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Q0 M 0 J cV N / a to N 0 0 N I 2 0 3 a N 0 a v 0 O c J y 4) Lz O 0 0 a. i 0 0 0 J N LZ Q N 0 0 a N N .M °3 0 m 0 --I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / V (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. , 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.)4111- WWF OR FIBERMESH PITCH > 4:12 D . ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT - 11=11J-I I �I °' . e ° 1I I I I rI l I - I 11=IDII=°1'll-1 I°) Am I II --�III II II--_ �II III I ' C) IFOR ROOF PITCH 4:12 OR LESS.� �:I-I�i -PRE ENGINEERED WOOD I TRUSS @ 24" O.C. U.N.O. F HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ g� 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 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE IN ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL-SEE SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS SOFFIT SHEET 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. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M 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 W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE _ D _ r00 Cl) - - - D W 6 MIL VAPOR`/ BARRIER 4 D TT - D :t • N II r COMP. SOIL. ° (COMPACTED TO 95% _ I= MODIFIED PROCTOR n I TTi=iT[= I T[T ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. N CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS 'T z 4 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 4 G a a a a a � a a a a GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 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.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OIL OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2", z (-3 1/2" MIN. ELEV, 4-31/2" 11 A.F.F. p ' U CD nl W D - - rr, -rr • 0 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s EACH END (WHEN PARALLEL) (U.N.O.) (OR „ GYP. TYPE „ X„ @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) (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/ iGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"0/16" PLATE WASHER (TYP.) :OR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SMPSON 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 5 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 2" �31/2" MIN. i 1-III=1 I I� I'31/2"(min.)- 4" ° -1 TI 11=1 11-' ' co- ° ,�r �� 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. > 8'-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH �1=' 1/2"(min.)- 4" `31/2"(min. -,+ if 1 11 -III II -III- •,.�„ „ _ - I_ 11 z -►T� it L T-1 I I-III-1-I 7_TI=I (2)#SCONT. l =Il III :LL hll_„II 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL C� STEP C� SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" ooN `1 PGS' $5_00 M (min.) - 4 -�-I I- =1� I I 11_1 I ' =1 I I-1 (2) #5 CONT. ' I� 4 U.N.O. MIN. rCC TYPICAL BEARING WALL a@ STEP SCALE:3/4"=1'-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.[WEEP 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" „" „ „o 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 SIMPSON SP1 w/ (10)10d NAILS LT INFO. BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8' THICK. K.O. BLOCK (IF LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD "SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X SPACE ANCHOR BOLTS 6" MAX FROM w/ (10) 10d NAILS �, 2x P.T. PLATE FIBERMESH SCREED INSTALLED BAR Lu END OF 2" x PLATE TYP. r ASSUMED FINISHED c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D ' GRADE D D ' D FINISH GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. F - 60ksi y ] M a - I1-III-III e r° ' z MONO OR STEMWALLCl)° �- - D, 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN FOR CLARITY ° o ° D D °O 6 MIL VAPOR BARRIER i- n ° I�Trfi _ - I M_ -,N _ -°T° z R 17/8' w � T I I III- I I= _ I II I II #5 REINFORCING BAR I=1 =1 =1 =1 I I= I =1 (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 r d III I I=1 I f T I 1=' r III=III=III=III=III=1I1= z - o I=1 I I=1 I=1=1 I=1=� I • �1-1TI=1_ I 2 #5 CONY. _ T #5 LAP SPLICE O NOTE: g ° = = =1 I = = - N _ I D °' OY3 )CHAIRS 8„ 1,4„ 8„ *FOR BEARING WALL _i r COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] 1=III=III=III=III=1 I I 95% MODIFIED PROCTOR ASTM 10" W/ UPLIFT ONLY - - - I , III=III=III=III=III=III=III=III=III=III=III=III=III=1 1=III=1 I D1557)#6 REINFORCING BAR #5 STD. 90 HOOK[ �II�II�I-ICI-;�1=1�1-ICI-I�1=I�1=1�1=1�1-1 4" 1'4" #6 LAP SPLICE TYPICAL INTERIOR BEARING -III-III-I-I I I=� I=1 I- FRAME WALL TO C.M.U. WALL CONNECTION r D TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" A. ' �r GRADE _ I I - (1) #5 REBAR w/OPT. ' 1=T-I 11=1 I I I- 11=1 11= I PSGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 04 ' � ' a (T M IFj -III-11� II 'a;'. y :: : • - - -I I r11 I , 4„ r SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. III S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0,-0„ - CONT. BEAD SEALAP INTERIOR 4. °. -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 � e c �- _ N Tf--III- I^ III- I- - --� co 6 MIL VAPOR ��-�T�� BARRIER 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.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO ° SEE PLAN FOR &LAYOUT DESIGN ,� a TOP OF BEAM - SEE ROOF PLAN c -° (2) HTS20 FOR STRUCTURAL �m� T � I � ' BEAM SIZE & CONNECTION INFO , a ° ° - T. 2x4 #2 SYP P.T. FRAMING w/ PLATE „ SEE A/S3/J/S6 Ins MIN 7/16 O.S.B. SHEATHING T- 8 o.s.B. Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL COLUMNLOCATIONQ � Iw 6x6 P.T. #2 SYP SLAB INFORMATION. o J ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .-. EXTEND FILL CELLS TO FOUNDATION PAD -INSULATION PER CHART ON FLOOR PLAN -CONY. BEAD SEALANT = 6 x 6 W1.4 x W1.4 cam, T WWF OR FIBERMESH '- .0 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) 0 ? c i z = =-�I- LLI p a = GRADE a __ __ _ ° a _ -I -I a a• I�II�I�III w -1 = • • °• - - - - _ z Q 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 0 r • • TING • D PAD REINFORCEMEN 3" MIN. CLEARANCE <FOUNDATION(SEE SCHEDULE) FOOTING CONIC. PAD INFO. SEE SCHEDULE TAPERED. X eet641!li��r f�� r c . Cl O f . .......... Nit 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. rn ,WIq 00 OD 0 pip 009 m ci coNr N (o "oW LL CO ,n J a Z ,611 S m� 25 W (n a a � 0 o is 12 W of_1LO mma W m g E T cn �No p a a N Q M Z 0:Oy V O J Z �� I--] El W z o 0 z <c Ln - z LL Vi Y o a •O - 'm IN w F CL, E U 00 w o, Rig o = N C/) I _0 c m 0 ` m O w M Cl) �2 S z < J L CL zo z� 0 (v0. im X U �o 0¢ ow N �o o <o cow C n C 0. mo oLL J �z ,n Cn a ° - o z go son Q wLL �<ju az �nw Q xG o w� coo COD C 5 a = =N O 2 L � m W �o ��0 O ^ J O Q �11 m r o Z No � T r o M \ Cl) o z m Z = O E � �,03 d U 0 Q p � JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. S3 (MONO)