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WS-15-1653 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238228 Permit Number: WS-7-15-1653 Scheduled Inspection Date: November 20, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: TORRES,ONOFRE Work Classification: Window/Door Replacement Job Address: 117 NW 100 Street Miami Shores, FL Phone Number Parcel Number 1131010220310 Project: <NONE> Contractor: CUSTOM TEN INC Phone: (305)932-3299 Building Department Comments CHANGE OUT 15 WINDOWS AND 2 DOORS WITH Infractio Passed Comments IMPACT INSPECTOR COMMENTS False Inspector Comments Passed Failed a Correction ❑ Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 19,2015 For Inspections please call: (305)762-4949 Page 5 of 28 15uun gs , Miami Shores Village R¢ 10050 N.E.2nd Avenue NW19 An"z Miami Shores, FL 33138-0000 ; � � W' % a..ffiAm Phone: (305)795-2204 M� E 24 ion: 12/29/2015 Project Address Parcel Number Applicant 117 i 100 Street 1131010220310 I ONOFRE TORRES Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ONOFRE TORRES 600 GRAPETREE Drive KEY BISCAYNE FL 33149- _ Contractor(s) Phone Cell Phone Valuation.- $ 8,500.00 CUSTOM TEN INC (305)932-3299 I N.. �,,,� �. _. _ ,.. m.. .m ......._,. .... I Total SqFeet: 124 Type of Work:CHANGE OUT 15 WINDOWS AND 2 DOORS W Available Inspections: No of Openings: 17 Inspection Type: Additional Info: Window Door Attachment Classification: Residential Final Scanning:4 Review Building t Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# WS-7-15-56196 DBPR Fee $4.05 DCA Fee $4.05 07/02/2015 Check#: 14088 $304.50 $0.00 Education Surcharge $1.80 Permit Fee $270.00 Scanning Fee $12.00 Technology Fee $7.20 Total: $304.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is ac rate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above med n c o do the work stated. July 02, 2015 Authorized Signature:Owner / Applicant / Contr to / Agent Ta te Building Department Copy July 02, 2015 1 Miami Shores Village r RECEIE]D Building Department JUL 02 2015 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 FBC 20 , " ' BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I1/ /vw ZOO S-7/ ET City: Miami Shores County: ,>, Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: S"46 Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone#: Address: / ( 00z� b2 City: /� � / State: Zip: 33� Tenant/Lessee Name. Phone#: Email: c' CONTRACTOR: Company Name: �S7�1 7-� 0�C Phone#: 30 J( Address: Z-f¢ZO � �,� LIA- 61 46�/UJD City: 14111-A4I State: /C"c Zip: 5517? Qualifier Name: gyp z:. Phone#: 3ri7S'r y3� zip�� State Certification or Registration M CcC✓ 15-0.5,k.5-V Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ G7,.500 Square/Linear Footage of Work: /Z Type of Work: ❑ Addition ❑ Alteration ❑ New K Repair/Replace ❑ Demolition Description of Work:_CAA") Specify color of color thru tile: 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) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address 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 an reinspection fee will be charged. Signature Signature WNER o AGENT CONTRA TOR The foregoing instrument was acknowledged before me this The forego instrument was acknowledged before me this day of talk 201, by day of_ ) 20 , by 1t) Y2 -To rrwho is personally known to ✓IQ e'E=- �-�/�� who is personally known to me or who has produced C{I'.� 1620 -b 4O -YS-3.2-Zs' me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: 1 1 its Sign: Print: 1"I . T�� P 00 Pyt, Notary Public State o Seal: ;` °;`� Seal. r° � Joanna M Feliciano ®�wRy Notant Public state of Flo' My Commission FF 082753 < h/l E AI er �^ �'�oFP° Expires01I12I2018 MY commission F_E11S682 .11 r0) Expires 07/2612616 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY -�- STA FL'OR RTMEi �aF BUSJ ESQ 19 ND RRC3�.ESUMA FtE�U PJ� .. S'RY F� ti3E 'FXO r ✓ °4 3.iMF _M W66 ec[be.Ow r. .. rgF 1Uerr�.. aStar�sr� raPt� S � °-�pfl'afii'tir�da#e AU�;..31�,�D'F6 m � tV J t =14 r " -Ll . r ■ ISSUED: 08/27/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408270003755 000668 nle , ,, �r",,��r�i'�a��e�vszd��z �r��,? ''✓i'��r9�r��J��a ��`�r'�4fr�'�' ��" rte? "as.,�a� ksl ,: ,r., Y a�" 2Y&"��,-'�hx�S.S^ x^�5^r+* 'of N*a"'1 x �kw" �I7`7�'S `J,x y7 E y✓ ro+i r+ e�y k k;r 9� r7e�+ 4 �"g �' m'e�? 