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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 FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 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" 0/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 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER . > a SHINGLE ROOF, SHINGLES TO a BE IN ACCORDANCE w/ ASTM . - °' • ' • p ..° �. I 9 !I�I11EeII=114 :11=rr:=>Ir��l� ACCORDANCE TABLE i n�1 ,. ,.I I . ',1 1 R�rM I RESIDENTIAL ROOF SHEATHING - SEE FRAMING SHEET FOR �. SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT f GG ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 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 WI 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. 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 W/ 6X6 a- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N •e : Z ao 6 MIL VAPOR - T BARRIER D °r 4 D • • r COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1'4" (1 STORY) STD. 90 NOOK SEE . U.N.O. U 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA 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 PAVERS O.H.D. RECESS � Z M • R . :. ;• o0 f f SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. -dr -T/r 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 BLOCKING @ 12" O.C. w! (2)12d TOE NAILS GARAGE W/A HABITABLE ROOMM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR �" GYP. TYPE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES 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/ 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"0016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT:112"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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"0016" 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 NOT 2x P.T. BOTTOM PLATE At\O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° < A.F.F. @ 24" O.C.) 2r� x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 � �� ? 31/2"MIN. WWF OR FIBERMESH 31l2"MIN. WWF OR FIBERMESH 4 ° ° ° a ELEV. 4-3 1/2" i+— < ° 2x4 CONT. ° A.F.F. p a . j < o " • _ • . 9�' 1/2"(mina 4" N _ ` GARAGE DEPTH VARIES < a ° K 1/2"(min. - 4" 4 ' 3112"(min.) - 4" - i 4 ° (2) #5 CONT. 4„ V.4" 8° (2) #5 CONT. 4" '4' 811- GARAGE SLAB AT STEP rB U.N.O.AMIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc,�),@ - " rCC SCALE: 3/4"=T-0" S3 SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE. 3/4 -1-0S3 v G��NU�Vs�t 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING EDS�GJ�� vcs• 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" 0!C 10 01,No s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cc�'r 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 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 SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR 6 1/4"x31/4" TAPCONS () r MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w! (10)10d NAILS @ EA. STUD 2X PT PLATE 20"MIN. LAP [24 MIN. LAP] " 2x P.T. PLATE SPACE ANCHOR O.C. W/ 7" EMBEDMENT (MIN. SHEAR TENSION ) - 1 -- - :• -• TYP. WWF OR FIBERMESH , w .... I J _L MIN. LAP MIN. LAP] 1.".11, . • • _ 1•. FOR CLARITY 6 MIL VAPOR • -�III-J1 II�I�..11 � a--u u�-u.--u -a-ur1-1-•uiL-1I�- u.1. uI-1-1h 'il �I1 1 �1i=11� IL�LII�11.11`IIi11:111CC11;11� r•� 11R� NOTE: g 1-1-=1 I- > A - `FOR BEARING WALL —I _, COMP. SOIL. (COMPACTED TO — W/UPLIFT ONLY I =1=1 !=1 !_--, I- _ _ _ _ --I 95% MODIFIED PROCTOR ASTM III- l ill l l lit=111 !=11 ! .' l l-IT=I 1 _i l— D1557) TTr 4" V-4" —'�-lii--IIL=11!—,Ill,�lll�l,ll�i;;,III--IIL:—III-11-III FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" °v GRADE (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE 3/4"=V-9' S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E �, N 4—P M C' 4r, I� _ SEE AIS3 OR J/S6 I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. PT 2x 1/2" GYP. BD. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 11-4" 8" 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT SCALE: N.T.S. K"G S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR I S r6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) � I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x• ; CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL := BEAM SIZE & CONNECTION INFO II 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w 0 SCHEDULE CC j w SEE PLAN FOR STRUCTURAL HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o � CONNECTION INFO. 0'-011 J CONT, BEAD SEALANT • INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS .., . " • •` GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, PLATE TO CONCRETE ON FLOOR PLAN w o SIZE VARIES PER PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS TENSION 120#) CONCRETE SLAB,,,,,-E!6 FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) c T WWF OR FIBERMESH r, Lu E — n. a � BRICK PAVERS or SLAB PER N M 6 MIL VAPOR — 0'-0" FIN. FLR.A COMMUNITY SPECS BARRIER it � it rr INTERIORION WALL SLAB STEP , TAPERED COLUMN- 1 SEE A/S3/J/S6 J T�'�+ r "8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� 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. r ' M eo uj owcWnw I :Ed III c = !==i _� =- z 00 U =,III it • a • • _—! MZ� FOOTING v = BEYOND PAD REINFORCEMENT i_=III=1 --- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N N N cV = 0 W w,4o� o R N Q- � E o a ee� � � �•••.N rr+ �,- C M >F L -�-� •••........•- ° rat FESSIC;r` f� ` fl�i[III{t"00 To the best of the Engineer's knowledge, information and belief, the stnrcturel plans am! apeafications 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. a� E Q o g $ _ v 0 C 0 .0 S `° S ari f` j 4 LL � J LL_ M J LL 52 Z a _o 4 0 re w m e a'0 ccw E W) M d K ILLLw M N OU L z w 00 C� C z z 'D z N to �O Lij g c N �N A F__ U) U ®_ U z Q 04 s o W Z M � J � E ai z vi 8 o E u Fa (Q Fi RO U ou ° - �Z �z QQZ Z N cog °d WZ W� r_ � o 1 0 gLLr z - C � J y O i�b Q W 2y � 3 0" V zo V W Q U 0 �o �z � o W g ~ M a C O 0 i J LO LO.--� IIZ N Fes- c1- Cu j C O Y m to LO Q Q N () I N N N LO CM Q CO r LO 6 = z Z E 4% �o c a() a Q a � JOB NO: 22-06467 SCALE : AS NOTED SHEET NO. S3 (MONO)