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WS-15-126Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-228614 Permit Number: WS -1-15-126 Scheduled Inspection Date: February 26, 2015 Inspector: Rodriguez, Jorge Owner: DAMSEAUX, VERONIQUE Job Address: 50 NE 110 Street Miami Shores, FL 33161-7044 Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)975-8423 Parcel Number 1121360040360 Contractor: GENERAL IMPACT GLASS & WINDOWS CORP Phone: (305)558-8103 suuamg uepanment comments 14 WINDOWS + 5 DOORS INSPECTOR COMMENTS False February 25, 2015 For Inspections please call: (305)762-4949 Page 21 of 40 Inspector Comments Passed 49 CREATED AS REINSPECTION FOR INSP-226775. Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. February 25, 2015 For Inspections please call: (305)762-4949 Page 21 of 40 X14 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING 2 0 2015 FBC 20( b Master Permit No. (s - kms'" Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5- 19 N C' / d t City: Miami Shores County: Miami Dade Zip: IV (/ Folio/Parcel#: / �� 3 �' r ° u ° 3 (' D Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): V nsE V-0 .1 7 gV 'e 4 )14 !t t V9 Phone#: Address: P N' e-' I% b 'J'�* r City: %0 c� State: 7- / Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: City: 'L-jgv4'' N, sr Ce r F1 Zip: Qualifier Name: L ' Cy-" 2- Phone#: State Certification or Registration #: eK C / S/ g Certificate of Competency #: _ DESIGNER: Architect/Engineer: >0r- fT` '8/ 03 33 G IV, Address: City: State: Zip: Value of Work for this Permit: $ / 7 eo Square/Linear Footage of Work: f Type of Work: ❑ Addition ❑ Alteration, ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: L 't// �"�`+� '' 1`�iro/Z S /t1 l/ / np.0 Cr Specify color of color thru tile: Submittal Fee $ Sf�M Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ° 0 Bonding Company's Name (if applicable) Bonding Company's Address City ' State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I .certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The forego' g instrument was acknowledged before me this day of 20 1 �s by Y day of 20 �� by 162 db K'rue 3t�^SQG Bey(, who is personally known to C 'L Yr 6t" l , whpersonal is ly known to me or who has produced el" as me or who has produced as identification and NOTARY PUBLIC: Print: identification and who didtake ai NOTARY PUBLIC: — Print: Seal: ;=o;�aY AU `��_ M%UEL I PAGUAGA e , Notary P blic - State of Florida N' ::z My Comm. Expires May 21, 2016 Commission # EE 192307 APPROVED BY (Revised02/24/2014) Seal: Y* *c = Notary Public - State of rlonaa Q: My Comm. Expires May 21, 2016 -�i9TF......0:�, Commission # EE 192307 I'lAt 4 � 3 Plans Examiner Structural Review Zoning Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD W"s 1940 NORTH MONROE. STREET TALLAHASSEE FL 32399-0783 ' CRUZ, JORGE LUIS GENERAL IMPACT GLASS & WINDOWS CORP 5721 SW 59TH PL MIAMI FL 33143 Congratulations! With this license you become one of the nearly ona million, Floridians licensed by the Department of Business and Professional Regulation Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to Improve the way we do business in order to serve you better. ,For information about our services; please log onto wwwt myfloridalfcense.i:om. There you can find more Information. about our divisions and'the regulations that tnipact. you, subscribe to department -newsletters and learn more about the Department's Initiatives. Ourmission at_the Department is:, License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new lldensel DETACH HERE RICK SCOTT, GOVERNOR (850)487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1613944$ iSUED :07/08/2014 CERTIFIED GENERAL CQNTRAGTOR CRUZ, JORGE LUIS ; GENERAL IMPACT GLLS$ & WIIVD01N5 COR . 3 IS CERTIFIED under the provisions of Ch.489 FS. Expimbn data : AUG 31; 2016 L1407080MOSM KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 CRUZ, JORGE LUIS 1F'' . GENERAL IMPACT GLASS 9 WINDOWS CORP 5721 SW 59TH PL MIAMI FL 33143 t ISSUED: 07/08I2014 DISPLAY AS REQUIRED BY LAW SEQ0 L1407080000898 e i )06011 Local Business Tax Receipt Miami Dade County, State of FloridaFL B T -THIS IS NOTA BILL - DO NOTPAY 6413322 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES GENERAL IMPACT GLASS & WINDOWS CORP RENEWAL SEPTEMBER 30, 2015 290 W 78 RD 6681473 Must be displayed at place of business HIALEAH FL 33014 Pursuant to County Code V Chapter BA — Art. 9 & 10 SEC. TYPE OF BUSINESS OWNER PAYMENT RECEIVED GENERAL IMPACT GLASS & WINDOWS 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 3 CGC1513944 $45,00 08/11/2014 FPPU14-14-007258 This Local Business Tax Receipt only confirms payment of the Local Business Tax The Receipt is not a license, permit or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles — Miami—Dade Code Sec Ba -276. For more Information, visit K mlamWada covftaxcallector 1 M •.::u. 81/•],A 18:53:52 R5-872-6848 -> 1 888 685 7538 WIHScerts Page 882 `� CERTIFICATE OF LIABILITY INSURANCE DATE(MMiDDNYYY) 00/12/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS{, AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED. the poiicy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), PRODUCER�i1A71a OiT i('•lorida' Ina. AME: ..................... a/o 26 centuryBlvd. PMOME ............................... ......... ........ 8.0. $ox 305x91 LAKe,JIpwII l _877,_949_3"/8__».__. _.._._ AJC�N0;1 88-467-3378 F MAIL _ brbAb rille, TN 372305191 VSA?rtr�)jt a+$ a�FLlt lr�atea wi lid g .g4=µ .............._.....__.....-...........—'% ...__....;P....................................... .... INSURED�eSal zapagt calas.e 4: wia4Co 4 gexlraral I mp$ot g3.aSP8 6 Hurricane Shu Coes Parts Inc 290 west 78th quad Hialeah, rz 33014 INSURiNtj5gAFPOROINO COVERAOE i NAIC* __..........____ ..._......... _._.._ _..._ _ _...._ _ .....___.._.__ ........ ._..........__....__......._... RA ,Y`oahaoiogX laaursnce_Com�aaY.l_.•Iao�..._.._....�_z___.__ 43376 UVr_KAUr_N CERTIFICATE NUMBER:wr.29027 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE. AFFORDED BY THE POLICIES DESCIRIBED HEREIN IS SUBJECT TO ALL TME TEERM$, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ).0 .. .-...._..__.--_"-"_... ..__._-_ ......_._......__._...._..__... _....................... JStSDL°OUtJ_...............:... 7t TYPE OF INSURANCE i I i POLICY NUMBER i P[YCII;Y (NOW --'__._.....................___................._....._-__........._.. ....-...-. ' MNEICYI MNUI3OaYYYY 1 LIMITS I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE i . CLAIM'S -MADE. I ; OCCUR i i CiIiIUCA(3` YZ1(i'�" _...__.. .............. ... ........... ........._.__... ......'....'..-- ... ........ , i iMFDP iAny one {x taon) ; S GENT, A00ACOA'1"E LIMIT APPUMS PMR: _ I PERSONAL & ADV INJURY I S _•, P EN6aAL A00RE4ATE •• r LOGPOL=Y_CCT i PRODUCTS - COMPIOP AGO 1S 1 OTHER: AUTOMODIL8 UAOILITY i S COMBINED ILIMIT ANY AUTO t __..... ' ALILfOwM� I SCHEDULED BODILY INJURY Y {Per person) ••• •..... _ 1 AlrrO�3 }.,.... NON•Oi _._ „a_5._ _... ___ .__.___._._.__ ;BODILY INJURY {Per ereidentl ; 6 _._... wlFii:C, quTpy ;!--_ _ AUTOSWN ? _...:......___'.____.,_..._•..__-__."_.... i PRbPERTY DAMAGE S UMBRELLA LIA9`•. OCCUR t i3 _..; 6X0665 LIAR !EACH OCCURRENCE 1 S.LAIMS-ngAOE'I ! :. AZaGRLA;ATIz DED RETENTION $ ; WORKERS COMPENSA710N � : ' i 5 AND EMPLOYERS' LIABILITYj( A YY I NN ; i.. w i. ANY PlrgPRIETORTNERIEXE(;(J I IVt WPA 4Z�IGERmtEa.IBEaa B%CLUDEp� I Y N/ A; TWO3399799 ;....!+TL{] EACH E.L.ACCIDENT is 1r 000. 000 'L._.. (MandatoryInNHi 4 i 03/07/3014:03/07/3015 _..... .............»......�..... _.._. It e�, dcRx:ribe under yy Iz.I,.DISEAseti-sAEE41PLOY ,$ 1,000,000 ..-.----__.._._._.„.._,.__._.___.......,..__.... DE�RIPTION OF OPGRATIONS below :.-•........_...__ _ __.. EL DISEASE • IaoLlpY uMIT $ 11000,000 DESCRIPTION OF OPERATIONS LOCATIONS! VEHICLES (ACORD 101. Additional Remark$ SahedUle. nMy be atlechad it More apace is requlretll �Pftatlons; manneacture, retail 4 xnstallatioa$ of sbatters, windows b 40=6 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami shores village AUTHORIZED REPREUNTATIVE 10030 Shores 2 AV mi gllaores village, 8Z 3313t1 d m 1088-2014 ACORD CORPORATION. All rights reserved, ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD RR I0:6645540 SATCH113atch #t 7577$ • Property Search Application - Miami -Dade County Page 1 of 8 Address Owner Name Folio SEARCH: 50 NE 110 ST _Suite � � U PROPERTY INFORMATION Folio: 11-2136-004-0360 Sub -Division: COLLEGE HGTS Property Address 50 NE 110 ST Miami Shores, FL 33161-7044 Owner VERONIQUE DAMSEAUX Mailing Address 50 NE 110 ST MIAMI SHORES, FL33161-7044 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,204 Sq.Ft h4://www.miamidade.gov/propertysearch/ 1/14/2015 i amm 29apm17B16 @eas.l0atetm, e•Oas14 Pin J994) -2m -SM - (208 } .049. st03. Pec}804) 499.9999. TYPE OF SALES -- DqW �nvnVDAMSH s0 N.B. 330 MOT H� ad2ANX sHOs00 W021 A' e:iet G4 r 308875&119 �iH6®YDOH8V67p�pA00P•H47 Par t 99eai1apkmll�fp9.. �mttA �6er5 Pro�tOmipatreama mm. aeamvramdw. �� mat Pmm.tH wmiIIwf•t t� 9m..awa �c 1Im H.Omd P.4. XO Z4 Mt.a y .� 3Fc 1itr4rneyWpp XO Z4 No 3wH.trand Gdrr XfI Z4 a �ta a.rayn H.d- •': N0 dr X CSammH. - OrvDGa i,•C:•I �" NO S,s -7476.3Wlfmdmd Gd. X0 Za t':+'::C YBs 7 87 8s smo10 wftw WT. XO Zd NO s 47 47 418d4a a H.�m Gdc XO Z4 1 •; •: NQ s 97 3s, teaea tm 11.+.wi Gtlp XO 24 f't•.Y1•.:+ NO 76 87 tm H.Nm,i Gdrr OX 74 r•.t••,•:1, NO 1. 40 3 Ataaa Va. Za CM:.P., NO 11 38 88 sysrf9a.6 wa•2(9arif.a. srmtatH. HdO. tatr X Z4 9tA td .a NO 1478 74 8414 Nt H.mw ad. XO ZA i+4}vfn� VEB 16 7114 70 UB iead a40p w. XO Z4 U17e 13.18 02 9rrmar+wdw.rw,�rr- 2P4 Otitt', 72 Yf81 RqM XXTit !1n;3•;; YES 41,10 74 BD alam xa fl.Soml Ger, XO Z4 Yes 18 97 38 H2 NmImN Gd. X0 Z4 __ rn4:t:n NO 28MIM SM 46.7BM4bU PM emaBSe sor7 amutaeo Pea couHrw raula Race cOf tNrr. as aOPr. eHnwnsm ea sept. ranwmatowf.e taa.mm am.maram. Iw.m 1NIdN Patttlai tarn 'r0.".1:^'`"•:"?i:. -A::w i.rr ,H; � Iatlra. r.cra. N:V't"i Yea 1 b 8Bd.2S $ 884.2H a2df8Pa4Mer 4; , •r.r.•.rr::f•:t>•fs:.:':•k'•:;s:.Qr Yes 1 $ x78,10 6 MID Yfldto Pvmim •.--a ii7;'•.r+,. ?L1� rf. 2._k, YM t 8 ' 20 0.18 8 20618 Yditim Pme89r i'rif•^ .7?:.+.::7,. .^ t :t... NO 1 S 1.058.43 S 1.085A3 WN}oPowder M.n rYA:^,... :: •; r•1,.n, r:'i•7�t"! YES 2 - $ 57410 3 1,348.19 MddlD PaW4, �.,.y. it^.0".:`. t'•!:t°t:::•1"::wl .?'-i� YBs t S x78.10 S 278.10 bWdta Powdar ,.t•:, i:tr^...:S:f.U•fx:. fr'4")'sH:.,t, :•te"'I2We i 8 381.88 8 381A Wa09 PovnWr 1 ., ; 'W:r iT'$:' ., •'•J1(,•': .. A:" I;S .. t., ' :1ru�t•. Y88 1 B 30202 6 30201 Yes 1 b 30202 8 30202 Whoa hor+det r"G r NO 1 8 28.87 S 28.57 Yi*R Pmxtot Lott„ •rfd.".IS•.•"ro,•t.". .. ."L:v..,•r � •' f:•t vp:.?;� NO f 8 1,033.30 S 1,D;t9.3C' Wirt f•mvdlT -i•4"• ^t:, 'iL -t':'. •-'J•U I:i .• strri7.�• Yea 1 8 881R'! 8 7,38x98 YARD P&a:wf t.'.vy�a•;+ 7r3."•!'S :Y.t":.•-Ai.:.r"i ;+:•.;y Yes 1 9 1,11&02 S 1,218,02 Yldtde P%Id9r1,«?,4•,r .i7^.f.,:1i:h•!`'. ...:•:i"t'•.S:.tll NO a b 1,037.82 S 3.57893 W04D Pmadra ts.u'Gv i)•r,• ✓•.".'6 t:r 1'• ••'^-Ar ,"iv; -Y Y80 2 $ as= 8 1,288.00 WRD Ponder rrsa••. •+r 7:H• •:::: ,;° •R•': i'mr.m YM 1 S 800.70 b 900.iD ' 6 • 8 9 a 7s 20 S 1$78080 46.7BM4bU PM PW tar R 2MM03HOW 90rAW4T42 PM Y „O'' __ 70 7D• 16 r S2P208 M3.1iePteaM UBIQanWDbmem Pmro QteuRd Pbmma,eAperlmm�t LWMbn 10@aQD94 49.892.7 7 2MVW70 Road Mdaah R.3WI4. Ph:I851).'ffi.�.(10a)-RB7.81ob Fac IaaBS2®.WBR. PaaRha PleuarD -m V mON uM!, DAM 'u ybgA2g 40.1 7 Hmea, 90 N.O. 130 smm ARA■% Swam N last. ce0 , =am= CONFIGURATION AS VIEWED FROM OUTSIDE LOOKING IN I= 20{WONeIATRVCiORO!/PARr Foe, 9 Wadm HR6 as ON P GO WRERE PROJECT WR.L OR PERFOnum OWNERS UNDERSTANDS THATTHE PRODUCT BMNS PURCHASED IO BEING CUSTOM MADE FOR THE SPECIFIC INSTALLATION AND THEREFORE WAIVES ITS RIGHTS TO REQUIRE GENERAL IMPACTTO APPLY FOR A PBRMR WITHIN 30 DAYS. ■ GENBRALIMPACTIS NOTRESPONSIBLE FOR ANYDAMAGE CAUSED BYTHE INSTALLATION OF ITS PRODUCT SUCH AS SHEET ROCK, MARBLE SILL, TILES, VERTICAL OR HORIZONTAL BLENDS, OR OTHER FINISHES. e CUSTOMERAGRdES TO PAYW%UPON QB OF MATERIALS TO PROPERTYAND MU PAYMENT OF CONTRACT AMOUNT IS DUE UPON INSTALLATION. IF MATERIALS AU DIUARED AND THE CUSTOMER OR PROPERTY iO NOT READY FOTO MM INSTALLATION, CUS£OMO t AtIkES TO PAY GENERAL IMPACT 30 .OF THE CONTRACT AMOUNT IF %kmm ARE NOT INSTALLED WHEN READY, AT NO FAULTOF O]SNERAL BS!ACT; cog -6M MAYBE RESPONSIBLE FOR ADDITIONAL COST.•TO INCLUDE BUT NOT SB UNITED TO§TGRIIGE FEES, M7nMMNG PERMIT FEES, ETC. '^ . e OWNER MUST CLEAR ALL AREAB OF WORK INCLUDING BUT NOT LIMNED TO FURNITURE, FOITUREB, ETC. PRIOR TO WORK COMMENCING 2NTSTALUITICN. aBNERAI. IMPACT H NOT REBP0,IWIBLE FOR ANY DAMAGES RELATED TO FURNRURB, PIKTURB& ETC. TRAT ARE NOT MOVED PRIOR TO INSTALLATION. ■ EFdM CUSTOMER AGREES TO PAY FOR ALL PERMIT FEES, PLUS ANY INCIDENTAL FEES TO INCLUDE PERM RUNNER, PRODUCT APPROVAL COPIES, NOTICE OF COMMENCEMENTS, ETC. IF CUSTOMER ODES NOT RETAIN GENERAL IMPACT TO PERFORM TM PERMIT PROCESS, THEN THE OWNER N RESPONSIBLE FOR PULLING ALL NECESSARY PERMITS FOR THE WORK BEING PERFORMED ' 1'RIORUAIDOR"OttffiR"IR Pt41pP,/BPLIROOOFCUCURAaNTB Om YNL't9ARAOB DfOR Y.ORtOV! 18 20 OAAM1mTOTAL MATSRL4L ONE= GTYPWWK Y¢alUmda,armrtla Wtamm a.0 wr>mtba el aao OoeatmtofAYrmmw„t - SHOP DRAYM 300.00 b7Ea1AL wommD Ddo IbHYTAIO£A%TYTGal4b aa0bS,RmrTJ ODtO: bid ALUITION $ 3.440.00 Abe wat Fmei , r vemim $ 794.22 PWR NNe a 01e1 1MIM DTH9W $ 320.00 (F(t:!y.•;�L•q;r`:`f+At'C!-n(ve•g,?s :T".Y�i ,rjiri_tH?!:Ar-. f¢•f';Ufk>:'"A.frgf.ew&*newbwaapmtmeN,topffw waftftCUtlsme4m2JdeMmtfrtelwWtmdAws&CPn9gum2an `R{rr a<FF,;.r�:yT,;f„"^'J•%^ ..'+•”M�:4•r,d?toi•,�.p,•,yw•.;:,GarMmllmlRaOIYIID aamide Rte meaa,aemaMa Aaon59am9ombI*vw ImbYlm enumearae aenea}. REeTOMT(ON $ 1.120.00 PW tar R 2MM03HOW 90rAW4T42 PM /��CE 7-10 Design Wind Loads ® WIND LOAD ESeats For Wall Com onents&Claddin-sovr�aF�®��DAE®a�o�l- P ASD Load Combination Coefficient: 0.6 Kzt = 1.0 SY easyseals cam Wind Pressures [psf] for use with Allowable Stress Design Enclosed Bldg: GCpI = t0.18 Kd = 0.85 amward ['alar Beach Broward, Palm Beach (Coast) Miami -.Dade Miami -Dade (Coast) Florida keys (Co"] Wind Speed: 170 mph Wind Speed: 170 mph Wind Speed: 175 mph Wind Speed: 175 mph Wind Speed: 180 mph Exposure Category'C' Exposure Category *D' Exposure Category'C', &,/,4Fxposure Category'D' Exposure Category'D' Mean Roof Heigh up to: All Tribunary Areas Zone 4 interior + - Zone 5 Corner + - 15 ft . +37.8-41.0 -49.8. +37.9-50.6IF -55.4 20 ft 440.2-43.6 -46.2 440.2-53.8 +53:1 75 ft +42.1 745.7 +42.1 -56.4 . 