Laserfiche WebLink
FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />12 <br />VARIES <br />INSU <br />5/8" OR 1/2" HIGH <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL-J <br />NAILER <br />STD. 90-HOOK (SEE DETAIL) <br />2x #2 SPF STUDS - <br />@ 16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE - <br />(2) #5 CONT. ON 3" <br />(1) LAYER TYPE 11 (#30) CHAIRS (TYP.) <br />UNDERLAYMENT FOR <br />ROOF PITCH 012 & (2) LAYER ol <br />�S <br />0 <br />TYPE I OR TYPE 11 (#15 R # 0) .. tA <br />UNDERLAYMENT FOR ROOF <br />PITCH 4x_12. <br />,,--PRE ENGINEERED WOOD <br />TRUSS @ 24" O.C. U.N�O. <br />HURRICANE ANCHOR @ EACH <br />11"131 too 0 E: 11 <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. !� 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2� <br />APPLICABLE. <br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & lz� <br />@ 6" MAX FROM END OF 2 x PLATE E <br />.6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />1 61 19, �QPI <br />k C_ 17-1-117 1 0Ii-r1r_LJ.) VV/ <br />METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER TYPICAL INTERIOR BEARING <br />SHINGLE ROOF <br />7/16" 1 MIN. SEE ROOF WALL VV/UU I UIIIIILll- I GG <br />NAILING SCHEDULE ON SHT. <br />SN1 SEE TYP. WALL SECTION <br />ELEV. VARIESk FOR ADDITIONAL SLAB <br />INFORMATION. <br />ALUMINUM DRIP <br />EDGE <br />E <br />ALUMINUM FASCIA <br />L <br />"�N 0. 2x SUB FASCIA <br />LSEE SOFFIT <br />SHEET <br />8"&'X16" KNOCK -OUT <br />BLOCK W/ 1 #5 CONT. <br />FILLED SOLID W/GROUT <br />C.M.U. TYPICAL <br />TYPE 'IS" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />Vz"�CELLS(SEE <br />1/2" GYPSUM WALLBOARD 7A <br />(1) #5 VERT. IN FILL <br />U.N.O. <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />- 4"x4" INSPECTION <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC, SLAB <br />- AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />Q TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W1 6X6 <br />/-NOTE:EXTEND <br />W1.4XW1.4 VVWF OR <br />"FIBERMESH" <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />CN <br />00 <br />Cf) <br />6 MIL VAPOR > <br />BARRIER I> <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR 211 :11-:111-11 -11 111 <br />ASTM D 1557) <br />,3" MIN.CLR. <br />(2) #5 REBAR CONT . <br />ON 3" CHAIRS TYP. V-4" STD. 90 HOOK (SEE <br />U.N.O. DETAIL) <br />TYPICAL WALL SECTION rA <br />SCALE: 3/4" = V-0" �3 <br />OPT: DEPRESS SLAB 5 Y2" DEEP <br />AND 6" BEYOND DOOR TO <br />RECEIVE PAVERS DRIVEWAY BLOCK WALL BEYOND <br />CONCRETE SLAB <br />1411 O.H.D. RECESS <br />PAVERS 'T 2� <br />7 <br />4 <br />I ILL <br />T I <br />H. <br />:4. <br />U 0? <br />-11 F1 I r' <br />TI IL <br />SEE A/S3 OR J/S6 1�7 <br />L9TI L <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' .4" (1 STOR)j / V-8" (1 STORYw/ DEPRESSED SLAB OPT.) <br />1'.8" (2 STOR) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 <br />ADDITIONAL INFORMATION. <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE CC/S3 OR - <br />G/S3 FOR ANCHOR <br />BOLTINFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*USP SPT22 TYP. - <br />MONO OR