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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (T'P•) VARIES / INS 5/8" OR 1/2" HIGHS" STRENGTH CEILING BOARD PER CODE (OR 5/8" 1 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. 8'-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 3 1/4"TAPCONS @ 24" O/C & I @ 6" MAX FROM END OF 2 x PLATE _E (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 c' PITCH >4:12 0 ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT = I °" . ° ' I I q FOR ROOF PITCH 4:12 OR LESS. I D D PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. T I I I I III I I I l�l HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 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. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN SLAB 81 BLOCK 5/8"' SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24" O.C. W/y SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE `'' ELEV. U-0" O.C. OR 5/8"x10' WEDGE ANCHOR OILO.C. OR 5/8"x10' WEDGE ANCHOR 2�� x 6 W1.4 x W1.4 @ 24" O.C.) 2 6 x 6 W1.4 x W1.4 d ° d ° A.F.F. @ 24" O.C.) WWF OR FIBERMESH WWF OR FIBERMESH d �31/2" MIN. �3 1/2" MIN. d 4-3 d ° ELEV.1/2" a ° ° ° ° ° A.F.F. O d 2x4 CONT°. -rd d ° a ° ° - _ 131/2 (min.)- 4 °- 3 1/2'(min.)- 4 g° ° o 'll 1-f r J I I- ° ° d N 31/2"(min. 4" I II ° 4 - T GARAGE DEPTH VARIES ° d ° d (2) #5 CONT. '' 'I _ 4" 1'-4" 8" GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP @ SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 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) EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"xTI6" NOMINAL BLOCK WITH TOP PLATE TOP PLATE LE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR 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". 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 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" .N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2 ROWS OF 2 B OCKING Go"' �,-( Z\E� SEC'JP� 1 5 \ 1ooNt�N G SCALE:3/4"=V-0" S3 (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. ( ) x L �° THIRD POINTS 2x STUDS @ 16" O/C �� NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING 3rd PTS 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR @ FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SEE CC/S3 OR c`1l LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "" "" 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 USP SPT22 CONNECTOR SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO. 5/8x6JBOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8- EXPANSION BOLT @24 " O.C. ( IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7 EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3 ) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) =E *USP SPT22 TYP. (6)1/4"x31/4" 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 BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - N ,- 2x P.T. PLATE FIBERMESH .-. WEEP SCREED INSTALLED BAR LU END OF 2" x PLATE N WWF OR FIBERMESH T cd , ARCHITECTURAL FINISH t ASSUMED FINISHED c n PER MANUF. #3 OR #4 REINFORCING BAR GRADE 40 MIN F = 40ksi 0 � ° 1x2 PT WD FURRING @ 24" O.C. ' GRADE N a ' ° .p _ z #3 & #4 LAP SPLICE y _ m—i11—�_ o T FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] a p .. , (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? CIO o 0 25" MIN. LAP [30" MIN. LAP] I�T 1/2" GYPSUM WALLBOARD g T� II ° • I 1 U.N.O. CELLS (SEE FOOTING MONO SHOWN D p P w '-(� I - _° - - _-� FOUNDATION PLAN FOR CLARITY ° ° _ °O 6 MIL VAPOR BARRIER _ ;. ° I - I - °0? R 1 7/8" `� FOR LOCATIONS p p D ° P I I #5 REINFORCING BAR I _ I=1 I I � I I I-1 I I-1 I I-1 I I-� I � I �� N z 1x4 P.T. BASE NAILER ° III=I =III -III— = I I- z I ° I1=1 I T M #5 LAP SPLICE (2) #5 CONT. I „ In, I 4'1 INSPECTION