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REVISION DE3CRlPTION WATER utter (TIP c e 3) Sett OUT' ORAN 1 2' 1 2' I pC�OL PLAN 86' - `PA `31 ES (4) WATER .JeTS 1.11• o I/4' • 1'•Q', (3() fAMIAMI CAN L f OAl) MtAMI, ' FLOI�IDA 14 ( )_'266 --25( •J 013 ' N. • t) A T E a CART 5 -, o 10 1 1 35 _MOW: F I LIC,ii - AP E A (5 0 F1,1 3) 5 2 - 72 102 1 RATEKki4 / li t 011,4/$0 .FT _ 32 - • 12 : 5M 1 5' 3' . Stivt.v (cFM)" CV i 10 FPS) 6 G 1 9 2 _ 25 ------ ,31.4TICINcOPW.i ,.. ,S 0 10 10 0 115 XIStING OESI //iN0 401' 'POOL EQUIPMENT - see Nore 7 Ft DES(.14c•TION WEST" 3/2 C 1-QT 1 S1-109E1 0 AT PAGE 31, TY, FLORIDA , • GES\rRA14,'.1N-10 'Au - POOL' •oupife st4A,LL ATTAIN- 1 " . D 4 C0 PS1 COlvi-'REr.2SIVE STENG1-1 WITI- 041S, _ . E NEW f3ILLEt STEEL COWOR.MIN•9: TO -,AST144 A615, • 2A1.)E 404 ALL POING $1--IALL LE PVC Sa-0E., 40, AF'PROVE F012,1..*„11\1 POTAE3LE yiATER r IN•51 LA * Kit QP,;1_101-4TS . JJXTCII EOXE5 eie: `SHALL' f3E t CcCP12.4*CE w'94 T1, Re..OuT of SECTION 6•cS0 4Ex 000E. 31-E 0V\T\ER-„p-AALL F•t64 ADE-CIA EI,E 'SERVICE FOR n-Ae OF'EPA1O4 OF LIGHTS .. 0 PPoYte A PISCOrl\ECT SWITC1-4 me POt:51.- EQUIPMENT' LOCATPON, • N0. vortiv :50 F er OP TIE RGEO SWIT9--t ppuir . _ . • .-• _ " TIE: POOL PL-11..1■40TOR. '14ANORAILS AN() LA.00ER GF7AE:3 PAILS St-IALL ooNpeo TO ilde PO(yL., . A COPPEI? vyFe 4 A 3/ .1 Osrrie E.01..11PP:ENT •NC-1-4)?'.1G- F TER At'.C/OR (EATER) EE LOCATE) 490V'E FLopo4-'Qoc..)F0 • . „. • „ - Oti SITE INSk-ECTION It-41.X:ATES SANO ANC) ROCK WITT4 CAPAOTY . 0•P 0 kb14. CQN1pACT0/2 SHALL f 1:NE a.4GINEEP :IF OTTER CONDITION ,ARE E.14 'att. PATIO,'CiONCETE S1- AfTAlt4 o(pc? P 5TRENCq4 Mi1J 213 • , e _ WATEg'01$PCSA,L ..114 WITI4 SECTION 5,004, -- • , — , - ..„ OW,NF:32 63-IAL,L Pt•ZOVIDE A' SOPE7N1 FF;NCE, 00 WALL- WilI4 SEL.P-01. 0$ING '4:•,1\10 $0-P- LATC1-1I1` GATE f DETAIL F0f2 PEOLAFEPENTS.3- ACCO 114 cooe Feok,vetvieN . - r i;;< ).- • -- • - ;, . - • . sr - • - -,•, •. _OW1 LAJILDER. ,$1-L'LL E3E RE FOR ;ACOURI( RELEASE” FROM ULUr ebitoPlep FEDP 'ALL, PFOPO.W.) PON6TPOCT,10,14, W111--IIN ANY 1.1T1LI TY e..66F..) (,Q Prc1" - Oft,- WA•? : . - • • , - • sTA-1711e CART1210CE FLIERS+ ' (Of �LJ STA-RJTE MAX,-e-G1-A3 PUMPS' • PEOUPEO FICW AT COPEPATrn , kECCM :€ F iOw opkie (OrE , rt,,r4,i0vF2 Ts, ScALE (W(TI-IOUT 1-CT Ok V4, YE) MAIN DRAIN Vi n N si POSITIVE LAT C4IING GA1E V4fl4 WO vARe.. PES&AtE.INT LOCI:CIG C TP P0. •" 10 rT. \SI-JE1.1) LAI: CT-1 ' ' ' ,• c e 6(4( > ( ,F* e( ' • t■f314 ()1A14 arK E 4 ' fl1 2 Viittk,v . • ( t . X-?: a 14. •• -• , (A) WATEP r : 13 0 (0FloOo' cfalep.A.- -(0) p6o(, DOTTOM EtiVATiON (A ' ei-iso C - C) cF 1-40PCATATIO V\1,,,' • c(3):PO1 T(:M WALL, 611/\ 6.$_ , TOTAL ADJ;::0 TEAL) (E'•P.G) - • • DPAIN 10' Mirk: 20' MAX v RA P VOLT EI-E LEGEND e . r -' " - N- PO'X 1 4! - it SWITCT-4 :,, •-• --- .". ' ' ' - „ -; .... - • • • . ,, - . • . . .,, 4 ‘ • . . , .. . . ,.,_ , „ . „, • SO- - (C4,3 -.,.. . ,_ , - .