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(1) LAYER UNDERLAYMENT FOR ROOF PITCH 412 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4:02. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.C. 12 HURRICANE ANCHOR @ EACH VARIES TRUSS (SEE UPLIFT SCHED.) W1 5/8"OR 1/2"HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 BLOCKING W/ _ZTTYP.) -7yP) METAL PL. UNDER EA. TRUSS I @ (U.N.O.) (OR %" GYP. TYPE "X' W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @ EACH END MOISTURE BARRIER GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT (U.N.O.) (OR V8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT INSULATION BA ROOF COVERING S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN 7/16" O.S.B. MIN. SEE ROOF TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW NAILING SCHEDULE ON SHT. 8"x8!'xl 6" NOMINAL BLOCK WITH TOP PLATE SN1 3/8" MORTAR BETWEEN COURSES USP SPT24 ELEV. VARIES CONNECTOR Nx 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. 5/8" OR 1/2" HIGH \-ALUMINUM DRIP 1/2" CDX PLYWOOD OR 7116" 0 S B CONNECTOR STRENGTH CEILING EDGE �AILUMINUM SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL BOARD PER CODE (OR 5/8' FASCIA EXTERIOR OR SHEAR WALLS AS HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8*4'. (2) ROWS 2x BLOCKING @ 3rd PTS GYP. TYPE ")C @ GARAGE %12' \0 L2x INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-13". FOR WALL HGT. > 8'-6". W/A HABITABLE ROOM N. SUB FASCIA SHEATHING W/ 8d COMMON NAILS @ 4' O.C. @ BOUNDARIES, 6- O.C. @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN ABOVE) WIDRYWALL 2" VENTILATED SCREWS @ 7' O.C. S FFIT 0 8"x4"x16" NOMINAL 3/8" MORTAR BETWEEN EDGES, AND @ 12' O.C. @ FIELD CEILING & 8* O.C. WALLS BLOCK WITH 3/8" SLAB & BLOCK SP SPT22 CONNECTOR 5/8"* x 10""J" BOLT @24" 0. W/ 5/8"* x 10" "J" BOLT @ 24* O.C. W/ SP SPT22 CONNECTOR INSULATION PER 8.x8"X16m KNOCK -OUT BLOCK W/ 1 #5 CONT. MORTAR BETWEEN COURSES CUT TO 2"x3/116" PLATE WASHER (TYP.) 2"*x3/16" PLATE WASHER (TYP.) 1/2"x12" TITEN HD 24" CHART ON FLOOR FILLED SOLID W/GROUT SLOPE. Cl) ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: @ x P.T. BOTTOM PLATE O.C. OR 5/8"xl O'WEDGE ANCHOR PLAN OL A.F.F. O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24 2" O.C.) @ 24" O.C.) 211 1x2 P.T. HORIZONTAL ELEV. 4-4 1/211 WWF OR FIBERMESH /6x6Wl.4xWl.4 WWF OR FIBERMESH NAILER 8" C.M.U. TYPICAL OL A.F.F. z ELEV. 4-3 1/2%gt-, 31/2"MIN. 31/2" MIN. STD. 90-HOOK (SEE DETAIL) PE "Sm MORTAR p: A.F.F. 2x4 CONT. 0 .7- , -. - . 1% , 1/2"(min 4" K /9-inni. I- A' EI I F��I I FEI 1 F'3 1/2"(min.)- 4' 04 A - : ;o Ed I I�d I F, &0 I 1=1 I IEI I F GARAGE DEPTH VARIES 10(min.). - 47. 3 112"(mo 7 4'. n) RCHITECTURAL FINISH 1x2 PT WD FURRING @ 24' O.C.