30 ft 443.7-47.4 -50.3 +43.7 -58.6 35 ft +45.2 -49.0 +45.2 -605 40 ft 446.5-50.4 -53.4 +46.51-62.2 -65.9 45 ft +47.6-51.7 -67.5 +47.6-63.8 -83.4 50 ft +48.7-52.8 +61.9-82.8 +48.7-65.2 70 ft +58.2-58.2 55 ft +49.7-53.9 -106.6 +49.7-66.5 -77.0 60 ft +50.6-54.9 90 ft +60.8-6-08 +50.61-67.8 +60.8 70 ft +47.8-47.8 -54.9 +47.8 -87:7 80 ft +49.2-49.2 1 -56.2 +49.2-90.2 -103.0 90ft 40.41-5014 -57.3 +50.4-92.5 -105.1 100 ft +51.6-51.6 180 ft +68.5 +51.6-94.6 -107.1 120 ft +53.6 -53.6 +53.6-98.3 -110.5 140 ft +55.4-55.4 +55.4 -101.5 160 ft +56.9-56.9 -63.4 +56.9 -104.4 180 ft +58.4-58.4 -72.5 +58.4 -107.0 200 ft +59.7-59.7 -65.9 +59.7 -109.4 Min Roof Heigh up to: All Tribunary Areas Zone 4 Interior + - Zone 5 Corner + - 15 ft +45.9 -49.8. +45.9-61.4 -55.4 20 ft +48.2-52.3 -46.2 +48.2-64.6 +53:1 25ft +50.1-54.4 -4&4 +50,1 -67.1-. 30 ft +51.7-56.1 -50.3 +51.7-69.3 40 ft +S7.6 35 ft +53.2 -57.7 :' . +53.2 -71.2 40 ft +54.4-59.0 -53.4 +54.4-72.8 -65.9 45 ft +55.5-60.2 -67.5 +S5.5-74.3 -83.4 50 ft +56.61-61.3 +61.9-82.8 +56.6-75.7 70 ft +58.2-58.2 55 ft +57.5-62.4 -106.6 +57.5 -77.0 60 ft +58.4-63.3 90 ft +60.8-6-08 +58.4-78.2 +60.8 70 ft +54.9 -54.9 +54.9 -100.6 80 ft +56.2 1 -56.2 +56.2 -103.0 00 -ft +57.3 -57.3 +S7.3 -105.1 100 ft +58.4-58.4 180 ft +68.5 +58.4 -107.1 120 ft +603-60.3 -69.8 +60.3 -110.5 140 ft +61.9-61.9 +61.9 -113.5 160 ft +63.4 -63.4 +63.4 -116.2 180 ft +64.7-64.7 -72.5 +64.7 -118.6 200 ft +65.9 -65.9 +65.9 -120.8 U • Design conforms to the 2010 Florida Building Code. • Tabulated design wind loads are based on ASCE 7-10 11 specifications for components and cladding based on design criteria as noted herein. _I • Where this document Is used for permit, applicability of design criteria noted herein (Basic wind Speed, Exposure Category, Risk Category, ata) shall be verified by the contractor & building official prior to construction. • This specification may be used in conjunction with V engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the above -noted ASCE 7 standard for descriptions and definitions *fall design criteria. 12W N Federal Hwy, #200, Boca Raton, FL 33432 Min Roof Heigh up to: All Triburary Areas Zone 4 Interior + - Zone 5 Comer + - 15 ft +40.1-43.4 -65.1 +40.1-53.6 -55.4 20 ft +42.6 -46.2 442.6-57.0 +53:1 ZS ft +44.6 -4&4 +44.6 -59.7 30 ft +46.3 -50.3 +46.3-62.1 40 ft +S7.6 35 ft 447.9-51.9 - +47.9-64.1 40 ft +49.2 -53.4 +49.2 -65.9 45 ft +50.5-54.8 -67.5 +50.5-67.6 -83.4 50 ft +51.6-56.0 +61.9-82.8 +51.6-69.1 70 ft +58.2-58.2 55 ft +52.7-57.1 -106.6 +S2.7-70.5 60 ft +53.6-58.2 90 ft +60.8-6-08 +53.6-71.8 +60.8 70 ft +50.7-50.7 =61.5 +50.7-92.9 -113.4 80 ft +52.1-52.1 +63.9 +52.1-95.6 140 ft +65.6-65.6 9.0 ft +53.5-53.5 -120.3 +53.5 7-98.0 100 ft +54.7-54.7 180 ft +68.5 +54.7 -100.2 120 ft +56.8-56.8 -69.8 +46.81-104.1 -128.0 140 ft +58.7-58.7 +58.7 -107.6 160 ft +60.3 -60:3 +60.3 -110.6 180 ft +61.9-61.9 -72.5 +61.9 -113.4 200 ft +63.2 .63.2 +63.2 -115.9 • Wind Speeds noted above are ultimate design wind speeds (3 -second gust). Cities and/or counties are listed only as a general guide, based on Risk category II buildings. Verify applicable wind speed and exposure category with local building department. • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that eave height shall be used for roof angle less than or equal to 10*. Round up to values shown • Design Is based on structure classification as Enclosed Bldg: All Tribunary Areas Me Roof ^7 Zone 4 Heigh a erior upto: + - Zone 5 Comer + - li +48.6 5217. , +48.6 -65.1 20 ft '\+51.1 -55.4 +51.1-68.4 +54.1-58.6 25 ft +53.1 -57.6 +53:1 =71:1 30 ft +54.8-59.S -61.0 +54.8-73.4 :-75.3 35 ft : +56.3 -61.1 +56.3 -73.4. 40 ft +S7.6 -62.S +57.6-77.2 -64.6 45 ft +58.8-63.8 +58:8 -78.8 50 ft +59.9-65.0 +61.0-81.7 +59.9-80.2 45 ft 55 ft +60.9-66.1 -67.5 +60.9-81.6 -83.4 60 ft +61.9-67.1 +63.4-68.8 +61.9-82.8 +63.4-84.9 70 ft +58.2-58.2 55 ft +58.2 -106.6 soft +59.5-59.5 +59.5 -109.1 90 ft +60.8-6-08 +65.4-87.6 +60.8 -111.4 100 ft +61.9-61.9 =61.5 +61.9 -113.4 120ft. +63.9-63.9 +63.0-63.0 +63.9 -117.1. 140 ft +65.6-65.6 :90 ft +65.6 -120.3 160 ft +67.1-67.1 -117.8 +67.1 -123.1 180 ft +68.5 -68.5 +68.5 -125.7 200 ft . +69.8 -69.8 +69.8 -128.0 • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes, no reduction for roof slope 510° has been considered. • Tributary Area noted In table (effective wind area) Is equal to the minimum of [height x width] or [ht x ht / 3]. Round down to values shown. • Zones 4 & 5 (°Interior° and 'comet' zones, respectively) are as shown to the right, where the dimension "a" is the minimum of 10% of the building's least horizontal dimension or 40% of the mean roof height, but never less than 3'-0" or 4% of the least horizontal dimension. • This specification is valid only for use with structures NOT located In the upper one-half of an isolated hill, rklge or Copyright ©2014 Easy Seals a "a " 1 one i �1I i Z 5 4 IS I I Ease Height - Mean Roof Ht Peak Hirt Roofone Meanr�finterlod Heigh UP to. All Triburary Areas 4 - Zone 5 Corner - + - 15ft4 -55.8, 1 +51.4 -68:9 20 ft +54.1-58.6 +54.1-72.4 25k +56,2 -61.0 +56.2 :-75.3 30 ft +58.0-62.9 +58.0-77.7 35k +59.6 -64.6 +59.6-79.8 40 ft +61.0-66.2 +61.0-81.7 45 ft +62.3 -67.5 +62.3 -83.4 50 ft +63.4-68.8 +63.4-84.9 55 ft +64.5-69.9 +64.5-86.3 60 ft +65.4-71.0 +65.4-87.6 70 ft +61.5 =61.5 +61.5 -112.8 80 ft +63.0-63.0 +63.0 -115.4 :90 ft +64-1764.3 +64.3 -117.8 100 ft +65.5-65.5 +65.5 -120.0 120 ft +67.6-67.6 +67.6 -.123.9. 140 ft +69.4-69.4 +69.4 -127.2 160 ft +71.0 -71.0 +71.0-130. 2 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +73.9 -73.9 +73.91-135.4 Valid only with engineer signature & red seal Dec Christian Langley, PM FL PE #67382 CA #29531 Document No. MORS W�11! 0I.1 :m :j w1i MmAofAm!rA� �-d sou v naing .alas; SSD Out Swino D =LlM, arra M's s;"Mm a- 1 o11il n o: on m on WD WD WD O N EXTERIOR ELEVATION (XO) Type HR Mark 1 Existing 3"x3" Structural Tube C a EXTERIOR ELEVATION fX0 Type HR Mark 2,7&18 EXTERIOR ELEVATION (XO) _EXTERIOR ELEVATION 10X) Type HR Type HR Mark 9 Mark 10 WD 734 ----- . O SIN Lo 1-j- X 0 to o 7441` M0 EXTERIOR ELEVATION {XO) . Type HR Mark 17 & 19 i O M O DD EXTERIOR ELEVATION (XO) Type HR Mark 3 V DD M. WD M0 EXTERIOR ELEVATION (X) Type: OSD Mark 4 M O FE EXTERIOR ELEVATION (XO) Type HR Maria s&6 DD M0 MO EXTERIOR ELEVATION (X) EXTERIOR ELEVATION(XO) EXTERIOR ELEVATION !XO) Type: OSD Type HR Type SGD Mark 11 Mark 12 & 13 Mark" 14 LEGEND MO Masonry Opening, MR Horizontal Roller Window. DD Door Dimension, OSD Out Swing Door. WD Window Dimension. SGD SUding Glass Door., NOTE: 1 " wood buck to be independently anchored to the structure w/ a min. of 1%" embedment @ 6" spacing from ends @ 12" o.c. elsewe.re.. t O $ g D 0 JAIRO BLANDON GARCIA 01-06-2015 FDM BY. M: N. T. • S.' EXTERIOR ELEVATION (XO) X Type HR 0000 • • Mark 8 .... Q.... • .. • 00..00 . Z �•••• 0000 • •• � ••• ' DD .• .•• .... ..�. 000.0• • IZ • —714 . CD �.... .. •..one rij, .. W EXTERIOR ELEVATION (XX) Type: ON Mark15&16 50 NE 110th St, Miami Shores, FL 33'161 GENERAL IMPACT VAff cuss = VMM PWW x,03 Pot DRAWING NUMBER 14-173 %M 2 OF '3 4 A 7-1® ®esign ind Load REGBCtRI/�L ilVBiVD L®/�®CHART z;pFor Wall C®rn1�onents &Claddin- SOUTH FLORIDA nt:0.6 ii1- EdsySeatS- _ro/ i" � ASD Load Combination Coefficient: 0.6 ICzt = 1.0 Ic - I e`sysea&cor' ` Wind Pressures [psf] for use with Allowable Stress Design Enclosed Bldg: GCpi = ±0.18 Kd = 0.85 Broward, Palm Beach Wind Speed: 170 mph Exposure Category'C' Mean All Tribura ry Areas Roof zone 4 Zone 5 Height Interior Corner up to: + - + - 15 ft +37.8-41.0 +37.8-50.6 +45.9-61.4 20 ft +40.2-43.6 +40.2-53.8 +48.2-64.6 25 ft +42.1-45.7 +42.1-56.4 +50.1-67.1 30 ft +43.7-47.4 +43.7-58.6 +51.71-69.3 35 ft +45.2-49.0 +45.2-60.5 +53.2- 53.2-40 -59.0 +54. 2.8 40 ft +46.5-50.4 +46.5-62.2 -60.2 .5-74.3 45 ft +47.6-51.7 +47.6-63.8 -61.3 6.6 -75.7 50 ft +48.7-52.8 +48.7-65.2 +57. 55 ft +49.7-53.9 +49.7-66.5 -63.3 +58.4-78.1 60 ft +50.6-54.9 +50.6-67.8 +54.9 -1 70 ft +47.8-47.8 +47.8-87.7 +56.21-103.0 80 ft +49.2-49.2 +49.2 -90.2 90 ft +50.4-50.4 +50.4-92.5 -58.4 +58.4 -107.1 100 ft +51.6 -51.6 +51.6-94.6 +60.3 -110.5 120 ft +53.6-53.6 +53.6-98.3 -61.9 +61.9 -113.5 140 ft +55.4 -55.4 1 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft .4-58.4 +58.4 -107.0 200 ft +59.7 -59.7 +59.7 -109.4 Broward, Palm Beach (Coast) Wind Speed: 170 mph Exposure Category'D' Mean All Triburary Areas Roof zone 4 Zone 5 Height Interior Corner up to: + I - + All Triburary Areas 15 ft +45.9-49.8 +45.9-61.4 t 20 ft +48.2-52.3 +48.2-64.6 Comer 25 ft +50.1-54.4 +50.1-67.1 + - 30 ft +51.71-56.1 +51.71-69.3 _ +4 U -53.6 35 ft +53.2-57.7 40ft +54.4 +53.2- 53.2-40 -59.0 +54. 2.8 +42.6 -57.0 45 ft +55.5 -60.2 .5-74.3 +44.6-59.7 50 ft +56.6 -61.3 6.6 -75.7 +46.3-62.1 55 ft +57.5-62.4 +57. +47.9-64.1 60 ft +58.4 -63.3 +58.4-78.1 +49.2-65.9 70 ft +54.9-54.9 +54.9 -1 +50.5-67.6 80 ft +56.2-56.2 +56.21-103.0 +51.6-69.1 90 ft +57.3-57.3 +57.3 -105.1 +52.7-70.5 100 ft +58.4 -58.4 +58.4 -107.1 +53.6-71.8 120 ft +60.3-60.3 +60.3 -110.5 +50.7-92.9 140 ft +61.9 -61.9 +61.9 -113.5 -95.6 ft +63.4-63.4 +63.4 -116.2 + 5 -98.0 [160 +64.7-64.7 +64.7 -118.6 +54)72 Eft+65.9 -65.9 +65.9 -120.8 +56140 • Design conforms to the 2010 Florida Building Code. • Tabulated design wind loads are based on ASCE 7-10 specifications for components and cladding based on design Z criteria as noted herein. J • Where this document Is used for permit, applicability of �r design criteria noted herein (Basic Wind Speed, Exposure Category, Risk Category, eta) shall be verified by the LL contractor & building official prior to construction. n. • This specification may be used in conjunction with V engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, FL SM32 Miami -Dade _Exposure. ategory'C' Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category'D' Mean All Triburary Areas Roof Zone 4 1 Zone 5 Height Interior Comer up to: All Triburary Areas Mean Roof ne _ one Height interior Comer u + + - r15 =r+42.6 -4Wa) = _ +4 U -53.6 20 ft -46.2 +42.6 -57.0 25 ft -48.4 +44.6-59.7 30ft. -50.3 +46.3-62.1 35 ft +47.9-51.9 +47.9-64.1 40 ft +49.2-53.4 +49.2-65.9 45 ft +50.5-54.8 +50.5-67.6 5 +51.6-56.0 +51.6-69.1 ft 2.7-57.1 +52.7-70.5 53. -58.2 +53.6-71.8 7 + 'S.7-5 +50.7-92.9 70 ft +58.2-58.2 -95.6 90 + -53 + 5 -98.0 100 ft + .7- 4.7 +54)72 120 ft +56.8 6.8 +56140 ft +58.7-58. +586 ISM e*15W 60.3• 3 --W-6- 180 ft All • a619 .•616 a 43.9 413.4 200 ft *+63.2 63.2 +63.2 -115.9 Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category'D' Mean All Triburary Areas Roof Zone 4 1 Zone 5 Height Interior Comer up to: + - + - 15 ft +48.6-52.7 20 ft +54.1-58.6 +48.6-65.1 20 ft +51.1-55.4 +56.2-75.3 +51.1-68.4 25 ft +53.1-57.6 +53.1-71.1 30 ft +54.81-59.5 40 ft +61.0-66.2 +54.8-73.4 35 ft +56.3-61.1 +62.3-83.4 +56.3-75.4 40 ft +57.6-62.5 +57.6-77.2 45 ft +58.8-63.8 60 ft +65.4-71.0 +58.8-78.8 50 ft +59.9-65.0 +61.5 +59.9-80.2 55 ft +60.9-66.1 +60.9 -81.6 60 ft +61.9-67.1 100 ft +65.5-65.5 +61.9-82.8 70 ft +58.2-58.2 +67.6 +58.2 -106.6 80 ft +59.5 -59.5 +59.9;409.1 90 ft +60.8 -60.8 +60.81-111.4 100 ft +61.9-61.9 -73:9. +73:9 +61.9 -113.4 120 ft +63.9-63.9 +63.9 -117.1 140 ft +65.6-65.6 +65.6 -120.3 160 ft +67.1-67.1 +67.1 -123.1 Lf210800 +68.5 -68.5 +68.5 -125.7 +69:8 -69.8 +69..8 -128.0 a "a " • Wind Speeds noted above are ultimate design wind • `"d pressures are >jpWljpble to WI ogpding Boors. 1 1I speeds (3 -second gust). • • -'ambulated wind loressure•are valid for all not sbpes; no • Cities and/or counties are listed only as a general 010 I. rectionfolofrop I 10° i�be conslere$. )based on Risk Category 11 buikUngL Verify applicable wind• • butaryAia tilbieM4wIr;4ar&ai I Is I Zone t speed and exposure category with local building • • • eq•al to the mirfmum of4height x widtth] or (h0k ht / 31. S I 4 I s department Round down to values shown. • Plus (+) & minus (-) signs signify pressures acting toward • Zones 4 & 5 (°interior" and "comer" zones, respectively) I _ and away from the exterior component or cladding surface, are as shown to the right, where the dimension "a" is the EM Height respectively. • �r1RtNrdum of 14! of th$buli(i s lest horizr�Ital Mean Roof Ht • Where "Mean (average) Roof Height' cannot be •dime&sion or / �fsgp meag roof Ight, byt never less determined, peak roof height shall be used, except that •than!'-0'aor 4Y° oRhe4aest l4rizon al dirnealon. Peak HefgM save height shall be used for roof angle less than or equal• : =Th: If-.Rllotlolt 41% lid jolJor CIwA structures NOT to 10°. Round up to values shown located in the upper one-half of an Isolated hill, ridge or WALL ELEVATION • Design is based on structure classification as Enclosed Bldg: Copyright ©2f113 Easy Seals Florida Keys (Coast) Wind Speed: 180 mph Exposure Category'D' Mean All Triburary Areas Roof Zone 4 1 Zone 5 Height interior Corner up to: + - + - 15 ft +51.4-55.8 +51.41-68.9 20 ft +54.1-58.6 +54.1 -72.4 25 ft +56.2-61.0 +56.2-75.3 30 ft +58.0-62.9 +58.0-77.7 35 ft +59.6-64.6 +59.6-79.8 40 ft +61.0-66.2 +61.0-81.7 45 ft +62.3-67.5 +62.3-83.4 50 ft +63.4-68.8 +63.4-84.9 55 ft +64.5 -69.9 +64.5 -86.3 60 ft +65.4-71.0 +65.4-87.6 70 ft +61.5-61.5 +61.5 -112.8 80 ft j +63.0j-63.0 +63.0j-115.4 90 ft +64.3-64.3 +64.3 -117.8 100 ft +65.5-65.5 +65.5 -120.0 120 ft +67.6-67.6 +67.6 -123.9 140 ft +69.41-69.4 +69.4 -127.2 160 ft +71.0-71.0 +71.0 -130.2 180 ft +72.5-72.5 •+72.5 -132.9 200 ft +73'9- -73:9. +73:9 -135.4 d'�I' � �Validori7y'withengineer's -,signature &- aised seal' I I " r zone 51 4 rS GhtistPafl LaciglAy; F� Ar #29531 WALL ELEVATION FL . bcun ntNo -A10RS I•DADE - s �, `� ` MIAM� MIAMI DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMEWSTRATION DIVISION- T (786) 315-2590 F (786) 315-2599 NOTICE OF -ACCEPTANCE (NOA) www.miamidade.gov/economy General Impact Glass & Windows, Corp 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use- of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - . Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Tn Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fail'§ to meet the requirements of the applicable building code... This product is approved as described herein, and has been designed to comply with -the Florida Building...� • Code, including the High Velocity Hurricane Zone. • • :609:0 • .-0-0000 _0___ 000000 APPROVAL DOCUMENT: Drawing No. 12-006, titled "Series 18000 High ImQwt•I49rizonKS)i&g • Window - Large'1VTissile Impact Resistant", sheets 1 through 14 of 14, dated 01/10/l2,' With revibiolMl. date>l.•: •'. ...... .... ..... 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., beVme the 1 aM -Dad 0 • •: • County Product Control Renewal stamp with the Notice of Acceptance number and. g"Wguon date�by the • • Miami Dade County Product Control Section. : • :....:. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • . • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or log%.ditJ, state, model/series, and 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. TERNVIINATION 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. INSPECTION: 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 renews NOA# 12-0206.08 and consists ofthis page 1 and evidence pages E-1 and E -2, -as well -as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. _ General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS - 1. Manufacturer's die drawings and sections. 2. Drawing No 12406 titled "Series 18000 High Impact Horizontal Sliding Window - Large Missile Impact Resistant", sheets I through 14 of 14, dated 01/10/12 with revision #1 dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under previous NOA# 12-0206.08) B. TESTS 1. Test reports on: 1) Air 1afiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per-FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94. 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 .... along with marked—up drawings and installation diagram of hj zp%tal slNng Soo*:* window, prepared by Fenestration Testing Laboratory, Inc., TeS¢[Re ort lt". % so' .. ...... > > _ s -�s • (Submitte—dun' derNOA#09-0806.03) .... . .. ..... C. CALCULATIONS s. s s. a sees• • • • • .... .... ...... I. Anchor verification calculations and structural analysis, compY�g with FB(; -2007, . • dated 06/23/09, prepared by Tilteco, Inc., signed, sealed by Valter K Tilf }ta iI'I P.E 0 *so:* (Submitted under NOA#09-0806.03) 2. Glazing complies with ASTM E1300-04. .. .... D. QUALITY ASSURANCE E Miami -Dade Department of Regulatory and Economic Resources (RER) E. . MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 017'14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Manue4 Per :E. Product Control E a infer NOA No. 14-1021.08 Expiration Date: October 21, 2019 Approval Date: November 06, 2014 E-1 General Iinpact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated October 16, 2014, issued by Tilteco, Inc., signed and sealed by Walter k Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated July 27, 2009, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under NOA#09-0806.03) 3. Laboratory compliance letter for Test Report No. FTL-3388, issued by Fenestration Testing Laboratory, Inc., dated 09/05/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03-0314.07) • G. OTHERS - 1. Notice of Acceptance No. 12-0206.08, issued to General Impact Glass & Windows, Corp. for their Series "18000" Aluminum Horizontal Sliding Window— L.M.I., approved on 04/12/12 and expiring on 10/21/14. •••••• • •••••• • • • • • •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• ' J Manue rerP.E. Product Con l E miner NOA No. 1021.08 Expiration Date: October 21, 2019 Approval Date: November 06, 2014 E-2 CJ 1, SERIES 18000 HIGH IMPACT HORIZONTAL. SUDING WINDOW LARGE MISSILE IMPACT RESISTANT, -SHOWN ON THIS �A= PAODUOT APPROVAL* DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & (A) 'TO, 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING• WINDOW LARGE _ MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE/6ROWARD C COUNnES) DESIGN WIND LOADS SHALT. BE DETERMINED AS PER SECTIONS•1820 OF THE ABOVE MENTIONED CODES, USING (8) • TO ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBG & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 - 1, FBC AND SHALT. NOT EXCEED THE MAXIMUM (A S,D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. (C IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND L&S DETERMINED ppER ASCE 7-10 SHALL BE FIRST REDUCED TO ".D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO COMPARE THESE (C) TG W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS FAD., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE 1N ALLOWABLE STRESS FOR WIND LOADS WAS .NM USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN (D) TO DETERMINED IN ACCORDANCE WITH N.D.S. 26603__. - 1, THIS WINDOW'&ADEQUACY FOR 'IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE fSOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -2031 PER FENESTRATION TESTING (E) TO LABORATORY REPORT 5954 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECnONB _ 1 1612 & 1618 OF TH FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. 2..., , p D ff PRP,^z' PATINGIS EQ THE$ INTRO S SHALL B Ag' ,SHOWN ON 10, PROVIC w 112 1. 11. REMAIN SHEET 12. RESIST/ &12. 1 01/104/12 SERI. w PH= <306 888-8103 MANL FAx aas aee-oa9e 12.06 ONE :as otn�m aArt HEM 4. SHEET' 1 ap 14 AL MIAM B. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH 73' SPE( SECTIONS 2411.4.1, 2411.4.2, 2411.8.1 AND 2411.5.2 OF THE FLORIDA BUILDING CODE 8. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8083-T8 ALLOY AND TEMPER, WITH Fy - 250 M (b) MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. THIS THIS 7. ALL USED RASSEMBLY 316 BE SESECTION OR BON TAS DIN SERIES CORROSIONS RESISTANT COATI G�R0 STEELMETAL PER 50018 AND24101 3 4 OF THE. FLORIDA BUILDING CODE WITH BO ksl YIELD STRENGTH AND 90 kal TENSILE STRENGTH, (REC( 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE WOOD BUCKS MUST BE SOUTHERN PINE WITH •0 - 0.55, AND SHAD. COMPLY WITH SECTIONS 2411.3 &�L6l=8 t: • THE 2DG7 &'2Q10 EDITIONS OF THE FLORIDA BUILDING COOL • • •• • • • • m • ••• • •• 0 00 r • • [+J.QTgs,1, EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. 1STING POURED CONCRETE: MIN, f C - 3192 PSI), MIN. EDGE DISTANCE (E.D.) - 2 1/2°. 10 TAPOO ANCHORS 1 1/4 MIN. EMBEDMENT. AS MANUFACTURED BY TTW BUILDEX, INC. PONENT, THRU 1- P.T. WOOD BUCK. ASTING A.S.TAL C-90 CONCRETE BLACK WALL. MIN. EDGE'DISTANCE (ED.) - 2 1/24. '0 TAPCO ANCHORS W/ 1 1/4- MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. IPONENT Q0• THRU 1- P.T. WOOD BUCK. GSIING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (ED.) a 1-. -14 TELSOREW WI 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY IIW 81JILDEX. INC. [PONENTT ). (ISTING MIN. Ys- THICK ALUMINUM MULLION (8083 -TS ALLOY), MIN. EDGE DISTANCE (ED 1/2-. '0 -143/4 -(MIN.) TEK SCREW, AS MANUFACTURED BY TTW BUILDEX, INC. (COMPONENT ). ISTING MIN. 12 GAGE (0.1081 STEEL MEMBER (ASTM A-800, A-853 OR A-35), MIN. EDGE DIST CE (ED.) - 1/20. '0 -14x3/4 -(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDER, INC. (COMPONENT. 1/4- MAX. LOAD BEARING SHIM SPACE (TYP.). COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 8000 HIGH IMPACT HORIZONTAL.SUDING WINDOW LARGE MISSILE IMPACT RESISTANT,* URER LABEL. SHAD. BE PLACED ON A READILY VISIBLE LOCATION. 7. SHALL BE PLACED FOR EVERY UNITE. LABEL SHALL READ AS FOLLOWS: IDE COUNTY PRODUCT CONTROL APPROVED. PAR.• PREPARED SY THIS ENGINEER IS GENERIC. AND DOES NOT PROVIDE INFORMATION FOR A SITE PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. TRACTOR TO BE RESPONSIBLE FOR THE SELECTION,'PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF =CT. BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBMY. P.A.D. WILL BE CONSIDERED INVAUD'IF ALTERED BY ANY MEANS. ;INIAL P.A.D. SHAD. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF THAT PREPARED IT. 02012 rAw M0. M1Na,' & 8 C © H a'0WeAAKY ®«OOp8718 WW R Lk. 44187'8' 000E 290 Weer 78 ROAD 1 01/104/12 MAIM, FL 33014 w PH= <306 888-8103 FAx aas aee-oa9e 12.06 �.� :as otn�m aArt o8Am8e•No SHEET' 1 ap 14 (DmiLh - 6063—T6 ALLOY & TEMPER 6063—T6 ALLOY & TEMPER • � rra• • D siLL_• waER 6063—T6 ALLOY & TEMPER MAb9E_ SILL 6063—T8 ALLOY & TEMPER �1 A uM• INSFZ[ BAR 6063—T6 ALLOY & TEMPER O MMr,-JAMB 6063—T6 ALLOY & TEMPER (Z) 6063—T6 ALLOY & TEMPER g e piyingwith tea FlBsk�k Q'0 M -P0 H 9N 1 S . s g4i��e Deft J1q SCALE �X LATCH PRODUcresvtss� `�+�� ,• �pF.l 6063—T6 ALLOY & TEMPER aa+x&F1Y�IS WOW �� 4" LONG B6 1s BY 4M4MWC=-flY ~I • 191 a-124-Itd "-•�o azam 0�t omm ns•• L) C.LON1A4 WON 6083—T8 ALLOY & TEMPER 8063•�-T6 ALLOY & TEMPER 6063—T6 ALLOY & TEMPER fee• �' aB^ SB ' 4081 . d � • d afo Ile BEAD @p SI►�T=K INSERT TCR 1,/1 Q_ GLASS 6063—T6 ALLOY & TEMPER J) J&B STILE 6003—TO'ALLOY & TEMPER 33—T6 ALLOY & TEMPER • • • • • • • • • • see UT �'-+• • • � i i • • • ��aW�+��08A'ABhVetwAyH_ut?I4anaZanE ;1 �:' t •zou�>�o etaiIlrPSUMM_IMPAN_ 9ORKONMJ.&,p=WHWQq =,Y. aeowrar ae,mao .vr"n< 1wuEa,L Fl. asota oars a & fRO Qa afar sse-s,oa f'� 12-ooa rip p, � • o • mWm" R" FLORIDA at' D • • av B. Bue ° 1° ef�i' 2 OF 1d BILL OF MATERIALS m QUANTITY ' DEBCIRw= MATIIm$L .1 1 FRAME HEAD 6083-T8 2 1' FRAME SILL 8083 -Ts 3 2 FRAME JAMB 6083-T8 4 COLONIAL. MUNTIN (OPTIONAL) 6063 -TB 6 1 VENT• FIXED MEETING STILE 6063 -TB . BA 1/ BAR ALUMINUM, BAR INSERT FOR® 8063 -To 8, i/ VENT H.D. VENT MMM SULE 8083-T6 6A 1/ BAR ALUM". BAR INSERT FOR QB 6063-T8 7 2/ VENT TOP AND BOTTOM RAIL 6083 -TB 8 , 1/ VENT JAMS RULE 8083 -Ts 9A AS READ. GLAZING BEAD FOR 7/16' GLASS 8063-T6 • 10 t SILL. TRACK INSERT BOS3-Ts 11 AS.REQO. SILL RISER 6083-T8 12 2/ VENT VENT LATCH AT 9 1/2" FROM ENDS, 3" LANG 8083-•T8 13 • 1/ LATCH VENT LATCH SPRING ST. STEEL. 14 p� FBALEN(4 Pl. 33814 f-pp� {769 81�-8889 BUMPON SPACER. 1/4 HALF SP CLEAR, 3° FROM CopMAX. AND 12° 0.0. (MAX.), AT 690 -GLASS BITE TION BY WE RU BEL AN -26CLEAR, SILICONE 18 AS READ, FRAME/VENT ASSEMBLY SCREWS, 6s x t" p.H. SMS, CRS 18 2/ VENT FRAME SILL SCREWS CONNECTING TO 6 , x 3 1/2" PJi SMS, CRS �%' p .-AORTO 17 AS RECD. VENT & FIX. RAIL W STRIPPING, AMESBURY OR EQUIV, -- 18 AS READ. FRAME W'STRIPPING, AMESBURY OR WX 19 2 BAFFLE, M & M PLASTICS 20 2 BAFFLE BAFFLE SCREW, #8 x I/2" F.H. SMS • : -- -' a... 21 AS REQD, GLAZING BULB VINYL NEOPRENE 22 4 VENT ROLLER HOUSING & GWIDE CELLON 23 2/ VENT RMIS BRAssm ST. 24 2/ VENT ROLLER PIN ST. STEEL, 25 ANCHORS, 1/4"e TAPCON• FJR. ANCHOR, OW BUILDM INC. STEEL 28 ANCHORS, 1/4°0 -14 TEK SCREW ITW BUILDEX INC. TO WOOD BUCK, ALUMINUM OR STEEL MEMSER. STEEL 27 DOW CORNING 706 STRUCT. SILICONE 26 SEALANT: DOW CORNING WRITE SILICONE OR EQUAL AT FRAME ALL AROUND (E)MOR & INTERIOR SILICONE 29A 7/16" NOMINAL (DA"" =LAMINATED GLASS WITH (/18° HEAT S7RENtiTHINEb CLASS + A 0.090° INNER LAYER FILM DUPONT BUTACTIB PVB, R BY LD PONT DE NEd0URS & CO HNC., + (1) 3/18° NEAT STREN7/16° LAMINATED CLASS 2D9 NOMINAL (0.444°OVERALL) LAMINATED GLASS WITH (1) 3/15" HEAT, STRENGTHENED GLASS +=OA90" INNER LAYER FILM SENTRYGLAS PLUS. INTERLAYER BY EI. DUPONT DE NEMOURS & 00 HW., + (1) 3/16° HEAT STRENQTHENED GLASS. LAMINATED GLASS ' 30 1 (,WEEP HOLE FRANK LOLONG WS RUBBER O GASKET C,� EOALI GASILET, MODEL 1 OPPI, BY FILTER FOAM AUZING. DETAIL FQR • • • GLAZING WAIL fD SCALE 3/4" 1= 1 ° i i i • • • • SC 3/4" 1" ••• ••e •• • • • •• i l��p//Inti �� • • • �' i � • 0 • • � „••*N.�• •, • • • • • !lld lmDE NOVOW H491anw Zone) '�\C N$ ' �L ®xota�upaw me • 1 suDIN4wum � . LARGENH AOT STANT LL Vo, ,'A,o, of/to/tg PAT@ No. 441 4 dH7d �°r rode. a aen ww 7B WAD ' \ TICCIT Tema k EN o of �MPAttY p� FBALEN(4 Pl. 33814 f-pp� {769 81�-8889 • 12-008 �%' p .-AORTO .•:' `Jt I i • • n9AW9to Ib • • • Uo °" °`° m= 3 of 14 • : -- -' a... D/9 V NA • .:. raan,S wtaDc (SEE BO,0:0llLE @, aN stoFr „2 u . SOHEDULE d1 on SHEE,• 12 (SEE SCHEOEILE $1 ON SIM T2f- A/6.1 /g1 B/7 �j (SEE Saw" ON SHEET 12 s" NA't• A/g SEE DETAILS 1 & 2/I (iYP. HEAD/SILL) AND SCHEDULE J2, ON SHEET 12 . 19 + 20 • 3 1 °1XI/e MGM. Wall HOLE Ar iYPlG,4L EXT�®R /a° OM ENDS AND ONE AT MVWAN ,�, 110N FOR -XOX WIN0gW Bono SCALE. 1 "-1'-0 D� m eampiyfng with the P1 • 9afdiagCarla �4•ioxi�oB • Attepteam No A� _ .......r *4 . or @ As APPLICABLE C/a I � .NOTED wi AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEOPLE #1 (SHEET 12). ADDITIONALLY, DAYUGHT OPENINGS 'a" AND "o", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYUG*HT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED, (S£E" 011 ,21 •' • . `e" MAt6 V (47P1H1 s�ouLz �, off stir , A//6, •• " . ,zr—:� i • 2� � 29 � 2 OR 29 I I OR 29 II I 0 9 "S"= Mox. ANCHOR SPACING (SEE SCHEDULE ON SHEE7II12) I I (SIO:. SCHEDULE ON SHEET• 12) I I (SEE S ULE ON SH 12) • OOaS¢OB1, Velaolq• HiBTt�2ope) G... �� _` •�+p. AIIL�IMAE88AANT220 I � WW 78 ROpFC. u��aDCA',0a I Z TLLT8Tm A, WWWW MP '. I I PH= (308 BSS -5103 (� ' A� . T II II 12-M A/g SEE DETAILS 1 & 2/I (iYP. HEAD/SILL) AND SCHEDULE J2, ON SHEET 12 . 19 + 20 • 3 1 °1XI/e MGM. Wall HOLE Ar iYPlG,4L EXT�®R /a° OM ENDS AND ONE AT MVWAN ,�, 110N FOR -XOX WIN0gW Bono SCALE. 1 "-1'-0 D� m eampiyfng with the P1 • 9afdiagCarla �4•ioxi�oB • Attepteam No A� _ .......r *4 . or @ As APPLICABLE C/a I � .NOTED wi AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEOPLE #1 (SHEET 12). ADDITIONALLY, DAYUGHT OPENINGS 'a" AND "o", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYUG*HT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED, s max• • • • • • . • • A//6, •• . • .. • • . • •.• . "S"= Mox. ANCHOR SPACING (See schedule #; o n sheet, 12) • OOaS¢OB1, Velaolq• HiBTt�2ope) G... �� _` •�+p. AIIL�IMAE88AANT220 i v121L��qC � WW 78 ROpFC. u��aDCA',0a Z TLLT8Tm A, WWWW MP '. PH= (308 BSS -5103 (� ' A� . T F �� ,' . .. 12-M • •; DRAW= No IN1Y Z WAL,ENFIOA,pON? N y pg• • ow LIa. 4��' ' °p or mn • ao-sr'a of u Nax FFW 11 WH (sFE =AM= It ON SHFEr 121 �1 A/6 02 I • e^ Hrx. $M,SCHEAOIE 11 ON -SMI MI 12)'- BEE SCNEQULE BI ON S E/10 0 tz ower • s" NW4 ...w.• SEE DETAILS 1 & $ A/6 4 (TTP. HPAD/mp AND SCHEDULE #2, "S"= Max. ANCHOR SPACING ON SHEET 12 (See schedule #2 on sheet 12) . 