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V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & i @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH °' PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH I' TRUSS (SEE UPLIFT SCHED.) W/ I , I ° ° • 12 METAL PL. UNDER EA. TRUSS I jLnIr Z7.)TYVARIES MOISTURE BARRIER I SHINGLE ROOF 8 INSU ION LE 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"=1'-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 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 %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) 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. L1/2" 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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. T 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 0@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH e z �31/2" MIN. �31/2" MIN. a ° ° ° ° ° e ELEV. 4-3 1/2" e a ° e A.F.F. 2x4 CONT. e o 1/2"(min.)- 4" _ ° , 9'' 1/2"(min.)- 4" I° ° = a ° ° N rb 00 / GARAGE DEPTH VARIES ° I° 31/2"(min.)- 4' — ° • 31/2"(min.) - 4" e — — e ° ° g ° (2) #5 CONT. 13 4" 11 8" (2) #5 CONT. 4" � g GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc� @ CC SCALE: 3/4"=V-0" k,S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 cam' ` 0 W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. S HEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C N�o 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY cow 2x BLOCKING HORIZONTALLY "x8"X16" KNOCK-0UT @ INSULATION PER BLOCK 6" N CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 � #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHORJMETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 10d NAILS BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DfA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 6 1/4"x31/4" TAPCONS 3500#, MIN. TENSION 2600#) () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR ¢ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c ARCHITECTURAL w/ 00)10d NAILS = WEEP SCREED INSTALLED o END OF Z" x PLATE WWF OR FIBERMESH '- E FINISH TYP. r 2x P.T. PLATE �. c� c PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 o ° r t = a , o GRADE 40 MIN. Fy= 40ksi 1/2 GYPSUM WALLBOARD GRADE �„ - p z_ #3 & #4 LAP SPLICE " T FINISH GRADE oo (GRADE 60 MIN. Fy= 60ksi] a ° ° c� U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ° z -0 , • 25"MIN. LAP [30" MIN. LAP] g D r CELLS (SEE FOOTING MONO SHOWN o — _ uj ° o °� _ 00 6 MIL VAPOR BARRIER P , ° R 1 7/8° `U) e FOUNDATION PLAN FOR CLARITY ° °� . " � . � T #5 REINFORCING BAR FOR LOCATIONS) p p D ° P =1 1=I 1=I 1=1 11=1 1=I �„ z _ 1x4 P.T. BASE NAILER ° I i I —I i I —III —I 11=1 I I —III- 4"x4" INSPECTION D ° _ _ • T #5 LAP SPLICECONT.- 3 2 #5 m I—III=I II=III—III—III—II � ( ) PORT AT EACH NOTE: g ' III=III—III—III—III—III- N , ° ' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 1/4" BASEBOARD COMP. SOIL. (COMPACTED TO — 8" V-4" 8" FOR BEARING WALL =III=1 � 1=1 � 1=1 � =1 � I= I T FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _ _ _ —I' 95%MODIFIED PROCTOR ASTM 10" �P•) W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB _ _ _ _ _ — i— co AT GARAGE CONTRACTOR � =1 � =1 � 1=1 1=1 1=1 11=1 I=1 I I=1 I=1 1 1= I =I I =I 11=I 1=1 � 1-1 I D1557) MIN PSI MAY VARY PER -I 11-III—III=1 I =III=I 1=III=1 1=1 1=1 1=1 I 1—I I 1=1 I 1=I I P ' 4" 1��" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR "—=111-III_=1 ; I I II I Ii I„III ; I 1=III-III= I i #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND W14XW14 FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT WWF OR "FIBERMESH" M a •C ° ` DECO FINISH 4" to 6" BELOW GRADE = Z I SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > t ? min.) 4" BARRIER D: p • 9 N " a a GRADE COMP. SOIL. r °p • (COMPACTED TO 95% _ (1) #5 REBAR wl OPT. MODIFIED PROCTOR — SC�NCLOSURE ASTM D1557) R. #5 REBAR CONT. O N CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4' I MIN. .O U U.N.O. 4" l'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGEL SCALE: 3/4 -1-0 S3 E.3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE C=== BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY IEXPANSION JOINT I ^ CONCRETE SLAB 14 13 PAVERS O.H.D. RECESS z O.H.D. RECESS E M � , 4" ao SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N C'7 �.••; eh • 4.' . r A" SEE A/S3 OR J/S6 FOR REINF. INFO. I I I 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=l'-0" P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB :5 CONT. BEAD SEALM -- INTERIOR °.`' -3 1/2" ... . . v ' CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a °Q c E : •.. — N M 6 MIL VAPOR _ BARRIER S3 VARIES6 SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)7 WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. _ = CONNECTION INFO = SEE PLAN FOR _ &LAYOUT DESIGN a TOP OF BEAM SEE ROOF PLAN Qo C ° a, a ° .a ° (2) HTS20 FOR STRUCTURAL := _ co `- BEAM SIZE & _ �' 1 a CONNECTION INFO Cl) ° 8 I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. FOUND TION w COLUMN SIZE AND BASE 25 W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM co SCALE: S3 SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. 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 i/ MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE a ° FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) °. 1=III=III=IIII=I1 WWF OR FIBERMESH , a w W _ v ° BRICK PAVERS or SLAB PER p o �' _ -III= • • °• —_ - z_ — 0'-0" FIN. FLR. A COMMUNITY SPECS " � -- —I — ° —III—I � I—III-11 — _ CO — _-- —I i ' 111 _ III=1 1=1 I 1=1 I—i = III —I 1=1 11= FOOTING IIl�illlliillil�� 111 -III, -III=' BEYOND - ,. ..... PAD REINFORCEMENT-]3" ,II MIN. CLEARANCE •1 • �• � � SEE (SEE SCHEDULE) 4-. ' •• :1. coNc.anD INFO.. FOOTING WIDTH • s • SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE:3/4"=1'-0" S3 SCALE: 3l4"=1'-0" SCALE: N.T.S. S3 .�.� pR0 Wiy ra S E •.� U �r Opt v r�s��•�UFSSS10�r e� 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 - 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. W n E F �8�� a FA LL ,� W dl' to � � 32 -1 w a LLaY Q �v LL U. a'. S O z � ` F 1? 1 N CO tr 0 W °�' Q Q Z u°pN, 4 Z y 0 L a O U Z 0 �3co W ❑❑❑ CD z z � Z n v W •U 0 W s Vt c N M W LL E 0 w� �� a � O E w? oa 0 E C ) $o wOo �o a rc� M - H m� '° °z Z F co J O 9m0 F•" i ZZ W N a T o ¢ aZ n = U a LL �_ r O ai < zla 3 0 `O = > Ln rn > Ln ^ Q > 2 O AC`` W to o T7 LO i Lo 04 TT T C T E V! M o Z = E O m E ;3 :3 0 M c a _j a o JOB NO: 20-8084 SCALE : AS NOTED SHEET NO. S3 (MONO)