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(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS, FOR UNDERLAYMENT REQUIREMENTS SEE R905. PRE ENGINEERED WOOD 12 (TYP') VARIES TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULA rION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EDGE ALUMINUM FASCIA \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8716" 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. 99HOOK (SEE DETAIL) TYPE "S" MORTAR 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 Cr) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ II a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E � L Z 6 MIL VAPOR BARRIER D • T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 11-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 4 O.H.D. RECESS ail 11`MI �0 1 �11 I� I-11 SEE A/S3 OR JIS6 --- _1I ) I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE —\ (2) #5 CONT. ON 3" CHAIRS (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 IN WWF OR FIBERMESH `v' T 81 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �,S FOR ADDITIONAL SLAB INFORMATION. 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ 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 7/16" 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, V O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK L 2""x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" OL O.C. OR 5/8"x10' WEDGE ANCHOR a a 4 A.F.F. @ 24" O.C.) 2" . 31/2" MIN. a a. Q `. 4. ° a ELEV. 4-3 1/2" Z . A.F.F. O ° . e 4 2x4 CONT. °' ° d00 CN _ •. L - ° ° A 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 @ 16" 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. > V-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24" O.C. W/- 2"x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 6x6W1.4xW1.4 @24"O.C.) WWF OR FIBERMESH 1 - 11�711"�iiMIA 11-�11�111-�11-y11.��%= ±, • ° .WI . ■ o I 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD _ #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4"TAPCONS *USP SPT22 TYP. SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY ° D ° 1 I I -I I I -I I I -I I -I I I -I I F NOTE: D. D° g IIIIIIiI�IIIIIIIIIIIIIIIIIII1111111 N *FOR BEARING WALL ( EIllii�llli��Ill��illlii�l�l T W/ UPLIFT ONLY _ - - - - - - - - ---1 I - - - - - FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 4" a A A L . a SCALE: 3/4"=V-0" D S3 �< Wag III �=11=1-"11=11=11— =11:- • - MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 —II-11`e ■• u• ■�� a.—n. u hlr •m :ILIt�II iglu y11.- SEE A/S3 OR J/S6 L�T_I ! FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 10/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E 1/2"(min.)- 4" �31/2" MIN. 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. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". -4NSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH • - .II�:11.-11III-11`Ih�11:—II!7I=II= . =->r�-i1==71=11=l�=II==II=n . A■ I A ■ SCALE: 3/4"=1'-0" • I • 1 ----- -- -- ----- - ,�I� • • h1-ail—IL=11• . - • - - -Pull 11`= II'�11=11=11=1 �---------L------------•�------ � =Tf �IhL: �' — '� • • • 1 • �II�II'.�I . •. •• V�Q sv opo- eCS' 1d,M 2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. 0 K.O. BLOCK -USP SPT22 @ EA. STUD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-O* � CONT. BEAD SEALAb — ° P ° . INTERIOR -3 1/2" 4. c d E L � ° T CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 6. M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" E S3 -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 c E � j 6x6W1.4xW1.4 �l I `WWF OR FIBERMESH r, T-a a i K S3 CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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 2611 c E 6x6W1.4xW1.4 = WWF OR FIBERMESH r d 3" CHA ON IRS 8" 1'-4" 8" 36"MIN. LAP 136" MIN. LAP] (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF 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. " CONNECTION INFO SEE PLAN FOR jh TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN °Q FOR STRUCTURAL BEAM SIZE & CONNECTION INFO PLATE $ pits^ o.s.s. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION co ATTACHED PER NAILING W L_ SCHEDULE U-0" FIN. FLR. 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. SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS Il-1= 7T��11 loll"�71 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1 M" 0cf1c QQ Ct10 VARIFS R .. R IAH A .. IAW A � C OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (d) S.G.D. ( M SCALE:3/4"=V-0" \, S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E v CONT. FOOTING STEEL MAT REINFORCING. r ' M ;0 Z GRADE W =1I1=III I z w E I-1=1 ° I • �=1=1 I -III �I 1=I I1=1I I-1I1=I I 1' zo fn = o_ W LL.-- U — a — — I11=1=lIIEl I m I I III I I III=III--; OOTING III III -I I 1=1 I -III -I I III -III -III- U I I I I11TII I II I II I I� I I1 ,I I ...I I I=I I I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Ln r r z c Z z Q J iZ z C �--� LU p -U — w O tn f' E o U _ �'M t— E 8 cn E v M O - CO0 Q o A, B D• " c scan c Ei co inz/e r ' `aini il U_ 1 g&,`: ✓ fat { ut A fit' :mY. �2E CI 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 Sth 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 z N 0 W N 15 05 M O M Q�-MOLA a V1•iv- Q L_ uIn - CL .� Q Ov0 E z W J � d' J 0u_W zz Q o o z zaV z��8 � �sizz�� c� 88 N Q 80 �i OSWN a O zz T-A Ln N LA w�°3 c Z LU a0 gzM LZ J aUj I— x-grZ azd � $s~9 `� �j�g zo � �5 N N oz� a~ zIII M g za SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 15n,25 JOB NO: 17-4136 SHEET NO. S3 (MONO)