I_I I.1.- `FOR BEARING WALL III. III I ;_' COMP. % MODIFIE(COMPACTED D PROCTOR ASTM W/ UPLIFT ONLY _ _ III I_I-1 1=1 -1_I III __III 1-1 III-1 1=f 1-=1 1-1 D1557) rrr rrr� �1111 r =III 11 I_I I_ III III= III III=III _III III III LI,I-1_I-III 4" 1'-4" =III -III ;III III III ,,III�;,III „III-111 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 31/2" WWF OR FIBERMESH min.) 4 ° e v GRADE 00 C • _ — (1) #5 REBAR w/ OPT. I I I— I — 71r.. 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 11�-111I�e e 1 • raj 11 11 II I II I� II SEE A/S3 OR J/S6 J -1 i I iF 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. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS N .} M _ r- SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1%0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, tl _ J CONT. BEAD SEALANT rff$— a INTERIOR ° a -31 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 6 MIL VAPOR = = 1=_ _ T 0-0 FIN. FLR.jk BARRIER III II I'' III=III, III=III—III—III'=1IIIRV -III III L_I-III- --1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE FOUNDATION . • • CONIC. PAD INFO. TAPERED COLUMN FRAMINGrCD12 SCALE: 3/4" = 1'-0" ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP]_:�4 10" (TYP.) 8" 1'-4" 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" S3 A SEE PLAN 1 1/2" RECESS FOR 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 AT 24" O.C. MAX. " CONNECTION INFO ° �3N SEE PLAN FOR " " & LAYOUT DESIGN a - TOP OF BEAM SEE ROOF PLAN oo C — —a �, d a d A e (2) HTS20 FOR STRUCTURAL '' ,n ,Tr rTr�rsL 4, 11 (- BEAM SIZE & �' a _ CONNECTION INFO '-n. d 8 M -1 •. T PLATE I 2x4 #2 SYP P.T. FRAMING w/ PLATE ® 7/16' I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - 8" O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #�I w SCHEDULE COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL J 6x6 P.T. #2 SYP SLAB INFORMATION. g W o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" S3 ch E 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 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 E TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;0 Z GRA 4 ° FILLED SOLID (SEE PLAN FOR1771177_ 6 x6 W1.4 x W1.4 ;, SIZE AND REINFORCEMENT) nWWFO R FIBERMESH `" Z of � a w W I_ -I I I— I-1 I_-1=1 1 -III—III= W 1 z ° BRICK PAVERS or SLAB PER p o �' =I ! • �! __.-._ __ _' . z a ePik / COMMUNITY SPECS u` _ - "' g II _III .III III =III II -III FOOTING J III III I I I_I I I III -III III III =-=1 I I - G III III -11 =III .. 1 BEYOND " PAD REINFORCEMENT -III --i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 Ir -� l [r,1_.. L r_ ( ` - ') Al�_ z Q o M Q ) CD 12 �4-J rn f0 w u OW ♦- Lnc,--I vi U m LU IT E C__N I Q o �0 t� yy �� Z W� 9 W 10Z �,'�'ti "' I,/.,p 'per oIM r�e ILZ , N- F ^ + Lit,: - '-n� c ,, 0 : e E S To the beet of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential I Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r-. � W to � a E ►� ° aq W � U xd z CN N a °do az ¢� mo (n C ya P oY y� O� j F+ az 2z W � o � ° aZ U �z �3 F O La >Lo L > 00 •- _ O O .-� °vi O 0 c m v N ~ 3 Lo co V 00) Lid 00 I 00 o N Ln r N p M N z z 7 0 N E E a ci. a o JOB NO . 19-5895 SCALE : AS NOTED SHEET NO. S3