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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (NP') VARIES / Irk 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 CHART ON FLOOR f PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ T-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'4% 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE, 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 T' 6 x 6 W1.4 x W1.4 T UNDERLAYMENT FOR ROOF CHAIRS (TYP.) 44 WWF OR FIBERMESH CO PITCH > 4:12 D p (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -III I I ICI I �I �° a ' /Nm 11=III-I 11=J- o FOR ROOF PITCH 4:12 OR LESS.e i 1' PRE ENGINEERED WOOD =1 LI I I I 11=I _ _ — TRUSS @ 24" O.C. U.N.O. �-L-,I 11=I11=1 I 11=i I rl _I I I 11=1 I I� HURRICANE ANCHOR @ EACH -I 11=��I I ��I=III—PI TRUSS (SEE UPLIFT SCHED.) W/ 8 =11 I I—► I I I n METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" 53 ELEV. VARIES INFORMATION, ALUMINUM DRIP EDGE ALUMINUM FASCIA ' .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. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE 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 �- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 ch- 6 MIL VAPOR F D _ o0 BARRIER . �1 p �� 4 11 N p f- COMP. SOIL (COMPACTED TO 95% — /T MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U.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 BLOCK WALL BEYOND PAVERS / DRIVEWAY N SLAB CONCRETE 14 ERS O.H.D. RECESS z . ..-III-��''��'''}_��I�I +..... • ,, .. ' a 111=1 11- � 1 -`�` -1 I I-T-r1'y'1"rI I ILI;-,..rll a: . .a• ;'. 4" I 1 • 00 _ _, T � ILI SEE A/S3 OR J/S6 11 ICI, I I, •III FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-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. �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGJR (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPEACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLESEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE 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 PLATESTUD 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 NAILSU.N.O. SHEATHING REQ'D. FOR ALL 11 ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10' "J" BOLT @ 24" 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING F__F_ INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > T-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.) 3/8I'MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK SIMPSON 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.) `, ELEV. 0'4' (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F.'AV O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 a WWF OR FIBERMESH WWF OR FIBERMESH ° 0 �31/2" MIN. �31/2" MIN. 4 ELEV. -0'-31/2" Z , ° d ° d °d°.° , ° A.F.F. Q p p ° a 2x4 CONT. a ° w e ' I =f i 1=1 I I=r31/2"(min.)- 4" a _ II'31/2"(min.)- 4„ t. -I -III-III 00 - _ I IF � � _ _ � p • e �T • ° ' I ° a min. - 4" I I=III I =UT ITI=1 I f= 31/2" min. - 4" :I I �I -I I I I =11 r GARAGE DEPTH VARIES ° —III-I I -III' ( ) =1 I I=1 ° l l- =11 1111111111111111111„I I IT '' ' I - �I I -III -I I �I I �I �I I (2) #5 CONT. 4" V-4" 8" (2) #5 CONT. U.N.O. MIN.U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL(�'C� TYPICAL BEARING WALL @ STEPrCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GOc'' E4't 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT I \ NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" ° „° 5/8' x 10 "J BOLT @ 24 0/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE 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 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX ROM w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR r¢- w END OF 2" TYP. ,- ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 0 LU D GRADE - N D . �• D ° D °O z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi y [GRADE 60 MIN. Fy= 60ksi] =� a a -1 1=1 I I —III a . m I> MONO OR STEMWALL ° ? M — — — I III. