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(1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:02. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH J1TYP-) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULATION BA ROOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8"tl ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" .N,O. 2x SUB FASCIA ABOVE) W/DRYWALL 12"VENTILATED SCREWS @ 7O.C. SOFFIT 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 ff7 ARCHITECTURAL 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LU a NOTE:EXTEND "FIBERMESH"W1.4XW1.4 WWF OR DECO FINISH 4" to 6" BELOW GRADE E .. . fV ' p. oD' - Z °° � III D III —III= _ °° 6 MIL VAPOR BARRIER0*4 II I D a: I II I COMP. SOIL. (I I D • • III= (COMPACTED TO 95% =1 I I I -III—III 11= MODIFIED PROCTOR I III III —III —I i ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 (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 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (2)#5CONT. ON3" 6x6W1.4xW1.4 r CHAIRS (TYP.) WWF OR FIBERMESH D C —III—III—III—I m D D II—III—III=III o I, T I III I I I III I I I I I I I I I D✓ O \ I III I I I I I I I I I I I I I I �,' TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT 6G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB �N - 1411 O.H.D. RECESS z PAVERS �r M IN J. —I I=1 III=1 I I- l l l l l l l l l l l l l.e d a •:. 4" I60 1=111—I I I' . • .. —11 r III=1 I I •.� • a : ' III —I =III —III •y �: I=111 SEE A/S3 OR J/S6 — I -i llI III —III— I I-11- III ITI—I i t I , FOR REINF. INFO. 3" MIN, CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 13 ADDITIONAL INFORMATION. 8"x4"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES CUT TO SLOPE. 1 ELEV. 4-4 1/2" A.F.F. GARAGE SLAB AT STEP SCALE: 3/4"=T-0" 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8114" "J" BOLTS BOLT (IF NO UP LIFT ON Y @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS USP SPT22 TYP. SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE z MONO OR STEMWALL - FOOTING MONO SHOWN FOR CLARITY O° _ NOTE:04 *FOR BEARING WALLI- W/ UPLIFT ONLY j 1 FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. EXPANSION JOINT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND I O.H.D. RECESS CV ' —r M d III=1 I " 1 ao 4" -r . I- I I —I 11= III-' SEE A/S3 OR J/S6 -I I I I II III=„ I I I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 3/8" MORTAR BETWEEN SLAB & BLOCK 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. ROW 2x BLOCKING @ MID HGT. FOR WALL GT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS DR WALL HGT. > 8'-6". ISULATION PER CHART ON FLOOR PLAN SP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH G f I I=III=III= 1131/2"(min.)- 4" 31/2 00 III=III _ _ _ _ III. -III _ III —III —III —III III —III III (2) #5 CONT.l I =1 I -III—III—III—I I =III-' III lil—lil ii 4" 11-411 MIN. TYPICAL BEARING BEARING WALL @ STEP @ SHEARWALL@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W! 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E 10 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. "'� SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ - 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 47 31/2"MIN. D D PAS � M�N�MJo�s 1opN��N c -2x STUDS @ 16" O/C �v ISULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK -USP SPT22 @ EA. STUD 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/1 2" (A 0. @ 00 -2X P.T. PLATE 20" MIN. LAP #5 REINFORCING -WEEP SCREED INSTALLED BAR —� PER MANUF. #3 OR #4 REINFORCING BAR . . j ) MIN. Fy= 40ksi ct - - D D -. - - - p --•----;. #3 & #4 LAP SPLICE 6 D M \. D FINISH GRADE cO 2 25" MIN. LAP -0. 6 MIL VAPOR BARRIER - I III D I=1=III=III - 00 R 1 7/8" =1 I 1 I 1=1 11=1 ITI—I. T #5 REINFORCING BAR III o : I —III —III III III- r #5 LAP SPLICE II II . ' III—III—III-11I_I COMP. SOIL. (COMPACTED TO 1 II 95% MODIFIED PROCTOR ASTM �- I =III III= I —III-III-III= D1557) I I III„11 1111111/11 1- 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0101. CONT. BEAD SEALANT INTERIOR " = 2x STUDS @ 24" O.C. U.N.O. -3 _ GARAGE CONCRETE NAILS W 1 1/2' "- 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 C TENSION 120#) CONCRETE SLAB - 6x6W1.4xW1.4 r ' M WWF OR FIBERMESH ' _ - N Cl) 6 MIL VAPOR - BARRIER 4" ]4' INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 6x6W1.4xW1.4 WWF OR FIBERMESH 31/2"(min.)- 4" ° n a IT GRADE 00 I =1 I_I=1 I I=1 11=1 I I=1 11=1-1 --— — ——_—_—_— II=1I1=1I1=1I =1 11= I 11=III—III-11—III 1 I III —III 11=1 I I— I I— ' �—III—III—I 11= 11= I I —I 11= I I=1 I I=1 I I=1 I MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N T C M E A _--_—_ a I III, III III; 80 11- 1 r I I a. .. '. a I —I I M III '• �. � •. III- III— SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 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. FOR WALL 3 @ 3rd PTS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE w � D U . —III—_III—III m D LU a I I I I —III —III I g 1=III—III I I=1 � • —III;, III IIII (2) #5 CONT. I I I I ON 3" CHAIRS 8" 1'-4" (TYP.) t PLAN (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 APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _ 6x6W1.4xW1.4 WWF OR FIBERMESH r M n D. I —III —III —I I III I 1 1—I—I=1 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 L (D C U) N vi C (G C0M F- tV (D 4- D oow 0o o a)0"�o o Co co :1U v m -0 C 5'o � LL 0 N r�_ � 0 le Y O N U off -leN a. C) a o a 0000 U5Qr; .� rn � 0 N C B D C B D® KID C) W �. 00 O N C) LL 5 ^cr� a ' o O •,vi a 4 6 `� W V • V �. !!!jlli6 To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '--I r'M [V M Z .N M 0 O > �M 0 a7 Q �L 0 :2 5- L F— fa U- (V n Cn ry J W LU Joa) Ln N Ln U Z z LU o z J w25CO U, m Z 1z G v�x1n�0 1 0 z z 0 a WU z >-Q U 2: Q =21ZW~z �! --I 0 z p a w g UED 0 CD04o�:Wo U TI a0zO z l0 cei-W T Ln ^ , �✓ r-I O J Q� Boa wQ~3 a Z U a 0 0 U V) 0 0 0 z ~o02-:0 - Zo2oZz Z Q w w- z 0 0 Qa5-U<6 J o0LU�acg 4—J P O> 9 o a w W0wzQ w 0— aalw-0S Mo Q a�co pza 1 �OLww as 0 M LL LU z z a SCALE AS NOTED PLOT DATE : 01 / 21 / 2011 VERSION NO. 1000 JOB NO: 11-0055-60 SHEET NO. S3M II__::. .i _I I-..---.: