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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 �P') VARIES l iL 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 INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4' (R302.11) 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 & ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6,, 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER ° SHINGLE ROOF, SHINGLES TO A o BE IN ACCORDANCE w/ ASTM =I I I =I I °' i �I D7158-CLASS G or H, or ASTM TI I I T I C 1 L I *- D3161-CLASS F, IN -.Al ° • _ I I=I II ( ACCORDANCE w/ TABLE -I -' ' I I I I_I I ��I I —I I —I I — 171 I f;;:;I R905.2.6.1, FLORIDA BUILDING11 CODE 7TH EDITION (2020) 8 -1 III 11 i I I I I I I I= I l RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT GG ELEV. VARIESk I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT ,1_____8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL 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'l INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB cf) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR wl DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 2 E - .00 r, - o 00 6 MIL VAPOR a I I— z BARRIER Dcli COMP. SOIL. (COMPACTED TO 95% I TT"'1T�1 MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB --\ BLOCK WALL BEYOND — 1411 O.H.D. RECESS �• z_ M � • -- " - .. 4 00 .a SEE A/S3 OR J/S6I M r, FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 7)"IF I I I I ,1l ,/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" 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/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" 11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY„ SIMPSON SP1 w/ (10)10d NAILS x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ::1 F2-016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND °' ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. zf� @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2'� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH _ z 31/2" MIN. 31/2" MIN. _ ELEV. 0 31/2 _ A.F.F. o 2x4 CONT. U_ 1/2"(min.)- 4" •' , ;000 GARAGE DEPTH VARIES 31/2"(min.)I I — I 31/2"(min.) - 4" (2) #5 CONT. 4„ 1,4, 8„ (2) #5 CONT. 4" ' '-0' g GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 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. -,01 � ems• 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C J 10 M `� s LOAD BEARING OR INSULATION PER FBC AND ENERGYGo`�� EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10' 0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" °� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR TYP ASSUMED FINISHED E PER MFR INSTRUCTIONS OR #4 REINFORCING BAR e i GRADE N � • > . z_ #3 & #4 LAP SPLICE GRADE 40 MIN, 760ksil MONO OR STEMWALL z ° .D A o FINISH GRADE O0 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. FOOTING MONO SHOWN L FOR CLARITY °O - _— — 6 MIL VAPOR BARRIER — t. ° — ° - — — I — O° .- N #5 REINFORCING BAR R 1 7/8 r — NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE Lu p U ° � ��iIIIITI W 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-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 c� _ WWF OR FIBERMESH �11 T,11 I :o Ili—, �11!�oeo�ua�� —. — i #5 LAP SPLICE (2) #5 CONT. =I ILmI11,�r11 I111 II NOTE: V iti n e . — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIR 'FOR BEARING WALL _ r COMP. SOIL. (COMPACTED TO — ( ) 8" 1'�" 8" W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM — — NP' 10" - D1557) m #6 REINFORCING BAR #5 STD. 90 HC OK 4" 1'4„ -'#6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION r u_� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 11 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 "v GRADE 00 _ _ _ _ ° • _ -(1) #5 REBAR w/ OPT. ' —T—III—III— I — t .1I I I 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r�L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS a w —III—I I I OP III —III .a .,,,•,�'. SEE A/S3 0R J/S6— -IJ.II I I I riJ1,,, II I1-11= FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 0 CONT. BEAD SEAL0 INTERIOR A. . -31 /2" CONCRETE NAILS W 1 1/2 J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Aid ao c ' Eii-_4T - N M 6 MIL VAPOR BARRIER REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 „ VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR 1 lf2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° TOP OF BEAM IV &LAYOUT DESIGN - SEE ROOF PLAN f, c — — — —° °' ' ° '' ° c : ° (2) HTS20 FOR STRUCTURAL r rLT�, rT�, R T� I T� . E BEAM SIZE & CONNECTION INFO r 1 Tu..e 4 a PLATE 0.5.8. COLUMN LOCATION M _ • • 7-- T 2x4 #2 SYP P.T. FRAMING w/ r_* SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. IN. OPTION #1 w SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS 6@ S.G.D. M cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" 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 l _ TO FOUNDATION PAD d INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' r ON FLOOR PLAN w o SIZE VARIES PER PLAN IllCONT. BEAD SEALANT c ¢ j w/ MIN. (2) #5 VERTICALS ? GRAD > _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N LU w SIZE AND REINFORCEMENT) c� ' • = - iq ' WWF OR FIBERMESH r� LU cn z w Haww _ w =-- U ° ' BRICK PAVERS or SLAB PER Op o v _.- • rI • • _- = z Q „ COMMUNITY SPECS� "' ¢ 0-0 FIN. FLR.jP _ Tr` j-jj IT�TT—TT�TTY=TT' 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 _I _- - FOOTING v BEYOND PAD REINFORCEMENT 3 MIN. CLEARANCE SEE SCHEDULE FOOTING 00 G WIDTH D H SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Ct r O _ cmz CVCC CV ® co c4 ._ . .e ' J) O O [JJ M :tom L O, 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E a o 8 C 7�ao N m W C M Q N2s2s # W i V J LL LL S a Z O o WY '0f6n� Z 00 IN M Z d J = INOU 0. W ❑❑ M � z N ce) z � 8 z o J — rZ. � N M N z 'M v � o I 4-J N � Lu a m U O —� ,, N U a° _® o E (J I— r0 z ao XU oa w0 00 Z o E o ra as ao Q: Q &Z ww L t6 O O0 N m r 0 O¢ _- Z J m < ° Q W z z to 'S �w °oLL < Z a z W a LL Kg NW S� $LL w =3 �IM _ IJ o G.0 Q i; 3 cO � LO 0 Q Cf Y O M m L�j ¢I O N O TTLO ,— L r E rn I z° r0 z _ rA E O m Eca CC c a U Q CC JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. S3 (MONO)