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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %' GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @ EACH END "X" GARAGE W/A HABITABLE ROOM (U.N.O.) (OR V GYP. TYPE @ 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 TOP PLATE TRUSS ALIGNED WITH STUD BELOW DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"x8"x16"NOMINAL BLOCK WITH TOP PLAT 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 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 16d TOENAILS T & B FOR WALL HGT. > V-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 PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z ____-__.._____.___ __ 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ EDGES, AND @ 1BOUND2' OIEC.�@ FIELD NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN (1) LAYER TYPE II (#30) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE c - - - -"-- - - - - ---- SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR "e "" " " SP SPT22 CONNECTOR 5/8 x 10 J BOLT @ 24 O.C. W/ UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 *- 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ALT:1/2 x12 TITEN HD ( " " @ 24" PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH co -_:_ ---- t7 " ELEV. 0-0OL ALT: 1/2"x12"TITEN HD 24" ( @ O.C. OR 5/ "x10' WEDGE ANCHORO.C. 2X P.T. BOTTOM PLATE OR x 10 WEDGE 2x P.T. BOTTOM PLATE ANCHOR (2) LAYERS TYPE I OR TYPE II ° A.F.F. @ 24" O.C) 2" x @ 2 " O.C.) 2" (#15 OR #30) UNDERLAYMENT ° WW F OR FIBERMESH WWFR FIBERMESH FOR ROOF PITCH 4:12OR a r > ' - 4 p .. ° ° a °. °' a ° . °; ° ° ELEV.�� z �31/2" MIN. �31/2" MIN. FOR UNDERLAYMENT LESS. - e Tr ° a ° ° ° , 4 . °a ° ° ° °. ° ° -0-31/2 p A.F.F. S a ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° a ° . ° , tl 2x4 CONT. ° U. e . 1/2"(min.)-4" IL ° ' 1/2"(min.)-4" TRUSS @ 24" O.C. U.N.O. _ ° ° a ° ° 44 a .. . o N p 71 ° (311/2k ,"min. ° • �' _ 00 r,r ► ° _ ° 12 ANCHOR @EACH( '- A. I I" ° ° a ° a GARAGE DEPTH VARIES -4" - 31/2" (min. - 4 " .HURRICANE VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8 METAL PL. UNDER EA. TRUSS °... p ° ° 4. . ' MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 11114" 8" _- (2) #5 CONT. » " » 4 8 INSU ION LE SHINGLE ROOF U.N.O. MIN. U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" 53 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1l2"HIGH ALUMINUM DRIP N��s c� STRENGTH CEILING EDGE -01 BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �� GYP. TYPE @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 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. ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M��Ms (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C / FOR WALL HGT. s V-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 NOTE: ROWS 2x BLOCKING 3rd PTS @ SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR c�.t LAYERS W/ TOTAL THICKNESS 7/8" OVER / GY I . (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "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 F100K DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" 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 LIFT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD 2x P.T. PLATE DMENT SHEAR TYPE "S" MORTAR E WALL SEE GGIS3) 3) (6)1/4"x3 TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 2X P.T. PLATE 500# MIN. NM 600# c SPACE ANCHOR � ) *USP SPT22 TYP. V SPACED EVENLY 6 x 6 W1A x W1.4 WWF OR FIBERMESH 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING � BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 <E 2x P.T. PLATE �. EEP SCREED INSTALLED BAR a END OF 2" x PLATE WWF OR FIBERMESH `V • '- ARCHITECTURAL ASSUMED FINISHED c E PER MANUF. G #3 OR #4 REINFORCING BAR > ° 1x2 PT WD FURRING @ 24" O.C. FINISH ' t41 GRADE c ° ' ° ' e z #3 $ #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° . o• 4 z (1) #5 VERT. IN FILL MONO OR STEMWALL M e a a FINISH GRADE o0 M 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksij [ ] p . 