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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') 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 INSULATION PER —J CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD ZZ;TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" Q.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ COMP. SOIL. I III (COMPACTED TO 95% .. I MODIFIED PROCTOR I I iT=1I I —I I I I I ASTM D1557) 7 (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 (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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" DECO "FIBERMESH" GRADE "v M _ D 6 MIL VAPOR co BARRIER r OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 JyO.H.D. RECESS z -M M ./. — SEE A/S3 0R J/S6 J -1 � 111 I I II � II 11„ lI II 11' 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 �•� 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--, (2) #5 CONT. ON 3" CHAIRS (TYP.) D —III-III \11L I rl I l (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ T-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 6x6W1.4xW1.4 T WWF OR FIBERMESH co D O I I III �III�IIITI' - 1I=1 I I 1 I 1=1 11=1 1_ 8„ 1 -1`T .._--- r.. Err- I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3l4"=V-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT 11 @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED a GRADE 00 ° I —III —III —III —III —III 0 0 ° ° III—III—i i i—III—III—III- z I=1II=1I1=1I1=1I1=1I1=11 � g ° p D IIIIII�IIllllllllll11111__II1�11- r —I I L-1 -1 1 i it 1 1 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" SCALE: 3/4"=V-0" d 1 GRADE ` =(1) #5 REBAR w/ OPT. 11= I rSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —r r-O.H.D. RECESS n 4 4 I SEE A/S3 0R J/S6 —� LIT--,, I l 11 ,lil, , 111 l llil= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S3 ADDITIONAL INFORMATION. 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 USP SPT24 CONNECTOR 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. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" C. OR 5/8"x10' WEDGE ANCHOR O. A.F.F. @ 24" O.C.) 2'1 ELEV. 4-3 1/2" r3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR 5/" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 6x6W1.4xW1.4 @24"O.C.) WWF OR FIBERMESH 1/2"(min.)- 4" 00 `31/2"(min. - 4" I I 1=1 I I =1 I1 IIII=T I P _II I it I I I I 1=1 11=1 11=1 I I I f=1 I I '' (2)#SCONT, l—-11,,,II IIII�IIIII�III...III.'' 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" S3 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 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. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH (2) #5 CONT. --/ 4 I I-1 LI;_4(,I U.N.O. MIN. TYPICAL BEARING WALL a@ STEP SCALE: 3/4"=V-0" 1 /2"(min.)- 4" O S�Cv�E 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M�N�M�o s (2) ROWS OF 2x BLOCKING @ (1) ROW 2x BLOCKING @ MID HGT. THIRD POINTS 2x STUDS @ 16" O/C f NOTE: FOR WALL HGT. <_ T-6". (2) ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd FITS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8' THICK EACH. USP SPT22 CONNECTOR 3RD LAYER 1/8" THICK. K.O. BLOCK 2x P.T. PLATE PLATE WASHER TYPICAL 5/8"` EXPANSION BOLT @24 " O.C. SP SPT22 @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) FIBERMESH #5 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH r PER MANUF. 0 "' ' J- -0OR #4 REINFORCING BAR ° ° ° _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a _ _ m ' ° D _ _ ° FINISH GRADE [GRADE 60 MIN. Fy= 6oksi] a it I I —III —III p 11=I 11=I I1=I 25" MIN. LAP [30" MIN. LAP] Q —III—I I —III I III III —I I —I 1= _ W ' I �I 11=I I I I -I D'° 1- I l l 11=I I I=I I I; I' T —T �_ _ w III -III III= — —I 6 MIL VAPOR BARRIER -III III t> D ° i __) I R 1 7/8" 1= 11=1 I=I 11=I I I I (=1 I=' =1 I —I I I 11=, N Z T #5 REINFORCING BAR —III . I I=1 I=1 I -III 11=I I 11- III o I I -I I I=-1 I E 1 11=TI 1= r #5 LAP SPLICE (2) #5 CONT. -I I I -I 11=I 1 I, I 1-1 I FE— I I I � • ' III=III=ITI==11T7=�1 D ° _I I T—II LI 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS COMP. SOIL. (COMPACTED TO —I I _ (TYP.) 8" V-4" 8" 95% MODIFIED PROCTOR ASTM ' �= I I=1 I I-�:2-1=' I I 11- T-T I I I fl=l I 11TI-1 11=� 10 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S 3 SLAB INFORMATION. 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH _N SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD M FOR TRUSS _ a AT 24" O.C. MAX. x SEE PLAN FOR CONNECTION INFO ��"' e . ° ' TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN °T — ,-� / P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� '-O" _ a CONT. BEAD SEAL4 INTERIOR ° a -31 /2" oL d 9r Cl) EMBEDMENT NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Od 00 Cl) 6 MIL VAPOR _I ('- BARRIER 1-1—I 1 1-1 1 1-1 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN iCONT. BEAD SEALANT 6x6W1.4xW1.4 T WWF OR FIBERMESH Cl) d d a K S3 FOR STRUCTURALII— BEAM SIZE & W 2x4 P.T. CONNECTION INFO co PLATE O.S.B. n 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S„ 6 ,� g _ Eo. MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. COLUMN LOCATION z ATTACHED PER NAILING OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w SLAB INFORMATION. Ei W SLAB STEP & RECESS S.G.D. M ow SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER U-0" FIN. FLR./-6l, COMMUNITY SPECS i ■ ■ • aoil MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL \T e MAT REINFORCING. r ' 00 GRADE W — Z w —III—I —III—III—I1=1 w LIJ 0 0 W II I II 11 a� I IIII fill III fl Za I =1 =1 1=1 1=1 1=1 I =1 1=1 1= W III I I —I I—i 1=1—III I l l=1—I 1 FOOTING l l l 11 11 l l� 11 1 1 ,l l-III=III—' BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 UI�_ z M O O — O z (O z� Q J z 0 v� .}--d w Q w C i� `%'i � o o Mo � U ti (DM w h E mos cM» N a 'CO, LL00 00 0 ♦ti a)Q O v Q o� rn Q o AI D®;s N. C�B -D�C N �.... 00 �• .e E tLl m � I`I� oUul z •. N co Wv ws 0. 8 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z cV 011-4 �1� H Cn r z M O QU-)-(10pU0 a V) Zn N 0 Ln z fl' M U CL CC) z E z WLU am} V J OZ w 0 Ili Z w m Z z 5 Uoz<zoo z a a U a Q =�?ZF z SW J 0 0 Ce0 U = O �s w N OO ~aOzLU ��J O LP) N � a boa `MJ w w0000 J O O O /••� V Z Z W � o `Z"��z0OZ Q� ^'V l Fa¢JwUI— pa��¢� � N LL�j�p�a (n ' Q wwOu_ZQ �aQoo � Lr) a o Q CO¢aY� J w O � LL a~LL Z LU z Z 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. S3 (MONO)