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I - I-Iffl-M A. .. 1■Inl■lrugvr[I .1 ,..1, I 1 1 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �(TYP.) VARIES / (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 /� I IU7/16" O.S.B. MIN. SEE ROOF /NAILING SCHEDULE ON SHT Ci 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA \12'N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL o 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 co 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" BELOW GRADE E- r ° L I 00 M � s 6 MIL VAPOR > z t BARRIER ; C � 1 � D i�t COMP. SOIL. ° T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4■ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-, SEE A/S3 OR J/S6 -�`� FOR REINF. INFO. 3" MIN. CLEARANCE 1' - (1 STOR)) / V-'8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' - (2 STOR ) GARAGE DOOR SLAB RECESS ri1 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.) =1>t: 1=11=11=lilt: (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s V-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 _ 6x6W1.4xW1.4 WWF OR FIBERMESH ° TT I I ,�r 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. L� 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 2"°x3/16" 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"• 31/2" MIN. ° ° ° ° ° ° ° ° ° ELEV. -0'-31/2" � ° °° ° ° . p ° 2x4 CONT. ° ° A.F.FU- °O d z ° °° ° g° ° ° N 60 r. p °4 I I ° 4 ,�r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 112" 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 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)11 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. ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR �1) HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TID WALL.HGT. < 8'-1 (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT:1/2"x12"TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE ANSULATION �—INSULATION PER CHART ON FLOOR PLAN / @ 24" O.C.) PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION IMPSON SP1 w/ 10 10d NAILS ()IF NOTED, THIS REFERS T SIMPSON SP1 w/ (10)10d NAILS F� STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE x 6 W1.4 x W1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 31/2"MIN. ° 1/2"(min.)- 4" _ > 00 n n 0 . 1/2"(min.)- 4" 8,t�ll� ' �" �I I • ° ° ° a ° a ° 31/2 (mm. 1-4 - 31/2 min. - 4 I` JI , j�,j7LTf( GARAGE DEPTH VARIES °- TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ � 1,�„ 8N (2) #5 CONT. U.N.O. '4 81. WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MIN.SHEARWALL C TYPICAL BEARING WALL @STEP K`CC "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 S3 S3 FOR ADDITIONAL SLAB INFORMATION. 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 �vV 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 iv 2x P.T. PLATE TYP r ASSUMED FINISHED GRADE MONO OR STEMWALL z ° FOOTING MONO SHOWN o p FOR CLARITY p D o ° D ° i-III-III-III-III-III-1 III -I -I I -III -III -I i I- ? NOTE: g D ° I-III-III-i I I-III-III-� I M I I I -II I-III=1 I I=1 *FOR BEARING WALL I= 1=1 =1 I 1=1 1=1 I- '- W/ UPLIFT ONLY I I I=1 I I=1 I I-1 11=1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 -I-III-III=III-III-I 11-I I I=1 I I -I I -TI_1 -I III �T IT, l 11=1 11=1 11=1 11=1 I �- -I I -I I I-1 I I l 1 I I-1 I I. III-III=1 I I -III -II I -I 11-� FRAME WALL TO C.M.U. WALL CONNECTION 11-1 11= I I I D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" . ' ° v GRADE — e _ T M 'IT (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT r O.H.D. RECESS z 13 O.H.D. RECESS •.. z M•.. tt d• 4" • °� I 4 SEE A/S3 OR J/SI FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) 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" O/C EDGES, AND 12" O/C FIELD. �E�S�GJP ems• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 0� s INSULATION PER FBC AND ENERGY�c � J 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 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 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 r WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR p ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T M FINISH GRADE °D 5 (GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIEqR% . ° ° 0O T R 17/8r - ' fV z #5 REINFORCING BAR • • • • • Ih�I II".�Il=1I= • • . - • • `IIEI�11::11.11,11.11 �1CC u7i IIv� llr SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. ol 1/2" FROM SLAB CONT. BEAD SEALANT • INTERIOR a.. 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 e0 E - n z � Cl) 6 MIL VAPOR BARRIER t 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� j 6x6W1.4xW1.4 c� I `WWF OR FIBERMESH ) r, K S3 . REINFORCING BAR D • / / • 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 o n W U m' d a r REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL ,- BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7/16" O.S.B. you COLUMN LOCATION I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w � SCHEDULE C ¢ 6x6 P.T. #2 SYP �W Fn ABU66 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE W/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS r (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-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#) s E 6x6W1.4xW1.4 WWF OR FIBERMESH r (2) #5 CONT. . ' =1 I - I r' ON 3" CHAIRS 8. 1 r A rr pn (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0"VARIES S3 1 1/2" RECESS FOR - i r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH SEE A/S3/J/S6 --" I T l -n: r' /' `r'-"'- ' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS GCSS.G.D.��M SCALE:3/4"=V-0" \\ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL ._ EXTEND FILL CELLS = TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. c-4 ' M GRADE --A 00 d c�Uj;III=III a ° • ° 1=I 11111=111=1 z W LLI o I=1I 1=1 =-III-I 11=1 -I i w 0 CIO = illlllllll • • °. 11=1�1=1�1 - z Z a UL — `� ITr1 =1-I I I I 1 I 1=1 � 1 I I 1 11=1 I I= III I i-I I -I I -III -I I-i I-i I I_ ' FOOTING 1 1=1 11=1 I a I 1=1 I I I I -1 11-111- BEYOND PAD REINFORCEMENT 1 -111=1 I I -III ,- (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 s,�rst�tttklEOlfftt�/�`f .a �A S E" o Q � v I • J T_ C '� F L 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. Q �Np N ik N co J 0 d! rtf N - LL � ,o � J -i W �r`C� LLLLa �i ul e1 M M W ' fA @LLLL' aa� J Z �Im (m� Z IL Go US N D y ��Z U� U Z O W z z N Z t7 C a/-}-�+ V .O cn LLJ M W Ul g N Q Offit M =9M W 1 U- E o �a n OV 9 r6 �� 18 o° _CL ° Z E a �Zq �z ry N C � O iz Z J ° �z W (� 8a 0 Sao z �w z F il% 3 W � m U O 0 1..� 0 m 0 CD ~ -Q C E d- f d" ■� = CV r N00 N r m M N c CC z T E O iri O — Z to a E U « Q to C JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. S3 (MONO)