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(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 & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4"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 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH M PITCH > 4:12 o e (2) LAYERS TYPE I OR TYPE 11 e (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. > T REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° TRUSS @ 24" O.C. U.N.O. - HURRICANE ANCHOR @ EACH - WIN12 Z(TYTP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ _ g" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA TION LE SHINGLE ROOF WALL W/OUT UPLIFT rG G 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SEE TYP, WALL SECTION SCALE: 3/4"=1'-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING n IIII, EDGE L"M �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 ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O aM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLEP v CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS xS.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 ALLU211 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. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-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 @ NSULATION 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 IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) T (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE :IF`' ELEV. 0'-0" III OR 5/8"x10' WEDGE ANCHOR @ 24" 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 31/2" MIN. 31/2" MIN. a ° ° , 4 a ° ELEV.4-3 1/2" z g° ° ° ° ° A.F.F. ° e ° ° ° ° ° 2x4 CONT.a _ _ > ° r .=°1/2 (min.) „d°N r1 0• srr _d ° a ° 31/2"(min. -4" 31/2"(min.)-4" -GARAGE DEPTH VARIES °(2) #5 CONT. 4" - 1'-4" (2) #5 CONT. 4„ 4811 U.N.O. MIN. U.N.O. MIN GARAGE SLAB AT STEP B TYPICAL BEARING WALL P STEP P SHEARWALL(10�c'� TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 .,) BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SCREWS @ 7O.C. SHEET LOAD BEARING OR 2x STUD CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL PLAN SEE CC/S3 OR C14 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" NAILER 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR *S MPSOd NAILS N SPACED EVENLY FIBERMESH ARCHITECTURAL TYP, 2x P.T. PLATE c FINISH ASSUMED FINISHED 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE _ = n ' ° • fl N- e (1) #5 VERT. IN FILL MONO OR STEMWALL 1/2" GYPSUM WALLBOARD-,-----, ALLBOARD CELLS (SEE FOOTING MONO SHOWN o ° U.N.O. FOUNDATION PLAN FOR CLARITY o °O 6 MIL VAPOR BARRIER � e• ° . FOR LOCATIONS) p p D ° D i=1 I I=1 I I=1 =1 I I=I I It 1x4 P.T. BASE NAILER ° I I I=1 I I=1 I I -III -I I I -I I IE z 4"x4" INSPECTION o° I -I I=1 I=III=III=III=I I NOTE: g III -I I-III=III=I I I -I I I= N P• 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL I=III=III=I I=I I=I I l • 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=III=III= I I=1 I I=1 =1 =1 I I= I I= =1 I I=1 I I= I I=1 I I=1 I = I D1557) TTr MIN PSI MAY VARY PER �' TO CUT BLOCK OR POUR -I i 1-III-III=1 =1 I I=11=III=III=1=III=1 I=III=III=1 I ='' 4" 1'-4" MUNICIPALITY. „- CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTI w1AAvv I.4 WWF OR "FIBERMESH" .a I 1 r 0. - DECO FINISH 4" to 6" BELOW GRADE 4 Z00 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 °Q 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° - ? r min.) 4"---, BARRIER D ; C �r 1 a ° ° GRADE COMP. SOIL. • ° °O - a - (COMPACTED TO 95% - _-_ - - . . (1) #5 REBAR w/ OPT. MODIFIED PROCTOR S�tE�V EENCLOSURE mm; ASTM D1557)3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK ( SEE MIN. U.N.O. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = T-O" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY IEXPANSION JOINT ^ CONCRETE SLAB 14' 13 PAVERS O.H.D. RECESS � z . 4" co r SEE A/S3 OR J/S6-� r FOR REINF. INFO. !"MIN. CLEARANCE 1' " (1 STOR) 1'-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. O.H.D. RECESS r- = M co 4„ _, SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST 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. C 3l* ��G011-11 2x STUDS @ 16" O/C �MVMS �OG"��NJ�J 1 ROW 2x BLOCKING MID HGT. INSULATION PER FBC AND ENERGY () @ FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL ►NFORMATION WALL HGT. > 8'-6". LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3l8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE WI 7" EMBEDMENT (MIN. SHEAR SPACE ANCHOR 3500#, MIN. TENSION 2600#) _' 2X PT PLATE 20"MIN. LAP [24"MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM E 6 x 6 W1.4 x W1.4 WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W to z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi � ° FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= WWI a g - � e rr oQ w `� - e A"' '- #5 REINFORCING BARPAA R 1 7/8" T #5 LAP SPLICE (2) #5 CONT. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING NG rE REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" v CONT. BEAD SEALM Ag- • . Q `� 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 _ E _ C_V M 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 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. SEE PLAN FOR CONNECTION INFO ° • . TOP OF BEAM & LAYOUT DESIGN Q - S SEE ROOF PLAN e ' o. ° ° .a ° (2) HTS20 FOR STRUCTURAL M c BEAM SIZE & Al' a CONNECTION INFO 2c4P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" B. o.s.s. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W SCHEDULE COLUMN LOCATION > > w 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. w o W ABU66 SLAB STEP & RECESS a S.G.D. rM SCALE:3l4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL 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 PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' „ ON FLOOR PLAN SIZE VARIES PER PLAN LINSULATION CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS z GRADE E FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 �l 'Ie SIZE AND REINFORCEMENT) C7LU ;III=1 I I ° °• �=III=III=1 I I=1' r- WWF OR FIBERMESH T V `" Z w I-III=I I I=III -III=III=III= I w 11=III=III PAVERS or SLAB PER o wLLI w 0 0 -III=1 ! • Z ° a -_ -- - z ¢� a 0'-0" FIN. FLR. /::BRICK COMMUNITY SPECS LL - I=1 =III=III=III=III _ - -- " ¢ - III III -III -I I I -I -III=1 I-= w 11=1 I I I I=I I -III- ' FooTING 11-III- II=111=III I ...III=III=' BEYOND a .r... PAD REINFORCEMENT -� I 1=1 I-�-' ,I - „ 3 MIN. CLEARANCE ~' , •` (SEE SCHEDULE) 4" 4" 1 ' ' CONC. PAD INFO..� :. F OTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE:3/4"=1'-0" S+3 SCALE: sr""=r-0• SCALE: N.T.S. S3 I I I Mum, • CV IL IZI at, 0� ` �, • `{' 1!4lltit t000 To the best of the Engineer's knowledge, information and belief, the stnxiural 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. 0 IW- a �E g8 ci M N 201°lip lL It M r(V tb 4k LL°-L-q2 LLLLaWa N M W' y 0 �' 0 z Wa � Y Q a •- o t C, 0 '= m oo W LL ILW oo1 d o �Ec, JQ�� I N a M Z � 8 J z ° d ❑❑❑❑ W N r z z g a W Q) U •U o '�• a 0 ,lr V) c U 0° �- E = o g I o M �Z a W z ni (Q X U V Z - oQ o� gz _ W C as xU mo QLL J a ° _ N y 2�y 0 d w W U Sao oLL X CDo N Z t� v gl S 3 •� N � L M W � .> c (O Co N .-. 0 O v CO ..� c C) T � C)0) ■T� Z T Ln T i O7 M T T� E_ r Z Z E Q E CA y y w C a U °� a p 0 JOB NO: 20-0556 SCALE : AS NOTED SHEET NO. S3 (MONO)