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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @ EACH END . (U.N.O (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) 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 WHEN S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 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. (1) ROW 2x BLOCKING @ MID CONNECTOR 2x #2 SPF STUDS HGT. FOR WALL HGT, <_ V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. — @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS 1) ROW 2x BLOCKING @MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'4". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" 0/C & SLAB & BLOCK "J" SP SPT22 CONNECTOR 10 5/8"° x " "J" BOLT 24" O.C. W/ SP SPT22 CONNECTOR @ @ 6" MAX FROM END OF 2 x PLATE 5/8"x 10" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (1) LAYER TYPE II #30 ( ) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) r "' " 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR WWF OR FIBERMESH ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHORO.C. x6W1.4xW1.4 x OR 5/8 10 WEDGE ANCHOR 6x6W1.4xW1.4 D ° • ... . " ° ROOF PITCH 012 & (2) LAYERS a ° a ° .. A.F.F. 2„ @ 24 O.C.) WW F OR FIBERMESH @24"O.C.) 2„ WWF OR FIBERMESH TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF _III—III=III=I m . a D D' = I=_ —_— D I -1 I I —I I I L I i l l l--ll—J 1= ' ° ° A °. A ° _ 4 O ELEV.-0'-31/2" z 31/2"MIN. 3 1/2"MIN. 3 FOR UNDERLAYMENT REQUIREMENTS SEE R905. PITCH 4:s12. _ I —III —III —I I • I I=1 11=111 1 I 1-1 ' 1= — — D ° - - I I a ° ° ° ° ° ° ° ° ° ° 4 °. ° 2x4 CONT. a O A.F.F. O b D _ ° D , _ 6 PRE ENGINEERED WOOD TRUSS 24" O.C. U.N.O. @ —I LI ; I I II I—� _ _ _ — — — - - —,III—III—III— ;I �111=L III=III III I ° . ° .. ° ° ° ° ° ° ° ° a ° a. t� N _ — — — — D P I „ ° I I I —I I I=III=1 3 1/2"(min.)- 4 • I = I =1l I „ _ ° III=1 I I=I�, 3 1/2 (min.)- 4" °° •_ I I Ii l l- — — — D P •' , 12 (TYP.) VARIES HURRICANE ANCHOR @EACH TRUSS (SEE UPLIFT SCHED.) W/ ,LI1 .Lll=11 ;I -III=-1=1—III— I I=III=1 = I I III I I I I 8" I— � a. � ° 1° °... ° ° .. � . °. P a GARAGE DEPTH VARIES ° ° •• _• „ _ �111= 3 1/2 (min. 4 IJ I I I I I1 I I I — — — — =I —III- I I=III I I=I IW I=I I I I=I I I I _ ;, _ — 3 1/2"(min.) 4 I I = I I II � 11 I- METAL PL. UNDER EA. TRUSS ° ° ° ° 11 111= I I —I 111 I —I I —III- MOISTURE BARRIER TYPICAL INTERIOR BEARING °.. a ° g . . (2 #5 CONT. ) 411-411—I =JJ-1 I III 8 �1LI� — (2)#5 ONT. MIN, INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP 6 U.N.O. TYPICAL BEARING WALL MIN. STEP SHEARWALL C U N.O. TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „ ,- „ S3 SCALE: 3/4 -1 0 „ S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - STRENGTH CEILING ALUMINUM DRIP coN��N�oU��l EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING oS�cU� W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. JM SCREWS 7" O.C. @ SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �o MAN ors 1 ROW 2x BLOCKING MID HGT. () @ CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ - 2x STUDS 16 @ " O/C coN FOR WALL HGT. <_ 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING@ 