STEMWALL- <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />SCALE: 3/4"=V-0" S3 <br />5/8"OR 1/2" HIGH STRENGTH -` <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />8"x8"x1 6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />USP SPT24 <br />CONNECTOR <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />'/x <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />3/8" MORTAR BETWEEN <br />EDGES, AND @ 12" O.C. @ FIELD <br />SLAB & BLOCK <br />5/8" x 10" "J" BOLT @ 24" O.C. W/ <br />2"x3/16" PLATE WASHER (TYP.) <br />C13 <br />ELEV. 0'-0" <br />(ALT: 112"x12" TITEN HD @ 24" <br />OIL <br />O.C. OR 5/8"xl O'WEDGE ANCHOR-x- <br />A. F.F. <br />@ 24" 211 <br />-4 4 <br />ELEV. 4-3 1/21' <br />z <br />,�1/2" MIN <br />4, <br />2x4 CON T� <br />A.FL: <br />LL <br />7- <br />4 <br />4 4 <br />'a <br />CD <br />Cq <br />00 <br />(3 '2 <br />4 <br />4 <br />4 <br />4- <br />1/2"(mi <br />(ii �;l 4;" <br />GARAGE DEPTH VARIES <br />.1 L 01 <br />I-V - I I IEEI <br />TRUSS 130TTOM CHORD OR 2x4 BLOCKING <br />BOTTOM CHORD OR 2x4 BLOCKING W/ <br />W/ 2-16d TOE NAILS @ EACH END <br />5/8"OR 1/2" HIGH STRENGTH <br />2-16d TOE NAILS @ EACH END <br />(U.N.O.) (OR %" GYP. TYPE'X'@ <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />GARAGE W/A HABITABLE ROOM <br />EE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN <br />ABOVE) <br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN <br />I <br />TRUSS ALIGNED WITH STUD BELOW <br />S.P.F. DOUBLE <br />TRUSS ALIGNED WITH STUD BELOW <br />UlIx <br />TOP PLATE <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N�O� <br />USP SPT24 <br />2 S.P.F. (OR EQUAL) STUDS @ 16" O.C. U�N�O. <br />CONNECTOR <br />4,,--4NSULATION <br />(1) ROW 2x BLOCKING @ MID HGT. FOR WALL <br />'1) ROW 2x BLOCKING @ MID HGT. FOR WALL <br />HGT. < V-16". (2) ROWS 2x BLOCKING @ 3rd PTS <br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 81-611. <br />FOR WALL HGT. > 8'-6". <br />INSULATION PER CHART ON FLOOR PLAN <br />1 PER CHART ON FLOOR PLAN <br />rN <br />Uor- or- 1 LIE- k1vI14I1lr_v_ I vn 5/8" x 10" "J" BOLT @ 24" O.C. W1 oll" or- 144 1 M <br />2"x3/16" PLATE WASHER (TYP.) <br />2x <br />2x P.T. 130TTOM PLATE (ALT: 1/2"x12"TITENHD@24" P.T. BOTTOM PLATE <br />O.C. OR 5/8"xl O'WEDGE ANCHOR <br />1 6 <br />6 x 6 W1.4 x W1.4 @ 24" O.C.) V <br />WWF OR FIBERMESH WWF OR' FIBERMESH <br />112"(min.)- 4" <br />(2) #5 CONT, 4 1 1' 111_111�411­911' <br />U.N.C. MIN, <br />GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (@ STEP @ SHEARWALL <br />SCALE: 3/4"= 1 1-01, <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. TUDS @ 16" 1 BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />') OnIA10 nI7 1) 01 r%f%I/IKIr_1 <br />"SHEAR WALL" <br />SCALE: 3/4"=V-0" <br />eor­-� <br />C", <br />3 1/2" MIN. <br />1/ "(min.)