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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 INSU 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 —J 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) 1V-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" U/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 r METAL PL. UNDER EA, TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER a D SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM A ° =1=1 I —I m D L ° D —I 1=1 I =1 1- D7158-CLASS G or H, or ASTM I I! ��I �L D • 1= —I 11-1 11=1 D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8 RESIDENTIAL 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"=1'4" 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.--i Hr 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 U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE 00 C0 6 MIL VAPOR I D I= - z T BARRIER III r COMP. SOIL. I (COMPACTED TO 95% I TiT� f(-1 _ I TTi MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) HOOK (SEE U.N.O. 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION KA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6 BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS z I/ �M 4" d SEE A/S3 OR J/S6 ^1 L III 1 I I _It —III I, III I I Ir 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. _T/r �r 5/8"OR 1/2" HIGH STRENGTH —/ "—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 518"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 s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. S P F DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE • . 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 / TOP PLATE GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD 95 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS N r 2x P.T. PLATE TYP. ASSUMED FINISHED ' GRADE MONO OR STEMWALL _ Z FOOTING MONO SHOWN FOR CLARITY 00 - - z NOTE: _ *FOR BEARING WALL - - -- 04 -- — W/ UPLIFT ONLY 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 i SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. E f (12)10d NAILS w 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/f'2.,/�21WWFORFIBERMESH 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 ANCHORINSULATION 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 THESIMPSON SP1 w/ (10)10d NAILS r]if 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 NOTx P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS z 31/2"MIN. WWF OR FIBERMESH31/2"MIN.�% ELEV. -0 -3112 — (� — ` A.F.F. O OUL Nc °. °--�T 4" _ _ — 31 /2"(min.)I ! ! ! {��'I 3 1 t/2 - 4" Oil (2) #5 CONT.4„ 4" 1'-4" 8" (2) #5 CONT. U.N.O. MIN, U.N.O. IN. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" OIC BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.11) 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C p .D %v 1T I ! • 6 MIL VAPOR BARRIER • 7 i �1/2"(rriin.)- 4" TYPICAL BEARING WALL l@ STEP lad SHEARWALL / C \ I I Yh'II:HL tStHKINIa WALL (U51 tF (CC "SHEAR WALL" SCALE: 3/4"=V-0" r eos' 2x STUDS @ 16" O/C 10 0\N,-o s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER + METAL LATH. FIRST 2 LAYERS 318" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. (CD K.O. BLOCK SIMPSON SP1 w/(10) 10d NAILS @ EA. STUD 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. 760ksil] [GRADE 60 MIN. FINISH GRADE 25' MIN. LAP [30" MIN. LAP] n4m, 1!#5 REINFORCING BAR R 17/8"—I jj#5 LAP SPLICE u Ir COMP. SOIL. (COMPACTED TO D155MODIFIED PROCTOR ASTM 4�-11-4—r TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 112" FROM SLAB 0'-01, CONT. BEAD SEAW INTERIOR ° 1121, CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE Qd W C E� r=T= M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1,4 , WWF OR FIBERMESH . -A ' 1 K S3 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 ANCHO:FROM a BOLTS 6" MAX oEND OF 2"x PTE LU D U CO rA _ ICI g c"'n (2) #5 CONT. ON 3" CHAIRS 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 WWF OR FIBERMESH D I_�-_o- �� �-(--T'' II II �Ij r I^^,., ^4� � (TYP.) 8„ 1,4„ 8„ 10" 46 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM '. (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL — — _ — a . a d , A 'E BEAM SIZE & N I a a =� CONNECTION INFO M i I 2x4 #2 SYP P.T. FRAMING wi MIN 7116" O.S.B. SHEATHING SEE A/S3/J/S6 g zz ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE W ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP &RECESS S.G.D. M � SCALE: 3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E z SQUARE CMU BLOCK BASE, CONT, FOOTING STEEL MAT REINFORCING. T ' w SIZE VARIES PER PLAN c� e j w/ MIN. (2) #5 VERTICALS z co — GRADE %' FILLED SOLID (SEE PLAN FOR o w SIZE AND REINFORCEMENT) z _ • LU F= a LU - w BRICK PAVERS or SLAB PER /—COMMUNITY O w O cn z L` �_I - z Q z_ „ FT I SPECS U) 0-0 FIN. FLR./�& F_ _ FOOTING v BEYOND PAD REINFORCEMENT „ (3 MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG, DETAIL N SCALE: N.T.S. �S3_ A dLU 9 W C � G ro W N C �C ro M CV 0 N Lr� O 0 V. :1 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. 9) WW -o M cANC) LL a w LL LL a M Z 0 .2 Z rmv o 0 0 7 (E CJ m J Q W o��rn ¢ co Z W N () Z U G H z OU ❑ ❑I3 W z N d Z N z o � ¢ v _J — �_ LLi to z (1) U o 4-1 C6 w m ° L) OLL, a� V Cq i U) W J r— — E a L 3 N U o N o ¢ N G1 J w �E =o �oQ Zo C. p E U sF z ze pa o oto �a 0 =o W t .a � C: o �¢oLL U Z Z , �z LJ O U T o� W LL az �w W ) m <o F� J Z Uh IIIIIIIIII� Uj a 0 o�Q 0 �O = AID LO CU Q CU � T_ Q0 C r Y T_ � /^, �/ / C m m / 4-J I cU N C:) r V / LL N 0) 1 n C d'r/ E w M M o Z z E (00 cc v 0 w a) a a o JOB NO: 23-03656 SCALE : AS NOTED SHEET NO. S3 (MONO)