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- - _- - -. • ��lci;.� ,��. - �,La.�>=1.:l11.i�,iul.;,1Ji: , i�l - - -- - 'ii.i._±iil �fi� ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T (Typ) VARIES i INSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 U-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 E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER > n ° SHINGLE ROOF, SHINGLES TO ' BE IN ACCORDANCE w/ ASTM I -I I 0° ' ' - CD D7158-CLASS G or H, or ASTM T ; • - D3161-CLASS F, IN ACCORDANCE w/ TABLE I IFir R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 811 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 "X" @ GARAGE W/A HABITABLE ROOM 12 N.O. 2x SUB FASCIA ABOVE) W/DRYWALL LSEE 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 NAILER 8" C.M.U. TYPICAL STD. 99HOOK (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 d NOTE:EXTEND W1 AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" GRADE v CV ' ° s ° - Z 0 I M � 6 MIL VAPOR > z '- BARRIER D • • N COMP. SOIL. ° (COMPACTED TO 95% 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" 11'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION K"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 PAVERS O.H.D. RECESS ;t z . r 4x - o0 T SEE A/S3 OR J/S6 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. ,�r ,✓r ,�r �r 5/8"OR 1/2" HIGH STRENGTH -�' ' (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ /2" CD d 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 BOLT @ r- " O.C. W/ r 2"°016" PLATE WASHER (TYP.) `o ELEV. 0'-0" h (ALT: 1/2"xl2" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR co ° ° ° @ 24" O.C.) a 2x ° ° ° ELEV. -0'-31/2" Z �31/2" MIN. ° °° a A.F.F. p ° ° ° ° 2x4 CONT. ° ° Lt- ° I° ° °° d ° - ° a N ° A' a ° ° p •. GARAGE DEPTH VARIES r31'/2'(min) 9 (2) #5 CONT. 4" 114" GARAGE SLAB AT STEP rB U.N.O. IV SCALE:3/4"=r-o° TYPICAL BEARING WALL 0 STEP Cq S3 "SHEAR WALL" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0/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. LOAD BEARING OR or EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING SEE CC/S3 OR N #5 VERT. IN FILLED CELL 10'-0" (R302.11) G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT no x n n n no n 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3l16 (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR *SIMPSON SP1 SPACED EVENLY FIBERMESH w/ (10)10d NAILS iv 2x P.T. PLATE TYP r ASSUMED FINISHED c GRADE r ° fl MONO OR STEMWALL ° z >J C FOOTING MONO SHOWN o 2 °O FOR CLARITY 6 MIL VAPOR BARRIER a ° . _________ _ p p o ° D ° I —III —III —III —III —III I III—III=111=111=III—III- ° NOTE: ° g ° i I I —III —III —III 11- "FOR BEARING WALL —III —I N 1=1 � -1 � I-1 =1 I =1 � � T COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY - - - ___ 95%MODIFIED PROCTOR ASTM I I I=1 1=1 11=1 1=1 11=1 11=1 1=1 1=1 11=1 1=1 11=1 11=1 11=1 11= III =1 �' D1557) - - -i 11-111-I 11=1(I=1 1=1 I 1=III=III=1 1=1 1=1 1=1 i—i— 11=III-I 1- 4° 114x TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2° WWF OR FIBERMESH �31/2" MIN. ° 1/2"(min.)- 4" _ v °1/2"(min.)- 4" 00 C3'- 1/2"(min.)�4- 08- U.N.O. -11 (2) #5 CONT. Ta 4" - • SHEARWALLrc--,� TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=V-0" S3 7 SCALE:3/4"=V-0" S3 cam'' Ra,1( Svc ��EG PGS 2x STUDS @ 16" O/C \N\MJ V5 INSULATION PER FBC AND ENERGY��c 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT / I INTERVALS NOT EXCEEDING APPLICATION NOTE: 10'4" (R302.11) SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 SOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) WEEP SCREED INSTALLED BAR - BOLTS 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o W t Cl) #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 1P° e FINISH GRADE °O _z 25" MIN. LAP PO'MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] co — la 4 z T #5 REINFORCING BAR R 1 7/8" - r r' T #5 LAP SPLICE (2) #5 CONT. - _ 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP') 8" V-4" 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 <' A. A ' a SCALE:3/4"=V-0" S3 GRADE 11 1I ) #5 REBAR w/ OPT. GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13 O.H.D. RECESS N M M •' r' .:•.. . .. .' 4"' o0 I I •• _i SEE A/S3 OR J/S6 -Ir err FOR REINF. INFO. -I I t 113" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALM INTERIOR A. °. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m w n E M 6 MIL VAPOR z BARRIER S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. i.. " x CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN a TOP OF BEAM SEE ROOF PLAN c v: °. ° o ,PM c) �. (2) HTS20 FOR STRUCTURAL r =v — d' M 9 BEAM SIZE & 1 I CONNECTION INFO _ ° • .' d° �d 2x4 P.T. PLATE I I 2x4 #2 SYP P.T. FRAMING w/ J8 7r,s• MIN 7/16 O.S.B. SHEATHING " SEE A/S3/J/S6 x o.s.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR °'' w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q' ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0C ? GRAD a ° FILLED SOLID (SEE PLAN FOR _ __1 1=1= a _ a 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) co ;III=1 I ° ° • I=1 I = I= I=1' =1 = WWF OR FIBERMESH '- `" Z w-III=1 -I 1=1 I ILL!°. 11=I 1=III Z BRICK PAVERS or SLAB PER o w w—III 00 Cn v -1 I=I ! • ° a -_ -_ - z_ o 0'-0" FIN. FLR. COMMUNITY SPECS LL= =1 _ =I M W — — -I I 1=III (I 1=III III=III—III=1 I=1 I I I I I 1=III _ III=111=I 1= --FOOTING _—_—_ �I.;III,iIIII111111,��111,,,11-111-111=' BEYOND TQI - PAD REINFORCEMENT 3" MIN. CLEARANCE ti y _...•. SEE FOUNDATION (SEE SCHEDULE) 4" 4" ' • �' CONC. PAD INFO. FOOTING WIDTH ' • SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" scale: aa•= r-0• S3 SCALE: N.T.S. S3 0 N N I it �'soZA- '-18750 0 R ,O N PA- -\ `%% 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. n CII O N —r M fn W - LLaY � Mo U_ L c. 00O 0 S W ��pjO' as a Z Lo N � Z y� U N Z O UIL W ❑ ❑ ❑ Cl) Z N z � Z U) V ! Z V .9 C1 v0 w f6 M •O �o W p r r, r— — pE V I z� = L c (/3 r. Q o z LA- E wo �o > ?® o E �za00 a�01 ° Z N fD i ado ms C - C:No V I fr ZLL z J Q2 �? 10off go W _ a�a LL �w �5 �C:) > d' J M L c CO � T Q Q. U fn CEO N ai T Lf � CO O 2 N r L = CO a Lrn r r o00o m M L• M o Z NE C a U ° ¢ p JOB NO: 21-4275 SCALE : AS NOTED SHEET NO. S3 (MONO)