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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 / INSU 5/8"OR 1/2" HIGH STRENGTH --- "-TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ „ —� `-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 BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /' GYP. TYPE "X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2"x S P F (OR EC�UAL) STUDS @ 16" O C U N O 2"x S P F (OR EQUAL) STUDS @ 16" O C 2x BLOCKING HORIZONTALLY@ (12)10d NAILS SIMPSON 01-2 w/ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL Zx BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" IHOR 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB MIN. @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ (MIN.) z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE A APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD 1 3/8" MORTAR BETWEEN EDGES AND 12" O.C. @ FIELD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB &BLOCK @ "SIMILAR AT FOUNDATION HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS T TRUSS (SEE UPLIFT SCHED,) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1 A r r::3 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIMETAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH ELEV. 0'4' (ALT: 1/2"x12"TITENHD@ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WI2x P.T. BOTTOM PLATE MOISTURE BARRIER O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL P °A.F.F. 21, x 6 W1.4 x W1.4 ATTACHMENTS6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO _ a @ 24" O.C.) BE IN ACCORDANCE w/ ASTM -III=III={=I V° . ° ' I �I �I I �I I 4 WWF OR FIBERMESH WWF OR FIBERMESH c z �31/2 MIN. �31/2 MIN. =1 I I —III —III I I I —I I �I I �I 1' �' " ^ ELEV.4-3 1/2" r --- D7158-CLASS G or H, or ASTM I I=I l I=I I ��' D3161-CLASS F, IN ''-I I I I III-� ° - 1 - - r i= - - I_ - - I ACCORDANCE w/ TABLE = I=III=III—I I —I I I I �I R 05.2.6.1,FLORIDABUILDING II�II�II II�t=III-ITI I��II II IIr CODE 7TH EDITION (2020) 8„ -I I11 III -I I) II II II I II II i RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT GG ELEV. VARIES0jL SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 518" 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. 1/2" GYPSUM WALLBOARD U.N.O. 0) #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 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 co 6 MIL VAPOR 1 i BARRIER I a p COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR 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 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z M � •�I= , A • t•TIT —I t •.� .. I I 1 i SEE A/S3 OR J/S6 - i 1 1 I r I T� FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS } SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. C, n `z- A.F. F. O - n 2x4 CONT. a U- _ _ o p, - = - ° I I I=tLt-t I I-T 211 min.)- 11 d III III_ r- 211(m•n.)_ " iA� d a Q Rr _ p I — 11—TI 1=T 00 — T D G I —;-I �^ , GARAGE DEPTH VARIES 31/2"(min. - 4" =T- 3 1/2"(min.) - 4" =T=t 11 t J-�_I =1Tl _ 11- =1 I I I I f=Jr11 t I I 1 TI 111'" =1 11=1 I I I I I ITI=T11=1 I� I i rli�=1 =frf (2) #5 CONT. 4„ ' i I-T11-- i -I, I i 8T (2) #5 CONT. GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C C rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 1611 Q.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. c10 e� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ' �NNos LOAD BEARING OR INSULATION PER FBC AND ENERGYGCN(�N EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1"x P.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 1U-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR c., LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR x 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) BOLT INFO. 5/8"x6" "J" BOLTS BOLT W S PLATE WASHER TYPICAL PLATE 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR ¢ BOLTS 6" MAX FROM w/ (10)10d NAILS - iv 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE �,P ASSUMED FINISHED GRADE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR X Uju #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° - [GRADE 60 MIN F = 60ksi] 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 C13 E z M I I -FINISH GRAD E °O :E 2y . .MONO OR STEMWALL - - WFOOTING MONO SHOWN _ ��Uj il FOR CLARITY _ 6 MIL VAPOR BARRIER I_I . 1Tf( r R 17/8" _ III--=IIIIII—=_I rI -�II. 1I—=IT I1 I If c' #5 REINFORCING BAR _1 I� III=III 1TLf I I= I #5 LAP SPLICE 1_TI=1T_I- I I_TI—I I i �I_-I ; � .• � �_ I —ITl NOTE: y c -=—III N t( c °. I I —•I 11=1 I J= *FOR BEARING WALL - I I I =i COMP. SOIL. (COMPACTED TO _ W/ UPLIFT ONLY - _ -_ 95% MODIFIED PROCTOR ASTM��1II I I= I I-IIIj=��Ii 1 _I -ill i_�= III D1557) 11 I—�(� � 111 I,_;.,.I I :1 N II I I I I ITiiU �^ - - -i " 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 " GRADE 00 — _ a — _ —I _ I = III—t I I —III 11E,I—I ' -(1) #5 REBAR w/ OPT. i_I i 1=1Tr1 11= 11= 11=1 i 1= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV � Cl) }— 1-4ri1=1 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 ST RY) 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"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 01 01, 0 CONT. BEAD SEALANT _^ a INTERIOR 4. a `T CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 1 E --I F11 co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3l4"=V-0" S3 ( ) �,,, —, 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10.1 (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HC10K #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S�3 SEE PLAN VARIES 1 1 RECESS FOR WWF FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN G. S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS �r; ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN e TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL .E LI, rT tTI Iril I I 41 1 II t BEAM SIZE & CONNECTION INFO a a� M 2x4 #2 SYP P.T. FRAMING w/ TT( MIN 7/16" O.S.B. SHEATHING ,J7-1 SEE A/S3/J/S6 �T 1— - 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w o SCHEDULE SEE TYP, WALL SECTION FOR ADDITIONAL j 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"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING zIL > L „� U) 1/2" GYPSUM WALLBOARD U.N.O. W/ DEXT R SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT d 6 x 6 W1.4 x W1.4 `I r WWF OR FIBERMESH �, FOR COLUMN TO BEAM ATTACHMENTS w ¢ > o TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 8" MASONRY WALL CONT. FOOTING STEEL END -. LL CELLS TO FOUNDATION ON PAD _� d MAT REINFORCING. r ' z LU c� = a- w p o z GRADE c !' =1" =I I' -=!LU -' • _III [: ;w :_ I - z _; • r • �• - I, a ■ i I COMMUNITY SPECS 1 1 I _ -e ; iLU -'--FOOTING TAPEREDBEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) SEE FOUNDATION FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE 4 � ; o a rr.. IV a z,. a %Iz. qti 00W �� ,111,'' O \.ems\ •� W �f�dv 3i;astill%W 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. dw f go , W a gr E N O a O LoN s, O C? °) U) tntiti� C-,O al C M V LL LL .11 a @�" w o eaa Z IL Y ca C L N V _ Y o 0 ��_ o Wof t cR�°�'O' m r Z M Z n Z O U U O W ❑ ❑ N °] o� z z -o Q N M � z L Cn au � a � U w o c w zr;LU = E 8 v o N V U) IN 0 14to, O w M co y ¢ a 2 E wo o O >� Q N Q E° whoa ,@ t - O E M X O oa a p 00 0� d Z CV w o Q it L O Y U N E m2 o ow 2 WU m a Q W Mtn 2 N F o¢ 2 go �2 C.) LL �� ¢a C:) C �w -o oI zl¢ U 0 c O = i Lo N I.l� O N ns 0 O c r Q Cl� o N m LO +- � O � N O C�4 o LO r Q ^ T N o Z t0 Z O E to E c EL U Q -� JOB NO : 22-0830b SCALE : AS NOTED SHEET NO. S3 (MONO)