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a 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 112" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. @ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > T-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8' MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK SP SPT22 CONNECTOR " ",� SP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 5/8 x 10 J BOLT @ 24 O.C. Wl (1) LAYER TYPE II #30 (2) #5 CONT. ON 3" N = 2"°x3/16" PLATE WASHER (TYP.) (ALT:1/2 PLATE WASHER (24" ( ) CHAIRS 6 x 6 W1.4 x W1.4 M M (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF �') WWF OR FIBERMESH ELEV. 0'-0 O.C. OR 5/8"x10' WEDGE ANCHOR PITCH >4:12 0 . , . . A F F @ 24" O C 10 WEDGE ANCHOR 2x 6 W1.4 x W1.4 @ 24" O.C.) 2„ 6 x 6 W1.4 x W1.4 Ix d ° d' ° ) WWF OR FIBERMESH WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II � � .. ' � s d 31/2"MIN. 31/2"MIN. (#15 OR #30) UNDERLAYMENT ° ° - ° I I I C i I I RIF, o ° 4� a d_ d .Q d d° °° ELEV.-0'-31/2" z FOR ROOF PITCH 4:12 OR LESS. T a A ° ° a o FOR UNDERLAYMENT° ... a d ° d REQUIREMENTS SEE R905. I ' o ° ° ° d.a d Q 2x4 CON°A.F.F.b ° . I Lj° . I�,PRE ENGINEERED WOOD -I I L° _ d ° d d ° a - 1/ ( i 44e" 31/ ( I 4=1 =1 I I = - I - I ° _ I' 2 m n)_ o ° I I_Ll, 2 m'n.)- W TRUSS @ 24" O.C. U.N.O. r d . ° d . a CD 0O - - - ° �• - -I I��, O° 12 HURRICANE ANCHOR @EACHHN `31/2"(min.)- 4" -I l 1=1 l I TYP') VARIES TRUSS (SEE UPLIFT SCHED.) WI "-I11L I=1 I I I GARAGE DEPTH VARIES - I- _I I- _ �- I I 8 1 ° ° ° . �. . d d. d I tI. I(-I-� I -I I I 111 1 III ... I I METAL PL. UNDER EA. TRUSS d.' 9. MOISTURE BARRIER d (2) #5 CONT. 4" 1'-0" 8" ' INSULATION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN.(2) #5 CONT. U.N.O. -0 MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc"**�TYPICAL BEARING WALL @STEP("CC NAILING SCHEDULE ON SHT. „= , „ "_ "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SN1 SEE TYP. WALL SECTION SCALE: 3/4 -1-0 S3 SCALE: 3/4 -1-0 S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING BOARD PER CODE (OR 5/8" EDGE asEc GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. o M \NJ6 s (1) ROW 2x BLOCKING @ MID HGT. SHEET LOAD BEARING OR c°N (2) ROWS OF 2x BLOCKING @ FOR WALL HGT. <_ V-6". 2 CEILING & 8 O.C. WALLS 2x STUDS 16" O/C NOTE: ( ) 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. THIRD POINTS @ '� ROWS 2x BLOCKING @ 3rd FITS INSULATION PER ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 1 x P.T. STUD FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N #5 VERT. IN FILLED CELL LAYERS W/ TOTAL THICKNESS 7/8' OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" NAILER 8" C.M.U. TYPICAL BOLT INFO. 518"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8- EXPANSION BOLT @24 " O.C. PLATE WASHER TYPICAL (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) s (6) 1/4"x3 1/4" TAPCONS 2X P.T. PLATE 20"MIN. LAP 24"MIN. LAP SPACE ANCHOR E "USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR [ ] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M 2x P.T. PLATE ARCHITECTURAL PER MANUF. LU t, ° p FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR ''' GRADE MIN. Fy=40ksi � ° p. 1x2 PT WD FURRING @ 24" O.C. GRADE i„ o ° ' ' • z #3 & #4 LAP SPLICE a a _ - o _ ° D ' oo [GRADE 60 MIN. Fy= 60ksi] =I I f=I - p I -I r 1/2" GYPSUM WALLBOARD MONO OR STEMWALL - - - FINISH GRADE (1) #5 VERT. IN FILL Z c� [30" MIN. LAP] ,- U.N.O. CELLS (SEE FOOTING MONO SHOWN D p p. ° _ ° - 25"MIN. LAP w _� - - - - I� I- -I W I- 1=� FOUNDATION PLAN D . _ _ 00 6 MIL VAPOR BARRIERIJ I I _ R 17/8° FOR LOCATIONS) FOR CLARITY D ° °_ D D _ ° p =I I= = I (= = =1 I• I I N Z T #5 REINFORCING BAR -' I I • 1J-I jl -I I ll% r�- 1x4 P.T. BASE NAILER ° III -III -I I I-1 I I -I I I-1 11= z , I -� III- I #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION D= I I=I I =I I I= I I -I I I- I I I Ill- rl ON 3" CHAIRS „ NOTE: ° p P - i.