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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" 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 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Rr1 TnFNAII S T P.R\ FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r 11/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. 4 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E 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 MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM =111=1 I I=I 1-1 M�91=,Ll I ° I I III -I 11=1 i I —I ;- D7158-CLASS G or H, or ASTM I (=1 I I=� D • 1=1 11-1 D3161-CLASS F, IN 'I-1I� ,I�1 I�I—I ° ACCORDANCE w/ TABLE "I =1 i I I=1 11=III=III=1 I I —I I �I 11=1 11= R905.2.6.1, FLORIDA BUILDING L I I I=I CODE 7TH EDITION (2020) CI I 1�'ITiI 111 l 111 i I F RESIDENTIAL 8 ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" -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 1x2 PT WD FURRING @ 24" O.C.—/ 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11' NOTE: EXTEND WlAXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE !_ �_ r ° - °° 6 MIL VAPOR I _ D I II BARRIER p 4 L N D: • I COMP. SOIL. �I (COMPACTED TO 95% III MODIFIED PROCTOR 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 rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/411=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 81, C.M.U. 111x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4"TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS _ r 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY 00 _ NOTE: *FOR BEARING WALL `V _ T W/ UPLIFT ONLY = i FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4"--,, z ° GRADE 00 _ _ G • EEI a _'-III—I 11—I 1 t-1 11--I REBAR w/ OPT. 11111 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 1411 13" O.H.D. RECESS Z O.H.D. RECESS _ _ 1 Cl) r e. }j. (� a �� 41I 11—I III - ��111=III—II .•a;'e.- _ T 111=11 I : ; . 41, .' •, —I a I 11I II I • I-111, SEE A/S3 OR J/S6 —'`l! I u- i l, lit l 111 IT - FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR)') / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS 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" 0/C EDGES AND 12" O/C FIELD 5/8"OR 1/2" HIGH STRENGTH --� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _\ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 ELEV. -0'-3 112" �� �31/2"MIN. o CIO 7Pr -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ' BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 0 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. 1/2"(min.)- 4" J I/L ,I111{I. —1; 11 I III I I I h-Ri I I I 1 i I1 I I —TI IT, 1Til I 11=1IIII I� (2) #5 CONT.I —1 =111 �_ TI Ir ' 411 V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL C� STEP C� SHEARWALL "SHEAR WALL" SCALE: 3/4"=11-0" SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C U INSULATION PER FBC AND ENERGY 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 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH - 11= 31/2"(min.) - 4"�EVIL _ 11 ITI IIII I ITI— 11=1 I 1=1 111TI� (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL" STEP SCALE: 3/4"=1'-0" 6 x 6 W1.4 x W1.4 WWF OR 11=(I 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH 1 WEEP SCREED INSTALLED BAR --�� PER MFR INSTRUCTIONS Z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi c� d 1. D D ' T r� _ b p u. FINISH GRADE °O 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] I_f=� I _ 6 6 MIL VAPOR BARRIER71, _. T MN-TilFEE—, #5 REINFORCING BAR R 17!8" —� I I ICI i i—III— r z I I �I 1=1 r=1 #5 LAP SPLICE COMP. SOIL. (COMPACTED TO II • D ° , I —TT-F-LTrT 95% MODIFIED PROCTOR ASTM D1557) — I I III-1 I r TI II—I'I I 1 I I- 4" 11-411 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=14" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 211 HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAIS re — ¢ INTERIOR -3 1/2" .a a d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 1 _ CV M 6 MIL VAPOR — --� BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=T-01' —2X STUDS @ 24" O.C. U.N.O. GARAGE GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN ! CONT. BEAD SEALANT E T 6x6W1.4xW1.4 IN ' WWF OR FIBERMESH ) CIO G' w I K S3 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS K�F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" Q.C. MAX. xnr- SEE PLAN FOR TOP OF BEAM (2) HTS20 — aW P2x4 P.T. ATE 7n6" O.S.B. COLUMN LOCATION z w O ¢ > > w J � w Esw w U) SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z w 0 � w J W o W W 01-01, FIN. FLR.jk NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU D U CO I i Il--III m ° b . W �IIITIIIIIII P co (2) #5 CONT. =1 11=1 I I ON 3" CHAIRS 8" 1'-4" (TYP.) 1/2"(min.)- 4" IM 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (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 �, E . D. O III - III PIT. 9 TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO ° & LAYOUT DESIGN a — —� SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & 1IT _ CONNECTION INFO co II . ° a ,d �7 11� 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � gff ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO, SLAB STEP & RECESS S.G.D. rM SCALE:3/411=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M W/ MIN, (2) #5 VERTICALS O° GRADE FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c� • Z 1--W Q U BRICK PAVERS or SLAB PER 00 v • •' • • z COMMUNITY SPECS " ¢ ...;.V W 0111111111 WMA 1� e� 0 r.o tY7 0 :P. LU ar� co m y+ C tL d a <o o •tn c0 M �odd-C2 I N ;5- E M N O N N CD s i Lba 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 Engineers signature and seal. rn O aco 8 � o I O N O N m 0 N m r n fn U)I-- r-a N O C aui # LL LL _J J L.L LL• a- y'�°. _ z o D d Y 12 M N O Y W O N M Z ¢ J N OU ¢ U U U W DO q) z N M — o � N z o � —o Q N zEMI W �J �N 4.1 L1.1 m U O W o v W J E N IN v a c U' Q ® ®YmYm N Is o z W � M J za O z z 4 � =o zo C- p E VCU ❑� w= z® pa I--" r6 a � g a 00 a o° Zr Z's —m J ° aw s< '0W 3 � T 0LLa yF oLL r3 =H o Jw <� �o �C) J LO °' m Q 0 (� O r _M U 0 4 W m T QI N O CD CDCD LO N LO r LO T M o Z Z:3 iii E O C E UQ cc JOB NO : 23-04909 SCALE : AS NOTED SHEET NO. S3 (MONO)