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a N a=i 0 9 LID - M oo I U� a 0 N co 0 J LIM it Cn _ a N 0 a E o x 0 i N ti FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 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 PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL (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. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH., BELOW GRADE -v D bo 6 MIL VAPOR BARRIER ; 9 D N T COMP. SOIL. a (COMPACTED TO 95% — II MODIFIED PROCTOR I I T—T— I T71 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) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---x BLOCK WALL BEYOND 14 %O.H.D. RECESS •M S� ��;-`•• �—III—I•Ir�' d ' 41' - SEE A/S3 OR XS6 —'-'! 11 11 ITI i I I I i FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �j3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D . m a P —I II I11� Ilf I l A (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 z APPLICABLE. 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH "' a nk, I I) I I —I iT—TT� r 8,. TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG 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) *SIMPSON SP1 w/ (10) 10d NAILS —� 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 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 It 5/8"x6" "J" BOLTS BOLT I IA @ 24" O.C. VERT, OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY f 2x P.T. PLATE ASSUMED FINISHED ` GRADE ° ° 00 D p P ° o i—III—III—III—III—III � o D ° ° III=1 I —III —III —III —III- Z I=1I1—III=III=III—III=1I M g ° III—III—III—III=III—III Cv —i t—i 1—iil —i FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° GRADE co • =(1) #5 REBAR w/ OPT. 11T— —I fT 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT r M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J 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 7/17 _V)_ II II II 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 SIMPSON SP2 w/ (12)10d NAILS 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.) X ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" D.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 211- z �31/2" MIN. ELEV. -0"-31/2" oo TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH —� EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X, @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2"MIN. 1/2"(min.)- 4" (2)#5CONT. � 4" T rlr—fr1—�f• r�r—•� 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP " SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" PGS' _10 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) 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. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS f2x P.T. BOTTOM PLATE \ I6x6W1.4xW1.4 WWF OR FIBERMESH \ b� 111=1 I W D ° / I I 31/2"(min.) 4" 'III= ° I III —II FIL =T I r—I — (2) #5 CONT. 4.c ' 1—�-4, ITS rr rrr8;� U.N.O. MIN. TYPICAL BEARING WALL a" STEP 2x STUDS @ 16" O/C 1/2"(min.)- 4" (2)#5CONT. � 4" T rlr—fr1—�f• r�r—•� 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP " SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" PGS' _10 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) 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. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS f2x P.T. BOTTOM PLATE \ I6x6W1.4xW1.4 WWF OR FIBERMESH \ b� 111=1 I W D ° / I I 31/2"(min.) 4" 'III= ° I III —II FIL =T I r—I — (2) #5 CONT. 4.c ' 1—�-4, ITS rr rrr8;� U.N.O. MIN. TYPICAL BEARING WALL a" STEP 2x STUDS @ 16" O/C \ �00M INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /" \ APPLICATION 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 SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20"MIN. LAP (24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR N D ° ° #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] V) — A P 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIERwril °° #5 REINFORCING BAR R 17/8'ILI° r 05 1 AP .RPI IC;F COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 4'" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING 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 Ol r J CONT, BEAD SEALA- Y r °., < A ¢ INTERIOR A. d . -31 �2,1� •• i r : . e.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 50 c _ Wit• _ — N II= co 6 MIL VAPOR BARRIER 4" 4" 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 T 6x6W1.4xW1.4 C WWF OR FIBERMESH I Cl) SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM LLUJ LU w END OF 2" x PLATE 0 P U ' IIIri 11—m (2) #5 CONT. =1 I . I I ON 3" CHAIRS 8" TYP CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s V-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#) E 6x6W1.4xW1.4 WWF OR FIBERMESH T rr --•_ —`Il I ICI =1 I 4 8" ( •) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES 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 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. • % SEE PLAN FOR CONNECTION INFO =� ° M 4 . TOP OF BEAM &LAYOUT DESIGN ° ° — — _ � �I � r (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL. _ — — — —4 °'. °. - ° a �=,1 —I! �� : °rr1 r � M BEAM SIZE & �y, r ' I E 4 CONNECTION INFO ° 8 M J w w ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL :• W/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD _� SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M M W/ MIN. (2) #5 VERTICALS oo GRADE a ° FILLED SOLID (SEE PLAN FOR = I =1 I 1=1= a SIZE AND REINFORCEMENT) (3L i ;III --III ° ° z w o I —III —I I= I —III —III w 1= a w 11=III I 11=III= 1= /BRICK PAVERS or SLAB PER LL1 z 0 o �' v -III-1 ! Q • °_' z / COMMUNITY SPECS " — — — — — — — ¢ 0-0 FIN. FLR.f �i�i✓i: p piii i i i I —I —I—III—I I —III I —III—III FOOTING I I I I 1—I 11=1 11=1 I I —I I I I I=1 11=III- 0 1-1 I I=III-111=1 I 1-1 11=1 I I—' BEYOND PAD REINFORCEMENT =1 I—III—i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T•S. S3 ER—I O C - o c� r� tF�>>;1galQEitt� *JJ �. _ it W Rom •• N < ttl!!i8 To the best of the Engineer's 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 Engineer's signature and seal. O _ 8� #o IJW NW� cWi Ifi O O "NN JD �Rn O N 0 gLLN 1! a Wa N a Cn 6 c" : L w vi m a wa w 0 T. CIL Y OF E�o w M O h mCID °o M LL ._@. J L K 2 Z a N 0 N ¢ cn Z U Z d < ❑❑❑❑ W IEEE N o 2wz) looms z 2 N v1 � o Q) _ (fj y .yam U a Q O Dul w c E o. N o � v m Lu E2 e = o I 0 8 4 • u) , �® a o o co w M log o z a J E ¢ » O z® oa H Ro uo O E ao a L = do �Z$ O Y U m0 U LL Z _ _I V m n Q W z U1 3 S < 5 0 LL a �z o wLL ¢¢ rx (Xo cD ti d x 0 no > Co nL, W o .> cco N .-. J O Q 0 0) ) / CD a. m r%, 00 ■� Z T L � N 2 O O 0 N r M N 0 W � N N � Z Z E O E (D `a _ a U _j Q p JOB NO: 19-8531 SCALE : AS NOTED SHEET NO. S3