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3 W I CD O i a C> N v t� to N 0 J I N 0 01 0 3 F— M 0 i v o. F2 W 0 `v c 00 0 J r rn 0 0 M O v as 0 Li z C> 0 0 9 v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES IN 5/8" OR 1/2" HIGH--- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN ___// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 64 16d TnFNAII S T R R -FOR UNDERLAYMENT 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 31/4" 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 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH -MOISTURE BARRIER 1. .c p . -SHINGLE ROOF, SHINGLES TO _ ° r _ BE IN ACCORDANCE w/ ASTM =�-� L�� L-I Ilk D7158-CLASS G or H, or ASTM I iRINI I �_ I T I I I _I o • D3161-CLASS F, IN - -_ ACCORDANCE w/ TABLE =1 ' R905.2.6.1, FLORIDA BUILDING �I I -11; Illyllf �IIIII�I I Ill- _III-1'' CODE 7TH EDITION (2020) 8„ _ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIESSEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES JL I GARA( GARAGE SLAB AT STEP SCALE: 3/4"= V-0" -2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING SEE STRUCTURAL 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 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 ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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) 2-0/16" 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 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 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND CI cv n� n�� (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1T.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2"MIN. �31/2" MIN. f p p p ' ° — ,- 1/2"(min.)-4" p p . 9' I� �T'331/2"(min.)-4„ ° • 300 1/2"(min. - 4" I � (2) #5 CONT. 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING BEARING WALL�STEP@SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" cow,. Eti� cVR Pcs ��Ec sE SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M\,NN ��o s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 10"� co BLOCK 6" CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT FILLED SOLID W/GROUT 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) -8" C.M.U. TYPICAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT �° 3RD LAYER 1/8" THICK. K.O. BLOCK TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD ARCHITECTURAL 6 1/4" 31/4" TAPCONS FINISH *SIMPSON SP1 () x 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING 1x2 PT WD FURRING @ 24" O.C.Hr 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 0- NOTE:EXTEND W1.4Xw1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE a ;a. c4 A0, _ r - 0 60 - 6 MIL VAPOR_ > -_- _ z *L BARRIER COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR I I :IT=TT1- I fT 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" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS-[�O.H.D. RECESS z II ^M SEE A/S3 OR J/S6- -1 I I I Fll _Ir l ,-,-,r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. w/ (10)10d NAILS -\ TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY FIBERMESH 2x P.T. PLATE WEEP SCREED INSTALLED BAR ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T C FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] Z Cl)p p. 25" MIN. LAP [30" MIN. LAP] M I _ — O° 6 MIL VAPOR BARRIER - C ; ° - I =__ °° R 1 7/8" z o _ 7TiI II T z #5 REINFORCING BAR —III111111 i f1�l�r�j #5 LAP SPLICE r COMP. SOIL. (COMPACTED TO - ° 95% MODIFIED PROCTOR ASTM D1557) 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4"--\ z O e ° ' _ a00 SCALE: 3/4"=V-0" GRADE wl a I Yi-� (1) IF #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV A 00 'III I _ I � .• .. `; tll SEE A/S3 OR J/S6---- -'Li I I I mo„ I I �P- FOR REINF. INFO, 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N ' Cl) 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 01011 J CONT. BEAD SEALM • ;. •. . Q INTERIOR A. e. ' ° -3 1 y A ' A~ CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 M 6 MIL VAPOR T BARRIER 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK [:�_ 1171 ' I 4„ —fT 1 4— 1— f 8 U.N.O. MIN. � TYPICAL BEARING WALL @ STEP ( CC SCALE:3/4"=V-0" \ S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SPi w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE LU G U — p. U) g — = P U) #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 SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7116' O.S.B. COLUMN LOCATION �I I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE a > a J SEE PLAN FOR STRUCTURAL g W COLUMN SIZE AND BASE o N CONNECTION INFO. -2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM I ATTACHMENTS TRIM PER PLAN -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH M w a > Z > w W U) SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or AB PER ° 0' 0" FIN FLR / COMMUNITY SPECS ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 •- - RX061 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 ° p (2) #5 CONT. =1J I =1 ON 3" CHAIRS n, rTr 8" 1'4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG 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.)� I WWF OR FIBERMESH SEEA/S3/J/S6 -� ""ter' '-'�`"' " FOR REINF. INFO. 8 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. rM SLAB STEP & RECESS an S.G.D. SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL- TEEL MAT REINFORCING. M 00 GRADE LU C3 = J • Z W 0 W W 14 0 • s • • _ Z Q M Q FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. �S3 cv Ca cvi colt _ W O L C= GC-- O U _ r9 U M Z N L N 3 _°: CD cu a = m .5: � -- CD ix �. 3 3 � Edda i = p o U C1 04 N CO CV 0 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. NN W d, E 0 N ) � % H r - # Cn /� N O z it LL N co 5 J w � w a Z13 -� L � N O i W _ f o MN(D 0 o tn�°T m w Z U')NZ d J N = OU 0 W U ❑ ❑ N o z o � N o C3 D O V) S C N U W J L i gO U o c U) • ®0 o cD w M 0 Q � Z Z z IJL r E cl zo Zo Q� E UI co I w� o ¢ � 2 o CI - E f �< . p °z L az a W z_� ti Cn C m c, 3Q o9= �, o m oLL Q w 31 os Jo W o CIO S� <� aw 3:oLL � J o a x pa v zla o 3 D O = >M 0 C� � N (0 LO N o LO J N U) m L +-+ Y O O c�D M O m O � N Q 00, N T— r (.0N o E N i z Z E TCn c a U � Q o JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. S3 (MONO)