- 4" <br />00 A <br />�.l 4 F- <br />�31/2"'((min-.).7 <br />T I <br />I- <br />(2) #5 CONT. -111 1 lilt <br />U.N.O. <br />TYPICAL BEARING WALL STEP rc�c� <br />SCALE: 3/4"=V-0" S3 �) <br />81, C.M.U. <br />III I x <br />STUDS @ 16" O/C <br />THIRD POINTS <br />-,,--2x <br />///-/-l"xPT STUD <br />�SULATION PER CHART ON FLOOR PLAN <br />#5 VERT. IN FILLED CELL <br />/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />C%j <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />5/8'x6" "J" BOLTS BOLT <br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3116" <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />"I <br />@ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SP SPT22 @ EA. STUD <br />(6) 1/4"x3 1/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />X P.T. PLATE <br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />SPACED EVENLY <br />FIBERMESH <br />EEP SCREED INSTALLED <br />BAR <br />P.T. PLATE <br />-1 <br />----2x <br />ASSUMED FINISHED <br />C� <br />E <br />PER MANUF. <br />N�"-#3 OR #4 REINFORCING BAR <br />GRADE <br />2� <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />tj 11-1 <br />J <br />FINISHGRADE 60 2 <br />[GRADE 60 MIN. Fv= RI <br />25" MIN. LAP [30" MIN. LAP] <br />00 MLI 1 911 > 00 <br />9W > -1 4 "'A <br />t> 6 MIL VAPOR BARRIEF�4f=_111 III t> I ELI 71�1 :1f 1-61 RT-Irl - 2 AA1, "I <br />­T.�-I 1EIZE I I= - ___1_#5 REINFORCING BAR R 17/8" <br />1 F_:.9 11 :11 F=1 I IE�E 1; #5 LAP SPLICE <br />�9 1 F� <br />2�4,TJI Dil L, r; -.-, L I <br />ZI, , - - R <br />Cj .1 -, 36" MIN. LAP [36- MIN. LAP] <br />UVIVW. DUIL. kILIUIVIt-AL, I r_U I U <br />95% MODIFIED PROCTOR ASTM <br />D 1557) <br />V-4" <br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/411=1'-O" <br />SLAB INFORMATION, <br />BLOCK WALL BEYOND <br />EXPANSION JOINT - <br />_13" O.H.D. RECESS <br />'ITTT�,v I F <br />`­ UFTT".1 <br />00 <br />L III: I I I-- <br />141 - <br />I FELLIE1 <br />r T� <br />SEEA/S30RJ/S6--- <br />FOR REINF. INFO. 13" MIN. CLEARANCE <br />1`4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 <br />ADDITIONAL INFORMATION. �'S <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2t' HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEALANT <br />,,0-0" >Kw _:3 <br />INTERIOR 2X STUDS @ 24" O.C. U.N.O. <br />-31/2-1 <br />GARAGE <br />CONCRETE NAILS W 11/2" 112" GYPSUM WALLBOARD U.N.O. <br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. <br />STAGGERED, FROM BOTTOM - ------ INSULATION PER CHART <br />PLATE TO CONCRETE ON FLOOR PLAN <br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT <br />TENSION 120#) CONCRETE SLAB <br />6 x 6 W1.4 x W1.4 : 14 <br />WWF OR FIBERMESH <br />MA <br />.\ .. . .� 4 1 _j I I <br />k 2 i!l �l ri I! <br />- - 11 -, M <br />6 MIL VAPOR 11-17 I= I - <br />BARRIER <br />=T <br />1111 1 --1 r <br />III I ILI <br />1411,411 <br />INTERIOR WALL SLAB STEP NON-BRG <br />SCALE: 3/4"=V-101" <br />K <br />S3 <br />I' \�� 101, <br />'--#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBA'R DETAILS <br />SCALE: N.T.S. <br />6 x 6 W1.4 x W1.4 <br />min.) 4"---, z <br />GRADE <br />00 <br />(1) #5 REBAR w/ OPT. <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE: 3/4"=V-0" S3 <br />W, 1.11:K <br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 'T <br />S.G.D. (U.N.O.) WWF OR FIBERMESH 5:�' c� <br />E <br />TR iffl <br />I r=".J 11- <br />iL <br />A <br />00 <br />_LX <br />U.. <br />SEE A/S3/J/S6 <br />FOR REINF. INF, <br />C1. