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3 CL] LO v Cnn 0 a 0 0 0 (n N 0 J m LO v 0 .a 0 CV 0 LO Ih 0 I L0 v v cn 9 OS 0 3 Q N 0 i a a E 0 0 J LZ E 0 U E c 0 v1 'o i U i a z y i 0 v 0 17 M CV v 0 N N cV v a (/l Q P 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 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 5/8"OR 1/2" HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. ABOVE) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 20x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ INTERVALS NOT EXCEEDING (12) 10d NAILS 10'-0" (R302.11) 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ FOR UNDERLAYMENT EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10-0 (R302.11) 2 x3/16 PLATE WASHER (TYP.) - REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH ALT: 1/2"x12" TITEN HD 24" z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGEANCHOR PRE ENGINEERED WOOD APPLICABLE. °� 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) TRUSS @ 24" O.C. U.N.O. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1Y-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON S01 / 10 10d NAILS HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ 1, IV) 10d NAILS IF NOTED, THIS REFERS TO THE w ( ) TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A WWF OR FIBERMESH "' ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE MOISTURE BARRIER OIL 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 D ° SHINGLE ROOF, SHINGLES TO ' a ° 2 @ 24" O.C.) WWF OR FIBERMESH CH 2" ATTACHMENTS WWF OR FIBERMESH BE IN ACCORDANCE W/ ASTM D7158-CLASS G or H, or ASTM _ -I I 1-III=1 1=I l D I I I �I I �I I=I I z ELEV. -0'-31(2" 31/2" MIN. 31/2" MIN. D3161-CLASS F, IN 1=I I —I I-III=I 11-1 I I=1 1 ' 1—III=1 I I I I=1 ° - - I 2x4 CONT. A.F.F. o ° - ° III I r ° ' ��- 31 b I 1=TI=I ACCORDANCE W/ TABLE I I I-III-III=I I=I I=III=I �I I I=I �I t .; a o ° I I -I I /2"(min.)- 4" - D ° I . 9// 1/2"(min.)- 4" D ° R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION =I I I �) I �I I I —I I I I I =1 I III -I I I I' GARAGE DEPTH VARIES °° - ° •. -I I �� 3 1/2"(min. - 4" 11=1 I I —111 I I fir- (2020)I' =11 RESIDENTIAL a fi�=111 j I I -I T� ROOF SHEATHING - SEE (2) #5 CONT. SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING 4" 1'-4" 8" FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG� GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP an SHEARWALL ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � SCALE: 3/4"=V-0" C'� "SHEAR WALL" SCALE: 3/4"=1'-0" I 5/8" OR 1/2" HIGH STRENGTH CEILING ALUMINUM DRIP BOARD PER CODE (OR 5/8" EDGE GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \2'N.O. W/A HABITABLE ROOM 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. 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 - NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE 00 6 MIL VAPOR -( I I BARRIER ; D 4 g COMP. SOIL.I (COMPACTED TO 95%- MODIFIED PROCTOR I I I I 1T=1 11=1 I l i ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1' 4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" �c3 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 Cl) SEE A/S3 OR J/S6 --"-I-U I I I I I i 11 l„ I I Ii F, LI-1-7. 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- 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. ,o1 ens M oo —�—_ 31/2"(min.)