-/ (2) #5 CONT. 411 V-4" 8- (2) #5 CONT. 4 1/2"GYPSUMWALLBOARD-'�'�- (1) #5 VERT. IN FILL U.N.O. MIN. U.N.O. MIN. U.N.O. CELLS(SEE GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP @ SHEARWALL C� TYPICAL BEARING WALL @ STEP (' C C� FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) SCALE: 314"=1'-0" � "SHEAR WALL" SCALE: 3/4"=1 '-0" SCALE: 3/411=11_0.1 4"x4" INSPECTION �3 3 1/4" BASEBOARD PORTATEACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR PEIS MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR 1/2"OR 7/16" OSB MIN. PLYWOOD SHEATHING MUNICIPALITY. CURB DUE TO SLOPE NAILED W/ 8d COMMON NAILS @ 4' O/C ,X6 L CONCRETE SLAB W/ 6XI 0- - /-NOTE:EXTEND 2x S.P.F. STUDS @ 16" O.C. A BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4* to 6" 2x STUD LOADBEARINGOR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. Olt` f "05 C 1� (1) ROW 2x BLOCKING @ MID HGT. BELOW GRADE .G I d EXTERIOR WALL 8"C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS@ 16" O/C cilo FOR WALL HGT. !g V-15". (2) E .-!kr 17�7 z 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR C-4 go #5 VERT. IN FILLED CELL /8"STUCCO FINISH PER ASTM C. 926 APPLY 3 :5K FOR WALL HGT. > 8'-6'. ADDITIONAL INFORMATION SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2' GYP. WB (MIN.) @ GARAGE 6 MIL VAPOR t z G/S3 FOR ANCHOR 5/8"* x 10" "J" BOLT @ 24" O/C W1 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. BARRIER TTI E 'D C14 BOLTINFO. 5/8"x6"..1" BOLTS BOLT @ 24' O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. ALOCK 5/8'- EXPANSION BOLT @24 " O.C. COMP. SOIL. (IF NO UP LIFT ON 5/8" x 6" WALL SEE GGIS3) EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 11r 2x P.T. PLATE W1 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) (COMPACTED TO 95% MODIFIED PROCT R (6) 1/4'x3 1/4' TAPCONS *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FRO M 6x6W1 x W1.4 ASTM D1557) C14 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED -j - BAR ;5 .4 04 END OF 2" x PLATE WWF OR FIBERMESH .3' MIN. CLR. (2) #5 REBAR CONT. ASSUMED FINISHED E PER MANUR Lu a "'�-#3 OR #4 REINFORCING BAR uj MIN. Fy= 40 0 ON 3"CHAIRS TYP. 4" 1 114' STD. 90 HOOK (SEE DETAIL) GRADE x .. \ .1 .. 2� #3 & #4 LAP SPLICE 0- co m Tj= I I= 9 U.N.O. MONO OR STEMWALL-, FINISH GRADE ;0 M Jk. 25"MIN. LAP 0- EEI El I F, TYPICAL WALL SECTION m FOOTING MONO SHOWN go - 60 Lu ul 11 Ir FOR CLARITY 6 MIL VAPOR 16 =1 I ---- R 17/8 Tj�= I J= SCALE: 3/4"= 1' -0" M I IHEI I lEd I IHI. I IEI I I--- Lz #5 REINFORCING BAR �3 z #5 LAP SPLICE =EIIIE1IIEIIF' (2) #5 NOTE: C%I *FOR BEARING WALL COMP. SOIL. (COMPACTED TO I 1 1-1 JiLl I F,,Ll r=,,,tl 36"MIN. LAP - ON 3" (TYP.) V-4" 8" (1) ROW 2x BLOCKING @ MID W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM Ttl-I'm bli - - - 10" 2x #2 SPF STUDS -\ HGT. FOR WALL HGT. :� 8'-6". (2) D1557) LIVI L1PEL1IF,, Lir�=WIVMI�,Wil -'��#6 @16" O.C. Wt (2) ROWS 2x BLOCKING@ 3rd PTS , : - I---; , I I . !--- � � i - 2 4" REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING 16d TOENAILS T & B FOR WALL HGT. > 8'-6". FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING K"E� REBAR DETAILS F� WALL W/ UPLIFT 1/2"GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" � �3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"= 1 �4' 1\ �3 SCALE: N.T.S. SCALE: 3/4"=V-0" � �3 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & SLAB INFORMATION. SLAB INFORMATION. @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3- C%j 6 x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH Cl) WWF OR FIBERMESH 31/2"(min.)