- _ - , , , .:;., :.— 1.: — •-• ----..."----•:-..,_ .•. ' t'1061-00_PR0SIE rONCCIIT -"- • ., L 9-FiF e0F,F;TACI_E'.'. "e. - - . ._....,_ 4' L - . . - • .. • . 31: 1 - PET - ' .... ..„ - NAN • - - ' - 1-tt.)...RW ' ' A°YAEL P E e,C)t 1 - 1 M 4 2 0 ki9cf )41:00 ''• ' k " ' s '-' ' - `--' ... -- .r - • -L614 ,,Sq Of‘T rIXXg L./C34 -.. . . • , , -• < 4 ,•4: W! .pt 4 -,- -.-.:--- 'A i-PolAt - .-- • , ' TRANOP...KIE (F)-1-1` oox ' - -' - ''' ' • - . - 3 ; - - PA F CAPAC CAPAOTY GALS I ITY I JtJ GALS,± --- SPA . - 'LA"-Pit/ • ,1 li • - = 1 Lug. I / 2 / 4 • - - •<=, PILA R,XL '1/2' 202 102 602 MARK 302 TOP NARK TYPI 30 R 7YPt ' MISCELLANEOUS . /AS76N /N6 SCNEOULE Nlnd/ Orarnpppros - -- .., 201 Strom /.101Pd 1SIOr T/A _MY 9510 N 5 Eay $.cr s- De. 10 A' /.• R Cases'. 0s. /a Por,m. /rn aberM05i Oa Is A, le mr er Naha. De. :1" wL'Sn�N 'A"`1-4" Ir 22 P �F 0/3.191' INS 910 0r SCREEN WALL CABLE SCHEDULE ~ l .&gloss's N.'.1 Ina 5 MI 50 N NC SAM 1=0 6 L1 0' /D e ms. dbxhsy I. eanenl.0, AWN, 0 a :4 5 h' m /pr2PM'SMJ.idre lrn0Ass (040 of ipwd eau.& 7. e ' COLUMN AND BEAM SCHEDULE stir TH /CRN'ESS 4x BEAM SPAN SPACED C-C R(NARRS iillv11ESI10 B lit..1 O0 �[ii �A'i 4 ' /D /Millrill= MIN IU • Liiiiiiirlia 639 /612 J 079 25 3? -O 3f- 6 30' 4- / + s' N.. ; 24 cc Min MEN ' - M 303 ® F E C I 98 050 10 21=1 -6 i9 -6' 1d 9' 663 W5� 660 00 . /00 053 1 94 00 2 75 26 T 0 ~ Nei � T' 77J 32• I /O • 31-6 j0-9 y 29' 27-/0' 8,3 ) / d 07008 3n. d5•� . Y/3r-!/ 3 "75 d3! .0 60 I r 44 0 4 4' rib' 4 3/90 40 NM illa 1111111111111N111111111 14-"TJ 060 09e lei - 5 8 I ! /" / 605 Qn 060 094 25 23'7 2 -3 21=3' 003 WJ. E Z FICCIfr.J72.J066 " / 23 304' ze'-s' 26 -11' 2510' ea rarlifOCCIICIIIIIECI /25 070 / 35-11 33 -9 Er -/ 30 7' r IOC, � 1ft • 140 096 'l10 45=5 " -6 - • -4 (M 1111111111FilE '' IN ME -- 1111111111111111111116 EMI )�111��_�_�r__ MINNIONINII IIIIIIIIIIIII•11111111111IMMENNIIIMIN 1• 0 11MEMM ® too zoo imiirtrirrri . gum 00 00 16 -/ 15 1' 0 2.00 6.00 090 -6 23' 1 . , 702 200 301: 04'10' 2)'6' 00 050 . /20 050 /B0 26' MIIIM IIIIII _ 700 140 060 .2e0 32-3 • IMMINIIIIIIIMIIMMIWIIIII INNOIMMIIIIMIIIMB MO MIIIIIMINUINIMIIIIIII 1■11111MOMrl• N 1CRN£SS NAR' CDC. SPAN SPACED C -C effltlai;Ai=3Uiligi ? Will 2 3.00 MEW"; • 8 a' 7 _ e 1111���� •_ ®1NIMINEMENOMINI 11111111)♦.111111M111111111♦111•1111M 111111111HINIMINIMMEl!!i Y1111111M!l11111111111•s TYPE '0' BEANS 569, om- TYPE 'E' 21 COLUMNS 0%.'0.•40 ®frece �I 00. DESIGN CRITER1.1: - agntes ;. T I MntlC 0 •ea �^ , A5t ROOF: OssiIdn L OIN OCAS + S 7 ye . ' - -I I Oes pa WaN Loa.' up rP.' __ - ` "t$ 010 Teal load 4 aNd - „„ 'S14•4 -.� A/ P/ lI- • gifiait:121fHliVas NOTES. i- ' /RPM ono s,4.1 m L Nsr 1. +M Semi 60 r YN1» Mchers' y04Srd.AS4 . 4 :,py �rev: N.ha1 e D s 1N 1 Y7' A b.l N f OS15 pa/h. 0 s 1 A l NW OS d.TI.s Ih 1 HY .l OW I 0 054 RAY ,. 