19+ 20• (11/4 1 3/4"x1/4° HIGH WEEP HOLE AT +�• ® �{ yrs KO p� 3 1" no ENDS AND ONE AT MIO5PAN 11 I�r� l' 7�1 A 1 �,R�O 1111 EL EVATI01V F(5R1(0 iS{-6AWAt.?. = B,, �e ftcosxdwt�oxm:uw �. OR OX (SIMILAR) WI1�1�OtA��tat1$the1' " �, SCALE 1 "=1'-0 ""'IaaeeNo IQ'(QZi. ilkztt Plr"dm m BY ` Dade ' sy z O N aP*dad KWMADgCOM 0 _---�4COLONIIAL RHNS 0 (OPTIONAL) wtAND Iw2 MAY BE DIFFERENT -FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)wt + w2 DOES NOT. EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "0" AND CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. 25 or 26 As APPLICABLE i9ff S6H8aUlE �1 ON St1EET 12) •I "o" tz O.LOmu II aEE SCf1EpULE �f ON fiHE 12 .I • 28 I 29 00 OR 29 I OR 29 (SEE SCHEDULE ON SHEET 12) (SEE SCHEDULE II ON SHEET 12) • I II it II � g • I I II a I �Tur` +jai I • s" NW4 ...w.• SEE DETAILS 1 & $ A/6 4 (TTP. HPAD/mp AND SCHEDULE #2, "S"= Max. ANCHOR SPACING ON SHEET 12 (See schedule #2 on sheet 12) . 19+ 20• (11/4 1 3/4"x1/4° HIGH WEEP HOLE AT +�• ® �{ yrs KO p� 3 1" no ENDS AND ONE AT MIO5PAN 11 I�r� l' 7�1 A 1 �,R�O 1111 EL EVATI01V F(5R1(0 iS{-6AWAt.?. = B,, �e ftcosxdwt�oxm:uw �. OR OX (SIMILAR) WI1�1�OtA��tat1$the1' " �, SCALE 1 "=1'-0 ""'IaaeeNo IQ'(QZi. ilkztt Plr"dm m BY ` Dade ' sy z O N aP*dad KWMADgCOM 0 _---�4COLONIIAL RHNS 0 (OPTIONAL) wtAND Iw2 MAY BE DIFFERENT -FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)wt + w2 DOES NOT. EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "0" AND CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. 25 or 26 As APPLICABLE .I 00 • . • . • 0*0 00 ••• • ••• ••• • • • • • i • • • (hilptlVeladlYWtml�lfeXaas) •mu Ifia.. 1 �8H lIDRLZONTAMSLIDINO LJBtttEk8QdPAcr1sILBWACTWISTANT Aa yy It a d 0asD �t W b16. Yh.31' 7a wo 01/10/12 om �l3 SI03 12-008 °"'"�• p • • • • • DAA19iNQ N" AtTER A��i• ,E', f °'' • ter s Z to . r- 12 @z _2"x:•PT SEE NOTE 8/1 J.I �04 0 aouREn coxcRerEQR CONCRETE M= REQ'D .— E9. SEE 4 NOTE 8/1 _ • iEDULE �2 SEE SCHEDULE $2 ET 12, ' ON SHEET 12 r (SEE NOTE 9/1) E,D, IAtJQ •OADE COUNTY NOTE 9/1 (UNDO y.EpyEp Te NrPM) 1 •~ —• 1 1/8" IWNI6U LI WALL TFtlCWNE53 W ALU6UNU61 ALLOY 8083-T8 (10 ALA ■ : a N= 911 r F ,II I.� �<�Ijjt�� •T:. YY ISDI-SUL9 I ON SHI=r 12 ya �.Ia.. :IY- —5 00 A-653 w OR lain 16 I li ti ,fi r A 'e ' ' YI/�.a�/1 .: ✓LTJ t�%�� ,.�-•�� U � r . • rte• Q"''4�'•"R1'��i �/1.r .<...i '. 8 i • - SHEET 5 OF l4 u W-11- • SSSSS�iSS SSSSSS imsrtwii •9 as e0mplynQ�dB F1tdIdS. sou (SM li 'Dte'i (sem worE a/t) E p �- 1.0 , • SMON 8-6 �"' .�a � m a 7 \ ' ��J •xolx mttxo 5a 8• W I N 6. NO 0 t a a1 0w m . ; ?. ,C'' --AOR .0 ti�� , s-mv�tig �6a 7'4gaoon, • SG4Lt5 1/r.11 • • W,1Lt6R Te.IA• '. PF• l i O n u W-11- • SSSSS�iSS SSSSSS imsrtwii •9 as e0mplynQ�dB F1tdIdS. sou (SM li 'Dte'i (sem worE a/t) E p �- 1.0 , • SMON 8-6 �"' • • ep-.�•...•.• • ��.W„nul ¢�+toKan BgiTdibS Q Ne f- Qq • ' . `,� V`- = {�Io. 44• j A� a 7 \ ' ��J •xolx mttxo 5a 8• W I N 6. Tg6TQ10 Ot EN01NE£RIN WLP Y m .• i °. " -,mime 0 t a a1 0w m . ; ?. ,C'' --AOR .0 ti�� , s-mv�tig �6a 7'4gaoon, • SG4Lt5 1/r.11 • • W,1Lt6R Te.IA• '. PF• �S3•.�. A-600 A-063 12�QAGE (Oaoey 2B0 Wk81' 78 IiOpp 0{(10112 • X098-8105 � E �.�� •12-OQ6 . w cmmca ms ORAWO go rAW 7 UP 14 • . »SCHEDULE �2 . . PON SHEET 12. ,,... (SEE NOTE 0 /11 (SEE NOTE 9/1) 2`% P.T. (9EE14.2 /1) STEEL ot 9 HEt SWSR4LL CONFORM AS.T.M. A-609 A-633 OR A-39 W/ iz ME - 0 1 ONG E9.1967 M!t➢MLIM WALL CIWE99. I�, (SEE NOTE 9/1) U (SEE NOTE (9EE N=9/1) t V WAX. 0.40. EMAE At ON 'o MAX. O.L.O. '• $EE SCHEDULE #1 ON SNE We (SEE NOTE ON Sim OH (sm SCMOLE it 014 EXTERIOR ® SEE scHE= #2J ( I Y MAX. O.L.O. — I (9 ' luw w ON SHEET' M (sm sC4m= Qt on wim 12) "e WAX. O.LO. E SCHMULE #I ON SHEET W1t (SEE NOTE ON siffidal W2* (SEE NOTE ON MW • • • • • • SM SMMW ft ON 12 ego 0 ••• •.i •.1 ••• t 1 • (OR . ' '�E s44fEOTA.E'QI oN s1�EET 1z• • ego •.S . T N C-- X ••00 • • • • • • •• 111 • • • . • PRODWCrP . �Ati'.1 ,.•'• J�� o '� Y itmCT-MEWO as com$ lftft*$ as eomphing With tha MWMs • gaea m�Aio/¢!Q'LI.O$ tJo ¢ i�• No. ti.re Dace 20l�f • . •� v .. ren t Dorto e • : =��p • .. F( �•�� .; SEE SCHEDULE $2 cm NOTE 9/1) 2°X P.T. WOOSLICK (SEE DNOTE 8/1) (sm �, 9/1) MtN. 9B�NO,E 99 (SEE NOW 9/1) L/ ® SEE SCHEDULE J2"` ON SHEET 12. 91* (SEE NOTE ON SHM-4) I 9241 (SEB NOTE ON ! MAX. FRAME TM (SEE SOHEOULE $1 @.w,RI ✓ (BEB SOHEOULE S1 ON SF1EEf tk) � � � •+o (sEE SCHEDULE ji ON SHEET wl* (SEE NOTE ON SHEET 4)• • • : : • • • (8� NOTE ON SHEET • • • • • • :X, 61if,HNB WIOW SEE SCHEDULE it ON 5 • • • (� E�'Xv�'ERIOFt •SEESCHEDULE#I DN SFI=12 ••• •;• ••• •!gEQ`�''�I AN.j, D—D (X .. •,/2° o •• • • • . • . • • . 111 �A. aW otie WWSFA cab -_Rwftgcwe,tht)reFtorl@D `� r °` W N,. °02Ab Obi , * • `* $C—Op aT)tesule Pt'adnetC • • • • • • �-~:FSiPI�riH+V �•(SSEE 30HEWL8 $1 ON SHEEP t2) wl* (SEE NOPE ON •sn.: muco � I TES1'R,• $ RYD9,F�9D70 DDMt°aN.Y R8®t �/-18J0� ® -1031 WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE #2 1 ON SHEET 12. (SEE�NOM 9/1) ja• . FI014'9 (SEE NOTE 9/1) I .Vi „t' ata i POURED CONOREM OR CONCRETE BLOCK WALL REO'D. MM CADE COUNTY APPROVED MULLION (UNDER SWARATE APPRWAL) V° M@IU" WALL TKOKNESS MWUM ALLOY 8003—T8 n I II(SEENDTE 9/1) SEE SCHEDULE 02 ON Smw 12. ,It= NCTE 280 WESi••78 ROAD DOOM HIALIM14 FI. SSD14 • DAre PHH U (309) 550�s1�W 12"006 Tam . .4 GtpmWtl EIR ORA8810 NO , 1 SHEET 8 OP 14 '• 1• 1' x P.T. cSEE NO 8i,> ON #z SHMr 12. (SEE NOTE 9/1) .j•• ^� E.O. �, e� a;'in ;,'•• (sEE N0Te.9/f) temMra a 'EE N9TE'9 ) MT 9 I (SEE NOTE 9/1). ZSM09Ugt o° ktAY.. O.LO ) 8 r" ` •� .� a . rq' (SEE NOT$ t,/i) (sEE SOHEOULE I ON %W 12 °c° MA& Dd.O. ••;""'J.•, ,,•• EMU fit ON SHEET 12 • wti' (am Noce: ON SHEET 6) Wz (am NOTE 09 sNEU S) j : ! •'••• W% FRAME WMM (SEE IM ULE #1 ON SHEEP 12) 11M CONOREIE OR OT�R�r7t6 5�NAt�I. �JFakM OONGRE<6 M= WALE. RM'D.• rD as.r.M. a-soo a -sea OR a-76 N/ tz clacz� Ek'FiIbL� a.tos�•MwIMUM wwlt. MIAMI DAOE aouNry APPROVED MULLION (UNM SWMAM AP4*X) 1/8° MINIMUM WALL THCKNESS NW ALLOY 4087 -is (SM NOrE 9/1) I $ n �•'Tt I calf NOTE 9/t) . .•„"PJa. G;•.=' I �I ON sONEDULE oz ' ShIEET 12 (1tEE NATE 9/t) II — I I� (sEE Nom 9/1) .. 1 Ells DMENr ®OWN, s1tEE1' 12t2. �z °a° MAX. Pd.O. - • NOTe 9 1 (SEE 9QFfEDULE #t ON tOiEET iz) 'a° MAX. 5EE 5C1 ULE 1 ON SPIFFY 12 • WI* (SEE WE Q402* sEE. NATE ON sm s) • • I • • • • • • i!MMAME 1 #t ON MW $2) • • ••• i •• ••• ••i ••• 10 *SEE =MUM 81 ON sNM7 U E-.- (OX( 1 ••• • • • • • '••-�^t�.•i° Illt/I/Q� l((I FIARIDABULDINfl00036-090aboByHuMoaneZol•) • • � � • •FTtOtyJGCTcCVl�tiy • ��,� C s ®latz ALTE00 Ina. SBRIES 8000 HIGH IMAA W MOKMI.BLOINGWIPIDOW ' ,s03901CP ��p)y y • ; F•'•.,' ":• -.. LARGE CA3 OSIMPACTRE618TARr a„ay. ao. ' m msplxi'l6wuPc t6a 4 aw o �i-lOil.08p As c \ ;' I L P'> (Pia..' S- =14 of/tWztz G [LOU Floe ! • • : s y Tam tTaTrlt al 8, oOHPgNY PHMM C.�e 6fi9-el0a • • Fax ( ss9 s9es 92-= i Ba/ Dkd Pft'QOCD • i • = �••�••• OQ:•'••��1° m—T UTi 9 't xn, ao mz .mow amx� me MWw No . •. • •• 1 � LIn. 441�7P� , an w+m a • • • • � • • ,�SCENlY1Y • • ��_ ..,1 . '. SH681' iQ at; to 0 *SM I •. I —WOOD BUCK 10/12 OATS 12-066 DRAM Na ULE #2 (,SEE NOTE 6(1) ON 1SEE MEET SHEET 12.1 1 mu ow+u a a 2; f: i i eg=g (SEEN 4/1) {y. fn.s2 ..4 (SEE NOTE 8/0 . <a0.av• SHEET t2 �r SHEEP' 6) URLD CONCRETE OR CONCRETE BLOCK WALL ROWD. I �!diAMI DOE COUNTY NO MAX, SLfM 1/8' M MUM WALL THICKNESS ALUMMR1 M ALLOY 6063–T6 s I I (SMM NOtE • SEE SCHEDULE a2 ON SHEET 12 I y� r 7.IL. f �� t r�1i:I3'il• I • • • •,flY. liYAStRifflA•D'f (ge �ED1%LE �1 *SEE 1KIHEDULE #1 ON SHEEP 12 Ec 1 N$ _ —I weft • • •.r vvnam n6ae g$• . aecepseemNo 'pee '� 1� th' • •- T)xda �+• 0 • fiwOZ9QOw, NOTE ON SHEET' D) FLORIDAbU1LOM 0008 (mwhllelo*HwdoAmz* e) 0 MIS TU.T=-4u ey r ECOm-c. I •. I —WOOD BUCK 10/12 OATS 12-066 DRAM Na ULE #2 (,SEE NOTE 6(1) ON 1SEE MEET SHEET 12.1 1 mu ow+u a a 2; f: i i eg=g (SEEN 4/1) {y. fn.s2 ..4 (SEE NOTE 8/0 . <a0.av• SHEET t2 .� I«r•¢ SHEEP' 6) URLD CONCRETE OR CONCRETE BLOCK WALL ROWD. I �!diAMI DOE COUNTY APPROVED MULWN (UNDER SEPARATE APPROVAL) MAX, SLfM 1/8' M MUM WALL THICKNESS ALUMMR1 M ALLOY 6063–T6 s I I (SMM NOtE • SEE SCHEDULE a2 ON SHEET 12 I NOTE ON SHEET' D) FLORIDAbU1LOM 0008 (mwhllelo*HwdoAmz* e) 0 MIS TU.T=-4u ey r ECOm-c. MMS IM MON WAOT HORIZONTAL 8LI01NOW=W LAROB td1881LE IAMACT R12818T'ANT . Na.at :o. H1 EF.T6S14 t 1f5e—Bfas „ 3aD 6se-eee6 .so. ae ms�ev •mae acr. e• tawoee• wa 10/12 OATS 12-066 DRAM Na T1wT Th$TINa h Rb11WE wu -tom t8 -0W8719 T}EQft� pp T8� J �FlDia<1A LM. 411 �7P� 1 mu ow+u a a SH6EI 1f aF f4 i i t 0 W11NC'/ I KITA1 qt i1 7tmn 6fi imt)1 IVV `+.rwimm O OR O WWDOW OAS@# Mp)6 A 8J), DESIGN PRRSSURE WING MAXIMUM WATt�RPRf~SSURE MAXIMUM FRAMEWIDTH • XO)1)7MNDOW MAXF 0) D.LO. H a MAR OPERABLE (X) ORFDO (0) D.LO.HEIGt#T a66Tm R30 GLASS I +100,•180pa GASES MAKAS.D. DESIGN MAXIMUM PRESSURE WATERPRESSURE RATING MAXIMUM MAXIMUM FRAMEWIDTH FRAMEHEIGHT fi QPERABLB ()() NfA}(. FDIBD T) MA)L OPERABLE (X) VVfId00WWfDTH' WINDOWWIDfH D.LO.WIDTH wl tint, na° MAX D.LO. ° (0) IFI MAX.OPERABLE (Bj OR FXEA (0) D.LO.HEtf3Hi IV RE4 D GLASS TYPE I +100, 430 ps?, +16 psf. 111 98° 63114° 371196° 37° 33112°, 33 741/4° 56114° 290 II +100,-130pst +1'6PO. 111 18" 63114° 261116" 65° 24 UP 8 298 561!4°. • 288 III +90,-100pat +13,6pat 111118° 741/4° 371116° 37° 331/x' 33 67114° 20A IV +90,-100 pat 4434pa • 11118d 74114° 261116° 85° 243144 8 67114° 29A v 4100,•180 p8f +15 psf. 96114° 63114° 321W 32° 283!8° 26 561140 298 O OR O WWDOW OAS@# Mp)6 A 8J), DESIGN PRRSSURE WING MAXIMUM WATt�RPRf~SSURE MAXIMUM FRAMEWIDTH MAXIMUM MAX, OPERABLE MA)GFU(EDtO} MAXOPERdBiE(X} FRAMBHIQtHT WINDOWWIgTH WtNDOMtWIDfH • D.LA.WIDTH o8n MAXF 0) D.LO. H a MAR OPERABLE (X) ORFDO (0) D.LO.HEIGt#T a66Tm R30 GLASS I +100,•180pa +18pst. 74114 86114° 3710 37118" 338116° 0° 49114° 296 IT +100, 130psI +15pdE 741W 83.1/1° 3718° 37 IAV 339118° 0 1/2° O.C. 89.114 298 In 40'.100k.1 90,•100 pat +13,8 ps& 741/4° 74114 3719P 37116° 33 9118° 6° Its". 67114 29A Iv M00, •180 psf +18 p 80114° 801/4 3018° 30 18° 26 8116° • SEE OWAL 2 (6 *WRS) 63114° 298 MAXIMUM, ANCHOR SPACING "S'rHSCHgDULE 2 MEETTNOELF.— .1STRATE ANOEtOR TYPEESION�pR$RE HlZA6l9lW.JAMBANHOMNE`NSTINn34' SUteGAWC S • tb� A.S.D. • .I AT CONCRETE OR 8L001( tSfiE /DIE 9h$BB/Q 7 44°p nj?LM Esc til 00 or I= - 9' O.C. 9° O.C. SEE DETAIL 2 (8 ANCHORS) b 80 up to 100 7 t/4° as ' 7 1 4 as / ` SEE OhTNL z (8 ANCHORS) s 100 up to 130• 8 1/2° O.C. 5 1/2° D.C. SEE WAR. 2 (6 ANCHORS) p 130* up to 190 4 3 4° aO. 4 4° O.C. DETAIL 2 8 ANCHOR METAL /I) 1/4cd-14 BUpD£X 80 or lean 8° as 9° O.C. SEE DETAIL 1 (4 ANCHORS) • 9° . • r 80 up W 100 9im • 2:6 0ftP s 100 up to 130 —TI-12-O.C. 7.1/Z" • 2 �9 1MG10R9) 1-130 up to 150 6 5 8°•66 /8° O• • AR 2 8 l�1GH WOOD (SE2 tb1E W/i) 1/4'0-14 �B=EX TRK°SCREW 80 or leas 91 Oz. 9° 0.a SEE DETAIL 1-(4 ANCH0R8) v 80 up tq 100 9° OC, 9° D.C. SEE Dag 2 (6 ANCHORS) ► 100 up to 130 7° OQ. • • O.C. • SEE OWAL 2 (6 *WRS) ► 130 up to 190 • 6° a& i° O.a • 9EE D L 2 8 • • • • • • tb� asacrsaTaEtieT • .I ss, as e§u�plpingWt6h bus Ft1•?�. AS APPLICAME A.tccplsOo. 6 ANCHOR$ E Bon Date 1 : ' 18(BO HGH WACTHORC WALSIJ0M WINDO $q tm e Pt'odoet • • • • i ppgp 2V�AI.FAI•I,�Fl�. Ot/f0 12 AS APPLICABLE HE6Q & S 4 ANCHORS g• ,,tititit�Q�.;�\C • •F;�d,Q ma •zmamreeo as • ? ��Ilc�coissc. ti� •_Tum TWWQ • 500559 MEETING STILE 6° 3° 4° O . 3n 3u • .I I 5•oR� AS APPLICAME XT HEAD ILL 6 ANCHOR$ FLORIQABUd D9�idCODBA99hvalaaltytfimioen .Zon) 18(BO HGH WACTHORC WALSIJ0M WINDO aAa LARG8FAe=IMPACT RB8I6TANT ita�r ppgp 2V�AI.FAI•I,�Fl�. Ot/f0 12 53014 PHONE! ( 868.8105 'OA1'k FNO (306 WO -0006 12-00.8 I,� tt D2AWW0 No .r en, w � °. mrapvw au W= 12 Or t6 I, +j (2) SE/ W� 27 5 NOM (7YP.) 15 (2) #8 x z' P.H S1tAs 27 SEALED W/ CONT. ALL AROUND/ 15 (2) SEALED W/ P.H. , t 27 HMt„ I CONT. M) , I ALL AROUND I ' 5 t I 27 I jam, (M-) /. Ow ' 27 I ' CONT_ ' ALL AROUND 41 000 'Ile. 27 . (3) #8 x 1" P. •9Ml9• i • • 1. CONT: / i*+-) SEALED W/ •.• • • • • • • • • ALL AROUND/" /� • • • • • • ••••• • • ••••• 27 ••.••. ••• •• ••i••00 *0• of t / CONT. ALL'AROUND :90:9: •. 0 0 0 •s•••• •••, •• NOrcH /' I I • • • •• •0*00 • CORNER CONNECTION AT HEAVSI•LL. & -FIXED !E�ASH SCALE: 1/0= l' q°No �• zr tt�not tq g (2) #a x 3 1/z P sMs SFALED W/ 2 DcdelMadai9 /OO/j�ol` �p�g�,�r�py(Zmg) PRODUCCREMED .,r .;,��.a»»� !/ ;s �mrs�tcmtxc fJQtfi€6QS IAH'RCFI SIS'R/@Ff G ? a MMAYIngwaLtbamdda F int •;� — �.� OT/10/12 A & -020 A�7 ILF.0 0 g�dt. moi, a�33Ma Etto G . • �y. ._ v 'nitlf' 7Yi5IDm >k ENGB�iG ODILAANY Mg -9869 12-006 eco . STAID OF: �;>° � �,�,„, n9nttwo K- ,,,, WN7FR A 7flt]T .b•�£ NBA4dFDADEtxtUMTY • �\\\ FLN80a ua. aat ^W+n-01t °'!1p tO>M to OF 74 �'•'�avINNIN=t t'4 . 15 (2) SEALED W/ 5 � 1 (2) s W/x sMs i 7 • HtRi91 AL, AROUND � ' I CDNT. ALL AROUND ' • I i AL • � I I 1 . t I l' t 27 CONT. ' I , ALL AROUND ' • 2.7 t I CONT. [ ALL AROUND 7 ' • I � 1 1 (2) #a x 1' P:H -s SEALED W/ 27 CORNER CONNECTION •AT.- `Qrq - `ENT aY rr�aieui..>„� SCALE 1/2"= 1" mma a9 0,11 TIwTJ� PBODUCTR,HVISfip `�� Q •�,. \C3 '• •' • Omrt � � SER �� Y�Sv+ithtSeF�tida �-� Detfl�� r�r'j.O� i / -� '-tr�.r .'` �w�t' ��maa • >:H�Ho ao�ntbr -e�oRmae�m�Norxme.�nvrrz�� • �48�L4GTI�T�IZONCAL8}]DMOVIalAID01N FNS Sfl-E @US�98; t' R�SF�f P u, �� 290 WEST 78 ROAD t9maiR. F. 3=1 PHONE: 598-8103 GT(10/12 DA[z 12-006 DRAW@20 Ho a� axae » Dios Sttm' is av' .., .. . • 000000 .0 ; 00.00• •0000• •.•:• .• ..8.6 •06.0•• •s; . • 60.00 •• .. •0' • •000.• ..••:• • • sEaLEo tN/ :00 • - . •• . • •• • . • • •I • • -e�oRmae�m�Norxme.�nvrrz�� • �48�L4GTI�T�IZONCAL8}]DMOVIalAID01N FNS Sfl-E @US�98; t' R�SF�f P u, �� 290 WEST 78 ROAD t9maiR. F. 3=1 PHONE: 598-8103 GT(10/12 DA[z 12-006 DRAW@20 Ho a� axae » Dios Sttm' is av' t 4 S 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. INSPECTION: 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above The submitted documentation -was reviewed by Ishaq I. Chanda, P.E. NOA No. 13-0219.07 Iff MIAMI.9ADECI9UIdiY Expiration Date: July 04, 2018 Approval Date: July 04, 2013 �� Page 1 MIAMI- O r �� ' �Vl l v2� ' J �� , J , J 1 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTI1tENT Or, REGULATORY AND ECON0511C RESOURCES (ITER) Miami, Florida 33115-2474 BOARD AND CODE ADXWISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �,v.miamlcTade,go�/eca�imnv - _ Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 SCOPE.