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_j FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (Ty P.) I VARIES 5/8"OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7 O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL 1 2x#2SPFSTUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE _X (1) LAYER TYPE 11 (#30) (2) #5 CONT - ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 1 A (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. A -PRE ENGINEERED WOOD TRUSS @ 24- O.C. U.N.O. -HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 15 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-611. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 2� APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & 2" @ 6" MAX FROM END OF 2 x PLATE C14 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I KUN-j (,-jtt UVLI1- I CiLoNtU.) VV/ 811 METAL PL. UNDER EA. TRUSS -MOISTURE BARRIER TYPICAL INTERIOR BEARING -SHINGLE ROOF -7/16"O.S.B. MIN. SEE ROOF WALL VV/UU I UFLlt- I ( GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIESk FOR ADDITIONAL SLAB INFORMATION. -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE SOFFIT SCALE: 3/4"=V-0" � S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S. P. F. ST BOUNDARIES, 6- O/C EDGES, AND 12" O/C FIELD. A 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, SHEET LOADBEARINGOR --- / / 11� 5/8"OR 1/2" HIGH STRENGTH �_TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y8" GYP. TYPE "X" @ w/ (2) 16d TOE NAILS @ EACH END (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl ABOVE) S.P.F. DOUBLE 0 0) 1 Old NAILS WHEN TRUSS ALIGNED WITH S.P,F. DOUBLE TOP PLATE STUD BELOW TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" 0 ' S B (12) 10d NAILS SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 81-6". (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 IMPSON SP1 w/ (10) 10d NAILS 5/8"0 x 10" "J" BOLT @ 24" O.C. W/ 2"4/116" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE OIL O.C. OR 5/8"A O'WEDGE ANCHOR x 6 W1.4 x W1.4 A.F.F. @ 24" O.C.) 211 WWF OR FIBERMESH z ELEV. 4-3 1/2" 31/2" MIN. 31/2" MIN. .k A.F. F. I> A 3 1/2"(min. - Ar. 1T,_ TT= F H km 12.6%11`0111 (2) #5 CO- T. U.N.O. MIN. TYPICAL BEARING WALL C@ STEP C@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 00's 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. ROW 2x BLOCKING @ MID HGT. FOR WALL,HGT. < 81-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". _414SULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (110) 1 Old NAILS 2x P.T. BOTTOM PLATE WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. --z 1*411 j U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" ktj n%JVVO VV f_X F)LU%,r\llNU liXI TE: BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FILLED SOLID W/GROUT 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 8"x8"X1 6" KNOCK -OUT EXTERIOR WALL 8" C.M.U. THIRD POINTS 2x STUDS @ 16" O/C NO SEE CC/S3 OR #5 VERT. IN FILLED CELL cli LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 SOOK DETAIL SIMPSON SP1 w/ -8" C.M.U. TYPICAL BOLT INFO. 5/8"4'J" BOLTS BOLT 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK (10) 1 Od NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL IMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE- 3 TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ FINISH 1 x2 PT WD FURRING C@ 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 LA \\ AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 IXI:: /--NOTE: EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ;0 Z 6 MIL VAPOR ;e BARRIER 4 C> COMP. SOIL. (COMPACTED TO 95% 9:9 2 MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.