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C I v Cr 0 N I L0 CD 00 rn v N i M _N I c I 0 Q 0 CV CV I Ln O N J 00 I rn N i 0 v, c a N ON O a E W E S v J i LZ an U 0 UI i ,a 0 i 0 0 0 J 0 N N v 0 0 a 0 N v 0 M m Su 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 I INSULATION PER --� CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL U 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 1Ad TnFNAII S T A R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE, d PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" 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 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER o e SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM - - - - °' ° - - o D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ''T ACCORDANCE w/ TABLE _ -_- - - - - R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 8 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-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 "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 W a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE CV ' e u r \ Z I M 6 MIL VAPOR o z_ BARRIER ; p 1 D COMP. SOIL. �101 (COMPACTED TO 95% MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/V-4" (1 STORY) CHAIRS TYP. STD. 90 NOOK (SEE U.N.O.O 4" V-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 PAVERS / DRIVEWAY CONCRETE SLAB PAVERS GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES s M 2x4 CONT. I GARAGE DEPTH VARIES GARAGE SLAB AT STEP B SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. I 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 I (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10) 10d NAILS , 2x P.T. PLATE �,P I ASSUMED FINISHED n GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY - ;0 NOTE: FOR BEARING WALL CV W/ UPLIFT ONLY t- FRAME WALL T .M.U. WAL CONNECTION 0 C L rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° " v GRADE 00 a ! 151 7171' _ 1! g- _ (1) #5 REBAR w/ OPT. RIF _ 6 =SG SEEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ 14" 13" O.H.D. RECESS z O.H.D. RECESS _ Cl) -77 Cl) a. oQ _ :. OF 4' 1 SEE A/S3 OR J/S6 —I I Ii, . , I I 111 -11= FOR REINF, INFO. L 3" MIN. CLEARANCE V " (1 STORY) / 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. SEE A/S3 OR J/S6` -'L I I I InTLL I - FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N i �V j �V 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 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /8„ GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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 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/ SIMPSON 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" OIL (ALT: 1/2"x12" 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 x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2" ATTACHMENTS — /2" � 6 x 6 W1.4 x W1.4 3 1/2 MIN. WWF OR FIBERMESH 31/2 MIN. �/ �` WWF OR FIBERMESH ELEV4-3 1/2" A.F.F. p w N c P e. n —P r31/2"(min.)-4" 1/2"(min.)-4" 00 31 /2"(m n.) - 4"� I III If° • 31 /2"(m n) 4" - Trtl I I I I T L_ I 1104Y (2) #5 CONT. ' I , „ (2) #5 CONT. q' - I '� — T—i—T�, TTT— — t TTT- 4 1-4 8 U.N.O. MIN. U.N.C. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP K`CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING O S�CVp,E 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 STUDS @ 16" O/C �N J ,GON�\N INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING r SPACE ANCHOR 3500#, MIN. TENSION 2600#) FIBERMESH WEEP SCREED INSTALLED � BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N PER MFR INSTRUCTIONS END OF 2" x PLATE WWF OR FIBERMESH #3 OR #4 REINFORCING BAR o N — e Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi e u A D FINISH GRADE oo 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g _ I — Ib n D — — CD —- - 6 MIL VAPOR BARRIER - P ° TIT = _ TIT TTTT 1T, N � °D z `� R 1 7/8" TI _ n , I Lam I #5 REINFORCING BAR • —_1 �I�-�I I #5 LAP SPLICE (2) #5 CONT.- COMP. SOIL. (COMPACTED TO - • °8" �f- ! I MIN. 36" LAP [36" MIN. LAP] ,. , ,-' ON 3" CHAIRS 1'-4" 8" 95% MODIFIED PROCTOR ASTM - 1>1=f11 1TJzvm 10" (TYP.) D1557) - 4" m-m� V-4" - #5 STD. 90 HC10K #6 REINFORCING BAR #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SEE PLAN 1 112" RECESS FOR ARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.)T1 WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° 4 SEE PLAN FOR _ _ &LAYOUT DESIGN - - - TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL c - - - - Kr ,= I a : ° e aL17 c) -� BEAM SIZE & N a 9•' : i CONNECTION INFO 2x4 P.T. PLATE ' i 2x4 #2 SYP P.T. FRAMING w/ ins MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T - _ 8" o.s fi. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE 1/2 GYP. BD. COLUMNIOCATION a SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w ? SEE PLAN FOR STRUCTURAL SLAB INFORMATION. „ HOLD GYP. BD. �_ w COLUMN SIZE AND BASE 1/CONTO. Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 0 BE D SEALANT SCALE:3/4"=V-0" S3 • Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE a' -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND ' •` GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING v ' ATTACHMENTS & 18/D1 I I 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 � EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. _ TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CON=. FOOTING STEEL I I MAT REINFORCING. �' ' PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN Cl) (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS oo ? GRADE- -j TENSION 120#) CONCRETE SLAB E L FILLED SOLID (SEE PLAN FOR -j ` 6 x 6 W1.4 x W1.4 Uj w SIZE AND REINFORCEMENT) c3 � • ;0m WWF OR FIBERMESH MLU 1= a w - v -E BRICK PAVERS or SLAB PER 0 LU o u' _ • • • • z 0'-0" FIN. FLR. COMMUNITY SPECS Cr M 6 MIL VAPOR _ — _ _ _ _ _ - -J FOOTING � BARRIER -I I I I- - I I I BEYOND - I I I -I I- I �LI-I ' ti _.• . PAD REINFORCEMENT—/3" MIN. CLEARANCE „ 4 „ 4 r�.•'► 4. ;, SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ' .. y, CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING (CD�12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: 3/4" = i' O" SCALE: N.T.S. �S3 N C� .-Q• o o C3Cxz � W t _ U t�1 n O c eb V CV �my< CU �o CV C 3 no o 'c dasW E 3 3 ``o w = o � `D Eo ci u O � l `. .•' •' N ^ a- GrN __ OF tv F t.0 •'�, o• �� 1Gt_r,`�� To the best of the Engineers 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. Vill W E 0 cco, po Oq rNi a # " a LL w LL� a a Y 0 W a t0 D o W cngQiOi m uu Z V LLZ Q Z N O U U ii W ❑ ❑ z N c+J z z W LLl � U � G 0 w 8 .) r N C__*j �N ru v Q 0 0 N o cD w z E o �® o VC10 w a o� w F_ O Eo $ D o o� N n3 wo aZ wz M:3 om m� z� zc y 8 o U nz �F W U ?I ao w �o a UDUD a' c 0 CD a; LL CN f CAD H O CN a> co N L r— C N N 1T ci Cr LO 00 0 m U O 00 ICY) 0 u!7 �--� � N L C) o0 O '- N CD r (0 N T— ui Co M ` LO v; N 0 Z Z E 0 c a E U JOB NO: 22-12493-12498 SCALE : AS NOTED SHEET NO. S3 (MONO)