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I A p ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU V 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. �I TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" 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 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER c ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM -1 11=1%�I 1=1 t° ' ' 11=1 I (=J=1 Q 1 'I I M I IE 11 I ° I I 1 I M I 1=I I I=— ;- D7158-CLASS G or H, or ASTM 1 �I 1=1 I— I 1—� • I I I-1-1' D3161-CLASS F, IN ' 1=1 I I=„L ACCORDANCE w/ TABLE I I I=1 11=1 I I-1 I-1 1=111=1 I —I I I- R905.2.6.1, FLORIDA BUILDING 1=1 I I I �I I I —I 11=1 I Ii 617111M 11—I i CODE 7TH EDITION (2020) �, 11 I 1 II j II IT1111,1 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"=V-0" S3 I 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. 92� 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4"INSPECTION 3 1/4" 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 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE - 1 °00 M _ — 6MIL VAPOR z BARRIER 1 ; D �� 4 1 1= COMP. SOIL. I A— I I I m N (COMPACTED TO 95% =1 I —I I I`HI I 11= MODIFIED PROCTOR 11 I I 1 1-1 —I I TTI ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 1,,a3 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 q z TM 00 r SEE A/S3 OR J/S6 —`-lill I I ICI i I � 1111 1111= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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. 5/8"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 %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 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 GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)1Old 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) 2-0116" PLATE WASHER (TYP.) NOT EXCEEDING 10'4" (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 INSULATION 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. U-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. 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 2" WWF OR FIBERMESH WWF OR FIBERMESH ELEV-0'-3 1/2" z 31/2"MIN. 31/2"MIN. ---__-- A.F.F. p c ° p _ / ° ° III_ 1/2"(min.)4X, b 9�—1�=1�� 1= 31/2"(min.)- 4" N D G — —II I Ir r III ! I I- 31/2"(min. - 4" I a — 31/2"(min.) - 4" �=1 � I y =1TI -Ml-1 I �_ —LI I=11= I r r_I I I I�1TI =1 I-1 I I ITI_I I I' I I(-1 f1f=T �I= I,T 1=1 11=1 I 1=1 I I —I 1=1Tf (2) #5 CONT. 4" 1' 4" 8" (2) #5 CONT. 4tt 4 "� �g U.N.O. MIN.U.N.O. MI TYPICAL BEARING WALL STEP SHEARWALL("-C� TYPICAL BEARING WALL " STEP('�CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 Gor' SSG J�EL� QGS• M SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M`N�Mo�s 2x STUD INSULATION PER FBC AND ENERGY coN�"�J 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'-0" (R302.11) N LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)1Old NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING N FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE �. PER MFR INSTRUCTIONS ASSUMED FINISHED '� #3 OR #4 REINFORCING BAR s u c GRADE 40 MIN. Fy= 40ksi GRADE N - z #3 & #4 LAP SPLICE v ° .b _ FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] r O° 6 MIL VAPOR BARRIER =� I I b ° L M I 1 °0 0 11= I I ° II 11=1 I #5 REINFORCING BAR R 1 7/8' —� p p I —III —III —III —III —III � -r _ N z III—ill-1 1=1 I —I 1=1 I- z I o . I —I 11=111-11 I— I` r #5 LAP SPLICE D° I�1 � I —I � I —I � I —I � I —I � 1=1 I� I l i •�LIj—'1TI-=-1 I I--�11 I �.a - N I I Irr .1 36" MIN. LAP [36" MIN. LAP] I� -� I= I= =1 =1 =1 T 9 % r. MODIFIED PROCTOR ASTOM =1 I=1 1=1 1=1 1=1 1=1 1=1 I I=1 I=I I D1557) Tf I I hI I f,1 I TTI f� I I;111=t III=III=III=III=III=III=III=III—'' 4" V-4" I' — FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 . ° —1 I I —III —III —III —I -(1) #5 REBAR w/ OPT. 11= I I=1 I I I I I=SQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV . t r� .. • ° ' .. MCA a 1=1 11= r III —II �.°• •+ '.' ' _ SEE A/S3 OR J/S6 —i -1 LI I 1 I I; -II 1 I, , 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. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAl',, — a INTERIOR ° < , � ° � -31/2" J� v • , CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB • °d e co 6 MIL VAPOR ==-1��-� BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E d. 6x6W1,4xW1.4 r ' WWF OR FIBERMESH (7,) ° 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 W P J 1-11=11� I I I p' LLI T ''I I I I I III I D•° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 + _ WWF OR FIBERMESH IIIII��rt��lill (2) #5 CONT. =1 I I III=1 ON 3" CHAIRS t tt (TYP.) 8 1-4 8 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3!4"=1'-0" �S�3 VARIES SEE PLAN 1 1/2" RECESS FOR 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 M ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN ° — TOP OF BEAM °IilfCf7 A. `I (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL r — — - — ° ' d 1-1� I T BEAM SIZE & _ N ' I �i CONNECTION INFO ° III= 2x4 #2 SYP P.T. FRAMING w/ =T I I1=T TI-1Tf , T' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Tom!>L 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" 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 =. SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS ao ? GRADE a — r, FILLED SOLID (SEE PLAN FOR _ __ _ a a _ SIZE AND REINFORCEMENT) c7 = I o •=1 = = 1=1 z F- w o o- W Hill =1 —I 1=1 —1 I-1 I w 1�=�1 III=1�=�= z BRICK PAVERS or SLAB PER w p o - =! ! • a —___ - z_ / COMMUNITY SPECS " U) - =__ _ I — — " 0-0 FIN. FLR. IV TAPERED • I, I—I—111-111—III—III —III=11I FOOTING J -III III=1 11=1 1=1 1=1 III=1 11=1 I I_ 11=1 I —III —I 1=11 1-11-1 1 BEYOND PAD REINFORCEMENT - I 1=1—i—"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL(*"�N SCALE: N.T.S. 53 N 0 N fV N M O sar��t, jk /�u Alp TIT �T 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 Engineers signature and seal, W <r v E co Q O C0 N # � 0 <, . � W N 0�� U a U) rN) a u- a Y U Ca LL — rn 0 13 13 0 OP N(_0 _ 0; 5 -F,LL O -j W 0 :2 oo c Z -.1 a N IL rzr z U) O N U V � cUn Z O 10"NAM W r-1 f-1 171 U M z N M o o z z t; Q N z C6 W M ° U —� O LL, g c NLn vss U Owl F- J E J ,. L U o y QIn 0 CD o W ILL z ❑ 00 > f� 0 E V <� Z N g 0 U O O¢ o � N a� ¢� boo ww ¢ L To c ¢O .0 O , Z - J .o 2 ° aw � z N F o z go a �? ¢0 6. xk 1� O CO w a r_ 8-3 z¢ > L0 O N m CD L c � T 10 � m U O T (C O = N O') T �T- r\ Li) T I 04 z— ai E ZT cY) 'c o co 0 iri O Z c m a o cs 0 ¢ rj c � JOB NO : 21-4273 SCALE : AS NOTED SHEET NO. S3 (MONO)