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J F 4 i (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA ' N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN U.N.O. CELLS (SEE FOUNDATION 1x4 P.T. BASE NAILER FOR 4"x4" INSPECT 31/4" BASEBOARD PORT AT FILLED CELL MIN. 2500 PSI CONC. SLAB M AT GARAGE MIN PSI MAY VARY PER TO CUT BLOC MUNICIPALITY. CURB DUE TO CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH "FIBERMESH" BELOW GRAD c E_ v N , r .� e� - Z_ 6 MIL VAPOR BARRIER ; ,r• 1 � D•D • = r COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 11'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGHJ 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 I INSULATION PER --/ CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL FILL PLAN NS) ION H TYPICAL CONTRACTOR K OR POUR SLOPE 4" to 6" E OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB--� BLOCK WALL BEYOND 14"—]�O.H.D. RECESS 'T z e; .. 4-1 00 T SEE A/S3 OR J/S6 — 'LW I Fr I I I q FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR))/ 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. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 11=1L=�1� BEIER., (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 T WWF OR FIBERMESH eb. 1 8„ TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" FOR ADDITIONAL SLAB INFORMATION. GG S3 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" 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 @ 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"°4/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" 0 3 1/2" MIN. a ° ° ° , ° ° a ELEV.4-3 1/2 z d a ° a d .. A.F.F. p 2x4 CONT. . LL CD 00 o e ° ° CV rr rrr P - I i GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS �„ r 2x P.T. PLATE �P ASSUMED FINISHED + ' GRADE MONO OR STEMWALL ° z FOOTING MONO SHOWN P D P FOR CLARITY __ D p o ° I—III=1 I —III —III —I I I ° III=III—III—I 11-1 I —I I Fi Z NOTE: p D° 1=III=III=III=III=III=11 g ° 1=I 11=I I =I I, *FOR BEARING WALL =1 I—III—III—i 1-111— W/ UPLIFT ONLY _ —_—-------------=1-=ICI1=I)-1 i—„�— l-1 11.-1 1 1 1 III I —III —III —I I f I 1 1 1-1 I FRAME WALL TO C.M.U. WALL CONNECTION K'D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 4" a e , a SCALE:3/4"=V-0" S3 �t GRADE ° (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES AND 12" O/C FIELD. �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5l8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS ,—� (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS {1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"016" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" aNSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "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 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 3 1/2" MIN. 1/2"(min.} 4" 5 1. 4" U.N.O. MIN. TYPICAL BEARING WALL STEP C@ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-0" S3 Qcs• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ,� M�NN�o 5 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT / \ (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 60 M [GRADE 60 MIN. Fy= 60ksi] Cn A s 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARR;1ER C o s e. °Q — r #5 R 1 7/8" • z REINFORCING BAR — Jt..ri I AP SPI IrF= r.r ,• • • • 11�, Il';11.3f! 1 • • • - • • 11=11=11= III IC=11.=11= • 111-JL�11-11'-'11.�-1�� I ■ . •■ ■ �� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. " HOLD GYP. BD. 01 101, 1/2" FROM SLAB 0'-0" CONT. BEAD SEALM *— ¢ - • INTERIOR a. . a• : -3 1 11 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE . � m M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6WlAxW1.4 N ' WWF OR FIBERMESH e . .� t K S3 ----- --�--- ' • •• •1 �• 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. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW ---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ / WWF OR FIBERMESH .11�•JL�JI�'JC�'1L�IL�JL'�1��'-r�L ■ ■ A I ■ SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE w o p U Cn IL — > g w Tf— s � — m (2) #5 CONT. =1 ON 3" CHAIRS 8„ 1'-4" (TYP.) CC S3 (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#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r �--'Ili H@Irq 8" TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR V RI 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 ° SEE PLAN FOR &LAYOUT DESIGN • TOP OF BEAM o — _ SEE ROOF PLAN ;p c e a: A v a (2) HTS20 FOR STRUCTURAL BEAM SIZE & N Q' c CONNECTION INFO T 2x4 P.T. PLATE 7r16" O.S.B. COLUMN LOCATION co — •' • I I 2x4 #2 SYP P.T. FRAMING w/ - 1 �� MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 �� 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE j SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION. w W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'—O" S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q' ' SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS - z ° FILLED SOLID (SEE PLAN FOR °O g GRAD = = a ° d SIZE AND REINFORCEMENT) c7 =1 =1 I ° °.=1=1=1 I=1 z� w o I=I I I —I III�1 I=11I�1 w O w Uj w =1 I I== Z /� BRICK PAVERS or SLAB PER 00 = =1 I I= • •14 °• _ _ z 0'-0" FIN. FLR. / COMMUNITY SPECS " — ° — — I I=1 —I I —I —I I I —I I I I I —I 11=111 = W III III —III —III —III —I 1 I 1=1 1=1 1= FOOTING -1 I—' BEYOND PAD REINFORCEMENT �1 1=1 1=1 1—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN'� SCALE: N.T.S. S3 • �� NT hr U �� *�OF •F L o 40 ro liR©FESSIO� �\\\! 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seal. 9E _�pp ppppCo Y .4 0 N lV v a 0 0 M N N co co LL LL C a) M J ac ui W :S -uj 2 u- LL a a a rn M N w 4 O1aaUY Z g,0. 0W° W.0. .24 C N t0 Q Q,i O iE�rnxp X. •j. CA � 2' O y IL IL N p NQcoz U 05 d < U ❑❑❑❑ W M Cn Z N Q d N V) z N C € -_U w � U � ' w 2 $ i . C CO w M p Z LL E oo Qs Q a E: c6 1—x� �� fU 9® °wa cr UO �o z CN L as z � 2 ro = C QQ o� �o mi F a ou >� zN (y�- N J Ri $a W a Uo wLL oz az �w O � z wa cois a UU� L 1O W � •> tt Y CU r � 0) r r J O ui _� CV)o ' rn N Z z = E T O E ai l0 c a U � Q JOB NO : 20-0552 SCALE : AS NOTED SHEET NO. S3 (MONO) r --