1* M Lam . 0 0N .4b .0. y1 l !'I . y o/SONoera m0.r..rmcW nnbcd IN . «rod M Dean. u. sf' , f N uk BON 60s3 T6 5061/ T • TYP /CAL PLAN h 'N 111-K . I Ir F b 80. Ems TVP /CAL ELEVATION r ,Qlact r �' - � utn . T�"p`rcliitert a eillag 1. 5tt C� ����str but ' = ac ed tire* .. o ., elect 717560 11h ; Z � {..22��(r atlitiyt+# �d��o.Mnanf o/ toz $.NS ati 11�il ltcb + wS 1' 35. nraahrrl -� --tt o she+ t rera'L • 3 /W ;TcS01i/(100 �O ,10 3 99105. s «n r 1 814 , 1 Sr a pay 5504 Niaal 0,44 ,.rho 1.0 /r ,cMduH or odd lI..* 54,04 5W1 1 ..a awim.a uca. . .0061'c lo/rr.nd W' 004 i atoret n d RA / sspatE ANNAN! shot .4aNgretN 510,51«fs /otl ohunalveolus ac.01001. 2Anr5pryt � 7 . S T,hMK Sa S. h 62 5/6 SI.IL Na01.900.4 KM'. .07000apm/50 TIAdnyyrd's Mal d. node 41n.0,Ca•.5A eelbi tonal pan'r !/400/00 p si✓ay drw4l n P/o rM ounOrr. a4,Plm. u 1 mc. 0444 Ca r *Tr . DETAIL 08 �1 ••V Ono, RN mr c. l r2 .04 • IC3 � 70f NS at c- r' +2.�L.- � {s..�. ++; 8000•45 E me i�y. � i ciq•� SJ6 A HatAr ' Ir o$r� Yul \O �7 ,' � EaK yt f ] Y T�/a � inl � lr }�, 01 71• /�;+�•, --� p 1 ad ire In 0.gj10i1iess. G1/ -A--- �p�t a -i a�N/4) S aiW M; :�'� \ <2OO P e .a , np a / . L`aS / 1 o1 r o ) BERN CONNECT ON; P1.1. E : h 0 t to e0,5 /3019 Mat IDenm wl f -flOa E,L'$.NS.N Mo. DETA /L f ' 1 1 8410 fans Inara 1 Anc /50/9 1.0, B?'gb t NEGI0�t': ad Use t a%. 4 L, Nee. i /. 'hnd0 //s 0 n and 4 110 4 $..44 last DETA /L0 --t--r nrm ; T' taa, e a: �L'L I dI •• E `� '°"' © 2 ans 1*P ALT DE TAIL Z /Oa 6f /O YS ).. +�- ea- a /si $ 6 G ill - £04 P.. -, m5 K -. /Ond CAV(a CORNER M N. N ISC£LLANEOUS COMPONENT _ Ca Bor B.50 -F 8.01 702 toe i ea 9.05 0Efe . / L �? OETA/L 0 Is? / r ',r / r 4//4 / 18/0 050610 ' µr /N 1 e..214'1/ 4 .416 saFO s d1 O ErA / • . 9 0, a 4' i,, 4,14 eV 0. 50$os Mom 00, 655 5.01 a :aai2ia S/9 SNS rn, let (9/0050 . co 1 ' OETAIL Epar oN6. Anther. X50666 SC11MA /2119 SCREEN ENCLOSURE OETAII, Sifter • CUMATROL'- .COR 6900'.6 776 A,.,, ` 4 .m , Fl.r/di ` 0,103 WF$III t 1,C5OCIATEi. INC.'' 506 x.•467,. 9t - Y w ,Flr ,kr 9 .3.1- -- d t do0AA 1 Y -.�..& .pprOy 4ui jeci - to y u u�t� sadinq pturu'birtig, electricnt and iaa rea Village: rrha f lrci ti ►t&.rt ;°n3 build knowledge of °alt regulatio =cifica1Iy iahi.eatedherein ° reinfor q plumbing, eiectticat wiring an be tonitale of ri pection, �PEkM1i P10. g cv fr%a ✓ are c i" r1 ; . , vrtietti , . ed steel, sPe roof ftaYb *q NOTE S' A FOR COR: COL tr3k 'Meat PAVE • s or. ERF,CLEO VER1 13 CLIP r. BASES 0 ALI. COLS, #: _; 3 0 , EXCEPT CO% COLS. ) 8X8 CONC, F O, W/1 #5 CO T. CLIMATROL CORPORATI 69QO PcO ett;o Ex P0 B6x 563 Miami DRAWN SI SCALE DRAWING N.C. Originators Aid, Manufacturers of Extruded Aluminum Patio and Pool Enclosures Since 1952 75: K S L52/ n 1 •,f 10 ,/ 9 ,/ 8 , t 7 ,i G d 5 ,/ 4' ,/ 3 1,4 * 5r3z/ 1* NI 0 is , P . /G n /7 1/ i 1, /9 II 