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i J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TY P.) VARIES / V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-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 & @ 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 t'' PITCH >4:12 ° (2) LAYERS TYPE I OR TYPE II 1 (#15 OR #30) UNDERLAYMENT °' c FOR ROOF PITCH 4:12 OR LESS.PRE W04A ENGINEERED WOODTRUSS 6,. @ 24.O.C. U.N.O.HURRICANE ANCHOR @ EACHTRUSS (SEE UPLIFT SCHED.) W/METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "I @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL oo 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 a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH"O DEC FINISH 4" to 6" BELOW GRADE .E 1 r a► a Z_ oo � 6 MIL VAPOR ° z BARRIER C �r 1 D COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14 O.H.D. RECESS z el UM1 1, • ..,, oQ SEE A/S3 OR J/S6 FOR REINF. INFO. I I 3" MIN. CLEARANCE 1" (1 STORY) / 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. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR V GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 5/8"OR 1/2" HIGH STRENGTH — GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 1611 O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR — -- JZI---- SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'1 (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 SLAB it BLOCK SP 00111-22 CONNECT 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 5/8 x 10 J BOLT @ 24 O.C. W/ OR 5/8 x 10 J BOLT @ 24 O.C. W/ 6�9 SP SPT22 CONNECTOR 110 11 11 N H 110 11 H 11 11 _� J `- 2"°x3/16" PLATE WASHER (TYP.) 2"Hx3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE -- O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR -- - --- - ,1 x6W1.4xW1.4 2411 6x6W1.4xW1.4 I- ° ° ° ° A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH @ O.C.) 211 WWF OR FIBERMESH - ~ — 31/2" MIN. a ° ° ° ° ° ° 4 ELEV. -0'-31/2" 31/2"MIN. — - ° ° 4 d ° 2x4 CONT. ° ° A.F.F. O a g° CDa ° a e -- T= 1/2"(min.)- V 0 r 1/2"(min.)- 411 G ° N rr m 0 •• r tb r,-r °*'-4C' '0811 GARAGE DEPTH VARIES31/2"(min.)-4" 31/2"(min.)-4"° °tl(2) #5 CONT, 411 V-4„ 8,11 (2) #5 CONT. 4H U.N.O. MIN. U.N.O. Mkj GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP 0 SHEARWALL rc TYPICAL BEARING WALL @ STEP ('�cC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 Gor• �,v 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ��o s LOAD BEARING OR (2) ROWS OF 2x BLOCKING @ 1GONS\N (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. THIRD POINTS x STUDS @ 16. O/C NOTE:7 FOR WALL HGT. s 8'-6". (2) 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS #5 VERT. IN FILLED CELL 8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". SEE CC/S3 OR �, �� YERS W/ TOTAL THICKNESS 7/8 OVER 1/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR "J" " "" " N " " 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 TAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. [3R CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL D LAYER 1/8"THICK. K.O. BLOCK 5/8"- EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7"EMBEDMENT (MIN. SHEAR 'USP SPT22 TYP. (6)1/4"x31/4" TAPCONS x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR )6 3500#, MIN. TENSION 2600#SPACED EVENLY FIBERMESH BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 z 2x P.T. PLATE EEPSCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESHER ' ASSUMED FINISHED MANUF. #3 OR #4 REINFORCING BAR o W ° tz 0 t t GRADE • , ° ° . Z' #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40kS1 Y- zi a . ° a L"-E, s-RftW- NjQRAU-ff — _ 4 F 25- MIN. LAP [30" MIN. LAP) (L Nil il _ 1, �rr�n!-nine - `rllI. LU I n� II �l1I1I I1 �=II �,11—1 I. REINFORCING 11��I ' �� • II 11=11, III • r'lli.•Iw11�111�.111 • o..��.___._.._vo._.�...a..ya II II I 11" �11, I REINFORCING'1 HOOK • • • . . • . . • • DETAILSREBAR l . SECTIONSEE TYP. WALL •• ADDITIONAL 1 SLAB INFORMATION. 11=11=11�11=II=11E=. �II�11`-II�11 11 - ----;IL�II:II'I-�11'�lll�l Ilalalai. • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E N r- Cn �• —T7 a — _ •` 11�1 411 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4- (1 ST RY) RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR A 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM O (D SEE ROOF PLAN S.G.D. (U.N.O.) 7r WWF OR FIBERMESH N_ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I I AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR jh TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN ;o 1 P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. oo 1/2" FROM SLAB 0 • J CONT. BEAD SEALANT ° • ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. -3 1/2" GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. W W/ DRYWALL SCREWS -1 EMBEDMENT @ 12" O.C. @ 8 STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT " TENSION 120#) CONCRETE SLAB E a° 6x6W1.4xW1.4 N ' 00 c ° WWF OR FIBERMESH M E� — _ ° t= M 6 MIL VAPOR BARRIER 411 411 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 � 'r' "' N MIN 7/16 O.S.B. SHEATHING ` j 8 t Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #i w 0 SCHEDULE d� w J g w o w w SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID .� n LA pilill I&I SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0° S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' GRADE.11 - 4 ° _ c�Uj 1 ;III=1 ° Z L,., o=1 I I=1 -III—III—III-1 w 8 0 I � Il l jl l li ° ° � I _ 11III =I I I_I I I_— � _ z ° a Z I= l =1 I-11I-1=1 11=111-1 w =1 I I -III—III—III�III—Li ING Ill�iilll�iillll illl ,,II -III -III=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Uto r- r- Z $ Z Q J a Q N 4-J w •U — w 0 ~ E (/) 00 mn U w WW-8 Ch rNi M - I M 09, U 8Y� ao Q qi01 A I B Ds 0 0 �.fVe• �11 Z � Xd •��i w ZLL V W 10.WAG ¢�SS10 S14, m�/tdt�tllllllt� 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. i O Z N 0 cu N O > V) co M Q M Ln z v) < Z� U- V7 Cn U Q '-' Q OC) C z�� W 0 J 0 J w �a J U oo W R Z SLu LOU 0 J N �8 �- E z M 06 z i-v -0 o U = a z � Of. r-P6 F- 0``�`` �0 � LL q2 W Q� Z -j Ln J r-1 LrJ Z z W cn Cal' t�D Z Z � t U�.t O^ *T-•4 CL u A SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO' 10 SHEET NO. S3 (MONO)