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- - — — J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 1Z P VARIES / (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT °' c FOR ROOF PITCH 4:12 OR LESS. - T PRE ENGINEERED WOOD - TRUSS @ 24" O.C. U.N.O. - HURRICANE ANCHOR @ EACH 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 NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 ELEV. VARIES INFORMATION. 5/8" OR11/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM DRIP EDGE LUMINUM FASCIA 12" N.O. Zx 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 FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. 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 ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE C 1 = Z_ � ch �'' I 0 - 00 6 MIL VAPOR ° z r BARRIER ; 1 D T COMP. SOIL. I ° (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION fleA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS � z • 4" 00 I : T SEE A/S3 OR J/S6 FOR REINF. INFO. I I 3" MIN. CLEARANCE 1' " (1 STOR) ) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS 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 " �r 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 (U.N.O 1(O HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"&'x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS �l SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 318" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 19KOR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL I ° A.F.F.\IF O.C.) 211 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" c7 r31/2" MIN. p .�31/2"MIN. ° "ZLEV-0-31/2a 4a ° ° a E 4 2x4 CONT° ° ..F. °° a x ° 1/2(min) ° 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 FITS FOR WALL HGT. > 8'-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ WWF OR FIBERMESH s JJ 1/2"(min.)-4" ° 4a 0 = _ �I = 0. GARAGE DEPTH VARIES 31/2"(min. -4" _ - - 31/2"(min.) -4" - - ° ^ ° - — ° ° - (2) #5 CONT. 4" 1'.4" 8" (2) #5 CONT. 4" '4 8° U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C TYPICAL BEARING WALL @ STEPrCC SCALE: 3/4 -1'-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 CU SAC Jose( 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ens fiEo 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C J M N��o s LOAD BEARING OR INSULATION PER FBC AND ENERGY ��oN� (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. s 8'-6". (2) 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING 3rd PTS @ #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 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/ SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR WALL SEE GG/S3) (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 500#, MIN. TENSION 2600# ) *SIMPSON SP1 SPACED EVENLY 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 E 6 x 6 W1.4 x W1.4 (10)10d NAILS �„ 2x P.T. PLATE FIBERMESHW.w/ WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH T TYP. r ASSUMED FINISHED ._ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w , ° ° 11 ' ' GRADE E �., ° ° z #3 & #4 LAP SPLICE GRADE 4o MIN. Fy= 40ksi a r e . °• c MONO OR STEMWALL ° z ° '•' C a °' • _ FINISH GRADE O° � 25"MIN. LAP [30" MIN. LAP) [GRADE 60 MIN. Fy= 60ksi] a I p . • - T - r FOOTING MONO SHOWN D u °O °r° w ° I FOR CLARITY ° D D _ 1=III=1 1= I=III=11 =i 6 MIL VAPOR BARRIER A. #5 REINFORCING BAR R 1 7/8° � I II - p D °0 N z - - - _ D ° ? -III-III-III-III-III—II � • #5 LAP SPLICE (2) #5 CONT.- NOTE: g *FOR BEARING WALL ° ° D 1=III=III=III=III= 11- N I=i 11=III= (=III=III= I '' ° ° COMP. SOIL. (COMPACTED TO - 36" MIN. LAP [36"MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4" 8° W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM 10" I I I=1 I=1 I=1 I=1 I=1=1=1 D1557) -III-1 = =III=1 I =III=III=III=III-III= I-III=III=1 i -1 T�- 4" V-4" #6 REINFORCING BAR #5 STD. 90 HCJOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL rE SCALE: 3/4"=V-0" S3 REBAR DETAILS SCALE: N.T.S. rF S3 WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 SEE PLAN 1 1 RECESS FOR 6 x 6 W1.4 x 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.. D. (U.N.O.) WWF OR FIBERMESH min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° " a `v GRADESEE AT 24" O.C. MAX. PLAN FOR CONNECTION INFO - M ° . 00 •�� jk"" TOP OF BEAM & LAYOUT DESIGN •. _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN - ° a' ; ° a ° FM i�EN f,IVCLOSURE (2) HTS20 FOR STRUCTURAL - T € - I BEAM SIZE & ;+ 4' !4CONNECTION INFO '- - ° A MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M (V a w 4" . T SEE A/S3 OR J/S6 I , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0 • CONT. BEAD SEALANT 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 O T 00 E _ N 1=1I1— 1=_= 1=I M 17 6 MIL VAPOR BARRIER - - 1L 1L -III-III-1 11= I- 111 ,,111 ,111 IIIII,; 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 i I --2x4 PT. I 2x4 #2 SYP P.T. FRAMING w/ lo PLATE i „ SEE A/S3/J/S6 " ins" MIN 7/16 O.S.B. SHEATHING 8 O.s.6. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION tt i w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION j � J 6x6 P.T. #2 SYP SLAB INFORMATION. o 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/ 1l4"x3" TAPCONS AT 8" q MASONRY WALL AND GARAGE COLUMN TO PORCH SILL 0 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 _ TO FOUNDATION PAD :. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `Q ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS - Z M C FILLED SOLID (SEE PLAN FOR a �I 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) p = ; I I I=III ° a °• I- I I=1 I I=1' WWF OR FIBERMESH r `" Z o ~O LU 1=1 11=1 III= I III=III=I =I w ° a BRICK PAVERS or SLAB PER w 00 = =III=I • • °• Z - -0 = z ¢ v 0' 0" FIN FLR / COMMUNITY SPECS " -- 14_-_ - - FI[— -- "' ¢ >p✓j�•p 1 1 p>i�i.? . .• -I -III-I 1=III-III I I -III-III--- w -III I 19 I I=1 I F1 I I-i 111=III=1 I I-' FOOTING ; �I 11=1 11=1II�--�I 11 ,I 1=1 11=1 11 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILK`�N� SCALE: N.T.S. S3 a 0 0 0 Z N t0 z g a - J r- C, N )V)tl z 4 0 w (n t~ E ru U m '® w o z• = c in Q W s N N yy o a H LL� L, w w us CID �z a W f�, m z ZQto 42 sm �o i `/f z '4I Nl LLM Lai 5 '•, O /'tlltllllll\ 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. co M W Z U- E"o o 1� ? X O oa 0 UU ZO �Z m0 c j Cx oLL Z Z N J 22S ab ~OU �0 CL 0 - Wa S3 � o CO << 5 �o x 0 st v 3 O 2O ^L' W ,! CM N Q c o N m 2 r C � o 0) O I M c N r T ui M � CV) N c t6 Z O H E y M m a E w U 0 Q p C J JOB NO: 19-5339 SCALE : AS NOTED SHEET NO. S3