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2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" 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 z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 3 1/4"TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH144 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM — °' • °2 1 1 5:`? 11II �- D7158-CLASS G or H, or ASTM I D3161-CLASS F, IN I= �— I I— ° I I PI I'I 12 ACCORDANCE w/ TABLE I —I PP•) VARIES R905.2.6.1, FLORIDA BUILDING -1I�� I_YlIIIrCODE 7TH EDITION (2020) I _I [ II RESIDENTIAL INSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G PI FV VARIFC/Ji_�\ SEE TYP. WALL SECTION SCALE 3/4"=1'-0" 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 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 NAILER 8" C.M.U. TYPICAL 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Cn TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4=1.4 WWF OR = DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE .E - �, r e ° P = oo z P 00 6 MIL VAPOR BARRIER ; p •r 1 D • I_ COMP. SOIL. ° T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1'4" (1 STORY) STD, 90 HOOK SEE O U.N.O. U 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION KA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS :� z 00 SEE A/S3 OR J/S6 L T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / 1'-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. 0%) 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8„OR 1/2 HIGH STRENGTH _-Z `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ 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 ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" 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"°x3116" 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" IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 704/16" 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 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH ELEV. 4-3 1/2 A�/_.F.F. p 2x4 CONT. ,.,_ ° _ .. ° 1/2"(min.)-4" 1/2"(min.)-4„ I ° jr;7 : III GARAGE DEPTH VARIES 31/2"(min. - 4" — 31/2"(min.)- _ LL - — — _ — — rr- (2) #5 CONT. 4„ 8,r (2) #5 CONT. 4" GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ K'CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 UCJs Cp C11R`l osE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING VC 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 U �c LOAD BEARING OR INSULATION PER FBC AND ENERGY �'� �/ 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: 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 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR c.t LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 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. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PL 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 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] F R I 2x P.T. PLATE SPACE ANCHOR O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) FIBERMESH TYP.Ili >. ,1 - .. GRADE •1 MIN. 41 MONO OR STEMWALL Cl) GRADEFINISH 25" MIN. LAP PO" MK LAP] MONO SHOWN6MILVAPORBAR • ,FOOTING CLARITY 11=1u= ..REINFORCING SEUC FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. _ 6x6W1.4xW1.4 WWF • • FIBERMESH GRADE ifitm 1 W-50 Ilaill�ll�ll�ll`�IIE�11��11'�IIE� • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13- O.H.D. RECESS d }}--- M 50 : SEE A/S3 OR J/S6 -I , 111 I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P T 2x 1/2" GYP. BD. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1'4" 8" #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 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. . • ; CONNECTION INFO ° SEE PLAN FOR jk & LAYOUT DESIGN TOP OF BEAM IV_ SEE ROOF PLAN op c ° v_ e ° p ° (2) HTS20 FOR STRUCTURAL r _ Alt BEAM SIZE & N G CONNECTION INFO Cl) ' 8 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 c j SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION HOLD GYP. BD. W COLUMN SIZE AND BASE 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0 � CONT. BEAD SEALANT SCALE:3/4"=1'-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 AT 8" WALL AND • GARAGE COLUMN TO PORCH SILLASONRY O.C.oc PAD FOOTING • � ATTACHMENTS & 18/D1 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, CONT. FOOTING STEEL MAT REINFORCING. ' PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT ¢ j w/ MIN. (2) #5 VERTICALS z GRADE TENSION 120#) CONCRETE SLAB �, > FILLED SOLID (SEE PLAN FOR _ ; _E 6 x 6 W1.4 x W1.4 C WWF OR FIBERMESH r, w SIZE AND REINFORCEMENT) c� z a w • v m f 4L 14 1 INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 U-0" FIN. FLR. BRICK PAVERS or SLAB PER COMMUNITY SPECS g o _ " � • �' • • = z_ Cr Cl)2 FOOTING v - - - BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE :•n'! ••• 4CONC. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ' PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3J4"= T-0" SCALE: N.T.S. S3 C -o colm `! W ci a� o N 'O m X ♦.+ C W G. R O i Q r N Y 3 =' a> d—e0 � 3 � E N O a "jilllllt lq,, � r . • \ .CV c`r FLUB, 4� 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. In o g E 9 N N m _N ik C 0 .2-- 0 # LLJ LL Q JLLLL a � z 0 Wo = tma Qi =''0r-t_O m J Q 20 z U) JL WW11 [7 Z 0 I~ V OU ❑❑❑ Z W ce) > V z z o ¢v — —' fl � — N Cl) N a � 0 0 �Z f6 w O g c I I `.0 e — '° 8 L �Q c see o C� c� ya ZZ Z 03 a E zo Z a� E oI z® H IU g� �o <o w= @om0 5 J C', Nm<z am �z WT o �� =G o _ w� ; o I v ila 01 Q 3 E2 > Lo J 0 CD CU T CT T F- O M M N Ln r CCD Q cM r T CV) o r0 7 O y LO Z Z E T P3 c • • o 16 JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. S3 (MONO)