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W ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T P') VARIES INSU V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS —\ INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 2� FOR UNDERLAYMENT 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 �' METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER I, • . SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM = I . p 4 D7158-CLASS G or H, or ASTMI 61�1 D3161-CLASS F, IN ' • ACCORDANCE w/ TABLE I I I I r R905.2.6.1, FLORIDA BUILDING I 11 1 1 I F l CODE 7TH EDITION (2020) 1 _I I I 1 RESIDENTIAL 819 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"=1'-0" S.-1 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) 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"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 CD TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C M ► o0 6 MIL VAPOR s Z BARRIER C �► 1 D • r COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 NOOK (SEE U.N.O.O 4■ V-8- (2 STORY) DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS Kj - 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �r z�— /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 V 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 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" 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 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. T O.C. OR 5/8"x10' WEDGE ANCHOR 2 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 ° @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH d ° a° a d d d a s a e ° ELEV. -0-312Z 3 1/2" MIN. �31/2" MIN. , A. 2x4 CONTo d "(min.)- 4" I y/ e 1/2"(min-4"CD 1/2 la d d d d N 00 P • GARAGE DEPTH VARIES ° ° e a e 31/2"m 4 d d CONT — • — _ 4" 114" 8'1, GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL C� STEP C� SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" O S�GJRE 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,� M�N\3o 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY 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 "" "" 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 NOOK DETAIL BOLT INFO. 5/8x6JBOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK LIFTE 24" O.C. VERT. OR WSEE WALL GG/S3) * 8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB Wl 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] 5 all 1�1111 TYPICAL BEARING WALL @ STEP rc C 1 S3 oo 2x BLOCKING HORIZONTALLY@ NOTE: INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 2 �7 10'4" (R302.11) ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR SPACE ANCHOR 3500#, MIN. TENSION 2600#) .. WWF OR FIBERMESH TYP. P I�Mvjmgsl WE FINISH GRADE — MONO • - III =PIRWI —►. �l FOOTING • • • ' "III` __ �11=11z'le 11`-1.1 I,1 111 FOR CLARITYIl • • • II— ill1 �Ihll� 'fir •rt—ar r■ r■, .�■c—rr— r., ■ F=�11'— �tl�llll . -— 11 111111 � � III II II 11 II��L�II LAPS II II 1111111.11 NOTE: g ° °D III=1 1=1 1=1 1=1 1=1 1- clt III=1 I=III=1 I I= — COMP. SOIL. (COMPACTED TO *FOR BEARING WALL —i' r- — W/ UPLIFT ONLY __ 95% MODIFIED PROCTOR ASTM I I I=1 =1 I=1 I=1 I =1 I =1 I =1 I =1 1=1 1=1 1=1 11=1 11=1 11=I 11=1 i D1557) - -i I I-1 11=1 11=1 11=1 11=1 11=1 11=1 I I —III —I 11=1 11=1 11=1 11=1 11—'' 4" r 1'-4" —�=III_-III--;111 111 111 111 ; 111=III .=III— FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" A. GRADE 00 • Emm _ (1) #5 REBAR w/ OPT. I I I I I I I I I CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS fV ' co •' I 00 4" . T LL,y• 1 I •—� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 13 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) o 8" 11 A-1 O„ 10° #6 REINFORCING BAR #5 STD. 90 HO X #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) rWWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) I 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. M x CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN � (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � a j w SEE PLAN FOR STRUCTURAL J w COLUMN SIZE AND BASE o LU 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`1/2" GYPSUM WALLBOARD U.N.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 `I SIZE AND REINFORCEMENT) WWF OR FIBERMESH a BRICK PAVERS or PER 0" FIN COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 iv E SEE A/S3/J/S6 —` I 8„ l FOR REINF. INFO. i I OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' M co GRAD — =h 1 a ° ;III —III ° °.—III III —III —I' z W o I —II I—i —I 11=1 1=1 I—i I w 0 0 �' _ I I III I• • o• 11=III=III z tL U — ° I I-1 ta I a I la I I-1 I I =1 I I-1 I I== w =III III -III -III -III -III I=III=III- ` FOOTING � � E1111=11 l 1 l l � l l l l, i t -I I I -I I I BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL tl N SCALE: N.T.S. S3 . 0 N ca 0 50- No7 •�� STATE OF 10T44iiki- 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 Engineer's signature and seal. W Q aE�p O N J V O y 6C 7 W cNp J LL 7! 11 W 0 toC112 v) -T LL W 1 a�3Z t�ai F OW 7'W N (O ��0' m O J W Z 00 N Cl)Z yIL 0 Z OU V - W �� Z N z � z � � J a N - N z � 4 -: U, � a U 0 N W c c� U d z� U � Q Y s CD�w M o , ty E wo 2o >� ?® O ca U i wLL ? ao XU Q� oa U0 o0 z C o NaO �H wg z oEz w ro _ �o Ox U m� oz Z z J t m QW Z V�_ tlI 'a_' O Z O a U 3 <a TL O wa moo0 O a x O _l (0 c� i � o N N .> � Q U o O L�L ^ m O nc1 Cq L O N T o00 04 'r ^ L / r E E LC) CN M y o z FL U w Q p JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. S3 (MONO)