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Miami Shores Village �FT .D Building Department MC2 5 2014 �Oy 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY INSPECTION LINE PHONE NUMBER:(305)762-4949 Fl on BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING F-1 MECHANICAL ❑PUBLIC WORKS F-1 CHANGE OF CANCELLATION [:] SHOP nn,, CONTRACTOR DRAWINGS JOB ADDRESS: 301 1A E 100 L reA--�- City: 9 Miami Shores County: Miami Dade Zip: 13 9 Folio/Parcel#:I -;U1)(0-015-EG-Vic) Is the Building Historically Designated:Yes NO %/ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: �nti OWNER:Name(Fee Simple Titleholder): Jtt-% r ` 0-uyibi iu, Phone#:5305��r79- 91 -0 Address: 301 y1 E 10� S /e�+ City: In(aMI 9h o re-'s State: Fi- Zip: Tenant/Lessee Name: Phone#: Email: I,, CONTRACTOR: ooCompanjy1Npme:iA*- 5 l _®/�1(1�S AC�Q1� Phone#: ��-' (0'8(0`�' Address: 10 0 , y v� v 1 I T'-vf'i #-3f City: m I'1 State: FLP Zip: �3 1 3 Qualifier Name: A d r�Q yi S kp kir d Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 00 - Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: ` C f 1n► d0r00 I Twnad ws ' a bwenlnA o� 6F 'S40 Pn�,l —� Specify color of color thru tile: ��y Submittal Fee$ . ®® Permit Fee$�_ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 6;) °;z a 4 ♦ J Bonding Company's Name(if applicable) Bonding Company's Address r I I City State Zip Mortgage Lender's Name(if applicable) Q Mortgage Lender's Address n City State 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. r- Signatur Signature OWNER or A EN CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of^�UWL .20 by day of 20 by 1v S � s �rmsonallyto G who i ersonally known t me or who has produced L. �• 1- • as me or who has produced PZ- • as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig S01: 1 01 Pri t. G a- Pal: '••���f •., WDEAJURCHEIA S 'lkln JURCHEiA AUDEA+_ AdY:*..WMISSION#FF 011049 e .? MY COMMISSION#FF 011049 7 SIRES:July�,2017 ' EXPIRES:July 22,2017 ��+ft,§•,° eo: r`.m ray Public Undem@ers ��;R� °�''� Boal Ttw reran a-c U-aere�a APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 613 Local Miami—Dade Countv, Slateof Florida �7IS 15 NOT A BI -DO NOT PAY 5643201 14APARMOCATUM « EXPIRES A & S CONSTRUCTION AND MANAGMW INC RENEWAL SEPTEMBER 30, 2014 IN 1 WASHINGTON AVE 3H Aust be d4h*W at place of businew MIAMI BEACH F. 33139 Pwamn to Qx"Code - 9&t0 OF N PAY 1# D GEN Y TAX C1 1 9/2 1�. E 1 332 ✓ j }J,&��4 ifgd�Yq� Uk fA a`fi eau. don f to4€ avow asoMm NOL C @� .... .. S A� CERTIFICATE OF LIABILITY INSURANCE �07/15/201�4) 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 INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)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 GONTAOTNAME: Lisandra Gonzalez Insurance To Go Inc PHONE E i: (305)826-0224 FAx N0: (305)819-0062 10651 W Okeechobee Rd ste#201 ADDRESS: lisandra@instogous.com INSURER(S)AFFORDING COVERAGE NAIC 0 Hialeah Gardens FI 33018-1911 INSURERA: ASSOCIATED INDUSTRIES COMPANY INC INSURED INSURER B INSURER C: A&S CONSTRUCTION AND MANAGEMENT,INC INSURER D: 1881 WASHINGTON AVE#EH INSURER E: MIAMI BEACH FL 33139-7408 INSURER F: COVERAGES CERTIFICATE NUMBER: 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 DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSRR TYPE OF INSURANCE POLICY EFF POLICY EXP N POLICY NUMBER MM/DD MMID LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAUE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE �OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 17 POLICY JE PRO LOC $ AUTOMOBILE LIABILITYBINED SINGLE LIMIT $ Ea acddent ANY AUTO BODILY INJURY(Per person) $ ALL OWNED TO ED AUTOS ABODILY INJURY(Peracddent) $ HIREDAUTOS AUTOS NON-OWNEDPROPERTYAGE $ UMBRELLA LIAR H OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION wC STATU- OTH- AND EMPLOYERS LIABILnY T Y LIMB ER ANY PROPRIETORIPARTNER/EXECUTIVE YIN NIA AWC1027834 12!02/2013 12/02/2014 E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? 1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Rernarks Schedule,K more space is required) As Provided for in section 320.02(5)(E)Flodda Statutes,The listed insurance policy(S)or surety bond(S)may not be canceled on less than 30 days written notice by the insurer to the department of highway safety and motor vehicles,such 30 days notice to commerce from the date notice is received by the dept. CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE 9 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE b ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD ACORD® DATE(MMIDDNYM CERTIFICATE OF LIABILITY INSURANCE 7/18/2014 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 INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns 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 endomemen s. PRODUCER VMNEcT Maria Martinez Coastal Insurance Group PHONE 305-887-5999 FAX 305-887-7809 E-IIIAI150 Westward Drive Miami Springs FL 33166-1660 ADDR .mmartinez@coastalinsgroup.com INSURER(S) AFFORDING COVERAGE MAIC 0 INSURERA:Colony Insurance Company 39993 INSURED INSURER B: A&S Construction&Mngmt Inc&Bruno Shepherd INSURER C: 1881 Washington Ave Suite 3-H Miami Beach FL 33139 INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:802906624 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 DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1NSR.TRR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP LLIMITS A X COMMERCIAL GENERAL LIABILITY Y GL3283617-H !1/2014 /7/2015 EACH OCCURRENCE $3,000,000 CW MS-MADE a OCCUR DAMA E To RENTED PREMISES Eaoccurcence $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $3,000,000 POLICY❑JJECOT- �LOC PRODUCTS-COMP/OPAGG $3,000,000 OTHER: $ AUTOMOBILE LIABILITY N ED SINGLE LMIT erd I Ea aodd $ ANY AUTO BODILY INJURY(Per person) $ AAULLrQyVNED SACUTOESDULED BODILY INJURY(Per accident) $ cOxSi ANON-OWNED PR PERTY DAMAGE HIRED AUTOS AUTOS Per acct $ UMBRELLA LI1B OCCUR N EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LL401LI Y YIN STAT TE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ MI OFFICEREMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is requhed) COMMERCIAL GENERAL CONTRACTOR-Additional insured for U156-0310(all persons or organization a required by written contract or agreement) CERTIFICATE HOLDER CANCELLATION 30 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights nerved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ws Au '.I151011 iJ dlN4tt,j a4IC4L�' LAI �ao MeQs dJ Y� Cl/�'ie� inlr� 3b vk ta.n ,j Shy �CL2014 ' t A George Sauvigne 301 NE 102 Street Miami Shores FL 33138 Opening ID Product Approval Type of Opening Location Zone Width Height 1 12-0402.03 French Door 4 39 86 2 14-0403.09 Horizontal Roller 4 37 52 3 14-0403.09 Horizontal Roller 4 37 40 4 14-0403.09 Horizontal Roller 4 SS S2 5 14-0403.09 Horizontal Roller 4 55 52 6 14-0403.09 Horizontal Roller 4 37 40 7 12-0209.07 Steel Panel 4 19 48 8 12-0209.07 Steel Panel 4 48 48 9 14-0403.09 Horizontal Roller 4 37 52 CITY Horizontal Roller 5. 4 - 110py ;0_ 6c v o n �3 > M z M o m m ® Hight 18' -o ° o -1 M ° _ 2 71 =9 fit z K Q z a � IS7-) `r m M v •• •• " •• Front$3 '•: 4n: m 1 Dour • • • • • • • • • • 0 ••. • • • Property Search Application- Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER ' ,x, ' Summary Report Generated On :6/25/2014 Property Information Folio: 11-3206-013-5050 Property Address: 301 NE 102 ST< Owner GEORGE A SAUVIGNE Mailing Address 301 NE 102 ST MIAMI SHORES, FL 33138-2428 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT x Beds/Baths/Half 2/1 /0 Floors 1 Living Units 1 Actual Area Sq.Ft � Living Area Sq.Ft " r Adjusted Area 1,735 Sq.Ft Lot Size 11,400 Sq.Ft Taxable Value Information Year Built 1938 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $50,000 $50,000 $50,000 Land Value $238,935 $211,762 $163,788 Taxable Value $133,6891 $130,975 $127,950 School Board Building Value $117,633 $117,633 $133,179 Exemption Value $25,000 $25,000 $25,000 XF Value $6,232 $6,310 $7,324 _._._... .. Taxable Value $158,689 $155,975 $152,950 Market Value $362,800 $335,705 $304,291 City _. Assessed Value $183,689 $180,975 $177,950 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $133,689 $13Q,gJ5 $127,950 Benefit Type 2014 2013 2012 Regional • • ••®•,�" . . Save Our Homes Assessment _ Exemption Value $58,000 $50,90 •1 0 JDQ Cap Reduction $179,111 $154,730 $126,341 Taxable Value $13341. $130,975 f127 950 Homestead Exemption $25,000 $25,000 $25,000 Sales Information •••• ":'�. Second Exemption $25,000 $25,000 $25,000 Homestead Previous OR Book- •• ...... Price Qualific•aTidrT Description . Note: Not all benefits are applicable to all Taxable Values(i.e. County, Sale Page ••• . School Board,City, Regional). 04(01/1996 $143,020 17187-3901 2008 and prioWy I;Ues;Qual'by" • • • • exam'Qf deed • ' ' .. ... . . . . . .. . . . . . . . . ...... Short Legal DesCjiptiop; •'; ; ; ;.; '. �• 4f01f1963- $115,0@0 15890-0471 2008 and priory�� sales;Qual by •• • • • •• MIAMI SHORES S£e 1 ,tfe1D PBexam of deed fO-7Q ' ' " LOTS 13&14 BLK 37 2008 and prior year sales;Qual by � •�• exam of deed 1�/01�X990 $99,000 14830-3135 LOT SIZE 100.g00 X 114• . . . . . • OR 17187-3901;Q496 1; . . . . . . : : ;•: ; .. ' • 2008 and prior year sales;Qual by • 01�01:X988 .$•91,ODO 13554-1332 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County asswmes no liobiky,so%fulldisclaimer and User Agi*eemont at[Jp1/w1w.W}�a' �ni(:ade.gQv/info/disclaimer.asp (http://www.miamidade.tov/idfo/dis4ai�or.3sp). • • . . . . . : : : . : 000 Version: ..• . . . ... http://www.miamidade.gov/propertysearch/ 6/25/2014 " 1% . 04109=1 2-4:48pm gebrlels FAO1 Project FilesL2010-MPSWOO Wind Charts\Ref-ce100-MPS10400 Series C&C(C-wd).dwg • • ••• • • • ••• 2.010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND �E�.bC Ty =. 1�,�jPH MRH :5 60' t I DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE D BASED ON Kd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRIJCT000 • • LONSrFOR TBL USE-. •: : • Roof Tribute Area Ft Roof Tribute Area Ft) 1.TABLE A I NDE TO ORSTiCASE•IitRSSURES.'WORSTCASE'IS Height 10 15 20 25 30 fight 10 15 20 25 30 35 q0 45 50 DEFINED T C WN VARIABLE AS DESCRIBED BELOW. USE THESE TABLES. -49.1 -47.9 -47.1 -46.4 -45.9 50.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 . 2.TABLES VALID ROOF HEIGHT AS LIMITED ABOVE. 0-10 ft +45.3 +44.1 +43.3 +42.6 +42.1 0-to ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 100 S INEER AS A SITE SPECIFIC CONDITION. -50.0 -48.7 -47.9 -47.2 -46.7 "' -61.7 -59.2 -575 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 4.IDENTIFY THE B ft^ F HE;grT.IF THE MEAN ROOF HEIGHT lift +".1 +44.8 +44.0 +43.3 +42.8 11 ft +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.21 CANNOT BE IDE S.ALWAYS ROUND UALUE OR CONSERVATIVE ASSUMPTION. 50.7 -495 -48.6 47.9 -47.4 S -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 6.CALCULATE Ri E ING I%QUESTION(HEIGHT•WIDTH)OR 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 1.9 ft +46.8 345.5 +44.7 +44.0 +43.4 +42.9 +425 +42.2 +41.9 THE SPAN LENGTH HE H EPFECTM WIDTH THAT NEED NOT BE LESS -51.4 -50.2 -49.3 -48.6 -48.0 _ g¢7� -63.5 53.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 THAN ONE-THI OPENINGS ONTHE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY {jp L- 13 ft +47.4 +46.2 +45.3 +44.6 +44.0 +43'Y +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 AREA OF AN OP E, CRITICAL(10 SQUARE FEET)SHALL -52.1 -50.8 -49.9 -49.2 -48.7 -48 54.3 51.8 50.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 BE USED.ALWAYS RO f0 THE LESSER TABLE VALUE.FOR LARGER 14 ft 14 ft TRIBUTARY AREAS B SH D, GEST PUBLISHED VALUE. +4&0 1+46.8 1+45.9 +45.2 +44.6 +44.1 +43.7 +439 +43.0 +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 7,IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 52.7 -51.4 -505 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 55.1 52.5 50.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 ]5 ft +48.6 +47.3 +46A +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -485 -46.2 55.8 53.2 -61.4 5 8.8 0.0 5 -56.2 -555 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRECfWffW LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. • • 16 ft ,i49 ,4 2 +47.9 +46.9 6.2 4145.6 +45.2 +44.7 +44.4 +44.0 16 ft +49.2 +47.9 +46.91+41% +44.0 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DRSION*D BY A •••• FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOP-AL:MNIOIPALITY PRIOR TO TABLE USE. 17 ft -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 ft 56S 53.9 52.0 8 -56.1 • • 000 • • 1492 +ag.a +a7.a +46.7 +aEl +45.6 +45.2 +44.8 +44.5 +49.7 +4s.a +4za .8 +44.5 GENERAL NOTES: •••••• '•i •••• �ft -54.4 -53.1 -52 2 -51.4 -50.8 -50.3 -49.9 -495 -491 18 ft -67.2 -64.5 52.7 � 7.4 -56.7 1.TABLES ARE 70 BE USED IN CONFORMANCE WITH"AqLLL�,O�WABLE STRESS DESIGN +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 +50.2 +48.9 +47.9 +44.9 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND GfUC�T2R@A PART 1 OR 3,(SING THE • 53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 57.8 55.1 53.3 -6 -57.2 CRITERIA AS OUTLINED HEREIN. •••• 19 ft 19 ft 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIN 1 FOR h1/TNC1*SPEED ANL} +50.6 +49.3 +48A +47.6.+47.0.+46.5 +46.1 +45.7 +45.3 +50.6 +49.3 +48.4 +47.6 +47 .1 +45.7 +45.3 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE F f&C RR ASSELE3 •• -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 5&4 55.7 53.8 .7 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR USE ONLY. ESE TAB 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 20 ft +51.1 +49.8 +48.8 .5ml, 5.8 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE�Q��jQ�NT(GCpi= R USFy•i•• WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE C IC�(DfRjC ONAL Fq(.T�WITH 56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -517 -51.3 -50.9 59.6 56.8 54.9 53 5&7 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCIiYiFiUBgICANE ZON aT FOR••••• 22 ft +52.0 +50.6 +49.6 +4&9 +48.2 +47.7 +47.3 +46.9 +46.5 2I ft +52.0 +50.6 +49.6 +48.9 1+48.2 +47.7 +47.3 +46.9 +46.5 WALLS AND VERTICAL SURFACES ONLY. • 57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -521 -51.7 70.6 57.8 55.9 54.3 53.1 52.0 51.1 50.3 -59.6 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIRL(0RM AWING. THESE TARLES ARE ONLY • VALID WHEN SIGNED&RAISED SEALED BY FRANK L.MENNARDS,P.E. • 24 ft +52.7 +51.4 +SOA +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGMWIND PRNSSURES AS USTE4•••• 58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -71.6 -68.8 56.8 55.2 54.0 52.9 52.0 -61.2 50.4 USE OF THESE TABLES AND CO Mr.WIND LOCITY EXPOSURR MDSTNER N • 26 ft 433.5 +521 +51.1 +50.3 +49.7 6 ft +535 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +4&3 +47.9 COEFFICIENTS LISTE VE D BY THC GOVERNING BUILDING DEPARTM R APPLICABIJM. OF TABLE•0000 58.8 -57.3 -56.3 -55.5 -54.9 - 72.5 59.7 57.7 66.1 54 8 53.7 52.8 -61.2 VALUE USE IS OFFS --, ••• • ft +54.2 +52.8 +51.7 +51.0 +50.3 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 S.THIS AnCC TRE j TT ANY PRODUCT APPRO�D CERTIFICATION. RE MlTTED TEST CRITERIA OTHER -595 -58.0 -57.0 -56.2 -55.6 -5 -73.4 -705 -685 -66.9 55.6 545 -635 52.7 52.0 APPROVALS FOR D MATION AND APPLICABILITY OF THESE TABLE 30 ft 8 +53.4 +52.4 +51.6 +50.9 + 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 VALUES WHICH IS T CCORDANCE WITH GOVERNING CODES. 6.ADHERE TOIL M ORDINANCES. 33 ft 50'5 -59.0 -58 0 -57.2 -56 5 -5. 33 ft 74.6 -71.7 59.6 56.0 56.7 55.6 54.6 53.7 53.0 7.NO CERTIFICATIO OF THE HOST STRUCTURE. +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 9.9 +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 8.EXCEPT AS EXPRESSLY ,NO ADDITIONAL CERTIFICAT3W pR 51.4 -599 -5&8 -%0 -57.4 -75.8 -72.8 -70.7 59.0 57.7 56.6 55.6 54.7 -63.9 AFFIRMATIONS ARE INTENDED. km;4R9 ease• • 36 ft +56.6 +55.1 +54.1 +53.2 +52.6 I +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 a=10%OF Ry, PEAK ROB 52.5 51.0 -59.9 -59.1 -5&4 -57 - -77 2 -74.2 -72.0 -70.3 59.0 57.8 56.8 55.9 65.1 WHICHEVER IS SMALL QF TiO4ZONTAL •• • 40 ft 40 ft DIMENSION OR 3FT(1 I QUESTION.CONSULT • +57.6 +56.1 +55.1 +54.2 +535 +53.0 +525 +52.0 +51.6 +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +525 +52.0 +51.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATiowmaR LRRED. • ROOF••• • 53.8 52.3 511 50.3 -59.6 -59.0 -58.5 -58.1 -57.7 -78.8 -75.7 -735 -71.8 -70.4 59.2 5&2 57.3 56.5 ROOF 45 ft +58.8 +57 3 +56.2 +55.3 +54.6 +54.0 +535 +53.1 +52.7 45 ft +5&8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 0004040 YLR� HERMIT:004 soft -65.0 53.4 52.3 51.4 50.7 50.1 -59.6 -59.1 -58.7 Soft -80.2 -77.1 -74.8 -73.1 -71.7 -705 59.4 5&5 57.7 0 0 +59.9 +58.3 +57.2 +56.4 +55.6 +55,0 +54.5 +54.1 +53.7 +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 •• •• ® •••• 56.1 545 53.3 525 51.7 51.1 50.6 -60.1 -59.7 -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 59.7 -68.84 n I I • • `� •••• 55 ft +60.9 +S9.31+58. +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 ss ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 5 5 8 • • ' • -67.1 55.5 54.3 53.4 52.7 62.1 51.5 511 -60.6 52.8 -79.6 -77.3 -75.51-74.0 -72.8 -71.7 -70.7 -69.9 •• •• ® • •••• • 60ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 60ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WALL ZONE FIGURES ••••••�� •ISOMETRI • • a o SSS TSB ONOWU 2010 FLORIDA BUILDING CODE ENGINEERIN(F �' • G) REV-ADJUSTED HEIGHTS GSS TSB 04109/128 • i m" 3 ASCE 7-10,CHAPTER 30 r N - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, #106 " 0 wz z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m g to O THUS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PH:(954)354-0660 FAX:(954)354-0443 40 I'J p E AND ITHOUTrwuENCONSNOT BE ENTODucmKLBENN IN WHOLE RRP.P - WWW.ENGEXP.COM z Z ,�D� � � LB ,RJr ASCE 7 10 Qii N a.TERATroNs,ADDmoNs.Hlaw(aTiltNc,oROTTmt N o N MARKW0.4TOTH6WpJNENTARE NOT PERMITTED AND CERT OFAUTH�886 { m TE oini cERrax,A M1AMF hIIAMI-DADS COUNTY ® DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE,(NOA) vnv v.miamidade.gov/economx Eco Windgw Systems,LLC .9114 NW 106 Street Medley,FL 33178 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 Having Jurisdiction(AHJ). 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 AHS(in areas other than Miami Dade County)reserve the right to have this product or material tested for duality 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 Co a Hi Veloc' H icane Zone. CRIl'TION:Series tEco-Guard 60" � = = ZAPPROVAL ndow—DOCUMENT:DrawingNo.W14-11 "Eco-GeumRolling Wdw.(L.M.I.)",sheets 1 through 5 of 5,dated 03128/14,with revision a dated 05!23/14,prepared by AI- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Ap rov a Notice of Acceptance_number and approval date by the Miami-Dade oduct Control Section. MISSILE IMPACT with Large and Small Missile Impact Resistant c um s a ear a permanen a el with the manu acture s name or logo, city, 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 thegq bas been no change in the applicable building code negatively affecting the performance of tlys product, '....' •••• • TERMINATION of this NOA will occur after the expiration date or if there has gw a I-evisidd bs change•••o • in the materials,use, and/or manufacture of the product or process.Misuse of this'1 M Its an endorsement of any product, for sales,advertising or any other purposes shall automatically terrhinate this N•OA:failure;0660: 00Vto comply with any section of this NOA shall be cause for termination and removal® { A. ••••• ..... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade*G3omty, Florida; and•'•"• followed by the expiration date may be displayed in advertising literature. If any4lf on of tgd N•OA is" displayed,then it shall be done in its entirety. ;••;•; •• INSPECTION: A copy of this entire N"A.aghalL he prov" tQ the user by the >panufacWe 8r its . • dis ib rs s i e v •••••• •t�' jt�S �� llal b .a ailRble for inspvc�ion��the.J©b•�si�e at tie r�guest of the Bb�kltn$Offcialf••• • 7l is NOS.eQ*ittsAf4fi:s page 1 and evidg� se pgie�;1,a*j;v j' gjproval document mentioned eve. Thb subilitk&d*►cwmen�a o�;%vas reviewed by Manuel Perez,P.E. • • . • • a .. . a . . . r1016 •0 :• 0 • • : • NOA No.14-0403.09 o •DADS • • Expiration Date: Juno 19,2019Approval Date: June 19,2014: Page I•a• • a • • • • ••• • • • a •• •• • a • •• •• i i • i i•i i i • i •a• • • • •a• • • • •• •• • • • a• •• •a• 0 0 • 000 • • } Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS , 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11,titled"Eco-Guard Series-60 Alum.Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/28/14,with revision A dated 05/23/14, prepared by Al-Farooq Corporation,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 FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Eco-Guard series 60 aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7634,dated 12/09/14,signed and sealed by.Marlin Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,,complying with FBC 5'h Edition(2014),dated 03/19/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. 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 og f2h.1116.•••��• 2. Notice of Acceptance No. 12-1231.09 issued to Eastman CheMcelComunpy AVIA) for their"Saflex HP Clear or Color Glass Interlayers"dated.V=13,expi?Mg on •••• • 04/14/18. F. STATEMENTS •" rii t..... ' .... ..... 1. Statement letter of conformance,complying with FBC-S Editj4ft.P014),m.of no •••••• financial interest,dated March 31,2014,issued by Al-Farooq Cmla K ion,sigried and •• ••• • sealed by .Javad Algin%ads P E. •• • ••"" ...... . . go .0 0 .. . . . . . . . •• G: : :CII'H�K .. .. .. ... .. . . . .. .. ... .. . . . .. ... 1. � bone. ... . . . ... ... . . Mai ue z,P.E. • • 000 • • .0. • .. • .0. • • • • Product Conti of Exa iner • •• • • • •• •• • • NOA No. 403.09 . .. : Z., . . . . . . . . .. . . . . . . ' �' Expiration Date: June 19,2019 Approval Date: June 19,2014 ... . . ... ... . . . . ... . E-3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. ... .... ... .. .... . ... .. ... . .. .. ... . . . ... . . . . . • . . . • • . . . 74 1/8- IYNDOW WIDTH 4 1/4°MAX • • • •• 1 e •• • HEAD/SILL • • • • • $ j CORNERS A J • •� ••• 1` i • • 1z • • ••• •• p, a r� m �j/• ji • • /f • • •• q J ciM I � B tz (�� 33 11/18" 33 11/16^ Mm MAY BE US� D.L.O.