Laserfiche WebLink
PRODU - r C ,: "EG. <br />EXTERIGIR ►J0 <br />DES kGN LOADS <br />WIND LOADS BASED ON ASCE 1-10 <br />I, MEAN ROOF HE<vI4T OF LESS THAN 30'-0' <br />2. WIND SPEED OF W MPH <br />3. EXPOSURE CATEGORY 'B' <br />4. IMPORTANCE FACTOR OF 1.0 (BUILDING CATEGORY II) <br />S. INTERNAL PRESSURE COEFFICIENT OF +/- 0.18 (ENCLOSED BLDG. <br />6. CONCRETE TO BE NORMAL WEIGNTWITH THE FOLLOWING MINI"-JM <br />COMPRESSIVE 8TRENGTHS AT 28 DAYS, <br />FOOTNGS AND SLABS — MOO PSI <br />MASONRY WALL — 3000 PSI <br />FREE STANDNG COLUMNS — 4000 P81 <br />FREE SPANNG BEAMS — 4000 PSI <br />1. RENFOIRCNG STEEL : ASTM A615 GRADE 40 <br />S, ALL LUMBER N CONTACT WITH MASONRY OR CONCRETE <br />TO BE PRESSURE TREATED <br />S. ALL STRUCTURAL LUMBER TO BE MINIMUM SPRUCE OR <br />FIR NUMBER 2 <br />ROOF UVE LOAD OF 30 PSF. <br />BEDROOMS 30 PSF <br />UVNG AND BAT14ROOM8 40 PSF <br />BALCONIES 40 PSF <br />STAIRS 100 PSF <br />801L CAPACITY OF 2000 P81 <br />DO NOT SCALE THESE DRAWNGS FOR DIMENSIONS NOT GMB•L <br />ADVISE DESIGNER OF ANY C4vNFiJCT5 BETWEEN DRAWf <zS AND ACTUAL <br />CONDITION8. <br />,I, -_ <br />. "'I C [ 1i A-', %ETANING <br />14- 2 3-1 j4 <br />T�.114 h 7b-112' <br />OF ASTRA :AI.. <br />8 <br />L <br />--� 20 <br />D - CSINK <br />{TYP , <br />Ws:— - ' / 1 \ HORIZONTAL CROSS SECTION <br />-6 tnrxmg ccnfgurc - s., - <br />also appro�ec <br />'t <br />�F�T- ----' <br />t t- l --- - -- - -- <br />� -- <br />-7 <br />I. TYR. HEAD ASTRAGAL <br />MASONRY & IAMBS SHOWN FOR ! t <br />OPENING REFERENCE i <br />2X BUCK-� <br />7 < a <br />� t <br />a V <br />It O <br />, <br />80;K ANCHORING <br />REMOVE WINDOW AND WALL BELOW <br />AND INSTALL DBL 36' TEMP, FRENCH <br />DOORS — I <br />112 INTE ' <br />!I 40 70 ; H <br />110 <br />I! s <br />21 <br />O 2 66 i <br />4 EXTERIOR <br />a <br />- =I� <br />- E,. <br />O <br />\,7 ��2 !4-'\ HORIZONTAL CROSS SECTION_ <br />C,0� � <br />(L) 10) <br />1 f <br />INTERIOR <br />_ <br />Q—_ , L111 <br />.1 <br />17 �� <br />\ 'f <br />\fit✓ <br />7, <br />EXTERIOR - ' <br />8J <br />V" <br />_J <br />�40/ 70 . \ <br />2" HORIZONTAL CROSS SECTION <br />_ <br />� IN <br />CSIrIK <br />3"'1 HORIZONTAL CROSS SECTION <br />Ccnfg„rchcn SfGv.T` <br />--- - C j*3 rr, dso approved <br />I <br />O � <br />MASONRY <br />OPENING <br />FRAME r <br />,: 2X BUUCK <br />_ 1 <br />-ASTRAGAL STRIKE JAMB <br />fRAMEANCHORfN — <br />vao-.y °Y. buck cons!n.cnon <br />_-7'---- <br />)NCRET ^r' HOR NOTES: 12 <br />ncrete cry ocaiiorn at the comers may be adjusted to moinfoin the min. i_ <br />(godisfan -.e mortarjoints. - `t <br />_ -)ncrete ante locations noted as "MAX. ON CENTER" must be adjusted tc DEAIL 2 = Wit. i K � t <br />oin'oin the r edge distance to mortar joints, additional concrete onchcrs Ow"y <br />1y be re-u;' o ensure the "MAX. ON CENTER" dimension are not exceeded. <br />)ncrete unch .i icb—!e:: <br />ANCHOR ANCHOR l MIN. MIN. CLEARANCE MIN. CLEARANCE <br />EMBEDMENT <br />TYPE SIZE BEDMENT <br />TO MASONRY TO AD:ACENT <br />EDGE ANCHOP--- <br />ITW 1/4"1 I(4.. 2., 4^ <br />i. TAPCON£ ; ; v <br />OOD SCR.NJ fl ; AT'ON r:OTES: �8l DETAIL 2 G ) <br />ainto:- , minir edge distance. !"end disfonce, & I'o.c. spacing et <br />,00d S,-e• Vv spotting of wood. <br />t <br />LATCH & DEADBOU LDE- <br />9 <br />ALL WORK $14ALL GUMPLY WITH PREVAILING <br />CODES FLORIDA BUILPINQ CODE, <br />!NATIONAL ELECTRIC CODE, <br />AND THE CITY OF ZEPHYRHILLS <br />ORDINANCES <br />^----------------------------------------------- <br />HINGE DETAIL , <br />O�Iswing ' ' <br />/n <br />REVIEW DATE DEC <br />CITY OF ZEPHYRHI <br />PLAN EXAMINER <br />Z W <br />a <br />W o <br />eM <br />►�ii � z ( <br />p <br />aLu 0o f <br />Q U Q <br />C O <br />QZLLJo <br />LL <br />w <br />Lu=_ <br />LL <br />a~~ <br />Lu <br />o <br />} F- <br />ul V J <br />U <br />Q <br />jD Q <br />_1 1U = (Y <br />U OLL <br />O <br />lit M M Ln <br />u1 iX 6 <br />--A H <br />• <br />Lu <br />UJ <br />-J 4 -4 ai <br />1p —oLLQ <br />LLJ :r 0) <br />>��a <br />67a,w <br />CA0 <br />DATE <br />11/�i/19 <br />REVISION <br />SHEET <br />FLOOR PLAN <br />SCALE: 1/4' . <br />OF <br />