3rd PTS FOR WALL HGT. > 8 6 . CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL 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 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8 x6 J BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"" EXPANSION BOLT @24 " O.C. STD. 90'HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3 (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 2X P.T. PLATE 3500#, MIN. TENSION 2600#) SPACE ANCHOR E * USP SPT22 TYP. SPACED EVENLY 6x6W1.4xW1.4WWFOR 20" MIN. LAP 24" MIN. LAP [ I #5 REINFORCING „ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 iv 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M 1x2 PT WD FURRING @ 24" O.C. ARCHITECTURAL FINISH ASSUMED FINISHED GRADE � E CZ i t. , A .. V D D' PER MANUF. Z #3 & #4 LAP #3 OR #4 REINFORCING BAR SPLICE GRADE40 MIN. Fy=40ksi w W D ° D• . a - —III—III—I 11 m 1/2" GYPSUM WALLBOARD RL (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL o ? ,_ ' D M — — — a D • FINISH GRADE [ GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] a W ' D ..D 1=III=III—I I I ' LIB —III —I I- i = _ I-1 I I I �— D_—• III 11==J1— U.N.O. FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN o o p o0 FOR CLARITY o > D o o =III=) = 1=III=III=� — D D ° 6 MIL VAPOR BARRIER ,, i III 11 ° I I i _ 0o ---- I I—J1—I I I II -I I W �1=s - z r w R 1 7/8„ #5 REINFORCING BAR I I Ill l I I 11�= I I— I III-1=I I I —III I I=�— III I I=1-I I WI I III=I I I I- 1x4 P.T. BASE NAILER 4 INSPECTION p 0 o I I I=I I I —I I I_I I I=1 19 I I- z =I I I I I D• I I I=1T_I=I I i—I I I-1 I I- N M I I=III=III-III #5 LAP SPLICE , (2) #5 CONT.I- x4 .. 1_111_1 NOTE: 4 I I=I I I I -I I I= • I I II ° �I I I= III=L=� 1 ON 3" CHAIRS l�n 31/4" BASEBOARD PORT AT EACH g III—III—III=III—III— *FOR BEARING WALL — CV I-1 (= I 1 I _i r D . COMP. SOIL. (COMPACTED TO -I I _ _ _ 36" MIN. LAP [36" MIN. LAP] 8„ i $„ (TYP.) MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL =I W/UPLIFT ONLY III=1=I=1 =1 1=1 =1 1=III=1—I I—III=III=I -I -I i- __ 1=1 1=I 95% MODIFIED PROCTOR ASTM 11 I -III- I I-III=I D1557) LLI III=III=III=III I I=I I 1 I J-111_—I 10" MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn TO CUT BLOCK OR POUR =1- —III=III III=III=III= =III= =III= ,III = = — 4" I I —I I i�—I I —III I I #6 REINFORCING BAR #5 STD. 90 HCJOK MUNICIPALITY. I= I -I I_-1 1=1 1=I=1 1=III=III-- III -1 I_ I i I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE -' --i i- - '= CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT G W1.4XW1.4 WWF OR FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=T-0" S3 a SLAB INFORMATION. SLAB INFORMATION. Cn =III=III',1 I ° I Z00 6 x 6 W1.4 x W1.4 6 MIL VAPOR DPI I I = = z � 31/2" 4 WWF OR FIBERMESH I I I min.) BARRIER D• D • 4 I I N ° �r GRADE I COMP. SOIL. ° _ a -_ _- - __ -_ -_ __ - •.a - - p (COMPACTED TO 95 /o —1 I I - I I=� I I= III III I III — —III III III _-_ - -_ _ _ - III I' MODIFIED PROCTOR -III -I ASTM D1557) 7-1 =1=- -_ —_ S1) REEN ENCLOSURE 11=1 I I=1 I I— I I— I I=Tll= 11= �I—I, I-- —III '� _I I11- 3" MIN. cLR. 14 III I I I— ' (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION A GYP. BD. P.T. 