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HomeMy WebLinkAbout6611 Paden Wheel StPRODU - r C ,: "EG. EXTERIGIR ►J0 DES kGN LOADS WIND LOADS BASED ON ASCE 1-10 I, MEAN ROOF HE<vI4T OF LESS THAN 30'-0' 2. WIND SPEED OF W MPH 3. EXPOSURE CATEGORY 'B' 4. IMPORTANCE FACTOR OF 1.0 (BUILDING CATEGORY II) S. INTERNAL PRESSURE COEFFICIENT OF +/- 0.18 (ENCLOSED BLDG. 6. CONCRETE TO BE NORMAL WEIGNTWITH THE FOLLOWING MINI"-JM COMPRESSIVE 8TRENGTHS AT 28 DAYS, FOOTNGS AND SLABS — MOO PSI MASONRY WALL — 3000 PSI FREE STANDNG COLUMNS — 4000 P81 FREE SPANNG BEAMS — 4000 PSI 1. RENFOIRCNG STEEL : ASTM A615 GRADE 40 S, ALL LUMBER N CONTACT WITH MASONRY OR CONCRETE TO BE PRESSURE TREATED S. ALL STRUCTURAL LUMBER TO BE MINIMUM SPRUCE OR FIR NUMBER 2 ROOF UVE LOAD OF 30 PSF. BEDROOMS 30 PSF UVNG AND BAT14ROOM8 40 PSF BALCONIES 40 PSF STAIRS 100 PSF 801L CAPACITY OF 2000 P81 DO NOT SCALE THESE DRAWNGS FOR DIMENSIONS NOT GMB•L ADVISE DESIGNER OF ANY C4vNFiJCT5 BETWEEN DRAWf <zS AND ACTUAL CONDITION8. ,I, -_ . "'I C [ 1i A-', %ETANING 14- 2 3-1 j4 T�.114 h 7b-112' OF ASTRA :AI.. 8 L --� 20 D - CSINK {TYP , Ws:— - ' / 1 \ HORIZONTAL CROSS SECTION -6 tnrxmg ccnfgurc - s., - also appro�ec 't �F�T- ----' t t- l --- - -- - -- � -- -7 I. TYR. HEAD ASTRAGAL MASONRY & IAMBS SHOWN FOR ! t OPENING REFERENCE i 2X BUCK-� 7 < a � t a V It O , 80;K ANCHORING REMOVE WINDOW AND WALL BELOW AND INSTALL DBL 36' TEMP, FRENCH DOORS — I 112 INTE ' !I 40 70 ; H 110 I! s 21 O 2 66 i 4 EXTERIOR a - =I� - E,. O \,7 ��2 !4-'\ HORIZONTAL CROSS SECTION_ C,0� � (L) 10) 1 f INTERIOR _ Q—_ , L111 .1 17 �� \ 'f \fit✓ 7, EXTERIOR - ' 8J V" _J �40/ 70 . \ 2" HORIZONTAL CROSS SECTION _ � IN CSIrIK 3"'1 HORIZONTAL CROSS SECTION Ccnfg„rchcn SfGv.T` --- - C j*3 rr, dso approved I O � MASONRY OPENING FRAME r ,: 2X BUUCK _ 1 -ASTRAGAL STRIKE JAMB fRAMEANCHORfN — vao-.y °Y. buck cons!n.cnon _-7'---- )NCRET ^r' HOR NOTES: 12 ncrete cry ocaiiorn at the comers may be adjusted to moinfoin the min. i_ (godisfan -.e mortarjoints. - `t _ -)ncrete ante locations noted as "MAX. ON CENTER" must be adjusted tc DEAIL 2 = Wit. i K � t oin'oin the r edge distance to mortar joints, additional concrete onchcrs Ow"y 1y be re-u;' o ensure the "MAX. ON CENTER" dimension are not exceeded. )ncrete unch .i icb—!e:: ANCHOR ANCHOR l MIN. MIN. CLEARANCE MIN. CLEARANCE EMBEDMENT TYPE SIZE BEDMENT TO MASONRY TO AD:ACENT EDGE ANCHOP--- ITW 1/4"1 I(4.. 2., 4^ i. TAPCON£ ; ; v OOD SCR.NJ fl ; AT'ON r:OTES: �8l DETAIL 2 G ) ainto:- , minir edge distance. !"end disfonce, & I'o.c. spacing et ,00d S,-e• Vv spotting of wood. t LATCH & DEADBOU LDE- 9 ALL WORK $14ALL GUMPLY WITH PREVAILING CODES FLORIDA BUILPINQ CODE, !NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES ^----------------------------------------------- HINGE DETAIL , O�Iswing ' ' /n REVIEW DATE DEC CITY OF ZEPHYRHI PLAN EXAMINER Z W a W o eM ►�ii � z ( p aLu 0o f Q U Q C O QZLLJo LL w Lu=_ LL a~~ Lu o } F- ul V J U Q jD Q _1 1U = (Y U OLL O lit M M Ln u1 iX 6 --A H • Lu UJ -J 4 -4 ai 1p —oLLQ LLJ :r 0) >��a 67a,w CA0 DATE 11/�i/19 REVISION SHEET FLOOR PLAN SCALE: 1/4' . OF _ I 1. I 1- "Ili L_ u 1 1 11 1