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co S Q d- c 0 00 r i 0 i Q rn N O J 00 i N v rn 0 3 tz a N N a E E 0 L 0 C C J N 0 LZ U v U i 0 U .G a z I i O O 0 J _O CD O 00 0 O a N N 0 m v FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 5/8" OR 1/2" HIGHS" 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 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 0 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I- T�IIII I v PRE ENGINEERED WOOD I CI�II,I I II 11� TRUSS @ 24" O.C. U.N.O. -I HURRICANE ANCHOR @ EACH -II II (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 z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" "MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH • I II�II�I r-' r TRUSS (SEE UPLIFT SCHED.) W/ 8-1 METAL PL. UNDER EA. TRUSS /MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF //�,-_7116" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT (�GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - ALUMINUM DRIP EDGE ALUMINUM FASCIA ' .N.0. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANCHOR \ �8 C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE 'IS" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL *FOR BEARING WALL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY MIN PSI MAY VARY PER AT GARAGE CONTRACTOR MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 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. �r �r �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 ROOMM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" 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 70/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" 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 NSULATION 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.0W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS . STEP, SIZE OF FOUNDATION AND 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" 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.) 2r1 x 6 W1.4 x W1.4 ATTACHMENTS 2v' 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH 0 31/2" MIN. 31/2" MIN. I ELEV. 4-3 1/2" z A.F.F. o °' - III =1T� 1/2"(min.)- 4" - - - o ° . ° 11=1I�1 �--�I31/2"(min.)- 4" N ,- ° •' I T-IIIoo , 31/2"(min.) - 4" 1 I-1 I -III I I-� I h 31/2"(min.) -4" 1=11 I I1 = II- -1I .. I 1 II I�I I I I -I II 11I=I f� l II 1 1 I I-111�1- 1 I r-""' - (2) #5 CONT. 4„ 114„8„ (2) #5 CONT. 4" C8=l II I I rI I U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP (`CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0° S3 ens' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ �MJo s INSULATION PER FBC AND ENERGY \ ,/ 1coN� o (1) ROW 2x BLOCKING @MID HGT. 8" C.M.U. FORM SUBMITTED WITH PERMIT /� ` FOR WALL HGT. < V-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 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". N #5 VERT. IN FILLED CELL LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. (10} 10d NAILS 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. PLATE WASHER TYPICAL @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR 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# s (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR ) 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 6 x 6 W1.4 x W1.4 REE SPACED EVENLY FIBERMESH _ N WEEP SCREED INSTALLED BAR I¢- END OF 2" x PLATE WWF OR FIBERMESH :d 2x P.T. PLATE o �, PER MFR INSTRUCTIONS w ASSUMED FINISHED '� #3 OR #4 REINFORCING BAR � GRADE `, o ' • ° z #3 & #4 LAP SPLICE GRADE 40 MIN. F74kssil a m p.___ oo GRADE 60 MIN. F-III-I I I� I 1--) I I -I I I�-L= o z �,� - -711 - TP, o FINISH GRADE 25" MIN. LAP [30" MIN. LAP)[I I-1I I g ILI I I , �I I I f-�I L D I I _°O6 MIL VAPOR BARRIERIII ° I 11=I I= 00 R 17/8" �' - I I=�-�=III_ _ -I I I ° '=III=II= #5 REINFORCING BAR -III _ II I I II 11111111I 11I I I I z ' -I I I I -I 11=1 I I II I IT r #5 LAP SPLICE O I I I� 11=1 11=1 I 11=1 { I I 11- =1=I 11=I 1=III=1 1=� I I- 11 I 2 #5 CONT. III-III-L I I=111-I � 1-I � I N I °.