2x 1 TYPICAL THICKENED SLAB EDGE L H 2„ HOLD GYP. BD. SCALE: 3/4 - 1-0 S3 1/2" FROM SLAB SCALE: 3/4"=V-0" S3 CONT. BEAD SEALANT • ¢ BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT ° • a • -31/2" VARIES MASONRY WALL AND OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO BLOCK WALL BEYOND 13' O.H.D. RECESS c GARAGE 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 - _ PAD FOOTING RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH N '- E `o 8" MASONRY WALL EXTEND FILL CELLS 14" O.H.D. RECESS _ r '• ,_+ y'—I `� EMBEDMENT 12" O.C. @ W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART TO FOUNDATION PAD a PAVERS z d .' d a' STAGGERED, FROM BOTTOM 4 CONT. FOOTING STEEL MAT REINFORCING. T M ••' ' a' ' ` ' -. I =• ----- I I-- PLATE TO CONCRETE SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT ° L—L—III - z a -I I I .•d. . .. ':. • _ — Tr _ oo (MIN. TENSION 120#) CONCRETE SLAB - oo -r —_ —_ — —° a a • a I I= _ I I I I -,I I I III oo GRADE a . .a - -_ -_ — -v I �J1 I I 1=III— -III I III —I I '•' .'. I —_ '.e ''t' '.�' ' J�--� —� as C 6x6W1.4xW1.4 c� a r WWF OR FIBERMESH T M _ E = -I -III IIII , — , I N _ a _ '- II a -_� I a O W Z w i= _ I —III —III —I' 11 _ _ —III—I—I ;III=I -III—III_— I — _ '. � _ M a' M _ a w ..•,..••.•'• _ 1J—I I 1 . ' '•i . — I III I , — I I T —I I d.... ` • I _ _ _ I I II I I I, I _ _ _ N —III— —_— _ III —I ° —_ — — —_ _ _ —III TI I I, I � I— 4LL z a �Q _ _ _ s MIL VAPOR hI — I 1=I .. • I I I I d ..• I I I=1 SEE A/s3 OR J/s6 III I I I I I _ =—I I —I ! —_ —_—I 1=1 1=1 1=1 1=1 1 III_ ,ll 111--III-III , „ ,' ,, SEE A/S3/J/S6 q g III _— FOOTING —I I :'�. "' • I=III- FOR REINF. INFO. 3"MIN. CLEARANCE BARRIER — _ (= =I =III— =� _ FOR REINF. INFO. —1 — —III v = —III=III=III =III III— BEYOND ° • I I=1 , „ 1-4 (1 ST RY) —I I 1 III III —I — OPTION #1 -I — _ —III—IT- PAD REINFORCEMENT �� 3 MIN. CLEARANCE SEE A/S3 OR J/S6 -ITI I =I I� I I III- — I I I I-� 1 1 III- I " 1-8 2 ST R 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 STORY) /1'-$"(1 STORY w/DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K SLAB STEP &RECESS S.G.D. M PATIO COLUMN FTG. DETAIL("N� 1' 8" (2 STOR ) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 GARAGE DOOR SLAB RECESS J.1 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. U( 'r M O O '- O zCO z� <c OJ z O � nNn , Q) cry w r p .0 w Of E 0 ul o 0 m� U (DM w F— o — 00 C) f9 M 12 2 O 00 U L LL 00 -00 7 CU aoi U O Y <Lm LO Sao A1 B D. v.CB.DC f �s s tya2 a a ,as 5 o cs7 .u��7 to 0 ..•rp � N �w R$NN�' a Z3fl� Py N" La` LLI W New" al i C' En EIJI 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 51h 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 � O 4-J F/-I M O M M In a a L ul � Ln Q H [! . e-1 a0- 00 CO E z��" H W J� oZ R W� za <a ~ Cis a 0 0 zgo _ Q zww13� 1�, 1W ��yowz 2 - Q J C 0i J TI J O N W mow° J z Q roZ ¢z 2: O T� g z -p _x ICJ vl3 ' ro M z �o 0 (3) 0 O > C o J Q U (n rO Q 0 L� Lu 0� oz aYro o� O VOa'mc. o. N 1 ` LJ._ Zc. o W z J W Q Q d- < < 2: Z N o,, o W Lei � �CE =, J rl � w Q a� W n0ZLi o �aa 00 *k Q Z Z <�z J p m rn _ aZ ,-i IZ Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. S3 (MONO)