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i FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP-) 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 v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 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 ° ° (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.' - PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. — HURRICANE ANCHOR @ EACH - TRUSS (SEE UPLIFT SCHED.) W/ g- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" //�SNI ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA ' N 0 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2"HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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 REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". E E SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH d ° TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END 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. < 8'4'. (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 d ° ° 31/2" MIN. 31/2" MIN. I °° d ° d a ° ELEV. 4-31/2" zOG d d a d 2x4 CONT° ° A.F.F. LL_ [ ° ° •' ° T1° T13�1/�2 11— (i) 4 11 = rrr rrr - — 0 • I I-° _ T I 1/2 (min.)- 4" a 00 ° ° ° oCV 0d d ° e ° 31/2"(mrin4"(31/2"(min. 4' GARAGE DEPTH VARIES ° d _ d d ° s (2) #5 CONT- 9 . 81r (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 _,) 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. EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. _00,o co; �M�o S 1��N EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 HOOK DETAIL 8" C.M.U. TYPICAL � BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK ( IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ /- *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS = 2x P.T. PLATE FIBERMESH 1 WEEP SCREED INSTALLED BAR ----� ARCHITECTURAL FINISH TYP. ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR " i t GRADE _ , ° . ° GRADE 40 MIN. F = 1x2 PT WD FURRING @ 24 O.C.-� �, z #3 & #4 LAP SPLICE y- 40ksi ao g [GRADE 60 MIN. Fy= 60ksi] (1) #5 VERT. IN FILL MONO OR STEMWALL z �,, A ° FINISH GRADE 25" MIN. LAP [30" MIN. LAP] 0 1/2" GYPSUM WALLBOARD ° CELLS (SEE FOOTING MONO SHOWN p o - _ x U.N.O. FOUNDATION PLAN FOR CLARITY ° o ° — —-----_— °O 6 MIL VAPOR BARRIER ; ° .' I -°r° R 1 7/8„ (_) I I=1 i =1 I =III=I ((=i #5 REINFORCING BAR —� FOR LOCATIONS) . . �I z p p °D 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 w U (L D w q_1 ° 1x4 P.T. BASE NAILER ° III= I = I=III= = I - ? ° #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION ° o _ • NOTE: 3114" BASEBOARD PORT AT EACH *FOR BEARING WALL g — COMP. SOIL. (COMPACTED TO LC, FILLED CELL TYPICAL I—III=III=III—) (1=I I I� T o rIIE W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ 95 /o MODIFIED PROCTOR ASTM I — N MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR 111=III=III=III=1 11=III=III=III=1 I I=) I I=1 I=1 I I=) I I=III=III=I ( D1557) I — ,— N MIN PSI MAY VARY PER TO CUT BLOCK OR POURII1 I =1 I I= I= =III=III—III—III=I 1El I it 11 I=III — 4" V-4" —III-III--III ;III III it l l ;ill l-III-I i i_ — co MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING a LO W1AAvv 14 WWF OR "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 BELOW GRADE N SLAB INFORMATION. _ 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH = 6 MIL VAPOR ► ? min.) 4" o BARRIER ; C ,l i _ ° a GRADE • • — T _ a COMP. SOIL. ° c, (COMPACTED TO 95% _ o MODIFIED PROCTOR co ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION K�A 3 SCALE: 3/4" =1'-0" S3 tz 00 o OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS = PAVERS —v °Q v SEE A/S3 OR J/S6 , co FOR REINF. INFO. 3" MIN. CLEARANCE v 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS N M 4e I . r SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS 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 01 J CONT. BEAD SEALANT ° < ° Q INTERIOR ° ° -31 /2� 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 ° T s° S _ _ N 11=111— I1= rill-1 M 6 MIL VAPOR -__ �'�I I=1 1=I = I! — — — — LR. I l i =1 I I —III- III—i1i=i1i=111=11r BARRIER =1 i l=1 —I —III=1 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. WWF • ' FIBERMESH,. vi: Aw E�nEIn n = ON 3" CHAIRS 36" MIN. LAP 136" MIN. LAP] 10" (TYP.) 8" 1'-4" 8" #5 STD. 90 HOOK 96 REINFORCING BAR #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF_�� WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARI 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 N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. CONNECTION INFO = ° ' SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN _c <; . ° ° . ° FOR STRUCTURAL '' E I- V� m BEAM SIZE & iv 'TH a I ,-2x4 P.T. CONNECTION INFO t) • . ° � PLATE lo 7n6• I I o.s.e. I 2x4 #2 SYP P.T. FRAMING w/ UT MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. w 0 SCHEDULE OPTION #1 > SEE TYP. WALL SECTION FOR ADDITIONAL J SLAB INFORMATION. LAN FOR o W STRUCTTUSEE ORAL COLUMN SIZE SLAB STEP & RECESS S.G.D. rM `4 & BASE CONNECTION INFO. SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. 0' 0" F SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL a', 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 c _ TO FOUNDATION PAD 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 oo ? GRAD a E FILLED SOLID (SEE PLAN FOR _ __ = 6 x 6 W1.4 x W1.4 =1 SIZE AND REINFORCEMENT) C7 ;III=III ° °• I=1 =III=III=1' WWF OR FIBERMESH '- z �_- w El I E1 —III=III=III=1 � � w ° BRICK PAVERS or SLAB PER 00 = =1 I=1 ! • ° a —_ —_ _ - z_ — °— FIN COMMUNITY SPECS `_ — — — ° OOOOQ� � , ��QQOO"000 II-1 =111-111=III=1 I—111=111— FOOTING III III=1 I I —II I�1 I I —II I I I I=1 I I=1 1I- 11''I I I=I I I=III—I I „I I-1I1-1I I=' BEYOND PAD REINFORCEMENT '' --11—i '—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 u, z —o z�z a V) 0 C Q) w *U — 0 LU _N=3 E � LU o0 m �, " w Lh c to to N _ 0 L LL 2 _& Gg0 ¢ C) lido A I N.C.6. D.0 dr IE F�y� o Q <� l w ° LO • LL J� W �' •--• S 1 s S r!I 1 Ike To the best of the Engineer's know e, n ormation, 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 Z N 01� �>-I � M p M Q �'MIn a. cNn•Ln QL In zH CL �M 0� U a a § Z W JCS �h Z J LLJ U � 0 8 ,0 2 Z W III P, � � - R H J $� Q) < � V Z ",� Z DC � Ll') 06 Z o N 0 V � I` Q � W QQ j. 0 g J 51 Z Z g I2E J '� W .. � Z 0 LLZI i; O 06 z O •-'i a V) SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 5x0 SHEET NO. S3