- COPE:This ThisNOA is being issued raider the applicable toles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miatni-Dade County RER Product Control Section to be used in Miami Dade County and other areas where 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 _Sedtion(ln Mi -a Dade Coonty) ttrttV6r the AHJCt-"reas-othar than Miami Dade County) iesetve-the right -to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mamher, the manufacturer jvill 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series'1110011 Aluminum Out swing Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W13-03, Rev A, titled "Series 100 Alum Swing Door w/ Sidelites", rt..1tact Aged nn nJX 95 _t_.-..s...m_ d r - ..^1S. -^ 2013, signed and sealed by Javad Ahmad, P.E., 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: ... 1. See DP tables for X or XX in sheet 1 Door w/ sidelites (w/wo reinforcement) in sheet 31. Sep Single'�isliDto sees** (standalone) DP capacity in sheet 3. • • • . . .' 2. See allowable mulled configuration in sheet 3.1 not to exceed (5) panels w/ max two maRel sidelitel""' ....;. 3. Max door leaf width mulled with sidelites vh sheet 3.1., shall not exceed = 36-7/8". See Redoepanel 4 -point locking or active panel dead lock w/ manual bolts option in sheet 4. ."". ;'. •. •.•..• • 4. Glass lites wider than 36" shalt have two setting blocks per FBC requirements. ' ' • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or loggc?tji.„;tateaft ,** and following statement: "Miami -Dade County Product Control Approved", noted herein, • • . . . • RENEWAL of this NOA shall be considered after a renewal application has been filed an$ therd has bg�4 4*. 0600:0 change in the applicable building code negatively affecting the performance of this product., � • � � ' :0606: � • � • TERMINATION of this NOA will occur after the expiration (late or if there has been a revision or chtgWin,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. INSPECTION: 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above The submitted documentation -was reviewed by Ishaq I. Chanda, P.E. NOA No. 13-0219.07 Iff MIAMI.9ADECI9UIdiY Expiration Date: July 04, 2018 Approval Date: July 04, 2013 �� Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W13-03, Rev A, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01-30-13 and last revised on JUN 25, 2013, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per' FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,-per�C, TAS 20-2-94- -- ---_---- 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086 (FTL-12087), signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/11/13, 05/20/13 and last revised on JUN G. OTHER 1. Test proposal, dated 08/21/12 approved by Jaime D. Gascon, P.E. Ahaq I. Chanda, P.E. Product Control Examiner NOA No. 13-0219.07 Expiration Date: July 04, 2018 Approval Date: July 04, 2013 , s1gneU and sealed y Ja–v—ad MffTiad, F.E. .2. Glazing complies -%v/ ASTRE-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resourced (P4R). • .... ...... E. MATERIAL CERTIFICATIONS "':" ' • • • • • . 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De ==urs & �Co , Jnc. "DuPont '..' ; • • • • for their Sentry GIass ® interlayer", expiring on 01/14AI7 ..... 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont Desprs &•Cel,91jic. • •: • •' for their "DuPont Butacite 0 PVB interlayer", expiring on 12" 1116. 6699 • • • • • • 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemj a Zjmpa4y, (Former Solutia Inc.) for "Saflex color & clear interlayer", expiring on 05/21 /16. :"• • • • • F. STATEMENTS ' 1. Statement letter of conformance and letter of no financial interest, prepared by Al-Farooq Corporation, dated 01/25/13, signed and sealed by Javgd Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 08/21/12 approved by Jaime D. Gascon, P.E. Ahaq I. Chanda, P.E. Product Control Examiner NOA No. 13-0219.07 Expiration Date: July 04, 2018 Approval Date: July 04, 2013 TYPICAL. FLEVATLON ( X ) TAPIR I j 78" MAR. �t� V g DOOR FRAME WIDTH (4) ANCHORS TM ` AT STILES END 4" MAX 3" 8. 3' '1 HEAD SRL CORNERS SURFACE APPLIED 5 1 FALSE NTINS MAY BEMUSED i Norma rm Owing9Pt71aBwImMt 0 4 a 8 b) gg i 11 ODD a tL /LOCK OPTION - !'ii t4niI1N �. eel x roc SEE SHEET 4 ====t=== GY� S DOORS/SIDELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM FRENCH DOOR SY/ SIDELITES p APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ACTIVE, '% LF�1(aACraE WITH OR WITHOUT SIDELITES. a: SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR, fiii 1 SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES $ n ON SHEET 1. B ` t SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. g z 2B• H SEE TABLE 4 FOR SIDEUTE AND SIDEUfE MULLION CAPACITY ON _ _ SHEET 4. D,L OPD. THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULUON g �o 38 7/8' AT STILE ANCH0 CAPACITY TABLE WILL AP�L.Y TO ENTIRE SYSTEM. LEAF flIDTH AT 3" O.C. c--- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TYPICAL NATION REOUIREIfNTS OF THE CU FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ( ) HURRICANE ZONE (HVHZ). 1 BY DOOR OPTIONS TRANSFERLOADSOADS TO THE STRUCTURRE ANCHORED PROPERLY TO TABLE 21 ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON OETAH S. ANCHORS DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF EMBEDMENT TO BASE MATERIA. SHALL BE BEYOND WALL DRESSING OR STUCCO. SINGLE DOORS (X) DOUBLE (M ANCHORING OR LOADINGi CONDITIONS NOT SHOWN IN THESE DETAILS DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED OL SS ARE NOT PART OF THIS APPROVAL MADE WIDTH H EM.(+) rNr,(-) E WIDTH Ham. ERT4.) INT ) A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO MOOD ONLY. 39-5/e" 38-7/e' 98' 1 BS.OBD.D • • 00* • • e' 39-7 8' 98` 65.0 A MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO 4 0 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS NOTE:• • • f • • • : : OF CURRENT FLORIDA BiDC.'CODE SECTION 2003.8.4. ° s COMPLIANCE WITH EGRESS RE84REMEN409Ej Vt4 B=. f • BLDG. OFFICIAL PER FBC, AS APPLICABLES • • • f • • • i n ? NOTE: •• ••• •• • • • •• ,Mr!A%.--v i (: FLUSH BOLTS AND L`OA MUST BE n M ENGAGED TO HEAD AND SILL DURING FIA PE i 70592 $ PERIODS OF HURRICANE WARNING. �Att 3338 • • • • • • • f • "OR 4 IAF' HEIGHT - FRAM HEIGHT - 2.250- 4�1201 NOTE: •••••"OFWLeW WIDTH (X DOO FRAME WIDTH - 2.750" GLASS CAPACITIES ON THIS SHEET ARE • f f•GUCOFP��H � DOC ) _ (FRAME WIDTH - 2.250')/2BASED ON ASTM E1300-04 (3 SEC. GUSTS) •9: sf•• f f f f ! H TH (X DOORS) FRAME HEI 12.2W tt.e25-a W13-03 AND FLORIDA BUILDING COMMISSIONDECLARATORY STATEMENT OCA05-DEC-219 D.L.O. WIDTH (XX DOORS) - FRAME WIDTH - 20'/2 sheet 1 0(10 , 2 AT4STILES END 201 1/a' z 41 3/4' 76' 41 3/4 41 3/4' SIDEUTE VADTH DOOR FRAME WIDTH SIOEUTE WIDTH SIDELITE WIDTH (4) ANCHORS F AT MULLION ENDS a 6' 3, 3' F' I pg a 0'c 11 /-u.- • � � ^�yl - -==•�r== Lib z m / �I // / /• 1 = \ -==J--- z II '� 8 >; 2 I ACTNE 'INzACTIVE G _ B G, �� _ 11' wpDrorede eeNptytngwuh1w HEAD mdaBaldle C m MOAN 2 38 5/8' 28' 38 1/4' 38 D.L.1/2' ' M41rIDadtP ey t� O.L OPC. A)ANCHORS T STILE END D.OPO. D.L.OPG. D.L OPG. I Dy [S AT 3' O.C. SItRFACE APPLIED 1 2 (4) ANCHORS FALSE HUMINS Via -PROFILE SIDEUTE J ° AT MULLION ENDS MAY BE USED LOW FILE SIOELTTE TOP & BOTTOM FRAM TOP • BOTTOM FRAME TYPICAL ELEVATION ( oxxoo ) 11.1 (SEE INSTRONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) 1. NOTES, UCTIDOORS ARE MEWED i FROM OUTSIDE. 2. FRENCH DOORS VAT HOUT INSECT SCREENS. SIIIELITE ®P�IGIN9 • • • • � < • •• • • • • ••• • •• ••• •• • • • •• Cony�L AD MAD I R GLASS D.L.O. DIMS. FLA. PE l 70662 S • • • • • • • D L0. HEIGHT (HIGH PROFILE ELffE) - FRAME HEIGHT - 14.375' CAN 3638 • • • • • '-L0. (OR PROFILE SILITE) = FRAME WIDTH - 4.50' • • • • • D L0. WIH (�DE�1E) = WIDTH - 4.875' • • • • • • • D.L,E. HEIGHT OOR) =FRAM HEIGHT - 12.250' 4ij b.LO. va (��AbRS)o E WIDTH - 11.625'2013 W1 3-03 D.LO. VAPH ()I DOORS) - ( E WIDTH - 20')/2 811eet 2 o t o I i DESIGN LOAD CAPACITY — PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES STATIONARY PANEL (0) EXT.(+) W.(—) 41 3/4 42 45 48 82 1/2 88.0 80.0 64.6 79.5 60.3 742 3&5 69.6 41 3/4 42 45 48 84 8&O 80.0 64.6 79.5 60.3 74.2 58.8 69.6 41 3/4 42 4S 90 85.0 80.0 84.8 79.5 SIM 742 41 3/4 42 3/4 98 65.0 80.0 84.8 79.5 41 3/4 42 3/4 '28 85.0 80.0 63.5 78.1 a 9 H �v z a 01 Iv a � °4i" 3� (ZZJ y Milo y �o z Fw �W O OR ills$� DR a9"MM wlfAthc DAte h11ae11bAdeProdnct .oatml`` RIGH PROFILE =ELITE FRAME 4410TH TYP)CAL ELEVATIONS • •• • • • • ••• • . ••• • ••• ••• . •ge a • • • • • • • ••• • • • • • . ..... . .. . . .. .. . • . •• .. .... . . .... . ' G• 11° MAX. s� .18 1/4' .L OPO. LOW PIOFILE SIDELITE �v z a 01 a � °4i" 3� (ZZJ y Milo y z Fw � OR ills$� DR a9"MM wlfAthc DAte h11ae11bAdeProdnct .oatml`` r CAPACITIES ON THIS SKEET ARE ON ASTM E1300-04'(3 SEC. GUSTS). m < A AHDAD �} j�7os9a s ' droving no. W13-03 5 2013 sheet -3of 10 TABLE 4 ,I REINFORCING a Z a • IDEUTE SIDELITE dA%. SIDELITE TMX. SMELRE SIDELITE MAX. SIDELITE MAX. WIDTH V mDTH I ule Ff 00RME n. YeDTH FRAME W. WIDTH IMMTH FRAME Yl. FRAMER W. MULLION/SIDELITE DESIGN LOAD CAPACITY - PSF FROM WIDTH SIDELITE FRAME HEIGHT INCHES . DOOR F WIDTH WIDTH INCHES WIDTH SWDTH INCHES SIDELITE TO SIDELITE SDOELITE TO DOOR fS/O REINF, wrrH BEINF. 14/0 REINF. mm REINF. W.(+) INT.(-) I EXT.(+) INT.(-) EXT.(+) W.(-) EXT.(+) INT.(-) 82 1/2 39 5/8" (X) 76' ( 24 30 36 41-3/4 42 45 48 BSA 80.0 6&0- 80.0 65.0 80.0 BSA BOA 65.0 80.0 85.0 80.0 65.0 80.0 65.0 80.0 6&0 80.0 65.0 80.0 95.0 80.0 650 80.0 85.0 80.0 85.0 BOA 85.0 SOA 65.0 410.0 64.6 795 64.6 795 64.8 795 64.6 795 80.3 74.2 60.3 74.2 60.3 74.2 60.3 74.2 565 89.6 585 69.8 3&5 69.6 565 69.8 84 39 5/8' (X} 76; 24 30 36 41-3/4 42 45 46 BSO 1 80.0 1 65.0 60.0 65.0 80.0 65.0 80.0 8&0 1 80.0 BSO 80.0 65.0 80.0 65.0 =0 65.0 80.0 68.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 85.0 80.0 MO 80.0 85.0 80.0 64.6 795 64.6 795 84.6 795 84.6 795 80.3 74.2 fi0J 74.2 60.3 74.2 - 60.3 74.2 565 69.6 58.5 69.6 56.5 69.6 565 69.6 90 39 5/8" (X) 76-()W 24 30 36 41-3/4 42 45 854 80.0 85.0 80.0 65.0 80.0 85.0 410.0 65.0 80.0 55.0 5OA 65.0 $0.0 65.0 80.0 85.0 78.1 85.0 80.0 85.0 80.0 65.0 410.0 65.0 69.0 65.0 80.0 65.0 795 65.0 410.0 64.6 68.6 64.6 795 64.6 78.8 64.8 795 80.3 64.9 80.3 742 603 742 BOJ 74.2 96 39 5/8" (X) 78, (XX) 24 30 41-3/4 41-3/4 42 65.0 304 BSO BOA 55.0 80.0 85.0 80.0 65.0 75.3 65.0 80.0 65.0 74.0 6&O 80.0 63.8 835 85.0 80.0 65.0 085 85.0 BOA 56.2S82 85.0 79.7 8S0 84.7 BS.O 80.0 SS.9 55.9 84.8 79J 84.8 845 64.6 785 88 39 S/B' (X) 76" (XX) 24 30 36 41-3/4 65.0 60.0 BSO 80.0 65.0 755 65.0 80.0 65.0 70.6 LIE 410.0 65.0 885 654 BOA 59.9 59.9 85.0 80.0 64.8 64.6 65.0 50.0 52.8 52.8 BSO 74.7 60.7 80.7 85.0 80.0 ,I REINFORCING a Z a • IDEUTE SIDELITE dA%. SIDELITE TMX. SMELRE SIDELITE MAX. SIDELITE MAX. WIDTH V mDTH I ule Ff 00RME n. YeDTH FRAME W. WIDTH IMMTH FRAME Yl. FRAMER W. Q a� V t O Q 0.Q0 (XG) ( XO) tXoo) (XOX) OX ( 00X ) SIDELITE 76' MAX. SI 76" MAX. SIDELITE SIDELITE SIDELITE 76• MAX. WIDTH DOOR FRAME W. I DOOR FRAME W. I WIDTH YSOTH WIDTH DOOR FRAME W. -411110 1 1. SELECT SINGLE OR DOUBLE DOORS CAPACMf FROM WIDTH TABLES I OR 2 ON SHEET I. • • 2. SELECT SIDELITE AND SIDELITE MULLION CAP FROM TABLE 4. 3 3. LOWER VALUES FROM STEPS I OR 2 WILL A F PLY GGG H J i/ 4. SELECT LOCK OPTION AND CORRESPONDING a / \ J REAFO H • • • • • • J j / , C \ , K \ J • •f • J ••• \ J K H ••• \ J • i I Q a� V t O Q 0.Q0 (XG) ( XO) tXoo) (XOX) OX ( 00X ) SIDELITE 76' MAX. SI 76" MAX. SIDELITE SIDELITE SIDELITE 76• MAX. WIDTH DOOR FRAME W. I DOOR FRAME W. I WIDTH YSOTH WIDTH DOOR FRAME W. -411110 1 ( XXO ) INSTRUCTIONS: USE CHARTS AS FOLLOWS 1. SELECT SINGLE OR DOUBLE DOORS CAPACMf FROM WIDTH TABLES I OR 2 ON SHEET I. • • 2. SELECT SIDELITE AND SIDELITE MULLION CAP FROM TABLE 4. 3 3. LOWER VALUES FROM STEPS I OR 2 WILL A F PLY GGG H J i/ 4. SELECT LOCK OPTION AND CORRESPONDING a / \ J REAFO H • • • • • • J j / , C \ , K • •f • ••• • • • ••• • • i t\ / \ / \ / ( XXO ) INSTRUCTIONS: USE CHARTS AS FOLLOWS SIDELITE TO SIDELITE WITH DOORS • • • • • 39 5/ • • • •_ryOpJTpWIDTI*�i • 78' • • • • DOOR FR SIDELITE TO DOOR 1. SELECT SINGLE OR DOUBLE DOORS CAPACMf FROM WIDTH TABLES I OR 2 ON SHEET I. • • 2. SELECT SIDELITE AND SIDELITE MULLION CAP FROM TABLE 4. 3 3. LOWER VALUES FROM STEPS I OR 2 WILL A F PLY GGG TO ENTIRE SYSTEM. 4. SELECT LOCK OPTION AND CORRESPONDING MAX. DESIGN LOAD FROM SHEET 4. REAFO • • • • • • • • • •• • • • � • ®• J • O K • •f • SIDELITE TO SIDELITE WITH DOORS • • • • • 39 5/ • • • •_ryOpJTpWIDTI*�i • 78' • • • • DOOR FR SIDELITE TO DOOR W to ( OXXO j SIDEUTE MULLION ANCHOR ( xxoOsnLE END OXX) ` \ANCHOR 0p: ~ SEE SHEET 2 SEE SHEET 1 U fi 1 SIDELITE 76' MAX. SIDELITE SIDELITE g j Z H • IL i,l nDa�L�dKsa,nprydagMtw F1wid11BnI 16g .ode ) DAQe T' I 0' O) MAX. 5 PANELS Na" ,�� 8B9e1113iIT1e P' B c ro NOTE: c nr rs� ALL k�t�- cLAss CAPACITIES ON THIS SHEET ARE / BASED ON ASTM EIMO-04 (3 SEC. GUSTS) g AN FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC•-219 n JAVAD AHMAO 1 CNpn- >� RA. PE # 70592 0 ' drowing no. JU 2013 W13 03 SnDTF1 DOOR FRAME W. WIDTH WIDTH ••• • • i i 3 Z M O W GGG � O W to ( OXXO j SIDEUTE MULLION ANCHOR ( xxoOsnLE END OXX) ` \ANCHOR 0p: ~ SEE SHEET 2 SEE SHEET 1 U fi 1 SIDELITE 76' MAX. SIDELITE SIDELITE g j Z H • IL i,l nDa�L�dKsa,nprydagMtw F1wid11BnI 16g .ode ) DAQe T' I 0' O) MAX. 5 PANELS Na" ,�� 8B9e1113iIT1e P' B c ro NOTE: c nr rs� ALL k�t�- cLAss CAPACITIES ON THIS SHEET ARE / BASED ON ASTM EIMO-04 (3 SEC. GUSTS) g AN FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC•-219 n JAVAD AHMAO 1 CNpn- >� RA. PE # 70592 0 ' drowing no. JU 2013 W13 03 SnDTF1 DOOR FRAME W. WIDTH WIDTH ••• • • i i K ••• • • • ••• • • • • ••• • • i i ••• • • • ••• • • i LOCK OPTIONS: ACTIVE LEAF: SURFACE MOUNT DEAD SOLT LOCK AT 44-3/4- FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF• LOCK STILE WITH • {2) #10,32 X r OH MS 2 88-32 X 1/2- FH MS LEVER TYPE METALLIC HANDLE AT 38-3/4' FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2)8-32 X 1-1/4' PH MS. AND (2) J8-32 X 1/2- FH MS CONCEALED FLUSH BOLTS BY 'RECENT" MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 1.1-1/2' AND 87-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH JO -32 X 1/2' FH MS (2) SCREWS PER BOLT INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 11-1/2' AND 87-1/Y FROM BOTTOM FASTENED TO LOCK STILE. WITH #8-32 X 1/2' FH MS (2) PER BOLT 39 8/8' 76' o°g ACTIVE NI ACDVE ' WACRVE 0 ACTIVE LEAF: 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 38 -3/4 - FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR HANDLE FASTENED TO LOCK STILE WITH (2B-32 X 2' ON MS LOCK FASTENED TO LOCK STILE WITH (2) 112-24 X 1/4' FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF STILE LOCATED AT 11-1/2- AND 87-1/2' FROM BOTTOM FASTENED TO LOCK STILE WITH 88-32 X 1/2- FH TO MS (2) SCREWS PER SOLT 3 78° � 9 S/8'� if 3-1/2' PART b 3 HING AT S' (SPACI! HINGES (S) SC (6) SC. 3/16- HEAT STREND MASS 3/16- HEAT STREWD GLASS 3/1V HEAT STREND GLASS 490 INTERLAYER 090 INTERLAYER .090 WTERIAYER SAFLEX PV8 BY 'SOLUTw' I SENTRYGI/S BY 'OUPONY 1 3/16" HEAT STREN'D CLASS 3/18' HEAT STREN'D CLASS 1 SWCONE I SILICONE SILICONE BE 280..