Loading...
01-0579-006 A GENERAL NOTES+ A 1. THIS DRAWING SHALL NOT HE USED FOR PERMIT OR REPRODUCED WITHOUT THE WRITTEN , PERMISSION OF IOEZEVICN i ASS=, INC. ALL BUILDING PERMIT DRAWINGS MUST HEAR THE SIGNATORE AND RAISED SEAL OF V. 1 IOEZEVICN, P.E• AND MUST HAVE 'ELITE' IN RED ACROSS THE FACE OF THIS DRAWING. Na THIS EXPANDED POL.YSTYREME (E.P.S.) ROOF PANEL AND SCREEN ENCLOSURE IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE (S.F.B.Q), 1994 A 2, EDITION. WIND FORCES ARE IN ACCORDANCE WITH ASCE 7.68 WITH A BASIC WIND TV o• VELOCITY OF 110 MPH AND 1.05 IMPORTACE FACTOR. FT. a 2' _ 3 DESIQI LOADS _ a ROOFSt DEAD LOAD = P.0 PSF DOWN (1.0 PSF FOR UPLIFT) Z g. LIVE LOAD = 30.0 PSF DOWN # '% r S., < T. ■ -ROOF' WIND LOADS ARE CALCULATED IN ACCORDANCE WITH >::'z' p �+ cTYP) r> :: ::::: ' W a o Zv USING THE CRITERIA FOR BUILDINGS' IN TABLE 4 AND :•:::•>: -i e N Tf Tf Tf nyp> PRESSURE COEFFICIENT OF 0.75 FROM TABLE 9. >::::s>:%•%>=:': ::: ~ r W N SCREEN WALLS: WIND LOAD = 21.6 PSF '`'>;:;;> ' ?•`::::':; " W o m .i -SCREEN WALL WIND LOADS ARE CALCULATED IN ACC .'•1£ ABLE :ANk::: a x 2' 11 2' x3' i' x 2' 14 OF THE ASCE 7-86 WITH Cf = 1.S, AND c =::::F ?" ...... :;< o u 1 SNAP BEAM (SB) 2 LAP BEAM Q3) 7O BOX COLUMN ©0 2' O ® : 4. DEFLECTION CRITERIA FOR COLUIMIS, BEAMS, AND ROOF 3 4 5 6 $ 9 -L/80 FOR ROW PROJECTIONS FROM EXISTING STRUCTURE LESS' ' FEET WHEN USED FOR RESIDENTIAL OCCUPANCY. 373' W S TER''�+:�. >:: IONS FROM EXISTING : -L/380 FOR ROff PROJECT ''# :�: 1 '•.:::`:' ALL cOMBERCIAL PROJECTS. i 5. SCREEN FABRIC OPENINGS SMALL BE 602 Q' T1N�::�:::::{�::%�:::;: �::�:.`'�t GREATEi�::�' i':.;,f.;:.;:s:::>::s:::;:: •.. VIDTH=E 4'-W 3-000' A62' I IONS SHALL BE OTHERWISE l O FACING > 6. ALL ALUM NUM EXTRUSION a SHAPES OF ALUMINIHM STRUCTURAL ' �#;: 'i•� NN Oi THIS DRAB• :•;:: WALL THICKNESSES AS SPECIFIED. . . -:.. > MAY HAVE A Td.ER � ##' '% r.n d 1 S s62' 1000' S 737' f :r'1':'•; ' `'a 1>�' O - VARIES' S.362' �'� vNtlFS i.737• OF +0.0066 . UNLESS SPECIFIED AS::�4:.....,.:..... :;;:; ::•i'�••:''•z�`:•''.o € v O■4' M{.737' :::,r,.