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i -11 -- _I IL Ill I ! -1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) TYP•) VARIES INSU 5/8" OR 1/2" HIGHJ 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 -� 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 & •c 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 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `` o MOISTURE BARRIER to va SHINGLE ROOF, SHINGLES TO _,^,, a n BE IN ACCORDANCE w/ ASTM =1=�=I 0° . ° I RONI D7158-CLASS G or H, or ASTM IT��• ff- D I -I MIME, I -I I -I D3161-CLASS F, IN II-1 'LI. I ( ° 1 ACCORDANCE w/ TABLE "I-1 TIE- I I= -11=1 I I I I I I I I R905.2.6.1, FLORIDA BUILDING-11 CODE 7TH EDITION (2020) -11 �� I� LIB LI i 1I 111111 I I 1 UP I RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �1 SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT GG ELEV. VARIESAiL I 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 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 co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LL' a NOTE: EXTEND W1AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v _ r M - — to _ 00 6 MIL VAPOR to BARRIER p 4 D .f • N - COMP. SOIL.' (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR (1 STORY) CHAIRS TYP. TYP. STD. 90 NOOK (SEE 4„ (2 STORY) U U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ O.H.D. RECESS PAVERS % 'T z M a ' . 4" W e. T SEE A/S3 OR J/S6 I 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. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I 2x4 CONT: I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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 (U.N.1(HIGH STRENGTH — OO GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE XGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARA CONNECTIONS. ABOVE) S.P.F. DOUBLE TOP PLATE S.P.F. DOUBLE 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/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - 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 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" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 5/8"x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR P x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2 ATTACHMENTS WWF OR FIBERMESH ELEV. 4-31/2" �oZ- �31/2"MIN. �31/2"MIN. �— A.F.F. O p N - o a' a ' - '31/2 co p •. 00 — — 31/2"(min. - 4" - - (2) #5 CONT. 4" 1'-4" 8" B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc S3 "SHEAR WALL" SCALE: 3/4"=1'-0" ��S3 •t\E�S�cU�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' 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 \ 1Go SN�o s 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 "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 TAPCONS S ICED EVENLY 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 �,WEEP r- 2x P.T. PLATE FIBERMESH -1 SCREED INSTALLED BAR TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ = GRADE ;, ° ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL D M — 0�' FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] FOOTING MONO SHOWN - TTT F00 OR CLARITY o0 6 MIL VAPOR BARRIER i > to ° - - Sul-(( I�I�-j. N z T #5 REINFORCING BAR R 1 7/8 p— JT ,- g 1 ° 1Tf1r NOTE: `FOR BEARING WALL r COMP. SOIL. (COMPACTED TO - ° W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM T -- - -PT - D1557) I Tn FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1A 3 1/2" WWF OR FIBERMESH min. 4" ° ° 217 GRADE 00 C • _ (1) #5 REBAR w/ OPT. -11 I -I I I -I I- I P t 1-11 I- 1 PSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS d N 4 to SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR 8LA13RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA& INTERIOR a. -3 1/2" a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 40 e 1= c M 6 MIL VAPOR BARRIER REINFORCING•1 •• / '—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 10'4' (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 1 /2"(min. )- 4" 4 11 r7 ii-F - T T11-� (2) #5 #5 CONT. V-4 - + rr 8„ U.N.O. MIN.� TYPICAL BEARING WALL @ STEP / CC SCALE:3/4"=1'-0" S3 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 lt1 D LU co a. _ — m i SF REBAR DETAILS rF SCALE: N.T.S. 13 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 ;? (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � > a w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. fn 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 a > w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, U) d A BRICK PAVERS or B PER n, not r-u, ,-I n -L COMMUNITY SPECS _ 4l l 4 l INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 ------------- 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 to O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N C _ WWF OR FIBERMESH ; E t a AJI- ° o I I =ter _, (2) #5 CONT. =I II I I III I ON 3" CHAIRS -ram (TYP.) 8„ 1, 4„ 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) F WWF OR FIBERMESH SEE A/S3/J/S6 -` 1 !1= 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Q ' 00 Z GRADE M W ' Z l=- W Q • tyJ W U O co o Cn= • • • • z a W M Q FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 e+7 t%t ca N _ L� n y � VJ L L1 •--LU O co C CC C..) on U- CZ �LL.Cl- �o n T� o r S. E c dwCs 3 3 ra >- d — a Cj r . M 1 \. 'rltii?�UF�a•SiQC;�� �� 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. W E Lo N d S: N W 0--co N ER 0 j) � n J dJ M Lj N "t Q W J 0 5 0 w 13 Z M C D Y q @"(_p 0 ingT ; 0 0 W0 . w z N MZLL d 11J-- 1 J = OU O W ❑❑ U C0 z o z z Q J a M E3 N z v = a-1 N w � U O w o N I-- y N .) rn (Q � U d Lij _ E d U y t44 w Cl) M U— z o z� Z U-=o Ins E z" � E v wz `z �® 0a ♦— � go �Q O� o� Z O E N dp ¢o a ¢w Qo m� z U)O U No Z F Z` CO a J <W E z 3 oa �o a w� dz �w11 W a v 4 0 .� F 01 >x C:)w cfl �t 0 ° O > Ln O c� cco O 3 ^ Cr = co C:)Y � c ' ^ ... O 7 h M m O N LO T Q M -a �-- E M N ° z E O on `m ICUIL E Q JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. S3 (MONO)