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3 -n 2 r- 00 LO I m 0 0 0 J L0 I rn b v 3 R, a N v a ev O O J N LZ In U E c c0 i U 0 i 0 0 N LZ N 0 Ln a N 0 W m•• 0 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �(TYP.) VARIES INSU 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 I INSULATION PER CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 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 & —\2� B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. �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 s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ 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 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (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"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (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" OIL INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 a A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 3 1/2" MIN. 3 1/2" MIN. a d a d a d ° a ELEV. 4-3 1/2" A.F.F. p- III)IIIII , I —I Ilb2x4 COw 4a =1111 1/2 (min- 4 _I I — I� 1/2"(min.)TII=1 ITN 00 _ _II—= m4 312{_) -_4 31/2 ( -II IF, I GARAGE DEPTH VARIES — il=IN 8" (2) #5 CONT. l (2) #5 CONT. 4" ILI 4"- 4" g U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 S3 ') 60 pGs• EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C \ M ��o s SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY \,/ �coN� (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 3 FOR WALL HGT. <_ 8' 3 8"x8"X16" KNOCK -OUT 3rd PTS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @GARAGE SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. 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 Fi00K 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 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600#) *SIMPSON SP1 6 1/4 x31/4 TAPCONS BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY `I w/ 10 10d NAILS - FIBERMESH BAR END OF 2" x PLATE WWF OR FIBERMESH r ( ) i., WEEP SCREED INSTALLED 2x P.T. PLATE ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS - p 1x2 PT WD FURRING 24" O.C. FINISH = ASSUMED FINISHED _� p #3 OR #4 REINFORCING BAR LLI GRADE 40 MIN. Fy= 40ksi _ _ _ ° ° _ _ — _ @ GRADE N a p ° z #3 & #4 LAP SPLICE j j-1 j j j m. p I I—III—III-1 I I_ 9 D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a — p I - 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? a p 25" MIN. LAP (30"MIN. LAP) III I —I I I III III —I i I=1 I f= CELLS(SEE 1 —I I , Z LLI II p,° I 11=•I I I I=TIIII I 1==�1 1I==�'1 LLI ITFOOTING MON0 SH WNU.N.O. oOFOR CLARITY ' FOUNDATION PLAN 6 MIL VAPOR BARRIER -711—I _T R 17/g T —#5 REINFORCING BAR 1 I 11-FOR LOCATIONS) D N I' 1 x4 P.T. BASE NAILER ° III—III—III—III=III=III- ? I I —I 11=1 I I—III=11- — #5 LAP SPLICE (2) #5 CONT.I-L-I 4"x4" INSPECTION D I=III=III=III=III=III= I I I II I I ITI�1 �I I1L�I 1 ON 3" CHAIRS r NOTE: _ N • _ _ 36" MIN. LAP [36" MIN. LAP] 31/4" BASEBOARD PORT AT EACH g ° D I I =I I =I I -I I IEEI I I=I I1- °' " *FOR BEARING WALL I—III=I T =I —III= � COMP. SOIL. (COMPACTED TO —_ I III_I __ (TYP.) 8 1'-4' 8 FILLED CELL TYPICAL _ _ _ _ — 95%MODIFIED PROCTOR ASTM I — _ _ _ I I WI UPLIFT ONLY _ _ _ _ — — — — —' I 1=1 11-1I =�—I 10" MIN. 2500 PSI CONC. SLAB --- — — — _ _ _ _ _ T 111=11 I —I I I=� 111=� I I=' `- M AT GARAGE CONTRACTOR III III III III-III-III-III-III-III=1 I 1=III=III=III=III=1 � I� ,I I D1557) I I�—I � I —III III—� MIN PSI MAY VARY PER cn III=III= = 1= = = = =1 = 1 =1 =III=1 =1 — 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR - �,_,-1 I_-ITI ITII; ITI„I l-i l-i 1-11- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH„ DECO FINISH 4" to 6" SCALE: 3/4"=V-0" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. p 6x6W1.4xW1.4 6 MIL VAPOR 31/2" WWF OR FIBERMESH — I p ,r T min.) 4" BARRIER 4 a a - D . . �, ° a v GRADE COMP. SOIL. ° (COMPACTED TO 95% m=1FTF— MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. IV-4" (1 STORY) STD. HOOK (SEE 4 U.N.O. " V-8" 2 STORY ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 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 `I UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH co PITCH > 4:12 .-/4 ° (2) LAYERS TYPE I OR TYPE II _ (#15 OR #30) UNDERLAYMENT -III—I I �I II m ° ' ' II 11=III=1 FOR ROOF PITCH 4:12 OR LESS. - ' 1=�1 I I —I I —I p • I _I I =1 I I-1 I l, �' PRE ENGINEERED WOOD ' I —I U= 1 1=I TRUSS @ 24" O.C. U.N.O. . I �I _IIII�TTI�III—II�� HURRICANE ANCHOR @EACH - I ;TRUSS (SEE UPLIFT SCHED.) W/ 81 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ,__SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING \12-N.O. 2x SUB FASCIA 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. OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS 'T z ^'z EO ff MI 1=1 SEE A/S3 OR J/S6 JiI 1I111lI111 1III �_ FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 • II 1 1I III TI -(1) #5 REBAR w/ OPT. I PSQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS CV � M a T ch —' II 11— r i i I e• a I I I -I I"-- • 4„ I� I El SEE A/S3 OR J/S6-11—I11 I I Jill i t, 1111111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0�1-01, CONT. BEAD SEALk � a INTERIOR °° ° a -3 1/2" d °e CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a� 00 II"'�jII M 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 R FAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH NAILS TO TRUSS TOP CHORD FOR TRUSS 10dAT 24" O.C. MAX. , x CONNECTION INFO - A M SEE PLAN FOR . % & LAYOUT DESIGN e .. — TOP OF BEAM a _ I I— - ° I I-1 I-� � I1 T SEE ROOF PLAN HTS20 FOR STRUCTURAL — — _ a; A '. ° a ° I I `' (2) . °' a I I) BEAM SIZE & CONNECTION INFO c —� '11 � � 1T11N 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 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 o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.C. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL ANDZ,,,,,�G 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 TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS eo z GRADE a E M FILLED SOLID (SEE PLAN FOR _ 117 _111 = a _ a _ ° 6 x 6 W1.4 x W1.4 ry SIZE AND REINFORCEMENT) 0 � I I I= � ° °• =1 = WWF OR FIBERMESH '- M z w o ►— a w —III—) II I i I=III—III w I�I=III= z BRICK PAVERS or SLAB PER w p o _ —III -III=1 • • �• —_— - z a =I—_— =Ti a ° —III=1-1 1=1 1=1 1=1 1=1 I=I 0'-0" FIN. FLR. COMMUNITY SPECS `- 0 1== I=I ° =III=I I 1=III=III 1=1 I=III=III 4 I _ — — `o — —III=1 I IFil= W III —I-- FOOTING �j —III=ICI ill- I,;i� BEYOND PAD REINFORCEMENT III��II�TiI� 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" CONC. PAD INFO. v r SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCDT2 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" s°ALE' �""-''-0" S3 SCALE: N.T.S. S3 a 0 L� Cb z 0 0 0 m z ° t/) o r Y w a n a V a O LU LA o �.. oE 8 _ C) 8 U o ° N N o� Z_ 1� d o w z gLL� a_ �. -.JagZ w w LU N Aid a 0. � o�j1j �a ° Zp 0 Pa �oi� JI lee OFESSi®@'� 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 Engineers signature and seal. o w co M ¢ o Z � Q fl E =o `=o w 0� Z® ❑a co foCL O� C:)E d¢ o 00 ire az L Q i m 0 U) C _ C Zz O Y V o 0, Z, zNm Q) ,J ¢° QW �z (j ao o a= =3 ;o � OI, a o 3 0 O ^L1 W .> O O co U -C o U C m C s— ca T ai M CV o m z O I z d U 0 Q p 0 JOB NO: 19-5894 SCALE : AS NOTED SHEET NO. S3