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I I I, �IT1I�'LIL1II� M :1111111 �1'IIgl jjlf'I'I I' ' 11 jI' 11 I ! I �� 111 _'1 I � � � o IPIi�� 11 .1 i111 P!� I r , ,. ;I � .. ,i I� �� II III �r rare � I �r n 1 3 'O CD Cn In I I rn x Q s -0 LID rn Of v 0 a O G. 0 H y E 0 S J W tz: FO 0 0 i U 0 d 0 v 0 N c O 0 CL N o 0 A IN cn FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P!N� P') I 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 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 D (2) LAYERS TYPE I OR TYPE II 1° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. � ZZIII�HURRICANE ANCHOR @ EACHII I �I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & e @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ffF-T�1=r TRUSS (SEE UPLIFT SCHED.) W/ g - -w -- r. METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT f GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR -� G/S3 FOR ANCHOR �8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/53) *SIMPSON SP1 w/ (10)1Old NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION NOTE: 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Q TO CUT BLOCK OR POUR SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 112" 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. II II II � �- ram, 5/8"OR 1/2" HIGH STRENGTH --' \--TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF e „ „ „ 5/8"OR 1/2" HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR "GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 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 EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'4% SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21, x 6 W1.4 x W1.4 ATTACHMENTS 2rr 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. Y I ELEV. -0'-3 1/2" D . • ° • V. A.F.F. 0 r% ° 11- ° lF I--TI1 TT31/2"(min.)- 4" ° 11= I 31/2"(min.)q4" O - D °_ I• - D ° r N 31/2"(min. - 4" �1=1TI- ° • -J1= �r 31/2"(m n) 4".:: '" ' �! =T - -I �I I =1 _ I 1=I I�IT_I 111=11_I I I =1 I -1 I - - I ITITI I -' `� 1=T-' (2) #5 CONT. 4„ 1,-4r-r-rr' " 8„ (2) #5 CONT. 4r "I-Tr�l, r'' Trg„ U.N.O. MIN.U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrC\�TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 1a �N�o s INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT /" \ NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SIMPSON SP1 w/ 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/x SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (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 SPACE ANCHOR BOLTS 6" MAX ROM FIBERMESH S WEEP SCREED INSTALLED BAR Q w r� END OF 2 x PLATE t 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR UJ D GRADE E �_, '' D o p .D oo _Z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi yCl-- [GRADE 60 MIN. Fy- WWI =I � �!! I I e . D . ? M - p D • FINISH GRADE 25" MIN. LAP [30" MIN. LAP] as i 11-1 I I g II -I I f-III I =1 D (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4", 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#) G E 6x6W1.4xW1.4 WWF OR FIBERMESH T M r p =1 J I-111 I I -III II �-1=III=' p Djj° - _ -1 I I W '-III III I I1= _Iml 11-11 _I' ° O° 6 MIL VAPOR BARRIER - D p °NEI_ I R 1 7/8" `� I I- 11=1 I f1=T 11 =1=1 I=1 I=1 I=1 I=1 I-� N z T #5 REINFORCING BAR -I I, LHT_I-I 11= I la 1= I I 11- III=1=1 I=1 I=1 I=1 1= z III I • D I "Ir #5 LAP SPLICE (2) #5 CONT. -III-1TI-1 fl I i-1 I I I g ° I-III-I=1 I-III-III-� -10, _ `" COMP. SOIL. (COMPACTED TO D ° I=1 1=1 I=1 1=1 I=I Ii r 95% MODIFIED PROCTOR ASTM =III=1=1 1=1 1=1 I=1 I=I 1-1 1-1 1=I 11=I i I=1 11=1 11=I 1III D1557) III ; I I II =1 I=1 I=1 I=III=I 11=I 1=I 1 I=11 I=1 I I=i I = I I Fit. 4" 1'-4" MUNICIPALITY. =III-III_=III ;III illli illl III ;III=� I -I I I i CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 MAX OR - DECO FINISH 4" to 6" "FIBERMESH" DECO TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" BELOW GRADE S3 a SLAB INFORMATION. 00� 6x6W1.4xW1.4 6 MIL VAPOR 1_ D D � min/24" WWF OR FIBERMESH BARRIER - I D •I D' 4 I I (1= N d ° a GRADE COMP. SOIL. (COMPACTED TO 95% ICI I I II I I III II I I I I MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE U .N..ON 0. DETAIL CHAIRS TYP. 4" V-8" (2 STORY) U) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % z .._, � I _1_T � :..::. ;.' � � �• e TI-III- �• I T �i�(�IIII 4' I I" I• 11�1 111 I ••�.'a• I I �I - 1�11111 ."~. '. .• III SEE A/S3 OR J/S6 I� I FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS 3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, 00 - - ! . a 1 1 I -I 1 t-I I-1 1 1' R' 45 REBAR w/ OPT. I �I I I IAl I I I SCREEN ENCLOSURE TYPICAL THICKENED EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. MIN. EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND O.H.D. RECESS Cl) 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS f i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 Oh , 0r. J CONT. BEAD SEALANT Y a ¢ INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C a r `r0 M 6 MIL VAPOR = _ BARRIER - - ' 1 11--r :- I I ' IIIIIIIIIIIIIIIIIIIIIIIIIIS�III- 111-�II-III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" (TYP.} 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x vv l A WWF OR FIBERMESH °IN d SEE PLAN FOR ". c, + TOP OF BEAM & LAYOUT DESIGN a - SEE ROOF PLAN a' A a d (2) HTS20 FOR STRUCTURAL `� BEAM SIZE & CONNECTION INFO 8 2x4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ = I �, , I SEE A/S3/J/S6 ' - MIN 7/16" O.S.B. SHEATHING fi 81' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w x ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j 6x6 P.T. #2 SYP SLAB INFORMATION. o LU W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 _) 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" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL 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/ DR SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS .� TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. t ' ON FLOOR PLAN SIZE VARIES PER PLAN CIO CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GR DE a ° E r, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cv SIZE AND REINFORCEMENT) 0 � III=III ° ° • I I -I I III=1' WWF OR FIBERMESH T `" Z r w o I- a w LII-I III=1 - -II-III-III w I I -III- a BRICK PAVERS or SLAB PER p o `n -III=I ! • ° a = -III Z -H�= - z COMMUNITY SPECS " rn Ij I - - 4 - - - `�' 0-0 FIN. FLR. A0�/�/��/1�i0 FOOTING BEYOND PAD REINFORCEMENT -III-III-I-' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �,13� r� C� z N O z o a Q M d N M z g dl cD L C3 T Cn Y LLI C,. oQ W N C E Jim �V) = w o c) m W m �- P E o S = c U) 421 . .N-� N MW-7-. fAz ;� 02 rx1.- 7. N air z w LU W zz� a �LU V¢E �0 3 z- 0 0 conS-15o k fP, IJLZ W N Y`J r,�✓ To the best of the Engineers 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 Engineers signature and seal. r` ro m z o W z E wo Wo <� Ze o F-m - �o° oa 0 E CD�z N a� o 0 <Qmo 0Q az r C Y U W Z q I m Q W �z d F" o LL 30 a NW ¢ p oii !E =3 o O << �o a= 0 °3 0 �O W � T Q N W I- = U p 0 N LO T t- r � r N cy) M N d z E O C E U 0 Q J JOB NO: 19-5333 SCALE : AS NOTED SHEET NO. S3 (MONO)