(YENT) 37 1/4i •• w • • • ?m{ • TYPICALEVA ATION •• • ••• p-.;3 e3 •• •••••• �P�i ••% 3 MAXIMUM DESIGN LOAD RATING =f Ab • z •••i (FOR WES SHOWN ABOVE OR SMALLER) — 60jeoABi •• d•J • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 0 •••• • w 8 ••• SHUTTERS ARE NOT REQUIRED. 1/8'HEAT STREN'D GLASS i/8'HEAT GLASS ••0••0 •• ••• ECO—GUARD SERIES-60 •• •• • ••:• .090"interlayer 090'interfoyer • ALUMINUM HORIZONTAL ROLLING {PINDOIY sorlex Gleor Ana color Gloss W Pont Butes to PVB APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE By'Eastman Chemkal Co.' BY'U.DuPont De Nemours&Co.,Ina' • • • 410000 COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER • • • • WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/8'HEAT STREN'D GLASS 1/8'HEAT STREWD GLASS • • • •••• MIAMI—DADE COUNTY APPROVED MULUONS IN BETWEEN. •• • • • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL • WILL APPLY TO ENTIRE SYSTEM. SILICONE p SILICONE ••• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE j m DOVE 699 Fz' DOW 899 NOTE: *•�"'� • •• • •••• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a �' GLASS CAPACITIES ON TI�LD•S�Ft& ARE •• ° � •� HURRICANE ZONE(HVHZ). iv o 42 iv22 BASED ON ASTM E7300�—�QQ99��3 SEC. GUMS) • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER \ ' AND FLORIDA BUILDUIG'CDAII�"ON •• `� •.• LOADS TO THE STRUCTURE OWARATORY STATEMB4 wDEC-219 ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS -- _ e • • Er*,AAVAD AHMAD •••• •• Q • • EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO Q o_ CML App mom AJ'MgRafe 4 1 38 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE to 10 FLA.PE. 70882 Florida• e •• •• NOT PART OF THIS APPROVAL. \ \ c.nM. Date .' •• .� •• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLYA91eml . et • � � ••• ALL SHIMS TO BE HIGH IMPACT,NON—METALUC AND NON—COMPRESSIBLE. GLASS TYPE W GLASS TYPE 'I3' BF drawing no. �• MATERIALS INCLUDING BUT NOT LIMITED TO STM./METAL SCREWS,THAT 5/16°OVERALL LAM.GLASS 5/18°OVERALL LAM.GLASS �A1 j • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE {� (t Y •: �` W14--11 .:. REQUIREMENTS OF THE FLORIDA BLDG.CODE. ING OPTIONS ••• �hlet t of 5 • • •• • •••• • • 0000• S y. • • ••• • • • ••• • • • • • • • • • • " WOOD Iffy '••;'�v. CH UETALORCSGNC u STRUCTURE • •• • • • • :'e:,d< v- d•e '' .• MIAMI—DADS COUNTY APPROVED • • • • •• • °4 EDSE OW.. ° t°4'° °• MULLION&MULLION ANCHORS • • • • • • a a' EDGE SEE SEPARATE NOAH • •.• • •• 0 :':o.•a:. DIST. • t 1 •t• d t7 s ' 8 TYPICAL ASEE ELEV. SEE ELEV. •• • •SEE EI.EV • • ••• •• ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS FOR SPACING FOR SPACING FOR SPACING tll s WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J J WEEPHOLES: TYPICq,L ANCHORS: SEE ELEv.FOR SPACING � W1 a 1/4" X 1-5/8'WEEPHOLES WITH BAFFLE AT 4" 1/4" DIA TAPCON BY 'Me (F.-120 t61,FY-02 KSI) � Y, FROM EACH ENO AND AT MIDSPAN 1�4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI,FY-155 taa) • 4 p W2 = 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES END AND AT MIDSPAN 1-1/2" MIN. PENETRATION INTO o • • a� °r° • •••• ww • tRU 18Y BUCKS INTO CONC. OR MASONRY • • •• a M rcZ • Q SEALANT: — ` MIN. EMBED INTO CONIC. OR MASO 000* ••i• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • 3 k'' JOINT SEALER DIRECTLY INTO CONIC. OR MASONRY •••.•• �$z • 1-1/4- MIN. EMBED INTO CONC. OR MASONRY •••• •• O d o •.•i 114 SMS OR SELF DRILLING SCREWS (GRADE 2 ch•••• • W w g ••• INTO METAL STRUCTURES • • STEEL : 1/8 THK. MIN. (Fy = 36 KSI MIN.) • • •••• ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) •. •• (STEEL IN CONTACT WITH ALUMINUM TO BE PLAT"QR,gVTEO) •• • • • • 1/4n Wk SELF DRILLING SCREWS (OWE s CRs)• • i•• ••.• 0 _ INTO MIAMI—LADE COUNTY APPROVED MULLIONS CAIN.=Mt+= 1/81 c •••i (NO SHIM SPACE) •• • • • • to is to TYPICAL EDGEDESTANCE •S 2 INTO CONCRETE AND MASONRY = 2-1/2" MIN. • INTO WOOD STRUCTURE = 1' MIN. • • • o 90:0 • © ,0sa • gym' INTO METAL STRUCTURE 3/4- MIN. 0..* ••• • •. .m •• a CONCRETE AT HEAD,SILL OR JAMBS f'c a 3000 PSI 1IMP•,•�.•. • . °< •..• i C-00 HOLLOW/FILLED BLOCK AT,JAMBS I'm - 2000 AV ice•• o 9;y N •M dFIA.PE i 70582Date fKo 0 °' vW, a fi IYPICAt ANCF1 tS 000 7 06E owe \ TyprALIANcHY,- MI • .•• FOR SPBtlG 'EV. v' ter rR SEE ELEVMAY ?094 �' drawing no.�j 1 •WOOD BUCK . . 1 4-1+•• ...- s L2of .. 0 . 0.0••0 ' 0000 0000 • • 0 •0 • s • ••• • • • • • • • • • • 00. 00 • • ••• • • • • ••• • • • • • • • • • 04 • �e • • • • • • as 1,4•x. © © O 00 •• • • • •• ••6 .. SO StDM VENT HEIGHT iN OD SUCKS •,$im; i i • 18 7 SHHIMS • ' TYPICAL ANCHORS • • • • 6•.4 @� •• > SEE�V •• • • • TYPICAL ANCHORS 12 v FOR SPAENG STRUCK d1 FOR SPACING e• • 9 METAL 's STRUCTURE -------------- 21 I26I` AL ANCHORS 4 DL OL OPG. _.I 3 4 EXTERIOR v FOR EE ELE. WINDOW v"" 0 • XO LAYOUT • • • jj°no • s••• • • • � s • •s oM� • 1 • 00•0s 0••3 pic 0000 006.• 0• 3 z • 0000 ••• O d'Q •6s0 • • w j 6.60 i Ol.� 1y •60 Mlaal-tMOE COUNTY0 • APPROVED MULUON TYPICAL ANCHORS 00:00:• • 000 SEE SEPARATE NOA SEE ELEV.FOR SPACING • • • • • 0 • • •04 •66• • • i • • • • i •it• M2 so a 0 • • • • •06• 0• • • 0 •6••6f • L < • 0000 • WINDOW V OTH YANDOW WIDTH • ••i6••MM • q • 0000 AIarAD FIJD`NS1g7a0gS9 4 a � III w it* •CIVIL mius se 111 0 A •• •1X14—D 1�• ••• • t'wc. • 666• mcont C*n 0 • m• • .• • • • 00 3 of • 0 • • 0000•• . . • • • • • . • . y .875 rE.2 .3241 r tm PART 0 QUANWff DR90R1P mN NARS M -M./9tA�PLIRR/RffitARSS t� •/t Eb3 1 FRAME HEAD !�Y.825 .082 03 2 EBI 1 FRAME SILL 3 E82 t SILL TRRAM WAMS • • •6063-T6 -.osB a Est as REQO. MOV.FRAME JAMB • • X83—re • •2.687 TYP 789 5 E51 AS REO0. FlXED FRAMME JAUB 8083-TB1.239 8 E54 1/VENT FIXEVENT AEEI G S 8083-T6 = 91I1____ t0 GUIZWG BEAD 7 EBB i/VENT VENT fAEERN6 STILE 8083-TB 9 8 EBB 1/wNT VENT JAMB STILE • 9083.78 0• #00 • b Q VENT TOP/BOTTOM RAIL 9 E57 2/VENT TOP AND BOTTOM PUL • STB - O n 2.133 10 E58 AS REM. GLAZING BEAD 063•TO• -• •• :- (� ib89 12 SL203P 2/VENT' SWEEP LATCH,AT 9-1/2•FROM TOP&L • - 6Q 13 $8 X s/8• 2/LATCH LATCH MT.SCREW Sr.STEEL. FH SMS 6g 14 E63 2/VENT ROLLER HORSING&GUIDE CELCON n! O FRAME HEAD 17 TV. .062 Is E64 2/VENT ROLLER BRASS - r( .875 -f 1.695 16 E85 2/VENT ROLLER PM ST.STEEL - M3T5 1.?S8� 17 #8 X 1• AS REOD. FRpME/VENT ASSEHBI.Y SCREWS CRS P.H.SMS 18 #8 X 3• 2/VENT FIX.RAL SU SCREWS(SILL END) CRS P.H.SMS • 19 W23181 AS REM PILE NRH INTEGRAL FIN W'STPoPPING ULTRAFAB —1.125—.625 21 AS REOD. BULB SEAL SANTOPRENE UURAFAB,DUROMEtER 85th () 22fk7 ASRECDGLAZING BEAD BULB SAUTOPRENE ULTRAFAB,DUROMETER 85t JAMB STILE 2/NDN. WEEP VALVE - PREFERRED t1VG.PRODL109S 3.188 2.017 1.750 24 1/PENT 5/16•BOX SCREEN _ O q_q�� ••:o �B •••••• 1 W i ••• PP. • 0000•• • • .8�5 1.4550 y n ••• 2.1530000 ••0 00 3to t' • 110 0000 • Z^�• • • Q2 FRAME SILL 1.125 ••0••0 •• 3 z •• Qi MEETING RAIL •• •• •• v O •0• 0000•• So a)z � • • • • • 1.719 • 0 • 000 A62 •0• • .219 062 • •0 0 0 •0 0 .340 00 • o • 1.061 �.875 • .998 j _ 1 000 .062 050 c . 0 SILL TRACK �• . L1.094 © FIXED MTG. RAIL • • • • • 0000 • • • • • • 0000•• • a •••• .oe2 • o A82 ••0•f• < • 2.357 2.289 JAYAD At91AD •••• 9. .058 2.183 Fta.P a m*m � • n • '� • ••• TYP. CAN. • 900 • awl godu* • r3 .exs •• • 0000 2.448 i�4a 42'0 Bay L •••••• 41rawing no. 1`i`i • • i V14-1 1• ••ice ® MOV. FRAME JAMB ® FIXED FRAME JAMB •• 4 of • • • • 0000•• •• • 0000 • • .i • • ••• • • • ••• (17 Is • • • • • • • • • • •• • • tl (gz� ••' i • '•' i i i•• ••' Q 4 i f U FRAME TOP CORN •• • • • • to VENT TOPMOTTOM CORNERS •••••• FF- • •••••• 0�0• • • • • • oM to !rc�33 •••• • ' �S Z 0 Q ,7 •••••• W 61� � • •• • •1401 1 • • ••• c • s 4 ••••• • }4[Ij I ••••• FtA. L�59s -%ppr »�"8 rud tAr� •i *000 MOM CAN.� ttsk O 88 •i••' ,a FRAME WTTW CORNER m $2 4Y dYawtnq no. � •• FlXED MTG. RAIL CORNER A ' •� • N4-110000:* • • • • sheat 5 of 5 • ••••• *000• MIAMP MIAMI-DADS COUNTY ® PRODUCT CONTROL SECTidN DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidotde.gLv/Rera/­ ECO Windows Systems,LLC 9114 N.W. 106'b Street, Medley,FL 33178 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 PERA-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 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. PERA 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, includ' ESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. PROV w - i e "Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with keot' Acce tan - Product Control Section. MPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Prgsure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types GI and G2 are limited to.090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series 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 and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or p1 MAQ in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an 4ndonsement My product,for sales,advertising or any other purposes shall automatically terminate this NO.&eiilure to ct»j* ly •.. with any section of this NOA shall be cause for termination and removal of NOA. 699:09 . 9 6666.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,OFI"j a, arg fq44wed by • the expiration date maybe displayed in advertising literature. If any portion of the NOA*Wdisplayexi,then it shM: . 6666 6666. be done inspir�ty� 9 •• •• ••• •• 0 6666'6.00' •.i• 0.00•• INSPEC;`IOIY�4eop;ottl4eatire NO1A shay p4),Jd§d:p:he user by the manufaatur""or its distributors and shall.bd ayatab1e f0�;ispeptipn-at the jnb sots of&Facjua'st bf&8 Building Officials •••••• 0000•• This NOA and consists of this page 1 and evidence pages E-1,as well as approval docum n entiotied above. ;6666: •• . .. The silbmiq%1 documentation was reviewed JW Ishaq I.V&nda,V.E. • • • 6666 6666 • .:.. .' ' :00 • • : : '.' :• • •• • 9 NOA No 12-0402.03 d • •• • • MIAMN cCfUPQrY •• 0•• • ' ' •'• • 000 • Expiration Date:July 19,2017 ''''• ' Approval Date: July 19,2012 NAO ••• • . • • ••0 . • Faget • • • • • • o • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• e , ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. . Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,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 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 Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-124003,HETI-124003 and HETI-124027dated 03/16-26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours&Co.,Inc.for -their"Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 20.E SS spacer by Cardinal IG. . . .... ...... F. STATEMENTS •• ••• • ...... ...... 1. Statement letter of conformance and letter of no financial interest,��red by Al .arooq, • Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,P•F.0 9 0 :0•6• 2. Addendum letter dated June 29,2012,issued by Hurricane Engine"g•&Tenting,Inc., ••;••• i ed and sealed by RafV1 jj.. rog-Spda.P. E.. •• •• :000 ••••• 9. 9.� . . .. . . .. .. ..6• ...... 3. �.dt40o=nplipn;ee4s part of the&Sre ref`er�n3ed test report. • . .. e • . . 9e0 . • 6 9 . 9 • . 9 . . . . 6 G. • • • • e • •• 99• •9 • • 9 a• • • • • •6090• 1. 'fest proposal,dated 10/14/11 and 02-21-12 approved b PERA, ••/� • (•• •••• 0:0 boo • • •:•• : : ' • : : :i Ishaq I.Chanda,P.E. V: . . . . . .. . .. . . . . 6 6` ` ` • •• • • • • • Product Control Examiner .. . . . . . . . . . •66 • 066 • • .