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3 CD 's 0 0 L0 I JI c M 0 0 J 0 LO I aci -v 'L 3 Q N G E H E O s L v c J rai L1- E2 U O C U i i a 0 a J N OD N t2 00 :3 S 0 a rn N d W m — I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 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 INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I TI=I 1 P- I I 1 ° D I-1 11�Tu I r=I PRE ENGINEERED WOOD I �I � I-1 11=1 I I —I I=1LI-1 TRUSS @ 24" O.C. U.N.O. - T=11 I HURRICANE ANCHOR @ EACH -I � 1 I 1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'4% (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) ° 1=II 1r- 11 I 1 -IIII r -T TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPIFT LGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB 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 C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD VERT. IN FILL U.N.O. CELLLL CS (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 Lu a NOTE:EXTEND WlAXW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE E - D 6 MIL VAPOR BARRIER ; p �r 4 D • COMP. SOIL. 1 T (COMPACTED TO 95%- MODIFIED PROCTOR I 1T�11 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O. 4° 1'-$" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 •��O.H.D. RECESS � z M 00 i. _1— .'.e• SEE A/S3 OR J/S6 `-I 111 I I I1! U F I Fi t 11 1= FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STOR / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL 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) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 s „ „ „ 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 ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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 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.C. W/ 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 (TJAND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE AINSULATION 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 IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 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 WIL2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALLA.F.F. O.C.) 211x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 31/2" MIN. WWF OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH ' I ELEV.4-3 1/2" h A.F.F. o ° ° I I=E I.I=1 11= I'31 /2"(min.)- 4' d 11=f f _ N oo 31/2"(min)4" IT_I=1 I. ° —III I I-1 I I- ' 31/2"(min.) - 4",, -f I I—f I —IIII� I'' (2) #5 CONT. 4 III 11111 �;11 .Tr III 811 (2) #5 CONT. 411 r l 1—I I ,�I,I t-I I 1 1 811 U.N.O. U.N.O. -} MIN. r� MIN. A l 1". � A 1"\ 1\ / /1 \ A A 1 1 "SHEAR WALL" SCALE: 3/4"=V-0" 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� r 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR i GRADE ° . o r e ° D i .. . . . . . t. z FINISH GRADE GRADE 40 M #3 & #4 LAP SPLICE IN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] p - - O° _ 6 MIL VAPOR BARRIER �I 1 I III I> n. ° I I I-1=1� 1 I = 00 f l=L-1- '� R 1 7/811 #5 REINFORCING BAR —� D D D pD _ I —III —III —III —III —III Fir ; I I I I1=1 I (-1 11=1 I I-T_ N z D p III=1 1=1 1=1 1=1 1=1 1= z I P I I I r L=� 1�=1 I I=1 I 111 #5 LAP SPLICE D°—III—III—III—III—III—I g p D D III —III— — — = - <., • I I D ° . I I —I T �T� I 36" MIN. LAP [36" MIN. LAP] I=111=1-1-1-1 I- I COMP. SOIL (COMPACTED TO _ 95%MODIFIED PROCTOR ASTM D1557) =III=III=III—III=III=III=III—III— 4" 1'4" III III � III �� FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" �r GRADE 00 - - a • III —III —I I —I ' _ _ _ -(1) #5 REBAR w/ OPT. ' 1= I I -I 11=1 I - I 1 . 11. I I- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS d M 1 T 4' a :. i111Lllll.. :4;1III60 —1 L. JIIT SEE A/S3 0R J/S6` "'! 111 1 I, i 11 111 111 I IL' FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STC 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 0._011 a CONT. BEAD SEALANT a INTERIOR ° -31 /2 a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB o° C � _Ev _1=1 I 1=1 M 6 MIL VAPOR BARRIER =III I I III IIIIIIIII IIIIIII' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 1/2"(min.)- 4" SCALE:3/4"=1'-0" S3 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 0 D W -1 11=T-1 I m a D g ' �T ITI I — � • LU W tp T 1 1—I 1 1=1 I L- (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 I CO ° II-TI-1I1=1I1= II III -III -III-' *— (2) #5 CONT. ON 3" CHAIRS (NP) 8" V-411 Q1 O 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" 13 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 1N ° AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR ` >< & LAYOUT DESIGN M - =r�-1 11 iv TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL -r - - - v : e c _ it 1=,1 -1 1 I e I �" -- 100 BEAM SIZE & CONNECTION INFO T I ' 8 I a (— I I FI I � 11� 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 fi- Ir- "- '- 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Cr SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J ' rM o w ABU66 SLAB STEP & RECESS S.G.D. � 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 COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL .. EXTEND FILL CELLS G W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE a FILLED SOLID (SEE PLAN FOR = _ _ = a 4 6 x 6 W1.4 x W1.4 cat T SIZE AND REINFORCEMENT) _ C7 � ° o = ° °•= =) = - z= � �—I � I —I I � I —III —III —I � i W WWF OR FIBERMESH co BRICK PAVERS or SLAB PER W U 1- a W W 1=9 I I z p o `n = -III-I • �• _- -_- - z_ ° 0'-0" FIN. FLR. COMMUNITY SPECS Qq " I I=I =III=III=III=III =III=III—= — - -111_-I 11=1 1=1 1=1 F I III -III -III -III -III III -III -III FOOTING v I- I BEYOND IIIIIiilllliil II ,� PAD REINFORCEMENT-]3" MIN. CLEARANCE SSEEFou4DATION L=P (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. r SEE SCHEDULE K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN S3 SCALE: 3/4" = t'-0" SCALE: N.T.S. S3 1 f 0 Imo. 0 (CD I M N v W z � N o � z <c J M N 0 N �_ (DMLUc�Cz 4 GiJ Y 0 - D�� r t a �N = 2 � F- c.� m 1,e win~ E o $ f c� o Q sm N o�ao w z ZiUl v Nz a W = oti -2 Z O Z LLrn E if W a \ A U �Q �� r SQ' lk� E LO OF£so-,S , 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. o M�¢ W Z M o� Q E zo �0 ,m ¢� Z® E tV D a 00 0U _ c o G N �F z 0o 0 XQ -z L Q Z �w m ra _ C Z2 oy 0 OLL Z z m <� Q W Zz Cf) CL O 2 U a zson o - z U <o Mj o a CD o< Z4 01 U� 2O ^L1 W ,> .-. > O m CU '� _ O cn T It � T 0) _j - T cD N Lid T T cj N j o z (° z O N E IL 1) Q o JOB NO: 19-5907 SCALE : AS NOTED SHEET NO. S3