++0 GE 2800 GE 2800' � �11NOE0 ACTIVE I — ACM 1I Iwcm 3-1/2' PART b 3 HING AT S' (SPACI! HINGES (S) SC (6) SC. -5/8' X .122' THK. EXTRUDED ALUM HINGE 07 BY SULLIVAN & ASS= M LEAF TOP AND 80TTOM AND AT MIDSPAN R TO EXCEED 40' O.C.) ENED YOH #10 X 1- FH SMS AT HINGE STLLE AT FRAME JAMB DETAIL AT SIDELITE p Fth11t<�D1UdH16uaw •gMHa roo A1tem1 Aodact J t Sr��J�L�iN�i � • G4Ny.- M SAD � F 61,aeg• s , drawing tro. 2013 W13-03 3/16- HEAT STREND MASS 3/16- HEAT STREWD GLASS 3/1V HEAT STREND GLASS 490 INTERLAYER 090 INTERLAYER .090 WTERIAYER SAFLEX PV8 BY 'SOLUTw' 9UTAOITE m BY 'DUPONT' SENTRYGI/S BY 'OUPONY 3/16" HEAT STREN'D CLASS 3/18' HEAT STREN'D CLASS 3/18' HEAT STREN'D GLASS SWCONE SILICONE SILICONE BE 280..++0 GE 2800 GE 2800' � �11NOE0 GEE aLu� • • � $ 8 • • • • : • L5 18 19 • • • • 19 • • • • 'G•?S • i GLASS•TYPE 'off' GLASS TYPE 'G1' GLASS TYPE i• GLAZING OPTIONS ••• • • .• • ••• • • • •• •• • • •• •• ••• • • •• ••• • • -5/8' X .122' THK. EXTRUDED ALUM HINGE 07 BY SULLIVAN & ASS= M LEAF TOP AND 80TTOM AND AT MIDSPAN R TO EXCEED 40' O.C.) ENED YOH #10 X 1- FH SMS AT HINGE STLLE AT FRAME JAMB DETAIL AT SIDELITE p Fth11t<�D1UdH16uaw •gMHa roo A1tem1 Aodact J t Sr��J�L�iN�i � • G4Ny.- M SAD � F 61,aeg• s , drawing tro. 2013 W13-03 L i 0 1BY 1Wm0 BUCK EDGE DIST. SEE NOTE SHEET I 0 28Y W000 BUCK OR WORD STRUCTURE SEE NOTE SHEET 1 TAL tY RUCNRE l� AND TRANSFER THEM Z 1181. ao 06 a Ci a °� Oso �--=== -----�--------� I� tdIALD-DADS COUN7Y APPROVED I� CUPMO MULLION ,, SEE SEPARATE N O 'a �`' a , ; ; ......... --- SS WOOD BUCKS AND M MUST SUSTAIN LOADS AL STRUCTURE NOT BY DORALUM ! o IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM 0 THE BUILDING STRUCTURE. j ! LELEVA�TION�S TYPICAL ANCH S1YPE>E M SEE ELEv. FOR SPACING • (FO -177 KSL FY -155 KSI) ) FOR SPACING INTO 2BY WOOD WKS OR WOOD STRUCTURES 1-1/2" MIN. PENET I ATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS I 0 GONG. OR MASONRY,— N 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U M 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) S: 3r C�j DIRECTLY INTO CON . OR MASONRY z 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) g I Zj' DIA. IEKS OR SELF DRILLING (GRADE S CFM) INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. " 1/6) INTO METAL STRU ES (HEAD/SIU,/JAMBS) STEEL: 1/8° THK. N. (Fy o 36 KSI MIN.) ALUMINUM : 1/8" Til MIN. (8063—T5 MN.) (STEEL IN CONTACT i TH ALUMINUM TO BE PLATED OR PANTED) i immTo as comPlYlag kith lbi TYPICAL EDGE DISTAI INTO CONCRETE AND 1 .1 0=0 Its MASONRY — 2-1/2" MN. N — INTO WOOD STRU INTO METAL STRU E 1" MIN. td{as, ehr+. trot E 3/4° MIN. 'Fr • • • . • • • • • • aWICRETE AT HEADS OR JAMBS Co 3000 P51 MIN. o• • • • • • • • • •C-90 HOLLOW/FILLED. OCK AT JAMBS Pm a 2000 PSI MN. • • . . • . • . • • HORS MAY BE H X OR FLAT HEAD. Enar, JWAD AHMAD a • FLA. PCM,% 70sea o „ eSQ CJLN. SS78 I • •.• • ••• .•• . drawing no. • • • • • • • • • • • ••• DOOR DETAILS JU 542013 W13-03 sheet 5 of 10 TYPICAL • 1/2' MAX. LQAD BEARING. SHIM TYPICAL ANCHORS' `. SEE ELEV.. C O FOR SPACING, ' a ACTIVE LEAF ACTIVE LEAF ®1/2• MAX. LOAD SEARIE EXTERIOR D.L. OPG. 36 7/8" MAX. LEAF WIDTH 39 8/8• MAX. 36 7/6- MAX. ' LEAF WIDTH • • • . • t8' MAx • • • • • • • opD YA . .......... . • •• •• • • • •• •• ,BY WOOD B=/-'S£E SHEET 1 CONCRETE OR M= a •.WP%TYPICAL ANCHORS SEE ELEV. v FOR SPACING 4 I ENACTIVE DOOR D—Z I JUN A 2013 li V `h1 e�ri m M z0 it m % 0, 00 O a° 4 O p v v � N O&ao g Z /2" MAX. Q ID BEARING OC SEI WBY VMS 3 �J R WED NOTE 2 � IM Jay, As.44 sGP A 3 dreWing rw. W13—Q3 0 • ' ' TYPICAL ANCHORS 18Y WOOD BUCK I u EDGE DIST.FSEE ION$ Iti E DIST. SEE NOTE SHEET 1 "a n; OR SPACING `V Z . • e ..CO NRRETE, a wukw °a9 M lee / 1 M U b ' ii'• � U� M d ao. az n t3 is j O II ' U TITHREA'UT DCUTTING 4a. " SCREWS I I g 3 0 ®0 FEROM gY Q W �a n _ n EACH END I 0 & AT MIUSPAN Trp. HEAD/SILL I I _ o n u II i I t j 1/2' MAX. 13 I t I I ,yA I t LOAD BEARING SHOA • • •, • H n 'I I 1/4"1 '• 2 - 2 ,I I I SHDC . ,,• . WITH METAL 8 E F _ ai O I i I II a0 ; I I I 9 O 1 I I 0�.. ry IO pp, M Qo KIM � I S � I •:a. ii I - - - - � o tt 13 EXTERIOR 0 13 I i a 5 •"T y I I GPC. MAX. LFAF WIDTH 11 0 .r A t 39 5 ' 1 SIDELTTE WIDTH Bf DOG c � MAX. DOOR FRAME WIDTH n D I FRAME WIDTH u n @ n II II TYPICAL ANCHORS SEE aEV. APProred71iKe11�•48tfilll G I FOR SPACING Uat➢wlAlaS ! _ n 22 u • 3 • ! • i 18 • • N hUclel apnidtkt ' H'SIDELTPROFILE n • LOW I • PROFILE • I I p• • • 1 a Engro JAMAMM v. 1$ SIDELITE "�.A�tL � „ •• 9.0592 ' ' ' . COIVCiiETE v i ° • ° ° • • i .M CONE ° • • 1 • • e • '• ° J • a • • • • drawing no. EDGE DIST. TYPICAL Fo ANCHORS SPACING • . GUM OL9►ONS. • .• TYli1v4L YVpIDRs NIM SACING SIDELITE DETAILS 013 �13-03 sIDELaE FOUR JUN enaec go ....... . .. .. . ......... . .. ... .. . .... . ... . ... ... . • •• • • • • •• • • .... . .. •... . . ..... . .. . . ...... . .... .... . . .... . mm 8 PART 9 RRQD. I Gosm MON 1 MAT=& MANF./SUPPLIBR/RSMARRS 1 T-81493 1/000R FRAME HEAD i 6083-78 - 2 T-81494 2/DOOR FRAME JAMS ! 6083-T8 3 T-51803 .1/LEAF DOOR TOP RAIL 1 8081-T6 4 T-61492 1/1EAF DOOR BOTTOM RAIL ! 6081-76 6 T-11502 2/ LEAF WEATHERSTRIP ADAPTER 6083-76 - 6 SN -28598 1/DCOR THRESHOLD 6063 -TB - 7 T-51520 1/LEAF HINGE STILE . ; 8063-T8 - 8 T-51496 1/LEAF LOCK STILE 6063-T8 8 T-11500 AS RECO. SIOELITESIIP ON JAMB 8083^T8 - f0 T-11801 1/CORNER ASSEMBLY STIFFENER -I 8063 -TB - 11 FD -107 3/LEAF BUTT HINGES (.122' TI -V.) I ALOMINUM SULLNAN & ASSOC. 13 T-11495 AS REQD. S@4LTE GLAZING BEAD ! W63 -Te - 14 T-31504 AS REOD. SIDELITE SASE ADAPTER i 8083-T5 - IS - AS RECD. SIDWTE REINF. CHANNEL 3Q03 -H14 - 16 T-11498 AS READ. SCREW CAP (OPTIONAL} 6063 -TS - 18A AS READ. SCREW CAP (OPTIONAL) j 6083-75 - 17 - 2/LEAF 3/8' X 16 THREADED ROD STEEL 18 2/LEAF 3/8' X 16 NUT ' 18 - AS READ. PVC INSERT 20 - AS REQD. ULTRAFAB 22 PW -1o1 AS REOD. BULB WEATHERSTRIPPING ( VINYL - 23 P8-8400 AS READ. PILE WITH INTEGRAL FIN W STRIPPING ! SCHLEGEL 5025 AS REDD. FWSH BOLTS ! DELTA IND. 25 CP -8111 ENTRY LOCKSET ! KWPW nze24 28 Q6 X 1' 4/ CORNER ASSEMBLY SCREWS, FH SELF ORIWNG AT ALL FRAME JOINTS 27 #8 X 2-1/ 3/ CORNER ASSEMBLY SCREWS, PH SMS 08 X 1-1 2/ CORNER =PTE ASSEMBLY SCREWS. FH SELF DRILLING SEALAN 'S. FRAME LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PAIrS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. i i ! 2-5 2013 go P9 eooaropbilt8w(L98t4 Da NOAB ni atk an 1 amwing no. W13-03 :7 0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000 A78 -1.5T00 t,g-y .375 �- -�j 1.445 }�- .638 748 .689 2125 I 0.375 + {,U Z 0� 2250 1.494 �l.045 0 312 1 I¢t a63 O WEATHERSTRIP ADAPTER 1s SCREW CAP I L2.12 ip 1zo2I .839•045 2.162 Q FRAME HEAD 2.LOG Incy 02250 & a 078 4.000 1-7 1.963 13 SIDE LITE GLAZING BEAD O S�Ft � © i p M A78 5.750 .875 11 4.89.5 5.638 .078 m ® 3.375 I Qh ® � II I I I I t s13 -«l 0 FRAME JAMB I�---a.000 Q 14 2.00 ® L ® O w t.7so�1 HINGE STILE SIDELITE BASE ADAPTER pad - 4.22A .078 4.000 3.500 La! F� --I � 7rI t.7502.139 .m ,.iy5 �I340 1s ALUMI M HINGE $ = ZO ^ O n I -X1.878 1�--74.818 4.806 O Q TOP RAIL 0 LOCK STILE t0 ASSEMBLY STIFFENER I nglfeoved�c4m p{Yitl8Mti111 D14. b7411da8 C4.11SR SpA•-1�� MkNi Made 1'rodtltl c E .�1p--2057 p j.078 I 1 2.408 1.856 1.445 .878 .078 1.125 � t t 5.500 6.000 9 SIDE LITE*JAMB • • • • • • • • • • . 5 G • •b • .125 3.750 r aAVADyQ AHdlaa1 WL Rn. E '7771.375 12.177- �c--`A82 • • • la- • • • • • •41 • • • • • • •�• •�•• g no. 4.0; ;• ,5 j W13-03 O BOTTOM RAIL O THRESHOLD SIDEUTE BASE GLAZING BEAD SIDELITE ALU REINF. I sheet 9 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME BOTTOM CORN9R. i • i i • • • i i i . ..... . .. . . ...... . .... .... . . .... . / ro O / Ot 0� a Dppp m C &601 g 4 �3d Op O w C ;Z i � F9oi7de ,r`Cd �mPotdyiogwtl4 td� I _ L 1 Mu,wi n rraaae� ii"VAI) AMM cra A. PEI"M a CAX �S5m drowhig no. rNZO13 W13-03 r—_, . 7W i MIAMI- DAQE o PRODUCT CONTROLSECTION DEPAR"IENT OF REGULATORY AND ECONO1%HC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADAMUSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econamy General lmpaet Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - -- --- ------------Product Control Section -to -be -used -in Miami Dade County-and-other--areas-where-aUoNved-bathe-Authority-- Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. 12-003, titled "Series 11000 Impact Sliding Glass Door", sheets 1 thru 7,7A, 8 and 9 thru 18 of 18, dated 01/10/12, with revision ##1 dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant **so LABELING: Each unit shall bear a permanent label with the manufacturer's dame- or logo,- eky, statep..... model/series, and following statement: "Miami -Dade County Product Control Applbvek, .unl1%s. Q�erwise • noted herein. eGe.G• • Goes** RENEWAL of this NOA shall be considered after a renewal application has bei D%1 and t4jre%as beer: • • • • no change in the applicable building code negatively affecting the performance of f 1h }Adduct. ; •.. • .. TERMINATION of this NOA will occur after the expiration date or if there hasbpro revisivir or bhang& • •' in the materials, use, and/or manufacture of the product or process. Misuse of flAONOIA as an fadrsement • • •; • of any product, for sales, advertising or any other purposes shall automatically ta'rRiilft this NOA. Failurb Go to comply with any section of this NOA shall be cause for termination and removal of NOA. ' ' """ ADVERTISEMENT: The NOA munber preceded by the words Miami Dll4%% 4unty, 1F14xW, and••••; followed by the expiration date may be displayed in advertising literature. If any portion 614t 10A is displayed, then it shall be done in its entirety. INSPECTION: 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 renews NOAH 12-0206.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0930.13 f' Expiration Date: December 11, 2018 Approval Date: December 05, 2013 �1 Page 1 ' General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submiffed under NOA# 08-1003.06) 2. Drawing No. 12-003, titled "Series 11000 Impact Sliding Glass Door", sheets 1 thru 7, 7A, 8 and 9 thru 18 of 18, dated 01/10/12, with revision #1 dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Subrniffed underprevious NOA# 12-0206.10) B. 'PESTS 1. Test reports on: 1) Air Infiitration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 - 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading.per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI. -5626, Rionda, P.E. (Suhtnifted under NOA# 08-1003.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Tilteco, Inc., dated 09/11/08 and 11/17/08, signed and sealed bXy�g0 A. Tillit, Jr., P.E. 0000 • • 6.6 0000.. • (SubmVed under NOA# 08-1003.06 • • • • 0 • • 000.. 2. Glazing complies with ASTM E1300-04 0.. . 0000 • • • : 6 • • 0000 .. 0 .0600. D. QUALITY ASSURANCE '6666• : •666 6666. 1. Miami -Dade Department of Regulatory and Economic ResoureelWR) 0000 0000. . 00 .. 0000 060000 E. MATERIAL CERTIFICATIONS :so:*: 6 1. Notice of Acceptance Nd. 13-0129.27 issued to E.I. DuPont keNq1m0urs.;&C4., Inc'. • 6 6 •; for their "DuPont ButaciteO PVB Interlayer" dated 04/11/13pdpting on.12111/16.; 6.6 •; Manuel PerezV,2! Prodact Control ExaNOA No.13-093 Expiration Date: December 11, 2018 Approval Date: December 05, 2013 E-1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ; F. STATEMENTS 1. Statement letter of conformance to FBC 2010, dated September 27, 2013, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated September 17, 2008, and January 27, 2012, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted wider NOA# 08-1003.46) 3.-- --Lab6ra-tWcompliance letter for Test Report N6-.17"626, issued byFenestration —p_ Testing Laboratory, Inc., dated 11/14/08, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 08-1003.06) • G. OTHERS 1. Notice of Acceptance No. 124206.10, issued to General Impact Glass & Windows Corp. for their Series "11000 High Impact' 9'0" Aluminum Sliding Glass Door. - L.M.I., approved on 05/03/12 and expiring on 12/11/13. I* E -Z ( Manuel Pere , . K Product Control Exkmffier NOA No. 13-0930.13 Expiration Date: December 11, 2018 Approval Date: December 05, 2013 0000 • 0 . . 0004699:0 .. . . . • 0000.. • 0000•.. . 0.000• 6.0.09 0 6 0000.. 0000 • • • • • 0000 • •• 00000 60.06• •000 80•80 •• ••• •0•• •000•• • ••000 • • • • • •0000• :*00:0 • • • • • • • 0000••00 Is ( Manuel Pere , . K Product Control Exkmffier NOA No. 13-0930.13 Expiration Date: December 11, 2018 Approval Date: December 05, 2013 9 GENg,RN_0TES: 1. SERIES 11000 HIGH IMPACT SLIDING- GLASS DOOR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES. USING10. ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FSC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. 11. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIO YIWN�ND LOADS DETERMINED PER ASCE 7-1p SHALL BE I/ MAX (AS REDUCED TO PRESSURE RAiINGSOINDICATED ON NOTE 3 BELOW, W/ 0.6 IN ORDER TO CQMPARE THESE IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 337. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. A DURATION FACTOR C0-1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THiS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED W ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201. TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY INC. LAB REPORT 6626 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTIONS 1612 & 1615 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. 2. REMAINING COMPONENTS FOR THIS SLIDING QLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. 3. 31 0 4. 11W_ .01 SLIDING GLASS DOOR MULL N URRICANE PROTM 120 111111 IMP S. IN SPIES 11000 HIM IMEW1 SLIDING MASS -DQQR 11 APPROVED MR M ANO AMR S. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8003—T6 ALLOY AND TEMPER, WITH Fy-25.0 k61 MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHD= ON THIS DRAWING. 7 ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 60 kof YIELD STRENGTH AND 90 kei -TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. IL WOOD -BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, 0=0.65. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. 9. ANOHAR NOTESS EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET 7A). (A) TO EXISTING POURED CONCRETE: (Min. 1'o - 3.192 kal), MIN. EDGE DISTANCE = 2 1/2'. - 1/4.0 TAPCON W/ 1 1/4" MIN EMBEDMENT, AS MANUFACTURED BY IlW BUILDER, NO (CCMPONIENT�), THRU 1" P.T. WOOD BUCK. 7HRU i I - W OI11 BUCK 1/4° MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT (B) TO EXISTING A.S.T.M. C-00 CONCRETE BLOCK MIN. EDGE DISTANCE = 2 1/2'. — 1/4'0 TAPCON W/ 1 i14" MIN. EMBEDMENT. AS MANWFMURIM�BY: THRU I" P.T. WOOD BUCK rfY� BL�IL9E•X, :40:(G•OiK�ONENs — 1/4"N KWIK—CON II W/ 1 1/4" MIN. EMBEDMENT, AS•mANUFAgAREG•Etar i LTi:INC jOhft4ENT 2 t¢II THRU 1" P.T. WOOD BUCK. • • • • • • • • • 1 (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE = 1'! • • • • • • • • • 1/4°0 TAPCO>/ 1 1/2' MIN. THREADED PENETRATION, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ). (D) TO EXISTING MIN. i/8° THICK ALUMINUM MENDER (O063 �4LLOY), DIST C = 1 — 1/4"0-14 TEK SCREW, MN. 1° LONG, A5 MANUFAL'TURED AY TPN Elyll gp(; I@ (CO E) ( TO EXISTING MiN. 12 GAGE STEEL MEMBER (ASTM%—S A-653 OK Ar362 eMIN. EDGE•DIST ? — 1/40-14 TEK SCREW. MIN. 1" LONG, AS MANUFAM:m IfW (COMfDREN}� ). • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12. (c) O 1/4° MAX. SHIM SPACE (TYP.). 11000 HIGH IMPACT SLIDING GLASS DOOR VISIBLE LOCATION. ONE LABEL SHALL SE iMPAOT GLASS AND WINDOWS, CORP. FLORIDA DE COUNTY PRODUCT CONTROL APPROVE PAD, PREPARED BY THIS ENGINEER IS SPECIFIC PROJECT; i.e. WHERE THE SITE SHALL BE PLAM ON A T. LABEL SHALL READ AS NOT PROVIDE INFORMATION FOR A FROM THE P.A.D. (b) NOWDINO Li NTRACTOR To SAFETY OF THIS PRODUCT, WED ON THIRESPONSIBLE FOR THE S PAD., PROVIDED HE/SHE DOES NOT , PURCHASE AND INSTALLATION iQEVIATE FROM E CONDITIONS DETAILED ON. THIS DOCUMENT: CONSTRUCTION SAFETY AT SITE IS THE C NTRACTOR'S RESPONSIBILITY, (c) T 15 PAD, WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) C RIGINAL P.A.D. SHALL BEAR THE DATE AND O�ONAL SEAL AND SIGNATURE OF THE PROFESSIONAL GINF,ER OF RECORD THAT PREPARED IT. IRODUCPRENEW0 m cemplyl"gwlth the FIOTIb 4"idl"g Cade EGelba D°ttouce �Qi�i dlylam aac e�ldct cce ;'' Ls bzoy•i0 i i I FLORIDA BUILDING 0009 (HWh Veloalty HuRloane ZorA) o wa OERIE811000 HIGH IMPACT OLIVINQ GLAN DOOR u tcv k YkBT 76 ROAD ioatm tti 33614 "At MomOB 680-0103 14 � aM s. Ot/10/IZ OA ®INa. .'°aL1P"0°� g 12-003 ONAMNO No p Ix�Ih7'E ° ° °fes ' sttteT T oa u • • EXTERIOR c wuOO yA) OR JO rtonucrleentwa�ry is, Inpl>1n0w lAa14oft i 11 IngCWa AZINN DETAIL AccIra u "M two Nn/ . (S—ECb'Q..',Y.) dltem a PtLdA a 1 SCALE. 1/2"-1" a'�QAOIr791b1'� MAW (r,T+�x11A �eltat;IGo 0 � 2-ozo6•to i .i i eehw i� sounm • FLORIDA SUILDLNCa 0CD8 (H19h VW0dY HWIMO Zone) BERM 11009 W01i IMPACT SLIDING %)!S POOR aw gas wxsr ra nava 01 Af() a MAIFNi. F[. 3uu ons PT1028it (308 889-8103 �' 8A 300 pad4mm i2-= ao ' sneu 2 OF l0 . BILL OF MATERIALS ITIM PART # IHF.SCBIPT20N' MATERIA 1 GIC301YI FRAME HEAD 6063 To 2 010302-1 FRAME SILL 6063-T8 3 GIC3D3-1 FRAME JAMS 6063 -TS• 4 010304-1 TDP• RAIL 6063-T8 5 GIC306-i BOTTOM RAIL 6083 -TB 6 GIC306-1 LACK STILE 6063-T6 7 GIC307-1 MEETING STILE OUTER INTERLOCK 6063 -TS 8 OIC308-1 MEETING STILE INNER INTERLOCK 6083 -Te 9 GIC309-1 CENTERMATE FEMALE ASTRAGAL '6063 -TB 10 010310 GLAZING BEAD 6063-T6 11 GIC311 INTERLOCK STIFFENER 6083- i2 010312 RETAINER CIDP, 4" LONG 6063-T61 13--GIC313 ••• • • FIXED PANE. CLIP, 8" LANG 6063 -TO 14 - OPTWNAL WMUOR RMMROMN FOR FEMALE A5RL40AI. ONLY 4WD FOR 7' & 8' DOORS 6063-7 18 - OPUM EXTERIOR RMFOROEMENT FOR FM9 A8TI MOAT. ONLY RM D FOR 7' di FM—RS 6063-T 17 W223511K TOP RAIL + JAMB + STU + ASTRAGAL WEATHER STRIPPING NEOPREN 18 010318 BOTTOM RAIL SEAL VWYL 19 GIG314 SETDNO BLOCK NEOPREt 20 GIC316 GLAZING SUL13 NEOPREN 21 FASTENER PANEL ASSEMBLY SCREWS, j10x1 1/4" P.H. S.D.S. ' S.T. STEE 22 FASTENER FRAME ASSEMBLY SCREWS, #IOXI" F.H. S.D.S. S.T. SM 23 FASTENER FIXED PANEL CUP FASTENER, (3) #10x1/2" PH S.D.S, S.T. SM 24 - PANEL. GUIDE (TOP ONLY) AT EACH END OF EACH PANEL O 2/PANEL CELCO 25 1939-0010-55 GLASS PANEL. ROLLER ASSEMBLY.AT (2) @ PER OPETABLE PANEL. 0 EACH END OF PANEL SL ST 26 FASTENER (2)1/494-20x1" LOW TH. 53.M.S. TO $TILES/ATIWAI. FOR FACH ROLLER ASSEMBLY FASTIMIG STEEL 27 2300-10SS / #623Z HANDLE LOCK (INTERIOR AND EXIMOR) 0 36 1/2"/BOTTOM WITH LOCK INSTALLATION SCREW (2) #6-32x3/8" F.H. M.S. S.S. INCLUDES ZAMAK HANDLE 0 35 1/2"/BOTTOM W/ #10-24x1 3/4" O.H. M.S. SS. ST, STEE 28 2600-10012 LOCK STROKE PLATE V STAKE PLATE MOUNTING SCREW (2) #tOx1 1/4" P.H. S.D.S. S.T. STEE 1, 29 ANCHORS 1/041Tt'I BULCl9S NOW M= OR 1/450 HM INAK-OQV D MC&!OR (SYS SL%IFDU.E ON Slg!•7'7A) STEEL 30 ANCHORS 1/4"4-14 ITW BUILVEX T9K $ M1Y (SEE SCHEDULE ON SHEET 7A) STEEL 31 GLAZING SILICONE SEALANT STRUCTURAL SILICONE OE 5052800, DOW CORNINO 795 & PFAORAA 898 STRUCTURAL. S CONE 33 GLASS 0,466" OVERALL LAMMED GLASS W/ (1) 0.186" HEAT STRENGTHENED CLASS + (1) 0.088" WN£R LAYER FILM DUPONT BVTACLTE PV% INTERLAYER BY F.I. "ONT DE NIGAOURS & CO.. INC. + (1) 0.185' REAT STRENGTHENED _ 34 - SUMPON SPAOM, 1/4" D-M—Iti;t•1{V,10PWMIZ CLM% y 3" FROM CORNERS MAXI ANO 12" WO, �(Mlit ). eAT MIDyCulpa E• ELEMAON. SY FRANK WE RUBBED ANO ITB -C8, CON • EXTERIOR c wuOO yA) OR JO rtonucrleentwa�ry is, Inpl>1n0w lAa14oft i 11 IngCWa AZINN DETAIL AccIra u "M two Nn/ . (S—ECb'Q..',Y.) dltem a PtLdA a 1 SCALE. 1/2"-1" a'�QAOIr791b1'� MAW (r,T+�x11A �eltat;IGo 0 � 2-ozo6•to i .i i eehw i� sounm • FLORIDA SUILDLNCa 0CD8 (H19h VW0dY HWIMO Zone) BERM 11009 W01i IMPACT SLIDING %)!S POOR aw gas wxsr ra nava 01 Af() a MAIFNi. F[. 3uu ons PT1028it (308 889-8103 �' 8A 300 pad4mm i2-= ao ' sneu 2 OF l0 . � ,r �Vsl•51 • • .. • . • .0:8 • . • 0 . • • • 11 .i�1, ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • EXTERIOR c wuOO yA) OR JO rtonucrleentwa�ry is, Inpl>1n0w lAa14oft i 11 IngCWa AZINN DETAIL AccIra u "M two Nn/ . (S—ECb'Q..',Y.) dltem a PtLdA a 1 SCALE. 1/2"-1" a'�QAOIr791b1'� MAW (r,T+�x11A �eltat;IGo 0 � 2-ozo6•to i .i i eehw i� sounm • FLORIDA SUILDLNCa 0CD8 (H19h VW0dY HWIMO Zone) BERM 11009 W01i IMPACT SLIDING %)!S POOR aw gas wxsr ra nava 01 Af() a MAIFNi. F[. 3uu ons PT1028it (308 889-8103 �' 8A 300 pad4mm i2-= ao ' sneu 2 OF l0 . 1 pow A04' �1 � .110• . 78• 1AI 1 'q. .078° (S) 1.083" 2.1Bp' 1.270' R FULL. (B) FRAME HEM so" jffl 1" ' 11980Ate 1TS © O . K $ LE saaue Va wr . air a 1.7 le .520" •931' {t } .128" 1.762' Q iWWCK S'►. EEMER 600-73 ME 1/atal" 8916 .048' 130 'OW SETTING BLOCK NEOPRM SCNB 2'-1' ® MEETING STILE �—ta7i 0„ TM -11 WQCKW63SSI' sc %a ,• em-YB eaa a462" soruE tia'or• v a FUS. ag7` 077' p� 1 A18 01+. awt• 120 11 a18 9r. .143° 081' 018' t 4 8' 189 104 .188 BABA' ,287' 80• O'1 .571" .888' .8a7• l2Ef: { RELP, CUP 1 ea7 eoe3-ra EMED 6 -DE �ALd 1 •• ••• • • •y �.Qyi•• .a� • • • • • • • 'moi 0.293 • .: • • i : : :.: •. 1,1j1'rf' P •••CO •• • • • •• Q•;��t .1Y MPbNENTS 0`640 0 Goo a3� °�• a NEO HDA • • • • • • • • •• • �- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • aTAP 107' �. 0" aIle t '9 8,080° IZ .880 1 .104 0. 1 18 R 115` .680 z.l s• � A ING B oD sos3-rs Sm r1EPni1`1°T aeNwaly m C90 9YI09 w8h the TRa t 4al0ingCoUe .4ccsploaco Na t -sic* ali0a F1etc a b�4 Dat1e ua Ca .oza° .983• Y • A4s° L 174` }1(07r11aCa fA� M .018' x170` FWA. ry02-< )TTOM RAIL: SEAL Sm a".1• taw OW COLM KORIDA BUILDING CODE (Mob VOILA 1y W401 • 01 leo vw 78 FM lOA/70/1a M, FL 33014 OA76 • 18108Et( 686-8105 (398 .M. aeg 92-008 q 0[W9�U Damm RO 98Lp' S 0710 A/5 �I DET. X/i m� 49 ZZ PANEL 17M D/11 D.I.A. MDTH oEE SCHEDULET- 0 --„ � YHDTH (SEE SCHED . 8/9 BV10 8/.94 A�B4 DkT. X/7 DET. X/7�„A•> 5 M. s "RA -ANG SO 9OULE 5&.A MAMMUM, Wig 6 is 49 t/ate 11 A MULL- PAMMDTH D/11 0 NUJ 3 6 � / X Y 0 DET. Y/7A DET. 7 /7AI DET. DET. X/7AA D.L4� i�IDTN A/841 8/9 o soe s� 12-003 99A41U70 NO IiEIA..XII-o9? E ,EVXTION SCALE: 1/2" - 1'-0" UXXQ) 99 3/4" 42 3/4" SEE SHM 7A FOR MAXIMUM ANCHOR SPACINO AT JAMBS. +91, —99 pef 8'-0" 1 B'-0" 87 3/4" 42 3/4" 15 put AT WATER +100, —120 put Ba 7'-0" 16'-0" 75 3/4" 42 3/4" 15 put AT WATER �C •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Goo 0 MAX. A.9.D. DESIGN pREssUFtE WNt C'M H D.L4� i�IDTN RATINt3 o soe s� 12-003 99A41U70 NO +SS, & pUr sf f. g'-0" .16'-0"• 99 3/4" 42 3/4" 15 pat AT WATER +91, —99 pef 8'-0" 1 B'-0" 87 3/4" 42 3/4" 15 put AT WATER +100, —120 put Ba 7'-0" 16'-0" 75 3/4" 42 3/4" 15 put AT WATER OSUIR .MICU 44R FT,-LTiCSk`-: a t et amP%nut oo�uget�a.pn i308 4dIW �' atGt maim tmoe cam aaQno <u� 90a-e�w o soe s� 12-003 99A41U70 NO 81fCE1' 4 UP m 0 • RAMS 111DTH (SEE SCHEDULE ++ . E YADTH (SEE SMULE o+ 4E WIN (SEE SCHEDULE ++ A/B ® DU. X/7A;,,,_ 8/9-41 +, A/8 ®� . B/� � /.7A Alb Ef, X/7A 'y 19 b b b b 49 3/.16° 49 3 1 p/1�i i Q/ 4 > PAPmAx m 491/,V 0/12 1/4" a?[! OPERasLE. p/1 OP6RAf3 PANR Im D{1 PAHA. VADTH PANEL YAOTH / PANEL ymm II � O• CJ . II • ' j� II � v 414 i/ C/12 C/13 +C/13 D.I.O. SEE SCHEDULE +o SEE SCHEDULE ++ SEE SCHEDULE *+ d 0 Y DET, Y/7A DEG Y/7A , YPA �1 r„ ¢'J ,.."�" DEP. X 7A ate, .. DEI, X/7A A/B DEP, Xf 9A _ B/9 A/S s/9 A/8 e/9 TYPICAL 9XIERIOR 9LEVATION (OX) PCL 9XTERIOR ILE121GA E-XTERIOR ELEVATION. fXX) SCALE. 1/2" - 1'--0" SCALE., 1/2" 1'-0" SCALE. 1/2" 1'-0" SEE SHEET 7A F'CR MAXOdUM ANCHOR SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. SEE SHEET 7A FOR MAXIMUM ANCHOR SP t AT JAMBS. SPACING AT JAMBS. t'lTQ glicTsitlso • 'AOO,UC1'1tP.NEVJrB� a ' dacae�plying wit6the p1094�1. !2-'a0 •1U 9vtdluSCwt¢ b ' Aaeptmuo @to 2EE •• •.• • • • oe FOR MAXIMUM FRAME&O.L.O. •• • i i i i i i • i • , il/i�/�• G� eon sy ¢ Im6dua SEE SCHEDULE ON 5HEET 4 TI FLORUna om calmIDA BULDING CODE (FIehVzone) •• ••• •• • •• ®1Ota mmao eta 1SlyM11000HIOH•IMPACTSWING GLAIM DOOR v s9mIEC•OINe• • • • • . • • . .sD . 6 : t`c"i�,` e.e"°+�'z�.`"w"I°'�+IW m�e�el�„ • 12.003 • • • • • • • • • • '�'� ...FCOR�Q '� � �� +-m"m•mto+o•v+l¢+m 1 oaavmw x+ • • Ii lit i ao o Bl w Burial . i ••• • • • ••• • • i i � I 0 ----' (sm mw= A/8 `� DEr. X/7A. B/9 DET. X/7A G� 49 3/16" D/15 MAX. FDD PANEL 1' WH PANEL %WTH 9 H SL'�1 �l'.�,J • H • . c 5 /" / // 0715 G/�6 D.L.O. SEE SCHEDULE 44 y 1 � DET. Y/7 s` S DET. X/7AX g/a DET X/7A s j1 TYPIC�4l.,9'XTERIOR L NATION (OW:� ply SCALE. 1/2" 1'-•0" ac A�tr to SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT AWS. H d lam • •• • • e • ••• s ,il�f�ttl • • • • • • • • • • • •• •• • • • •• •• A/84I DLT. Xj 49.3/16" -MAY. FDO PANEL VM I \\ O • Faw wim (SEE qc�wum DET. �'�Ai rte'.' A/8 ®� D/16 401OPER PANT I. VOTH i Q 33• \ i \ �\ 0716 D.L.o. � � sEE scHafnfc 94) DEI: )/7AJ ' g/g.4 D7 X/7AJ Sy � S M! V pl A 9XT 1 -OR ELEVATIQL LO SCALE: 1/2" =� V-0" SEE SHEEP 7A FOR MAXIMUM Amos: SPACING- AT imus. mm ams mmm sOD6 batty Hf6rfwe rbm) aDINflQIA88DOGR lav as ,mwa J0D asa-seas 92.003 DRAM No sm a of to C ♦4 FOR MAXIMUM FRAME & D.L.O. • • • • • • • • • • • • SEE SCHLE EDUON SHEEP 4 • • • • • • • • •00 >k • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• A/84I DLT. Xj 49.3/16" -MAY. FDO PANEL VM I \\ O • Faw wim (SEE qc�wum DET. �'�Ai rte'.' A/8 ®� D/16 401OPER PANT I. VOTH i Q 33• \ i \ �\ 0716 D.L.o. � � sEE scHafnfc 94) DEI: )/7AJ ' g/g.4 D7 X/7AJ Sy � S M! V pl A 9XT 1 -OR ELEVATIQL LO SCALE: 1/2" =� V-0" SEE SHEEP 7A FOR MAXIMUM Amos: SPACING- AT imus. mm ams mmm sOD6 batty Hf6rfwe rbm) aDINflQIA88DOGR lav as ,mwa J0D asa-seas 92.003 DRAM No sm a of to WIDTH (Sri SWEOULE 81)pp// A/S � B/9 B'/10 ®I B/9 A/8 DE7. X/7A,-,, DEL X/7A�I D --MAXP 4" PANEL imov D/17 D/17 t Q 9-0 17 / -0/1 1 . b (SEE SCHEDULE eo q� AJiODUCTR¢NE4Pl ' x, d EtoWlag Cada IIL Ipo Flortd+l DFT, Y/7A Acceplaaeo na r: Imuoa Dau t$ tIaBt D o P M cont DET x/7A7..... DEI. X/i• . �..: D , x/7Ar"... A/s B/ 8'/10 4 B/8 A/m i • S1M, � • ru�iav4'�xDvwae w� ta�yyi>a,�_lm ma F1aio. . E .r as SCALE: 1/2" 1'-0" • • 000 • • i S% SWET -1•FOR MAXIMUM ANCHOR SPACII M. AT JAMBS. • • • i i i i i :00 •• tt�tA ' P• TI(�/ FLORIDA B=IND CGDE (High valwty Hurdoano Zone) • • • 1 ,,•� ENS • 61012 lam ala MRS 11W MON IMPACTSLIDINOOIASS DOOR' ae as FOR MAXIMUM FRAME & 0.L0. `\�a�.,,••°�G. F F*m SCHEDULE ON SHEET 4 gg rr ��ww �v-.0--,- IL � Q� ya of oto to IL �'i 'ir ®IFaAIFNb FL 93Cib PHaNEt (308 Bea-810.1 • i e i • • • i • i • i * l 8tA au 0 °tdoi3�'+'� I (2� 12-003 ing • ��iaauaAA i . • • • • • • • • • • • •• •• • • • •• •• I • • O CORRESPONDS TO CLUSTER OF 29 OR 30 ANCHej ATgtOE'SIP*./AfTRfOA! LOSATION (SEE DETAIL ,X) • • • • g • • .. . . . . . . . . . . . . .. .. . . . .. .. ••• 0 0 0 ••• 0 0 ANCHOR 1YPE• SUBSTRATE 0 t � LL p CR +80, -60 pet 9 8 i/i TAPCON POURED 4+814 ..6g put 11 7 4MAK=•CON 9 CONCfB]E +91, -99 pet 13 7 +100, -120 pet 17 .9 +50, -•60 pat 11 +78, -76' pet 13 9'-06 1/4°0 TAPCON WOOD +85. -as Pat 18. +91. ^99 pot 17 +100, -120 pet ' 10 N/A '+60. -80 pat 9 +75, -75 pet I t/40 W MMUL M • +86, -86 pat 11 SCREW StEEI. M13ER +91. -00 pat 13 +100. -Igo pet 17 +00, -00 pat 7 6 1/40 TAPOOM +75, -76 pet 9 5 OR CONPOCREOTE +88, -88 pat 11 8 KWIK-CON 0 +91. -99 pat 11 7 +100, -120 pet 16 7 +60, -00 pet 9 +75. -76 pal 11 1/4"4 TAPCON WOOD +65, -00 pat 13 +91, -99 pat 15 +100, -120 pat 17 N/A +60, -00 pat 7 +75, -76 pot 9 1/4.0 TEK MMULUOURM +85, -86 pot 11 SCREW STEEL �MF3dBER +91. -990 11 +100, -120 pat 15 ' +00, = pat 7 3 1/4'40TRANCOM +78, -78 pet 9 8 POURED +851 -06 pat 9 5 KWU(-CON U CONC+91, -99 pat 11 8 +100,•-120 pot 13 7 +00. -60 pat 7 +78, -76 pet 9 7'-0" 1/4-0 TAPCON WOOD +85, pol1 • • • +91,•.99 pet • r3 • • • • • +100. - 0 paf • • • +50,-609pe1 • V • • i iii +75, - 6 9 • • • 1/40 TEK MMUWQAWMQN +85, -88 pat 9 S0REW on Stm MMEMBER +91. -99 pot 11 +10l. -12E 13� else ANCHOR SUBSTRATE DIA P ' BS F R O I ' 0 plt/ll/I1I/�/I Q•• �-�/% qs, +80 -60 paf 18n oa zm) 1/4°4 TAP N POURED CONCRETE +76, -M paf 18e as 1 f8° o.a 1$" o.i 86RIEg91000H10 IMPAOTSWOI OOlAS8D00R OR OR +65:..