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] I—_ — — I I III '[-1 I II I fl D• FOOTING MONO SHOWN FOR CLARITY o D °o D o - O° _ _ -I 6 MIL VAPOR BARRIER i (� I I=1 I I P D ° _ 11=) (=1 I —I __ �r° 1 R 1 7/8 W CO ' I I I II I I� I 1=1 p p � ° o _ — — — I -I I I_I I I -I I I_I I I_I I I -I I I I I I III—� I I=I I� f —. I I III -I i I -III -III N Z #5 REINFORCING BAR (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 APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 - WWF OR FIBERMESH r I I I IT IT_1 r, T I�' 9 III —III III —III —III III- I _ I I —I i 1=i �- #5 LAP SPLICE (2) #5 CONT. =1 I 1=1 III —III —III —III —III —I I I . 11-111—I - NOTE: _ ° III=1 I-III=III�III-III- N COMP. SOIL. (COMPACTED TO *FOR BEARING WALL I=) I 1=III-III=III=1—I r 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY = — _ —__ ; I I I=1 I I=1 I I=1-1=1 I=1 1=1 1=1 I I-1 11=1 11=1 11=I 1=1 11=1 i ,III D1557) I I I I II It II ICI 1, �1 t 1111i� ILI I- =1 I, I l lII-III-f I-1 I I -III -I 11=1 1=1 1=1 1=1 1=l 1=1 11- 4° 1'-4° III-1 I I -=III II II II II„III ;III=1 I 1-C 1= FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 �r GRADE 00 a • a —Ti— t I —I i f—T I _ _ — _M 'I I _ Ll #5 REBAR w/ OPT. I 1=SC,REEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS v N ' It 00 - ill11l1411 I T 17=1 11 •4 = SEE A/S3 OR J/S61 FOR REINF. INFO, 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, CONT. BEAD SEALANT ° INTERIOR -3 1/2" d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 —117 BARRIER — — 11 I ;III=1 I -I -III=1 I 1=1 ;IIIIIIIIIIIIIIIIIIIIII; 1I' 4" 4" INTERIOR WALL SLAB STEP NON-BRG.CK SCALE:3/4"=V-0" S3 -11 .— 1—. , , ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" (TYP.) 8" l'-4" 8" 16 REINFORCING BAR #5 STD. 90 HC10K #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 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.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . % • x SEE PLAN FOR CONNECTION INFO �r; e TOP OF BEAM & LAYOUT DESIGN a .d—!Jill — 111111 III=III ; ,�; r HTS20 SEE ROOF PLAN FOR STRUCTURAL r c _ — - — v ° v LI-LI IJ_I=,III e00 (2) _ ,;,�, �'E I I BEAM SIZE & CONNECTION INFO N T n -I 1 2x4 #2 SYP P.T. FRAMING w/ =I 1 , II 1 �1 fI I , ,T' -fir '— MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #�) w SCHEDULE Iz ¢ 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. M SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"xT 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/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS 002 z GRAD a E FILLED SOLID (SEE PLAN FOR_ _ = = a 4 _ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0 -, 1=1 ° ° • 1= •- WWF OR FIBERMESH T `�' z w 1=1 11=1-I I I I=1 I I -III -III w I I I -III ° o w cn -III- z BRICK PAVERS or SLAB PER 00 = =1=1 • • �• —_—_ - z a COMMUNITY SPECS " ° 4 — — 0'-0"FIN. FLR. 1=1 =1I I=I I I=I I I -III =1 1=1 I FOOTINGLU III III=1 I-III-III=1 III-i I I -III_ U 11,;11IIIi11111111�I��II11,,,II-111=1II-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMINGrCD`12� PATIO COLUMN FTG. DETAIL N SCALE: 3/4"= t'-0" SCALE: N.T.S. S3 a M p� z N O 0 z � z o Q J (h d N M N z ° N 0 LL V7 Y U 0 W L E �v) � � o U II �— E E o g ci c If) `` ®Q 4m N N y d d w Z in JNLNO o x �`��v• rE° c� FL o /��✓s��OF`E SSIU��`aod�• v�! "/1111 [ I I I II110\v`�°� 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. ti o M z z M n E . 0 O wo g� �� Q � >ZZm QN Z® @� oa — E O N a< z ao ¢o az �� ra CY C Z wm mM 0 O¢ z >z __ J to co F ova MW z z go a U LL �w o �E az w ~3 �r >_ Mja za 03 �O 0 12 > cM ^L W co N O N .T_ z o N T 1— r ai .i. N M o M j O .. r Z z E N E tt W a FLU J Q J JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. S3 (MONO)