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I— — — — — — — —I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) P') 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 —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (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 2x SUB FASCIA SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL FYPE "S" MORTAR 1x2 PT WD FURRING @ 24" O.C.--//FINISH 1/2" GYPSUM WALLBOARD VERT. IN FILL U.N.O. C CELLLL S (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 co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a NOTE:EXTEND "FIBERMESH"" WBERM .4 OR DECO FINISH 4" to 6" BELOW GRADE .E N ' °o •If-��7�— r ° — - Z W Cl) _ L o 6 MIL VAPOR > _I I = - z r- BARRIER D — N COMP. SOIL.I (COMPACTED TO 95%— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) ON CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY), DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS (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. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS (TYP.) WWF OR FIBERMESH co TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0° S3 2x S.P.F. STUDS_@ 16" O.C. �r i 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" 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"°x3/16" PLATE WASHER (TYP.) C, ELEV. U-0" �(ALT: 1/2"x12" TITEN HD @ 24" O.C. — IL OR 5/8"x10' WEDGE ANCHOR @ 24" a A. F. F. O.C.) 2,r d a a ° z �31/2" MIN. -0' a a d d Q° a a ELEV. 4-3 1/2" Z , a d a ° c °. ° ° d .. p A.F.F. 2x4 CONT. d w b ' 00 31/2"(min.) - 4" GARAGE DEPTH VARIES _III 1- III —III 1 I I I I If ' 9 d ° I (2) #5 CONT. ' 1—III 11 4" 1'-4" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP C SCALE: 3/4"=V-0" S3 "SHEAR WALL" 2x STUD 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL CV 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE ° D - r 00 ° o o I —III —III —III —III —III ° III —III —III —III —III —III- z ' p p ° I —III —III —III —III —III —I I � - 11111111111111111111; T 111-111-111-111-11 -- FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 GRADE 00 — — — • I—TIlIEEili (1) #5 REBAR w/ OPT. ' —III=111=11I— I I— I I=1I I— I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" — O.H.D. RECESS z 13�� O.H.D. RECESS _ •=Icy � M `1 ' r 04 CO • °° • .. =III I I :'. ° 4;, .:..° �.a.. •, �I! II_ r �. � ` � . 'IjTT�—TTTIIIjtttttI I I- °'•�� :.`: : I�!'•F•r�.l II I I�I I I —III— I IIII) I 1 I� �.•� . `-.: `� . �.�~ :.: IIII111• SEE A/S3 OR J/S6 �ILi 1 I l 11 i ILL , , -II-1 1L-Ir FOR REINF. INFO, 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 11,8" (2 STOR) ) GARAGE DOOR SLAB RECESS (�j 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 J -'LIT I I I I i Ill , 111 1 1LU= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. �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 (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 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 @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS T SIMPSON SP1 w/ (10) 10d NAILS fAND STEP, SIZE OF FOUNDATIO2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 WWF OR FIBERMESH INCLUDE THE WALL6 ATTACHMENTS " 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �31/2" MIN. I I 1 ° _ =1 IJI�, f 31/2"(min.)- 4" - 00 �I I li I I 1 �I I PM .: II �fl - I�I I I-1 �I_I (2) #5 CONT. 4„ 111— ,�111-1 I r 811 U.N.O. MIN. 3HEARWALL ("'CC TYPICAL BEARING WALL @ STEP SCALE:3/4"=V-0" III, o0 7 SCALE:3/4"=V-0" CC S3 CO' 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING OS�GU� NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ coN (1) ROW 2x BLOCKING @MID HGT. FORM SUBMITTED WITH PERMIT /' ` NOTE: FOR WALL HGT. _< 8'4'. (2) (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 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 HOOK DETAIL SIMPSON SP1 w/ (10)10d NAILS SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) 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 6 x 6 W1.4 x W1,4 FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r •� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE o GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] a I I=11 _ m . p I I=11I—ITI=1I1= 9_ , .p _ z °D c7 p P. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a —III--III I II 'IIIIIh I I I 1=1 1=1 I —1�1=1If _ II . Uj I �II I 6 MILVAPOR BARRIER ITI II D D ° — — _ — I—�I—�f-�f #5 REINFORCING BAR R 17/8" f—. FIFIJI= ' I I1 J I 11= 1 11= I I I I I- 1 I I . 0 I 1_TI=1 III —I 1- r I I—III=J1=11I—� #5 LAP SPLICE 2 #5 CONT. -f1 I —Tj, () IIII p =1I' COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] ON 3" )CHAIRS 8" 1'-4" 8" 95%MODIFIED PROCTOR ASTM T 10" I D15II—=_=I_I li 4 1-4 I'— #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE'�� REBAR DETAILS rF WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. VARIES 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; ° SEE PLAN FOR & LAYOUT DESIGN ° e — TOP OF BEAM ° _ = - .Q I II I I; 771 SEE ROOF PLAN ;� _ _ — —° ° a a I r (2) HTS20 FOR STRUCTURAL T I_1=I ,=1 1-1 -1I I Cl) I BEAM SIZE & _ 1 a 7 CONNECTION INFO c, d' P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB a J CONT. BEAD SEALAI` Q INTERIOR d' a -31-- /2�' jK ° a � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as ° E c co 6 MIL VAPOR BARRIER I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 sIr 8, z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ° SCHEDULE SEE TYP, WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J w o w ABU66 SLAB STEP & RECESS S.G.D. M CIO SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS 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 c TO FOUNDATION PAD d 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 ;o Z GRADE a FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N T SIZE AND REINFORCEMENT) c� WWF OR FIBERMESH �, I= 1,- LU w I I III I I LU v BRICK PAVERS or SLAB PER p o U) _ =III=I ! • �� —_— - Q COMMUNITY SPECS _— _z " 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" o-o FIN. FLR. II —I —I —I I —I —III 11-111—III I I I=1 1=1 1=1 1=1 I I —III—III— =1 I I I I= =1 1— FOOTING L) 11. -1111� 11 l 11 TIT IIII ,11-111-11 I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE �a. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .. n.. ' .�. CONC. PAD INFO. SEE SCHEDULE K TAPERED COLUMN FRAMING CD�2 PATIO COLUMN FTG. DETAIL N S3 SCALE: 3/4" = 1'-0" SCALE: N.T.S. S3 _n � a 0 0 cf N z o z o M v 0 o 1/j Y W o 0 �0 N -o N = � vN � o m w m E E 0 8 ago i = U o ®� N N o� h o d o w z Z W aNy��2 a aW G LL O Z0FugR o .w N '• C Ncc y g Ern 3 d � Q i6iSftaee °n ZLU . • .-� �•� E ai' "\0y o J 4, ROFE�i'1 q 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. o w M 13 Ci z 5 z LL- Q o E =o ? g >m Z® ❑a 0 � ¢o �XU a wo �O o� a o N Qa Q ww U,7 L Cy - C 2 U m0 o' z 3 �z a 3 o2 a N� U a= o �o ;o v a zla x ° 3 °O d' L N C.0 •> CM > O U n m ca I— _ c � T o I CR r CO co as � r M CV � coN o Z C0 Z E O a ci � 'a o JOB NO: 19-5909 SCALE : AS NOTED SHEET NO. S3