•i,::>::::.::,::•:;::•: :;yy 6' a sit' A93' 7. ALL BOLTS AND SCREWS SHALL 8 �4 ` � ELECTRO-GALVANIZED ©� STEEL, NOT DIPPED GALVANIZ :# :# .' � �+ :.::.::..:....::..> o:•::•::«0.r:::::,.::::::•.'•::: FACING COIF 0. ALL CONCRETE ANCHORS •::.:::::.:::r::•. «�? :::1'� T LENGTHS NOTED ON DRAWING SHALL 'JE1tl : :.:;;:: W � ��, ....... 9. CONCRETE TO DEYELW.-;).MINI MWlI IPRESSIVE Sf ' ;AFTER 28 DAYS Z a 3000' 373' CONCRETE MIXTURE;: .. NIT"``�0 COPLY WITH' !I}�1y9 :::JFE A C I. Q 6 TIOI BUILDING CODE .. •:>::>,::><::::i:::::»::>�>::>::;::?:%::::>::::::>;. � 10. REINFORCING .: # ?;NSTM A-615 GRADE 60. YEI31 'i 'SFYILL © E.P.S. ROOF PANEL (SEE TABLE 5) 6 GUTTER FASCIA $ WALL HEADER COMPLY WITH{•..•-.•::...• , 11. ADEQUACY O E7��' :.::;SHALL BE VERIFIED BY RE 'PRffESSIOiAL -G ENGINEER PRIOR SCREEN ROOT 12. MINIMUM SOIL BEARYI�.. >:I_ -.K 2000 PSF. 13. ALUNIMBM MEMBERS IN' ;; ..:: AND WOOD SHALL BE PROTECTED BY TALE 3 (( „( SCHEDULE -KOPPERS HITIMINOJS P ::;w: ##:..5 F.I C., SECTION 3004.4 (cl) AND (e), WHEN IN CONTACT WITH ( !. TO BE IN ACCORDANCE WITH S.F.B.C., MAX. COLUMN SPACING SECTION 2004.4 ( N FOR A GIVEN HEIGHT H WT-0.o : ; THIS CANOPY CAN NOT BE BUOiglj. A MOBILE HONE ' TALE 1 BEAM V80 E 4) coLUMN secT10N WITH OR vITHOUT ;: i ::::SCREQ, ROQI UNIT SHALL HE LESS z#} ':' :x. ABOVE GROUND LEVEL. d MARK ;..,.# < IHiIS E P.S RLHB' PANEL CONSTRUCTION FOR SCREEN FMC WITH W BEAM SECTION OR DIFFERENT ARY WIDTHS V- I� L/80 ::;�IITHONT SCREEN WALL OL1Ec. EACH•' PROJECT SMALL BE CONSTRUCTED USING :. } PANEL CROSS SECTkIMm ATT•I(DxNENT FASTENER DETAILS AS SHOWN ON T INGS. A B Tw •_ �_ A B T , - 9 -0 r -6 a -0' 8'-6 6 0' 6 -0' Tw -0' S 6 f MARK y H=``'� TYPE HI= H=8' t110 c DD <1N► c tfo c 7 cm 110 c1a n F f ' • SPECI I - - - - 4 - 3 • � c 8 - 4 6 4 4 - 4 8 4 1 9 4 5 1 _ 7 WITH 5 S FACINGS 4 0.055 0.055 COMPRISED O" ALUMINUM AC SB 1 :::::<s�i.-•::• :::;•:};:'NCH PANELS 4 7 3 3 Q 093 0.093 8 - 6 -:� >:'• :.>:.>:: .: .. "•::>.. :::z:;•:;:.:: :.�'..': 4 Q090 5 - 9 S - 5 5 - 3 5 - 0 4 -1 4 - 9 4 - 7 4 - 5 4 - 4 ::•<:.,:;•:::.r:•;, .:1...: ,, '..