• ` NOA No 12-0402.03 Expiration Date:July 19,2017 "` ' ' •'• • `:` : : : : `:• : : Approval Date: July 19,2012 . . . . . . • • • 696E •1 • 6 . 9e. . 9 . 9 • • a • 6 . ' 4141. ... % .• • % .• . • • . . . • . . . • • i 4141• • • • • • 4141• • • • • 4141• O 1/8'HEAT STREN'D. GLASS 3/18'0f�STREW) GLASS • • ��� 090*WTERLAYER • • o9'•INTi • } • •• • • a BUTAg1E PVB BY'pUPONT' • • O ACTE PVB EW'DURPV* • ••• f ; 1/8'HEAT STREN'D.MASS 0 3/19'HEAR 4k*M D.IRASS 000 • r I-" SUCCNE SILICONE z 1a DOW CORNING 899 15 DOW CORNING 899 9 28 29 • • • •0 000 •• a1 m 'e • • • • • • 14 • d! a w �^ � / i • • • ., 4141 • A / \I If :I. • t\1i00 • '' 000 0041 yi1q # � SETTING eLacKs AT LAM.sass READ.FOR WIDTHS EXCEEDING 38'ONLY. , NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ilia GLA33 TYPE 'G2' 0 4141• • • 4141• � � ••� 4141 ` 1/8'TEMP.LASS • • • 1 • 8/18'AIR SPACE •• • ••• 1/8'HEAT STREN'D.CLASS •••••• •• •• CBO'INTERLAYER 000000 • 1}-u• • SAFLEX IIID BY'SOLUTIA' 41410041 "-'•• •i 41 4 • 1/8'HEAT STREN'D.GLASS 0000 • • 3,N1 •• SILICONE 410.0•• • • . $�••'31 • S •0 4141 z- 26 CORNING 899 41 • • • ••••$��� 4141 gg # 4141 28 ST.STEEL METAL SPACE 0••• • J!S 3 Z�,�. • 18 • • • ^!!• 4141 \ 4141•• 1ilrn� J � • •41• 0 4141 SERIES 800 t SILICONE •• • i• • • / ••0• ALUMINUM OUTSWING ENTRANCE DOOR \� � SETTING BLOCKS AT INSUL LAM.GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ••• SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. • o LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' 41 • ••• :• • • • APPLY TO ENTIRE SYSTEM. •• • MI6 •• • DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION •• 0 0 RESISTANCE IS REQUIRED. Z c.� oo THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ••• 3 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I1 t 0 41•IT . •HURRICANE ZONE(HVHZ).18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLYTO TRANSFER LOADS TO THE STRUCTURE. EW.44VAD NI MAD •• 0• •• 0 ANCHORS STALL BE AS LISTED, SPACED AS Y OWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT.EMBEDMENT TO BASE MATEPoAL SHALL BE BEYOND WALL DRESSING OR STUCCO, SHUTTERS ARE NOT REQUIRED. FM PE! 392 •41:41: • •ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 35 • 00 41NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • COME I TN 0 MATERALS (CONTACT WITH OTHER DNCLUDING BUT NOT ISSIMILAR TO MALTERALSL SHALL MEET THE 8 2 Z WS, THAT0• • :• drawing ono. 0 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.&4. •!�� 0000 W l 2-08 sheet 1 of g 0000 . . . 0000 39 3/4'MAX. 78"MAX. OV FRAME WIDTH FRAME WIDTH • .•• • • • • 7 HEAD&SILL ANCHORS • • • . • • • • • • • AT STILE ENDS • • • • ••• • ••• Z (4)AT 3'O.C. ••• • •.• • •.• • F 12" 12' S'MAX MAX S'MAX, 'MAX CORNERS A HEAD NEARS A SILL `�� •• • • . •• •.• •• M. u --L- - U. LOCK PT11/ LOCK T\ IC S SEE SHEET EET 7\ 10 �S7 O •••• 000 0 0 _____ - $ • __LL____ ® • • ci • r_____ \_____�____ •• • ••q N 0.0.00 • •i oo 000000 •0000 • • y?? u II • • • • t~!I^ 38 ot /CB 0 V on*ACTIVE I NACTNE I •• ; c,3 0 z§�; � ACTIVE @9 S . •• _� • in SURFACE APPLIED gx°° SURFACE APPLIED m • • • U^ •• FALSE MUNTNS OR 28 15/18" j FALSE MUNTNS OR 28 13/18 28 75/18" •••• W N DECORA71VE GRILL D.L.OPG. m DECORATIVE GRILL O.L.OPG, 0.4 OAC. `� $ • • • �+ • MAY BE USED MAY BE USED NOTE: • • • • •• 37"MAX 37"MAX. EGRESS REQUIREMENTS TO B1'ItEMEAED •• • • LEAF WIDTH LEAF VBDTH BY BUILDING OFFICIAL. ••:• (X) (XX) ••• o • • • •.• DOORS LOAD CAPACITY- PEP DOORS LOAD CAPACITY - PEP • • • ••• � • SINGLE DOORS (X) DOUBLE(XX) NOTE: •• • •• GLASS CAPACITIES ON TTh�y Ej ARE • •• 0• OOOR DIMS. XT.(.)LAMINATED GLASS DDDR DIMS. LAMIXT.(+VATED GT. BASED ON ASTM E1300-b��$EC GUSTS •• FRAME LEAF FRAME EXT.(.) INT.(_) FRAME LEAF FRaaE Exr(+) INT. AND FLORIDA BUILDING OOMIIIH�9K1N 0 �; WIDTH WIDTH HEIGHT 4170TH WIDTH HEIGHT 39-3/4• 37' 98' 70.0 75.0 78' 37 ee• 70.0 7s.o DECLARATORY STATEMENT�IJ40.-DEC-219000 00� .• • • 0 • 0000 ••• LCa • •0.000 ••• L O. HEIGHT = FRAME HEIGHT — 11.125" En91 JAVAD MOW 0• •• •• •( u • •• D. IVIL L.O. WIDTH (X DOORS) - FRAME WIDTH - 12.813' FLA PE VIM •0••0 0 • g • D.1-0. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125')/2 C.A.N.3339 • • 0 $ 0 •00• 8 •• • • 0 • • • • drawing 0Io• •. JUN R p012 :• 'W 12-b8 ••00 sheet 2 of g . . .. .. . . . .• .• . ° . . • . a 000• DESIGN[AAD CAPACITY- PBF 148. 4 SIDEUTES WITH (SEE NOTE SELON) LEAF DOORS FRAME WIDIM 000 • •• ro w SIDELITE SIOEUTE WITHOUT WITH • =EN :&gR • • • • • N • ••• • •• FRAME FRAME REINFORCING REINFORCING CLUSTER OF 1 3'aC. warE HEIdR 12" 4)ANCHORS • • •1• 0 •0• • 0 # INCHES INCHES EXI'.(+) INT.(-) 17R.(+) IM.(-) 3, AT HEAD/SILL 12, �. 24 70.0 75.0 70.0 75.0 S'MAX MAX• IL 30 70.0 75.0 70.0 75.0 HEAD/SILL HEAD Zii{ 38 82 70.0 75.0 70.0 75.0 CORNERS F A -'. •• t t • •• ••• • LL • Y 37 Tao Iso 70.0 75.0000 0 42 81.7 88.1 81.7 88.1 I I • h 24 70.0 75.0 70.0 75.0 I i / \ • ° t t ° • • • • • ••• • 30 I i 70.0 75.0 70.0 75.0 I I I I 36 86 70.0 75.0 70.0 75A 11 11 70.0 75A ___yr---_ __-r---- 1 1 42 61.7 88.1 81.7 88.1 {� II II I I 3' 24 70.0 75.0 70.0 75.0I I I I I E \ g 30 92 ee a 6e.e 70.07s o H // n u 38 84.1 84.1 70.0 75.0 37 1 83.3 83.3 70.0 75.0 f �i i i �� $ �� • 24 83.3 63.s Tao 7s.0 30 99 s76 578 70A, 7s.o °p i'( ii/ i i n�� h • �� • •• •• • 38 53.1 53.1 70.0 75.0 � ----JL----_ ___L__-__ i I � � $o • • • • • ---tr----- --n----- I I •• • 37 52.4 52.4 70.0 75.0 " \\ II / •••:•• •• •• REINFORCING it \i i / •••••• • • • u I I I ••� •• As RE00. SEE CHART - I I = I I\ i i =rS-HEETTI •••• •• �� '` • II ❑ I I • • • • \ 00000* a INACTAIE I I C Zr-• :• • 5 eg7lj SURFACE APPLIED • W��.� •• Emu,WIDTH DO�t FRAME WIDTH FALSE MUNTINS OR 32 3/4' 26 15/16' 26 15/16" DECORATVE GRILL D.L OPa D.L.OPG, D.L.OPG. • •°• •'O •• MAY BE USED •• • •• • • 37" • NOTE: SIDELITE FRAME WIDTH LEAF WIDTH •••• FOR DOORS CAPACITIES SEE SHEET 2. MAX. 76'MAX FOR SIDEUTE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH ••• • o LOWER VALUES FROM DOOR OR SIDELITE CHART • �••• WILL APPLY TO ENURE SYSTEM. (OXXO) • :• t••• •r�••• • GLASS D. -0. DIM � c•� •• D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000" • �••• 'Rig ° D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438" 0000 ••° o Q • • Nr.JA AD AHMAD •• ••CNIL •• • •• FLA.PE 70582 .••.•. • y ° CAN.3838 • • NOTE: •••• •• GLASS CAPACITIES ON THIS SHEET ARE • • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS) ° ° •• •drowing •• AND FLORIDA BUILDING COMMISSION JUN $8 2MI • DECLARATORY STATEMENT DCA05-DEC-219 W12-08 ••i• sheet 3 of 9 .. .. • • • •• •• • • • . • • • MIN. TJA 16Y 2BY WOO)BUCK BOLT I ROTROR ATION EDGE DIST. S .1• EDGE DIST. WOO)BUCK WOOD STRUCTURE ••• •• •• • • • ��j z 11 F + SEE NOTE SHEET t •tD;T • • • • I d• EDCED • • • EDS CTUR`•I AL •25 33 TYPICAL ANCHORS TYPICAL ANCHORS •• • aioRsSEE ELEVATIONS SEE ELEVATIONS ONS q CC FOR SPACING FOR SPACING FOR SPACING 7 � iRi LL 3 I NIAAq—RADE COUNTYAPPROVEOI j T �j_ !ISEE SEPARATE NPA j E�geI l I I O • e • • J • •GLAZING t/j • SEE SHEET t O�PTIONS / / TAM Ufts • � • • F EERW"'S •• W• •: 0 •••• • • ;wM • -4 OS WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS •••••• • • 0��i• • W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •••••• • • Z •• •• " AND TRANSFER THEM TO THE BUILDING STRUCTURE. �z • • • • O^ • • • • UW oriA0 •• •••• TYPICAL ANCHORS: SEE ELEV.FOR SPACING • • • • 1/4" DA t TRA ON BY ' CO (Fu-177 KSI,Fy-155 KSI) •• • :04 • • INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 0000 1-1 HRU 1 BY BUCKS INTO CONC. OR MASONRY ••• —1-1/4* MIN. EMBED INTO CONIC. OR MASONRYOMe •••• • •• 7a 7 DIRE I MASONRY Mi�iFd •• Ig • d-i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ( ••w•••1��• •••• 40 0• 114 cMc OR SELF DRILLING IN SCREWS (OWE 2 CRS) � 1^•6sy••• • © ae z INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/6 •••••• •••• •$ •• I t INTO METAL STRUCTURES • 25 e i 1 S ALUMINUM/81/8 KT K. MIN. (6063 T5 MIN.) •• DETAIL • < • e- • be (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •• •e • � J TYPICAL DIST NY` E�JAVAD*WAD •• �, o • •• cmm _.:_.__......._... FTA.PE 9 705412 • � � • INTO CONCRETE AND MASONRY - 2-1/2" MIN. CAN:aSSS • • • • �ISEE INTO WOOD STRUCTURE = 1" MIN. 4 1 ••° ttPI ANCHORS INTO METAL STRUCTURE 3/4" MIN. e • •e• •EDGE DIST.t/2'MIN. SPACING CONCRETE AT HEAD, SILL OR JAMBS t'c m 3000 PSI MIN. • • • rowing •• THROW DOLT JUId ��4u14 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm 2000 PSI MN, ••�• W 12—QS sheet _4 .f 9 . . :000: . . . :0.*: . 6 . ... . . ... ��V 1/4'MAX • • • •. • •• • 1/4'MAX • • • • • • • • • • 0 N SHIM © CONCEALED FLUSH BOLTS D . ..• • 09: 3 LEVERS AT STILE FACE O st9M • 0 0 0 . 0 Z .18YW000 SUCK • 0 000 0 000 00SEE • tX Z TYPICAL ANCHORS FOR SPACING 18 ACTIVE LEAF n' � g 24 • • • • • • • • • at • •0. • • • • •6 • Q:0 LL �SEE ELEV. �y8 ... TYPICAL ANCHORS •• • • • • • •.. •• QQ FOR SPACING O W 6 23 EXTERIOR D.LO. _ STRUCTURE LEAF WIDTH7 - O •.• SINGLE DOOR FRAME WIDTH LOCK SEE ETT 7S • • 0..• • 00 1. i. _ • • • • 0 0, 0 1 •• • 686084111, • tj• • 1/4'MAX w 0 0. LOCK OPTIONS 0 M 8 0 N p 0 1/4"MAX. SEE SHEET 7 0 03j 0 0 SHIM a 3 CON BOLTS O CONCEALED FLUSH BOLTS • • WDA • (� • TYPICAL ANCHORS LEVERS AT INSIDE F OF STLE LEVERS AT STILE FACE • • _ SEE ELE * • STRU TURL• Z 3• • •• FOR�AdPHC t8 ACTIVE LEAF 0*0 NOTE EET 1 3 v Y2 • INACT1VPs LEAF CIS • 28 13 • U^'�I •. 28 - ..•• W rn 0 . . O � 8888 I 0• e ° 25 23 e • 8 1 t 10 • TYPICAL AN C + • ••• 19 D.L.O. O.L.O. •• OR 0 t 'lloo 00 LEAF WIDTH EXTERIOR A 0041000• ••000 0 LEAF ttnOTN • 0••• G ••0 6666 • DOUBLE DOOR FRAME WIDTH 0 0•• ••• c< 0 00•0600 ••• 0 �p >M Env. Awn Amm 0•••00••0 •® • 014111,4111 l�lt�s • CIVIL FLA. PE V0592 ••0:6: • g n } • • 0 0• 0 droving •* •• 00 DOOR DETAILS rJuN 882 12 ••i• 'V12 D8 sheet 5 ct 9 .. •• . . . .• .. . . . . . . . . . • . . • TYPICAL ANCHORS �! SEE ELEVATIONS • ••• • • • • .EDGE IST. FOR SPACING •• • • i • • •i i • •+ • • • • ••� ••� z a3 a� 0 0000 � U • • ••• • •• GLAZING OPTIONS REINFORCING •••••• •• •• SHEET 1 00 0••0 • • • O @12 SNS O 18 AS REOD. LU 6w� •• 1/a'MAX AT S'FROM ENDS SEE SHEET 3 t- SHIN AND 11"Or MAX 0090•• ••• � • 0 900 IV 8 n o� • I FIA 1y 6 W 1s • • • • Z 61s r •• • •• 3•• •• W a i 2s 13 ••• •• • v� � • 1 2a • • • W rn •• 0000 • • �--! • • •• 0000 • • • TYPICAL ANCHORS a I-- SEE ELEV. J FOR SPACING as to 18 2S o D.L.O. 19 9 D.L.O. 000 14LEAF'EXTERIOR WIDTH • ••• • :• ••MOTH •• •SIDEUTE WDTH DOOR FRAME OTH 0••0 mV.8 on-UNIT FRAME WIDTH ••0••• c•009 •0•Erpt aavAnAutAD 0000•• ••• ° i •• Cra FIA PEE70S9a • • • • U.N.3838 •• •• •• ^ .• •• EDGE DIST. TYPICAL ANCHORS N ��z01. • • • W12-9 • FOUR SSPPAVCNS ING SIDELITE DETAILS • • • •• •• • •• eet 6 0 9 • 0000 .. .• . • • .. .. . 