20 II zi /, ZZ ,/ z3 50 Z4 � Ufl *RUaf® W. U*R7 PIROWIMMICONfikta LIMO ®ltilEtiralrORM MAIL TO PHONE (305) 221 -3416 S.W. 44 St. 05) 553 -9903 MIAMI, FLORIDA 33165 r-- 3 30 A - ARC La4GTH R - RADIUS T - TANGOS C - CHORD - DELTANTE+TRAL ANA) MEAS - MWVRED CALC - CALCULATED PCP - PERMANENTCOMIA.aE. Pow' FILM • PERMANENT WEEMS MRYUMEi T PC - POINT OP COME IVW - VJQHT OP WAY BM - BENCH MARK IND a - POUND IRON PIPE CIA - CLEAR C L P - CHAIN LWK FENCE ITT - TYPICAL (PIS SEVERAL) WA - NOY APPUCAHI.E P.OE. - POAt OP BEGE.M'0 P.0 C. -POINT OF COMMENCEMENT CM- CONCRETE MCDANCE T MN SWR- SANPTAEY SEWER W1M - WATER MAN WP - WOOD FENCE LRCK"CD . SYMYNE BM - 8ENQ4 MARK PWRTIAN - P011E1 TRA2i3OR)IEa WV - WATER VALVE av - WATER METER rat - !OWES! TIESPHQ'IE LINES MH - MAh'HO12 LID CS - CATCH BANS+ Co - CLEAN-OUP COMEE CL - CENTERLINE CBs - comma BLOCK S RUCTI E CLP - CCpPCRETi LITE POLE CONC - ccecian FPL - FLORIDA POWER &LEST ET. - ELEVATICEI EASED ON 1929 NOVD END !t - POUND mai ROD ENCRO - DICRCACHMENT WMP - W EI MESH FENCE DH - DELL PKBE ND - NAB, D)SC CTY MON - COTE / MONUMENT PSO SP - PARRDG SPACE HYD - FIRE HYDRANT H C MO - HANDICAP PARR210 U B - nun EASEMENT LOCATED IN: VILLAGE OF MIAMI SHORES MIAMI -DADE COUNTY, FLORIDA , L OCATION SKETCI SCALE: 1 INCH = 100 FEET At 95- S7' N. F 94 "/ ST LOT DETAILS SCALE: 1 INCH = 20 FEET N E SEE - - PAGE 11, MIAMI-DADE COUNTY, FLORIDA THIS SURVEY MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER THE SIGNATURE AND SEAL CAN SE FOUND AT THE EM) OF REPORT. THE MAP AND REPORT ARE NOT COMPLETE WITHOUT THE OTHER. T SUAVE D ' RJBED IN T A SURVEY NUMBER:03 -12 -015 SHEET 2 OF 2' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Elite Aluminum Corporation 1801 N.W. 64 Street Ft. Lauderdale, Florida 33309 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arcr.s whore allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the .iglu to have this product or material tested for quality assurance purposes. If this product or material fails to per jut Li in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is deter pined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Screen Room with Aluminum Sandwich EPS Roof Panel 47 APPROVAL DOCUMENT: Drawing No. 95 -681 titled "E.P.S. Roof Panel ", prepared by Knezevich & Associates, Inc., dated December 15, 1995, last revision #2 dated June 19, 2002, sheets 1 through 4 of 4 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each panel and chair rail shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. LNSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the, job site at the request of the Building Official. This NOA revises & renews NOA # 99- 0519.05 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 03- 0109.01 Expiration Date: 02/20/2008 Approval Date: 02/20/2003 Page 1 3529[1291 NOTES: 1 APPROVAL DOC'JI-'EN1S REPRESENT AN EXPANDED POLYSTYRENE IE P 51 RODE PANEL AND SCREEN ENCLOSURE ANALYZED wITH THE PROVISION SET FOR T -1-E ISSUANCE OF A NC"ICE OF ACCEPTANCE INDAI BY MIAMI -DADE COUNTY 2110032T CCN1R?