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2x#2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT 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 & 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 W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° ° BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM -I 11=1 I I=1 I =1 m D T 11=III=III=III o III=1II�=III=r T D3161-CLASS F, IN IT 12 ACCORDANCE w/ TABLE '' 111= I=1 1=III=1 I 1=III=III=III=1 =_ ' (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING '—T III=T=III_ ME-1 III I I=T CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 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-/ NAILER STD. 90'HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT (GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 -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 "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LL' a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE L ° -fl I —I 00 M 6 MIL VAPOR o = z 00 BARRIER —I ; D �' 4 IIII D • • III— `� COMP. SOIL. ° (COMPACTED TO 95% . I I I I [=TT[= T I MODIFIED PROCTOR 7 III I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS SLAB 1411O.H.D. RECESS z - _ _I I °O •�.a' " I I I � II r ° II�IIIII SEE A/S3ORJ/S6��IIII IIIIiitIl IIII1 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR - EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL- 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT I I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED I GRADE FOOTING MONO SHOWN00 \ �J FOR CLARITY r, NOTE: = T *FOR BEARING WALL - -- _- W/ UPLIFT ONLY = - -i I I - FRAME WALL TO C.M.U. WALL CONNECTION / D� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° ° GRADE 00 III.... —I (1) #5 REBAR w/ OPT. 11=SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS �_ TTI M , —T ;I � �=I 111 I ' .•.• ��::• °_ Il I_TI � I I— II�TI�111� ° ,4; Ii 00 .I I_ -ICI— II a"':w � II III-' SEE A/S3 OR J/S6-*- -I I i III T,lil„ 111 I . FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 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 „ _/ 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF a " BLOCKING 5/8 OR 1/2 HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ @ 12 O.C. w/ (2)12d TOE NAILS 5 „ „ „ 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 TOP PLATE SIMPSON SP2 w/ (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 1U-0" (R302.11) 2"°x3/16" 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 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" 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"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS /21� 6 x 6 W1.4 x W1.4 Z 31/2"MIN. WWF OR FIBERMESH 31/2" MIN. �` WWF OR FIBERMESH ELEV. -0-3 1/2 � A. F. F. p LL I I=111=III=1'31 /2"(min.)- 4" 9 _ � I=I 1=I IT '31 /2"(min.)- 4" N - - _ D ° I D ° 31/2 min. - 4 III=1 I I I —I I1 III=1 I 31/2 min. - 4 _ 1 it (2)#SCONT. ;,111=,11111�11�,11 ,; TIC' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP (a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C @ INSULATION PER FBC AND ENERGY Ica �N�o FORM SUBMITTED WITH PERMIT / 2x BLOCKING HORIZONTALLY@ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 INTERVALS NOT EXCEEDING 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8"THICK. @ K.O. BLOCK PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED IBAR PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE _ p . D = — -- _N DD FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER =1 I I I I t> D ° I I=11 1=1I 1=I =m °O I �117-1 I __ Z 14 REINFORCING BAR R 1 7/8" D rr I I==1—T 1It JAP COMP. SOIL. (COMPACTED TO III • D ° - 95% MODIFIED PROCTOR ASTM �= I I=T=1 r I=1 I I=11 1 11=T_-1 11- D1557) I,�I i 1I � Ito I i I F1 Ii I� I IF 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 I— =T �I I I_f_ 4 �T (2) #5 CONT. -T 1,1 1=11 11�=11 I I I—I81- ' U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS LLJ 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W D GO ICI —ICI —ICI m ° 1=,III—III-1I I I W I=1 I —I I I 1=1 D• FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN r ' 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM VP& LAYOUT DESIGN v,aT�,a aLv,rw nsslsT Inc. SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 00 -' ® jt tin+r .A,SS"St, ✓�� feted and a d BEAM SIZE & PI^"n`Z t:+ t r f' th I. CONNECTION INFO for con tali ,tea" <. 00 Edition by Oebr`�'','' "' P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB _400'4" J CONT. BEAD SEALANT Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. a -31 /2" h GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 M WWF OR FIBERMESH Cl) ao E N I I —III M 6 MIL VAPOR BARRIER '—III III III III- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 a 2x4 P.T. PLATE 7n s� O.S.B. COLUMN LOCATION S 4 I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE 0-1 j Q J SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. Cn SEE DETAIL 16/D1 FOR ECURE 2x P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w - SIZE VARIES PER PLAN Q w/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) w BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. _ _ - _COMMUNITY SPECS S I (2) #5 CONT. =1 I 1=111 ON 3" CHAIRS $" 1'-4" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (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 —III—III—III o III III—II1=1I1=' r 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 Intl nrl+r nn rnn VARIES C -, C iAH A .. \AH A SEE A/S3/J/S6 17e 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 I � MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD _ CONT. FOOTING STEEL I I MAT REINFORCING. r ' 00 GRADE— — M w - -- • z�w� II - w �aw� -- _ Owcni • s • • = z Oo - - - z< ILLi�-i� M Q - FOOTING --= I ' '= i � BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH TH D SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. �S3 r-- I tgg p Efos�9pp •oo �� `rA !k' Fed 'eegSR 9 �`e , i`le€i Sf tt Fn -. 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 Engineer's signature and seal. WN � 0 J O 8 li Q LL 0 Ism N O � W � ao a) N a ro sU°° N M iIi a U) rC; N - v J 52 LL O W Co LL 'i a Z p; cum -`6c m� LL 01 �r y 0 W o 0 2 r- W 07 `YS W Z m W - n In m Z Q o� Z N O U O W ❑ ❑ ❑ z N M o z N 913 z � � Q $ J U1 M z = Co. O 0 1 ' ° U 0 a/ f �N Cu, N U) U W J �, `•.. wigL _ � 8 z, L N I/=� V N r N 0 0 ® p o w Mw co o Z Q g J Q E E o wz z© c 0 I— — X V aQ 00 �U U¢ a 1_ N M w Qo az � - m� o Z, �m aw � -' Cn 3 < � Z z g° Q j U > S wLL <2 a yF CzD az F ?: NJcD o v wa za '0 a o3 ° T N >� a) m c-6 N o r �• c o O ' CV Ll—> o L O C: In 00 N C� N o CN Q Ln d L f 00 LO r E w ? CD o z Cu Z � N c m a U 6 a JOB NO: 22-03339-03346 SCALE : AS NOTED SHEET N0. S3 (MONO)