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01 m rr i v 0 J 0 I m IO v in 0 -¢ 0 0 J to I 0 ID N t� <n O Q a v 0 x v v i N U O 0 i a 0 U J N LO L °3 0 0 a 8 N a m v 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. a TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1 A r METAL PL. UNDER EA. TRUSS R903.2, FLORIDA BUILDING CODE CHAIRS (TYP.) cow/ WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER e SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W ASTM _ -I I I I I m ° I I I I —III=I I= 9 1=�—lll 1—I I I �I—I - D7158-CLASS G or H, or ASTM I= I -I I —I o • I =III=I I=I I I=1' D3161-CLASS F, IN ' I —I ri-= l I I I 12 ACCORDANCE w/ TABLE (TYP)ARIES FLORIDA BL1L; BUILDING -1 1=1 11=IIIi—I IT- Ii II =i III=FI I - CODE TH EDITION (2020) I=I II RESIDENTIAL 8 INSULA ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-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 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 @ @ (U.N.O 1(O %" STRENGTH @ a " " " 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) GARAGE .) (OR /$ GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM 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"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ {10)10d NAILS x 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND c`' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 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 @ 24" O.C.) 2 ATTACHMENTS 2" G Ur WWF OR FIBERMESH WWF OR FIBERMESH a G ELEV. -0'-3 1/2" z �31/2" MIN. �31/2" MIN. a a G ' a L 4 n 0 > > Q� 2x4 CONT. G A.F.F. p G r G 4 N , b e ° gmrm1/2"(min.)- 4" P ° 9/=31/2"(min.)- 4„ GARAGE DEPTH VARIES (31/2"(mt�i-4"00 7_5 ICI I 31/2"(m]n.) - a�'"-Tf—I _ 2 #5 coNT-4 () 4" 1'" 8" (2) #5 CONT. 4„ g GARAGE SLAB AT STEPKoo"B� U.N.O. MIN'TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc_",�@ K'CC SCALE: 3/4"=V-0" "3,) "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 _) co�Rti�� O SEGJ W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs ��ti ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7O.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" OJC 10 MSN�o s 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 CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1U-0" (R302.11) PLAN INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR �r 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W1 TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK BOLT INFO. 5/8"x6" "J" BOLTS BOLT 10d NAILS STD. 90-HOOK (SEE DETAIL) 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " TYPE'S MORTAR (IF NO UP LIFT ON �° 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/ O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS ) ^ () 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24"MIN, LAP] SPACE ANCHOR 5 #, MI TENSION SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH BAR Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1 A N ARCHITECTURAL w/ (10)10d NAILS - WEEP SCREED INSTALLED END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE o PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w o ° 1x2 PT WD FURRING @ 24 O.C. FINISH �'P ASSUMED FINISHED E ! _ u . p GRADE 40 MIN. F740kkSSii1'] a e __1/2"GYPSUM WALLBOARD GRADE �„ e ° z_ #3 & #4 LAP SPLICE�re ,.rDFINISH GRADE O0 [GRADE 60 MIN. Fa —I I o U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL � Cl) _ t, - 25" MIN. LAP [30" MIN. LAP] W CELLS (SEE FOOTING MONO SHOWN U - w , �_ FOUNDATION PLAN FOR CLARITY _ °O 6 MIL VAPOR BARRIER -� o• ° I �hErll =III= - R 1 7/8" FOR LOCATIONS - -! !- I �� #5 REINFORCING BAR I I —I 11= ITi =III II 1x4 P.T. BASE NAILER ) II -I i= z_ T -- II r 4"x4" INSPECTION ! #5 LAP SPLICE NOTE: p'° I I-lii i' _Iil1 e - 3114 BASEBOARD PORT AT EACH -I 1--III-I =1-i !