'lmi ry xt �"`a'�1 a,. *kua;'raa �'! ru��,�, kl�,x'.^x ��r�yrh�� „�,�m„ ,y zg��'�rxz r"" .x*a�nl`Au�'�a u�^'�� y�z�J✓",k,�:m"✓w'z�� .,a�s'��r'"�`t+ `a.�k�r�5�'�' k`,'` r�"�y.�.^�'�wB1 pew r t �r a w"�rc rw � �,� 'z"^;r,v� s � "°tt a�" ✓ >�'!z y � r a a r n �r w. xPsm^:�_� r s,.•rv��ti��w ��ra �a z� �a,� n �,,r�7�p %��,J �,�� "e gym ✓ "��ri i f x"r!` "�xa r rk,`".e�.,,�wz,%`=' zr�„ t' ,kR ,,r i ✓;r~ �' xs"'i,?ffl �°9�" .'mz �i��;�a.fiT^��y,�$s r`��f`k'`q�t�"��'�r m rS rhr��k'� 7C ✓�;�gy�rii"*L �y'r�y"u �a ,.�`-3"��' s�.� ti��'�zJ"} f a �: � >� ' � rt c z k ✓ � r a/ � r[iA�t�r m r r5 � r .w r"`r��a r,h', - mj7� a ✓Fa "�.�JY^'Rka �aS ✓?wtiik.: m`�,z t ks"ya �rJ,z fix'✓ ✓A., n 3 p7�d e�k,, a. OWNr aJ ry SEC.T BUSINESk ' ` awy' CUST INC1�* r x PAYMEIRECEI 196 GE BUILIDING SY TAX NOLLE 3�r" ry 4! &{F aryl, x o/'n'* vr" ',x y. n ✓,� r fr r* I x r 9 �GC150F'. `Ir F r 2't'ta""''✓u ✓ :. `'^'"+�;`„a"r+�5a,w✓ 1Na 7500 20 24 ': `t r fi r r t Ay 1"",fi;t sz k f> r n y r rd e.^ ( zY' mA` ✓tier x 2*' zY F"7 4/ w fi w. Q a 1l ` ' r � HECK 14-052220 xY.* Ae 4 i+"wyeY,�'r i avF,n r, This usine ceipt o`0141,11�3nnspant of 1 BeotaI pe certificlifnquirem which applyto the bu r r ° vkr�ECEIf�T ove m la ed "al vehi r err pza P Y e Sec 8a 76 F '„��"..o-".. ,. .,..7,Y�„�. ,.tar,r.,::.9nn. .....k.. .e,.m�.b”`✓+., �✓w,.+..�a��... �. .r..,�.. �,.r�. CUST011 OP ID:KD DATE(MM/DD/YYY`) CERTIFICATE OF LIABILITY INSURANCE 07/02/2015 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 CONTACT W.F. Roemer Insurance Agency PHONE Jonathan F. Remes FAx 3775 NW 124 Avenue Ext,954-731-5566 ac No): 954-731-8438 Coral Springs,FL 33065 E-MA L Jonathan F.Flames ADDRESS: jremeS@roemer-ins.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Mid-Continent Group 23418 INSURED Custom Ten,Inc. INSURER B: 21420 Highland Lakes Blvd North Miami Beach,FL 33179 INSURER C: INSURER D: INSURER E: 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. INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD MM DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE OCCUR 04GL000932619 07/01/2015 07/01/2016PREMISES Eaoccurrence $ 100,000 MED EXP(Any one person) $ Excluded PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) License#: CGC1505830 CERTIFICATE HOLDER CANCELLATION MIAMASH 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. Building Dept AUTHORIZED REPRESENTATIVE 10050 N 2 Ave Miami Shores, FL 33138 @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Report Viewer 6/26/15, 12:45 PM JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 8/30/2015 EXPIRATION DATE: 8/29/2017 PERSON: RYDZ JACK FEIN: 650068453 BUSINESS NAME AND ADDRESS: CUSTOM TEN INC 21420 HIGHLAND LAKES BLVD NORTH MIAMI BEACH FL 33179 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 https://apps8.fldfs.com/crreportviewer/reportViewer.aspx?d...DM3TLQugOMHAiaY78JawHaXwmZYgLWpC%2bCAcQgQBgl33sMtmA%3d%3d Page 1 of 2 611712014 Report View fi JEFF ATINATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL.SERVICES DIVISION OF WORKERS'COMPENSATION "CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed~below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 6/612014 EXPIRATION DATE". 61512016 PERSON: SE LLA RASIEL FEIN: 263377987 BUSINESS NAME AND ADDRESS: MAN STOREFRONT&WINDOWS CORP 3421 SW 64TH AVE MAU FL 33155 SCOPES OF BUSINESS OR TRADE; LICENSED GENERAL DOOR AND WINDOW CONTRACTOR INSTALLATION R# 1Wi ;a CbMWWM14s,F&.,xn dxcuFar exi v.€sa 4dcis a+ r-icn>kcm sok tet zri'brrr�ixaevfiy3ia 1dcC9an u- d4a s8ed23t rasp malt—bftWtsrxcrrx +a 'w*u sr2?sdx s,43asvarx�Chr3ta•4tA05;121,F.S.,CsrUftr, rs+.� kasta£ z:errgn,..: yadywihrtleacc�c eazomissw7Ha8hIb.�-ecxwm�91si'stnatwckres:.Fuson6aa '.c"Q.x3.r"5, d*ec� tlru:ttl6eexl�r4k :. x5 # E£flrt➢m tote e�ss�(s'1Y�!tie sfil$�3¢reACffi3on�at arcyLr le N7R�P�r�d t'hk iq�C9tt qte"ssaua"�#?hC Cet�fC�e,tF�GtYguR t.