17w 3 PART g RREQD. DBSCRIPRION XIMIATEBdAAL �y1 E601 DOOR FRAME HEAD/SILL -.. .. . ro2 E802 FRAME COVER _ • • •3 E803 DOOR FRAME JAMB - • • 0 0 Z4 E604 SIDEUTE TOP&BOTTOM FRAME -•••4A E026 SIDEUTE 9'BOTTOM FRAME - 5 E805 SIDELTTE FRAME JAMB - - 6 Ewe - SIDEUTE SUP ON JAMB - - • •• 000 •• ��L333 7 E807 - LEAF'TOP&BOTTOM RAIL •6053-'18 -• • 2 7A E05 - LEAF 9'BOTTOM RAS. - - • • •• • • Q -1 8 EGGS - LEAF W'STRIP ADAPTER 6063-16 - • • • 8 9 E809 - LEAF HINGE STILE 01053- 10 E810 - LEAF LOCK STILE 6083-TB 11 E511 - LEAF ASTRAGAL STILE 6083-T6 -- 4 12 E612 - LEAF ALIGNMENT BRACKET 6063-TB - 13 E613 - LEAF CLAMP 6083-T6 4-1/4"LONG 13A E613 - HINGE BACK-UP PLATE 6083-T6 12'LONG 14 E614 - GLAZING BEAD(5/16'LAM.GLASS) 8083-TB - 14A E109 - GLAZING BEAD(7/16"LAM.GLASS) 8083-T6 - 15 E815 - GLAZING BEAD(INSUL MASS) 6063-T8 - 0044 i16 E816 - SNAP COVER 6083-T8 - j •• 17 E613 - BOLT SIPPORT 6063-T8 NOT SHOWN• 0 • f 18 - AS READ. Swam MULLION REINFORCING 6083-78 1- N 19 FD-107 3/LEW BUTT HINGES ALUMINUM SULLIVAN& 1.410• • •f LOCKS20 F91202 - FLUSH BOLT LEVER - SULLIVANU & Iy-y . 23 F8R914SS - CONCEALED FLUSH BOLT IZO) ST STEEL SULLIVAN ASSOC �f�ppt f f OPTION A1: 22 g12 SMS AS REN. FRAME ASSEMBLY SCREWS �j"j 1� • ACTIVE LEAF: 23 #12 X 3/4' - HINGE INSTALLATKMI FASTENERS - FH SMS 0000 • • Mp ff f 4 POINT LOCK ASSEMBLY DLOI-8007 BY'INTERLOCK USA INC.' 24 - - 3/8'DIA THREADED ROD STEEL TQC M • (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 WI1323 - PILE WSTRPPING WOOLULTRAFAB • • AT • f G'ii f 1 T HEAD AND SILL 00 00 $DIA. THROW BO.75 AT TOP AND BOTTOM ENGAGING FRAME 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM •� 3t Z 0. •• f THROW BOLTS ATTACHED TO LOCK By 3/8'CONNECTING RODS 27 E208 - GLAZING BEAD BULB SANTOPRENE ULTRAFAS f••f•• • 0"t LOCK LOCATED AT 42-1/2'FROM BOTTOM 28 - - GLASS SPACER SILICONE FRANK LOWEltumm Cl. W� • •f INA t cec: 29 E622 FLUSH 13O.T CUP NYLON 90004 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' 30 DLOIRC IBLACX BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK • • • 1/2'OMA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLSTIC 00 • •f • fir+ f• 00 AT HEAD AND SILL 33 #10 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS • ,r_, THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS $$ LOCK LOCATED AT 42-1/2'FROM BOTTOM 34 - 2/UTE SETTING BLOCK• 1/4'X 1/2"X 4"LONG EPDM AT 6"FROM EACH END,DUROMETEIT OPTION 82 35 - 2/LITE SETTING BLOCK. 1/4'X 3/4"X 4"LONG EPOM AT 8'FROM EACH END,DUROMETER 8815 �-.6y ACTIVE LE4C: ••• C>S CONVENTIONAL DOOR LOCKSET WITH HANDLE • 0 0041 0 4 0 •• DELTA 690 BY'KWIKSET'LOCATED AT 39-1/4'FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON • 011. • INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITR• •••• �j N • SCHNEE MOREHEAD JM55O4 SEALANT. *0000: •• • • •• CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' o 1/2'X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL 6041:00 • �0 • MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGES • •0 LOCATED TE 10-5/8'FROM TOP AND BOTTOM 3-1/2"X 7-5/8"X.122'THK.EXTRUDED ALUM HINGE LOCK FASTENED TO STRE WITH(2)x-32 X 1/2-FH MS �� •••••• •••• • AC TIVEcec PART FO-107 BY SULLIVAN&ASSOC. ••0• 0004 v • • 0 3 HINGES PER LEAF ?- CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' BOTTOM HINGE AT 10-1/4'FROM BOTTOM'UNCrIftAD �1D •••••• ••• �' • •• 1/2"X 2"THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4"FROM TOP FLA,PEp 70692 • 0 • • •� HEAD AND SILL CENTER HINGE AT MIDSPAN(38"O.C.MAX) CLAN'3835 0000 •• • '10 •• MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH g10 X 1'FH SMS OF LEAF STILE LOCATED AT 10-5/8"FROM TOP AND BOTTOM (5)SCREWS AT HINGE STILE •• • 0 $ • LOCK FASTENED TO STILE WITH(2)#8-32 X 1/2'FH MS (6)SCREWS AT FRAME JAMB • • ;00: •d-wing •• NOTE: LOCKS MUST BE ENGAGED WRING ••0 0 W 12—Vo% • PERIODS OF HURRICANE WARNING. •• • • heat 7 J • 0000 .. •• • • . .. .. . . . . . . . • . . . : : 1.750-� .394 130 • ••• • • • • �� t .078 .�_ �_ .825 803 045 •903 .050 803�1125 01.625078 4.031 1.047 Fes- �t.047 ••• • •:• : ••• • O �d k--2.062 to GLAZING BEAD GLAZING BEAD ,5 GLAZING BEAD •• ' • ' " :00•• •• 1 DOOR FRAME HEAD/SILL 5/te"cuss 7/16"Gtass 1NSUL Gtnss • • • • • • • • • • 4 • ••• • • • • •• • ^ x__4,000 1•$07 • • • • • • • • • V� r 1.507 •• • • • • • 00* •• VV 7 LEAF TOP/BOTTOM RAIL 8 1.825 -4.719 076 3.719 .078 4.781 � eeelll EEE .078 1.750 1.5107 �P &zso 1.soo 4.000 7.531 ��.312 •••• . 9 LEAF HINGE STILE '• • ••• � N •� �• • • • ,082 •• • ••• 1.507 ft4. 44 0 • 1.75o oo 8 LEAFW'STRIP ADAPTER •••••• • •.094 mtsi b• 3m r�!SIDELITE TOP & BOTTOM FRAME0 - O__M2.081 1.507 .312 .442 • Z -Pi .• �I �� 3 f.078 329 • .078 1.584 •• ••Is ••• Zo •• 7A 9" BOTTOM RAIL t2 U:to ' 0000•• • W rnw • 1.812 tc LEAF LOCK STILE 1 sol LEAF ALIGNMENT BRACKET 750 : • 0 • •• z FRAME COVER 5.344 �•ze1 •••• .078 375 "�' -� • ••• • •• p-,887 � �• I •• • •• � • 125 •00• .050 1.197 1.W 1.750 2.081 1.Ell .125 3.78, 0 3.719 .078 ••• .154 Ia -p. • • � 0COWis LEAF CLAMP • • • • i8 SNAP COVER LEAF ASTRAGAL STILE L 9 WO HINGE BACK-UP PLATE ••• • •••• ,.250 • &281 t6 0.0.00 00 •'• •• •• ,.500 ,.500 .719 000000 • • .719 SIDELITE MULLION REINFORCING a •• 076 0: 0000 00• • • • 0000 00• • • • CrIqL 00. n 4.000 �'3' 4.000 FLA. N.®70582 • • • • •s •• B25 4'1� CAN.3538 •• •• •• • �• • .078 2.097 •••••• • 1 s }I 1.5!07 I .078 • • • 0 • L LT____`' 4�--4.WO JUN qmq •• :••• •dr0gwirn�q •• O . . . W 1 2 08 0: s) DOOR FRAME JAMB C) SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (s SIDELITE SLIP ON JAMB •• • •• heat B 9 0 as . ..• / . • �V 8 as / •• � � 1 • 1 1 • • • • � ••• N � o•• a /i• i • i C � i gall! DOOR FRAME CORNER 1• • •••• • SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER M •1 •••• •• 3�h� • •••• • • Z"� •• Ft 31i ••11•• . U r.w W m� • % 12 !2 VIII I • •• c$ I$, t p •• �' ��' • • •.•• 1 •• •• • • • ••o:•• •o am •• •• 0a0000 0:4 •• •• en¢r:aAvaD AMM c o • • ru W2 ••:••: •••� • • CAN. •/ •• •• • "� •• •0110• • $ .� • o •.1• •drawing •• ••• ' W12-VA DEAF CORNS 20�� •i 00 0 •• heat g 9 • Florida Building Code Online Page 1 of 2 w - SCIS Home Lop In User Registration Hot Topics Submit Surcharge Stats&Fads Publications RBC Staff SCIS Site Map Links Search Bus nes ,t' Product Approval Pro essinal USER:Public User cropuct oco-o,a -, >Product or Aeoldcation Search>Aooldeaton List> tlon Detail FL# �FL11969-�Rl Application Type Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley lrodriguezOeasternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 4 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter A.Tilsit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By John Henry Kampmann Jr. J Validation Checklist-Hardcopy Received Certificate of Independence cL':196Q R1 C0I EASTER METAL Certification of independence drwg 11-21a.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 •• ••• • • • • •• •Au&aljn j o=Poduct Standards • •• • OerIfietl Br•• • •• ••• •• • • • •• Sections from the Code • ••• • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • Product Approval Method Method 1 Option D •:• : : Bata Su*lpitt:d ; 12/16/2011 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • httns://www.floridabuilding.ora/Dr/pr app dtl.aspx?param=wGEVXQwtDgsxYIeb4opODb... 8/6/2014 Florida Building Code Online Page 2 of 2 t , Date Validated 12/16/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 Summary of Products FL Model,Number or Name Description 11969.1 0.030"Thick Galvanized Bertha Corrugated galvanized steel storm panels retained or not by Steel Storm Panels(2.25"Deep)- tracks to provide hurricane protection. HVHZ-Drawing Number 11-225 Limits of Use Installation Instructions Approved for use in HVHZ:Yes F'_11969 Ri II AESTERN METAL DRWG 11-225.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span Is 8'-6"for+60,-70 p.s.f. FL'-1Q59 R1 AE EASTERN METAL Product evaluation ASD for panels mounted per sections number 1 thru 5 and report arwo 11-225.pd` 8.See sheet 4 of installation drawing for other spans and Created by Independent Third Party:Yes pressures. 11969.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel-HVHZ-Drawing Number 11- to provide hurricane protection. 219 Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL11959 RI II EASTERN METAL DRWG 11-119.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant,Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span Is 10'-0"for+62,-73.3 FL11969 R1 AE EASTERN METAL Proouct evaluation p.s.f.ASD and for mountings number 2,6,7 and S.See report drwg 11-219.pdf sheet 9 of Installation drawing for other spans and Created by Independent Third Party:Yes Pressures. Bade Nett Contact Us::194o North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Rapt Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mad.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address H they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hM. Product Approval Accepts: ® L M ..curitl MUM •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • httns://www.floridabuildina.oriz/nr/nr aDD dtl.aspx?param=wGEVXQwtDgsxYIeb4opODb... 8/6/2014 � a XTi LFECO SNC. • TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com PE PRODUCT EVALUATION REPORT FL EA Lice=No.=67119 REPORT NO.: 11-1207.07 DATE: December 7,2011 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGOR : Storm Panels PRODUCT NAME: 0.030 thick Galvanized Bertha Steel Storm Panel (2.25"Deep) MANUFACTURER: Eastern Metal Supply,Inc. 4268 Westroads Drive West Palm Beach,Florida 33407 1.PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Eastern Metal Supply, Inc., manufacturer, based on Rule Chapter No. 913- 72.070,Method 1 d of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2010 edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1.PRODUCT EVALUATION DOCUMENT(P.E.D.)• Drawing No. 11-225, titled "0.030 thick GALVANIZED BERTHA STEEL STORM PANEL (2.25" DEEP)", sheets 1, IA thru 9 of 9 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit,Jr., P.E.;dated 12/06/11. This f�q;egra1 part of this Evaluation Report. .� F �� �Ql d ,�` P ''GENS '••� ''L see 63151S.W. 6 h trfet,Site 305,Miami,Florida 33166- Phone: (305) 871-1530 -Fax: (305) 871-1531 • % .. . . • •. .• r . PRODUCT EVALUATION REPORT NO. 11-1207.0? 2 2.2.TEST REPORTS: Large missile impact and fatigue load tests were performed under TAS 201 and 203 standard as per section 1626 of the Florida Building Code. Uniform static loads as per Section 1626,per Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Report No. 0425.01-00, dated August 22, 2000, signed by William R. Mehner, P.E. and Henry Hattem, P.E. and Report No. 0616.01-05, dated September 15, 2005,signed and sealed by William R. Mehner, P.E. Tensile test report No.5IM-926 by QC Metallurgical, Inc., dated September 20, 2005, signed and sealed by Frank Grate,P.E. 2.3.STRUCTURAL ENGINEERING CALCULATIONS: On 0.030"thick Galvanized Bertha Steel Storm Panel (2.25"Deep) for maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis,and in accordance with section 1612 of the Florida Building Code. Calculations prepared by Tilteco,Inc., dated 09/07/05,signed and sealed by Walter A. Tillit,Jr.,P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE: 0.030" thick Galvanized Bertha Steel Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 4 of 9 of Product Evaluation Document(P.E.D.),drawing No. 11-225. Maximum Anchor Spacing shall be as indicated on sheets 5 thru 9 of 9, of Product Evaluation Document (P.E.D.), drawing No. 11-225. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 2, 3, 4 and 8, 9 of 9, of Product Evaluation Document (P.E.D.), drawing No. 011-225 Minimum separation to glass shall be as indicated on sheet 4 of 9,of Product Evaluation Document(P.E.D.),drawing No. 11-225. 