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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 5/8" OR 1/2" HIGHS 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 I INSULATION PER —J CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ V 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1/2" CDX PLYWOOD OR 7/16" O.S.B. 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL -FOR UNDERLAYMENT EXTERIOR OR SHEAR WALLS AS REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z INDICATED N Wl 8d COMMON NAILS ON THE PLAN. ATTACH .PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ TRUSS @ 24" O.C. U.N.O. „ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SHEATH 1/4 2x P.T. PLATE DIA. X 31/4 TAPCONS @ 24 O/C & SLAB & BLOCK HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' "' ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" MOISTURE BARRIER ° A.F.F, O.C. OR 5/8"x10' WEDGE ANCHOR D e 11 'SHINGLE ROOF, SHINGLES TO @ 24" O.C.) 2 BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM �' i=III—I I I -I 11=LTI 11=L D /wHirl D3161-CLASS F, INDTI I — — ACCORDANCE w/ TABLE '-III-III-I I R905.2.6.1, FLORIDA BUILDING —III III=III=� �I 1(- CODE 7TH EDITION (2020) - ��;T� Il„IIII tI II I I I II I �I I" RESIDENTIAL 8 ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG 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 FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL 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 AT GARAGE CONTRACTOR MIN PSI MAY VARY PER � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n- NOTE:EXTEND WII AXW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE _ ° > � D z 00 D 6 MIL VAPOR 00 BARRIER �I Q COMP. SOIL.III— (COMPACTED TO 95% = I I I = MODIFIED PROCTOR III TTT-1 I f—I 1 I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. HOOK (SEE 4„ 1'-8" (2 STORY) U.N.O. ) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS r z e. 4„ — o0 '. e• ' III I 1 F SEE A/S3 OR J/S6 —IL I I I I F I I 1 I I I I I i_ FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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. S3 ADDITIONAL 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 2x S.P.F. STUDS @ 16" O.C. ` ° ° ELEV. -0'-3 1/2" z 31/2"MIN. a a d ° ° ° A.F.F. p 2x4 CONT. Q ° LL e ° CD o . � I I GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY `1' 2x P.T. PLATE ASSUMED FINISHED GRADE z n D D on D 00 ,\ a � D D -III LI i l-III III=1 � D D IIIf IIII�III iIII IIIi, lily; I—! I —II I —I I; —I 11=i l i=i I I=1 I-1 I --III—III—1 I =1 !!=I I I— _' i1= I!=Ili- III ;III IIIII II!I ; li ,III- iI1-III_ I;r FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=i'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ' it GRADE 00 -(1) #5 REBAR w/ OPT. 1=1 I I I— I W 11=1 I I— I f=SGRE.EN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N co 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: E= CV ' M 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. ABOVE) 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 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" .INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON 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 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 2" �31/2" MIN. =J I I -111 -rr00 -I IIT111 49 I— — (2) #5 CONT. 4„ V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-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) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH _I= -11- -` 1Til II Ill I I I=fff=�_—I I f L�ff—T_ff r' (2) #5 CONT. 4„I I' ��I'� 11 I �8 U.N.O. MIN. 1/2"(min.)- V TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 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 @ 16" O/C @ INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 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/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH WEEP SCREED INSTALLED BAR 6" MAXROM PLFATE o END OF 2'BOLTS PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MI N. F - 40ksi #3 & #4 LAP SPLICE � a D _ c ° M D • FINISH GRADE 60 M GRADE 60 MIN. Fy- 60ksi [ Y- ] 25" MIN. LAP [30" MIN. LAP] � g m T� I I D — — .D 6 MIL VAPOR BAR RIEIRI -I I II I I D °_ I I= I— O° n • e 11 IT 1 .- D ,_, #5 REINFORCING BAR R 1 7/8 t }I I I • D T #5 LAP SPLICE 11 COMP. SOIL. (COMPACTED TO I .Ill Ill Ill ° • I TIT 95% MODIFIED PROCTOR AS M1 El=11� I r I r I Ir 1 r D1557) �'f� "Ef�fflwr='4" 1 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. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALP& INTERIOR ° -31 /2" � 9•. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ 7 .,Q d o? ? ITI�I'll ..�' I ,I I I —I I — 11=TT— 1— — M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR x " CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN00 (2) HTS20 FOR STRUCTURAL r' BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 �-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w - SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ j w/ MIN. (2) #5 VERTICALS E = > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 'lLLJ ,"',_, SIZE AND REINFORCEMENT) WWF OR FIBERMESH M t'n BRICK PAVERS or SLAB PER ° 0'-0" FIN. FLR. COMMUNITY SPECS i (2) #5 CONT. =1 IhI I i ON 3" CHAIRS (TYP.) 8" 1'-4" 2x BLOCKING HORIZONTALLY@ `INTERVALS NOT EXCEEDING 10'-0" (R302.11) /-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#) 6x6W1.4xW1.4 N _ FWWF OR FIBERMESH C0 d _ o . I 1T-1=11 1Tf T EMI TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) � I WWF OR FIBERMESH SEEA/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS na S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALLAND--- PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. Q ' C") 00 GRADE — O LU _I11 III ° III —Ii II z w= i t=1 °• .- l ill=1 1 w _ w O n La I� I I- - I( III- (. U — z _ • • • O 0 —- — Z U- Q FOOTING a 1=- ! --=i I=i I- I ,- 1;=1 1= BEYOND PAD REINFORCEMENT =1. i—III-1 (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 is ti s, CO C'4 -UN CL tsi ;� co Q N 4 cc 3� U N W, �MU)'00 -' co: -p 0`W � > 4- \5°�l�6@tti B�tpE a 4_1 O0� 4 w ope 1f ��fftii ttl`10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q 0 Q N N V N d - - -, Ll C co 'n W - a 0 tnr.-rr� W IA My wa Y Q a u- u- a W Z �� o r?. O~w W �2c,m ¢ a W a Z U M z O us us U N O U Z O0❑ W th � z (NV M z o0 z o (D Q J d N N M N z 0 C� o •Cz O w o N Ln t- U 8 ca C o co W M N o Z ry ai E Za 1z QO g }N ZZ aN E O E u u z Qo Z® o° 80r r0 x Q O �z z- N¢z a0 ¢o WZ �? m - U 'm m0 o 2'Z z a=i J �� <W �� �w o� zo aU w0 will W U 3 ao �� �G � o <Q � �o a x d zl¢ °mi 3 O = >M J O Cl m co c� CM co � r 1 T r1 LL A U v J o � tp 0 CD N Lo N Q T r ai E T N M N C d z E r �, `m a c0 � Q o JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. S3 (MONO)