-11-[-11- =1=I I=I 1=III=1 1= •- COMP. SOIL. (COMPACTED TO _ =i 95% MODIFIED PROCTOR ASTM I M 11�=IT=�= = I a =1 11=1 11=1 11=1 1=1 11=1 1=1 11=1 11=1 I D1557) I I III -I -I I1 1 I1=11a.=1IIII-I I I 111 I1-1 I I I=III-III-III-III-III-I I I-1 I I-i' 4-1V41 �I l li � it ll,,l l l,,l l l III III-1 I' CONCRETE SLAB W/6X6 n NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.axW1.+ WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION. _ 0 Z 6x6W1.4xW1.4 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR I o - I = - _z min. 4" BARRIER D p lr 4 I I2 ° av GRADE COMP. SOIL. ° • (COMPACTED TO 95% -I I I I I � Iit I MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. Y) ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--t BLOCK WALL BEYOND 14" O.H.D. RECESS z M � 4. ". ;e.• . 4" I I co T III 111 :�. I � II I I� SEE A/S3 OR J/S6`l! II I I F11 IT. 111I II i 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' ' (2 STOR ) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. -111=11. v _ T-III-TTT-I T' Ell I - - - -(1) #5 REBAR w/ OPT. -I I F-=I I F= 11= 11= I I-fl f= I 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 4. _T�_ v ". a. I co I II11111 , 4" r Iu �To �,IIII •I 1 I I e• +'' :.: III I I' SEE A/S3 0R J/S6-` -11111 I Il IL 1 I 11-, FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS �} SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEAL0 - a INTERIOR d -3 1/2" 'e e .r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB c M 6 MIL OR =I I 1- BARRIERu 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1' 4" 8" (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HCJOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF'�� WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �,13� SEE PLAN 1 1/2" RECESS FOR VARIES 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 °�N ° SEE PLAN FOR a . TOP OF BEAM 4V & LAYOUT DESIGN a aI 1--jIJr7-..l- SEE ROOF PLAN c _ - - -° <' d. ° a d I �f III T (2) HTS20 FOR STRUCTURAL r _ , , ' III I I . `' BEAM SIZE & iv I� CONNECTION I I = - • IIIII�- I• 2x4 #2 SYP P.T. FRAMING w/ -_ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6- z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE j SEE TYP. WALL SECTION FOR ADDITIONAL j LU 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-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 �1-1/2" 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 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. r� i CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH T `" n, 0' 0" FIN F w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER / COMMUNITY SPECS 0 GRADE a 0LU ,III=1 I ° °• =III=1 =) -1' Z tz- w -III=1 I-f 1-1 - w W O W I I=1=1 I Z O o = I I=1 ! ° a -_ _ - z " - - - - - _ - "' d C 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" ��S3 ° SEE FOUNDATION CONC. PAD INFO. TAPERED COLUMN FRAMING rCD12 SCALE: 3/4"= t'-0" 11771 -1 1 III I -I II_ -I I -I 11-11 IF FOOTING -' -I I I I I -I 11-111-111.. I I I=111=111_ Ij=1II�illllliillllll ,ll =III=III BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 r 1 C� 0 � 0 �a�R\14185 @ ERdFt,�f�� ti y ES - 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. 9) F Q -tE 10 , pp -, FAC:)N Ci N _. MNh� , . ll M m IL M Q Z UJ j W (n Lu ai LL 'y'y a a X F- @ago DSO m�oo W Z2Z'0 Boa ILW'monrO Z N Cn <co z Q 0 7 Ut- W ° (5 I1oo SRI C3 z N O - z o V J ("J d o M a � Z s Q) 4 fCj U CA Y W a Q � a O W w � �N N U CO ` E 0 ! =W 8 z U o N c U) ®0 r, o W co coo z Z u EE E ° z�s w= Z® Im �0 ° O E N O¢ a O ¢o ¢ �� d Z rw L - Q ❑ '0 >z m C, 3 0 go W Q 3 U w < az C:) oLLo w � Im Cza � c � o T y > cj- L °' W ny 0 .> d- ty N co i11 C N O �1 0p � (� Z (V T � T _ 0 � CDo T ai m Of)Z z MO E In CC a U _j ]OB NO: 20-1788 SCALE : AS NOTED SHEET NO. S3 (MONO)