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cV 0 0 00 Cl- 0 0 N 0 0 00 45 0 4 00 v cn I I I I I ' I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR Ys" 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"x16" 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'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 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 GYP. (MIN.) @GARAGE SIDE IF z INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD A LE APPLICABLE. � 3/8" MORTAR BETWEEN 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN TRUSS 24" O.C. U.N.O. �° 2x P.T. PLATE 1/4 DIA. X 3 1/4' TAPCONS @ 24' O/C & SLAB & BLOCK "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 "J" BOLT @ 24" 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 W1.4E:3 r 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 `' ELEV. 0'-0" OIL (ALT: 1/2"xl2" 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 2rr x 6 W1.4 x W1.4 INCLUDE THE WALL 2� 6 x 6 W1.4 x W1.4 ° ° SHINGLE ROOF, SHINGLES TO a ° @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH BE IN ACCORDANCE w/ASTM —III=I I(=III—I m ° IIIIIIIIIII= I=I I I=I I I=I 11 1 1=I I=I I=1 z ELEV. -0 -31/2' -D7158-CLASS 31/2"MIN. 31/2" MIN. G or H, or ASTM F, INI1 T _ _ •A.F.F.I_I I I-1 I I —III —I ° I I=1 ILI=1 /rvl� I=III III —I — —_ I 2x4 CONT. ° °— . _—° °D3161-CLASS 12 ACCORDANCE w/ TABLE _ '' I=III=1 I 1=111=II1=III=I 11=II1=III=III=� I I __ o —_ - ° °° �I 1=III=III= I'31/2"(min.)- 4" ' b — 1=II1=_TI=11/2"(min.)- 4" (TYP.) V RIE A s R905.2.6.1, FLORIDA BUILDING — t -11I III=III=III=III 11I=III IIII i ,I I I I—III—III—III—hI I —III- I I GARAGE DEPTH VARI ES -= _ _ _ _ _ _ —I_!_I—I 11- ° • — — — r3l'/2"(min'.)- 4 111 I I I I I I I I — — — — —III—I : ' =___ i� __ — I- 31/2" min.) 4-III-11 I I I tCODE (RESIDENTIAL 7TH EDITION 2020 (' I I I IIIIII I I III — — _ 8" _ =III _=III=III=I I 1 1= -I I T II —I I_ III —III INSULATION LE ROOF SHEATHING - SEE11— HFOR N TYPICAL INTERIOR BEARING (2) #5 CONT. „ 4 1 4 8" (2)#5CONT. II I11—I 4 j g FRAMNGSHEET U.N.O. MIN. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP--"' SHEARWALL(�C� TYPICAL BEARING WALL @ STEP rcc",� ` �� ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-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 �P�� BOARD PER CODE OR 5/8" "X" ALUMINUM FASCIA GYP. TYPE @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ens 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. 2x STUDS @ 16" 0/C CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°N 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 #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER8" C.M.U. TYPICAL SEE CC/S3 OR �„ G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-H OOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE 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 O.C. I EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# ) 6 1/4"x3 1/4" 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 , SPACE ANCHOR ^ ARCHITECTURAL w/ (10)10d NAILS �,, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a w o BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 ,I c END OF 2" x PLATE WWF OR FIBERMESH T . 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED ^ E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w D GRADE \I ° ° ' ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy_ - 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL O MONO OR STEMWALL z ° •' M — — — ° D °. FINISH GRADE °O [GRADE 25' MIN. LAP [30" MIN. LAP] 60ksi] 60 MIN. F - a g m o I=1 I=III I I I III=1 I 1=1 i CELLS (SEE FOUNDATION PLAN FOOTING MONO SHOWN co FOR CLARITY " —I I—T=I —) 6 MIL VAPOR BARRIER �I I I I11 n ° - I I=1—I I=III—_ 00 W LU R 1 7/8" `� I I=III=I IT I I=_ ° • • I 1x4 P.T. BASE NAILER FOR LOCATIONS) _ _ - - ! z I I I T—I I -�=�_ 11=II=II=III=III- r z T #5 REINFORCING BAR I— - I I .1 11--=1_TI—I 11 T—I=1 -� ! 