- DPHS FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZI OF THE FLORIDA 60ILDI'-3 CODE 2301. 2 A 33': INCREASE N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THE L:4 FOR THIS PRODUCT 3 3 ERI' NE THE PCS AND NEGATIVE DESIGN LOADS TO USE WHEN 822(81NC�NO THESE JOCUr N AC000DANCE " TH THE GOVERNING CODE AND 004ERNING w NO VELOCITY FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 - 90, 4 OIRECTIONAL FACTOR OF Ko •10 SHALL BE .+520 . THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR 51TE SPECIF APPLICATION OF THIS E.P S ROOF PANEL AND SCREEN ENCLOSURE. 5 THESE APPROVAL DOCUMENTS COMPLY 'dl - H CHAPTER 81615 -13 OF THE FLORIDA AOMINISTRA V'E CODE 6. THESE APPROVAL DOCUMENTS, APE SUITABLE TO BE APPLIE0 BY THE CONTRACTOR 2834 0EO THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED -IEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEV14'E IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES 30 41150 HEREIN. ALL 3.I.01NG PERMIT DRAWINGS SHALL HAVE ELITE" IN RED ACROSS THE FACE OF THE DRAWINGS A M001FIC&TIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS W VOID THE APPROvAL DOCUMENTS 8 w HEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DDC.MEN TS, THE BJ'LOING CIFH1IAL MAY ELECT ONE OF THE FOLLOWING OPTIONS 41 RE3JIRE 1H4T SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED ANC 5E 4LEO 3Y A LICENSED ENGINEER OR REGI5 "ERED ARCHITECT, '' RICH DETAIL AND JUSTIFY 'HE DEVIATION SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BOIL 390 OFFICIAL PAN,NG 1-1-5 r 20 4'24099 L B OU14E `14T A ONE I SITE 5PEUFIC APPROVAL BE APPLIED FOR ANC ( S CURED FRO M THE MIA11 -CADE COUNTY PRODUCT CONTROL DIVISION 9 1E J THE 5 TE CONDITION 0EvLATiONS OCCUR WITHIN THE HIGH 9ELOC -11 HURRICANE ZONE AREAS ONLY 04 PION 3" SHALL BE ACCEPTED BY THE BJILO1NG OFFICIAL. '0 LESION LOADS AI ROOFS DEAD LOAD • 2 0 15 F DOWN 110 15 5 F FOR UPLIFII LIVE 10AD • 3009 SF, DOWN 00OF WIND LOADS ARE CALCULATED IN ACCORDANCE WITH ASCE 7.98 BI SCREEN IW4_LS WIND LOAD . 216 P S F SCREEN WALL WINO LOADS ARE CALCULATED IN ACCORDANCE WITH TABLE 6 -12 OF THE ASCE T -98 WITH Cf • 1.6, AND E • 0. 4. DEFLECTION CR,11ERIA FOR COLUMNS, BEAMS, AND ROOF PANELS Al L- 80 FOR ROOF PROJECTIONS FROM EXISTING STRUCTuRE LESS THAN OR EQUAL TO 12 FEET WHEN 3510 FOR RESIDENTIAL OCCUPANCY B) 1 /I20 FOR ROOF PROJECTIONS FROM EXISTING STRUCTURE GREATER THAN 12 FEET AND ALL COFIMERCIAL PROJECTS '2 SCREEN FABRIC OPENINGS SHALL BE 60% OF THE GROSS AREA OR GREATER '3 ALL EXTPUSIONS SHALL BE 5063 - T6 ALUi-IINJM ALLOY U 0.N SHAPES OF ALUM. STRUCTURAL MEMBERS SHALL BE AS SHOWN ON T DRAWING WITH WALL THICKNESSES AS