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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES INS (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF / NAILING SCHEDULE ON SHT. QK11 I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O..2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE SOFFIT SHEET 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 'IS" MORTAR 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w � NOTE:EXTEND W1AXW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE y M —I 11=1I 1=1 I I iI+ 6 MIL VAPOR 11111 z BARRIER I , D a 11II — I ° • III— N COMP. SOIL. T ° (COMPACTED TO 95% fIT=1 MODIFIED PROCTOR I I I— I I I I 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 ("A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB- :\\ PAVERS_ SEE A/S3 OR J/S6 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. d 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS (TYP.) WWF OR FIBERMESH Tf 1=1 I f=Tl I I � I I I I 1=1 11=1 I I—rT TTI I I I.IIIICI 11 I TI III I II I III III I,I' 1 8" 117--- -- --L...9- 1 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 04 2x P.T. PLATE ASSUMED FINISHED GRADE Z 00 I —III —III —III —III —III D D ° ° III —III —III —I 1=1 I —III- ? 1=III=III=III—III=III=11 � g ° D D - 1111111111j1111111; r -1 1-111-111-111-111-11 — FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° GRADE 00 _ -(1) #5 REBAR w/ OPT. 11=1 11= I II 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" O.H.D. RECESS z 13 O.H.D. RECESS a r CV • ° . 4 I 00 �4;, 1 I 60 III I I� II I -I I I I . I —I I I� �...'. n�a�+.'. IIIIIII' •III I a .�.' �,- 1—Ilt FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / 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. SEE A/S3 OR J/S6 -- -1 LIT 1I I T—F � 1, , , 111 FOR REINF. INFO. 3" 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. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/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 E 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 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. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" A.F.F. MIN. ELEV. 4-3112" z �31/2" A.F.F. O D b n TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� RUSS BOTTOM CHORD OR 2x4 BLOCKING W/ W/ 2-16d TOE NAILS @ EACH END s „ GYP. TYPE „X„ @ / (U.N.O.) (OR \Z2_16dTOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE '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. U.N.O. CONNECTOR {1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR •2x P.T. BOTTOM PLATE 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" ANCHOR 2x P.T. BOTTOM PLATE l6x6W1.4xW1.4 O.C. OR 5/8"x10' WEDGE @24"O.C.) 2" 6x6W1.4xW1.4 WWF OR FIBERMESH /WWF OR FIBERMESH l III —I ' N ° � . (2)#5CONT. 11-11„I�II�,I�11�11�11�1111 1�1=1' 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" ^�6pN • \�4 ens' T• c -2x STUDS @ 16" O/C / kSULATION 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. @ K.O. BLOCK -USP SPT22 @ EA. STUD -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR —� PER MANUF. #3 OR #4 REINFORCING BAR CV D D \ D Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 o ° p FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER —11 ( I> t. 1 =1 ° I I .11=1 I=_ O° #5 REINFORCING BAR R 1 7/8 r zI5 I AP RPI I('F DII II I I1=�=1 COMP. SOIL. (COMPACTED TO I II I ° a . — =TT I- D1557) �1 MODIFIED PROCTOR ASTM ' 1==-1-111-1 I�� 1_TI III=1(f III=ITI III—ITI=' 4" V-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. 2„ HOLD GYP. BD. 1/2" FROM SLAB 1 01_011 a J CONT. BEAD SEAL)* INTERIOR -3 1/2" N CONCRETE NAILS W 1 1/2' M EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° 00 __ M 6 MIL VAPOR —1 it BARRIER -= 4l 14 1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 `I M WWF OR FIBERMESH a ° K S3 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 w =1 =1 1=1 m a p . —III==III g ' 1—I 11=1 I I I I—Uj (1) ROW 2x BLOCKING @ MID HGT. 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#1 MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r °1t 0. II —III —III —III= o III III —III —III—' r (2) #5 COIN —11 11 I �1 I I, I I I ON T' CHAIRS (TYP ) 8" 1 8„ 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES —ti 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N � 10d NAILS TO TRUSS TOP CHORD FOR TRUSS a AT 24" O.C. MAX. CONNECTION INFO M . a SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN ° a_) — — — I ITIIr SEE ROOF PLAN FOR STRUCTURAL O0 — ° n a - A - BEAM SIZE & I I I a a d I I I 2x4 P.T. CONNECTION INFO Cl)1 ' ° PLATE I _ 7/16" — — — — — 1—I O.S.B. .I T „III-1 I I-1 11=1 ff 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 ��'-`— "- 8" MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. COLUMN LOCATION z ATTACHED PER NAILING OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w SLAB INFORMATION. w o W SLAB STEP & RECESS S.G.D. M co 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"xT TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, M SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER N. FLR./ib, �COMMUNITYSPECS MASONRY WALL AND' PAD FOOTING I 8" MASONRY WALL -- I EXTEND FILL CELLS c TO FOUNDATION PAD d CONT. FOOTING STEEL I MAT REINFORCING. r ' 00 GRADE— — a M ;III=IIII ° °. 1=1I1=1I1=111=1' Z W W 0 0 U)LLJ II II 11 a�=1I LL I=1 =II—III—III—I1I1=1I1=1I1=1I 11=1I1=1I I— FLU OOTING =1 I1=1 I III=1 1=1 I I- 11-III=111-1 1—III ,� -111=1 1— BEYOND PAD REINFORCEMENT -III—III=—' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3_ UI �' Z o — o Z Q w z O uJ � p U — O1- w o~ o CA Cl) U w ,—E �M C) t0 M 2a- NO — U o O ID L IL W j U Sao Q o A , B D® N B C�.D-C .,� ® '. 0�y �. v x 4 ao CC=:) U7. C9 CU &) �° Z W 'o89rch'a''�'' o v ❑❑ 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 Z O a� �-+ ;N O I>-�V)MO .� Q - a � •L Q U- Zai� Q00 a E� � r13 z WJ C) �- oz wLL0 WmzzS � OU r- 0 , z ¢ oQQOQQ X: LL, zz 19 CL0 J r.0 �U e0oC0 U20� W N aOzO ��w O �J A� 1 ` L0 �1 L0 � Q J LU /'�/ < z U l� 11 . UO LU v0)m0 2 E0��ws?>Z .0z LU- W Oz 7 )zO o0 z =3 J N P2>9oEll (n O LU w O LL z a M<<w100oo Lr) aXzz<OLU W <Y ga� O LL LL Z � f— z Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-5178 SHEET NO. S3 (MONO) IT. BT G�,