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3 0 i Q 0 N v 0 Q 0 N 0 J 10 0 0 N v V) 0 i Q N O i v a 0 S v LZ y 15 v U i Cl- N 0 i E a 0 U J LZ N N N 0 0 N N N 0 Q m ,o v rn II II II II 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 %I' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR %"GYP. BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END' (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" 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 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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'4' (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 U-0" (R302r11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8 MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C. INSULATION PER CHART ON FLOOR PLAN ) TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK EDGES; AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE - _ IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.0W/ . SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W! (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' `o ELEV. U-0" OL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 2 INCLUDE THE WALL 6x6W1.4xW1.4 D ° n SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM a . -III=I D D. =I I=I =I = Z 24" @ 0•C,) WWF OR FIBERMESH 31/2" MIN. ATTACHMENTS CHMEN S 31/2" MIN. 2"' WWF OR FIBERMESH D7158-CLASS G or H, or ASTM D3161-CLASS F, IN =I I —I I=1 I I I I_�=I (_) I I=� D • I=I I LI=I I -I T=I I �, I 1= a - - - j 2x4 CONT. _,LL ELEV. -0'-31/2" A.F.F."Ir o D ° Y D a 12 ACCORDANCE w/ TABLE ,I ' I : II I I=III—I I= I I=1J 1=III—III=III=III �I I - °' " d b. „ „ °�=I I I —I 31/2 (min.}- 4 z_ b' �T= r (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING _III I f=I I= I I=III 11 I— I I I 11=I I - L_ i -1 I �,,11I II 1111 II I II II i I I=1 I ` I I" _ GARAGE DEPTH VARIES N D a --- - n it 31/2"(min. - 4" �I—T ]�-�I I- _ 31/2"(min.)I- D 4---— CODE 7TH EDITION (2020) 11 II 8 �'' �11T 11 RESIDENTIAL ROOF SHEATHING v; � r I l 1_TI I I f= 111 I I III=j�l �` I =�, —Fill l I f 11� =1 Tf=1lT=lll= I=11T= INSULATION LE -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING4" _ (2) #5 CONT. 1111-4 -11 81, #5 CONT. "� rr r- �'-4 N FRAMING SHEET FOR(2) SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB_� TYPICAL BEARING WALL STEP MI SHEARWALLrc N. 0 MIN. U.N.O. TYPICAL BEARING WALL @ STEPrcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0"' S3 SCALE: 3/4"=1'-0" S3 "" "" ""= "_ "" SHEAR WALL SCALE: 3/4 -1 0 S3 ,"= ,_ ," SCALE: 3/4 -1 0 S3 - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE\ops BOARD PER CODE OR 5/8" GYP. TYPE "X" GARAGE ALUMINUM FASCIA @ W/A HABITABLE ROOM 12"" N.O. 2x SUB FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs' ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS 4" O/C @ SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS 16" O.C. @ BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0!C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN 2x BLOCKING HORIZONTALLY INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN 1x2 P.T. HORIZONTAL #5 VERT. IN FILLED CELL SEE CC/S3 OR N INTERVALS NOT EXCEEDING 10'-0' (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL 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 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR BOLT INFO. 5/8"x6" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " 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 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH (6)114"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ^ w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR � BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 r _ END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. r TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o 0 ° GRADE �„ D ' D �- z GRADE #3 & #4 LAP SPLICE 40 MIN. F - 40ksi =1 y a 1/2" GYPSUM WALLBOARD U.N.O, (1) #5 VERT. IN FILL MONO OR STEMWALL Z ° ' M — — — D -I i I- .p D FINISH GRADE oo [GRADE 25° MIN. LAP [30"MIN. LAP] 60 MIN. Fy= 60ksi] a g D D I ICI I (=III —III- =1 I I—� I hI I I I=III I I 1=I I— D I ` CELLS SEE ( FOUNDATION PLAN FOOTING MONO SHOWN .; FOR CLARITY � - -- I -I I I 6 MIL VAPOR BARRIER i I I I I Q =I1 I ° - I -IT= I =I I=_ O° III=Ii�=�-III- #5 REINFORCING BAR "' LLJ R 1 7/8" �-� - T-�II I �_ ° 1x4 P.T. BASE NAILER FOR LOCATIONS) z I #5 LAP SPLICE 4"x4" INSPECTION n - - �` I I• (I I-T=T=1 I (2) #5 CONT.