-$5, pat 18" D.C. 18° o.0. KWIK-•CON ill. CONCRETE BLOCKX120 +Ot. -90 pet 10.1 2c: 0.e. 18e D.C. fl6 - 1t :� 061113 1/2' QA .o;•/ P ��•` +00, -60 pet 18e D.C. I ' No OR SM 7A of 1a +76, -78 pat the D.C. I 1/4°9 TAP WOOD'• +85. —88 pet tM... +91, —90 f 13 OR . +100, —1211 f i N/A +00. —60 -pat 1 Tia • AL.ggII +76. •-75 Pat 18" D.C. I 1/4"o T • • 4496 —88 pat le D.C. SCREW 91EE1. MEMBER 1 +91, —99 pet • O CORRESPONDS TO CLUSTER OF 29 OR 30 ANCHej ATgtOE'SIP*./AfTRfOA! LOSATION (SEE DETAIL ,X) • • • • g • • .. . . . . . . . . . . . . .. .. . . . .. .. ••• 0 0 0 ••• 0 0 ANCHOR 1YPE• SUBSTRATE 0 t � LL p CR +80, -60 pet 9 8 i/i TAPCON POURED 4+814 ..6g put 11 7 4MAK=•CON 9 CONCfB]E +91, -99 pet 13 7 +100, -120 pet 17 .9 +50, -•60 pat 11 +78, -76' pet 13 9'-06 1/4°0 TAPCON WOOD +85. -as Pat 18. +91. ^99 pot 17 +100, -120 pet ' 10 N/A '+60. -80 pat 9 +75, -75 pet I t/40 W MMUL M • +86, -86 pat 11 SCREW StEEI. M13ER +91. -00 pat 13 +100. -Igo pet 17 +00, -00 pat 7 6 1/40 TAPOOM +75, -76 pet 9 5 OR CONPOCREOTE +88, -88 pat 11 8 KWIK-CON 0 +91. -99 pat 11 7 +100, -120 pet 16 7 +60, -00 pet 9 +75. -76 pal 11 1/4"4 TAPCON WOOD +65, -00 pat 13 +91, -99 pat 15 +100, -120 pat 17 N/A +60, -00 pat 7 +75, -76 pot 9 1/4.0 TEK MMULUOURM +85, -86 pot 11 SCREW STEEL �MF3dBER +91. -990 11 +100, -120 pat 15 ' +00, = pat 7 3 1/4'40TRANCOM +78, -78 pet 9 8 POURED +851 -06 pat 9 5 KWU(-CON U CONC+91, -99 pat 11 8 +100,•-120 pot 13 7 +00. -60 pat 7 +78, -76 pet 9 7'-0" 1/4-0 TAPCON WOOD +85, pol1 • • • +91,•.99 pet • r3 • • • • • +100. - 0 paf • • • +50,-609pe1 • V • • i iii +75, - 6 9 • • • 1/40 TEK MMUWQAWMQN +85, -88 pat 9 S0REW on Stm MMEMBER +91. -99 pot 11 +10l. -12E 13� else ,« CORRESPONDS I o THE SPACING OF TWO STAOOMED ANCHORS (SEE DETAIL Y) DET -AIL_ Y Y i XL7�� N.T.S. •RODUCT RENlryg9lq o s ng %ilb the I%ra& 511LES/ASTRAGAL. LOCATION AmplanceNo plratioa Qaft S1r ....�__ i slim, Qp1o11r48fi Cap W611AL ANCHOR SUBSTRATE DIA P ' BS F R O I ' 0 plt/ll/I1I/�/I Q•• �-�/% qs, +80 -60 paf 18n oa zm) 1/4°4 TAP N POURED CONCRETE +76, -M paf 18e as 1 f8° o.a 1$" o.i 86RIEg91000H10 IMPAOTSWOI OOlAS8D00R OR OR +65:..-$5, pat 18" D.C. 18° o.0. KWIK-•CON ill. CONCRETE BLOCKX120 +Ot. -90 pet 10.1 2c: 0.e. 18e D.C. fl6 - 1t :� 061113 1/2' QA .o;•/ P ��•` +00, -60 pet 18e D.C. I ' No OR SM 7A of 1a +76, -78 pat the D.C. I 1/4°9 TAP WOOD'• +85. —88 pet tM... +91, —90 f 13 OR . +100, —1211 f i N/A +00. —60 -pat 1 Tia • AL.ggII +76. •-75 Pat 18" D.C. I 1/4"o T Mll�WON 4496 —88 pat le D.C. SCREW 91EE1. MEMBER 1 +91, —99 pet +100. -120 pat 13 1 2° 0.a ,« CORRESPONDS I o THE SPACING OF TWO STAOOMED ANCHORS (SEE DETAIL Y) DET -AIL_ Y Y i XL7�� N.T.S. •RODUCT RENlryg9lq o s ng %ilb the I%ra& 511LES/ASTRAGAL. LOCATION AmplanceNo plratioa Qaft S1r ....�__ i slim, Qp1o11r48fi Cap W611AL 1 . N.T.S. I ' plt/ll/I1I/�/I Q•• �-�/% qs, M" was emm P40ROA 13UILDING 009 0 NO vdgdty Mwfowa zm) tlt t Q, ,.• G...,SF •. ofoil Ming reo 86RIEg91000H10 IMPAOTSWOI OOlAS8D00R {�: ��►Q IRIe, j . • �(�3Hs,poaat�ss6�t oAte J & 9 0liftts0a fl6 - 1t :� amp '6�50° poolrom .o;•/ P ��•` er ;� No SM 7A of 1a E1<7'�RIOR 0 cel ' r. P.T. tv000 aur�cs � ;��:<. •:e �` : '�,'• ��: ` °• • - -• (see NOTe s/,) �}ZTERIOR �= ENAPPROv- a I OY OTHERa Zj D AIM OR NNE THI,mm. LfaAa V= oOM ,opE "Ova* Kaftm Zona) LLUG GLABB DOOR aov ao aoo wwr va naafs o4/�forc/ta 1vAf.Fn1t, 1T. x�ofs pxorua os a�-s,os ° 12.003 one= ft a s=8 OL is POURED :r .° •r ' 119 RE4'a ED. (2} ® (,E{,gIE�QUI�G"'U}�. E.O. wow WlGt (SEE NOT, 8/1) �Ci _Cid1i�E.1 6 CR E� iQAC. K SLi�S �i b : SU13STRAIE scR N a>xracNe� • • • • • • • • 41 p" `� JVO�f 1 • •• �+•••ry+ •• •�A • p• •• EE SCHEDULE OWN SHEET & SEQ 1 ION !•3'�'/^l FOR ANCHOR'S 0ONC6NTRA77ON NEEDED A7 STILES/ASTRAGAL SEE SCHEDULE ON SHEET 7A. SCA �%R°pia • • • • • • • • • • • i • i i • i i i 2: SUBSTRATES CAN E COMBINED• AS APPLICABLE. •• • • • • • • • • • • • • • • • • • • • • • • • • • • �_ • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ENAPPROv- a I OY OTHERa Zj D AIM OR NNE THI,mm. LfaAa V= oOM ,opE "Ova* Kaftm Zona) LLUG GLABB DOOR aov ao aoo wwr va naafs o4/�forc/ta 1vAf.Fn1t, 1T. x�ofs pxorua os a�-s,os ° 12.003 one= ft a s=8 OL is 0 ilium ffar �—McdiarfiA�w Ma TI Pougm CONGMT9 wwo, 2. P.T. SEE WOOD VWX EA (sm NoTc 8/1) NOTE I Fm (OSIMI)i P_QWBED,VONCRETU Q99CRET9 BLACK 0 Soo SURMATE Nol 1. FOR MAXIMUM FRAME 4k 13:LO. SU SCHEDULE ON SHEET 4 & FOR MOHOR'S CONCENTRATION M1DATSTlL9S 9IRA�%,,DULEOdSH.. 7A. 2. SUBSTRATES CAN BE COM81NED 0 P? ftMI& AS APPLICABLE. -0 .......... f fee 0 • 5,5"""OoAy0oowi" IF1 ,) O M"OZIR10 .gm.OR A-30 4f 12 O/E nma SupsTE FLORIDA ISERMSIC co*1147\11M -wr- FAVIrsaw Date Ily, , DI 605 OWWOWS pm c"I taAtll we com" 2W V=�. om 1W mlxm, 14 12-063. 06=-, 0 to p (SFZ WMOR W T . ration Salo um bw cam • FLORIDASUlWIN000D9"&V81QdWKMWM NOTE skill) PP2I9G 11000 HIGH WAOT OWDING QLASS DOOR a tdla,INC. =ft, * 4 m-si aM-6005 806 tTE APPROVAL) :4 POURED coffoRm "NEWME EM NIM T EN11 P.T. WOOD SUCK rw. (w NOTE 9/1) E.0. (2)o ,t.(s%_m aaNOtE mom 8/1) 9/ EQURE D CON—CR L I MIME 00 0: 0 411 0 so 1. FOR MAXIMUM FRAME & O.LO. 4& 067 SEE SCHEDULE ON SHEET FOR ANCHOR'S CONCENTRATION NEEDED AT STI =RW& LES/SOAK;fs-.140 SEE SCHEDULE 04 SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 0 000 It 090 0 • . ration Salo um bw cam • FLORIDASUlWIN000D9"&V81QdWKMWM NOTE skill) PP2I9G 11000 HIGH WAOT OWDING QLASS DOOR a tdla,INC. =ft, * 4 m-si aM-6005 806 tTE APPROVAL) EXTERIOR ^ . ration Salo um bw cam FLORIDASUlWIN000D9"&V81QdWKMWM PP2I9G 11000 HIGH WAOT OWDING QLASS DOOR tdla,INC. =ft, * 4 m-si aM-6005 12 12-003 sm to OF Is 1 © Y i ., 43/ Cy 1� , © w• r• ,�� .R•H•2 � � � � 'moi\�.... r ��c� r!� >�C�)i'�1� �r.��>l.-, �' �' I r •x ' K� � I � : a . � � ��l t�� V.TI. Nti .f• + •1 I 11 • ' 1 -al (^ . I Ir 1Y:• :a. ... J y • � R�� r�Ri-E'"� '�•_z-li3Ri'fn.�� dfE J¢k'rl'f-hS-S' S>�L� I � � /^ � I «�� :rrr« •�� iYlra�r. -'� p �, ,r C it r '� l'�L- ��_ �L• S_ ��r-�^�i s� � C lir, o uw FIVE W-1,�,r<<� _ � Im a �!� ,. _ _ Ai \_ �! it . • 1 MAXIMUM FRAME & DILO. SCHEDUI.E ON SHEET 4 � iii � � • � �� _ I - I;li L 'r I tr■t Yrr' FOR r. eI SCHEDULE ON 0 fle td X OPERASIE PANEL D.L.O. EE NOTE 1 RWMED 80.01 " POURED COMMEIE OA coNaltEYE fILOCf< I�o'a i MM sraer"� I ix P.T. WOOD "m (SEE NOTE 8/1) • �� ra wAu. ALUMwuM ALLOY eow-lb L4AMI OAOE WUNTT' APPROVED MWON 3 SEP. APP=K) i m 7 3° f�4• aaav0 � Maz¢ssnI 1A%. SHIW (SEEN �I . . 48 3jtt1°' fsax. PDOPANtR. Ytfirti 114E MH (SE£ NOTE 1 INOIOATED SELW4 ALU ULUON • ! • i • • i i - ,�,��rr - • • ,,t�''�; Q��1'iLC%T I 'FI.OF iQ4 • i��u.:��d �C�lX ,`�: f♦•♦Jf;.♦.•♦• o 69M8TLLftCOM i8 T3g()Ot 1. FOR MAXIMUM FgME & D.L.O. SCALES 3/8°=1' ` S� T 7 ' t +• SEE SCHEDULE ON SHEET 4 t D• qA 18 ROCCO,..". & FOR ANCHOR'S SPACING • • • • SEE SCHEDULE ON SHEET' 7A. • • • • • • • • • • • jy�C / ` e T881Ein�4 va • feb 2. SUBSTRATES CAN BE COMBINED ••• • • �bO'•• �ti�� .�.� LO AS APPIJCABLE. • • i • • • • 0 i • • • i • • --one 0:0 Iv1 tQ , sstb� q I 000 i• •i ••• •i• ••••� .gODucrRmcwg6 a doplyt w8h the Floft %lding Code yyp pim ,z*d`!7i :�iii►W : _��Ti . �-&- IR (FtlAh VelOdty Hurti"" Zone) uN1 MMS QM ' aeovmiT 7e "' ot/tof" WaLrytH• =14 oWc af� 12-QOS ' fn8rmvo No 'ts• ar fo ■w w�r�rr� ��si�_�w1�/lnrill�� I•��n• 0 JI • :a PONO •,I II ♦ 11 1 :a ♦ i s " POURED COMMEIE OA coNaltEYE fILOCf< I�o'a i MM sraer"� I ix P.T. WOOD "m (SEE NOTE 8/1) • �� ra wAu. ALUMwuM ALLOY eow-lb L4AMI OAOE WUNTT' APPROVED MWON 3 SEP. APP=K) i m 7 3° f�4• aaav0 � Maz¢ssnI 1A%. SHIW (SEEN �I . . 48 3jtt1°' fsax. PDOPANtR. Ytfirti 114E MH (SE£ NOTE 1 INOIOATED SELW4 ALU ULUON • ! • i • • i i - ,�,��rr - • • ,,t�''�; Q��1'iLC%T I 'FI.OF iQ4 • i��u.:��d �C�lX ,`�: f♦•♦Jf;.♦.•♦• o 69M8TLLftCOM i8 T3g()Ot 1. FOR MAXIMUM FgME & D.L.O. SCALES 3/8°=1' ` S� T 7 ' t +• SEE SCHEDULE ON SHEET 4 t D• qA 18 ROCCO,..". & FOR ANCHOR'S SPACING • • • • SEE SCHEDULE ON SHEET' 7A. • • • • • • • • • • • jy�C / ` e T881Ein�4 va • feb 2. SUBSTRATES CAN BE COMBINED ••• • • �bO'•• �ti�� .�.� LO AS APPIJCABLE. • • i • • • • 0 i • • • i • • --one 0:0 Iv1 tQ , sstb� q I 000 i• •i ••• •i• ••••� .gODucrRmcwg6 a doplyt w8h the Floft %lding Code yyp pim ,z*d`!7i :�iii►W : _��Ti . �-&- IR (FtlAh VelOdty Hurti"" Zone) uN1 MMS QM ' aeovmiT 7e "' ot/tof" WaLrytH• =14 oWc af� 12-QOS ' fn8rmvo No 'ts• ar fo W L 17 .di 3/18° WAX. FIXED PANEL E HOTE t Iw1c= BEU t/4° d� Z(2 9 OR i I . Sm , UA1LSUCK 9FJSN'n 1 4'-D' ai! 8/1) " -`9 1/'t` WAX. OPERABLE PANEL MD111 PANEL VADTH U1Dm (SEE NOTE I DiOICATED 8EIAV)----- . �� VX% (SEE 5MI10- C-�iX�) -STEEL MIUR StY, OT'HEFlS SCALE: 3/8°=i° • • • 0SUNSTRATg � • • A -y0 Y!A 1NOam OR \�ldWIWUld/tVAU. 9 3/10° UM FIXED PANEL THICKNESS. \ D.LO. F — `*Ism NOTE 1 8ftDmm am I a4(2 r4f;tuW tsoe N 1 91D1cA Oft 1 D1x0V+) I 49 1/4' WAX. OPERABLE PANEL VADTH ' VX% (SEE NOTE 1 INDICATED STEEL. ME1ABEa � • • • 0SUNSTRATg � • • • •• • •• •:D, • d • 1 • FOR O. MAMSCHMULE SCALE 3/8°= I' `V4 SEE OWN SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A.0 • • 0:0 • -00 ••• 2. SUBSTRATES' CAN BE COMBINED AS APPLICABLE •. • ; 9 0 • • • • •000 • • • i • • so • a 90 • • • •• • • • • • •• • • • • • • ••• • •• •• • • ••• • • (-POURED GOHCRETE OR ` CONORM BLOCK REGb. wm .0'L. .1� Ssf4 �tt.°HI• 2)@ j IA i pie Ix P.T. W NOTE 8/t �ouaED cLaNca�/.. � �c eL:�cK 1/8' ECMW11L1 UL M=mS AILUM NWA ALLOY 0083•-78 WlAAfI DADS OOUNfY APPROYEO;MULLION (UNDER SEPAtWE APPROVAL) 3 3 z I i (�Q i i W� WA%4tTHAd � bLmmlmum MULLION SUN== i E 02042 tataao W& ',SERWI: Paas I UL 9 Mease. mw 'ramp oamm Men: "DUCT RENEWM As cAmplying with the FTae1At 40 dhtBC°de 4mptante No,( hatiaa Date /$ 40201 Prod • i• i+de ih�u � Dwe couNrr ABLNLDINGCOD2 (High V•iOWmt91hf9R9Z9De) U U�PAC7'SLIdIN00LA8 DOOR : AaRiu� • 22o w2nr Te'Ifow 01/pniefa xwsu�t tti 33ota FAW t�D aan-E89S " 12.008 DW919t0 he m. ' to '. sttdu u ay 0 DLO. HOTE 1 INDICATED t t BELaI� L{2 ® OR 30 1 1 opEtmiz PANEL Ptm------4— 4� =--FRAME wzu (SEE NOTE t tNOIww BEL")-- - �Xi'ER1aR SAN C -g W i so" 3/r. to D.L.O. ` XSEE NOTE 1 INDICATED NOTR S/1) mra ftNORETE/ �pt tI026% I== am. 'ROBUCf RENRtti6B a camptting rrlW the Flortdt 9oldingCodn Acccptndce No EkplroHont1a Byy nilnml P w" mm cum rt/4" {sEE TE t WDICAT SFS m L{2 �J OR 'yam_ 1 SHIM 41; m 1 tiTHCe110 Zone) 1/d" b!A)L OPERAALR PANEL (SM NOTE 1 EIDICATED to lau as TEES L. MEMBER ••9 0 of/to/ta , 9lJe ••• FJj : ••a • , F' �gv9g�9g-SM NOTES: ��,Yi�•" �s � r"_6� i �� • 12-003 SbALFl 3/3 • • • �' 1. FOR MAXIMUM -FRAME & O.L.O. 9�Et 14 9f 19 ��aS SEE SCHEDULE ON SHEET A. & FOR ANCHOR'S SPACING • 3 SEE SMEDULE ON SHEET 7A. • f • • • • f • •: 000 2. AS APPUCABlCCAN BE COMBINED • •. i • i i • • • +•�. . •f• •• ••• ••• f• to ••• • • • • ••f • • • •• •• • • • • • • 000 f • 0 ••• �• •• NOTR S/1) mra ftNORETE/ �pt tI026% I== am. 'ROBUCf RENRtti6B a camptting rrlW the Flortdt 9oldingCodn Acccptndce No EkplroHont1a Byy nilnml P w" mm cum lA SUII.DINO 0000 (Wo VefoNt . tiTHCe110 Zone) iIQHIMAA0T8L113INGGL"SD00R to lau as 'A8p vlmw va ROAD of/to/ta , 9lJe HWJAH, FL. 33914 RM911Et (o 33�0p5g)� , F' �gv9g�9g-SM enrw9eo eroVoryicoL 12-003 o A tlaAvmro Ho r a 9�Et 14 9f 19 CR t4, L �9. 3199 MEMIPR WWRA19 NCCEM 1. FOR MAXIMUM FRAME & D.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A, z ASS CAN BE COMBUJED AS APPLICABLE. 3/10° 66410. FIXED PANEL av�x �.—�— A•..o- aux.------ FWIME imm {SEE NOTE 1 g9D1omm �p EX}' c}nia CQQXX� • SCALE7 3/8°=1° 3/10° wx. FIXED PANEL I:2)(2�OR .'O ,t MAx I Dg UK —�---�-••�•e"RMIC 1flD1tI tsEE NtliE 1 6VIXfYOED BELOS�, SCALE: 3/�°' • • • • ,, • ',1 • ••• 000 0 • POURED CONCRETE m". OPEfW5I.E PANEL fAuu N n6ommitENE61t is T"fdvingalW th¢ Ptad& 90ldIng cwa 4¢wplencO N¢� Eaplralloa Pal¢ itg • R"Wado �O�,t�r�N�isFbr➢b. • 1y .10 a: awn aaa�.cDlAur ]W00009 "oh VelodtyM11Mogne zone) �acr!NaeGassnnoa "`� r 20D YaST 9a ROAD GI/200/12 FL 33014 PHOND 300 680-8103 IZ003 a Oab�Q10 N¢ f arr. a. • avp�a sReea 1D a ig . 1 19. W 8 WMI 001- I Y DSOtldC 1• 1, ( AlA%. t INDICATED DEt 0 (SEE NOTE 8/1) . 19 3/18" MAX. MED PANEL UIDM �SF�W. COENFORa1�'f00THE1� AS.T.M. A -9Q0 A-DS3 OR 91 a, T� 10,10101- -49 N 8 3/18" MAIL MED PANEL WID* STEEL—MEMBER All9STRATE NQT1wSs 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A, 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 0 ,/4' wy. OPERA9LE PANEL DLLo- .EE NOTE i INDICATED BELOrNI ---FRAME WIDTH (SEE NOTE 1 NDICATED DE1.04 - �'1'ER10R M.110 . C -C OX`.) SCALA 3/S"=1" 1/4' MAX. OPMAELE PANEL WIDTH EE NOTE 1 INDICATED SElX41-- W, 43'C,�al� �• r �sb'�'lIIteooeaggoLaom '�'�� w6A t�a aSf9i'& a 7 i :tTL°i 8asbraplpleg p31y ihil Rotdleg Cale 4rcopmate No I.o.aa Unts Dy 611emi Ode P6dEC! ' Pp- ulwu WE C?Lwy ;Oom(F mewlDDllyHumompne) D51N(3 cam boon 40 r. no nl/to/ta aen rms1• � R°AD °� 1MtEAR. Fl. 3SCtd PH8N4• WS-8103 �%e P 12-008 °aawmo No � o� SBEG S° OF l8 $�I y� �• r �sb'�'lIIteooeaggoLaom '�'�� w6A t�a aSf9i'& a 7 i :tTL°i 8asbraplpleg p31y ihil Rotdleg Cale 4rcopmate No I.o.aa Unts Dy 611emi Ode P6dEC! ' Pp- ulwu WE C?Lwy ;Oom(F mewlDDllyHumompne) D51N(3 cam boon 40 r. no nl/to/ta aen rms1• � R°AD °� 1MtEAR. Fl. 3SCtd PH8N4• WS-8103 �%e P 12-008 °aawmo No � o� SBEG S° OF l8 ar � •<a n. r ° �) � � r •, �� 6 3� ey ° 3! fi , w' � � s �i► U © (�` i I li; i r�N.iAlr rrr� �r � �� w��• ii, �,w �''�.. wr• ((y y 1�a , �11 `1 � rrssrr rrrrrrr' �1rIMEii4 ' 11 1 �J�� k ��:'r.`� � • O � �`� � 4� iz�.::.,rta� �+szc,i»`-'SNS � -,l � 'Y - �� Mi�Oti 'f' �' � �D �I1�'i `� r�'IMII!!e�ll�■ � � � �' +LiO � "__�_• .: p as r ra � r..7'.•: '111 �1 1 _ � .1 if, _' i Ia••� . ,i � s sur. ar':a, s's ri-,T.� ;� :•'i�• a� 1� ' ■•►��w■r� ■wig' ••��r ■ in �•� M , • i . . ar na • r ' ii'. OMAN— VAN N 147 1. FOR 9, ,'SEE SCH90ULE Trr r . FOR ANCHOWS SPACM �..ITdti�, .wry: 370f =� rrr SEE SCHEDULE ON SHEEr 7A. BE clivifsAlim • ;� . � ks orir��w�sxrm�•¢r?� i�nrrw��rir • � � ,, dr�r�.wMirrwrwc•Irirrr•i��[lrw' I.DS. &(2) 110 :' 1�1/�{°•P. I ' at (2) x 1 .1/4" P.B. SAS • ,,,rads 31 COM: SD100x6 R smmtt emcm 21 (2) 0 x 1 1/4° P.H. US •(( a1 ' ?t2)M x 1• F.H. S.O.S. . (NON' OPE ABLE PANED) { a1 SCAC6 9 J4 m t° S E Ile o I' S • •. • ••• k Of ••• • •• •• ��I, Iii I , �''� � � � �,, .�•, —' atuwma 0204.10 y ��? de ra WWI pADE o=nv ( FLORDARUILDINGOOOMP(Hl9h vow ly Hummm Zone) •341210.m MlK i$£RfES 11d04HIflHIMPAQi9t1DINO 41,A88D�R a no.• //�s zoo sw 70 � DNE •n ®6t�16. PHOM OS F•ND 30S OSS -em �.�cnae�-a�opoye�7lgy.� p .:mw• n ax c IDA IJe. 43ie7 g , au a m e f M= 15 w to 0000 0000.. 0000 f f f • 0000.. • 0000.. .e.... . .. 0000 0000. •• • • • 0000. 0000 0000.. � f ..te.: ... • . .e e .+