6.MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 1 of 9,of Product Evaluation Document(P.E.D.),drawing No. 11-225. Anchor specifications shall be as indicated on sheets 1 and 5 thru 9 of 9, of Product •FVEdd Q%Drc:nent(P.E.D.),drawing No. 11-225. .��•-•- . .. . . : . ... . .•� S • •• • • • • • • • ` l •; i i•••i i•i i i•••i •�����I//�Oosoff, ••• • • • ••• • • ! 4k PRODUCT EVALUATION REPORT NO. 11-1207.07 3 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9, 10, 11 and 12 indicated on sheet 1 of 9, of Product Evaluation Document(P.E.D.), drawing No. 11-225 prepared by Tilteco,Inc. and signed and sealed by Walter A. Tillit,Jr.,P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167),President of Tilteco,Inc. (Florida EB-0006719). '/ ++'lpoileA A. T��( A7>:of as .. .. .. . ...... ...... ...... • • • • • • • • • • 7FORA PANEL StOWN ON THIS PRODUCT EVALUATION DOCUMENT[[P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN • • • •• • • NICE WITH THE 2010 EOITON 0r THE FLORIDA BtALDING CODE NOTES: • • • • • • • e.tj MINIMUM EMBEDMENT OF 7APCON AN�IOI�,��QMT Rule WkNEIJ^TE PWS'.RED HEAD IND LOADS SH A L BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE. OYNABOLT AND CRETE-FLEX SS4, R%TF HA 18E 7 1 `. ••• WIND SPED AS REQUIRED BY THE JIIEISDICTON WHERE THESE SHUTTERS WILL BE INSTALLED AND &2)7/8'CALK-M ANCHORS SHALL BE EI�'MEI.Y E�MBfDDID IN1b THE LENCREfE 81'UNIT. • MECD-MA FACTOR 'D')DESI USING ASCE7-A FOR NDIATED NS UNDER 2010 F8C AND SHALL UNIT.NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2'LONG EED 7VE FY THE (ASD.)DESIGN PRESSURE RATINGS INDICATED ON SMELTS 4 THRU 9. MINIMUM SHOULD STUCCO EX13T,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. M ORDER TO VERIFY THE ABOVE A.S.D.O4 WIND QESKII WIND LOADS DETERMINED PER ASCE 7-10 SHALL UTE FIRST REDUCED TO DL DENICM W'IID LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO B3)M04MUM EMBEDMENT OF 1/4'0 x 3/4'ALV DINS WM-WT 7(8 INTO THE CONCRETE To COMPARE THEE W/MAX'(A-S-0) DES"PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 2. SLOCL NO EMBEDMENT INTO STUCCO SHM.L BE QERMYnt:A 1,`t S. -SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO MOST,00 d""Mm"@ORM1W STUCCO. IN ORDER TO VERIFY THAT COMPONOM AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED.A 33% 8.4)M CARE THAI PRECAST STONE OR PRECAST ROHINtEN•PA•F'I a •• INCREASE IN ALLOWHABLE STRESS FOR WIND LOADS WAS MOL USED M THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS SHALL OPT TMOUGH TO REACH RECAST V HBREr tlRE olsB�PSN THE WALL.ANCHORS USED FOR VERIFOATON( FASTENERS IN WOOD. AI"�SHALL BE AS STORM PAMEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED M ACCORDANCE WRH SECTOM 1826 INDICATED ON NOTES IN 8.1)&8.2)ABOVE. OF THE ABOVE MENTIONED C�AS PER AMERICAN TEST LAB REPORTS!g 0425.01-00 AND 0876D1-05,PER (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFX:ATMNS OF THE ANCHOR'S PROTOCOLS TAS-201,TAS-102 AND WAIS-203. MANUFACTURER. Z.ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM Afi53�.MADE 40, WITH G-90 GALVANIZED 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS 140M ON SECTIONS t TIM 8(SHEET STEEL DESIGNATION N T FYa 523 HA(AFTER ROLLED) 3.ALL ALUW40JM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8083-TS ALLOY&TEMPER UNLESS OTHERWISE NOTED. 2&3 OF 9)EXCEPT THAT HEADERS 2.3&4 SHALL NOT!TE USED. 4.ALL SCREWS TO 8.R SNL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS SEAMLESS STEEL 304 GI2 318 AO SERIES OR CORROSION RESISTANT COATED CARSON SfEEI.AS PER TO BE ATTACHED TO MSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR DM 50018 W/50 Ntl YIELD STRENGTH AND 90 tem TENSLLE STRENGTH&SMALL COMPLY W/FLORIDA LDMG CSE WOOD FRAME Bt1IDINGS. SECTION 2411.3.3.4. 5•BOLTS 70 BE 9.THE IN5fA11AAON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTNUOUS STRIENGTHLASTM A-307 GALVANIZED STEEL.OR AIS 304 SERIES SEAMLESS STEEL,WITH 38 kei MINIM YIELD CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INIRUSION.CAM AND SE&SHUTTER TRACKS ALL AROUND FULL 6. ANCHORS TO WALL SHALL BE AS FOU.0WS:(UNLESS OTHERWISE NOTED). 20.STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY WAOING AND ZONING (A)TO EX6ING TPOURED CONCRETE(PC-3W: REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. t/4`0 TAf &MAUI-SET TAPCOIMS AS MANUFACTURED 8Y LT.W./BUR.OIX. it.(o)THIS PRODUCT EPLUATON DOCUMENT(P.ED.)PREPARED OY THIS ENGINEER IS GENERIC AND DOES NOT BIDE 1/4'0 x7/8"CALK-M ANCHORS, 1�/4' EUID� g emote`pgNELMAtE'QR 1/RODUCrS.0.� INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. 'PRESI�ANEL.MAIE PLUS'AS fdAM81FACRMEO 8Y POWFR FASTENERS. INC.AND ELCO CONSTRUCTION PRODUCTS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS - 1/4`0 x 3/4"ALL POINTS SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT PRODUCT BASED ON THIS P.ED.PROVIDED HE/SHE GOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS &SPECIALTY COMPANY. DOCUMENT. CONSTRUCTION SAFETY AT SITE 6 THE 00NIRTTOWS REW"SIBILM, NOTES: (a)THIS PRODUCT EVALUATION DOCUMENT WALL RE CONSIDERED INVALID IF MODIFIED. Al)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TOWN ANCHOR OR CRETE-FLEX SS4 ANCHORS 6 1 3/4'. FOR ELCO PAMEWES 6 mat Ai2".FOR ELCO e"pANIELMATE PLUS"6 2'. (0)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AMID WHO WALL BE RESPONSIBLE FOR THE PROPER AL2)7/8'CAU(-IN ANCHORS SHALL DE ENTDff7y 4MBEDOEO INTO THE POURED CONCRETE.NO EMBEDMENT INTO USE OF THE PLED.EMOIEER OF RE ACTINO AS A DELEGATED ENGINEER TD THE P.E.D.ENGINEER.SHALL STUCCO SHALL BE PER rM. 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LANG MINIMUM SH=D STUCCO SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REwEW. EXIST.AND V UK"FOR WALLS WITH NO STUCCO. (e)THIS P.E.D.SHALT.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RE AL3)MINIMUM EMBEDMENT OF F 1/4"0 x 3/4'ALL POINTS SDUD-SET ANCHORS SHALT.BE 7/1T'INTO THE POURED THAT PREPARED 0. CORD CONCRETE.NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREV USED SHALL 12.SHUTTER MANUFACTURER'S LABEL SILALL.BE LOCATED ON A REAORY VISIBLE LOCATION AT STORM PANEL M ACCORDANCE BE 1 1/2'LANG MINIMUM SHiCIH,O SRiCCO DISi.AND t'MINIMUM FOR WALLS WITH NO STlKbO. LATH SECTION 1715.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO A4)IN CASE THAT PRECAST STONE,pRECW CONICREiE PANELS.OR PAVERS Be ON NHE EIOSRNG WALL GIt FOUND COMPLY WITH SECTION 1715A.2 OF THE FLORIDA BUILDING COD. FLOM ANCHORS SHALL BE LONG ENOUGH TO REACH THIN MAIN STRUCTURE FOUND SHASUCH PANELS.ANCHORAGE LL BE AS INDICATED ON NOTES at)&0.2)ABOVE. (B)TO MSTINO CONCRETE BLOCK WALL(0.4TM C-90): - 1/4'0 TAPCONS&MAXI-SET TAPCONS AS MANUFACTURED BY LT.W./BUTLDEX. - 1/4'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELOO CONSTRUCTION PRODUCTS. - t/4'0 x 7/8'CAUL-IN ANCHORS OR 1/4'0 ELCO male&femede PANELMATE'OR - 1/4'0 ELCO rrleb'PANELMATE PLUS•AS MANUFACTURED BY POWER FASTENERS. INC. AND EM- CONSTRUCT=PRODUCTS.RESPECTIVELY. 3/e'0 POINTS D HEAD TS MANUFACTURED ANCHORS AS 8Y I.T.W. .11/4*0x3/4SSEr S DISTRIBUTED By ALL POINTS .BOLT ,y,1t 4CAPA � - V ,%,9•: FLORIDA BUILDING CMM£ !/I h Ya/oci Jlurrioane Zone ea0»la7w L.x 0.030 THICK Crtti/AAN2E0 BERTHA STEEL ta.~Mat STORM PANEL 225'DEEP 0400 an l-z�C, 1 IL ECO Tec. SRN META' 'SUPPLY. INC ,AM iA9 FlOR��P:'2w��� .TA 11SnM0 a ��¢ ARY OR� � - O ''•........• 11 wI&M.,Ga¢rl.n_xvr PHONE:(5805NI-aaa1.FAX:(561)588-4780 11^225 �FSSIOi�AL 1� fJ,P •xeo alp .x.. OAA AM e... 22521 4. es SWT Iwa .. 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SEE NOTEs ON SHEET ado 9 OF 9 ,• STATEt?t:WAWA WA ro' WA Jt• x/A lr WA u• WA F4R ANLYtOR TYPES&SPAGNC O7M ,O • F , t�ir WA x/A J(raw/ WTALMOMS WO WOOD MkW&a WGS.MLA • )r la' Ip' fr /t• Y Ja' 1• WA #A J(mJmY)MLA N/A WA rr WA ,r WA Ir WA Ir WA WA WA t '-a•m r ,•,4�jii. 'i y141 ra' d• WA Ir ta' fP' Ir Ir )t' Y !P' ri' f�J •A.r. r !r WA WA 4(mm7rp ' WA WA W Ir WA W WA Ir WA WA -A a rr s• "/" n• mw ro• w• rr r r:• r Ir r WA x� a / FLORIDA B(RLWNo CODE H h YsLoo Nurrkone Zone J� WA WA JWA ro' WA or WA Ir WA JY WA WA WA s(at% em,r w7aG0 aIC 0.030 nxK GALVANZED BERTHA STEEL ta./eJ/Aa WA '' WA N' WA rr WA Ir WA WA WA 0(mtmxt STORM PANEL 225-DEEP aures ar. WA rr WA WA ro• WA Ir MLA !r WAovo/m7mw EASTERN MLtasL. SUPPLY, IIhI It �1 WAMLA WA WA WA tP• 12• IY 11LIEC C co INC. 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AY/l/1 R/Y�/Qj�+z__ °• WA rs rr u'!s !r !r �'•• i°` e • • PACIH: L19r►Aftts FOR a• Jr n u' !r r/entmr@ IWSTALIA97011�IAPPO KONG ANG =gZGCK I('AJ7!•97RES a rr WA WA WA Ir w/A ts' lyA Ar tr r WA !r !r. ts' )r )r IT' 8' 1F' rt' WA w/A 4(anna0 JY' WA WA w/A ro' w/A tr KH,wA lY• W rr WA !OoP) sa dlA1!lNUM SP AR£V F f DISTANCE. lY• r W. rr ro' ts• rr ts' rr 4' lr e/• w/A �$ ' VA WA w/A t +"U FOR E. �3��ii/a £ OR•�SJ.P�CtNQ BY WA !r WA Ia• WA rr WA )r w/A 1/A �*.IA +fuP) a=o•oaMW ' � SIIBWpaOAt�, fOf(J.�BY T1�1 FOLLOWfNG la' °• WA es• Jr !r Ir u• JF FACTORS. MITE Mi. r•DOOM 41ALK-W AAGHOMIS 2 1/2J W WA WA WA Jr WA ts• w/A u• a• Jr 1P 11/A 4(W:M FOR THIS CAMNON•TOe�iD KE#RBOI/C£D SPAAWC 08TA/N£0WA !r WA WA a Orr) VSWO FACM SAWLIO NOT 6E LW*"M/A.@T1rMHl4PWAW ro' e' WA !r f4• u• ta• r rr a• !r r WA °fa("p) AVICATED FOR EACH ANCHOR TYPE AT ANCHORS LEczw Jr WA WA WA w/A Jr WA t1' WA 7r w/A Jr w/A w/A r'' W�AW� WA ra• A/A /a WA a OmI FACTOR WA rr WA JO` WA rl/A liar a(aatWYJ ACTUAL E. D. 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AL ME f ALTEIPK•�T/VE S ALTERNATIVEJr- 5 1 I "0or u I t I r SaWWAP I t s coa 1 ( fDa w• I I t a�us a 1a a G 1 ► sr I •a I I W Mff a wmis CWA 4j ac 1 I s 1 r ' FMAfi'FD wPENETR.tAOAt•TO $ //t•hm r I £XdfLYfi IItl�JfFN1FR. 8 Qvt s'POtlS w� ' �xJO4, �7Sxw W a G wbYn ro 1 s'9 9AC sem' S cast ! IGN f?'a G° WgOD f a G •AM 1 s•R IM.�RFM W=s" nOS19i611tlOD/lEAOF1R,O 1 ,/P•ASM °78,r1pNREO G' P x lr DMIAM IO 1 70 YdOD SND 02s'aG ALTERNATIVE �ILTERNATIVE 4 ALTERNATIVE 6 "�"'�D ALTERNATIVEj171......... P.- ............ .. WALL UOUNTING /NSTA Ie Dooms •*= 4967 SECTIONS A �7E sOn rmt�MenoeJ of SME: '/`• '' -o STATE Of Wat NouNT7vc sECTAncs CAN ar CodlfJo Essl � }`++. fN ANY WAY fif St?T ANY MSTAUAUft t / W FLORIDA BIRLDW MOVEM h ane one AV oap/J Ml=gee. 0.030 CK GALVANIZED BERTHA STEEL e.o./ar./AA ST W PANEL 2.25'DEEP amm or, f.rNsrAuanPA ARE Wr YAS son e9ix as0 MU fxr£ssURr RAT9vo EASTERN WTAL SUPPLY. INC 11/0!/11 AND XAX.PANfL LFJJOf)fS AS PER SCftEDULE ON SIlfET 4�9 T� E C O IMC, afe• 2 FDR NEW WOOD fRANf CONSTRUC710N:WOOD A/ENRERS TO BE SOf/fIf£PoY 1a{I,J[9JBYO!GmM6[9fN0.OMPAMY 4788 7ff8f Raba SRME f'a°No x w/SP£GFtC o£NSttY of 035 on EotfAc •,ffi.,�. a anv �sr r+ar e.cN s7w7 "�" +-1••.a: rsv J : —225 £8-OP7M779 ws ee apwmr mr an M �armi apr 7811.9".a Wt7MP A 11f1/f b P.