SPECIFIED EXTRUSION THI2RNE55ES MAY HAVE A TOLERANCE CF .0 0066'. UNLESS SPECIFIED AS A MINIMUM 14 ALL DOLTS AND SCREWS 51411 BE 1024 - ALUPI1NUIM ALLOY. ELECTRO -GA.LV STEEL, HOT DIPPED GALVANIZED STEEL OR STAINLESS STEEL 1S ALL CONCRETE 49(110RS SHALL BE AS SPECIFIED ON DRAWINGS EMBED LENGTHS NOTED ON DRAWING SHALL NOT INCLUDE 5131(0 OR FINISH MATERIAL 16. CONCRETE TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 34Y5 CONCRETE MIXTURE AND PLACEMENT TO COMPLY WITH THE PROVISIONS CF THE A C 1 8'JILOING CODE CURRENT 6011109 17 REINFORCING STEEL SHALL BE ASTH A -615 GRADE 60, WELDED WIRE FABRIC SHALL COMPLY 'W'H ASTM A -185 18 430334(2 OF EXISTING STRUCTURE SHALL BE VERIFIED BY REGISTERED PROF, ENGINEER PRIOR TO ATTACHMENT OF NEW SCREEN ROOM 5153(1.RE. 19 M,NIMJH SOIL BEARING PRESSURE 5 - TALL BE 2000 P5F 20 ALCMINUM MEMBERS IN CONTACT 'WITH CONCRETE AND WOOD SHALL BE PROTECTED BY 'KOPPERS BIT34.29OU5 PAINT" IN ACCORDANCE WITH 6108104 BUILDING CODE 2001. SECTION 2003 6.4 21 THUS CANOPY CAN NOT BE BUILT AS AN ADDITION TO A 1-138 HOME. 12 SCREEN 000,13 SHALL BE LESS THAN 15 FT HIGH ABOVE GROUND LEVEL. 23 THIS E P 5 ROOF PANEL SHALL BE USED IN THE CONSTRUCTION OF SCREEN ROOMS WITH OR WITHOUT SCREEN WALL ONLY EACH ACTUAL PROJECT SHALL BE CON51RUC120 USING THE SAME PANEL CROSS SECTION AND ATTACHMENT FASTENER DETAILS AS SHOWN ON THESE DRAWINGS. 24 E P S ROOF PANEL SPECIFICATIONS A.I PANELS SHALL BE COI-1(0511E SANDWICH PANELS COI- 1PRSED OF ALUMINUM FACINGS WITH EXPANDED POLYSTYRENE FOAM PLASTIC CORES BI PANEL FACINGS SHALL BE 0.030" W/0 PAINT. ALUMINUM ALLOY 3105 - H154 Cl PANEL CORE SHALL 3E EXPAN320 POLYSTYRENE WITH THE NOMINAL DENSITY 2 0 15 ( 6 DI 43H251/6 S HALL BE 11094.3 240 PRODUCED BY MORTON INTERNATIONAL SPECIALTY (1211 GALS GROUP, 4PPU£3 TO BOTH 51025 OF THE CORE MATERIAL 3.9,19/02 15 00 ED SNAP BEAM (SB) O LAP BEAM (LB) OBOX COLUMN i 2" x 2" SCALE 3" • 1' - 0' SCALE 3' • 1' - 0" 5CALE. 3" • 1' - 0" SCALE 3" • 1 CI® 0000 9 13 E.P.S. ROOF PANEL (SEE TABLE 5) SCALE 1 -1/2' • 1 - 0" • 05S' 111 "1 "1 ( GUTTER 6 SCALE )' • 1' - 0" O E, 11 SCALE 3" • 1 it © FASCIA 17 SCALE 3 "• 054 ITr•1 Ot"x2" . 12 SCALE 3" . 1' - 0 1B WALL HEADER 5CALE 3" • 1' - 0" A ppros ed •" mot plpin5 with the Forit4 Bo 5 C 2 003 D•te NOA• Mimi Bode Product Caotrul YJ, KN22(51CH NICEESSIOVA Ew•leu 2)j02, _f ( " '2 1211992. 95 -681 [ sheet 1 of 4i / t/ 1 - /00001 L tont wAtt - PALL MEAOLP () AtUll CO./11 107 17.77 3' PANEL C) y 2 INTERIOR PANELS Va • IrPoilloar 0IE" 01. FlRST- PANEL (EACH SIDE] sae If" 1-nRo LT 0000011 11 E0 1 Sap at." U� ®Oe �J v env ;4 se0n. RALM :1011 2R 3 CONT 00111= ROOF PLAN N S - INTERS PANELS oRP n'0C c1CP 1 "RO L.e sr"tws N / P1e I FIRST PANEL MAC/1510E1 P . . OnEn1 "'f" 1 /- MP1NaeUnEMT OR CT' P O.c [ _ Pr '.. 0000 .O SCRf �—' CO [. P MM 0V0C t O PANEL TO WALL DETAIL SCALE 1-1/2 - 1' 0 O TYPICAL SIDE BEAM TO COLUMN DETAILS SCALE. 