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0� cN L0 I -- a) 0 =3 r_r L0 L0 I=) I C14 9 L0 C I D In C I C) C14 CL E E 0 0 9 LZ C14 CZ) In cm 0 rn C14 In Cn ;:7 V) C) M M V) 2x BLOCKING HORIZONTALLY@ 2x#2SPFSTUDS INTERVALS NOT EXCEEDING @ 16" 0. C. W/ (2) 10-4' (R302.1 1) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z� PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & 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" x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH A 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO A BE IN ACCORDANCE w/ ASTM r C? T D7158-CLASS G or H, or ASTM _M� �Fl Pr IjD3161-CLASS F, IN I :E:I 12 ACCORDANCE w/ TABLE 11-111 IWI =1 I I� (TYP.) V R905.2.6.1, FLORIDA BUILDING ARIES 7 H— CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE INSULA LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KG G� S SCALE: 3/4"=V-0" F1 FV. VARIF, SEE TYP. WALL SECTION 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 INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL_j NAILER STD. 90- HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE 'IS" MORTAR -ARCHITECTURAL FINISH lx2PTWDFURRING@24"O.C.—/��j 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB Ce) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W /—NOTE: EXTEND MAMA WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE Q!! A 00 6 MIL VAPO R I N5 BARRIER 0 COMP. SOIL. (COMPACTED TO 95% IT ... MODIFIED PROCTOR :III 7 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/ ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION SCALE: 3/4" = V-0" � �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. PAVERS� RECESS &-Ml _V"EM'' 4! _:EI I IEI I I�E - 4 C? I F I IEI I F7-7 1E=.I I I�r_t I I I SEE A/S3 OR J/S6 T_ FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'8" (2 STOR") GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. 00 _70- 4— T r7zF — — — — _ 5/8"OR 1/2" HIGH STRENGTH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --Z \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 1 Od NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ "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 518"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 Y-10" (R302.1 1) 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 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) STEP, S11 E OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE OIL A. F.F. O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 1.4 @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS /2-1 WWF OR FIBERMESH ELEV. 4-3 1/2' z 3 1/2" MIN. 3 1/2" MIN. /6 x 6 W1.4 xW AK P A F.F. �'F 0 (F- 0 2x4 CONT. U_ I 111 LIU. [if III —111-1'3 111 , '� 1/2"(min.)- 4" if z 00 N r1l6m [ 00 I I EI I E 411 _U1 �1= 'I J= (3 1 t/2 , , 11 1 -:5L H -,+ :111 GARAGE DEPTH VARIES �(3 1/2"(min.),- LIF, 1) 114 T7 F El I 1=1 I I 1=1 I F (2) #5 C -1 1 IT (2) #5 CONT. 4" 1'4" 8" ONT. J 4 - U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rBN� TYPICAL BEARING WALL @ STEP SHEARWALL rc TYPICAL BEARING WALL @ STEP rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 11 �,O 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2xS.P.F.S DS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C —14 2x STUD globos INSULATION PER FBC AND ENERGY 1�1: LOADBEARINGOR 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.1 1) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 1 U-121" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 10d NAILS SIDE IF APPLICABLE. BOLTINFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK @ K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 WALL SEE GG/S3) 7� 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W1 SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 1 (6) 1/4"x3 1/4" TAPCONS X 3500#, MIN. TENSION 2600#) *SIMPSON SP1 1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" M I N. LAP [24" M I N. LAP) #5 REINFORCING >< SPACE