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11 11 1 I __ 1111 1 1 it _ I 1 1 I I if III I NJ I" . 0 J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 ZITY P') VARIES INSUUITION LE-� / 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 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (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 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 n e (2) LAYERS TYPE I OR TYPE II A (#15 OR #30) UNDERLAYMENT -I I °' . D ' Z-) -I f —' 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE „ 5/8"OR 1/2" HIGH STRENGTH J -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 9/8" „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ S.P.F. DOUBLE ( ) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED 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.ID @ 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 (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > 8'4'. SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION 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 SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE Cl)OIL ELEV. 0'-0' OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 ° ° A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH °3 1/2" MIN. 3 1/2" MIN. ° G A.F.F.ELEV. 4-3 1/2"z ° ° G p ° G ° 2x4 CONT. w D e ° 17—TT 1/2"(min.)- 4" _ p ° . ° I =I� — 31/2"(min.)- 4" ° _— II— I- 31/2"(min.)-4" - II T GARAGE DEPTH VARIES ° 71I — °T'fT�Ti'r ITTr 1 r r I• ,11 n (2) #5 CONT. 4" 1'4' 8" (2) #5 CONT. 4 g U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" IN,S3 SCALE: 3/4"=V-0" S3 Qcs ��Eos�cJR EE SOFFIT A 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"&'X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT O° 24" 0/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. 5/8-4" 7' BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR 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 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY FIBERMESH 2X PT PLATE #5 REINFORCING w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR —� ARCHITECTURAL TYP. A P.T. PLATE PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE �,, R— t. ' ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi (1) #5 VERT. IN FILL MONO OR STEMWALL r — a D FINISH GRADE °O [ ] [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD ° � Cl) � 25" MIN. LAP 30"MIN. LAP CELLS (SEE FOOTING MONO SHOWN P U.N.O. o _ _ _ _ O° 6 MIL VAPOR BARRIER 1> P ° °" R 1 7/8" FOUNDATION PLAN FOR CLARITY ° — T #5 REINFORCING BAR FOR LOCATIONS) 1x4 P.T. BASE NAILER D ° III= =III= = = = z " T 2 05 1 AP �qPI IrF: FOR ROOF PITCH 4:12 OR LESS. I I o • — jr PRE ENGINEERED WOOD - I I e TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACHZZ;- 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 JEDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" N1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - LUMINUM DRIP INFORMATION. ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C .N 2" .O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 4"x4" INSPECTION D > ° =III= =III —III III=1 NOTE: = = = = • _ 31/4" BASEBOARD PORT AT EACH g - cal FOR BEARING WALL 1=III=III—' COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL =III=III= W/ UPLIFT ONLY III_ _ _ _ =1: 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONIC. SLAB co AT GARAGE CONTRACTOR _ _ =1 11=III=III=III=III=III=III=1 I=1 -1 =1 I=1 11=1 I=1 I I=1 I D1557) MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR -� I-1 I I—III=III=III=1 =1 I =1 I—III=1 1=1 11=I 11=1 I I=1 11=1 "—' =1 1=III-=III-I 11= I I 1—CURB 4" V-4" DUE TO SLOPE I 1-11 I I =1 CONCRETE SLAB W16X6 W/—NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE BELOW SLAB INFORMATION. SLAB INFORMATION. CV ' e> - Z Cl)00 y ' y I 6x6W1.4xW1.4 ° 0? 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR S Ro — - _z min. 4" BARRIER C �r 1 a e a �• • a COMP. SOIL. ° °O (COMPACTED TO 95% _ —IT — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O CHAT N 3" CHAIRS TYP. #5 R CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE OU.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—n �r GRADE )#5 BAR w/ OPT. TI— I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND 14 EXPANSION JOINT 13 O.H.D. RECESS z O.H.D. RECESS M _ +w M • .. r a. r f .. 4„ r T I�Iy I SEE A/S3 OR FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-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. SEE A/S3 OR J/S6-1- -'� I I I11TiL„ I I -IF FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STC 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. 21) HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEAL0 •• 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 OO C I— M 6 MIL VAPOR T _ BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE � D w U bb a . i .' I I I• A (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 APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E 6x6W1.4xW1.4 WWF OR FIBERMESH rc� ' A N. 7L\ I ME US I1 1 :n (2) #5 CONT. _[ 11IJ I II I I=rl I I, I ON 3" CHAIRS (TYP.1 8„ V-4„ 8„ 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 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.)17 WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° ' SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN . A a. N SEE OF PLAIN �_ — a'. e %- (2) HTS20 FOR STRUCTURAL — r. E BEAM SIZE & % Air _ CONNECTION INFO k 'I I I 2 2x4 P.T. I PLATE 2x4 #2 SYP P.T. FRAMING w/ = I I I SEE A/S3/J/S6 7n6•• MIN 7/16" O.S.B. SHEATHING '4'r 8" O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. _ w SCHEDULE OPTION #1 COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION J W � 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 : v INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH '- `o A „ 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 COMMUNITY SPECS CONT. FOOTING STEEL MAT REINFORCING. oo g 0 _UJI Z w 1- n- w �w p o U) " � GRADE a ° ;III=III G °• ==III=III=I' —III— —III—III—III= w :III=1 I I I- 11=III=111=1 11=III= U -1 =1 ! • ° a —_ -_ _ _ z — — — ``' a 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" • • BEYOND PAD REINFORCEMEN (SEE SCHEDULE) •,�,,•�, :o,,�o .. . ' ---- • • TING WIDTH SEE SCHEDULE TAPERED . COLUMN FRAMING COLUMNPATIO �>,1it11illltlff Cy w F : 0� ' e 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. O 8 N �O it N gE pip V N 6 Z LL # 0 W J W 04 IN LL LL a a y' M M muJii o a 13 Jam zzO Z �,_� x _- 12 m con N2pjZ O' ILWt2-9G Co LO M o J N Q 00 El El ❑ Z {y z N z � � Q d N r N z CD o v Q A W 0 w s � O N U) U U 'o 12, U3 m • �Q Q 0 N O o C.0 w M i o Z < U_r E � Q. CL 0 cao F- � o � X U 00 Z CV i <0 w o ¢ � w r0 �c C ❑ N U m E O o, Z, z J maw e iz 3 n 3 f 8 U a �w W o Wa �o C ila a� ° 3 C = ^� ) dCD W '> O � T ^ C O V �./ T 0 04p � J N r T r O00 N o Z E 0 a.0 _j Q JOB NO: 20-6579 SCALE : AS NOTED SHEET NO. S3 (MONO)