1 -1/2" = 1' 0' elaS CR. COMC P.l1� 5 AT OR V PANEL 4N • e— a O.ER�.�at44 { -11 tit AM SRAM ," "d,(. 5P/0_014_1_1 1_ .017 C„IM..M {PA(PR eE n SRAM 4 n eP_ oa io. p w R.4 RE40 IS. SCNf OUtE1 ste S( FOULLY APCOM .MtMMR / Ir 0C V(f -Va - wM EnelONOMT PTO CO. POP w000 CUNMtTTK1M Uel at Sloe 1.111W1 W1 P HO IPt" AMOL11 ANOI{ 0 0P S A •01 — INTERIOR PANELS 1 Fewelo Salt 00 C POP a PARK APO 1 O<. FOR S PANT 0 - slot) ILIS DPW 000 ; 0°0 : :00 FIRST R0071 10(0 0101 wnERfiR�VVAEO PANELS PANEL INTERLOCK DETAILS O N.I S 0000 _ 001001 OR 1 O.C. FOR a ANO f PANELS TWO p• 1100 e tP N or .c.n rr tom 110a O PANEL TO BEAM DETAIL SCALE. 1- 1/2 "•1' 0" FRONT ELEVATION N. T - AMOLL0 . 01•1R Or AM eAcm �1(9(1 (� 1e 14LL.w, :o. SIAM �5 ,M4 OSVN, 7(040 MO0CM OLUNM APO 710V1OC VS 1 UMW COVO" PLR. POP{UMSC) ARO V i P OW" 1/1 71.10 oat. PM NANG P I • u eV. S OR wa 1) Q OR ,n p1- Pit t FOP COL.. - Att. COLUMN .(?)BEAM TO COLUMN DETAIL SCALE- 1 -1/2" . 1 0" SIDE ELEVATION 14 wE • [rem 0M0 - 4011E11 01/ OR (let VOVS. OUT TE Eu[ FASCIA t no.OR OR T O Approved 77 eePPi7 with the Florida WAI C 1N110 OZ '&4 03 PIOAII 41 12 _111 M ut Wade Product t- 7trvl VJ KNE" / EVICM me S.M. ta.. Limp. nr. 200z sheet 2 of.41 CABLE TOTAL RE14ulRFO SCHEDULE NO OR CA11Lt1 AT 3810741 WALL COIUNN PANEL SPAN 1 PT-1.11 MIGHT t FT -IN 1 • 12' -O" • 11' -10 1 2 1 S' A" 2 1 2 4 e 1 4 IL 001101 To P wM tnN1EC N0M (MUnN OnR \i) 10 /00/02 17.22 TYPICAL CHAIR RAIL DETAIL SCALE. 1 -1 /1 • T 0 - - Twt• EONOV TE MwR V/• . R.w1L. 4, VwM 1,1 — •MMDE SOLT LMATMNOITSA w,..L.•E 2 ,, , ,, E , 44 . 4 nr77 1 TYPICAL SLAB EDGE DETAIL SCALE. 3/4 • 1' - 0 -. --- SOS REAL SCaia OE . wo + +Nnt. UMN Iltt 1tMEeult N.3Ea •1 15 TYPICAL COLUMN TO SLAB EDGE CONNECTION DETAILS SCALE 1 -1/7' • 1 - 0 Ow/ 1 /4 N V R!e neAO 34.1111011 AMlM1+•T••0.C115111 CONT . RSwM \ v[eKl tMerM u. VneeD ranete w /2 -NUTSS - WAanFR• S.W. CIOMPEO CARLE r • Strr - vs TWA 1TE, tin ar wl SOLIS w. E - ea 0.131012E TO ONCOSTS - -- TV. RITAOXIIINT 12 CORNS* COI_ SMILE PRAMS nO CAN. tnNNEtnnM SHOWN ON ,MEET CABLE BRACING CONNECTION DETAIL ANGLE BRACKET (SECTION 11 -11) N.T.5- (FOIE 117111 DP OP Sl ES •IM•M TOP DP CONCRETE comc men. CABLE TO FOOTING CONNECTION DETAIL N.T.S. TAPI! 7 TRI(1uTARV AREA ltt 71 COLUMN TO FOUNDATION CONNECTION TABLE ANGLE 111E IEACM 110E OR COLUMN) r • 2 • 1/4 • 0'_11 /4 1 at 2" • 1/4 • e' -1" I - • 1 • 1/4 • O' 4" 1"• 1 RI TN110 •0111 111 SCREWS RI TWO 1/4 el rum •14 SHS CONCRETE 1,4C OR (EACH A.ln1!) 1/ - 371144 r•o rTAo wror,^ ' w • 7 -1/4' !M11!OMF•T .4 TWO 1/11 5/14"44 IT W REO NFAO W000! ANCHOR W/ 131 071133E 1114 3145 1_4/4 EMREOMCNT 41 7713131! 