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i ..I DllrilliyrFlilllmlI[IIII III II I I I I I I I 11 1 1 1_,--..I 11 1. n •In FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES INSULAFION LEA / 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 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" CHAIRS (TYP.) PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. /-PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. HURRICANE ANCHOR @ EACH c -I I W�=1I WI =I I I I D ' III I I II I I 1' ~I I III - III—� (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 T WWF OR FIBERMESH • I _ 111--1 11- I -' r TRUSS (SEE UPLIFT SCHED.) W/- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF / ,- 7(16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 0 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR 8"x8"X16" KNOCK -OUT EXTERIOR WALL BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANCHOR \ __,,-8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON 7 TYPE "S" MORTAR WALL SEE GG/S3) *USP SPT22 TYP. --\ 1x2 PT WD FURRING @ 24" O.C.--//FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. 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 TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 o NOTE: EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH"BELOW GRADE c p T [ 0 ZC 6 co 6 MIL VAPOR *- BARRIER ; 4 I 1 COMP. SOIL. ° '- _ (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 -]/FO.H.D. RECESS 'T z M MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH ---- `TRUSS BOTTOM CHORD OR 2x4 BLOCKING —� `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O 1(O HIGH STRENGTH 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. IZT� 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALLV 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS ASHGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACHFOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ COMMON NAILS @4" O.C. @BOUNDARIES, 6" O.C. @INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK SP SPT22 CONNECTOR " " II " " SP SPT22 CONNECTOR 5/8 x 10" "J" BOLT @ 24" O.C. W/ 5!8 x 10 J BOLT @ 24 O.C. W/ 2"°x3l16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1 5/8" " TITEN G @ 2C CO ELEV. 0'-0" 2x P.T. BOTTOM PLATE OL O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8x10' WEDGE ANCHOR A.F.F. @24"O.C.) 2" x6W1.4xW1.4 @24"O.C.) 211 6x6W1.4xW1.4 a WWF OR FIBERMESH WWF OR FIBERMESH a 0 �31/2" MIN. �31/2" MIN. Q° a ELEV. 4-3 1/2" z > ° a Fp I I �I I —III —1► 1=I •I 'I—__TI I (II'�1 I1I ° ' 2x4 CONTA.1=1 �I31/2"(min.)- 4" — --I 11=1 I I I I I f—ll=1 11=1 I -III-III-1 I I I 1I==II' =11 I �. /2"(min.)-a 1= 341 4° No Im" — I- ° 11 I a a a 4�L31/2"(min 4 GARAGE DEPTH VARIES '' L I I I I I I I I I I II III— I-1 1=1TI—I 1=1 I I I-11 ' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4,; I III-1i1,-4(,I I -I 118" U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP a SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" �( S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. SEGJ�� PGS'\E� M\N\ 1Jo s 1GGN(\N 8" C.M.U. (2) ROWS OF 2x BLOCKING @ rF7/8" x STUDS @ 16" 0/G X'" THIRD POINTS ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR 1 "x P.T. STUD #5 VERT. IN FILLED CELL STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION C\I�I AYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL USP SPT22 CONNECTOR @ 24" O.C. VERT. BOLT PLATE WASHER TYPICAL RD LAYER 1/8" THICK. K.O. BLOCK Zx P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD SPACE ANCHOR (6) 1/4 x31/4 TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ci �„ ' ' ' 2X P.T. PLATE WEEP SCREED INSTALLED PER MANUF. z_ FINISH GRADE °O 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] a w 2 a � BOLTS 6" MAX FROM END OF 2' x PLATE - P �•f I I—� 1=1 � • _ D D - - - - - °° 6 MIL VAPOR BARRIER -1 o ° I —I 11=1 11=1 - �° R 1 7/8" ° _ I (= i I A. I I 1 I T #5 REINFORCING BAR 1=III=III=III=III=III= , N z ° D III=1=1 I —III —III —III- ? , I o . (� 11=) I h- jI r #5 LAP SPLICE D°—III—III—I 1=1 11=1 11=1 I I I . 11 �I I I g ° � � III—III=III—III=III—III N ° I I I=1 � I-1 I k =1 I I=) I=III= I I=1 I = COMP. SOIL. (COMPACTED TO —I 95% MODIFIED PROCTOR ASTM III=III=III=III-1-1 I-III-1-1-1 1=III=III=III=III I l i l D1557) 11 I I Ill ICI I I I (� I I� I —I -1 I—III—III—III=1 I=1 I I—III=1 I=1 1=1 I I —III —III —III- 4 1-4' FRAME WALL TO C.M.U. WALL CONNECTION f D l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° GRADE 00 - - - - .° ICI—� I —ICI _ - - =(1) #5 REBAR w/ OPT. '1=... Ill-►I1=-11=1I1=11=SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 N a . r _ M 4" T�. T SEE A/S3 0R J/S6 J FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD, 1/2" FROM SLAB Ol ,_ o ,1 J CONT. BEAD SEALA� INTERIOR a- -3 1/2" CONCRETE NAILS W 1 1/2' 7) MBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° 0 M 6 MIL VAPOR BARRIER E -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 `I ' WWF OR FIBERMESH co 1=1 I i=1 =1 I I-1 11=1 11=1 11=1 11=1 I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HGOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM IV & LAYOUT DESIGN SEE OF PLANOP FOR STRUCTURAL BEAM SIZE & T 2x4 P.T. CONNECTION INFO PLATE 7/16' , ) o.s.B. 2x4 #2 SYP P.T. FRAMING w/ _ I MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION z ATTACHED PER NAILING w SCHEDULE a � w oLU 0'-0" FIN. FLR.jjk SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"" EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR_ 3500#, MIN. TENSION 2600#) _ E 6x6W1.4xW1.4 WWF OR FIBERMESH r II —III= —_III_ o r- (2) #5 CONT.iI ON 3" CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0° S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) T-1 IFWW OR FIBERMESH �' I M 1 Vn nLllYl IIYI V• OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /� SLAB STEP & RECESS an S.G.D. l M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' M co GRADE_ - a 4 ° LL' ;III —I 11 ° °. °—i I I —III —III —I' Z 1= w =p III —I —III =III —III-1 l I w °ooU)_ Iit II( o� II=1 =1I - zQ LL 0 l 1 ° e d I=1 =111=111=1 11=111 =III=III— FOOTING III III —III —I 1=1 1=1 III —III —III_ 11'''IIITII � 11 l lllli i 11I ,� 1 -111=1 11-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 to M O — O z (0 z Q a. U) z ■ W cn �--� w � p w 0 � ul ca � 0 (/) 00 0 mI— aM L1J I— — 8 M c (6 M E 2 N O age = ai ID o O .c ILL 00 0Y� U � _°e tC) O m C. 0) ¢ O A1 B D® N C B.D.0 �0 vWNs,,r tj o oNo1,t � Ju P. INS O .•• W 'I -' r �e�/POdtttill' !TL"J-I To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD C) Z 0 I� 1,0 > ) O . M Q V) 70 LP) z a In M in 8 (1) - Ln Q LL CL 61 ro *-i ()0 Q z W _j� d- Mj 0z �o W� zad <¢ C/) F u >- Q 480, zU-Q m z W T Z (Dg�jW -. M 00 El 0. 04 .J F T i 1 Z Z ¢z � z z .e I � N �� z 0 0 fr / 0 Lu U = N 4 g LU ppz J ti r X88 V a m a N I\ O LL °¢tea z Wiz¢ Z Z 1� i:0,�0 Wa u_ w W J T-I W Ll j C Z :5 to Hp z OO ¢ F Z Ln Z (. [y z Z o r� g = z n a rn 2: SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. L^ . 0 SHEET NO. S3 (MONO)