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s it ;c w I N 3 a N Lam-• N N c 3 F, 4 N N a E i tz 0 a J tz rM C 0 a M CD 0 cV 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 016" O.C. W/ (2) 10'-0" (R302.11) _ _ . _... __-_-- FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. " 2x P.T. PLATE 1/4" DIA. X 31/4TAPCONS @ 24" O/C & ,c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ROOF FLASHING AND ROOF FLASHING SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" COMPONENTS TO BE IN ACCORDANCE TRUSS ( 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER I. f SHINGLE ROOF, SHINGLES TO _ .' r ' ° 6 P BE IN ACCORDANCE w/ ASTM T_= D7158-CLASS G or H, or ASTMD3161-CLASS F, IN 2x4 CONT- 12 ACCORDANCE w/ TABLE ' Ir -� (TYP.) R905.2.6.1, FLORIDA BUILDING �L _-�_=_=I I I I. I ( I I VARIES CODE 7TH EDITION (2020) GARAGE DEPTH VARIES RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP ELEV VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" kS3I SCALE: 3/4"=1'-0" 5/8" OR 1/2" HIGH J 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 -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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co 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 W1.4XW1.4 WWF OR J DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 'E . , ■ �! , ° P 16, ■ Z 00 Cn - -r. 00 6 MIL VAPOR _ BARRIER _ COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR YP. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (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 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS !� z Cl) 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. 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 V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) 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""0/16" 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 @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C.@FIELD@ SLAB & BLOCK SIMILAR AT FOUNDATION ONLY„ - - IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS ■ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 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. @ 24" O.C.) 2�� x 6 W1.4 x W1,4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV4-3 1/2-1 z 31/2" MIN. 31/2" MIN. A.F.F. O ° "(min.)-4„o 1/2"(min,)-4" 1/2 CV — _ 317'(m n. - 4" ° • 31/2"(min.) (2) #5 CONT. 4" 1-41 8" (2) #5 CONT. 4" Trr 1-4 , ' 8„ �*► TTr rB U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C CC rcC S3 "SHEAR WALL" SCALE: 3l4"=V-0" S3 SCALE: 3/4"=V-0" S3 GpNt�NV��S�y 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs' 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" O/C J LOAD BEARING OR INSULATION PER FBC AND ENERGY coil 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" 5/8x 10JBOLT @ - " "" 24" O/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. 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 6 1/4"x31/4" TAPCONS () 4 MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1,4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] 2x P.T. PLATE SPACE ANCHOR O.C. W/ 7" EMBEDMENT (MIN. SHEAR 5 #, ) 1 1. 1 I FIBERMESH �w� - BAR 'Ell :• - '•WNW • I • . SJ L�� _ L� �� IF �� IC ;, .SPLICEFINISH . I GRADE BO [GRADE 60 MIN. .... In�u�n:'q- I" 1�-IhJI 1�. - MIL -•.. RI OWN. •,— ■■—■■—■■—yr—u�u emu— ■■ ^��i=11=II.�Il�11=11�Jlrll�ll ::::�. 7RRA Z .:.:_��!�n��-•� 11,11 III Il I 1 #5 REINFORCING' NOTE: - *FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM - - D1557) - - 4„ 1,4„ FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° GRADE CO — .o III III I I (1) #5 REBAR w/ OPT. I I I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT s N CM SEE A/S3 OR J/S6 -' I , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) 1'4' (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS N ' M SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT, BEAD SEAL)* — - ' a INTERIOR 4. -3 1/2" a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB IN M , — 6MIL VAPOR _ BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 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. " CONNECTION INFO ° • SEE PLAN FOR " " " " & LAYOUT DESIGN TOP OF BEAM ■ ■ SEE ROOF PLAN ap C ° Q, A d ° CO) C (2) HTS20 FOR STRUCTURAL ■ _ BEAM SIZE & Q � a E CONNECTION INFO r� . ° 4 e 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE er ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 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/Di 1/2" GYPSUM WALLBOARD U.N•0. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALLEXTEND -- FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION AD E �, INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w Cr > SIZE VARIES PER PLAN MIN. #5 VERTICALS Z M CONT. BEAD SEALANT w/ (2) ;� 2 GRADE E > FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 z W SIZE AND REINFORCEMENT) c7 • `WWF OR FIBERMESH ) Cl) N � a w o 0 4I j 4 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 BRICK PAVERS or SLAB PER 8 0 `f' _ • • • ' z_ a COMMUNITY SPECS `L Cn �' � 0'-0" FIN. FLR.IRV FOOTING 0 BEYOND •. PAD REINFORCEMENT 3" MIN. CLEARANCE ..M • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH f. ,•. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING fbD12 PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N O N l� c N sr Q yc W C lV - ca w C "- d N CC N Cf fO �E� d 40 a � N �- E o d "Ati1?lt1li3dPt' .. SIR 0 VVJV 31 4- -` w r V `\ ..,�/r,�l, �: tit►1e``�1�: 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 - Residentlal 7th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a t Lo N L Cl nr-o.12 8 v s ca� LLw ca _j W 2 Z �grn e 0: $ g m 0O W � CP m =MZdJ ILLo V N y U zO - W ❑a M L/ Z N M z� Z Q z �- w U O w 8 �N - � w a L Uo • 'nYQ� N mQ � n z M Q J N i as Qo C, w? Zo oa H ro ro s0 2 oo a oa g g Z F �� wg rc2 } U 0LL z� Z m j 5 ab aw gz zn a� m j ;O z ,= T 7• Z C9 I� =O O = �o 0 L (0 LO M a :3oLO Q c N 8 N 0 Ul) LL IUD U O N m O V! r Q N N M 04 T_ E c 0 z ' M E ED a. E d U J Q J JOB NO : 23-00511 SCALE : AS NOTED SHEET NO. S3 (MONO)