^urnxi rx?3seE rtr(�Lr *.eaa'Ac er l ma irre prssm'ra'r�K?tfb#�g c�tlfrc�erto w1w 5@`O:is se�sxi dth s;ssta adaesrfli s,TYs O+ L r aamr?35c exi�rJEmsfar#ai:,�e ai£t;,s sxSm DFS-F2-OWC•252 CERTIFICATE OF.ELECTION TO 5E EXENIFT REVISED 07-12 QUES"IONV{5d3;:ti3-t6?;9 https:/fa b.fldts.conVr,rrepaW /reWtVt .asp)Odata=figinc9D7Q3gH6TERfiePIKMZ°/fl2fSz5bXKYiB eIeESoPVyi IPC4PN42XeirDRGXVVVIiH,,, 112 MecaWind Std v2 . 2 . 6 . 1 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 6/29/2015 Project No. K15.0 Company Name G.D. KLIEGER, INC. Designed By GERSHON KLIEGER (PE #36109) Address 1909 HARRISON ST., STE 204 Description TORRES RES. City HOLLYWOOD, FI, 33020 Customer Name MIAMI SHORES, FL State P: 954.923.2111 Proj Location WIND ON WINDOWS/DOORS File Location: C:\Users\G\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure 411 Heights Building (Ch 27 Part 1) Basic Wind Speed(V) Ilb.UU mph Structural Category - Exposure CategoryC Natural Frequency = N/A Flexible Structure o Importance Factor = 1.00 Kd Directional Factor. = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon - 0.20 Zmin = 15.00 ft Slope of Roof j = 4 : Slope of Roof(Theta) = 18.43 Deg h: Mean Roof Ht _12_.75 ft Type of Roof = GABLED RHt: Ridge Ht = 15.50 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = Overhang Bldg Length Along Ridge = 60.00 It Bldg Width Across Ridge= 33.00 ft Gust Factor Calculationspul Gust Factor. Category I Rigid Structures - Simplified Method FGustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 0 � Gust Factor Category II Rigid Structures - Complete Analysis ti' t Zm: 0.6*Ht = 15.00 ftp lzm: Cc*(33/Zm)^0.167 = 0.23 ' 1 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft ) �'^ ' Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 ` a. Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 zr.. } Gust Factor Summary " z Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 r, j <f Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi �. GCPi Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 3.30 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------------- WINDOW/DOOR (4) 3.00 3.00 9.0 4 1.00 -1.10 40.05 -43.45 WINDOW/DOOR (5) 3.00 3.00 9.0 5 1.00 -1.40 J 40.05 -53.63 1 1:1 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf /tea G 4 TY • •• •• (may, •••••+ • • ••• ••• • •1 • C U Py ®�� •••••e •••••• • • •••••• • • AW MIAMMADE NIIANII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC C 11805 SN 26 Street,Room 208 BOARD AND CODE AMUNISTRATION DIVISION 786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE OA www.mianildade.aov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where 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. 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 ... 66 This product is approved as described herein, and has been designed to comply with 4he Flondat-Building••• • Code,including the High Velocity Hurricane Zone. 0 DESCRIPTION:Series"Eco-Guard 100"Aluminum.Single Hung Window—17.M.i- APPROVAL DOCUMENT:Drawing No.W09-08,titled"Eco-Guard Series-I d Alam. S.H.WdvA (L.M.L)",sheets I through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by 4Faro0q ••;•• Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Conrt1V?CpductrgnttQ1 Revision stamp with the Notice of Acceptance number and expiration date by the Mr"hnti=Dade Coun�rjr �' :• Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's ;Me* dr logq'ciU;state,'• • model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherlvise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this' entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#13-0206.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. p C a NOA No.14-0317.02 t D E Expiration Date: April 08,2019 Approval Date: April 10,2014 � �� Page l J Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum. S.H.Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by ' Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1 Uniform Static A' — p ) it Pressure Test,Loading per FBC,TAS 202 94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 0*•• 2)Uniform Static Air Pressure Test,Loading per F13C TA%=-94 ...... 