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3 v c c 's I'M Q rn CD 0 0) I rn i c „ x M CID J 0 rn 11.0 (D v o, 3 C Q rn N G E 0 LZ v c c J N N 0 U i Z 0 i a 0 N LZ 0 M 00 S a. rn 0 cc 0 W v cn I- - - - - - - -I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / INSULAITI 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 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 V (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. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES O a GARAGE SLAB AT STEP SCALE: 3/4"=V-0" d d d c d d a ° 7/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR a" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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"0/16" PLATE WASHER (TYP.) WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 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 5/8- x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 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.) 2x 6 W1.4 x W1.4 ATTACHMENTS 26 x 6 W1.4 x W1.4 c7 31/2"MIN. WWF OR FIBERMESH 1/2" MIN. � WWF OR FIBERMESH ELEV. 4-3 1/2" z � ° A.F.F. p ° b b ° I = III-1 3 1/2"(min.)- 4" _ ° - �13 1/2"(min.)- 4" N 00 31/2"(min.) - 4" I I f=1 I L - TT_1 TI II I I- 1I ICI I I I I I- I I-11 11=I I� I I (2)#SCONT .l 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" Q�s EE SOFFIT @ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR v LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR TYPE "S" MORTAR WALL SEE GGlS3) MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x3 1/4" TAPCONS SPACE ANCHOR SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING *SIMPSON SP1 � BOLTS 6" MAX FROM6. FIBERMESH w/ (10) 10d NAILS - WEEP SCREED INSTALLED BAR END OF 2" x PLATE 2x P.T. PLATE :. W ARCHITECTURAL TYP. T PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED 'E #3 OR #4 REINFORCING BAR i7- . _ a_� L T oe 1x2 PT WD FURRING @ 24" O.C.-� ` ` GRADE , o ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _ z M o FINISH GRADE O0 25" MIN. LAP 30"MIN. LAP][GRADE 60 MIN. Fy= 60ksi] a I� I I-111=I I D (1) #5 VERT. IN FILL MONO OR STEMWALL -0 _ [ IJT- 1/2" GYPSUM WALLBOARD -�i CELLS (SEE FOOTING MONO SHOWN p FOUNDATION PLAN FOR CLARITY ° _ _ _ _ 6 MIL VAPOR BARRIER i I I I ° I �L-I I I _ - R 1 7/8„ U.N.O. ° � , ° O0 1=1=111=1 1=III-III 11 11 �I= N z r CO #5 REINFORCING BAR FOR LOCATIONS) =1 I H I I T1 _ I III 31/2"(min.) - 4'. _I- -II � III III II (2) #5 CONT. 4 'r Try I ." I 8 � I U.N.O. MIN. � TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" � S3 (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) �4 WWF OR FIBERMESH PITCH > 4:12 L - o a° (2) LAYERS TYPE I OR TYPE II ° ° (#15 OR #30) UNDERLAYMENT b FOR ROOF PITCH 4:12 OR LESS. I �I I �I D • I I I (1=t PRE ENGINEERED WOOD 11-I I -I 1 I Ell ° tj TRUSS @ 24" O.C. U.N.O. I =I I I I I I J I I -I I I I HURRICANE ANCHOR @ EACH -1 11 L L I Ijr II TRUSS (SEE UPLIFT SCHED.) W/ 8„ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G *EDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" N1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. UMINUM DRIP ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. (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 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 M i ° n _ I = o==I�==1 Pi 1x4 P.T. BASE NAILER ° III=III=1 =III -III- = ? I I I • o =III=T1Tl=1 T #5 LAP SPLICEx (2) #5 CONT. =III -III I I-L I I 4"x4" INSPECTION > ° _ ' PORT AT EACH NOTE: -III-III= I I -III-, I I � . (_ � 1=1 � 1= � III=1 I I=1 I I=1 I !