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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGH-` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —1 CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 161 TOENAILS T & B FOR WALL HGT. > 81-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. I 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 n71°b. (2) LAYERS TYPE ► OR TYPE II d (#15 OR #30) UNDERLAYMENT 16 FOR ROOF PITCH 4:12 OR LESS. D PRE ENGINEERED WOOD _ TRUSS @ 24" O.C. U.N.O..11�_ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 81' METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — INFORMATION. IALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 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 a ""GARAGE W/A HABITABLE ROOM(U.N.O.) (OR / GYP. TYPE "X @ ABOVE) EE 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 BELOW3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/TOP PLATE (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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8"MORTAR BETWEEN EDGES, AND @ 12"O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10""J" BOLT @ 24" O.C. W/2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl2"TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 IL E° ° ° ° A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH 31/2"MIN. 31/2" MIN. ° °° ° °° , °°a ELEV. -0'-3112" z2x4 CONT. °°°A.F.Fp °d `_'- ' 1/2"(min)4"_°° ° o =o A GARAGE DEPTH VARIES°°31/2"(min-4(2) #5 CONT. 4" ' 1'-4"GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL CSCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16"OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C ' 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2 ROWS OF 2 BLOCK NG 0" �E°SSG GO�N�o S TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ Z 6d TOE NAILS @ EACH END _\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. ,W)1) ROW 2x BLOCKING @ MID HGT. FOR < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN �SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE /6x6W1.4xW1.4 WWF OR FIBERMESH ° ° 1/2"(min.r 4" • 0308- MS (2) #5 CONT. -1 4" U.N.O. MIN.rCC TYPICAL BEARING WALL @ STEP SCALE:3/4"=1'-0" \ S3 (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. () x I @ 2x STUDS @ 16" 0/C � o'' " FOR WALL HGT. s 8-6 . (2) 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 "x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR C14 LAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 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 SIMPSON SP1 w/ SIDE IF APPLICABLE. �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR /- *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP 24" MIN. LAP i #5 REINFORCING BOLTS 6" MAX FROM _ 6 x 6 W1.4 x W1.4 W/ (10)10d NAILS = 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR _ a END OF 2" x PLATE �, WWF OR FIBERMESH r ARCHITECTURAL FINISH TYP. ASSUMED FINISHED -1 c PER MANUF. #3 OR #4 REINFORCING BAR W > ° , [GRADEFINISH GRADE ., n �r�zr I MIER WALLBOARD r Ilr-Il—Il�ld— �. II 1 .. .. . J [>'=11-�. ■.. `'11=71=11�1�• 11=11=11.~I1.== • • • • II -II,- Il�l1..-11.-11-1 .:.: �i=11'_ll`_ll`-ll�ll-11=11--11: "11. =11REINFORCING •LOCATIONS)''=1t'- 1i=11=11""-11'-11. 11=11'�11' 111=II"-111=1 I �1x4 P.T. BASE NAILER" . 1=11=IL=11.=71=11'.~ ' ' • •-11--�1-IC-�- BASEBOARD _ • - ..n�..n_n..n FILLED CELL TYPICAL mmmmum MIN. 2500 PSI CONC. SLA 11 11 -1-1 7- Wall AT MIN PSI MAY VARY PER • - • •- POURREINFORCING91 O• MUNICIPALITY. #6 LAP SPLICE • CONCRETE SLAB W/ 6X6 is- ,--NOTE:EXTEND REBAR DETAILS rF MEN SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ONE CURB DUE TO SLOPE INFORMATION. 31/2" WWF III=1 -11- -• • . FIBERMESH III �I ,1=11 ' GRADE _....11,...ILa• Il'� II... M. • . •� •• OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS = SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS rjT� SEE TYP. WALL SECTION FOR SCALE: N.T.S.Ql"/) ADDITIONAL INFORMATION. 1=11,= 11=11.=11.�11.=11�=._=ill�ll.�ll�:ll�ll 11�11_71�Ii�ll�il�l1- 11. • • -�11=11�11'=11�11-11�11 _ MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS 27. 4n . T SEE A/S3 OR J/S6XTFOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 V R SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r M AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN go �_ A" �, ' a A .v a FOR STRUCTURAL P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01-0" J CONT. BEAD SEALA� INTERIOR ° _-3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °P I=1 11= 11= rl I E 6 MIL VAPOR BARRIER v� At BEAM SIZE & CONNECTION INFO r� I I 2x4 #2 SYP P.T. FRAMING w/ - SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" zz ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w cr-j I_ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. SEE R PLAN FOR E W STRUCOORAL COLUMN SIZE SLAB STEP &RECESS S.G.D. M � &BASE CONNECTION INFO. SCALE:3/4"=V-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"x3" 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. ' " ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS ? a tYi FILLED SOLID (SEE PLAN FOR _ _ __ = a a = 6 x 6 W1.4 x W1.4 t SIZE AND REINFORCEMENT) C7 I I=I I° °• T WWF OR FIBERMESH M BRICK PAVERS or SLAB PER F- a w W II�Ii�l p o _ -III- ICI �I�IIIIIII�II�I v • • °• -_-_' = z z a ° 1= �_ =- - - - - i —III-1 I=I I I= =1 11=1 1= I" 0'-0" FIN. FLR. COMMUNITY SPECS " Cn - I1=1 I I ° 14 _- =1I1=III-1I1=III II II1=115 W I -� I-1 I -I 11-I I I �=1 I M 11_ 1 FOOTING v I=1 I I— I I=I I I I I I- I—' BEYOND I i 1 1 I PAD REINFORCEMENT 3" MIN. CLEARANCE : '' ,, ... , • . y •' •'• SEE FOUNDATION (SEE SCHEDULE) 4" 4" ... '• CONC. PAD INFO. FOOTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.rK�� TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" SC"LE'3'*'=''-0" S3 SCALE: N.T.S. S3 0 C9 9_ Z la Z I Q d V) 0 a) cn 4--+ W -U — 0 w V) c 120 .� _�LU OLO � tV LL U ;LF o B D. A100 ` .e.n.c F Uj -� ,'�P� LL1_ 10)cflE FL. a• •o� R O F E S S To the best of the Enginejl y ,and belief, the structural plans and i { ntained within these drawings comply with the 2017 Florida Building Code - Residential 61h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z lV OWN > (n M C M Q v Ln a. cn•�d' d Ln a CC -I z W CD J 0 d' mill W Q U) J a Q 5410 C3W� F-- LU M� W Q g® z aU Ln Ln Cts Z o `0O r� � U = Q 'z g,U, o . LL W z uiEd J Ln rl W FE z �z rq � m r Z z 4 t W O ^+ ,- 4 a cn SCALE : AS NOTED DATE : 1 /31 /2018 TECH: ERAND VERSION NO. 2mO SHEET NO. S3 (MONO) I