3)Water Resistance Test,per FBC,TAS 202-94.' ••• •• 4)Forced Entry Test,per FBC 24113.2.1 and•TAft 202-94 •• •••••' along with installation diagram of a 106-1/2"wide x 76"high EM-Guard Series 100:•••• aluminum single hung window,prepared by Hurricane Enginee} &Test;,tg Ii'ic. Test Report No.HETI-08-2166A,dated 12/15/09, signed and sealed by Candido F. ••:••' Font,P.E. • .. .. . .. ...... (Stibittitted under NDA#09-0224.07 ...... •o . Test reports on: 1)Large Missile Impact Test per FBC,TAS 1-9 ;• ••• 2 Cyclic Wind Pressure Loading y g per FBC,T.ai$�"0�-94 . ... along with installation diagram of a 106-1/2"wide x 76"high ECO-Guardessixe; 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-21,66C,dated 12/ 15/09,signed and sealed by Candido F. Font,P.E. (Subiuitted trader NOA#09-0224.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2168,dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Subinitted tinder NOA#09-0224.07) Manu P.E. Product Cortol Exa finer NOA .14- 17.02 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) S. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76-1/4"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.Test Report No.HETI-08-2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 00.9 1. Miami-Dade Department of Regulatory and Economic Resources 1XR) .•. • 090.00 •• 0000•• E. MATERIAL CERTIFICATIONS •••`•• • :,...: 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours•&!je.,Inc,•• for their"DuPont Butacite®PVB Interlayer"dated 04/11/1 j:ggpjring qtl 12111/16...:..' . . . 9 F. STATEMENTS . a ement fettero conformance, complying with FBC--IM,&id of bo finkwill interest,February 24,2014,signed and sealed by JavadAhmac�,1; •• ••• :8000: 2. Proposal issued by the Product Control Section, dated 03/25!13, signdd.>3y:Jaime Gascon,P.E.,Chief,Product Control Section. _G. OTHER 1. Notice of Acceptance No. 13-0206.04,issued to Eco Window Systems, LLC for their Series"Eco-Guard 100"Aluminum Single Hung Window--L.M.I.",approved on 05/02/13 and expiring on 04/08/14. Manuel P.E. Product Contr Ex finer NOA N&1 317.02 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-2 M MIAiINII—DADE COUNTY,FLORIDA a m ` PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-259Q NOTICE OF ACCEPTANCE (NOA) wwiy.miRmiaAde.rov/economy Eco Window Systems,LLC 9114 NW 106 Street Miami,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 AHJ(in areas other than Miami—Dade County)reserve the right to leave this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11ECO—Guard Clipped"Aluminum Tube Mullion—L.M.I.. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion', sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If arty portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14529.16 ht1AMFDADE COUNTY � .`��`~ Expiration D -0ate: October 23,2019 .� t4 w Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision 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 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08--2192A, dated 0l/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-21660, both dated 01/15/09,signed and sealed by Candido F. Font,P. E. 4. 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) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum Mullion single hung window,prepared by Hurricane Engineering &Testing,Inc., Test Report No. HETI 08 2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC Stn Edition (2014), prepared by Ai Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P. E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. �. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No, 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E—I Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5' Edition (2014), issued by Al Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI48-2192A, HETI-08-2192B, HETI-08 2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P. E. G. OTHERS 1. None. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 618/13 Florida Building Code Ondine gFINE: tip }3- fes;-. i c r a 'ti -7a t•f6 fM �L r • FW36 (:artlri find BCIS Home Log In User Registration ( Hot Topics ! Submit surcharge Stats&Facts Publications FBC Staff SCIS Ste Map Llnks Search �•, Bus°nies J' � `ry ) I`"' " Product Approval ha �ro e$s1 1USER:Public User P Regulation i �, Product AooroVal Menu>Product or Ao aamUon Searcrt>Aoo!fca Lion List>Application Detail FL# FL10537-R1 Application Type Revision Cade Version 2010 Approved •7 j`"�� Application Status Approved FHO Comments Archived Product Manufacturer Thema-Tru Corporation Address/Phone/Erroll 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rfckw@nvbldgconsukants.com Authorized Signature Rick Wright ! rickw@nvbldgconsukants.com Technical Representative Address/Phone/Ernall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan I. IOng,P.E. 1!!rI Validation Checklist- Hardcopy Received Certificate of Independence FL10537 RL COI Certr iicate of indeoendence.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2D00 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10537 R1 Equly of STANDARDS,odf Sections from the Code " Product Aoorovai Method Method 1 Ootlon D wwrv,ticrldabuilrLng.wglprlpr appdtl.aspC?param=wGEVXCWDgtfYBJ2%2W7i6BHP2S1oK1DMQNQFa)fdiZlbznui�bbGrnv%3d°/a3d 1/3 I fi3/13 Florida Building Code Online Date Subrritted 02/28/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/07/2012 Date Approved 04/03/2012 Summary of Products FL# idodel,Number or Name Description 10537.1 a."FlberClassic','SmoothStar", 618'Impact"Opaque Fiberglass Single Door-(X)Inswing or "ClasslcCraft"or"ClasslcCraft Rustic" Outswing Configuration Limits of Use Installation Instructions Approved for use in HVH21 Yes FL10537 R1 II Inst 10537 1 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmldt,P.E.43409 impact Resistant:Yes Created by Independent Third Party:Yes Design Pressurel N/A Evaluation Reports Other:See INST 10537.1 for Design Pressure Ratings by specific FL10537 R1 AE EVAL 10537.1.Odf Model and for any other additional use Ilnftatfons and installation Created by Independent Third Party:Yes instructions. 10537.2 b."FlberCiassic','SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelite- (OX or °ClasslcCraft"or"ClasslcCraft Rustic' XO)Inswing or Outswing Configuration . Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 RI II Inst 10537 2 odf Approved for use outside HVHZ:Yes Verified By: Lyndon P.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Other:See INST 10537.2 for Design Pressure Ratings by specific FL10537 R1 AE EVAL 10537 2 odf Model and for any other additional use limitations and Installation Created by Independent Third Party:Yes Instructions. (Note- ASTM E1300.98 utilized for areas Inside the HVHZ) 10537.3 �- Classlc%"SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sldelites- (OXO) raft"or"ClasslcCraft Rustic" Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use In HVHZi Yes EL10537 R1 fI Inst 10537.3.odf Approved for use outside HVHZ-.Yes Verified By: Lyndon F.Scheidt,P.E.43409 impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10537.3 for Design Pressure Ratings by specific FL10537 R1 AE EVAL 10537 3.odf Model and for any other additional use limitations and Installation Created by Independent Third Party:Yes Instructions, (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10537.4 d.°FlberClassic","SmoothStar", 6'8"Inpact"Opaque Fiberglass Double Door (XX)Inswing or "Classl[Craft"or"Classic Craft Rustic" Outswing Configuration Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10537 RI H Inst 10537 4 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Otheri See INST 10537.4 for Design Pressure Ratings by specffic FL10537 Ri AE EVAL 10537 4 odf Model and for any other additional use limitations and Installation Created by Independent Third Party:Yes instructions, 10537.5 e."FlberClassic", "Snrooth5tae, 6'8'Impact"Opaque Fiberglass Double Door with Sidelltes-(OXXO) "ClasslcCraft"or"Classic Craft Rustic' Inswing or Outswing Configuration iI Limits of Use Installation Instrmctlons Approved for use In HVHZt Yes FL10537 R II Inst 10537.5.odf Approved for use outside HVHZi Yes Verified By:Lyndon F.Schrridt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other,See INST 10537.5 for Design Pressure Ratings by specific FL10537 R1 AE EVAL 10537 5 odf Model and for any other additional use limitations and Installation Created by Independent Third Party:Yes Instructions.