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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. > T-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 & g @ 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 CHAIRS UNDERLAYMENT FOR ROOF (TYP ) WWF OR FIBERMESH PITCH > 4:12 ° ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. t> ° r REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. -_ 12 HURRICANE ANCHOR @ EACH - (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE 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. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE n 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR V GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END e „ (U.N.O.) (OR / GYP. TYPE @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8 x 10 J BOLT @ 24 O.C. W/ IMPSON SP1 w/ (10)10d NAILS 2"00/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE - - -- -- O.C. OR 5/8"x10' WEDGE ANCHOR 2„ x 6 W1.4 x W1.4 EAA.F.F. @ 24" O.C.) WWF OR FIBERMESH ° ° ° ° ° ° 4 v 31/2" MIN. a ° v ° 4 ELEV. -0'-31/2" Z a ° ° r ° 2x4 CONT. ° ° ° ° T_ A.F.F. S ° " " a - ° ° ° 1/2 (min.)- 4 = CN k ` ° n GARAGE DEPTH VARIES ° ° a 31/2"(min.)- 4" z I I ° d ° v ° (2) #5 CONT. 4„ GARAGE SLAB AT STEP rB TYPICAL BEARING WALL Cud STEP 0 SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SCREWS @ 7" O.C. "EE HEET LOAD BEARING OR 2x STUD 2 ROWS G GON' •PE�"� e�5 Ivv�s�GJ \ � _01 5 CEILING & 8 O.C. WALLS n () @ » �� F x BL CKIN [3R x STUDS 16" O/C 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8 C.M.U. THIRD POINTS @ NOTE: INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR CHART ON FLOOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL /8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N YERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR ,,, n n n „o ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x 10 J BOLT @ 24 0/C W/ 2 X 3/16 D LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE "SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SPACED EVENLY X P.T. PLATE #5 REINFORCING BOLTS 6 MAX FROM w/ (10)10d NAILS N FIBERMESH EEP SCREED INSTALLED BAR � END OF 2"x PLATE2x P.T. PLATE .� w_-lotARCHITECTURAL NP T ASSUMED FINISHED ER MANUF. #3 OR #4 REINFORCING BAR w ° FINISH r 1x2 PT WD FURRING @ 24" O.C. GRADE R ° ° ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z Cl) P FINISH GRADE °O 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] 0. _ D 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL CELLS SEE ° > U.N.O. ( FOOTING MONO SHOWN D D D D ° . ° Ib g FOUNDATION PLAN FOR CLARITY ° ° _ _ _ _ 6 MIL VAPOR BARRIER °. R `0 - FOR LOCATIONS) ...p D I -I (I= I Z 1 #5 REINFORCING BAR CN 8 ° D D =III=III=III=III 31/4" BASEBOARD PORT AT EACH III III -,. *FFOR BEARING WALL -i r I=III=�111=1 I I-1 I I-1 I I_ COMP. SOIL. c COMPACTED TO 2 FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ o 95 /o MODIFIED PROCTOR ASTM _ MIN. 2500 PSI CONIC, SLAB co AT GARAGE '' D1557) - N MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR =1=1=1 I I=1 I 1=111=1 I I=1 LI. LII I=1 I I=1=1 I=1=1�- 1= 11:=:=1 I I 11=� 1=I 1=1=III 111= 4" 1'-4" 0o MUNICIPALITY. CURB DUE TO SLOPE =I CONCRETE SLAB W/6X6 W1 AVIAN 4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING 00 LO N "FIBERMESH" = le ` DECO FINISH 4"to 6" BELOW GRADE I � SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION, 6x6W1.4xW1.4 1 Cl) ' 0? 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► - z •' min. 4" BARRIER , p 1 D N " A v GRADE o J COMP. SOIL. — A a oO (COMPACTED TO 95% - ° (1) #5 REBAR w/ OPT. MODIFIED PROCTOR E IN ENCLOSURE o'o ASTM D1557) 3" MIN. CLR. z (2) #5 REBAR CONT. 4 k ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) i TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 N E OPT: DEPRESS SLAB 5Y2" I- DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY o CONCRETE SLAB 14' PAVERS O.H.D. RECESS U 4„ CL CL .:.., . i SEE A/S3 OR J/S6 ri 00 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 Y SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS E 6 , N T C 4" T SEE A/S3 OR J/S6 ftLLV - FOR REINF. INFO. 3" MIN. CLEARANCE VA" (1 STC RY) V-8" (2 ST9 RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0 • CONT. BEAD SEALA& Q ° • INTERIOR ° ° d -3 1/2" d • CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 1211 CONCRETE SLAB °4 00 C - 6 MIL VAPOR BARRIER TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. FOR )CKING 2 PLAN (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. c E 6x6W1.4xW1.4 WWF OR FIBERMESH r I r? v ° n ON 3" CHAIRS 36" MIN. LAP [36"MIN. LAP] 10" 8" 1'4" 8" (TYP-) #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"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 , FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) r WWF OR FIBERMESH �1! 10d NAILS TO TRUSS TOP CHORD�7 FOR TRUSS M AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° . TOP OF BEAM NV & LAYOUT DESIGN .. SEE ROOF PLAN c ° <: A. ° v ° ' FOR STRUCTURAL -' E T BEAM SIZE &41 CONNECTION INFO M - e • . ° 4 i I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE j SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. SEE FLOOR PLAN FOR o W STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. K�m N & BASE CONNECTION INFO. SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"1 TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 �'-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 ?GRADE E M FILLED SOLID (SEE PLAN FOR - _ _ ° -4— __ ; I I I= = 6 x 6 W1.4 x W1.4 N 1 `WWF OR FIBERMESH SIZE AND REINFORCEMENT) LLJ c9 a 4 4. �= I =1 I I=1 I I=1' -=I v 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 BRICK PAVERS or SLAB PER w w _ I 1=1 I Z 0'-0" FIN. FLR. COMMUNITY SPECS " � - 4 - --_ =III III=III—III-III=1 I_ III--III—III_=' FOOTING I. I l li-�I II I Ii I -I I I:-111=' BEYOND :: ,, ..• .• . PAD REINFORCEMENT II � �111 ,I 3" MIN. CLEARANCE �.•'! �� ;. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .... . ,a. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING KG12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4' = 1'-0" SCALE: N.T.S. S3 W 0,r, Z M z Q d U) Z W t/) (D Q) C 4---# W M o 0 LA-' c o C6 F- � _w � U RD B D. IN p. F Ni 605 U_ �✓ yy11 �.\ Q LLI To the best of the 's'Wv'e ge, Inford\a on, and belief, the structuralIII�Q�F•odntamed ily�p within these drawings comiialW tt1�i2017 Florida Building Code - Residential 6th Edition. 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 1171.4 n 0 ;cu V) M M aV) TJLn a (n •L- er a CU_ Ln V a 00 Q E Z LU J � ct W 5z g U) Yi a � Q goo z w 2kX-. o. 0 09!8zE 22 Z Q II, �5 o 0 m N LL.. Z W 4� Z Z J ul rl u� LU *I: t—I N Q Z t u. 0 Im O 06 Z � _ � a cn E SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO 5ml SHEET NO. S3