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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 21!7PTYP') VARIES .) � �� /ZZ-11" INSULA TION LE 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X"@ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS 17- O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-J NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT, > 8'-6". 1/2' GYP. WB (MIN.) I GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & 16" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE 11 (#30) 1 ffo I - %.ji a - 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >412 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT 9 I> I % r %%JUr' rI 1 Vn 1+: 14 VI"N Lr-00 AIR PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. - URRICANE ANCHOR @ EACH ;USS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL WOUT UPLIFT (*GG NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 314"=1'-0" � ELEV. VARIESAi__� FOR ADDITIONAL SLAB �S3 I INFORMATION. �--ALUMINUM DRIP iiii_!DGE ALUMINUM FASCIA L2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH ` '-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 518"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "i @ W/ 2-16d TOE NAILS I EACH END (U.N.O.) (OR V GYP. TYPE 7" @ GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE Wx&i 6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REaD. FOR ALL ,�1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-1 (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-13". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6- O.C. @ MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD F SLAB & BLOCK 5/8"' x 1 0""J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8110 x 10" "1 BOLT @ 24" O.C. W/ - 2"x3/16" PLATE WASHER (TYP.) 2"*0/16" PLATE WASHER (TYP.) (ALT: 1/2"xl 2" TITEN HD @ 24" Cn (ALT: 1/2"x1l 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE :IF I ELEV. 0'-0" AK O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"x10'WEDGE ANCHOR A.F.F. " O.C.) @ 24" O.C.) @ 24 WWF OR FIBERMESH 0 4 3 1/2" MIN. ELEV. 4 3 1/2" 4 2x4 CONT CONT- 4 1 4 4 A. F. �F�o U_ 4 GARAGE DEPTH VARIES 1714 ;0 1/2"(min.).- gg lj.=�2-L I_' AMI 1 F= I WWI' (2) #5 CONT 4" 81: U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP (ED SHEARWA "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" S3 1/2"OR 7116" OSB MIN. PLYWOOD SHEATHING - NAILED W1 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS 1 11 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 4 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR - - -) MAIA10 rNIT ') 01 nt-VIKIr_' C S3 ;0 3 1/2" MIN. 1/2"(min.)- 4" (2) #5 CONT. 1 4T 11-11 1-'4111 IF I U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" MASONRY WALL AND--- > 1.1 PAD FOOTING 8"MASONRYWALL EXTEND FILL CELLS T PAD CONT. FOOTING STEEL MAT REINFORCING. GRADE .4 4 11110 LU 10 11 z LU LU Z5a. LU LU CD LU 0 !10 0, z 0 in LL /,6.. - 4 oOOTING �= 2 BEYOND PAD REINFORCEMENTJ_ 1 3" MIN . CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. '\,,13�_ (1) ROW 2x BLOCKING @ MID HGT. 8"16" KN' EXTERIOR WALL 81, C M U k ; A �W_ 2x STUDS @ 16" 1 NOTE: FOR WALL HGT. 15 V-16". (2) OCK-OUT THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd FITS BLOCK W1 1#5 CONT. 1 "x P. T.' S`T U D SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". 2 I FILLED SOLID W/GROUT SEE CC/S3 OR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER U 8" C.M.U. TYPICAL 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 ROOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. BOLT INFO. rl 5/8"- EXPANSION BOLT @24 " O.C. 5/8"1 "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. (a) K.O. BLOCK (IF NO UP LIFT 03N @ 24" O.C. VERT. OR /,_IJSP SPT22 @ EA. STUD 2x P.T. PLATE W1 7 EMBEDMENT (MIN. SHEAR 5/8" x 6" EPDXY BOLT OR D� "S" MORTAR WALL SEE GG/S3) if It MIN. 2500 PSI CONCRETE SLAB W/ COArIli Ali D /-3500#, MIN. TENSION 2600#) FINISH 1 x2 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB v) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND W11AXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE 00 Cl) 6 MIL VAPOR BARRIER 4 C14 COMP. SOIL.. (COMPACTED 95% MODIFIED FIR TOR f IY4 ASTM D 1557) 3" MIN. CLR. (2) #5 REBAR CONT._/ ON 3" CHAIRS TYP. 4"1 V-4" STD. 90 HOOK (SEE U.N.O. I DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0i" �3 15(w NO (6)1/4 x3 1/4 TAPCONS 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] E 6 x 6 W1.4 x W1.4 WWF OR #5 REINFORCING X *USP SPT22 TYP. SPACED EVENLY BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH BAR c1q WEEP SCREED INSTALLED X to END OF 2" x PLATE WWF OR FIBERMESH ----2x P.T. PLATE PER MANUF. X ASSUMED FINISHED N"`-#3 OR #4 REINFORCING BAR X GRADE 40 MIN. ll 40ksi X a. [GRADE 60 MIN. Fr- 61 co 00 X I> FINISH GRADE �GRADE #3 & #4 LAP SPLICE MONO OR STEMWALL Cf) 25- MIN. LAP [30- MIN. LAP] W= x I X I I FOOTING MONO SHOWN 2 - 6 �1 r I -[I - I- \ .. I I /Imil 00 A X 'I W U) 6 MIL VAPOR BARRIER FOR CLARITY R 17/8" F-1 I 1=1 I IEI I H� ----#5 REINFORCING BAR CN #5 LAP SPLICE (2) #5 CONT. NOTE: MIN. LAP] ON 3" CHAI �S 36" MIN. LAP [36 *FOR BEARING WALL COMP. SOIL. (COMPACTED TO (TYP.) 101, W/ UPLIFT ONLY r=j�W-IrmWI-rF 95% MODIFIED PROCTOR ASTM _�'-#113 REINFORCING BAR #5 STD. 90 HOOK D 1557) 111zy, X., ''M E I I=" , 4" V-411 I �=_.,Ll rF, LI I rl I I— I r III TYPICAL INTERIOR BEARING L�=,,j =1 III - #6 LAP SPLICE WALL W/ UPLIFT FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS rG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 31/2" WWF OR FIBERMESH in.) 4"---, A .0. r I 1 1-1 1 1-1 1 ixx3rrTx'2 7171=1 I III I 1� I rK SCALE: 3/4"=V-0" S3 GRADE I 11 1=14 -I-4LIT-F�1 #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1"-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP A ND 6" BEYOND DOOR TO RECEIVE PAVERS/ DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND CONCRETE SLAB EXPANSION JOINT PAVERS� 14" O.H.D. RECESS - 1311 -O.H.D. RECESS 1. A: M 0? E-1 4 .401 F SEEA/S30RJ/S6-` -1=71 lllii�lll 11 1 1- SEE A/S3 OR J/S6 L IT�3"MIN. CLEARANCE IT _L L rl ��M FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 1',4" (1 STORY) 1 V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STORY) 1-18" (2 STOR) V-81" (2 STORY) GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=1'4' VARIES SEE PLAN 11/2" RECESS FOR 6 x 6 W1 .4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH !Z�I 10d NAILS TO TRUSS TOP CHORD CID FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN AT 24" O.C. MAX. x:1 FOR TRUSS I R x CONNECTION INFO 4 4 SEE PLAN FO x TOP OF BEAM "i & LAYOUT DESIGN �z SEE ROOF PLAN q' A 7 FOR STRUCTURAL BEAM SIZE & g TH= //-�,14 TPI CONNECTION INFO 7 t 9 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8- COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. (1) 9 OtIuCrNil III C: OPTION #1 1/2" GYP. BD. § -d-11 I I P.T. 2x _j SLAB INFORMATION. HOLD GYP. BD. ::� W 2" F5 W 1/2" FROM SLAB SLAB STEP & RECESS (cD S.G.D. ��M 01.011 CONT. BEAD SEALANT SEE FLOOR PLAN FOR All j>K1 -zi SCALE: 3/4"=Vi � S3 INTERIOR 2X STU -3 1/2" GARAC 1/2" G)I` CONCRETE NAILS W 11/2 W/ DR" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM INSUU PLATE TO CONCRETE ON FL( (MIN. SHEAR 180# MIN. CONT. TENSION 120#) CONCRETE SLAB 6x6VY WWF C 00 1=1 I 7L_`T_jj=j r� * * < 6 MIL VAPOR I I ILE, BARRIER 1411.411 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE: 3/4"=V-0" Is �', S3 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. Q'i FIN. FLR.jk IV I _` z z V) (D i C-/) 4-J u, M U 0 LU 0 0) Cl) 00 I cm M C ICU M E T 'S cO4 0 0 0 0 FL CO (D 0 W U) CL C) (3) L < 6 n A-L N C B-D C A -NE 0 z ce) -3- N Cv v IM, L z20 -0 CR HIM e LL F z 01 4 3z%l 114"1 fit! E] 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. 10 CD Z r-j 0 a) N > C:) p 4-;- N 170 Lr) z Ln 2: a) 0 Ln < L_ LL CL e-s re) ce U CL z < § E z z WUJI 10 C:) 0 z < Z, 0 Z.--< F- �E.zz rz , �q u-, W E -L '.) -, M 0 V) Z Z z Ln 0 z 0 V) �r a! Lr) Z F- r-4 0 > 0 U C, L, wo 0 B � 0- 2� LL. z .'a - LU Ci Z z r-4 =,_0 Z Z.= " LU L0 W, =Z, z 8 U 1.0 Lu �, < cl: 8 < z Luz z z Z M LU 0 tu rn SCALE AS NOTED DATE 2/24/2014 TECH: MIAMES VERSION NO 10 SHEET NO. S3 (MONO) TRIM PER PLAN BRICK PAVERS or SLAB PER COMMUNITY SPECS 0 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS I 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 116" O.C. U.N.O. ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". --4NSULATION PER CHART ON FLOOR PLAN -USP SPT22 CONNECTOR x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WW`F OR FIBERMESH Zi I MUU I 11i 1_,VLi WI-t & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C.