1�= r III I III ° 1T1—ITI=1 I I=I I I=1 #5 LAP SPLICE (2) #5 CONT. I- 3 1/4" BASEBOARD PORT AT EACH _ NOTE: =_ - - ! N FOR BEARING WALL k - T COMP. SOIL. (COMPACTED TO 1 I 1=11—II1=I I I—1 I I —_ 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1' -4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ __ _i_ 11 =11 95% MODIFIED PROCTOR ASTM �= I I=I I I=LI I=I I I=I I I=III=1 .111 (I— 10„ MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER c0 AT GARAGE CONTRACTOR U) _ ,_ _ D1557) 4 —I I t I�i—I t I —I I t—�— #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE To SLOPE - -I_ = = I' � � � #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND = FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/UPLIFT G "FIBERMESH" ^ DECO FINISH 4" to 6" BELOW GRADE SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL 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. r �,-II—IT_1=I I ° e° 12 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° 6 MIL VAPOR IIII ° r op I I = - z =- 3 1/2" WWF OR FIBERMESH min.) 4" FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS S.G.D. (U.N.O.) WWF OR FIBERMESH ° BARRIER I I r I 4 AT 24" O.C. MAX. D , D • I I ° GRADE SEE PLAN FOR CONNECTION INFO ��; e -I I I II COMP. SOIL. 111I III I I= TO T - O° — — — —_— — — TOP OF BEAM & LAYOUT DESIGN —� — (COMPACTED 95% MODIFIED PROCTOR 11I I I1 I I I —I I I I III -1 11= I 1=_I1-11I = _ — - 1 #51REBAR w/ OPT. i 1= I i=L= 11=SCREE�1 ENCLOSURE (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL ASTM D1557 > =III—III=III— —� — "'—= =I I III III —III III=1 I I- BEAM SIZE & N ' T— 3" MIN. CLR. _ I— I � EL I i- CONNECTION INFO d r M O #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. 4" IV-8" V-8" (2 STORY) STD. 90 HOOK (SEE DETAIL) ) 4r1 11 I I— MIN. Q w 2x4 P.T. PATE I I 2x4 #2 SYP P.T. FRAMING w/__ �- — — - SEE A/S3/J/S6 Ir 11 7ns I MIN 7/16" O.S.B. SHEATHING �` 8' TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L °'S'B' z ATTACHED PER NAILING FOR REINF. INFO. ° OPTION #�I SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 w > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x co�uMN �ocATloN ¢ w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. � HOLD GYP. BD. w COLUMN SIZE AND BASE rM 2 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0r 0rr c7 CONT. BEAD SEALANT ,� SCALE: 3/4"-1 -0' = ' S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS /DRIVEWAY BLOCK WALL BEYOND EXPANSION JOINT _ e < ,e ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. ,"' d 31/2" ° SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL °''! SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _ A .: A _ - GARAGE ATTACHMENTS & 18/D1 PAD FOOTING q z PAVERS �r; r 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 = A.' ' M • `� r !• • , EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL TO FOUNDATION PAD MAT REINFORCING. r ' '' 0 —11 I —III= T Q I 1=III= • •• I I=III—I I '° '.'• _ —1 Q I I I I I PLATE TO CONCRETE MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w_ ¢ SIZE VARIES PER PLAN w/ MIN. 2 #5 VERTICALS co - z O° GRADE �j -1 . 4" — -III=T • ` I =III —I I •• =11= co -IIr1 A. �• '4 ao III —III _ (=1 I (_ TENSION 120#) CONCRETE SLAB -- d 6 x 6 W`! A x W1.4 N _Uj w w FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c� • __� •a •. III-1 -III—I I •� —III- I�I=III 'Q •• • ' _—I -III—I I I —III- ^ c _ _ _ _ a T WWF OR FIBERMESH cl) _ a ' Cn BRICK PAVERS SLAB PER _ a Lu W Q O W �, w = _ v z =1 •' z a 7_III III T 1=11 III=1 I °-- . - N I=111= I = �' II1=I — '' v— or 0 0 W CO _ _, a 1 r "' Q _ SEE A/S3 OR J/S6 1 1 II-1 II I�I I lTfI �- I I—� • 11 - _ _i I _ _ SEE A/S3 OR J/S6 I -I III —III „ I I I 11- III COMMUNITY SPECS — I I I I� Z I-111iI11_ I I I=1 I I=1 f (=1 I1=1 I I — _ FOOTING 11 I I— rr FOR REINF. INFO. 3 MIN. CLEARANCE II ,II FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER _ l,i— � _ 1L 1L ! 1111II I�I I L�IIII I _I _- Ti � � --1 -1 BEYOND 1' 4" (1 STORY) / 1 -8 (1 STORY w/ DEPRESSED SLAB OPT.) 1 -4 (1 STORY) ,IlI�I I I� -•�• :. • :.•. °• . v°• PAD REINFORCEMENT , � 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 STORY) ( ) 4" 4" S ~ �• SEE FOUNDATION coNc.l=ADINFo. FOOTING WIDTH �' ► ' •' .. '...:...... SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGKCD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. �V C O CD W O L. Q- C- CM _ U f0 C', — m ++ C L.L d N f4 O u N O O N 41 C. c r y CC CC � v tV < .. r •��rF"��tif/d:lla °� 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 engineenng portions of the drawing pages bearing Engineer's signature and seal. 0) W �E 0 a O O _r (N H ter1L V N m � z N c� Q C J LL U- 52 U-I'L• w a ,n -j Z — O rhC: o 13 w 0- Y 51 iV w M mc"co W o 2- rn O Ox W � Z rb N 0 m w Q N O U L) z z W ❑ ❑ M � o � N z o � -o J CL � V z IR C V O L, a--j cn U OLIJ o N � w w.• W J — — E Gig= z (✓ O N c a' Y Q O ® Q v) �mN ti a w Mw¢ M o z z G o CD-0 E V �'z Q� zo �� I--• x o o J mm < ¢w zz N oa z go = U LU <o a - o� ¢U F3 O O O Coo < r a ? o- z ¢T 1 0 C O i ` >� J L Q I� L Cu A CIO C) 0 Y — T Cu U) N m co LO r Q O N -�00 C) 0') LO r LO oor E M 'E iri o z t6 Z � E 10 m Cu a U 0 Q p -� JOB NO : 22-09409 SCALE : AS NOTED SHEET NO. S3 (MONO)