- _ - 36" MIN. LAP [36" MIN. LAP] 811 1-0 8 31/4 BASEBOARD PORT AT EACH g I I I -I I I -I I I-111-111-1111- N COMP. SOIL COMPACTED TO _ ° ° _ _ - (TYP.) FOR BEARING WALL -i *- FILLED CELL TYPICAL =III=III-III=III=III 95%MODIFIED PROCTOR ASTM I I- I I� I I�_IJ- - I I- - -I I 10" MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - - - M AT GARAGE CONTRACTOR III=III=III=III=III=1=1 1=III=III=III=III-III-1 I-III-1 I-111 D1557) I I I Ili MIN PSI MAY VARY PER cn =III=III=I I-III-III=III=III-III-I =I I=III=1 1=1 I 1=1 I 1=14" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "--ITI-I I_ -I I I I„I-„I 1=1 1=1 I 1=1 i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING (�'E� REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR = "FIBERMESH" DECO FINISH 4" to 6" „_ „_ „ BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. 00 c, 'v _ T I ° L i 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 _ ° Oc 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH N 6 MIL VAPOR o I - = z r „ SEE ROOF PLAN S.G.D. (U.N.O.) r 10d NAILS TO TRUSS TOP CHORD min.) 4 a a - CONNECTION INFO ° FOR TRUSS Cl) BARRIER D , p 4 L � � ° SEE PLAN FOR T 24" O.C. MAX. ' _ c•+v GRADE T e . COMP. SOIL. ° I Oo - - - - ! - - - - & LAYOUT DESIGN - OF PLAN (COMPACTED TO 95% i I I i I I i I I i,-I TOP OF BEAM - T. SEE MODIFIED PROCTOR I_RN B NCLOSURE FOR STORUCTURAL E _,,,,,,,ddTI ASTM D1557 �11-11- - I I �-� =- 41 . 3" MIN. CLR. I I II I I �ll I I I I (- BEAM SIZE & I N � G zX4P.T. CONNECTION INFO c, I I ° 8II1 4'"' ' � PLATE j EBAR CONT. � ,/18p 1. I ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. 116 I 2x4 #2 SYP P.T. FRAMING w/ I I I I=1 =1 I I U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L - z I ATTACHED PER NAILING NG FOR SEE REINF. I "-"' _ + "' " g" SCALE: 3/4" =1'-0" SCALE: 3/4"=1'-0" COLUMN LOCATION FOR REINF. INFO. S3 S3 w SCHEDULE OPTION #'I oc Q SEE TYP. WALL SECTION FOR ADDITIONAL 1/2 GYP. BD. P.T. 2x > SLAB INFORMATION. 2>, HOLD GYP. BD. w ,/2" FROM SLAB SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5 %" DEEP CONT. BEAD SEALANT SEE FLOOR PLAN FOR AND 6" BEYOND DOOR TO "� SCALE: 3/4"=1'-0" S3 RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND • ¢ STRUCTURAL COLUMN SIZE BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. &BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT n 31/2" MASONRY WALL AND 14" 1311 c a - SECURE 2x4 P.T. BTM. PLATE PAVERS O.H.D. RECESS z O.H.D. RECESS _€ • GARAGE w/ 1/4 x3 TAPCONS AT 8" PAD FOOTING r 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL -- CONCRETE NAILS W 1 1/2 EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN TO FOUNDATION PAD _� • " r }}-- STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. ' 11- , "� I _ '' Q ' _-- PLATE TO CONCRETE ON FLOOR PLAN r� (MIN. SHEAR 180#MIN. CONT. BEAD SEALANTSQUARE CMU BLOCK =LLI-I�1 d:.. a.• : 4_ z - - _ - SIZE VARIES PER GRADE I' -III ; . I I Oo TENSION 120#) CONCRETE SLAB _E r, 4, _ T 6 x 6 W1.4 x W1.4 c� w/ MIN. (2) #5 VERTICALS -III-III " a� I=III=I 1=I 1=I III-� '' III �_ I' I I I II I II • (-III as . ° r r FILLED SOLID z = I-III=1 . -III=1=1=1 1 w _ o w Lu -1I-II I-1 I-1 1 z -. +.a• ' •, WWF OR FIBERMESH , � Lu o v • - I 41 ^ �'=11 I- - I= III -I a BRICK PAVERS or SLAB PER on v =1= ! ''a a = - _ z M 6 MIL VAPOR = li'- -h� - 0'-0" FIN. FLR.� COMMUNITY SPECS -- - aw SEE A/S3 OR J/S6 �- _ _ --I = I =III-III=III =III= - - - I m= I r SEE A/S3 OR J/S6 Trr- _ = .. I 1 I 1 ' i' -111-III- =111=1 11= =1 I - III=III-III=III=III III -III -III-' FOOTING j 1 4 1 STOR / 1-8 1 STORY w/ DEPRESSED SLAB OPT. 1-0 1ST R' BARRIER =III III III II ... ,, PAD REINFORCEMENT Ii I Ili iI" ' � ]3" MINI I I- BEYOND FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE III - I III 1' 8" (2 STOR ( ) 1'-8" (2 STORY) I v••'� SEE FOUNDATION FOOTING WIDTH IN. CLEARANCE 4 4 R.. colvc.PADINFO. (SEE SCHEDULE) SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3l4"`T-o• SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. O� z M OO z� O CL Z cn (D(0 a--� W C) U W 1`111 o v, V) 0 0 U in r o, M LLI F - E U C� m co m -a ce) C: NO U LL. 00 Cf 0 "CL 88 lyl °o' Y 05 Lo O v -- rnQ o A ' B D. N C" D C -'a; o e(ov,/r lair�� n "'_ a! W m N y 9 co IL� W `rff�o�SS10 //fillI1110"� ❑ 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 5th 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. O O Z N 0 �'S� > (/) M p Q � M Ln Lan Hr LL a z a U CL O E z LUJ�� d' oZ =o wE3 za z C� J ~ <Cg O06 � z � � U �=wWZZ W 2gLu J o'U�oW J J �z °N z z Q g > <Z Lu od M z S O > C 0 I- o �< U (n fu Q 0 Z W �f 0� R0z o he x O¢ V N 0 LL. Ea0a Zdoa Q � z w r4 L0 W =Q� LU o Up Z V a �..i M 2: Q ¢ z a cd z = =ce a< �z m O ^ � aZ rn T-1 a cn SCALE . AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. S3 (MONO)