ANCHOR SPACED EVENLY FIBERMESH I x _j BOLTS 6" MAX FROM 6x6W1 4xW1.4 w/ (10) 1 Od NAILS BAR < C'4 WEEP SCREED INSTALLED ., 1�_" I'-,- 1 :1 11 1 1-- 2x P.T. PLATE 777 X uj END OF 2" x PLATE WWF OR FIBERMESH X 0 TYP. PER MFR INSTRUCTIONS X UJ ASSUMED FINISHED E 3 OR #4 REINFORCING BAR / 0 V 'P GRADE t, GRADE 40 MIN. Fy= 40ksi X _j 11 n N . j 2� #3 & #4 LAP SPLICE X CL '0' , - 6 t> - [GRADE 60 MIN. Fv= 60ksil U) . . . I> ;2� FINISH GRADE 60 2 1 X CL C) MONO OR STEMWALL---,, 25" MIN. LAP [30" MIN. LAP] < _j FOOTING MONO SHOWN X W xxxx uj A . . . . . . . . . . FOR CLARITY 00 6 MIL VAPOR 1 0? X Cn —11 FE 1111111 1 R 1 7/8" I= #5 REINFORCING BAR x IT=I IH '' - -, N ;2� -IIIEE TE r=I I f__ - x Ell _11 EEIII #5 LAP SPLICE X_ (2) #5 CONT NOTE: C4 C, ri�El I =_11, 1, LI I i M i a r 36" M I N. LAP [36" M I N. LAP] ON 3" CHAIRS *FOR BEARING WALL COMP. SOIL. (COMPACTED TO (TYP.) W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM T r �, M T T 101, A// 1171'/ xxl 11 X�/ �x - E11111 D1557) '—#6 REINFORCING BAR #5 STD. 90 HOOK V-4" L _`**� #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F� WALL w/ UPLIFT /111' �n SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH n.) 4" z 00 r 1-1 1 [-1 1 F—I I I —I I 1---717K; SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. GRADE �Ll li�'Ll rF_lILl ) #5 REBAR w/ OPT. �REEN ENCLOSURE 4" -1-1 18--�j MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 BLO K WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS Cl) A .0 A - 4 00 4 . A- A' =71- SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STC IRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �, �3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-101" SCALE: N.T.S. �3 SCALE: 3/4"=V-0" 1/2" GYP. BD, P.T. 2x HOLD GYP. BD. e. 2" 1/2" FROM SLAB 01011 CONT. BEAD SEALAIS A - INTERIOR 4. -3 1/2" CONCRETE NAILS W 1 1/2" EMBEDMENT @ 12" O.C. PLATE TO C NCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB---, 0? E �14 co 6 MIL VAPOR BARRIER RIES SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH I 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I - AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR A & LAYOUT DESIGN TOP OF BEAM A A �4 -It C SEE ROOF PLI kN 0, A A (2) HTS20 FOR STRUCTURAL T BEAM SIZE & CONNECTION INFO 47 Til co = 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" co z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION LU COLUMN SIZE AND BASE LU LU CONNECTION INFO. SLAB STEP & RECESS 650"S.G.D. K� M� Cn — SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" MASONRYWALLAND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING :��1/2" ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS cE TO FOUNDATION PAD 0 L ON FLOOR PLAN Cn LU SIZE VARIES PER P AN co I ,2" CONT. BEAD SEALANT § w/ MIN. (2) #5 VERTICALS 00 GRADE _j I I I FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 LU LU SIZE AND REINFORCEMENT) LU 2� WW OR FIBERMESH Ww U-1 Z Z) P 1-- Uj 0- LU U-1 BRICK PAVERS or SLAB PER 0 LU U) LU 00 4 0 41111— z < =ELLFE. U-0" FIN. FLR.. COMMUNITY SPECS U_ U) < --FOOTING 'u BEYOND PAD REINFORCEMENT-) 3" MIN. CLEARANCE I (S IF F RrJAED-1 I I F I 0_ PAD INFO. ruu I Illu vvIU 1 11 SEE SCHEDULE TAPERED COLUMN F '.NTERIOR WALL SLAB STEP NON-BRG. rCD 12 PATIO COLUMN FTG. DETAIL ( �N SCALE: 3/4"=V-0" SCALE: 3/4" 1".. SCALE: N.T.S. C*4 C= 4 >< C14 lu ..CC CD M E W4 "v j V, C N� To the best of the Engineers knowledge, infor;ation 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. W E 8 0 '5 Lo 0? -all 0 0 (C-4 r- 47 L, Lu Lu 0 0 0� 0 C� CD M Lu < 0 M W co z 00 z 0 L0 < IL (14 M 0 6 DOE--] W (D co 6 E3 C/D (0 LU V) L_U Jim U) LU E 8 C) < CD CID cl_� < LL_ E ca- C) E Q C1 Mo U 0 E 0< o 0 �. z CIO C: w, '0 21 > z z 0 0 0, ow M z < 0 .1W 1)00 > M C14 0*4 C-4 CV*) (10 CF) LO E C)7 r- 60 _�2 0 CC U) -2 L) C:) CY) CN 170 L0 N C:> < Lo ,_6 00 E Z� C10 0 LO In E 0 0 'a 0 _j < 0 _j 30B NO: 23-05707-05712 SCALE AS NOTED SHEEr NO. S3 (MONO)