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_ I 1' I I -- I J _ i 11 1 1 IIII 1 11 1' 1 1 1 . FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 Z P') VARIES / INS 5/8" OR 1/2" HIGHS 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 (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH >4:12 . t, a - (2) LAYERS TYPE I OR TYPE II 1 A n (#15 OR #30) UNDERLAYMENT I I — o FOR ROOF PITCH 4:12 OR LESS. I— — D 41 PRE ENGINEERED WOOD -I Ill TRUSS 24 O.C. U.N.O. @ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ gll METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N 0 2x SUB FASCIA EE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. 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 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CV 1 Op - Z 00 � D 50 6 MIL VAPOR BARRIER D _ D • • N COMP. SOIL. . T (COMPACTED TO 95% MODIFIED PROCTOR I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS_- \ BLOCK WALL BEYOND 14" rO.H.D. RECESS � z / chi' 2 SEEA/S30RJ/S6J!illl 11 i!i= 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 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER ELEV. 0'-0" (ALT: 1/211 x1211 TITEN HD @ 2411 O.C. OR 5/8"x10' WEDGE ANCHOR a A.F.F. @ 24" O.C.) 2" z a ELEV. 4-3112" �31i2"MIN. a ° 2x4 CONT. A.F.F. OT— ILL —4 oo — — — P •. TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 161, O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �-(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". —INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/y SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) v '2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR ,6x6W1.4xW1.4 @24"O.C.) 211 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH GARAGE DEPTH VARIES 1/2"(min.- 4 LL ° -iil I IIII ° tr g_ I lll I lllli_I _ I I~ 1 -411 U.N.O. MIN. GARAGE SLAB AT STEP K-B� TYPICAL BEARING WALL (a) STEP (@ SHEARWALL SCALE: 3/4"=1'-0" "SHEAR WALL" SCALE: 3/4"=V-0" �3 1/2" MIN. D 00 D p 31/2"(min.) - 4"I- I� I I- -11 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE. 3/4 -1-0 S3 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. LOAD BEARING OR EXTERIOR WALL 8" CM.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C �ON��N G THIRD POINTS 1"x P..T. STUD ULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK ( IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ *USP SPT22 TYP. (6)1/4"x3 1/4"TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR GRADE D D D ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi '- n FINISH GRADE °O (GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL ? M — a D 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN °p ° oO 6 MIL VAPOR BARRIER I — FOR CLARITY i (— I °' n J f 1�I�=, #5 REINFORCING BAR —� D D � ° D I —III III III —III III ! , i � I � � iv Z z D _ I— I I III I —I �—I i I —I � • I — I '� � #5 LAP SPLICE NOTE: — ° �LTM : *FOR BEARING WALL III — - I D =.III III III III III=' COMP. SOIL. (COMPACTED TO � W/ UPLIFT ONLY _ _ _ _ —' 95% MODIFIED PROCTOR ASTM IIIEd II— l — D1557) I I III I II I I'•-`�I I I�I I I I -III-III=III=III—I11 —1I1=III—III=III—III—III—III_ 4" 1'4" "=1 -1 I—III=1 I—III=1 11-1 1.! — —iii 1i FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-011 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min.) 4" v GRADE — — •a ' _ —I� I1 ICI 11 -(1) #5 REBAR w/ OPT. I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311 O.H.D. RECESS ' III=�- — — ••Q.• ��d'11 _ 60 f. SEE A/S3 OR J/S6 J -III 111� i 111 I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101,. CONT. BEAD SEAW — Q INTERIOR �-31� c , ° coCONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a� M 6 MIL VAPOR BARRIER -- 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 1, ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESH M 71 Q a EI I 1=—ILI_ I' = -111=1 11=1 I I-111=1 F I, T „III; 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE O D w U aUj ILLI Uj 'I—LI I -I D • '-II i IL_IIL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-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#) s E 6x6W1.4xW1.4 WWF OR FIBERMESH - M � (2) #5 CONT.— ON 3" CHAIRS (TYP.) 8" 1'4" 8" 10' #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F 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 r 10d NAILS TO TRUSS TOP CHORD FOR TRUSS-T7F M AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR � e . TOP OF BEAM & LAYOUT DESIGN a a SEE ROOF PLAN �_ — —_A .Q , F ft.. - FOR STRUCTURAL I-}-I-�- LF 1I III —III —'-IT ILIA'= 9 BEAM SIZE & N a I 2x4 P.T. (. ..I CONNECTION INFO M , • . a a PLATE (: — 7116" ) o.s.e. ( 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A1S3/J/S6�— COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 j SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 25 � w SLAB STEP & RECESS S.G.D. rM co SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. V-0" FIN. FLR. jk MV 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 TAPERED COLUMN FRAMING rCD T2� MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. Q' ' M 00 GRADE_ = 0 ;III III ° a•— —III—III—' Z w o—III—I -1 —III w oLUU)w —III -11 III; z =1 =III —III —III —III —III—III FOOTING =1 Il l l—IIIIII-11-III-1 BEYOND PAD REINFORCEMENT = =III III—3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD Z co O CID z� Q cn 4-"-J w •U — 0 LU Ul) E 0 (6 OM o m w M C M C f6 M F— O U f0 O M O_o0 ..... = d U L LL CC) ID Y ao Lo 0 q Q rn <0 B D. O N_ � to ow�q s \ j �r z ;_sae MC �W �a)�m a � eN Q O � V � To the best of the Enand belief, the structural plans anb spAi it Sons 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. O O Z fV O )� 1 �>-+HMO Q � �_ a U 0 Q U- CK U Q00 zz Q § E Z CD LULU J oZ �O 3� zp W za z� � J f< >~ Q Ego U ZWWW I— =oWz L!J Lq 2�J oho i A 1 J ¢ Zoo Q U W> z z z 06 5 a �3 Ln Z N p s 0 o J z U = Q Q w O i <R0z J O C:)O QQ U ILL Marra Z < ° w < <Z < � IW- Q ^ w� 0 z z LU LPG/� o�o 4 ILL' O J ,�Lij LL! z 0 , 8 LLO Y < ~ z W Ln Z a Z z o ^ J = a z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2v0 SHEET NO. S3 (MONO)