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l_ I I I I l III" d I''_ 1' 11' 1 111' 'I ' -! - I 1 1 I 1_',I 1'I R_Til I el --I- - - - L !.!_ 111 _I I+ v I 1 11 II!_ V 3 M L0 v cn- J N 0 I r7 i x m 19 Lin v Cr Q 0 0 0 I 19 r7 -11 Urr L v c 0 3 Q N N v a E v y LZ In 0 0 UI y U 0 i 0 O O LZ N N 00 Cl- 0 r.0 0 L.A m v cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 �� P') 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 VI 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ / INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4- (R302.11) 5:�! FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH °o MOISTURE BARRIER n e SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM —I 11=1 I I —I I �I m 1=1 I �I 11=1 11= 9 �- D7158-CLASS G or H, or ASTM(=' 1=1 11=1 I �I I �I D • =1 1=1 I �I I 1-1' D3161-CLASS F, IN ACCORDANCE w/ TABLEI '—� I I �I I �[I�-E! I I I &I I I I r R905.2.6.1, FLORIDA BUILDING � F;:—;; I II CODE 7TH EDITION (2020) _I1 III 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD *L U.N.O. (1) #5 VERT. IN FILL 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 -NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE c E, v CV r ° � 0 z o 6 MIL VAPOR BARRIER • — c2 COMP. SOIL. � ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS z Cl) SEE A/S3 OR J/S6 `7-1rj 1 I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-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. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS r 2x P.T. PLATE TYP ASSUMED FINISHED ' ! GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY 00 NOTE: G - *FOR BEARING WALL T W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01. S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 2177 GRADE a W — — — F�I— • .Q _ ICI• —ICI ICI ICI I _ -(1) 45 REBAR w/ OPT. ' I —I I1=1 11=1I 1= 11= I I —I l I— I I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT u "' —III—III , ill I ".�• .. I - BLOCK WALL BEYOND O.H.D. RECESS III 00 SEE A/S3 OR J/S6 J -' III I 111 i �l l l , Ili 111 E FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 11-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 211' ELEV. 4-3 1/2" z �31/2" MIN. I A.F.F. p N00 o 1 —I111I ° -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ---� BLOCKING @ 12" O.C. w! (2)12d TOE NAILS s „ „ „ (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE /-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 1U-011(R302.11) 2""x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR / @ 24" O.C.) IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT X�WWF x 6 W1.4 x W1.4 INCLUDE THE WALL OR FIBERMESH ATTACHMENTS 2" �31/2" MIN. 1/2"(min.)-4" ♦ I _ 00 P e (m1n. —1 IY (2) #5 CONT. 4„ I T jj � Ui— 8„ U.N.O. MIN. TYPICAL BEARING WALL (cry STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 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. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 1/2"(min.)- 4" —I (2) #5 CONT. 4" nT m8„ U.N.O. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 GOr,, PELT GV osE 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. 2x STUDS No M0o s INSULATION PER FBC AND ENERGY �/ coy' 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'4" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'4" (R302.11) ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8„o x 10„ „ J„ BOLT @ 24„ O/C W/ 2,'a X 3l16' 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 MIN. 2500 PSI CONCRETE SLAB W/ " SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) FIBERMESH BAR Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 c; WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH M E '? EPER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W _ GRADE 40 MIN. F - 40ksi a ° r ° ' ° D z #3 & #4 LAP SPLICE GRADE 60 MIN. Fy- 60ksi] — — —1 I m —� 4 cn FINISH GRADE °� 25" MIN. LAP 1,30"MIN. LAP [ Y a D r LLI 6 MIL VAPOR BARRIER e ° I — — I °O R 1 7/8" ° #5 REINFORCING BAR _ .1 _ T #5 LAP SPLICE �� ♦ T�I (2) #5 CONT. o ° — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS COMP. SOIL. (COMPACTED TO — V-4" 8" 95% MODIFIED PROCTOR ASTM 1=1T— 1-I10" 8" D1557) 4 1-4 4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN INTERIOR ° 4 _ -31 /2„ N 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 O E N T�7 Cl) 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 E 6x6W1.4xW1.4 ' WWF OR FIBERMESH r, -A ' a S3 REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 13 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 —IF I AT 24" O.C. MAX. CONNECTION INFO `� ° FOR SEE PLAN TOP LA BEAM & LAYOUT DESIGN M SEE ROOF PLAN c — — — —° J A ° Q ° (2) HTS20 FOR STRUCTURAL " '� BEAM SIZE & r Tu. a a rr i I CONNECTION INFO M 8 2x4 P.T. PLATE O.S.B. COLUMN LOCATION r 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 ��``� MIN 7/16" O.S.B. SHEATHING fi 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE 25 w CONNECTION INFO. SLAB STEP & RECESS S.G.D. r�m SCALE:3/4"=1'-0" S3 SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL 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 TO FOUNDATION PAD _ z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' w 0 SIZE VARIES PER PLAN a > w/ MIN. (2) #5 VERTICALS 0 z GRADE > _j FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) LU c7 o w z= LU LU w BRICK PAVERS or SLAB PER p o `f' • • • • - z_ „ /—COMMUNITY SPECS ILL `' a 0-0 FIN. FLR.� IMP ��o��o�� . 000�:�•o�� 0 0 •- -A NX4101 FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C'n / - CI cr.r �, o 00 a 0 a CL �LZ x � H� �Q .N -o N Q N —m°+ 3 61 m drz�e, a C2 Cr 3 „ :u N 4 •a e CL_ v M 0 CV 0 e��• SoA To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W H o E uvi N N O CID O J � .10 N N7 tl) Q a Mo- o:si J lL D_ U) z 13 —ern o s, � Z _ z m a � o � jf6Nt0 coDJ Q W o�nz d m °'°' Z LLW Jew 11� N , Z U 0 Z OU ❑❑❑ W (D M T N O z � � z � � Q J U) N M V) c� o [V W N V OliJ CD- (n Lv N Ln c W J `- - E B I I = w 3 s o w M O � G g —1 U_ r E z ❑ >0 CL 0 X V o0 V o M o< a= �Z z d � wo rr� CID C <o a � m° o � C oi� zo<w z z ma o� zz Qo �anw a< W M a� v I< a 03 2 C:) LL (.1/0 V) QLO L vJ co :3 r LO r Y U a+ T rn V / m m Y C/) QI O - N o o Lco N T Q cM r � hi E L c ch 0 z z E O E 4 a n U _j Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO)