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a r LO L v c� 0 M 0 J M 0 I L0 v o- 0 J M M 0 I L0 v t� 0 0 Q N N v a O v J N Ii 0 U 0 c0 ti U i U i z y I Y i C 0 0 O ti CD N N 45 v 0 a_ 0 C N 0 Q m v FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL, UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM —III=III—III=I m �I I I I I=III=III=I I C ° I I III —III —I 11=' D7158-CLASS G or H, or ASTM I �I 1 I=1 I ICI I I=III-I I -I I =_I D3161-C LASS F, IN ' I—III=III III —I ° —IIr— —_ 12 ACCORDANCE w/ TABLE �'' 1=III=III=III=1 1=1�_I-I I=1 I I=III=I I 1=_I I' (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) I = -III, III=III—) I I=f I III=I (I I I=I 1 III III II I II II �I I I- I t RESIDENTIAL n 8 INSULATION LE 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"=V-0" S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'.N W/A HABITABLE ROOM O. 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE STRUCTURAL SOFFIT SHEET SS 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-H00K (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 3 1/4" 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 W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE ° ° - Z 00 6 MIL VAPOR BARRIER I e III= T COMP. SOIL. (COMPACTED TO 95% I MODIFIED PROCTOR I III—ITI—I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS z Cl) a 00 T SEE A/S3 OR J/S6 ``Ili-1 I I Il i 4, I I I I II FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS ri1 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 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. -0- 5/8"OR 1/2" HIGH STRE4-� TRUSS BOTTOM CHORD OR 2x4 #2 SPF _� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TBLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5/8'0R 1/2' HIGH STRENGTH 5 „ „ (U.N.O.) (OR / GYP. TYPE "X @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABEACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE)SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLECONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS2"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. (12)10d NAILS U.N.O. 1/2" CDX PLYWOOD OR SHEATHING REQ'D. FO2x 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 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" IMPSON SP1 w/ (10)11 NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 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" A.F.F. (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 2 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT INCLUDE THE WALL / 2" 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 M @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH ELEV. 4-3 1/2" Z �31/2" MIN. �31/2" MIN. A.F.F. '0 _- N° b '. ° .: ° — -- �T 31/2"(min.)- 4" — ° b ° _ I —I r3l'/2�"(min.).-4" I =1 �I _ ° —I 11 I I 00 31/2"(min.) - 4"-1�1=1T_I _ =l I I ll� � I 1TI- =T—IIL—I -1 I AT (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 44 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL 0)STEP (@ SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE: 3/4"=V-0" SCALE:3/4"=V-0" PGS M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 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 c14 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 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)10d NAILS @ EA. STUD 6 1/4"x3 1/4" TAPCONS () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE M D — -0 ° —rrl— — z FINISH GRADE ao #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 25" MIN. LAP [30" MIN. LAP (GRADE 60 MIN. Fy= 60ksi] 1 Z FOOTING MONO SHOWN FOR CLARITY °O 6 MIL VAPOR BARRIER ; I III I ; ° I IE I I I-1 I m I I=^ R 1 7/8" #5 REINFORCING BAR —� ✓ p, =1 I-1I—hl f II_ N Z l IT,, II 2 I a ° I II 7-- I I11T�� rrr_I #5 LAP SPLICE NOTE: cv ° FOR BEARING WALL j COMP. SOIL. (COMPACTED TO —I * _ r i W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM (=—T-1 �T'!'TTri1 II i I�� �1= Eil�i=i�i —III- III III--' �- l�' 4" 1'4" 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" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 ° 'v GRADE 00 — ° � ° —III III —III III ILI IF' —_ — — -(1) #5 REBAR w/ OPT. ' �I I tI I =I 11= I I I=1 11= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" IllS3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r.. • < •. f — =1 I J I I1=_III; I ' • : � :,..:. III=1 , I «� 4 _ =1 I I -I I ' �I 1= r iI�IITII:'~ Il�r SEE A/S3 0R J/S6 J -, i 1 1 - 1, 11 11, F,LIJ- FOR REINF. INFO. 3" MIN, CLEARANCE 11-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. C CV M SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2, HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALA& INK— •' i Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31— /2 GARAGE CONCRETE NAILS W 1 1/2' GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB r6x6W1.4xW1.4 WWF OR FIBERMESH N I —III— co —�— — — 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'4" K 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 W ° U CL aLLJ �_III_ITI—I 10" #6 REINFORCING BAR #5 STD. 90 HCJOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 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 & LAYOUT DESIGN TOP OF BEAM NV SEE ROOF PLAN o0 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO I I 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn w 0 SCHEDULE Ix > a w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w I SIZE VARIES PER PLAN a w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) o w c BRICK PAVERS or SLAB PER 0'4" FIN. FLR./--kk COMMUNITY SPECS 1/2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-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 r _ WWF OR FIBERMESH �r�rrr i ITT r(T (2) #5 COCHNAT. S ' =I I I,I I I ;;Ill. ON 3", , I Iml I I , , I IR 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)-7 r WWF OR FIBERMESH SEE A/S3/J/S6 ' 1 8" l FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (a S.G.D. I M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE 0 - II li�=l,l-1• Zawo =I' v Ii _I LU w __ z off"'= li U— U) I-i Ili- III ill_ I � I=iil � ?I -'��i FOOTING v —III— BEYOND PAD REINFORCEMENT - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 d- E p Q(` 'F ,O a:IJ.1 N 0 N M N 4 S a •w 4 . / :.,. t, '3 i. .s• 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. N W Q SEE(0rZ C O 8 C-,tb N _i LL VN 0' m J � 00 a.,iL LL W N �i rnrL0 :12 -, W a 22 LL a. dj V S �F fn (n o LL LL iZ LL Lu IXT tea°' R 06 � @ (DM W ILI 0 �2�rn ¢¢ d Z ILUJI IL a N M Z W fn O . . O U U rn w ❑❑❑ rMi N M z 0 z C� J M- ,n fir/ I tit z 0 o W �w -O V) W g 04 U o w � t 14 O co J w M coz o z z C O_ C W O Zo QN z© <_�� aµ . O° 0 °a N @ ao Ww W� i ao mi CY _ C O N °, Zz J m < Q W zz to oa Z g° S a �W. o d= Mill o>° V z¢ a Ova > L oLO a� rn Q 0 co 0 O O r U 0 m m r%- Q O 0') I O r -0 N Il d' -0 O Ln C r ` ai 2-1 N N o Z ca z E2 O N C a U ° -j Q p JOB NO: 22-02393 SCALE : AS NOTED SHEET NO. S3 (MONO)