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS (a) S.G.D. <br />SCALE: 3/4"=V-0" S3 <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />USP SPT22 CONNECTOR <br />2x P.T. PLATE <br />SPACEANCHOR <br />BOLTS 6" MAX FROM <br />L <br />END OF 2" x PLATE <br />Uj <br />CL <br />U) <br />LLJ <br />W T r= 11 <br />CO <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. :� V-13". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > V-15". <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />518- EXPANSION BOLT @24 " O.C. <br />1117" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) s <br />E <br />6 x 6 W1.4 x W1.4 z <br />C14 <br />WWF OR FIBERMESH <br />9 <br />11- 1111 111 1 Ir <br />(2) #5 CONT�--' I I I <br />ON 3 'CHAIRS <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT <br />SCALE: 3/4"=V-0" �3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD 9, <br />CONT. FOOTING STEEL-\ MAT REINFORCING. c," <br />GRADE <br />00 <br />0 <br />z i.- Uj <br />0 W U) LU z <br />00 :E < <br />LIL 0 <br />0 0 <br />IF III I III fl FE1 I I= OTING -J <br />I - I -.1111--1_111 7 BEYOND <br />PAD REINFORCEMENT- =1 111 111 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />I SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />0 <br />z <br />Z <br />4-J Lij <br />U <br />LU <br />0 <br />F_ <br />E <br />Of <br />Lf) <br />Lf) <br />0 <br />(n <br />(n M <br />p <br />C) <br />.2 <br />ON! <br />LU <br />E <br />�0 Q <br />0 04 <br />C) <br />LL 00 <br />- 00 <br />U 0) <br />'con <br />CLI I <br />0 .2 <br />co L <br />< <br />to 0 -It <br />0 <br />B D. <br />N-C-B-D C <br />9- <br />r I <br />f�fel' <br />- <br />b 66, <br />1.0 <br />to <br />_Z5 <br />ILL- <br />0 <br />U, <br />�<.,lt: _LL <br />IL <br />z1_ <br />L <br />MA IN <br />_'m <br />z <br />Us <br />To the best of the Engineer's knowledge, information, and <br />belief, the structura I plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and sea]. <br />0 <br />Z <br />0 <br />1­4 4-J C) <br />V) to <br />c) <br />> M <br />C:) <br />4-J <br />(0 Ln <br />U_ <br />r'L <br />z <br />� CY) <br />ru .q <br />CL 00 <br />< <br />z E <br />z <br />U.j c) <br />W <br />_j C:) <br />.0� z <br />ED EL 0 <br />LU Z I.- v) a: <br />Z <br />Z. <br />, <br />U i­- U) 0 <br />E0 z o <br />Z OCLIX <br />z U <br />F_ <br />= WZ ZZ <br />19 LLI <br />an b - <br />S 8 <br />U) 0 <br />8 0� <br />F_ Z @ <br />a. 0 <br />Z, <br />LU <br />C:) <br />L0 <br />In <br />< <br />_j <br />LU 3: <br />%%_000 <br />0� <br />< z U <br />LU a <br />0 <br />00 <br />LU <br />P v) cn 2 <br />_0 <br />(0 <br />z <br />Z <br />111.10 <br />1 E, 1- <br />": 0 Z- <br />01 =5 z <br />LU LU 0 C) 0 <br />LU <br />> <br />r*4 <br />V) <br />0 LL Z <br />F<- 2-0- <br />D X <br />>- <br />Ln <br />01 z <br />8 LL <br />z <br />0 <br />LU <br />U. <br />< ILL <br />z <br />LU <br />> <br />0 <br />Z <br />z <br />_j <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FLORES <br />VERSION NO. <br />5oll <br />JOB NO: 16-6654 <br />SHEET NO. <br />S3 <br />(MONO) <br />Z <br />I I I � 11 1 1 . t il it . 11 il.. I I : . !! 11 I� 111. !. IL: ; 1; �� ,v I I , i, I I A , _. 11,1144,1�0111111 01 41 <br />