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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 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 5/8„ OR 1/2 HIGH STRENGTH 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES USP SPT24 TOP PLATE (1) ROW 2x BLOCKING @ MID 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. U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c SLAB & BLOCK SP SPT22 CONNECTOR „° "" „ „ ----USP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ @ 24 O.C. W/ 5/8 x 10 J BOLT (2) #5 CONT. ON 3" `-�" 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) 6 x 6 W1.4 x WR M ELEV. U-0" (ALT: 1/2 x12 TITEN HD @ 24 2x P.T. BOTTOM PLATE ( @ 24 /;` x P.T. BOTTOM PLATE '- '- " " " ALT: 1/2"x12" TITEN HD " (1) LAYER TYPE II (#30) CHAIRS (TYP.) WWF OR FIBERMESH `'' O.C. OR 5/8"x10' WEDGE ANCHOR UNDERLAYMENT FOR O.C. OR 5/8"x10' WEDGE ANCHOR " x6W1.4xW1.4 " 6x6W1.4xW1.4 ROOF PITCH 4:�12 & (2) LAYERS ° ° ° ° A.F.F. @ 24 O.C.) 2 WWF OR FIBERMESH @ 24 O.C.) 2„ WWF OR FIBERMESH TYPE I OR TYPE II (#15 OR #30) _ - ° o. _ _ _ ° C7 31/2" MIN. 31/2"MIN. UNDERLAYMENT FOR ROOF : ' D - I - a _ °... ° ELEV.-0'-31/2" ZZ PITCH 4:K12. ' - „ ' ° I T a a ° °4 2x4 CONT. a ° ° 4 A.F.F. T p PRE ENGINEERED WOOD _ _ _ IILL °° ° o s n ° ° �� 31/2"(min.)�4r' TRUSS @ 24" O.C. U.N.O. _ HURRICANE ANCHOR @ EACH _ -� - ' I , ° Q'. I I °... ° a. a N 31/2"(min. 4" - ° •' TRUSS (SEE UPLIFT SCHED.) W/ 8" —I I - I I I i r GARAGE DEPTH VARIES METAL PL. UNDER EA. TRUSS Q. - - - MOISTURE BARRIER ° a ° g ° 4" 1'-4" 8" TYPICAL INTERIOR BEARING (2) #5 CONT. '''-t SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP @ SHEARWALL NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" "SHEAR WALL" SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP, TYPE "X" @ GARAGE \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"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 (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 c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E N r ° i• °° C M C I o = � 6 MIL VAPOR z_ r BARRIER r rI> c COMP. SOIL. e T (COMPACTED TO 95% MODIFIED PROCTOR 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 V DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS �t z ej ;'. go SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-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. • ur�l►. rd� 11 11��'�I � � •l�Ilt�"'lll�� TYPICAL BEARING WALL • STEP GoN` �V OS�GJ� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �s.1`0 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. —44 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �GaN�� s (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. 2x STUDS @ 16"0/C (2) ROWS OF 2x BLOCKING @ FOR WALL HGT. 8'-6". (2) LOAD BEARING OR < THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd PTS 1"x P.T. STUD SEE SECTION C/S3 FOR FOR WALL HGT. > X-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 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 NOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. BOLT INFO. @ 24"" O.C.BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"- EXPANSION BOLT @24 " O.C. IF NO UP LIFT ON @ 24 .VERT. OR SP SPT22 EA. STUD W/ 7" EMBEDMENT MIN. SHEAR ( 5/8" x 6" EPDXY BOLT OR @ 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ ( 3500#, MIN. TENSION 2600# (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) *USP SPT22 TYP. SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = FIBERMESH r 2x P.T. PLATE EEP SCREED INSTALLED BAR w r END OF 2" x PLATE WWF OR FIBERMESH - c PER MANUF. a ASSUMED FINISHED #3 OR #4 REINFORCING BAR w GRADE o„ o o D z #3 & #4 LAP SPLICE GRADE40MIN.Fy=40ksi a r ° p T FINISH GRADE °O X- [GRADE 60 MIN. Fy= 60ksi] N - p MONO OR STEMWALL ° Cl) I I— a � 25" MIN. LAP [30" MIN. LAP] g tT — — v — — FOOTING MONO SHOWN - FOR CLARITY D °o D _ _ _ O0 6 MIL VAPOR BARRIER R > ° °0 w p o I —III —III —I I i—III—III=� I I '. - N z #5 REINFORCING BAR R 1 7/8" � I ' III —III —III —III —III —III Z , p ° - (2) #5 CONT.- NOTE:AR- - =III=III=III=III—III— — i ON 3" • •. '� � #5 LAP SPLICE 8" 1'-4" 8" g III —III —III —III —III —III- N o 36" MIN. LAP [3s" MIN. LAP] S *FOR BEARING WALL =III= 11= I = I (=I I (_' COMP. SOIL. (COMPACTED TO (TYP.) W/ UPLIFT ONLY _ _ _ _ _ _ _ - _ - - 95% MODIFIED PROCTOR ASTM ' - 10" III=III=III=1 i I=III=III=I I 1=1 I=III=III=III=I 1=III=III=III=I I I D 1557) 11 I =1 =III—III—III=III=III=III— I=1 11= = I= —I I=1 I 1-'' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK "—=1Ti=Ti--I Ti ;III-III-IT=11'- #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS CV ' M _ v 4" I r a0 SEE A/S3 OR J/S6 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. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE co a • - ,a II II 1 II 11) #5 REBAR w/ OPT. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, J CONT. BEAD SEALANT Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31 d . �A�GGARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT " TENSION 120#) CONCRETE SLAB E v 6x6W1.4xW1.4 N ' 00 T WWF OR FIBERMESH M 04 11=1 ° M 6 MIL VAPOR BARRIER - I I I =III -I 1=1 =1=1I- _,I I ,,III I III It 4" 4" INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=1'-0" S3 MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 tIt S.G.D. (U.N.O.) WWF OR FIBERMESH N c C E ° _ — N , d M 6 SEE A/S3/J/S6 " "� 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS C& S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS e TO FOUNDATION PAD E d CONT. FOOTING STEEL MAT REINFORCING. c,4 ' Cl) 00 � � ;III —III °' °. °• I —III —I i t—I � I —I' Z w W 0 o rn = I I I_ 11=1 1=1 1 Z • a1 ". = Z �- U 1—114. III III —III —III —III —III III=1 I 1=1 I— FOOTING -I I —I 11=1 I =1 I I I I I-1 I 1=1 BEYOND PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 CO tp Z o Z Z Q J a z C cn �--� w p 'U — 0 LU t/i C = o �� Or- o U (6 m �, M LU ~ `3, M M ` O N cOi W W U LL OD (1)05 C Y Q rn r , O O "r < A, N•C •B.D�C � sr Fyn CN � J :`� �ul �o_,.. i., : �UC Wcr3 wmv u. _ z LL'A j, lie 2, ig 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. O O Z [V 0 v 1� M F>� -IO M DLr) UNi•On HIL CL \� ce U p- 0O0 Q � � � Z � W J�~ �t 0z zaa z c J f� a �5E80, O a g QWZ LU it f TI gWLLs TT� V' J Q Z�Z© zz O Q. S 0 Z O (n fu a Q Q Z Lu ZO aUYU� o J� 3 Q O c� R fV LL Z�-H �ao� Q N $0-90 Z No�o �o J LU Qzo SWz d- Q Z ¢ k Z a� mZ m O g LU <M a cn f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S3 (MONO)