(Note-ASTM E1300-98 utilized for areas Inside the HVHZ) aack fteltt contact Us::1940 North Monroe Street Tallshassea FL 32399 Phone:a50.4E7-1G The State of Florida Is an AA/EEO employer,rnnvdaht 2007-2010 State of F1odda.::Privacy Statement 1:AccesslhlptY Statement::Refund Ste tam ant Under Morrde law,email addresses are public records,If you do not vent your e-mail address released In response to a public-records request,do not send eian=lc map to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395."Pursuant to Seddon 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department oath an email address it they have one.The emalls provided may be used for official communication vdth the licensee.However email addresses are public record.It you do not v2sh to supply a personal address,please provide the Department with an email address Mich on be made available to the public To determine if you are a licensee nnd,r rhantd55 F.S. nl•a°"ribs:h"re. vmtv.11oridaWildng.org/pr/pr_app_dtl.aspx?pararrnwGEVXQw(DgtfYBJ2%2fM716BHP2SIoKIDMQNQFa*!ZlbznuiGbbGnw'Y.3d%3d 213 018/13 Florida Building Code OrIlne Product APprovaIAtceptsc setvritcraa-utxs .r. i I � I I i e= wAw,,floridabulld ng.org/pr/pr_app_dtl.aspXlparam=wGEVXQvvtDq fYBJ2%2(M7169HP2Sl oKIDMQNQFa)fdlZlbznuksbbGnw%3d%3d 3r3 ERMA ITRUO. THERMA TRU DOORS 1 7 8 1NOUSTRfAL DR., EOGERTON, OH 4351 7 SMOOTH 3JSMAX OV�ALt STAR, FIBER CLASSIC W07H �^ MAX CLASSIC CRAFT& CLASSIC CRAFT RUSTIC 35-V wmn{ x FIBERGLASS DOOR d11iSWI1YG/OUTSWING a '7 i Nola MPACr 5: 1. This product has been evaluated and Is in compliance with the 2010 Florida 9uncfing Code IBJ emclurai z 5 z requifemems kfcludurg the"High Velocity tinmicone Zone"(WKI. ,Q r 2 Product anchors shall be as fated and spaced as shown an details.Anchor embedment to base material shall be beyond won dressing or stu=. Be w 3. When used In the- C lhis product cornpries with section 146 of the Maida&Gdng Code and does not mq ft an impact resistant covering. n w � x 4. When used in areas outside of the Wrir requiring wind bore debris proiectton this product compteswffh Section 1609.12 of the 2010 FSC and does not require an impactresist on,covering This product meets misste level'7 and includes ward Zone 4 as derned in ASTM El?%and Section 1609.12A of the Sr b 5. For 2x stud kirnmg corutrucr in,anchoring of these units shoes be the some as that shown for Dr buck mmoruy constiucnon. 6. Site condflons that deviate from the details of this drawing require further-0—aft anotysts by a licensed engineer or registered architect. T_ Outsn4A8 coMigurafions using threstnotd item R4 meet water intntraikn requirerrtenis fa'IiVHZ; a 8. bowing configurafions and oviswing configurations using threshold Rem*5 do not meet the water inldtration n_ o - � requirements for ttne' H% HV 'and shah be instated only vinon+abitobfe areas or at habitable locations SMOOTH rNSWING 37.75 x 82.25" +75.0 -75.0 � Ix c protected by on overhang or canopy such that the angle between floe edge of conopy or overhang to std is STAR less than 45 degrees. O=WtNG 37.75"x 80.75- +80.0 -80.0 a, d 74BIEQFCQNIB47S SfIEETS 6EiGt1P7IQN CLASSfC INSWING 37.75"x8225' +7170.0 -100.0 na 1 1 TYPiCd olevarrors desim Are .uues3 gerierdnoes CRAFT OUTSWING 37.75^x80.75" +100.0 -100_0 nc =' 2 1 Door panel de1cft lsmoom Star) ~ R41Dear panel data (doss c Crofi) G1,dSSlC INSWING 37.75"x8235 190.0 -90_(j -0 Doc panel delg7s(Classic Craft Rustic) Ctt,4F1' cum 2 24 0,9Door ponaf deco U1Cer C5osslc RYJ= OUTSWING 37.75"x 80.75" +90,0 _90.0 saes, N.T.S.Norizontotcrossmclore YFMicoterossod orsIN5WlNG 37.75"x 83.25" +75.0 -75.0 °r` CFS Nuck and frame o ' -2X buck masa eanshuciian - Ftt1ER oMor Nohome ancha ng-IX buxJ masonry cax>rucnon