(T 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL Y III COMP. SOIL. (COMPACTED TO -(I D '� i-1 11=I�—I I1=� I _ t- 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) g' 1.4 g" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM I - I I=1TI=1TI=1I �-��- I-1—I11 I I T 10„ MIN PSI MAY VARY PER CIO MIN AT GARAGE CONTRACTOR - D1 557) #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR4' CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a W1.4XW1.4 WWF OR - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG FIBERMESH 71 DECO FINISH 4" to 6" BELOW GRADE „_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"-1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. V I' r � _ °D I III �� M 6x6W1.4xW1A SEE PLAN 11/2"RECESS FOR VARIES 6x6W1.4xW1.4 D I= 00 31/2'" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR D _- r I I I� min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° f BARRIER I D D C I I - o a GRADE AT 24" O.C. MAX. SEE PLAN FOR x x" CONNECTION INFO; COMP. SOIL. I - r c o0 = _ _ _ _ ___ - I, - -ITi-I i I -I I ... TOP OF BEAM &LAYOUT DESIGN -� (COMPACTED TO 95% - I I I II I�I = MODIFIED PROCTOR - _- - - a _ 1 #5 REBAR w/ OPT. -- -O SEE ROOF PLAN - - -a A e a A � a I- T�=r (, ASTM D1557) =IEN I E ENCLOSURE '' (2) HTS20 FOR STRUCTURAL d r I I II E 3" MIN. CLR. -I I j I I I I I -III I I I I 11- I I- IN �- I [_ I BEAM SIZE & r i I) a =T (2) #5 REBAR CONT, ON 3" CHAIRS TYP. 1`-4" (1 STORY) STD. 90 HOOK (SEE 4"' I I - CONNECTION INFO 8 I I- 4" 1'-8" (2 STORY) DETAIL) MIN.2x4 P.T. U.N.O. PLATE I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 T TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L Ins^ O.S.B, z MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING �+- g"" FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 w ¢ SCHEDULE OPTION #1 1/2" GYP. BD. P.T. 2x COLUMN LOCATION ¢ > J SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 2„ HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/2" FROM SLAB Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0� -0„ CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5�" DEEP AND 6" BEYOND � ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .: .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ 4P, ° _31/2 -� COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS z 13"" O.H.D. RECESS "' GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS M 1 CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c •. Cl) EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD d MAT REINFORCING. `-�" ' • o CONT. FOOTING STEEL III IIIIII if`'-' _ —r • — __ —lII .' •. ` ..... I —�_�I ch = _• ° 'a • _— _ —. IiI_I�IJII 11� — LI_II II PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w Q > SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M z - Z GRADE -�- - 4� - -I I r l - - _ ¢ > 00 =I� `'' `. °P.° 1-�-I '•' TENSION 120#) CONCRETE SLAB _E b 6 6 W1.4 W1.4 cat w FILLED SOLID (SEE PLAN FOR w I _ I= =III �. • I '- I :' I:4, I (_ I I -I �) •, ' _ ^ x x c '- WWF OR FIBERMESH r, W cWa SIZE AND REINFORCEMENT) c7 Z a W 0 o cW� z III-1 I� I I_i _ r - �* — — -i'- �_ a' BRICK PAVERS or SLAB PER W U, p o = 0 �= • - z qa •`+ i a . `� T1= I- I =_- a " " SEE A/S3 OR J/S6 I I � � I T= III I i 1I I I _ SEE A/S3 OR J/S6 I-� I I (I -III I I I (= I I III 1j3"MIN. - M 6 MIL VAPOR == - P = I=) I=I Z _ — - - - `` „ 0'-0 FIN. FLR. COMMUNITY SPECS Cl) w FOOTING J c� FOR REINF. INFO, 3" MIN. CLEARANCE FOR REINF. INFO. CLEARANCE BARRIER -_ BEYOND 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) =1I I I I L I I I I I III ; I e ....• . : + "' :' .';. PAD REINFORCEMENT—/3 MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STORY) ( ) 1'-8" 2 STORY) ( ) 4" 4" :_•• � ~ �- SEEFOUNDINFO. coNc.PaolNFo. FOOTING WIDTH ' '' SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING C12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE:34"= i'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ~ ft\\ f 0 W -�® ar- a 0�C%4 4 y C 1 $ tV Y W o a a u •3 i C E a l.J i T• ,pe'�Aia S �'I t 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 Engineers signature and seal gg o) W g. o E O M U ' r 0 CO fq `' h � �mtfy 0 ti v 2Sz �' e 10L, LJ_ S a ILu Z -0 V Z� a L {� A T o Na a, 'ro N 0 W z � ch Z Q N O U ¢ S z U c) W ID El M r N N) o� � N Q -a <c J r_ N 72 CD `o O w LU co e .. t�- J E o N Uo o N m m r` o w M J z z z Q "- c E o oo z o ¢� E Q Fz O° as oo o �V �z B ¢o pU mo co zF <w a� o gz go C/) ac °- z m of a o w< o M d a z1< `` >M J m L / =3 LO .-. Q N o c U J O 2 in CN o LO � O Y CO O co m O V1 N <C o N T oo E � O, a U _j C 0 j JOB NO: 23-00509 SCALE : AS NOTED SHEET NO. S3 (MONO)