=1 _ 31/4" BASEBOARD *FOR BEARING WALL=III=III=1 I=III=1-' T COMP. SOIL. (COMPACTED TOFILLED CELL TYPICAL _______=195%MODIFIED PROCTOR ASTMMR11 =I�W/ UPLIFT ONLY _ _ _ _ _ - MIN. 2500 PSI CONC. SLAB _ - i- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR- --c� AT GARAGE CONTRACTOR -III- III=III- -III IIII= III -III- l - -1= D1557) -III I I I-111-111=1 I M I 1=1 I I -I 11-I 171 11=1 -III=' 4° 1' 4° =III=1 1.-1 ;IIII III-1-1 1-1 I- MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB w,6xs a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING w1.4xw1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. CV ' L 1,00 - Z C,, �r _ - _ ° I 6x6W1.4xW1.4 ° 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR _ > _ - z min.) 4" BARRIER - D .I 1 N ° " ov GRADE COMP. SOIL. ° T (COMPACTED TO 95%- MODIFIED PROCTOR m ASTM D1557) 3" MIN. CLR. ON #5 REBAR (1 STORY) STD. 90 NOOK (SEE U.N.O. O CHAIRS TYP. TYP. 4„ 1'-8" (2 STORY) DETAIL) U 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 �I BLOCK WALL BEYOND 14" , ,D. RECESS -Y z M SEE A/S3 OR J/S6 11 Fes, I I t_1_1r-_ FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. - _ (1) #5 REBAR w/ OPT. I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 04 T 0? T t �I !... SEE A/S3 OR J/S6 I ICI I I[r ,II1k FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 01-0 J CONT. BEAD SEALA� 11 a INTERIOR ° a a ° -3 1/2" � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � n c _ Cl) 6 MIL VAPOR IR ON 3" CHAS(TYP.) 36" MIN. LAP [36" MIN. LAP] � 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 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.0.) WWF OR FIBERMESH r 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I AT 24" O.C. MAX. CONNECTION INFO rIN ° SEE PLAN FOR & LAYOUT DESIGN M a TOP OF BEAM 14V< " - SEE ROOF PLAN - _ p d° °. (2) HTS20 FOR STRUCTURAL I_I , , I I1I- BEAM SIZE & -� ;, I I I CONNECTION INFO 4 .IIr I I PLATE I 2x4 #2 SYP P.T. FRAMING w/ -I I , I ,-1T1 �I , I'I 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. 0 SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q w 6x6 P.T. #2 SYP SLAB INFORMATION. � w o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 zz�z_..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 TO FOUNDATION PAD -- -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo ? GRADE FILLED SOLID (SEE PLAN FOR ' 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) C7 =11= a z II WWF OR FIBERMESH M z =III= 1 I III 1 I II II w LLJ l=! ! z ° BRICK PAVERS or SLAB PER p w IIII c�=1 00 -I -_- _ Z a ° COMMUNITY SPECS a _- 1Cn- - - --- -- "' 0-0 FIN. FLR.� BARRIER - ,_I I l i I l i ti l 1=III= I=1 I I-III-1 l i-III i l l ;III=, I -I I -III-III-I I I- ;III„III TH III„III; - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 �� . ��'a� SE SEE FOUNDATION CONIC. N 11 CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 3/4' = 1'-0' 11= - w =1 -III- =-III !-III=_III,= FOOTING v II IIIIIill�llllllli.11ll ,ll =III BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 i i i F QN z Q z Q M E3 M z N o LL Cz Vi c w � O ° w N c E �N U 0° w rn U o x c • �0 Q S� N � V�i J yy h . W W §�a o z 7- U) 11W FZ '..'. M �, Q LU cw Z a �LTj a Z aa,Eliatfl A' 2' v c N 2 LL. 75,� Y� 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. CD CD z W o � E �I Q U o wz ¢k z® oa ro O 1 x° a� W Z �0 O� W Z CV t az mo r � y N O Z 6 < W zz < W > Q LL �o �z z aW =S O ¢ O O c0 v o a z< a r O U 3 c O 0 ^L1 W M C:) Q Co � c T � 0 � � T r co T ai r CM N M o Z M Z c E O C a U _j Q p JOB NO: 19-5906 SCALE : AS NOTED SHEET NO. S3 (MONO)