-1III I I • D (-I I I =T *FOR BEARING WALL -i=I ; r COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR I= ill Ili -i III=III - III-1(1=Ili I'= D1557) TO CUT BLOCK OR POUR �_-= != 1-III= =1 =1 -1' 4" 1'-4" MIN PSI MAY VARY PER cn = _ MUNICIPALITY. CURB DUE TO SLOPE I' I; III—III—IiI—— CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E W1.4XW1.4 WWF OR DECO FINISH 4" to 6" „ _FIBERMESH' 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 SLAB INFORMATION, SLAB INFORMATION. L '- v I = - C0 _ r ° II 1II''00 6x6W1.4xW1.4 ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR ,/ �r I min.) 4" BARRIER D �l D 4 m .12 'v GRADE COMP. SOIL. — ° N _ Q � - I •.° (COMPACTED TO 95% _ �=� _ I I T[T=TT1= TI [ - _ _ _ -- -i i I-ITI-r _ _ = _-- _ -(1) #5 REBAR w/ OPT. MODIFIED PROCTOR I— REEN ENCLOSURE ASTM D1557) MIN. CLR. -III #5 R CONT. 3" ON CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. O 4„ V-8" (2 STORY) DETAIL) ) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT _ CONCRETE SLAB 14' 13" PAVERS O.H.D. RECESS z O.H.D. RECESS _E M � ' ' TI 1 I • • ' . ll - a , 4. 4 �T` pp. I I 1 101001 I .0 'll a ♦.' SEE A/S3 OR J/S6 LI I I--I�L i r FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 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. N T C0 . ... -4 V III Ill II I II I 1.4' SEEA/S30RJ/S6 _I�III IiI„I�(„ III fl�I= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. P.T. 2x :E��1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA� INTERIOR . a -31 /2" 'i a a vn CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a 00 `-1Tr- M 6 MIL VAPOR BARRIER`'iT� (2) #5 CONT. T 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" 14;4 i 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" �S3 VARIES SEE PLAN 1 1/2" RECESS FOR FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x • x CONNECTION INFO ° e SEE PLAN FOR & LAYOUT DESIGN - TOP OF BEAM ° - SEE ROOF PLAN - - - -° ° a ° (2) HTS20 FOR STRUCTURAL _E = �, ; ,II- r-•rn T;T1 M BEAM SIZE & rTf ° a =� CONNECTION INFO 8 T= T ... 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE c Q SEE TYP. WALL SECTION FOR ADDITIONAL j J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. o w W � COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS 6@ S.G.D. Ill M SCALE: 3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMNSILL TO PORTS &CH ATTAC�1/2" SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS = TO FOUNDATION PAD d -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 N T WWF OR FIBERMESH ° M _- - - - - 11=1T` w ¢ Ei Q U-0" FIN. FLR.� z � j w w I'� 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 COMMUNITY SPECS CONT. FOOTING STEEL MAT REINFORCING. `-�' ' M 00 z 2 LU 0 Z = LL w o 0 W CA lL o o=1 ILL=I, GRADE _I I I h —_ _ _I a• III —i —IiI III III U I_ = Z • K • • `1) Q G, GI -- Lu = FOOTING v 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 '• 11 PAD REINFORCEMENT-] 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO, SEE SCHEDULE TAPERED COLUMN 1 �yc° 0 o y c C C6-4? N V,,,a N t� N m �. ce- 'moo- sa cc C2 t 0- ©,. tart tPC#�� �• " O Q��`OE'F 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. d 8 � N C' (p r. 0 Q Nt`i� 2S2S � LL CLL Lu LL aJL uj r11ow� Z CC_ 6o _r W__Nm tN° Z a ZOU 0 W ❑O z z � � 0- N — N V) Z 0 N s LL N (� Lll � m V O u., N � N [D U g ;_ _.. U o N • N m IIIO o w Cl) M u ¢ o � Z ¢ zo aLL >� R <Q � 0 E U a= oC) 0. ¢� 0 wW LO .0 m0 � � _ U �m 0 zz Z v F <W Cn 3 S< a° (; '0 S~ Ill CIDo¢ 5~ a o C O 0 1 >(0 LO aT L (0 r- M J O � p Y Y m m LO r- } CN '� CV ` d� LO �-•— LO T N E iT M O Z Z E r a 0 _j Q o JOB NO: 22-06466 SCALE : AS NOTED SHEET NO. S3 (MONO)