1/3.0 5/ 8' + 114/ F1000.4-0 M :nn. ANCHOR • / b1 FOUR 1316 S. 1'- LI 1/4 !MR1O•1I T •1 0H17EE 1/ "4 1 1/4"0 11w M! 1.!..0 1 WEOGE AN[N011 W/ PI FIVE 13+4 SHS 3 -1, 4"' /411110/10 . ALUM StElvfl R1M••0 w00oN0 u•t RI TORO I/ •I - A NOLE -�T TM f wRAE1NM TOP Of St. PIMMO - TOP OP roMCRETE • A 11.11100[1> E • STEEt w VLeM MEOnEn TO ano21.1 WOE • I' 1.01.7 • 14 CV- Sr•lotIOIS Half oral 2 Approved u 0o*pyle f whe lee FMEM11 peldl Cede MM Zoo N(1A o - Mhel D11de ' feel Centro I) "J E I TABLE 2 I BEAM SCHEDULE L/180 (SEE NOTE 4) 1 -1 BEAM SECTION 50 AN EARLE 000 DIFFERENT TRIBUTARY 101000 eT -9n 4 0055 0.055 5 - 2 0 4 - 1 1 4 - 9 1 . - 0 511 0 0 4 - 7 1 - 6 A . t -I- 111 0 4 0.055 0.000 5 - 2 5 - 0 4 -11 L -10 t- 0 t- t 9_ A 4- 5 t- 4 LB 2 6 0.045 0110 l- 9 1- 1 1 -] l_ 2 7- 1 A -10 6- 0 4- A 4- 1 LB /C) 1 4 I 2 7 0.054 0.110 9 - 0 9 - 1 9 - 0 0 - 2 / 1 0 1 7 - 5 1 - 2 7 - 0 LB (s 1 9 0.017 0 -224 11- 1 1 1 - 0 0- 9 10- 6 10- 9 70- 0 • .40 9- 0 5 - 6 1 f 1 6 1 2 • 0 012 0771 11- 6 12- 1 11 -1e U- 3 11_ 4 I1- 1 m - 10 10 1 16- t — 1(1,0c17 09 12. n - CASE+ TAM An, •ICI /2. OH 14 I17/1. 11 -CASE! •9IOA2EA.IL2 /1.11 /11.IL1 /1 -AN I l � -ual rasa A.I..IL1 /1- 9,1/21.1100.011.1 1- -1 -r.iea r.II. 19911.111 /2 -ON I.ILL /1 -11 TRIBUTARY WIDTH/AREA DIAGRAM 01 DEFLECTION . L /1110 PANEL OEPTN IINI TABLE 0 MARX SIDE REAM SCHEDULE 19. -M L, LB LB TABLE MARK 0 1 1 0 TABLE 6 MARK 0 0 0 0 Ion COLUMN SECTION COLUMN SECTION M1 ) MI 0. 0.175 0 105 0.055 0 - 0 91 0 171 0175 0 0, 6 0.050 1 0059 e 0002 0.012 COLUMN SCHEDULE COLUMN SCHEDULE MAX. COLUMN SPACING S -0 6 -9 -0 0055 01.1 • -0 BEAM SCHEDULE 118D (SEE NOTE 4) 0 055 9 090 5 - 0 110 1 0 - ) 0211 12 -1 0.221 1 11- -0 e -0 SPAN TABLE FOR 0I0 00090 TOIRUTARV W10TH5 PT...I 5 -1 5 -t e_0 -0 e 1 -0 5 - 1 -11 9 11- 9 12- 9 DEFLECTION .1/190 0•11' M. I 1 4 -. I 5 -a - ] - -0 S _1 1 -7 e 12- 1. MAX. COLUMN SPACING FORA GIVEN 1101009. N 110 - 4/I90 OR WITHOUT SCREEN WALL •00 A GIVEN 1101000_ M 191 - 917 WITH OR WITHOUT SCREEN WALL n - 2 10 -1+ H -11 4 -0 7 -10 TABLE 1T 7 • 6 PANEL SPAN SCHEDULE IEl -� OVFRHAN0 1 /90 -4 1 /00 1e- W/ 2' -0' OVERHANG 1/100 10 -A 10 - App9e9ed .. 0nlnplyin; with the EIett & BahB Cede 1..0 mite . NOAH Mittel Dente Pew eel 'en11e4 tolvisloai BY VJ KNEZEVICH N01M9 19,11.112/ I* 010991 OP 1)0.200Z rb ‘L. 5 Nq t. tni: j1L %rC ovJ2 14 AL. 2 e' 54 VC. qr. gs / e 5.5c:. T Nt_ e._•cPbc? P‘2000st_.--V 2.,,cD 4;7 ct'S. 1 o 61, p Ell . - - 9 ( M` , i it 11 ..o" d o' oytsi a 4:4A I I z I d' ,t. To P \/ t . " 14, 4;4 tez 1 7 T 1 1 4 ev AAel-$7, I ' 11 Z x )C Z 0 Fr2...g.ver" LL( • . . o - - - - - - - — - - - - - — - — - • '0 to "to 12AMMS ENGINEERING, INC. ROBERT S. MONSOUR, P.E. # 11955 2100 W. 76 St. Suite # 311 Hialeah, FL 33016 (305) 8224141 • C'1 cd SCALE: DATE : APPROVED BY: PCN,. 0 C2.4..DOC: siba 'ilea] Lf I a\ I?) L.47 c e.43 4-C M1 Arr:e.,t4. W‘c?._GLD M..Utitt OJNI \ I L.)1" t.`4 '6 -ro cae_NIE. 2_ d N AL' Gc.10CLIE. Pl01. 0 L1 NkkG Vc.9(...5T 1;6 (A) ■.\ 2 ` A 40( 4`t c-51' -\t it -a41012e DRAWN BY REVISED DRAWING NUMBER