CLASSIC 007SWING 37.75-x80.75 r$0.0 -g0.0 FL-10537-1Sfi of mateda6&campor sni3 $� xz�*t or t0 41 q� Q 45 '� EXTERIOR {{ R o 3A`3 m Y v NUIOR 46 42 = 3 ^ If i 1140190 TAL CROSS SEMON � E 2 E 4.10' v, 2 iS3 -1 —� f ` ' g —`t EXTERIOR INTERIOR DETAIL A A J � TOS Raft � t StttF m R A � Smooth sta' - 41 00000000 N 0.000000 - Z 00 000 000 0 00 00000000 0000000 - ooO0000O 153- w 0000000 0 00000000 46 0000000 00000000 �4 _� _ 45 _ r 0000000 00000000 0000000 28.86%OPEN o ; 00 000 AREA MAX, 0000 0 � 00000 � Z � 0 0 0 0 0 0 0 2 VERTICAL CROSS SE0014 oac 2/24/W 00000000 0000000 2 =uz- N.T.S. 00000000 axe.af: AC 'm ew_BY, CFS DJTAILA-A opnwac no.: Panel rerdorcement FL-70537 t o °` a 5d EXTERIOR Y - a e d - _ r A NTER1OR d g 3 _ - �NORIIOMA[CROSS SECTION 3 _ E 4.00 TYP.4 13 cows a OF PANEL oMUl li SMIOR 1,\rr R g 4 a 0 '� Cbslc aaR - S7 00000000 0000000 c 00000000 0000000 - H 00000000 0000000 00000000 ,IlPhnv��•,�9AIf f 0000000 00000000 v, fd IL�OY3 I 4 a 000000000000 000 / �?` ,^• _ 0000000 .y��/�y 00000000 "Y,r 0000000 28.86%OPEN O 00000 a MAX 0000 0 00000 O u 0 0 0 0000 0 rf'�VMCAL CROSS SECTION was 2 24 09 ° o 0 0 0 0 0 a \_/ sure N_T.S. 00000000 wxc.ar, AL' m ➢ETALLA-A arc M, LFS DFA N r - Pane[reinforcement FL—10537.1, n J: 3i 35 36 EXTERIOREMM 36 35 1 ;M ti - � 4= INTERIOR $9 m s 4 - 3dnm_ S 1 HONZONTAL CROSS SEDION 31 - 1.47-1 - 40 1 1-49- -� rn 4 13 CORNERS OF PANEL EXTERIOR INTERIOR � o 80 L OSAILA-A J 4 O - 000000 C � 0000000 000000 N 0000000 000000 0000000 _ 000000 ; Z 0000000 000000 O N 0000000 - N 000000 717P 8/U1, 0000000 ?' o 000000 0000000 �'1 Z VEMCAL CROSS SECITON 000000 28.86%OPEN 4 0000 AREA MAX. LoaH1NG ov[ 2 24 09 s 000 O g 0000 sues N-T.S 000000 0000000 ' AL m CW.or, LFS OETA7LA-A owAWNG:No.e Fwd reinforcement FL-70537.7 c a OF a . . .......... ..._..._... — - r. 67 -I 6l 63 � EXfER10R 67 R �g gee'1a�'� �yf f HOR►ZONfAL CROSS SECJFON 67rgmE � 5 ' 8 4.1(r L57 bi 153' a 4 EXTERIOR INFERIOR l ut �l a DEFAILA-A J m v 00000000 - 0000000 o O 00000000 - 0000000 1.1$' T. 67 c0.i 00000000 - 0000000 - F. ...{ 000000 0000 - 00000000 6d 4 0000000 t n 0000000065 .(,'��?* 0000000 00000000 i I 0000000 25M%OP94 No � 00000 ARFA� _ 0000 o 00000 a 0 000 00000 2-1 VWCAL CROSS SEC710N uTe 2 24 09 °. 0000000 00000000 or. AL DETAILA-A 40- e P0r)d refntofcemont FL-10537. sn¢r y5 a� AE C 1 2 1 N. 5 m At 9 a t0 v gym+ 14 •" ,�a�s d f ]8 EMERIOR 40 30 4 1 o 60 50 E EMB.(M4 D 3 HORlZOAlf CRASS SECi10N QD g 3 d 4 S d MownwltXsu k=kO I $) 7 7 7 7 O \ a L cuqK (�) (TYPJ l F s 10 IO � INTERIOR R4 IMOR 2 a L w/m/Im ,e 7w* {T H o 12 12 30 40 EX[ERIOR EX BZIOR 40 30 O are 2/24/09 i to/a Mw C 17 50 60 60 50 74 (cU 76 siva EMB.(ryp.) owc,or: AL m' HORiZOWMAL CROSS SECT N CZ�HORIZONTAL GROSS SEC710M EMB. NUN. en CFS a Outsw6igNtown-Inswing - ENB.(TYP,) mw.mc•0 c dm ako aPpravod PL—78537.7 0 $ swear or d E _ INTERIOR EXTERIOR Is!.- r _ L � RoE �1 da m C ` 30 40 C _�� 5 70 50 60 m�Oaa�S `Yv cc-f ao 30 � ao ao - s 60 50 10 ro z a S 8 o�jt= 60 so10 E p •. 4 v EXTERIOR INTERIOR EXTERIOR INTERIOR VERTICACMSS SECTION r2 yexrrcAi cRous+ECFroN C VERRCALCROSS SECRON � 7 PPro -fie 7 SAownwnxs�bbucrc 7Is�i"e9enerofCOnnoies,sheert for11vWwaferhMka on tt regtfimmenf5 Q O nl EXTERIOR INTERIOR EXTERIOR 1N;`ER R z 30 40 -00 tNMK)R EXTERIOR r O to 6 so 60 60 o O N a 2 7 3 4 70 3D 40 0 5060 d � O � ... -t^I:i;f •.`'r •.N:r Jam./ j a _' ^ .v v _ • •� • .°t, waw 2/24/09 i xua N-7.S �4 VERTICAL CROSS SECTION rS,VERTICAL CROSS SECTON b VERRCAL CROSS SECTION °MG 8" AL m 7 tmwing cons orlon 7 ftwing conbyuratlon 7 Oufsk rt9 conGouofion ctac an LFS seo genem!notes sheer t soe generol notes.SFi 7 sne generd ro es sheer t vauam +Da waforUifMmlion for FivHFwaterintaicafion for^HVWwderhMrarhn FL-10537.1 0 o MgLftff 8nd5 requirem rft m vxcr z,o� d r 11A8•MA)L z 3 m ON CENTER777 r SRS Typ. D Typ.v- —T to 5.' 