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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR / PLAN �f/ 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING _\ @16" O.C. W/ (2) 10'-0" (R302.11) 1 Ari TnFNAn R T R R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I /-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 3114" TAPCONS @ 24" O/C & •� HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. 41-ON 3" 6 x 6 W1.4 x W1.4 INMETAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `' MOISTURE BARRIER ve SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM ll—III—III—I m —III-III-III- D7158-CLASS G or H, or ASTM I �. ITI== III=1 • 1= D3161-CLASS F, IN ACCORDANCE w/ TABLE _ 111=) 11= i=1 I 1=1 I I-1 1I- R905.2.6.1, FLORIDA BUILDING III I 11=1 I I—i I =III I I I=11 CODE 7TH EDITION (2020) 8' rl I I I I I I I I I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-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 ARCHITECTURAL 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 Uj NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE - _Z o 6 MIL VAPORI BARRIER I , D C III —I °• 11= N COMP. SOIL. ° (COMPACTED TO 95% nl I T 11m MODIFIED PROCTOR I TT ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4' (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE 4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS -]/FO.H.D. RECESS z SEEA/S30RJ/S6�ILIII Illlillll IIIII FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-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. 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- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 2x S.P.F. STUDS @ 16" O.C. I I I I I I I I I I I I I I I I I I I I I I I I I 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 s „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END HEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFY 8CHLDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (04 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. y (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 10'4' (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION li 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" 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"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. 211 OIL x 6 W1.4 x W1.4 ATTACHMENTS i2" 6 x 6 W1.4 x W1.4 O @ 24 O.C.) WWF OR FIBERMESH -\ / WWF OR FIBERMESH " a v ELEV. -0'-3112" z 13 1/2" MI �31/2"MIN. 7 1 d e o - _16 a n ° A.F.F. p t> G a 2x4 CONT. U_ ° ( _ ° f I�=TI I-ITI- 31J2"(min.)- 4" q� _ I I I=1 I1=1 1=131/2"(min.)- 4" c -jr _ _ =1 —ITI=1 I �I _ _ o — 1=1T it t 1- GARAGE DEPTH VARIES a n V . 3112"(min.)- 4" III=III - —I I 1 III- 3 1/2"(min.) - 4" III 1=�00 il- I I I I_ fiT=1 I =1 I I-1 I T�I I Il I I' '' Tl_I; �1TI I I I I-1 11=1 11=1 I I I I I�I I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N I 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS I I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED . I ' 11 H GRADE 0 � C 00 '7— FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" •- 2 1 1.1 q • ••r ■ BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS •� �. • — I I II�J-TI—fI•il I �..: .�;.• ' - 1Tf=1 f e _ ao I I I I�I I II • .4" 1 1 1 IE�l I I_III SEE A/S3ORJ/S6- - -'I!I, III,i,111111 II FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4xW1.4 WWF OR FIBERMESH 1 D —� I —1 —11 I D D .� ° 6 MIL VAPOR BARRIER , Ii 111 I I II I A I p -II IIIII • e (2) #5 CONT. EX = 411 V-4" 8" U.N.O. MIN. TYPICALBEARING WALL'--" STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" eos 2x STUDS @ 16" 0/C \ 10 M�N�o s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F740kSl] FINISH GRADE °O [GRADE 60 MIN. F 25" MIN. LAP [30" MIN. LAP] #5 REINFORCING BAR R 1 7/8" --\ �I I II II I �I II I I� r #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM III �_=1_TI=1 I f 1(1 1 I f=r 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01, SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0_� 1-0 CONT. BEAD SEALANT a A. Q INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C _E = _ N I I=1 11= 11- F I 11 Cl) 6 MIL VAPORI=1 I=1 1= ��L BARRIER ;III I I II 111I=11I ==,I11111111111 „III_, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE -1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N I WWF OR FIBERMESH co — A K S3 36" MIN. LAP [36" MIN. LAP] 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 (2) #5 CONT. - 4O 11 11 IIiITI l III H , 111I81 U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE LU W C 0 g I —I I —I I —I I I W ' I —I 11=1 I I 11=1 D• ''—III—III III —I ° (2) #5 CONT.-,' =1 I I ON 3" CHAIRS (TYP.) 8" 1111 CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"1 EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH CO . II —III —III —III o III III —III —III—' r E� TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° Al SEE PLAN FOR J4_ _ &LAYOUT DESIGN 4 ° - - - TOP OF BEAM ° - - SEE ROOF PLAN 00 a 1�,r T 1 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO M II ° 2I II 2x4 P.T. PLATE g 711SI" O.S.B. COLUMN LOCATION - 2x4 #2 SYP P.T. FRAMING w/ T� f17,1 I1 I I-=1 I 1 11I �,I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6+-' g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w o SCHEDULE x > SEE TYP. WALL SECTION FOR ADDITIONAL > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE Q W CONNECTION INFO. SLAB STEP &RECESS S.G.D. rM SCALE:3/4"=V-0" S3 SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I I ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ I I z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. N ' w SIZE VARIES PER PLAN M j w/ MIN. (2) #5 VERTICALS 00 ? GRADE a > L FILLED SOLID (SEE PLAN FORLu = =_ o w SIZE AND REINFORCEMENT) c0 = ? ,III a As I-11 I I ' LU BRICK PAVERS Or SLAB PER Lij p p = j _I • • a•n I = Q 0'-0" FIN. FLR. COMMUNITY SPECS LL i— e—I -- ! I- M 'I _I I < Q ! _ FOOTING -' 0~M ewe c.� Q V N , CLM X` W LL c -0 O - 04 <L Q Rf 0 (a C N N (D °� C N - a a"0 N +� N 3 � w v CL-0 =�- C O O U as p >>W P ow .•'' SSE b v � ) `e G O U °t110 a s pp sse F L.• j. tlssr ''•••., 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 Engineer's signature and seal. N W ti W N. vE 9 11- 0 m LLJ Q N 0 5 N C . W 3�� N � o 0 U)NO� fN co v n Q ju_LL u_ O W � a W 113 01 Z 0 m, LL 0 o o W0�6_jO' m W w Z too o N Z ¢ O J IL N OU �¢ S 0 W J ❑❑❑ M � z N C) o g z z Q J 7 M U) C%i z a0 `o U' Ca 111 mi O � o N �aI— co U I— J Rigu, U O N c rno O 0 ti o w Z ce E oa zs a E 8 I— ¢� mo X U Q O z'� N i ao wa ¢o o wz � w _ f z U .2 '0 o Ow Z F Z co _j m ,� Q W �Z W U o� LL �� z �w =r <O o� ~ �3 o w Q ;o Mj V a zla x .0 T E2 > d' 6m 2 m �---� �t M C cy Or Lfi 1� U O.F. V �o 00 r 4. M M N O O 00 O 04 O LO = o Z N z O to E N `m = m d E o () J Q 0 _ J JOB NO : 22-03915-03908 SCALE : AS NOTED SHEET NO. S3 (MONO)