-4" =L �I - y III=T -` l ITT, I I=I 11=1 11=1 I f —III=1 1=1� 'TI= (2) #5 CONT. 4 U.N.O. MIN. � TYPICAL BEARING WALL @ STEP / CC 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C 0\&Moos ,d� N� INSULATION PER FBC AND ENERGY coN 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 N 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 '= PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR — GRADE z D �„ s, D D ' ° D J M ° D FINISH GRADE GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP 30" MIN. LAP] [ FOOTING MONO SHOWN ,J1 - - -11- \ `' > °O 6 MIL VAPOR BARRIER I R D ° - I —I I=I I I� . FOR CLARITY - �- - '��II #5 REINFORCING BAR R 1 7/8 z I III —III —III —I r Z T I i t D. =III=T 111=1 2 t.q I AP sPI 1cF NOTE: * ! - - COMP. SOIL. (COMPACTED TOT�I-III- FOR BEARING WALL - W/ UPLIFT ONLY -_ _ __ __ - _' 95% MODIFIED PROCTOR ASTM ��=!ill ill=-' — D1557) 'll I�IIII�II�I�III�I�r7— III 4�� 1,_4„ 'I I=�Il,ail�-_I IaL�: III -,1_II i 1=11 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01, S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" Zr GRADE 00 _ lil-1 1—rTi—tTrl _ -(1) #5 REBAR w/ OPT. I. I I I I I I I I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS =III-1��Tfi Ifl '11.- -III—I 4 I °? -1 1 _ - I . • .- . I —I 11' SEE A/S3 OR J/S6 J -I! I I I 111 —1, i I 111 I r- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S.QS3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2,� 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALANT INK INTERIOR . -31- -/2 aa. K 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 4d ° 00 E - N T=1TI= —_ Cn 6 MIL VAPOR BARRIER = i l— I I I I— I I 11=� 11= TI I I 11 I I I ITII' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3l4"=V-0" S3 x x 1 1— 11v� A x y — II��v�or-tea REINFORCING•1 O• .6 AP P_ SCALE:3/4"=V-0" \ 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 a END OF 2" x PLATE LU D U IL a b LU LLI TI I �I I I I I I 1=1 REBAR DETAILS F 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 TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 'r BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE O.S.B. COLUMN LOCATION I! I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE c j ¢ w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE CONNECTION INFO. �w 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w 0 SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS d > -i FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N o W SIZE AND REINFORCEMENT) WWF OR FIBERMESHLU U-0" FIN. FLR./-6 BRICK PAVERS or SLAB PER COMMUNITY SPECS °A III �—III=1 I I� I I I —I [T-- I I=1 -1 --- HIM] r v0000. � ---- •wv •,vvvv 1 . • r 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 =1 I =1 I I—ITI- I I I Ili T7 T ;- (2) #5 CONT. -11 I,-11 ICI 11 1 hI 11 ; I ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) II I WWF OR FIBERMESH SEE A/S3/J/S6 � l -` 1 8" l FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS It@ S.G.D. � M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND' PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' M co GRADE LU �'} = J ! I� n • III -.-. LU d W U W Z 00 • �' • • - Z_¢ tL M�Q _ _ w FOOTING v _l _III =i „i l - BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE SCHEDULE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL (N� SCALE: N.T.S. �3_ C" a • s, { v n a 11�' i� y �• f 0 O W CV CV O CV N y4L N iP Q 'tJ f'- E 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 C) .Wp `ry ti vEE �co 00 C,,8 N r- 4t V 0)e,24J � � J a NO n r° Lu LL d a N M 71, Y 10 I I d Lu Z J 6o r@ C, O o Lu W(1) O Z LLW c ¢ I a N m Z of Ln O O U 0_5 u Z ❑ ❑ ❑ M � z N 0 0 z co z o � J d � N M 0 o C1 170 w � a U Ow to o c w U W J zt c CO ®0 CD CO Z M co a o� a U- E �o ;? E o w= z® oa CO f— C O 00 o L � ao _� m0 �� of z C: a) J �m < �w z z U] p Z 0p QU Q �w W <0 F o CID u w� op �O a o1 � za 0� �O ,o = E > d' J L0 °' m �--.LO@ Q 0 O j NO N Cr m N CD N M Ln LO < r N ai w C)V) o Z f0 Z 7 E T c = E c JOB NO: 22-02390 SCALE : AS NOTED SHEET NO. S3 (MONO) , s li�ul,, 1111� 11,111111141 lRddi rNii �#�Il�f"7 'i III IIIId�FNiG'9 11 11! -..�1� ail' i �. -I ,-- . �