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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / INSU 5/8" OR 1/2" HIGH-J 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 I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL 12" 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) 175 CUNT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 e (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT I I III—III-1 m e' ' W I I —I I —I I I7 FOR ROOF PITCH 4:12 OR LESS.=I I WI I I I W I I=1 I I=' 1—� I I� �, I I l-1 I I —I o • I l 1=1 PRE ENGINEERED WOOD = 11. TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -III—I I 1=III-III—I I =III= I- I I' TRUSS (SEE UPLIFT SCHED.) W/ 8„ -" -I �] , I I=T I I I I I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 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" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA ti� •� 2xSUB FASCIA (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 z APPLICABLE, d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE <V 5/8"OR 1/2" HIGH STRENGTH "TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —X -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) EE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"' x 10J BOLT @ 24 O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE Co ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR I OIL A.F.F. a@ O.C..OR5.) 2" x6W1.4xW1.4 @24"O.C.) 2„ 6x6W1.4xW1,4 ° a WWF OR FIBERMESH WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. a Q A 4 d ELEV. -0'-31/2" Z > ° a d �° d A.F.F. O e e d 2x4 CONT. Z a ° LL 75, „ „ N I —I � WI, I-1/2 (min.)- 4 1_ _ 1/2 (min.)- 4III—II T11I„" 00 "'AP 31/7(min.) - 4" I I=1 I. I =III —III- 31/2"(min.) - 4" =1 =1 I —I I I I —I I(GARAGE DEPTH VARIES a _ —I I j 11' -III=1 �I I r g a s a I I III III —III I I' '' =1 11=—I I r= 11=1 11Fl III-1 I I I' (2) #5 CONT. i 11�41TI8 r 4" 1'-4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB_�� TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP K"CC SCALE: 3/4"=V-0" ill S3 7 "SHEAR WALL" SCALE: 3/4"=V-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 SEE SOFFIT SHEET LOAD BEARING OR 2x S.P.F. STUDS @ 16" O.C. 2x STUD BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C � ,o 0\11 s 8"x8CK KNOCK -OUT EXTERIOR WALL 8" C.M.U. THIRD POINTS 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 c"I LAYERS W/TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/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 USP SPT22 @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/11 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 Cl) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE 00 D 6 MIL VAPOR 00 BARRIER p. I— r TII COMP. SOIL. ° (COMPACTED TO 95% I I I I MODIFIED PROCTOR I I I T I I I ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS z I ,T fil— . y • 4.. + III —III- � I ILI O0 111=I — I I= —III !.a' •! '.• ' III -11 f=I I •�1=1 I r : III III_( SEE A/S3 OR J/S6 -1 I I111111=_,III , I lI rl l l= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (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. *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY (6) IN x3 IN I APCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING `2 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED � PER MANUF. #3 OR #4 REINFORCING BAR GRADE r � � � . � ° .p _ z_ FINISH GRADE r" GRADE 40 MIN. F - 40ksi #3 & #4 LAP SPLICE y- [GRADE 60 MIN. Fy= 60ksi] z -0 o 25" MIN. LAP [30"MIN. LAP] ° —III—I III ° o °D _ _ O° 6 MIL VAPOR BARRIER =I I I I o ° I I=III=L=I I °° 1- I=1 11, II-, #5 REINFORCING BAR R 1 7/8 = III—III=III_III III ; -� N Z NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D U —III—III—III . Uj w ° r- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 5 E 6x6W1.4xW1.4 WWF OR FIBERMESH r v e II III -III -III-' ° III —III —III —I I I_I I I —I IF z 11 1 0. I I —III —I 11- I III ,- #5 LAP SPLICE I (2) #5 CONT. =111=1 11-1 I I I i-1 I( 11- D° —III III III —III —III —I g 11 . III —III —I I I a ° III —III —III —III —III —III N I I i I I °. I I —I 1 _,iIII—, 11- COMP. SOIL. (COMPACTED TO _ _ _ _ _ _ _ _1 95% MODIFIED PROCTOR ASTM �= I1=f I 1=1 I 1=1=1 I1=1 I -I i =1 III III III III III III III III III III III III III=1 D1557) III III=1TI=III—I III=1 I I=1 I I=1=1 I=1=1 1=1=1 I=1=I I 1— 1I=1=1=' 4" 1' �4, —I FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 ° ° ° d GRADE .a . 00 -(1) #5 REBAR w/ OPT. 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 (V ' M Ch :..• •. 'a:: .. a.• '. -III—I I :. a..: 4; 1 co I��III�III ",:...:.. .. IIIII�11 SEE A/S3 OR J/S6 I Il+I I, I ,� I —11 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0�1-0,1 0 CONT. BEAD SEALANT a INTERIOR 2X STUDS @ 24" O.C. U.N.O. a ` a -31 �2" � GARAGE CONCRETE NAILS W 1 112' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB n6x6W1.4xW1.4 N ' WWFORFIBERMESH E- co 6 MIL VAPOR BARRIER = - I I I I �1 ' 1 11=1 I =1 I —III —III —I I I- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP 136" MIN. LAP] ON 3" CHAIRS 8" V-4" 8"(TYP ) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES - FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR W OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) r AT 24" O.C. MAX. FOR TRUSS ° e M SEE PLAN FOR x CONNECTION INFO c;1 TOP OF BEAM & LAYOUT DESIGN ° - SEE ROOF PLAN 00_ - _ - - a a ° .a ° FOR STRUCTURAL BEAM SIZE & v - I °' I (= N ' I a —11, 2x4 P.T. CONNECTION INFO coI I . ° e' III- PLATE I• I — — — I (I o.s.e. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 EE j SEE TYP. WALL SECTION FOR ADDITIONAL > J SLAB INFORMATION. w Uj ILLI SLAB STEP & RECESS S.G.D. rM Cn SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1 /4"x3" TAPCONS AT 8" O.C. 0'-0" FIN. FLR.A TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS MASONRY WALL AND - PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE- - 1 77111 4 ° LL' ;III —III ° a a. � —I— 4I I I — III— z� W o I —III —I —III—III—III=1 l � 0 a. Lij0 U) III II II • a• I 1=1 1=1I I_ Z Z i= ° M-� U' I =1 :I 1=1 1=1 1=1 =1 I I I— FOOTINGLU -III III —III —I I 1=1—III III —III —III_ -1 1=1 1=' BEYOND PAD REINFORCEMENT -III-III-I i-" 3"MIN . CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3_ z M o O _ z� z� J a. U) z O Q) U—) w (10 C) +U — w 0 LU = m ~ E Vi o0 �U E- E �P Cl)W c m co O maN o `0 ,E ILL i—y Y co Q O Q mv 0) A , N a 6 D C BD "�+Wj • No• V_-2-4- lw � LL LLI aj LLI . Z �Q`• vg z a# QrEsgg(91 IL , W N U U ❑❑ 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 ON z 0�N O 00 > U-) M M Q 3 Ln z in Q a) LJ . In �1 \ Q V a r-i O zro F- J � W oz Za C/) F v¢o� z o _ V 5..W U w Z Z QU �-- LU W j��W J T Q n � o o rz � _J W OO FZZ }z >_ Z W a Z tn� 0 z p U = ca a L� LU o� ' ::D 0 X ma �za N LL Wow C4 Q d' 8 �d z ,^-I � a g o w J In T -4 LLI Q z __ Q z o ~z Q� I ^ z aN U) Z m � 4 J Z J ¢ Z T-I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2mO SHEET N0. S3 (MONO)