1/2" GYPSUM WALLBOARD CELLS (SEE ° ° FOOTING MONO SHOWN D g » w e U.N.O. FOUNDATION PLAN FOR CLARITY o D D °p 6 MIL VAPOR BARRIER p e• °' R 1 7/8" I=III=III=III-III=1 _ _ _ _ I =i FOR LOCATIONS) o ° o a #5 REINFORCING BAR _ 1x4 P.T. BASE NAILER " " p ' ° I I i—III—III—III-1 I-111- z ' ' #5 LAP SPLICE (2) #5 CONT; - 4 x4 INSPECTION ° NOTE: I=III—III—I =III-III=I ON 3" CHAIRS 3 1/4"BASEBOARD PORT AT EACH g FOR BEARING WALL III—III—III=1 I—III=III= N I=1 =1 I =1 I •' COMP. SOIL. (COMPACTED TO > 36"MIN. LAP [36' MIN. LAP] (TYP-) 8 1-4 8 " FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ = =1 _ - -- -_ - 95% MODIFIED PROCTOR ASTM io " _ _ _ _ _ --- I I I- I 1==1 1�1_I_I= '' MIN. 2500 PSI CONC. SLAB ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER �' _ III= I=�=I �I I=III= I I=III=1 I =I =I =III�=III=I =1 I,',I li 11III II =1 I1=1 1=1 1=1 1==I D1557) 4" 1'-a" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR �I �I IIII=1 =III=I -III=III-I I =i I ==III-1 #6LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR FIBERMESH" a DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: "_ � " 3/4 -1-0S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ � " SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. E �• t ° °' `v I II °O 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 zQ 'Q 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE OOF LAN S.G.D. (U.N.O.) WWF OR FIBERMESH .e 6 MIL VAPOR ► ► z r- min. 4 » 10d NAILS TO TRUSS TOP CHORD FOR TRUSS A M I BARRIER p , p 1 , a GRADE AT 24 O.C. MAX. CONNECTION INFO e • COMP. SOIL. ° °0 * - TOP OF BEAM & LAYOUT DESIGN v •a ( COMPACTED TO 95% _ _ (1) #5 REBAR w/OPT. SEE ROOF PLAN °Q c �; ° a A E MODIFIED PROCTOR ASTM D1557) _ E ENCLOSURE FOR STRUCTURAL a . . m ' a 3" MIN. CLR. a 2x4 P.T. BEAM SIZE & CONNECTION INFO a � , • e • • ' d' (2) #5 REBAR CONT. 4 PUTE ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 NOOK (SEE MIN. 2 716" U.N.O. DETAIL ) o.S.B. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 8» TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION MIN CH O.S.B. SHEATHING � ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-0" S3 SCALE: S3 w 0 SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 1/2" GYP. BD. w SLAB INFORMATION. " HOLD GYP. BD. Ej oIII W SLAB STEP & RECESS S.G.D. M 1/2" FROM SLAB 01-0" CONT. BEAD SEALANT co SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO • RECEIVE PAVERS/ DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND " ° • < INTERIOR 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTIONSTRUCTURAL N FIOE CONCRETE SLAB EXPANSION JOINT ° • 31/2" ; j SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND 14 O.H.D. RECESS 13 O.H.D. RECESS � � GARAGE w/ 1/4 x3 TAPCONS AT 8 PAD FOOTING PAVERS z CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL .-. EXTEND FILL CELLS c M EMBEDMENT 12" O.C. @ W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN TO FOUNDATION PAD " STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. --- -' f '•' ' �' •• ` PLATE TO CONCRETE " ON FLOOR PLAN o, rR - _ • ' �' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT " SQUARE CMU BLOCK BASE, z is 4" to _ ' ' ' •' is : ' go TENSION 120#) CONCRETE SLAB E M SIZE VARIES PER PLAN ' '•• .. :- ' ' •' r 4 _ s x s w1.a x w1.4 w/ MIN. (2) #5 VERTICALS J *.:. -,' •::'� '.: •,' ::'� ad " c r WWF OR FIBERMESH �, FILLED SOLID W =i I I-1 III= I I -=III= I W a W o ' -_--_ - = i'- I L=1 ° BRICK PAVERS or SLAB PER o o rn = •' - : . �' III - I-_ _ M 6 MIL VAPOR - = i'- I -1 -_-_- --_ I' ( I z_ 0'-0" FIN. FLR. COMMUNITY SPECS - - - LL " aI=_= SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 -Mal3"MIN. - �� _- - _ -� I I �' I' III=III- i III -III -III -III OOTING III III=1 =1 —III= 1 11=111=111 c� FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. CLEARANCE BARRIER =III=11—I I =III=III .111- _ _ _ _ _ _ 11-III=III=III=III I I -III-III— BEYOND » " 1 (1 STOR / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1-4 (1 ST RY) " I I I I r I I ,, �' - , :. •' :.. • . ; : , v' PAD REINFORCEMENT =i 1=1 1=i -' 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" (2 STOR V-8" (2 ST RY) 4" 4" y. *' SEE CONC. PADINFO. FOOTING WIDTH • �' SEE SCHEDULE GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE:3W= ro SCALE: N.T.S. 53 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. CD Lou Z Z zliga-plaft Q z V) U' U 4--J Lu 0 U w Lh Of V) O "' C) o m n U '8 dMM Os ll U Of n fn g Ln Q co �i C A' B D. "C-B DC Y'" • fA Z o. 03 ��i e►` '' 0LL _ a W FL.D • ; E S S I �� To the best of the Engineer's knowle ge, 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 iN 0 v r� ,4 ">LIZ V) Cn z in V) M Ln �L z H a)L Q 0000 E J W � d- ��pZQS�O� 11J Z F. LL �li!_ o aU z z o w C:) CD Ca f� Ln 1174 Ln laaaaaa oa O Q %/~� 0 -o Z LLJ��5 C)LU $ 0 >_ _j N �$ Ln �g 0 V" �;it i,-W F_ O L Z W z .. I--» .. z SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 180 JOB NO: 17-2862 SHEET NO. S3 (MONO)