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_ J 2x#2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.IT 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 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 n (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT c 4, p — FOR UNDERLAYMENT FOR ROOF PITCH 12 OR LESS. ji- REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.12 HURRICANE ANCHOR @ EACH �P') VARIES TRUSS (SEE UPLIFT SCHED.) W/7nW.F METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA TION LE SHINGLE ROOF 7/16" O.S,B. MIN, SEE ROOF WALL W/OUT UPLIFT KGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 ELEV. VARIES — INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE " 7PF 71"IF —T\/)— 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.Ill (OR %" GYP. TYPE ")" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (O1(OR / GYP. TYPE HIGH STRENGTHX"@ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)1Old NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REI FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ — EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"4/16" PLATE WASHER (TYP.) _ INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 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 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL ° < A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" 31/2" MIN. 31/2" MIN. d . ° Q , ° a , o ° 4 ELEV. -0'-31/2" z a a ° ° ° a4 4 2x4 CONT. o o A.F.F. p ° " " ' —+5;d 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. > V-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° 1/2"(m[n.r 4" 1 4" 1 1'.4" 1 8" 1 4 1 I'.4-- 1 ?s U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" ll S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING t GYP. TYPE "X" @ GARAGE \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT A 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M�N�M�o S SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 11110 N� \,/ c7 {1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` NOTE: 7 FOR WALL HGT. <_ 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 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 ROOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ( IF NO UP LIFT ON @ 24" O.C. VERT. OR 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/ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# ) (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE X 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N W/ (10)10d NAILS = 2x P.T. PLATE FIBERMESH 1 WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH , 00 ARCHITECTURAL �'P ASSUMED FINISHED 6 PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w 1x2 PT WD FURRING @ 24" O.C. FINISH ' ' GRADE �, ° ' :° = z U #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _ ° . t+• Q (1) #5 VERT. IN FILL MONO OR STEMWALL z FINISH GRADE OD M o c [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] —— 1/2" GYPSUM WALLBOARD CELLS (SEE 2 FOOTING MONO SHOWN D w ° — — U.N,O. FOUNDATION PLAN D t> _ go FOR CLARITY 6 MIL VAPOR BARRIER e• ° w R 1 7!8" �' FOR LOCATIONS) ° p D ° D (=1 (=1 I=I I=III=I I=i N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER D > ° I I I -I I I -I I I -I I I=I I I -I I I- ? ' #5 LAP SPLICE (2) #5 CONT. TV 31/4" BASEBOARD 4"x4" INSPECTION PORT AT EACH ° D D I -I I I -I I I=I I I=I I I=I I I=I I m NOTE: g I I I -I I I -I I I -I I I -I I I -I I I- N *FOR BEARING WALL ,- I=1 I 1=III—III=III- li COMP. SOIL. (COMPACTED TO 0 a 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1 ��" g,. FILLED CELL TYPICAL W! UPLIFT ONLY 95%a MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR _ III=1 I I=III=III=I I=III=III=I 11=1 I=I I=1 I I=1 11=I 11=I 1=1 I=I i I _ D1557) 4" 114" REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY, TO CT BLOCK OR POUR �, #6 LAP SPLICE TYPICAL INTERIOR BEARING DUE TO SLOPE Jill CONCRETE SLAB W/6X6 Q_ NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION K"'D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF'_ WALL W/ UPLIFT G W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 1.41 1Li� �i my -11.-.i,L-6 x . VAPOR31 WWF OR FIBERMESH 6 MIL _ BARRIER �11(i ;1111 COMP. SOIL. `.[ ... (COMPACTEDMODIFIED PROCTOR 11F=�II=Ih11='ll in�n�ii��r�n�n�n_ J[.—�11-11.-11-11 CONT. • • a GRADE 1) #5 REBAR wl OPT. >CREEN ENCLOSURE U.N.O. 4" 1 V-8" (2 STORY) DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" ilil S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE C=== BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY IEXPANSION JOINT CONCRETE SLAB 14 13" PAVERS O.H.D. RECESS t, z 11.7 4" °P —T SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB ,0-0" a CONT. BEAD SEALANT INTERIOR ° -3 1/2" A u 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 r E_ _ M 6 MIL VAPOR =_ �'�I I=I I=1 1= L BARRIER — — ' 1L 1L t ii —I ' IIIIIIIIIIIII IIIIIIIIIIIIiT- I —I I III II I —I' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR IES 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 II NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " _ = CONNECTION INFO SEE PLAN FOR " " A . &LAYOUT DESIGN TOP OF BEAM a .. ° SEE ROOF PLAN = <• ° ° A r (2) HTS20 FOR STRUCTURAL " c E BEAM SIZE & _ d+ • N d CONNECTION INFO M 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 c ¢ 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"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND 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 s v INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo RA 4 FILLED SOLID (SEE PLAN FOR = __ __ _ 4 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH r, SIZE AND REINFORCEMENT) c7 � ? w ;III=III =I =I -Ili lilt ° ° I=1 I I—III=1 I=1' I =I I=I I=1 I w r - 0 r �■', BRICK/7co, MMUNITY SPECS co ■;�!■ lEi• •TING -1 ■■■I■ ■s.■■■■Ill BEYOND . REINFORCEMENT-) • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE TAPERED • • • 'LUMN FTG. �ETAIL rN a Cl 0 z � N LAJ 0 V) c E- U M '. W � Fa � � O o = c U a P fit. WW_,•� � ,'Z O #L C4 W !�' �•' 0 �o . To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Buckling Code - Residential f3th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature Ill seal. � W Q _ a E O so zo oa Z� Ica 6 °a ~ a z_ . Y zz co U v 81 6� LL 4 mi CIO 0w o •� zI� U �i C O 0 M ^L W � 0 i-. c10 0 CN a. nC1 m V W 0 I� T Li) Q O) T_ T L 0 LO T T (D N r ui T M CM 0 i d ? 0- E w ci a r_ JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. S3 (MONO)