-4" 4 GRADE 00 1=1 I 1=1 I M 1 I 1EI I F, .-Aii 1111 :111 1111=11, IIF ld I III- I F�d I IE 11-111- El I MI I I I -I I fil I F� Pi - MIN. TYPICAL INTERIOR BEARING P.T. 2x 1/2" GYP. BD. TYPICAL THICKENED SLAB EDGE WALL W/OUT UPLIFT rG G HOLD GYP. BD. 21 1/2" FROM SLAB SCALE: 3/4"=V-0" SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 1.,� 0101. CONT. BEAD SEALANT hj. FOR ADDITIONAL SLAB �3 -- - INFORMATION. BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24 O.C. U.N.O. EXPANSION JOINT -3 1/2' VARIES MASONRY WALL AND OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO WALL BEYOND -13" O.H.D. RECESS GARAGE 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 PAD FOOTING RECEIVE PAVERS/ DRIVEWAY -___,--BLOCK CONCRETE SLAB CONCRETE NAILS W 11/2 1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH Q e E 8" MASONRY WALL - EXTEND FILL CELLS 14' O.H.D. RECESS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, --INSULATION PER CHART C- CV PAVERS� 71 FROM BOTTOM 4 CONT. FOOTING STEEL-\ MAT REINFORCING. c, PLATE TO CONCRETE 7 ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT ... . ��] I F9 I Fd 11: - . ... . ... co z 4 TENSION 120#) ONCRETE SLAB 60 117 00 z 6 x 6 W1.4 x W1.4 0i 4 0 UJI LLJ ;0 ce) WWFORFI BERMESH -1 W D -W 0 ow 0 z 4" ;o F- C4 C0j - 0 0 m: 0 07 SEE A/S3 OR J/S6 SEE A/S3/J/S6 118- U- 6 MIL VAPOR "'��OOTING -1 FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER FOR REINF. INFO. BEYOND 111=1 I V 11-41, (1 STORY) OPTION #1 PAD REINFORCEMEN SEE A/S3 OR J/S6 V-8" (2 STORY) 4" 4" SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH FOR REINF. INFO. 3" MIN. CLEARANCE SLAB INFORMATION. SEE SCHEDULE 1' 4' (1 STOR)) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK"'� SLAB STEP & RECESS c@ S.G.D. m PATIO COLUMN FTG. DETA I L rN 1'.8" (2 STOR)) SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\ �3 SCALE: 3/4"=V-0" SCALE: 3/4"=T-0" \,,, �3 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. U 0 C - 4- V� C I" 0 CV) 1� a' (D E CO) wo 0 r, CD U OL a) E 00 .0 �zm a) c.2 c,) m ILL cr) 0) a) 0 dm.�d , 04 0 '0.0 o 0) 0 OD 0 0.00 0) < 0 0 8 D N C 9 D C o, C', U) E 0S To the best of 1he engineers know1ed".1JQ' understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residendal with 2009 revisions signed and sealed for the structural portion of this rawing. 11714 Ify) Z AR m 14 U) U) > z > 0 M 571 z ce 116� (%4 < 0) N %0 z 4-J Z LU LU CD m Ln 4) L Ln n U z z LU 0 U05 LCL, ZO LU Z I.- ILA LU Z, Z. 2 6xv)mo z <0 Z�- z � j Z:c 8 ox: W,� C:) x Lz, zz CiIii -wi 8 - 8 c, 25 0 LU Cli W 0 z m z c) LU rq 0 ko 2: T-1 Ln Z 7", -j Ce 3: 0 0;� z a L. 0 0 UW � ti; co P 0 z11.1 LZLJ.:e Z CY Q =Z) 2E 0 & Lu 0 0 LD C'+4 U F<- x LU C:) � L>- g 0 z UJI < W x m � OL 0 LR a V)R6 z z< Lu 0 LL z LU > U*) P Z :5 AS NOTED PLOT DATE : 05/24/2011 VERSION NO. JOB NO: 11-0667-0672 SHEET NO. S3M