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0 -R7 'x N CD CD No N 0-1 i G N C) iu N 0 0 J N N 9 0 J N r 0 N 0 0 CL 0 N _o 0 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 jPLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL U 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @11 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 114" DIA. X 31/4" TAPCONS @ 24" O/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 A METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM =11 �1 I �I I (=I m I —I —I 11=III—{ I 9 I-1I--.L ° /047=11�rj 'D7158-CLASS G or H, or ASTM 1=III=III-, D3161-CLASS F, IN ' � 111 111 I I I=1 ° ACCORDANCE w/ TABLE ' 1j=III—I I1=I I—I1 I-1 11=1 I I=1 I=III=1 11=I R905.2.6.1, FLORIDA BUILDING I I I1-1I I-III=l III -I I I I I -I I CODE 7TH EDITION (2020) 8 -11-I, lI (I I�i� LI Iil I I- I l RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 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 W16X6 n- NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 M _ 6 MIL VAPOR D -I 00 I= - z I I BARRIER , p 4 11 l e . � _ T �I COMP. SOIL. ° (COMPACTED TO 95%- MODIFIED PROCTOR III ] 11==f11=1 I I ASTM D1557) 3" MIN. CLR. ON 3 CHAIRS TYP. REBAR CONTTYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.4„ 1'-8" (2 STORY) UO DETAIL) TYPICAL WALL SECTION KA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 f/2" DEEP AND 6" BEYOND - 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-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 #5 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 _ cli 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY _ p _ o o ° o—III I I III III —III ° III—III—III—III-111-1 l I- z o NOTE; D ° I III I i l III II l I I IJ 111111/1 l l l l N 1E=I l *FOR BEARING WALL { I I I r W/ UPLIFT ONLY I � 1=III-111-111-1 —III=1 I I—III=III—I ' � I i I I I I I=I 11=1 11=1 I I—III=1 11-1 11=1 11-1 11-1 I ITI i t—LI I —III —I 11—I 11=1 11=III—III—III—III—I ` I1�-111.=III--III,;,1111�1111111111,,111,,1f1-III=TI=II'— FRAME WALL TO C.M.U. WALL CONNECTION KD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-O" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" o . ° a o GRADE00 —I • ! I I,' —1-- — _ 11 C —1 11-1 1 I-1 11—I 11�I ' _ -0) #5 REBAR w/ OPT. �I ISCREEN 11=1I 1=III I II ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" PAVERS O.H.D. RECESS z O.H.D. RECESS M r ' — ..I 1 I II I I- I111—I 4 _III=11 4„ [ °_° � � Tf II�LI • . •, � I I� T I —I I �I I � � . . I_I I- .- =�TI f-1 I I=11 h 1 1 I F�=I I :ate: .. I= 11- LI SEE AlS3 OR J/S6 SEE A/S3 OR J/S6 -I I I 1 (lll I , I iIII- FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STC RY) 1' 8" (2 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/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 I \ I � p D '�=T=:-I I 6 MIL VAPOR BARRIERI I COMP. SOIL. (COMPACTED TO —II 95% MODIFIED PROCTOR ASTM I �' I- ��I I F D1557) IIIIrrrT'rt �i=�� 4" 1'4' TYPICAL EXTERIOR FRAME WALL F( 3/8" MORTAR BETWEEN SLAB & BLOCK 1=1 Cx1 rn Alt SEGU�� 965. 2x STUDS @ 16" 0/C �o.M 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 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10) 1Od NAILS @ EA. STUD 2X PT PLATE " " 20MIN. LAP [24MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O 25' MIN. LAP (30" MIN, LAP] [GRADE 60 MIN, Fy= 60ksi] I I I1C�I I I—_ °° #5 REINFORCING BAR R 1 7/8° —� 1--� r 2 TIII I II #5 LAP SPLICE _ .__......... _. ING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. Zx 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 014" `0 CONT. BEAD SEALAN INTERIOR .d , CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB QA e t\ CV M 6 MIL VAPOR BARRIER"' 4" 4„ INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE zzzl1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS@ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 r WWF OR FIBERMESH °' a K S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF'�� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. x SEE PLAN FOR /i!it, (2) HTS20 2X4 P.T. PLATE os.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS U-0" FIN. FLR.jh, 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 a END OF 2" x PLATE W C U a ° D lL II —III —III D • LLJ (2) #5 CONT. =1 I E-iLl ON 3" CHAIRS 8" (TYP.) 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 21 6x6W1.4xW1.4 T WWF OR FIBERMESH ° I—I�(�f--1��1—I fT— I I 1T - J":I —.III T 8" 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 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO �N ° & LAYOUT DESIGN a a SEE ROOF PLAN _ — _ ° a ° ° r� I7 FOR STRUCTURAL Ev 1Trllrll BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w! 7_z� 1II�I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �* �' '- 8" ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ d SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' SIZE VARIES PER PLAN ci w/ MIN. (2) #5 VERTICALS 0 zGRADE a FILLED SOLID (SEE PLAN FOR — — — a SIZE AND REINFORCEMENT) c� ; I I=1 I I ai I=III III —III -I' z = —III=1 III III III— w t= a w I I I-1I I I_I I_I I- z BRICK PAVERS or SLAB PER o o Uj `n '" • �� _ _ _ - z_ a COMMUNITY SPECS " co — _ — `�' 00000. ° �•0000��oo�� .• -.LA I �—I —III—III=III—III I I —III—III—=— .FOOTING -III I I I=1 1=1 11=1 1 1-1 I 11 1=I I I-1 I I— 0 11_'III� I111111III- I , L =III -III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. 13 N N ro a ett:ai=e�;"k3�� Wit()fe ;.lo PE73750 • ,t A �.,.. 0 8 > p,. %: mow• 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 H n W v E a co 8 (0 N N p 20 v J 0 N CDa = Q JLLU- a Z Y 0 R r c? .0 z LO N LL 0: N O U U -j W W ❑�❑ •12 N O z o � o d: N M V) a s v co O w o .) r— c) LL1 J E i r 3 oCD Op Y N • m o C.0 w z za o LL- w� >� 4R QE ® WO Ze oa FC6 x' a0 � C'U °_ o � ¢0 0 Qo wz in C _ N Z$ OY U Nm mo U� Z J ¢w �z 5� a 0 = oZ aF r o OKa yo O= ZI4 O 'y L, O N m CU L 3 M U O � N .-. Q LL o 10 a o C7 CO H m O W E r r Lid r r M rn N r- O E CM .c N Z Z y E OIn co C m [3 E v U -j Q CC c JOB NO: 21-2026 SCALE : AS NOTED SHEET NO. S3 (MONO)