D > ° I— -III= =III= = I • I � II —II=III III —I � I==I � I= N 31/4" BASEBOARD PORT AT EACH NOTE: a =III= I I=III=III=III= COMP. SOIL. (COMPACTED TO *FOR BEARING WALL -_ FILLED CELL TYPICAL W/ UPLIFT ONLY _ - - - _ 95% MODIFIED PROCTOR ASTM-LT- _ r MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR I I I -I 1=111-I 11=1 I-1 I I= I I -I I -III= I I -I 11=1 I 1=1 I 1=1 Il.I 11_D1557) - I I , � I � „�1�,-„ MIN PSI MAY VARY PER U) I I —I 11=1 I= I I —I I I_I 11=1 I I-1 I I —I I I=III—I 11=1 I I-1 I I —I 11i _ 4 V-4 MUNICIPALITY. TO CUT BLOCK OR POUR=1-1 -- =III-III=III=III= =III-III-11 CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING w1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. y r ,I,00 My ° �s I EMI 6x6W1.4xW1.4 ° ao 31/2" WWF OR FIBERMESH 6 MIL VAPOR > TTE'Tz min. 4" BARRIER p �r 1 a ° A ' � • • C2 _ . a COMP. SOIL. ° °O (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1 V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14 O.H.D. RECESS Z yAffl.---(f-v 4„ C • SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" "v GRADE 'X _ III I r err -(1) #5 REBAR w/ OPT. jT SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4'1 S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV fV -•. M • T I -II o0 - SEE A/S3 OR J/S6 113" FOR REINF. INFO. MIN. CLEARANCE 1'-4" (1 STORY) 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 SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAP • INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ad ° 00 M 6 MIL VAPOR - - i'- BARRIER i -2X STUDS @ 24" O.C. U.N.O. GARAGE y1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 c� WWF OR FIBERMESH cn a d 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 ON 3" CHAIRSL 36" MIN. LAP [36" MIN. LAP] 10" (TYP.) 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VAR ES = 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 T ch AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN -. ° A. • TOP OF BEAM IV SEE ROOF PLAN 00 c — < ° e ° � FOR STRUCTURAL -' E - I I I ( BEAM SIZE & v 41 CV CONNECTION INFO M _ .. a 8 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 =I W.4 IMIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. to 0 SOPTION #1 CHEDULE w � a j SEE TYP. WALL SECTION FOR ADDITIONAL > w SLAB INFORMATION. Uj 11.1 SLAB STEP & RECESS a S.G.D. M SCALE: 3/4"=1'-0" S3 SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND w/ 1/4"4" TAPCONS AT 8" PAD FOOTING O.C. „ 8 MASONRY WALL EXTEND FILL CELLS TRIM PER PLAN TTO FOUNDATION PAD *ff c� CONT. FOOTING STEEL MAT REINFORCING. r ' SQUARE CMU BLOCK BASE, M _ z GR a ° SIZE VARIES PER PLAN - - a w/ MIN. (2) #5 VERTICALS w Z j ° a• FILLED SOLID w —III—I =III=III=III=11 W I= Z BRICK PAVERS or SLAB PER owcwn 0 0 =I= - - 1 — • • �• - - - - z ¢ o'-o" FIN. FLR.A COMMUNITY SPECS " 0 -_ " ¢ - =1 =111=III-III-III 11=III—III— - w _� I I III=1 � 1=1 � 1=1 I I=III III -I � 1=1 � I- ' FOOTING � 11-1 —III —I 11=1 I I I -I 11-1 I I—' BEYOND ti PAD REINFORCEMENT 3" MIN. CLEARANCE `.•y '' .. .•. .4. :; SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4. ,�. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN SCALE: 3/4' = 1'-0' SCALE: N.T.S. S3 C� Z o — o CD Z Q J CL Z u] 4--r w � p 'U — ow I' Of Vi 0 o 0 m� U w QE .G Yi V � mM C W M 2 M 0-0, d>r�3 = Qj .0 - CO oYn Ida U) Q o, Lnav 0) 0 A' NC B D C t`r44 N OF r Iy E S c," or x NN 1 D1 !(«yip( /' ILZ W N a Cl) L/%i#tilGl�� 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z 0 :Lj1� U-)M O M Q to � Vn inO Q � UL CL .. F- Q V O z z Z W J�~ d' w0 za j U�Uoo WIX NM J Ti 0�28 Uu� N J Q>U r�o ZO G iLL � Z 06 N z a U = � a Q z w � o� �u 0 o� J z N LL ZU4o� aza a Z J rl LU LijaWo�Z laQ- z o Yea ,-i M Q Q Z W~~ 0 Z Lr) Z � m 2 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. S3 (MONO)