�..... i�STIC CORES. ! ! LH 3 3 0.325 0.125 6 - 0 8 - 0 :: ;..:.;;! 4 7 f1C": :1130• V/O PAINT ALUMINUM ALLOY 3106-H154 • r"INNIM".>> .... >LB 6 0.130 8 - 3 7 -11 7 - 7 7 - 7 - 1 -10 6 - 8 6 - 6 6 - 4 ::;%: f::;s .:<._ ; S P MmED POLYSTYRE E WITH THE NOMINAL DENSITY 2 0 PCF. l 4 4 Q125 ai25 8 - 0 8 -: 0 ' LB 4 Q055 0.130 9 - 2 8 - 9 8 - 3 8 - 7 - 7 7 - S 7 - 2 7 - 0 • 4 ADHE1 :.:::: :+v.:..;: RAD 640 PRODUCED BY MORTON INTERNATIONAL SPECIALTY :•;;:" " :" CHEMI I0 TO BOTH SIDES O THE CORE MATERIAL. i ..::.: Clk t;I�PPI ell LB OS 2 8 OA72 0.224 IL- 3 1 L- 9 11- 4 10- 11 10- 7 10- 4 10- 0 9 - 9 9 - 6 2 4 0. 055 6 - 3 -: .: ::: :: . ;E• C a ;...,::. .:::::.;<.: T >, PAN " SPAN SCHEDIA.E LH 6 2 9 0.072 0224 IS:3, 12- 9 12- 4 11-31 It- 6 11- 2 10-10 10- 7 10- 4 055 0.130 8 � :? OVERHANG OVERHANG TALE a BEAM SCHEDULE LAW CSEE NOTE 4) TALE 4 CDL � • >` ' >:: ' L/80 L/180 L/80 L/180 REAM SECTION SPAN TABLE FOR DIFFERENT TRIBUTARY WIDTHS 0.T->o MAX.. •����>�`��•'' FORA ��''•3' 10 - 4 9 - 6 10 - 0 10 - 0 TYPE MARK A B 1 Tw Tf 5'-0' 5'-6' 6'-(Y 6'-6' 7'-0' 7'-W 8'-0' 8'-6' 90-06 COLUMN SECTION WITH OR no cIa <ne <1a MARK 4' 11 - 0 10 - 3 10 - 0 10 - 3 �.' FL oQ SB 1 2 4 OA35 0.055 5 - 2 5 - 0 4 -11 4 - 9 4 - 8 4 - 7 4 - 6 1 4 - 4 4 - 3 DEFLECTION �` r +Fr >..; ,,,;.•`' / . ! ' 6' 11 - 0 13 - 6 10 - 0 13 - 10 d / • �+ LB O 2 4 01055 DAM 5 - 2 5 - 0 4 -11 4 -10 4 - 8 4 - 7 4 - 6 4 - 5 4 - 4 A B H-7.5' H=8' H=9' H=f :• 11 /� , Vol DO trio tIM0 •: !/R • �• LB O3 2 6 OM 0.130 7 - 9 7 - 7 7 - 5 7 - 2 7 - 1 6 -10 6 - 8 6 - 6 6 - 4 O7 3 3 0.093 MM S - 0 4 - 1 - - - TALE 6 SIDE BEAN SCHEDULE 0.T- II/N, LB O4 2 7 0= 0430 9 - 0 8 - 9 6 - 5 8 - 2 7 -10 7 - 7 7 - 5 7 - 2 7 - 0 _ 0 3 3 0.125 Q _ -105 6 - 5 5 - 4 MARK L/80 L/180 LB O5 2 8 0.072 0224 11- 3 It- 0 30- 8 10- 6 10- 3 10- 0 9 -30 9 - 8 9 - 6 rnie LB O6 2 9 OM 0224 12- 6 12- 2 11-30 11- 7 It- 4 L1- 1 10-10 10- 7 10- 4 O 4 4 Q 125 a 325 8 - 0 8 - 0 6 - 0 6 - 8 5 - 0 O 3 - 7 3 - 0 e s ^ V (D 2 4 M 055 0.065 4 - 6 - - - - O 5 - 9 4 - 9 d.avinq rh" O3 2 6 aoss 0.130 8 - 0 8 - 0 8 - 0 8 - 0 6 - 4 �O 7 - 0 6 - 0 99- 89 sleet 1 of 4 05/10/99 11:34