__/ ON 3" CHAIRS TYP. L4- 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS 2� PAVERS� 2 4" x 0? SEE AIS3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1 (11 STOR") / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) I 't8" (2 STOW) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24!'MIN. LAP] #5 REINFORCING x x / SPACE ANCHOR BOLTS 6" MAX FROM W/ (10) 10d NAILS C14 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED J7! BAR END OF 2" x PLATE TYP. ASSUMED FINISHED -I d PER MANUF. N��-#3 OR #4 REINFORCING BAR X Uj GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40ksi x ZI x CL ;2� FINISH GRAD E [GRADE 60 y= 60ksi I> MONO OR STEMWALL___.1 25 MIN. LAP [30- MIN. LAP] FOOTING MONO SHOWN x Uj Uj FOR CLARITY 00 6 MIL VAPOR BARRI R C166�1 66 "�66 7 7,� R 17/8" < (n 4, I> C%j ;� #5 REINFORCING BAR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. _71 .G E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH :: - �Ei I 1=1 I 1=1 I F1 I F��I 111 2� r T. a I I:- I #5 LAP SPLIrF (2) #5 CONT. NOTE: I I I I _-:J I MI I 1=1 I F lcr�, *FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTIM D1557) 411 V-4" III 11=111 I I F9 I F9 I I I I FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH (min.) 4"--\ A. !6 GRADE ;0 _11�, IL�F_ 7--1 PE71 I P;�i RiAgm I E 1 �7 (1) #5 REBAR w/ OPT. _M_ :REEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" ""i,, S3 EXPANSION JOINT BLOCK WALL BEYOND 13" E O.H.D. RECESS cl) 14 W. ...... '4W 00 -410 410 SEE AIS3 OR J/S6 711�_ FOR REINF. INFO. 3" MIN. CLEARANCE 1-4- (11 STC RY) 1 �4' (2 STC, RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01-011 CONT. BEAD SEALANT INTERIOR 2X STU 4 4 -31/2" A GARAC CONCRETE NAILS W 1 1/2 1/2" GY EMBEDMENT @ 12" O.C. >1 W/ DR STAGGERED, FROM BOTTOM INSU PLATE TO CONCRETE ON FL (MIN. SHEAR 180# MIN. CONT. TENSION 120#) CONCRETE SLAB,,,,,- 6x6W WWF C =IT=_1 6 MIL VAPOR =-.I I I EE 1 7_�:H I 1��I I FEE BARRIER ::I I IZ Z -Ll-, Z 1=1 I 1=1 I =1 I 1=1 I 1=1 1 4" 411 J._� INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=V-101" "`i,,�S 3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 10.1 ----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F� SCALE: N.T.S. �3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 1 Od NAILS TO TRUSS TOPCHORD FOR TRUSS AT 24" O.C. MAX. x SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN Cr%D OT01HIrITHMAl BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING 0 0t1UCr%Hl C ON 3" CHAIRS (FYP.) 1 8" 1 1 8" _j TYPICAL INTERIOR BEARING WALL W/ UPLIFT K�`G� SCALE: 3/4"=V-0" �3 11/2" RECESS FOR VARIES x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH W LU SEE FLOOR PLAN FOR W W STRUCTURAL COLUMN SIZE (0 & BASE CONNECTION INFO. DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR wl 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. E ATTACHMENTS & 18/D1 PSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN YWALL SCREWS @ 8"O.C. ATTACHMENTS LATION PER CHART SQUARE CMU BLOCK BASE, COR PLAN SIZE VARIES PER PLAN BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 1.4 x W1.4 SIZE AND REINFORCEMENT) C R FIBERMESH 2 BRICK PAVERS or SLAB PER Y-O" FIN. FLR.jk COMMUNITY SPECS -- -- --------- A WK61 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0) S.G.D. ��M SCALE: 3/4"=V-101" \, S3 MASONRY WALL AND _T`*<> 1 11 PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Cl) Z GRADE 4 LU ��I I 5E1 I I F�I I FA -111 Uj LU 711 I= 0 0- LU LU = LLI 0 = z Q -El I EE 4 FOO111- I F BEYOND :)AD REINFORCEMENT-) 3"MIN. CLEARANCE :SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N SCALE: N.T.S. �1_ CD < C1 --I ia_ 1011a Cz 4-J LU Li 0 u- 07� E 53 C'-) 0 LU 0 C', :0) c) 17� .< A I tv[g z CD U_ - L L 0 0. % -5- To the nd belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signatu re and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature -and sea[ z C14 0 a) N P-4 4-J C) Ln * 5 1,0 > V) Cn C) C) M Ln < -0 CA .- 0 z (1) Ln rL U CL 00 z E z W LLJ CD -1 0 Mj Z, 1� C/) < zi Uj LZ,, 00 00 < z -0 1 Ln 06 0 C:uj 0 U < 23 fl. -Z =:) rj 0 ILL. U4 a�:� z Lu Ce, Z LU Ln L;j z 0 (y) 00 z 0 rn 4 CL SCALE AS NOTED DATE 1/4/2018 TECH: ERAND VERSION No' 10 SHEET NO. S3