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11 1 IWi.:. L . y i _li .. ► a_ 4.a� ter. l..1 1. ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 -1 17T P') VARIES TY 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 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 31/4" TAPCONS @ 24" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER , n e - F:�) SHINGLE ROOF, SHINGLES TO A e . s. BE IN ACCORDANCE w/ ASTM I 0° ' p 4 D7158-CLASS G or H, or ASTM of, D3161-CLASS F, IN _I I ° ACCORDANCE w/ TABLE I I I ( r R905.2.6.1, FLORIDA BUILDING = _ I I — —1 I F CODE 7TH EDITION (2020) 811 RESIDENTIAL 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 ")V @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL NAILER STD. 90-HOOK (SEE DETAIL) 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 r2 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C Ef d' ep00 Z_ Cl) et n 6 MIL VAPOR > z BARRIER ; p i C • • COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN, CLR. ON CHAIRS TYP. #5 REBAR CONT._/1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS z M • 4" 00 r SEE A/S3 OR J/S6 Tin T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 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. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (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 (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) 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"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 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 OIL R.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 2„ Lx W1.4 x W1.4 ATTACHMENTS — 2 6x6W1.4xW1.4 ° @ 24" O.C.) OR FIBERMESH —WWF OR FIBERMESH ° a ? 31/2"MIN. 3112"MIN. a 4 ELEV. 4-31/2 a ° ° ° ° ° 2x4 CONT. ° ° a A.F.F. O t> Alf ° ° ° ° ° o =C14 ° e ' 1/2"(min.)-4" ° GARAGE DEPTH VARIES ° ° ° 31/2"(min.)- 4" — ° • 31/2"(m n) - 4' - °— ° (2) #5 CONT. 41- 1'4" 8" (2) #5 CONT. 4„ rrr ,-411 8. GARAGE SLAB AT STEP rB �A MIN.TYPICAL BEARING WALL STEP_ "TYPICAL BEARING WALL STEP SHEARWALLrc%�� C"- rcC SCALE: 3/4 -1-0 S3 "SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1-0S3 CCN•��NVCJS`l oS�c��E 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 905- E NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C 10 ��N �o s �c� NZ�N LOAD BEARING OR INSULATION PER FBC AND ENERGY �' co 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: SEE SECTION C/S3 FOR 10'-0" (R302.11) _ � #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING �� 10 -0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" „" 11 " " „" �� 5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ (IF NO UP LIFT ON 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 2x P.T. PLATE O.C. WI 7"EMBEDMENT (MIN. SHEAR 6 1/4"x31/4" TAPCONS () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR 'a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 W/ (10)10d NAILS �„ 2x P.T. PLATE r WEEP SCREED INSTALLED a �� END OF 2 x PLATE - WWF OR FIBERMESH TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w o e e GRADE ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a A Z r> p e FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] as g m s. 4 MONO OR STEMWALL ° FOOTING MONO SHOWN FOR CLARITY D o _ _ °O 6 MIL VAPOR BARRIER C a ° = -' T „ R 1 7i8 LL' LU — — —_ ° e _ — — ° P P I=III=1 11=III= 1=I 11=I N Z #5 REINFORCING BAR , ° pI>D ° ° III-III=1 I-III=1 I I -III- z • #5 LAP SPLICE m NOTE: *FOR ° p D g III � —I I —I I —III-1 —I 1-- N COMP. SOIL. (COMPACTED TO — ° ; 36"MIN. LAP [36" MIN. LAP] ON 35 CHAIRS m g" 1�4" g° BEARING WALL I=1 I-1 1=1 I I-1 1=111- (TYP.) W/ UPLIFT ONLY _ _ _ _ _ _ _ __= I 95% MODIFIED PROCTOR ASTM _ — — 10" I I I=1 11=1 11=1 11=1 I I=I I IE 111=1 11=I 11=1 11=111=111=1 III. 1111111111 111111111111111=III=III—III=I I i l l l l I I=1 11=1 11=1 I l D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HQOK I l l l —I11=1I I —I I1=11I--- — _ l l l #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH min.) 4"/ 10d NAILS TO TRUSS TOP CHORD " FOR TRUSS = ° • ' 4 a _ a GRADE AT 24" O.C. MAX. _ " " CONNECTION INFO SEE PLAN FOR ' " a °O ! TOP OF BEAM &LAYOUT DESIGN a (1) #5 REBAR w/ OPT. SEE ROOF PLAN 00 •A CIA 'r c a; ' ° .0 ° M _ I E NCLOSURE (2) HTS20 FOR STRUCTURAL — �IS� BEAM SIZE & 4 — CONNECTION INFO M ° d' 4" MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" �S3 1/2" GYP. BD. P T 2x 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 ix j SEE TYP, WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION HOLD GYP. BD. 1/2" FROM SLAB "CAI g w o COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 010.1J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND ' .. .*A ': ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE EXPANSION JOINT a`. -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND 13 a ' ' ' 7 •- � GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING O.H.D. RECESS •' ATTACHMENTS & 18/D1 RR D U.N.O..N. 1/2" GYPSUM WALLBOARD FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8 ATTACHMENTS EXTEND FILL CELLS c _ TO FOUNDATION PAD '' • . :. •' :.. • . ", " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' M ' ' ' • ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS oo GRADEa ° I •.. .:. 4 „ 4 I oQ TENSION 120#) CONCRETE SLAB E FILLED SOLID (SEE PLAN FOR - .'` •- = `° 6 x 6 W1.4 x W1.4 cat SIZE AND REINFORCEMENT) C7 11=III ° ° • =1 I= I=1=1' .y : •,:.::'00 ' T WWF OR FIBERMESH �, 11111111111111 1 LU o a n 0 71 I I I I I I z I I � BRICK PAVERS or SLAB PER _III p o - I=1 ! • ° a _ N a — 0-0FIN. FLR. COMMUNITY SPECS " � — I =III=III=III—III I =III=III—= w I SEE A/S3 OR J/S6 - I , I I i-f M 6 MIL VAPOR T— — — _ =I I I=I =I I=1 =III ill=l I=I I= FOOTING FOR REINF. INFO. �� 3 MIN. CLEARANCE BARRIER — — — '' I-1 i— I-1 —I I I -I i t-l—' BEYOND —' 1'-4" (1 ST RY) PAD REINFORCEMENT-)-� I—III—i 3" MIN. CLEARANCE 1'-8" (2 STC RY) 4" 4" �,� �„ SEE FOUNDATION coNc. PAD INFO. (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 314'=V-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0 � 0 CO 0 N o�t451l1!/!I! tco ,s0` t E 41/K0 i,�� lr � PE78750 r r LU • -" P•�: 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. Q of It- Q p N N a J LL V N C R J 0� Noa LL0 � 7jsla_ii ��Ysnn o Z _ W Y E N !9 m O J "j. CD Ci a to N Cl) Z y O Z pV v_y W 000 Z N n z a CN U) CN v1 -J N € zC2 •U OLu V) �N c W zs U � c ¢ N 0 � 0 II� W M E = o Z 0 Ws � Y N <� Q E00 F— r6 R0 U �, oU 0 C:)p E N � L ¢o 6p az �� ms ro c C U m 0 0 oLL Z Z Z J Y Z ~Ow �20 50 a0 Wa yw O ��zyy �3 SO ol0 Mill 0 zk 0 3 O (0 m to L c � f0 T— .> O s Cm V (0 �-• r*... Z N co tt O) r C)LO rt r rn M N E M o Z z E O N N c a CO U _j Q pre JOB NO: 21-4277 SCALE : AS NOTED SHEET NO. S3 (MONO)