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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INS 5/8" OR 1/2" HIGH--` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. x n n 2x P.T. PLATE 1/4 DIA. X 31/4 1 APCONS @ 24 O/C & E @ 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 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) A4 WWF OR FIBERMESH PITCH > 4:12 ►a - (2) LAYERS TYPE I OR TYPE II T • (#15 OR #30) UNDERLAYMENT - °' . D ' ..► z? FOR ROOF PITCH 4:12 OR LESS. T PRE ENGINEERED WOOD _ TRUSS @ 24" O.C. U.N.O. - - HURRICANE ANCHOR @ EACH ;TRUSS (SEE UPLIFT SCHED.) W/ 8" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ,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. ALUMINUM DRIP EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. -�r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6" , (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TID WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) — 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0"OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. -0'-31/2" z31/2"MIN. I 31/2"MIN. A.F.F. p • • •' • ' • u- • o =1 L _ ► • . -1/2"(min.)-4" • 1/2"(min.}4" ► • N rr rrr 0 • rrr • - •. 31/2"(min.) - 4" (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. 411 14 8" U.N.O. MIN. U.N.O. TYPICAL BEARING WALL C@ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 CF �\�OS�OVA EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C 10 M�r"N 7 SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 1"x P.T. STUD () taQ 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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR 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 (10)10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SPi w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR TYPE "S" MORTAR (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 'SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH BAR a BOLTS 6" MAX FROM W/ (10)10d NAILS WEEP SCREED INSTALLED ARCHITECTURAL TYP. T 2x P.T. PLATE PER MFR INSTRUCTIONS Lu END OF 2 t. PLATE FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR - : - > J 6 FINISH GRADE ;0 WALLBOARD- • • • • ' I Ilir"'�11=1c ►�1=► _ [GRADE.� .r CELLS(SEE FOOTING MONO SHOWN A!!T! FOUNDATION PLAN FOR CLARITY`-'U.N.O. 6 MIL VAPOR BARRIEI:�Za, '.II_.�II •11=11= hall. • " 11 'll=! Fonj E (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 = WWF OR FIBERMESH r • �. 1 �111�11�--Ilell 1 x4 P.T. BASE NAILER - - - - - - z ° '- I #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION o° I=1 I I-III=1 I I=1 I I=1 I I=11 2 NOTE: g I I F I F=III=III=1 11=1 11- N " PORT AT EACH COMP. SOIL. (COMPACTED TO 31/4 BASEBOARD FOR BEARING WALL 1=III=III= I 1=III—I I (=1 '- FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ - _-1 95% MODIFIED PROCTOR ASTM - - - MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ - r, AT GARAGE CONTRACTOR I I=I 1=1 1=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=I I=I 11=I 11=I 1= D1557) MIN PSI MAY VARY PER �' TO CUT BLOCK ORPOUR -i 11-III—I 11=1 11=III=III=I 1=1 1=1 I I=1 I I=III=1 11=III=III-1 4" V-4" - - - - - - - MUNICIPALITY. CURB DUE TO SLOPE I-1 I (..-i I —III I I II III ;III I I I-1 11=1 I I— i— CONCRETESLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "- "- " "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 c I SLAB INFORMATION. SLAB INFORMATION. E!�t M • ► •► [ O0 6x6W1.4xW1.4 ► °Q 3112" WWF OR FIBERMESH 6 MIL VAPOR ► _ ? min. 4" BARRIER D; p �r 1 N • a . GRADE r = COMP. SOIL. • ' (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4- (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL U.N.O. ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS tt z t• z — SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' "(1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J•1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. No -11%11ME11M SUNNI11 _ • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESSIT E cn Ch y' 4" _ _1 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS K�j SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01-011 J CONT. BEAD SEALk Q INTERIOR � 'A -31�2. q CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e z ci Cn 6 MIL VAPOR BARRIER ON 3" CHAIRS 36"MIN. LAP [36"MIN. LAP] I_— :::] 7 10" (TYP8" 11-4" 8" ) 'xxx #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR IES 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 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN °Q n ° v ° pug M c (2) HTS20 FOR STRUCTURAL r E BEAM SIZE & CONNECTION INFO PLATE M I I • DcaP.T. I 2x4 #2 SYP P.T. FRAMING w/ 7r16 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" o.s.e. z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 COLUMN LOCATION Q i SEE TYP. WALL SECTION FOR ADDITIONAL Iw 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. KM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING �-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .-. EXTEND FILL CELLS TO FOUNDATION PAD a !. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT .E 1 6 x 6 W1.4 x W1.4 it WWF OR FIBERMESH '- -A. cht -��, SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN wl MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) CONT. FOOTING STEEL oo ? GRAD -___ = W 4 —ICI—ICI cs �- ° Z w-) I -I D a w W111�1=11 MAT REINFORCING. r ' IM a a _ a _ _I a• I=1 I I=1 I I-1 I I=1 III III=1 11= I w 1 Z 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 • • �® 1 1 AI • •MMUNITY SPECS FOOTINGBEYOND PAD REINFORCEMENTJ 3" MIN. CLEARANCE �i��i� i�i�� •- -- ' r�- - :{ivy i�'q� • PAD � N (SEE SCHEDULE) FOOTING WIDTH COLUMNSEE SCHEDULE TAPERED • COLUMN ,,��11111t1il1ffy/J��' •NSELr- r- • •�. J �<' U Z, O 41 /?CFESS1pt� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. s 0 �8�N 0 Q � f`cc aaND LL , ,n O) N _J � W N IrL N 42 u_ 12 0. a W N `Jou,LL a'� Zm 0 c Y, I goo, W �.g m m o M N ILin N O �$ (_� N M 5 W° Q h 00013 U' z cm zo z a a— d N — N N 4 C1 [0 .Uo� W O-� N W 8 Ly N �NCO LU �o U 39 • �0 N s� o M M W LL E zo a Div 0 Q F- CL �U Z N fO ate 0 W p p 1y m N C: o Z z N 2 SC �w ZD a� Mu Q N JJyWy Q 6 ��" ii� �ID 0E .R 03 dN'• J L > 0 0 C /I� m T�" J N f� N W T (V d z E 10y c y c 0. U Q p JOB NO: 20-6220 SCALE : AS NOTED SHEET NO. S3 (MONO)