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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 -iTyP7')VARIES INS 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (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 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER > o °6. SHINGLE ROOF, SHINGLES TO • e BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM I I I D WILI I I /1=01 oD3161-CLASS 11 F, IN ' I I I °RIF ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 11 J T I RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12Z'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"&'X16" KNOCK -OUT INSULATION PER BLOCK Wl 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL NAILER STD. 90-HOOK (SEE DETAIL) TYPE "S" 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 NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE 'E M - 6 MIL VAPOR BARRIER D COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE ON CHAIRS TYP. 4' V-8" (2 STORY) DETAIL) U.N.O.O U _ TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS 4 DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND O.H.D. RECESS z SEE A/S10 R J/S6 I J.!- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. <R 5/8"OR 112" 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 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 @ 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 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"A2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 SLAB & BLOCK IMPSON 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 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND -IFELEV. U-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ELEV. 4-3 1/2" z �31/2"MIN. �31/2"MIN. A.F.F. 0 ° ° 2x4 CONT. ° ° ° Ow ° e ° ° _•��• ° ° ° ° g ° ° ° ° N °"(min.)- 4" ° y ° GARAGE DEPTH VARIES ° ° ° r3l'l2"(min. -4" ° 31/2"(min.)74' 9 (2) #5 CONT. q„ 1,-q„ 81' -4- 81, N. GARAGE SLAB AT STEP B TYPICAL BEARING WALL 0 STEP 0MI SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 cOOs�GV�E�,� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs t�E 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M J�o s N J LOAD BEARING OR INSULATION PER FBC AND ENERGY N 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING Ir 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR c`l LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 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 SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ (IF NO UP LIFT ON 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 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# ) SPACE ANCHOR SP1 SPACED EVENLY FIBERMESH BAR - _ .. BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS - `" 2x P.T. PLATE ;. WEEP SCREED INSTALLED _ END OF 2" x PLATE WWF OR FIBERMESH TYP. '- ASSUMED FINISHED PER MFR INSTRUCTIONS o #3 OR #4 REINFORCING BAR o ° t GRADE n t+ N z_ GRADE 40 MIN. Fy= 40ksi � #3 & #4 LAP SPLICE a e OR STEMWALL M o FINISH GRADE w A.J 25" MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy-- 60ksi] a [ I _ 9 — D r z — MONO FOOTING MONO SHOWN ° o o0 W o ° — — ' t> `� O0 6 MIL VAPOR BARRIER D ° r" FOR CLARITY ° ° #5 REINFORCING BAR R 1 7/8" _ _ _ _ _ I —III —III —III —III —III ° ° _ _ III=1 I=1 I=1 1=1 I 1=1 11= ? z #5 LAP SPLICE — — 2 D �° I . NOTE: *FOR BEARING WALL COMP. SOIL. (COMPACTED TO -- W W/ UPLIFT ONLY _ _ — — _ =' 95% MODIFIED PROCTOR ASTM mum D1557) —III,,-III—III=III=III=III=III=III=III=III=III=III=III=III—'' 4" 114" i'— FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S� SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" 'v GRADE 00 EEL II 11 III I' _ (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E N ' 00 M • 4" r I • •~ I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALP& INTERIOR A. a -31 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 w fb C F- -� N M 6 MIL VAPOR _ BARRIER r �:•sue:•:r��:•:��w:��•:•:��.:•:•:.ate •:��:•vw•:��,:•:�a� REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) — SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO I)il 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE 7/16" MIN 7/16" O.S.B. SHEATHING o.s.B. Z ATTACHED PER NAILING w SCHEDULE COLUMN LOCATION j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o Uj 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 COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2„ GYPSUM WALLBOARD U.N.O. O FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, „ ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 C,4 SIZE AND REINFORCEMENT) WWF OR FIBERMESH Cl) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" ��S3 ON 3" CHAIRS 8„ (TYP.) 1, -Y1' 811 TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� r WWF OR FIBERMESH SEE A/S3/J/S6 -- I r7"" ► = 8" FOR REINF. INFO. II OPTION #1 SEE TYR WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /� SLAB STEP & RECESS as S.G.D. / M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND r PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD = CONT. FOOTING STEEL MAT REINFORCING. c—'4 ' 00 9 GRAD d ° M d 0 ; I I I=1 I a °• I=1 1 z W1=1 i I —I I I —I I I W 00 0(wo_ I I °� 11=1 11=1I 1 z z FOOTINGLU III III —III —III —III —III III=1 I —III_ BEYOND PAD REINFORCEMENT -I—III—i—' 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ;;�''` SRO N yN .tea � � • ••• SE "••••' F LO• • A v �. 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. W h c, E �p Q p N N CD J 0 N6 r J tL ; �, �°�LLW M Q ei CN 0 LL a Y ass JLLLL � 0° �Z�yy H• 7 '� CN V7 m J rn W Z ILW 00 Z a N Z y O Z p U U � vvi cD z Z pp np Z iZ J R E3 N - N M z o LL l w W 0 W p V1 un c y '. U � LLJ J EE L 8 !Ij U � Q N � soo o CD C`M') W z LL- E w� it� 0 E u rIt cu 6 - w° <= KU V w r 0° p z O N@ L ap < z (Lx tt W w �� y> � � - Qp �0 �x i mU z H a- °0 &W sz ao W o �LL J � o < _ w � I1 �t sir za 01 U3 2O = 120� J O 0 M L � c I� co C m U CO N � W �. N 0-0ul r E M 1W Z M E E O N d c c a U -i ¢ o JOB NO: 21-5016 SCALE : AS NOTED SHEET NO. S3 (MONO)