& m•o-m s R.PdN Ne./8/97 &Ot7 BOF 9 e JD 6 blas _ r t ,w•to o4 t ave/'A7 vam aPr UO�mI IX summa ^ I.MV! nw r/r1IlY M tW Td-,r NM Y WZM BJL99aa-8y s-t oev-iY�t9�•xv1't909-CM190 mow "'a'-u '• v..i00rJ •'ly/Ia3 J , SZZ—!t Lacs td Mau9 nad lBSIII AMrdn07 i mwsr�Iirn'•It° Adl3HLttoS of 57DBM3H 3 / �'L aA9w staarr>�seer 3 1� 'OM 39 "1O omi 'A"wans WON NV3M3 ast v aw.o-.a do xlx�r 'MM"M vis 0-19 9 S�mMQM7" 0aoj JM tt/6o/tt 1d3DX3 16!O r JZM No 3VWZ4X Had SV 999M uwd xbn aw va mlow d33Q.O*r UWd Ams rH 3&Y)SS W ACJ W Q'SN XW Wd OMA AIW 3Hr SAMV?7vLSA9•t "/zshn 7331S VHlt&ff 1192 aaat$Sao •uOZ Duoalunq OOI•A qvANJ OO OK d8 %153�V V0180U 1 pt—y,r/i/iT 3MJ5 • JIDNi�✓JJ v .Jm mwr—l1 I P itt71VTWISAO AAN 1MS OL AtW7 AAN A0 3e Auxt StrwLo3s arHtoton AW/rnxM= SA'011D d0 A!!Ntl'Nwnw ml 310H S10 ( o-,g mover 2arrd mord+wag owAstr,at nx4tvatatrd (sd o•tb i�0vD7 AA a '�' a30km+er.a/I t/A y ro,g y D.ra Z• O ARMS ar7 I,r/t <6D 1rDrro ro.a __i '/ n '7•a.r o rrourart3AOd ,slrext�i� i 10 /ta ro.cl O o.,�or3AOJL'r9►s/t t/AI 1 .r/f•L�/A�S�I/ LmfS DYI.rl O!f�dSt • �ssm*NNW ln4ie� S ' l3vtaarrs 335 �hD�L st '�•t I m tD06Q1p er SUM I V&/IA M21ott 03a11!l03a JFs mD1 i 4 '.7'O.9 0 3U .�Ird9rD d .3" ,i�al.D i sum 2w erouaj/gxn 0724 os-I,r/1 WON � •� rtp7 (nAl`.9/a+•,-a*avlr r „.� atrrdw NtoOw6e o � i g Amu a t I � ,1s''rr7VN01$ X.et i ssnooma5av i aODrror = �� �410j sayon a Arouvara3s t i'' l au I i 3tY1m7Y �.,.:,a�y��•7gl ''�6'�= i (397�OS SIMMS 7 rsba i � LVA *� � ardtArar aO s�ssntDaae .5 ��'�ya��,• �Ia``3iiUVNMW Iii uvhamw �t�iIII�R8�7� ''-•,..,lana ' ssrro oa9Asztc4 1 � ; � ; � I yro.r o Aa,<19v3r43d I � at xatryveas 1 o30Y3d9/1'19A t/r t/A � ; � I � &VW Drt 0.W( .t � � SSr;7 OYItSaf3 OL 1 gma a7gr3aun'q►�$ ,,��,,,,, �� •ppO � J'O.9 e � ; •IBIr ata ; ( � t '�ta�ratm fLI• y I sAia7s mt — o3Daa7ar, i KIOrtW ••_�!_�. ,• •t • •• ( i M3Or3t wag; iz ME A 1XS•IA1A v'0L//st8 3's DL^I,r/t ��L 71�R1 • • • • • • ,n D/i t/e•Iro.ai o • • • s • • y ro.Lt saw 3LMr27A�d'tint a3 31 matsu3 a • • •• • � • • e Omtw °/°�°J/%°'I.OL-I,r t mOvdtt DaON O A n 7rt •„s/J • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O 1, MIAMI[LMADE MIAMI-DADE COUNTY N 11� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11.805 SW 26 Street,Room 208 AFFAIRS(PERA) BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miaraidade uovlbuilding Eastern Metal Supply,Inc. --� 4268 Westroads Dr. West Palm Beach,Florida 33407 10 SCOPE: 11' ' 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 PERA-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 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. PERA 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 High Velocity Hurricane Zone of the Florida Building �_MWBUVMMDOCUMENT: 0.030"Galvanized Steel Stor=itled��� Drawing Na. 11-11 "0.030"Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9,and I A of 9,prepared by Tilteto,Inc.,last revision#I dated November 15,2011,signed and sealed by Walter A.Tillit Jr.,P.E.on November 23,2011,bearing Miami-Dade County Product Control Revision stem 'ce of Acceptance number and expiration date b M' County Product Control Section. 0000 ISSILE IMP arge as mal Missile Impact Resistant *o 6 6.6 . . LABELING: ac pane s ar a permanen name or 4Qgo;city,stAtc,"tlle •. following statement: "Miami-Dade County Product Control Approved",and NOA nuIT16, 6f TAS-27 ,,*rAS- 202,and TAS-203,unless otherwise noted herein. 0 0 0• *000 •••• RENEWAL of this NOA shall be considered after a renewal application has been filed0and there ha;,bwWno ••••• change in the applicable building code negatively affecting the performance of this product.••; 600:96 ••0••• TERMINATION of this NOA will occur after the expiration date or if there has been •6 v nor •0 0� p �►CQ�ailp c� e•mthe..».. materials,use,and/or manufacture of the product or process.Misuse of this NOA as an Siddrtme� � 0664X* product,for sales,advertising or any other purposes shall automatically terminate this NO Fiilure c ly with r eow any section of this NOA shall be cause for termination and removal of NOA. 000:0* •r• 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,44wioa, aAK&Uwed By *0 the expiration date maybe displayed in advertising.literature. If any portion of the NOA11S`tflsplayetl,then it sh,41;00• be done in its entirety. •• ••• • 6 6 .0"" :••• . . . . . . . . . . • 0000.. 0000 . . . ..• .. 0000 • INSPECTION: A copy of this entire 140 f,shill ee�$4d jd so thg user by the manufa a ps its distributors and •. shall be available for inspection at the jdb sith1d th8Ugfiesfofth'e'Building Official. : 0 : • • .""' 0000.. This NOA revises NOA#09-0330.04 and consists of this page 1,evidence submitted pages�e E-2,*and E-3 as ::*see: well as approval document mentionel above ••• •• •_ "" The submitted documentation was relltwe4 by.H1wy.A.NaUO,P.E.,M.S. \ o :• f�.: .' :. .• NOA No.12-0209.07 Expiration Date: 06/07/2014 • 06 1 / Z Approval Date: 05/17/2012 ... . Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Eastern Metal Suuuly.Inc. " NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#00-0919.10 A. DRAWINGS I. Drawing No. 00-252, titled "24 Gage Galvanized Bertha Steel Storm Panels'; prepared by Tilteco, Inc., dated July 10, 2000, last revision#1 dated April 3, 2001, sheets I through 9 of 9, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS L Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of Galvanized Steel Storm Panels,prepared by American Test Lab of South Florida, Report No.ATL 0425.01-00, dated August 22, 2000, signed and sealed by Henry Hattem, P.E. and William R. Mehner, P.E. C. CALCULATIONS L Storm panel shutter Calculations, sheets I through 78 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr:, AE., dated 0911112000. D. MATERIAL CERTIFICATIONS I Mill Certified Inspection Report, dated 05197,for Hot Dipped Galvanized coating G- 60 Steel,ASTMA653 Grade 40(ASTM 446GR-C)by Robert O'Neil of R&R Metals, Inc., with chemical composition and physical properties. 2. Tensile Test Reports from Hurricane Engineering& Testing Inc.,Job No. HET197- T48 dated July 17, 1997 far 20 ga Galvanized Steel, tested per ASTME8-93, signed and sealed by Hector M. Medina, AF. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-0809.04 A. DRAWINGS •••••• 1. Drawing No. 02-446, titled "24 gage Galvanized Bertha Stee;$ r#Pane;s;; sheets I through 9 of 9,prepared by Talteco, Inc., dated Septen¢bbex 15, 26 : ....:. signed and sealed by Walter A. Tiltit Jr., P.E. off ••.ti•• • 069.90 •"• i•••••• B. TESTS 0»0 9.99 ..•.. .9 .000 . • 0 00.00 9••9 • None. 1. • •• •• • ♦•••99• •4bqb.•♦• •••. 9 •r:::• ' • '•:��0 0.919• •9.• 000is C. CALCULATIONS ;000:0 I. None. i••f!i Soffit D. MATERIAL CERTIFICATIONS .'. :•••• 1. None. • .. ... . . . . . .. .... • . .. . .• . . ... . . 9 . • • . . . .. ... .. . . . .. my A.Makar,P.E.,M.S. •:' off ••: .'.PERA,Product Control Unit Supervisor . . .. . . . . . V: ' ' ' ' NOA No. 12-0209.07 . . . . ... 0.0 60. Expiration Date: 06/07/2014 Approval Date: 0S/1712012 E-1 ... . . . . •.. . . • . . ... . . . . . . . . . . . . . . . V •• ..• . •• .. ... . ... . . Eastern Metal Supply.Inc. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#04-0517.01 A. DRAWINGS 1. Drawing No. 02-446, titled "24 gage Galvanized Bertha Steel Storm Panel sheets I through 9 of 9,prepared by Tilteco, Inc., dated September 05, 2002, signed and sealed by Walter A. Tillit Jr., AK B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#05-0926.02 A. DRAWINGS 1. Drawing No. 05-073, titled "0.030" Thick Galvanized Bertha Steel Storm Panel', sheets I through 9 of 9, and IA of 9,prepared by Tilteco, Inc., dated 0412512005, last revision #1 dated 0412512005 signed and sealed by Walter A. Tillit Jr., AE. on 0911512005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized Steel Storm Panels,prepared by American Test Lab of South Florida, Report No. ATLSF 0616.01-05, dated September 15, 2005, signgd apq sealed$y• ....•- William R. Mehner, P.E. •• •• • •• 0000.. . .. « 0000 0000.. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets I through 91 by Tiltec®r; j,signers i sealed by Walter A, Tillit Jr., AE. on 0911312005. 0.00000.000. t%4%)...��• %X66• D. QUALITY ASSURANCE •• S•• • ••.:t 0000 .. 1. By Miami Dade County Building Code Compliance Office. '•• •' •••• ••�as• :.'..' 0000:. :::as E. MATERIAL CERTIFICATIONS :0 0*•: 0 •w•• M.6 •' 1. Tensile Test Report from QC Metallurgical, .Inc., Job No. 51M-926, dated :""' • September 20, 2005, tested per ASTM E8-93, signed and sealed by�'texnk Grc ,• '••••' P.E. 00 49. . . . . .. 0000 0000 . . . EpR . .. . . . . ... . . 0000 . . . . .. ... .. . 0000 y A.Makar,P.E.,M.S. •;• • ••; ••0 PERA,Product Control Unit Supervisor ••• NOA No.12-0209.07 . . . . .. . . . . . • •• • Expiration Date: 06/07/2014 . . ... . ... . Approval Date: 05/17/2012 E-2 ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . . Eastern Metal Supply.Inc. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0330.04 A. DRAWINGS 1. Drawing No. 09-013, titled ",0.030" Thick Galvanized Bertha Steel Storm Panel,% sheets I through 9 of 9, and 1.4 of 9,prepared by Tilteco, Inc., dated 02/04/2009, last revision #1 dated 02/0412009 signed and sealed by Walter A. Tillit Jr., P.E. on 02/18/2009. B. TESTS 1. None. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets I through 91 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. on 0211812009. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 11-116, titled " 0.030"Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and IA of 9,prepared by Tilteco, Inc., last revision#1 dated November IS, 2011, signed and sealed by Walter A. Tillit Jr:, P.E on November 23, 2011. B. TESTS 1. None. 0000 C. CALCULATIONS •••• •••••• 1. None. •.•••• i 0iM►' 000010 D. QUALITY ASSURANCE •;:. .: :•••; 1. By Miami-Dade County Department of permitting, EnvironmenfWc egulatery :::::o Affairs(PERA). :s:i:: 00:0 :%**%% ••�.• r 00• • . �� •• 001.0• 00000. E. MATERIAL CERTIFICATIONS '_"'• ••�' 1. None. •0 .: :00.00 6000:: •s..•.• ...�_. F. OTHERS •••• 0 :0*00 _ . . . . . 0000. 000000 1. Florida Building Code, 2010 edition, compliance letter issued by Xiiftyo, Irac., ;••••; dated January 13, 2W,.Vgwdand settled by Walter A. Tillit Jr., P.E. ..0 0 0000 . . . 00 . . . . 000 . 0000 . . . . 00 000 00 0 0 0 00 Imy A.Makar,P.E.,M.S. .;. 000 .. 0 0 PERA,Product Control Unit Supervisor ' • ' NOA No.12-0209.07 . . . . .. . . . . . 0.0 :.. 0.0 Expiration Date: 06/07/2014 Approval Date: 05/17/2012 E-3 0000 0000.. . ... . 0000 . . . . . . 00 0. . . . .. .. 0000 . . 0000 . • •e•••• •••. • ••s••• or • • •• • •• • ••0000 • • • • • • • •• ••e • • • + - &4)IN CASE 7mr PREaZT STONE !�RlTE'•P�L•SM •B? CN THE ET1L477NG W-L.ANCHORS SHALL 8£LONG BMW 10REACT THE MW STRUCTURE BEHIND SUCH-PANELS ANCHORAGE SHALL BE AS MOVED ON 1. STORM PANEL SHOWN ON TITS PRODUCT APPROVAL tMCLlLNEN7 (P.ALk)HAS BEEN AMEFOR COWEW CE AV ACCORDANCE" NOTES MI aY), a2)&'B. ABOVE WTH VE 2007&2010 EDITIONS OF THE FLORIDA AUlLOlNC CODE STORM PANEL MAY BE It3TAUM AT HILI VELOCITY HURRICANE ZONE&DMW WW LOADS SHAd BE DETERLIIAM As PE7 (C)TO EMM WOOD .SELIIW QR*W,. G+0059 LAN)1tMMM MOMWSTANCE(E.D.)AS PER SHEETS 8 AND e. SECTION 1820 OF 7TVE ABOVE MENTIONED CODES, • • • •• ••• ••• ••• 000 • DEXW WMID LOADS SHALL BE DElMWED AS PER SECRON 1820 OF THE ABOVE MWMIm CODES, USING - 1/4'0 �U � V:0 '�IRAM&A%AtPro'•ANAI AS TURm BY ELCO CONSTRUCTON PRODUCTS ASCE 7-09 SIAM FGI7 MLiTAGLA770NS LMDER 2MT FSC&ASCE 7-10 FOR MISTNIAT/ONS UNVER 2010 FBC - 1/4 0 t «yi„ A M&-: • • ••. ••: • AND SW U Nor EXCEED THE MAXHRUM{ASA.)DOM PRESSURE:RANNLS M MIED ON SHEETS 4,5. B, 7&9. W ORDER IV MUL�TBIATEOEM MN tOAaS� A�7-1� REXL f ' • • • •e• ••• ••• • PI�IA�'RATMMd4 M2uL'ATm o 8 TSo4, a 7&a as& AMVAW MWADEO PENETMWN INTO WOOD of'PAAIDMIE PLUS"ANCHORS AND Tamale PANELMIES SNALL BE 1 7/8' ANDC.2)MMM W THREADED PENEW77ON OF L40 SCREW INTO 7NE WOOD FRAME Wr SHALL BE 1 1/2"NO MWADED IN ORDER 7O M MY THAT COMPONENTS NAS ANCHORS ON TTHS AAA AS TESTED WERE NOT OVER WDOO H A MV INCREASE POEMPON INW49 C90 SQL of d&AARl•NHE M 7TfREMED POUM77ON(EXCEPT AS NOTED). MV ALLOWABC£STRESS FOR WIND L�NAS 5(Qj USED W THEIR AA69LT fi FASTENERS SPALYNA TO WOOD HAS BEEN DEfERM/Nm L ACCORDANCE TRTH ACT 2 C.J)IN CASE THAT •PRECAST A 0 00 •?N~ �AXM ST(•IOCo OR WOOD CWS BE FOUND ON TIE E7MSTINI STORM PANELS ADEQUACY ES L4lPACT AND REPORTFATIGUES IF 2425,01 HAS BEEN VE1&0t Eli ACCORDANCE WTD{SECTION-21, - OP KAU,ANCHORS Sr01Q L•Mi•E7�1 �R AX A#STRUatr BEHIND SUCH PANELS ANXNaVW SHALL BE PC ASOW 20J MEMDMED CODES AS PER ATL REPORTS ?42501-OQ AND OBr8.01-OS AS PROTOCOLS DIS-201, 7715 202 AND AS AeMOAM 110)}�1!