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:L ,_ )!I-]21j:.v 0 i FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGHJ 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 —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS \ /- HGT. FOR WALL HGT. <_ 8'-6". (2) @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 T �- UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH M M PITCH >4:12 ' D. . ° POP (2) LAYERS TYPE I OR TYPE II JL (#15 OR #30) UNDERLAYM ENT I I I � g. ° a I— d e FOR ROOF PITCH 4:12 OR LESS. °. ae ° ° 2x4 CONT.PRE ENGINEERED WOOD ° d O.C. U.N.O. @242s HURRICANE ANCHOR @EACH a.GARAGE DEPTH VARIES ° TRUSS (SEE UPLIFT SCHED.) W/ 81' ° . ° , a. ° METAL PL. UNDER EA. TRUSS o- ° g a MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP("B� NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR 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 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 c N At, r T A D Z I 00 M 6 MIL VAPOR D — = z_ BARRIER ; �r 4 D•D • r COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 14"1 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" �S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY e NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 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. KING 5/8"OR 1/2" HIGH STRENGTH --- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 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, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" IT BOLT @ 24" O.C. W/ Tcx3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" OL O.C. OR 5/8"10' WEDGE ANCHOR @ 24" O.C.) 2" A.F.F. 0 ELEV. 4-31/2" ,d, �31/2"MIN. A.F.F. g _ O D TRUSS BOTTOM CHORD OR 2x4 BLOCKING '� 'TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ W/ 2-16d TOE NAILS @ EACH END 5/8"OR 1/2" HIGH STRENGTH ------ (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END SEE 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 TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE 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. CONNECTOR U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL.HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'4". @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN ,—INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2""x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 O.C. OR 5/8"x10' WEDGE ANCHOR @24"O.C.) 21� 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. 111 � I ! I�w I 1 I11 81: IU.N.O. 1 MIN. TYPICAL BEARING BEARING WALL Cad STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" VR ed' Go 01 5 31/2" MIN. 1 =511/2"(min.)- 4" 00 31/2"(min.) - 4, —I I —p • —�T I I- (2) #5 C0NT. I I411 1 r 1 1.4 611 1 I111911 U.N.O. MIN. TYPICAL BEARING WALL @STEP rCC \ 8" C.M.U. (2) ROWS OF 2x BLOC @ 2x STUDS @ 16" O/C 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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 NOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (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] #5 REINFORCING SPACED EVENLY FIBERMESH EEP SCREED INSTALLED BAR r 2x P.T. PLATE ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR GRADE Z �, 0. D ° '- fl M — — D • _ _z FINISH GRADE 00 M #3 & #4 LAP SPLICE GRADE40 MIN. Fy-40ksi [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] `JJ .° � D. _ — — — — ;0 6 MIL VAPOR BARRIER I I I> e ° I I— _ — ;L 00 ° #5 REINFORCING BAR R 1 7/8" ° 1=1 � I=1 � 1— � = � I=1 � =I ' I . ' . � -�• �_ N z —� ° D #5 LAP SPLICE g ° o ��a. 1111111111111111I 1111111/11 T 36" MIN. LAP 136" MIN. LAPI II I=I I=I=I (=III -I 1_ COMP. SOIL. (COMPACTED TO —_ 95% MODIFIED PROCTOR ASTM — I L- 11=1 =1 I I=1 I I=1 I=1 I I=1 I rfM—==1 l i D1557) =1 I I=1 I I=1 I =1 I =1 I I=1 I I=1 I F 4" 114" —iiI-III—III�iilllllll1111111�ii1i��1�1—III-III—ICI FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" 00 a SCALE:3/4"=1'-0" S3 GRADE II III I ) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND CONCRETE SLAB EXPANSION JOINT PAVERS 4 O.H.D. RECESS z 13 O.H.D. RECESS ' z i ... 111=1 e - T - '• T I• : I IIILIllll—1 '.e•'••'''•! I I '.'a'.i'. SEE A/S3 OR J/S6 J-1I I I I I I I 11= SEE A/S3 OR J/S6 -1, ! p- FOR REINF. INFO. T MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR)) / 1'4" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4' (1 STORY) 1' 8" (2 STOR)) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD, 1/2" FROM SLAB Oi .1 J CONT. BEAD SEAL4 INTERIOR ° a � -3 1/2" E� T CONCRETE NAILS W 1 1/2' j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE a° 00 — _ M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-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 i CONT. BEAD SEALANT 6x6W1.4xW1.4 c--Iv WWF OR FIBERMESH cn a. K S3 SCALE:3/4"=1'-0" \ S3 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 � D W U b ILLij g TI—L�—I — D •. WIII- 1 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 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS SEE PLAN FOR AT 24" O.C. MAX. . x CONNECTION INFO x . TOP OF BEAM IV & LAYOUT DESIGN SEE ROOF PLAN 1 FOR STRUCTURAL r BEAM SIZE & s Ica P.T. CONNECTION INFO I PLATE o.s.e. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING LO� Z ATTACHED PER NAILING COLUMN LOCATION w � SCHEDULE � w W 0UJI LU co 0'4" 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. 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. s V-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#) _ E 6x6W1.4xW1.4 WWF OR FIBERMESH r • D. i i � i i I�111Tiil C 2) #5 CONT. JN 3" CHAIRS \TYP-) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES ( 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH N_ I M OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS 0 S.G.D. M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _� a CONT. FOOTING STEEL--\ [LMAT REINFORCING. r ' M 00 GRADE _ a � =III=III Z w ° w _III— = 1= I w 0 a. w cwa w III= I_ =1 I I=1 I I- z 00 =III=1 !..Q .aa — -z� =1 I IV 11=1 11=1 I I —I 11=1 II I I =1 11=1 I i— ' ooTING 11, 1 I, i it 111111/11 l I 1 1-1, ,11 . I 1-I I I—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 tJ to Z o — O (0 Q V) CD ') C 4--J L.0 �U — 0 L Ll t ^ E 0 CO U) 0p V I O U In ti fU cmq L1J Eo —8 wig c m M maa> Ooo _ aj 0) UID :5 U- = -00 Sao Y < tom tD O V obi Q o A , N-C BD.0 ® D EA` 6F.yQ cm 5 LL rn LL "`.yl ;` ��LL•aos•. 0ro f%9!OF":,-, 91 LLto 44 W a a M'�//t'dlkll N c� 82 Who U m , ❑❑❑ 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 Z N O aJ ►►>-I M O M tj ry Ln a Ln Q a Ln a H n 01-1 U Q00 Q E� Z WJ C:) d" oZ ;o Lu za ~ C/ ._.l H¢�a o� 0E80 oW W LU J u,o Q Lu LL N W _I J FW© Zo 4 U TI g � z 0 +0 O� 4 3 ru Z ~ O ; Q 0 U7=0 Q� J � Oz r-o � O ,- x O U N LL ZU4o� a � Wo z w Na In & � J r-I di LJJ 0 z o Lu z < Z Z Z L aZ Z m LU � ¢ z rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S3 (MONO)