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11111�I I k AiLAil..bl I -L—J- 1-- .I--- - - - - --Jy_- 4L1_...-i_ 1 =j11L j.-....-�- - ;-- iYMW1 :,WL. YLLt. 11 . L. -- - - - - -- --- - --- -�' -- - -`-Ai .L '-,L _` I I -- --- -- - _1 6u .I.R i....4 .:. u W .:.i1. 4_.9-111. , 1. i, llf■11�yy�& Ll`4iWllui,:, I.L. ..l FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE 7' @ 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. 99HOOK (SEE DETAIL (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. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"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 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 vo AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6x6 a NOTE:EXTEND WWF OR - DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE = E_ NeD x Z M I D co 6MILVAPOR BARRIER ; p 4 > iv COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND O.H.D. RECESS z �w■ ■■ ■ .. SEE A/S3 OR J/S6 -'Lrm- L15FLITFIli—r- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / 1'-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. 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 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 & c @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r CHAIRS (TYP.) WWF OR FIBERMESH p e _ D — o I II I I D e I II 11 1 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY ° D ° D ° D III—III—i i l—III—III—III z NOTE: g ° D D I—III—III=1I1=1I1=1I1=11 � 111=1 I I=1 I I -III- -III- i14 *FOR BEARING WALL 1=1 11=III—III=III—III= � T W/ UPLIFT ONLY _ _ _ _ _ _ _ III —I I i—III—III—III—III—I I i—III—III—III—III—III—III—III—I =i I I-1 I I—III=1 I I=1 i t=1 I I —I 11=1 11=1 11=1 11=1 11=1 -III—_III-111-111=1 =i 1 I 1-1 11— 11=1 11=1 11='' 1=III-I I I_ III ; 111 111 111=„III ;III III=III=11 FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0° S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° xv GRADE x _ L(1) #5 REBAR W/ OPT. I I I -Sit CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E !%t I M ' SEE A/S3 OR J/S6 J -' I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"OR 1/2" HIGH STRENGTH J (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" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TW) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" �31/2" MIN. ELEV. -0'-31/2"'d c0 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 @ 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". JNSULATION 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 0 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH u11IFIRM IIt a r A �31/2" MIN. 1/2"(min.)- 4" 00 -owe. ems• -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 Ot 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" F TAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL D LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR P.T. PLATE 20" MIN. LAP [24" MIN. LAP]#5 REINFORCING FIBERMESHEEP SCREED INSTALLED BARER MANUF. #3 OR #4 REINFORCING BAR `I �• ° D • ' D • Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40ksi e r D _ FINISH GRADE °O [GRADE 60 MIN. Fy-- 60ksi] co a t • 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER I oD. e l e. ;— #5 REINFORCING BAR R 1 7/8" —� k ' _ -� T #5 I AP SPI IrF ■��19 a u�-au u ■ I► TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT A Q•. zi INTERIOR a..-31 a . CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 C z_ E71 IT, �1� M 6 MIL VAPOR = �'�) BARRIER -1=1 I I III I I _14111 111 111 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -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 E 6x6W1.4xW1.4 c--�.1 WWF OR FIBERMESH r, a_ K S3 v 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-611. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-611. -INSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH SCALE: 3/4"=V-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 0 D U J e a. g 'D I D N —II , I II II e 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 PLANFOR TRUSS AT 24" O.C. MAX. xx Y CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN oc FOR STRUCTURAL BEAM SIZE & 2x4 P.T. } CONNECTION INFO PLATE 4 2x4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION Z ATTACHED PER NAILING CO SCHEDULE � w J oLU U-0" FIN. FLR.jk 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 0000��, � ��, �•oo,�000 (2) #5 CONT.-' ON 3" CHAIRS 8" V-4" (TYP-) 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-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#) 6x6W1.4xW1.4 Q WWF OR FIBERMESH - e p. :• . 8" 0 T TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=T-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH N_ I 1 Cl) v� � "�� •� v• OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS as S.G.D. ��M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. ' CM 00 9 GRADE - d a CD I —I i o—I—III—I Z I=- w o I —III— 1=1 = I1=1I w owLUw Z 0 0 = =III=1 • •. •— _— z `D -1 =1171 —177111=1I 1I)—=——=III=1I M III III-111-111—I 1—I11 III-111=11IT FOOTING 0 1�III�lllll�liiillh„ ...III=III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 Z o — o co Q ■ C Q) cn 4--J w (10 p 0 L1J NO■, 12 E CO v1 ionM W C f0 M as � mam 00, = N U W U- 00 to C Y Q - CL Lo O rn< A' B D. NC B�DC �e Tz,. , f .,� co X N-""SR- 0 °mul .�llJ IL � W,�rgg�'S l:tlklI n ♦� 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 C4 0�1� rn > O ro Q M In °_ v N H L�.. a Ing z V Q 00 Q z fC z J C:) Wko J Oz z<< az J fF 0 oW owz W C of S J uj m�© Q O Z Z aS � 1--� fZ 5 z jR vai 3 C:M z F 0 -a 1 0 g Z J Q z o u, WRO o J gg< Y¢ WW x U. 6 U a' rC J N O ILL 0 < c < < Q <oW� M Z �--1 ce a u. P Uj � Q Z �'S z Ln r-I *k Z a z J Q o [� g = < Lu z n ,--1 0- U') SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. � . C SHEET NO. S3 (MONO)