}!` M • ••M ••I•• •• 2 ALL SIM SIEEr METAL PANELS SHALL HAVE SRUCnJRAL QURLRY ASTM A-853$4 GRADE 40, WITH 0-80 OALrANRED S7EE2 (D)ANCHORS SHALL BE ASIALLED FMLOWM ALL OF THE RM01WENM7MRS AND SPaWC41IONS OF THE AN,Y.fOIYS DEMM770M&Fj-923 kaL (AFTER ROLLEO) MAVUFACIINER. .L ALL ALL"WM OffRUVONS SHALL BE ALUMMM/M ASSOCAWN 8083-MALLOY&TEUPER UNLESS•OnIFRWlSr:NOTT'•D. PANELS MAY BE ALSO MWAGED,HORRONTALLY MUOWMHi wsrALLAWN DE77AAS SHOWN ON SECTIONS 1 THRU 8{SHEETS 2&3 4.ALL SCIS TO BE STAMM STEEL 304 OR 3f8 AS SEM OR CORROWN RESISTANT COATED 4ARBON STEEL.AS PER DW OF 9)AND SEMMM A AND 8(SHEETS 8 AND 9)Dan THAT mom m,®&(DSHALL AAT HE USED. 50018 W/50 kat YIELD STRENGTH AND 90 ka/MIKE STRENGTH AND SHALL COMPLY W/FBC SECTION 241 f.13.4. d AT LEAST OAFE WMh7NG LABEL PER OPEMlYG SHALL BE PLACED MI A 00AWICUOLS LOVS1iTON ON ANY OF THC* fXAVPONEN75 OF 5.-BOLTS 70 BE ASTM A-3O7 WLl4NVZM STEEL,OR ACT J04 SMIES STAINLESS STEEL, WI H 38 kV MN/MUM TOELD STRENOnt T 4E STORM PANELS SA39EM•AWSM THE HOME OWNER OR T&Wff THAT STORLN PANELS WILL NOT OFFER NURRICANE PROTECTION UAILM ALL RERFORCWO BOLTS ARE PROPERLY 0441ALLED WHEN REWAr" & ANCHORS TO WALL SILL BE AS FOLLOWS: 9. IT SHAU.BE THE RESPONSIBILITY OF•7HE CONM40 R TO VERIFY THE SOUNONf5S OF THE snwnm WHOW SHUTTER IS TO BE (A) TO MW POURED!X)IOREZE W&W EDGE DISTANCE(ED.),AS PER SHEDS 5 THRU 7.• ATO INSURE PROPER ANCHORAGE ?ms SHUTTER SHALL ONLY BE ATTACKED ro CONCWM BLOCjC.O�t•WOOD FRAM£ • • f/4 0 TAPT E- &TSS4 SET ORS AS ANCHORS AS M�Y ELO CON BY LT.Nt/BUEDU R((MITI. rcaMp Pal) m THE•MCSTALLAwN cawpACTOR TS ro aww ALL SHUTtER cAMAONENT EDITS jamm AN MW;l IONIAL�M: - 1/4`0 CRETE-FLEX 554 ANCHORS AS l,4NUSAC)RED 8Y OWE FASrMAK N PRODUCTS(MITI. Pca.LT50 psi) THE BIUMdAO TD PIPEVEA+T TVM1D/IPAW!T --L/40 x 7/8'NCALK-0*VMS&WEAAS Ldp 14-0TUKNEZA POWER-A NCH R5 MIG (Mln. F'WAO pat) •• • ••• • • tDU (ANE7dbt- FEMA.E D"OR 1%40�ANELATATE PLUS-ANCHORS AS MANl/FACnURED 6Y£GOD DOA5IRUCTIDN • i PRODUCTS'AL POWSo pat) If.A v BY'TAM�JU SDVIONN P r o�TO TF8 Mr THEi DRAWM(G 0 6tRLDiNG PAID IQ�AVS RECUL�QA�: -.i/4 m x s/4 Au POAvrs maser ANxio>�s As asmODrm BY ALL POINTS scREa� BOLT a��EcuLrY�o. � 1*-3000 PM) • f2 {e) THIS PRODUCT APP'ROrAl.DOCUMENT P.A.LL)PREPARED BY ri�Ems'1S•I�NEERiC.4VD DOES NOT ADVICE MM'ORM97XIM••• _Norm FOR A-sur SPECMTC PROJECP.I.e. WERE 7N£am GOND as opm7E FROM 7""A •• • • A 1)MMM 8660M£NT WTO POURED CONDWIE OF TAPCON ANCHOR OR GREW FLEX S94-8.1 3/4 AND 2"FOR (6)CONTRACTOR 70 BE RESPONS ME FOR THE SELECWT PURCHASE AND MMTALL NONOVl3.ULm LOW SAF"of TMS-PRBDdtl!'• 'MELMATE.FEIIALE D'AND 'PANELM M PLUS' 86ED ON TIS PAD. PIED HE/SI#•DORS-NOT DEVIATE FROM THE!Y)NDRTONS DETAILED ON�DOCUU • CONSTRUCTON SAFETY AT SITE 1S THE LOM40T0"RESPONSIBILITY. •••••• ••• ••••• A2) 7/8"CALK-IN ANCHORS"Ll.BE ENTIRELY EMamoM HM POURED CONCRETE NO�'lNro STUCCO SWI. . • • • HE PMMO. 1/��CCQ=SCREW USM SHALL BE 1 1/2'LONG W MtAI SHOULD SWCA DW,,AND 1"ON" lo) 7W PROM"APAROYAL DOCU14 T W.L HE COAWDERW HWALID M•MODM7ED.•• •• •• • **so** A.3)MMMMUM E74I#'OMENT OF 1/40 x J/4"ALL POINTS SOLID-SEr ANCHORS SHALL BE 7/8'lNn7 PIX/RM QDNRVE No (d) WE SPELM PROJEC78 BALL BE PREPARED BY A FLORIDA REGISTERED D MWV4CHRECT NOCH NC.L BOOMS PE •• EMBMAVENT INTO STUCCO SHALL 8E PERMITTED. 1/4"0-20 SS MAaW SCREW USED WALL BE 1 1/2'LONG EN VEER OF RECORD(EO.PL FOR THE PROJECT AND WHO WMT.BE RESPOAWaE FOR W PROP"USE QF THE PAA••••• MWX&SHOULD SWCO VZT,AND 1"M#ANM FOR WALLS WITH NO STUCOO. ENGINEER of RECORD, AS A DELEGATED ENGINM?TO INE PAR ENGINEER, WALL SUBM?i7►•NBWTIER THE 59E SPECMTC ORAV/UNOS FOR It"" • • • • A4)W CAST THAT PRECAST STONE PRECAST CONCRETE PANELS OR PAVERS BE FOfM/6 ON THE DOSTM WALL OR FLOOIL (e) BEAR THE CUE AND ORIGIML SEAL AND SIGNATURE OF T}!E AR NAL ENGINE*P RECORD rmT 00*•• ANCHORS SHALL BE LONG ENOUGH TO REWH THE MW STRUCTURE MW SUCH PANELS ANCHORAGE SHALL BE AS PREI'AM ff. #4010470 ON N07M A 1),A.2)&A3)ABOVE 0*60 1.L SHUTTER NAWFACnAWeS LABEL SHALL 8E PLACED ON A READILY AND VISIBLE LOC477ON AT PANEL GIVE 141W-.DME COUNTY lb)TO E7fLSTLNO CONCRETE BLOCK ASTM c-90- LABEL S 4LL BE PLAGO FOR EVERT OPEMWa LABEL SHALL READ AS FOLLOWS: 1/4 0 rAP/CDAts&MAXhSEi TAPCONS AAfC/ORS AS MANUFi1CTTlRm BY LT.W/BU2DE74 AVC *ESTFRAf MEDIC 57/PFL INC. - a/4'M CRETE-tZIX SS4 ANCHORS As MAJJtJFACNRED 8Y ELCO CON67RLTCAON PRODUCTSE PRODUCT CONTROL APPRdYEO. �6wmftftft - r/40 x 7/9"GUX-lAi AN(WOR5 AS MAA2/FACTURED BY POWER FASrENE1P$ A (MITI. Ptnmt30D Pad _62.0,1.a - t/4 0 ?rANELMA7E FFMM F D'OR 1/40%�ANELLdUE PLUS°ANCHORS A5 MANUFACTURED BY ELCO GONS7RUCT70N PRODUCTS£Min Prfr_2o71 pM) - 1/40 x 3/4 ALL AOWTS SOLA-Sk7 ANCH�S AS D�8Y ALL tO/MS RICH BOLT&�EIXALTY CA �/�.� (MITI PTng1800 Pel) tCmtlrW NOTES FLQRIDA BUJLAING CODE(Nigh Vekfoify Nurrkwna Zone) a 1)MINIMUM E2HBEOMENf OF rAPCON AP Cam 'TANELM rr Faws D"ANCHORS RANELMAm PLUS"ANCHORS AND CRETE-FLEX SS4 ANCHORX INTO 7CONCRETE•BLOCK UNIT SHALL BE 1 1/4' "7HPCK cmmNim Ldmrw scar✓Cee &2)7/8'OUX-W AN01ORS MA1 8E ENNELY"18000EDDED WTO THE CONCRETE BLOCK UNIT. � �\' G��S '' _ Taf¢c�3 Ora awoSTEEL STORM PANEL mew sir NO FMBEDMEW INTO Sn1000 S U BE PERMITTED. 1/4"0-20 SCREWS USED SHALL EW 1 1/2"LONG MMVMUM .&�, . rips/rt SHOULD SnICGO M7,AND 1"W MGze FDR WAS WITH NO STLrCCO. $'�"" , �f. E C O i etc. FASTERN MEW SUPPLY, INC. VAN 111 :q� raur resruva a rwawrerarwe coarrnwr rAtui nr &J)MM!lMUM FMBELVTENT OF 1/4"0 z 3/4"ALL POWTS SOLD-SST ANCHORS Sld4Lt BE 7/8'WTO n!E CONIXrETE BLOCK ;: �((L t'w; vaa. rw ra .°r 4 i`°° 11-116 UNff.. NO EMBMMENT INTO STUCCO SHALL BE PERMITTED. f/4'0-20 SS MACHINE SCREW USED SHALL BE 1 1/2" - w-ooaeyra ox., o� aK w .�•,w mz r•va,• LONG MMTI`IAf SHOULD STUCCO L7NLST AND 1"MMMMUM FOR WALLS NITH NO STUCCO �r`` iTaam0.A ' w _ � - atr r or a 01 °°eNiNilliNNl///e • oN 61F4Y10 aeY �ommRo mt wr as •aaaa� a as 8tte66F-m 9!i-d l eoxr•u was mm 153/1 savowom 778L6 JM. f MIACM J,,,u Sl N3NOd OO ItIlya ON/ "A7ddn$ 7VJ3W N&31SV3 IN MR= 73NVd B9M01S 73315 «s rL' � m (01 01 NOUdO) 5VIWON Vi{LN3& 03ZINVA7VJ NOW„01'0'0 �bP3ty[eox0 > �'':;S'/�l'J1'1. °°oubw-tv Mw WON VOl Ot (aaoZ ou—nil 141-IOA AH)3000 JNl07dW VlNWW r. 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PLUS A e W t 4"0-1'D • • p' ) SBEN "Bw092 ••eee a •ee e•ee• mm J W i a•0-20 TBQ T•(S!t S1EETs 8 TfElfr a� CMA ED. nwu fP1R av SIE ee• •• • 0000:0 BUILD OUT INSTALL4T70N COIUNG & FLOOR MOUNTJNG CD-LING & R-"„�(OUNTING • • SECTIONS 1N lNSTALLgT/ON — ECTION 6 _T L SECTION 7 ••• •••• _ ,A LAON — SYr1tE':J�,_ 1• SCALE:J/B•.1• SCALE:3//•-1' - • 3�• 1• •••••• •e • 0000 • e • •SDE aTAtn Botts ARE SCREW J/a•DxJ 0000 bAAW-DADE COUNTY ASSPPERNM0 gR�aw7S/EEY f) PRODUCT wJth W f MAGBNE I la.4 wt Orr TSN oma; 7 AS PER NOTES A&B 1) 8 £a.m �D/STANt� not Cos” 'so A.r/ef09p°°AO fLORIDA BUKINNO CODE(High Velocity Hurricane Zone) ®2c�fafEca 0.030" THICK OALUANIZED BEWM mawAa F y STEEL STORM PANEL DNA"art NOTE POR Cdt#WWM of SECnOW 1L E C O Awa. EASTERN METAL SUPPLY, INC. 11/VAIr 115/11 W.v1/rzooa/cE2Arc MOfAYl1NG sEcnoNs CAN BE ;rte Z WMWWW 41 cOmvm At ANY SAY TO S12T ANY 8Y5TALwm. Z •J :YC' raw nwrm a gmjlm COMPANY wr P" a q �� Otlt J�q p,Rm J04 Mi19M R J11 ORAWdt'@I No y 0�•., •�� PLaL+e�A�l-f0ID.rbr t( to7t E8- 8718 016 W I o1R 0K xe oRl s�i Oaeon fL�A lro N187 t 1 _ 4 _ S16ET J Oi 9 fffNP0f1!►ININI�O . . ... . .• ...... . . . ... . . • • . ....... •. . . . . . . • . • •...• .• .. ... . . . a was p p • .. • f7RbPE0 CONCAEIE; wcAocNtCNoEN1E?B•xcax'x pp • • •• ` •• •• • • R—W— StWS ••comawl •WA[ k6 • • •• two •0• •..0cPfO . • •• p •1?'a G lip U •• • • •••0••0• • •• • • • .00 ••• •• ••• • • • 4 LCL• p • 000 0 0 • • 0000 1 0 • 0 p • • • • • •• ••0 • 00 0 • ?'x4'x,1?d' 1. r • • • • 0000 0 •• •' • J10�8-N14 OR x-18 ALLOY .fbaL Akara AAtfB.E' A6L e @ e p '2 `3 '4 • • �8 moi*• •LL7 $!Fi YJfA'7•.V OR Akan.ANSLE OR pyp , .080"J106-H16P SIW E A \—.y— uEw,v , Mr PLAN XW MAL,-: 1/4'a f" �II4OL a 7 310-414 -76 ALLOY 1 CASE B (P/an) CASE C (Plan) ?`x Y X.093,5108 H-14 OR SOW-78 SOCE 1/4`= 1• sCALE 1 4" 1;000 ALLOY Cont Akan.ANGLE W/1/4'bx/J/4' / 7APWV ANdWn•t?'aG 0 0 .--.-..m. P01A4LD COARRLK LamC � : 000 0000 0000:• HALL OR 6W wow STNS \ •• 0 •0• • • A 1 aoao \ • • • ---� 1•e xp _ •••••• •• 00000 • BLOCK- - 000000 • • • WAt1.OR?'SM" •0000: WOOO SAA>S y 0 0 0• •• • • Rf0(ARLD • • • • • ' 0000 • 00 00.00 000000 • ••• 00000 .CASE D (Plan,) 01000' 0000 • 0000:• SCALE.- 1/4°a 1" :•0000 • 0 CASE E Plan) 9.0.00 • SOUR, 1/4'a 1- 0••••• • • :9000 0 • END CLOSURES DETAILS ' ' •0"" •00• IWAW- W)£ MAXWM DESIGN PRESSURE RATING (t s fCOUNTY ) AND �,c, G't9RRESPOND/NG MAXIMUM PANEL LENGTH "L" SCHEDULE g, Flows 7 MAMMA" DFSM Mm PANEL LENOM AM004 GE 70 HL SEPAWZM SECTIONS 8& xK Cowl rB. (sEELsLcl�ioHs) m A"101 n kr mmmm410,iA %T°`��N„ +66.0• -76.0 7•-6'OR LESS 3' 1.2R4.s&8 0mm Q """' ••d '"a FLORIDA 8NIONG CODE(High Yetoc/ty H&Wcone Pone) •?ooB 1a7EO0 BA 0.W0" THICK GALVANIZED BERTHA 16Qv,/AG. +sao, —7o.D >7•-6°W a•—s" r r.�3,as&6 S N0.44167 STEEL STORM ,PANEL B��� +66.0. -760 7-6'OR LESS 3,114- 6& 7 e A ' C O F.�►S7'�m METAL SUPPLY, INC. 1t 111 +60.0• -70.0 >7'-6'70 6'-6' 3 3/4" 6&7 ��p f ��0 1 •�D m n u AV00 . se.aoa aa/ae 11-11 s s.�F• 0 10�,,���omo vsa. '�1-raro. (1r�ii i�. .rp4�.... E8-OOD07tB aaa a oamnpr amr mea awmml ,� 0&1Nm Ago Lto FLORDA IYROA A. .8:P.E •'d/q a 44167 - - ow 4 Or 9 s • • • • • • 0000••• •• • • • • • • • • • 0000• •• •• ••• • • • Kareem AVSHM 41PACMI-RUP B R.J Wa OEMEtK a=(ASOM SOMP akv ou amm e smomp9m, •• MINIMUM ANCHOR SPACING LISTED BELOW ARE AS PER MIN. EDGE DISTANCE anew am sv�nx a•a'rfam rAMONA UN I Aww®•ram Ianx r sao-w M+�o r umm%-(A) • SCWDULE. FOR E.fj CHAD I F�INDj�ATED �E aQ(CNOR SPACING m m euaaa m OWAV a/J M•MMr to ro Mm•T w omatm m MUM m 0 Mamae m�P m mom • •B1�MYLTIPLYiNG•Sr♦' G �1 Q{t�SCIijTJULE 8Y FL�LOW/NG FACTORS. rP• WA rx WA rr Wa is WA tP• WA WA WA I • •F,OTt•T 19-OWRMO"TO M'PMSSM, AhOUOED•SPA&•NG OMWED USING I rr tr r fir Ir rr it, it It* Ir rr r[Bonav i 0 F M SS � �!lfMtH P SPACING 4NOK0I"FOR EACH Ir WA it WA rr MIA it MA it WA 1. is• • AftOR ��i tY 'o•o i •i• i rP• rr rr r Ir rr rs• W it }i• MIA M A P(aDIIo11) FACTOR rr WA Ir WA Ir MIA it MA tr WA WA WA ! 1 tr ro• Ir r rr rP rr It, 12• i1• WA WA J(soman ACTUAL!E.•D. 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