8 MASONRYI MASONRY MASONRY JAMBS$ S OPENING OPEMNG l `" OPEN M —�° FRAME jt �E 2X BUCK2X SUCK 2x evCK =z `= - dO Cr W� S=ANCHORBQG BUCK ANCHORWG MNGEJAMS FRAMEANCHMM ST tlKEJAMB rc DP<--80 pst 80<DP c 100 pst Masonry 2X buck corchuction o � o N CONCRETE ANCHOR NOTES 71 i.SubsOkWon of equal concrete screws from o different supplier may hate different edge dsfance and center defance requirements. / 15 a 2 Concrete screw bcatiore at the comers l2 may to motnfoin the rrilntmtxn a distance to mortar a - o�� fO'rrk` 12 16 e locators ted e concrete screw cations no as MAX ON Ct3dTER"nxrs! be adflafed to maintain me minimum edge distance to mortar Joints,additional eonaete screws moybe required to ensure tho ma*m m on center dmension is not exceeded riv 3.Concrete anchor tabtJ L a: 1� N c_-AiVEHOlF';%` ::.: -'':41VE}fOR�:;;t. ;_�.;i4tlNfh+kiJM�vr`-,r:JGi1R7JGtf11tiSC$�6itiR:4NG£�-:;�:�Atf!tJA?tUINtCEEAl�iALF.1=:'fQ:::: 12 . 1'FE ,. SIZE FJLt88D11TEJtt " ZO M�S©NR> EDGE• 4GSACi J�7 4N6A0A:-.:': 0 2/24/09 °z 2-i/Z' 3" HMGE SAtt Cn7CHb1)EAo66LT DE7Atc mra or AL m wawrx wa FG-10537.1 °o TYP.HEAD &.IAMBS ��o lvb"Ry / o ry OPEMNG d d o s --j o is FRAME x 0 0 17 14 ry 1XBUCK u, iz tATCHdDEADBOLTDETAR m z� 0 e a n h7NGEJAMS FkAMEANC110WNG STMJAMB Mcsonry IX buck constriction E! o - 0 a 17 CONCREMANCHOR NOTES: 1.Substitution of equal concrete screws from c different suppler may have different edge distance and center distance (\LJI o requirements. ]2c 2 Concrete screw locations at Me corners may be odA sted to maintain ftmk*mjm edge distance to mortorjolnts,if 12 concrete screw focatfons noted as-A4 ON CENTER"must be oeAisted to maintain the minimum edge distance to mortar , k joints,oddttfond concrete screws may be requfred to ensue the maximumexceeded.on center a1men^ion is riot / a'- r 3.Concrete anchor table: s414 1N 0l;a, ANCfiOR.::,__t..z_;'tNHJltFEd{4E -; M71d11G4dM: L510E 1 ftN'UM'CiFA'RATCCI 7Q:': i2 'o Tx __R`>'E 311E SAlHPDA4i 7AT SQh1aSSOtNRY:H�6E A�lAGEIHr%W3fiOR::,_;• aac 1/4 i-i/S 2-1f2' 3^ HWGEDSAiL vw_sr: AL m' our.er. LFS a FL-10537.1CHEET 0 e t0 K rt Blit OFMATE?JALS 11EM I DESCRIPTION MATERIAL nB4l DESCRIPTION MATERIAL A I 1X BUCK SG 2055 WOOD 30 CLASSIC CRAFT RUSTIC )OOR-SEE DOOR PANE.DETA11.SHIFT FOR DETAILS a B 2X BUCK SG 20.55 WOOD 31 DOOR WN O.OW THK C RUSTIC =6=PSI MIN. FIBERGLASS Sn� �o ;• C MAX 1/4 SHIM SPACE - 32 TOP RALL CLASSIC C Rusng WOOD D 114"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK d.HINGE STILE C CRAFT R WOOD/LVL ,gz MASONRY-3.192 PSI MN.CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL CLASSIC FT COMP• y a re a E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35 PANEL R5NF0 Q023'TRIG CLASSIC CRAFT R ST® o 0 2 z G 3116"X 3.114 OW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H T If X 3-7/4"ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR- DOOR PANEL DETAIL SHEET FOR DETAILS J 1/6 X 3-3/4-E-CO OR TW CONCRETE SCREW STEEL 41 DOOR SM 0.065'THTC TH STAR =6.000 PSI MN. RBERGL6M 8 L #10X2.1/TPFHWOOD SCREW Sm 42 TOP RAA THSTA COMP. d �`€ S 1 INSWNGADJUSTABLE THRESHOLD p53WAJ) ALUM./WOOD 43 LOCK STILE OOTH WOOD/LVL 2 1NSWINGTHRESHOLD IMOOHP5) AL11M./COMP. 44 HINGE STILE AR WOOD 3 INSWNGSELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUML/COMP. 45 BOTTOM RAIL Od AR COMP, a 4 OUISWING COASTAL THRESHOLD ALUM WOOD 46 PANEL RENFOR 0.023 THK [SMOOTH ST STEEL OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR SEE DOOR PANE.DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN0J)95•THK. C =6.000 PSI MN. RBERGLASS sy 8 JAMS N SG>=0.55 WOOD 52 TOP RAIL CLASSIC COMP. 9 JAMB OA SG>=0.55 WOOD 53 LOCK STILE CLASSIC WOOD/LVL i r TO WFATHE2SiRiP FOAM 54 HINGE STILE CLASSIC WOOD/LVL 1 T HINGE STEEL 55 BOTTOM RAIL CLASSIC RA COMP. y �v 12 #10X3/-CFFHSCP.EW STEEL 56 PANE-RENFORC 0023"THK CLASSIC CRA STEEL 13 #9 X 3 PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE � $ 14 LATCH STRIM PLATE STEEL 60 FIBER CLASSIC DOOR- OR PANEL DETAIL SHEET FOR DETAILS - � 15 SECURITY STRIKE PLATE STEL 61 DOOR SIGN 0.065"THK. CLASSIC =64M PSL MN. FIBERGLASS 16 #8 X 2-1 IT PFH SCREW STEEL 62 TOP RAR JIM CLASSI COMP. r 17 #8 X 3/4"PFH SCREW STEEL. 63 LOCK STILE C WOOD/LVL m 18 KWLKSETPASSAGE LOCK-SIGNATURESERIES Sil3l 64 HNGESTILE F[3ER WOOD 19 KWIKSET DEADBOLT-SIGNATURE SERIES STS 65 BOTTOM RAIL 6R C Comp. 66PANS RENFO 0.023 THK OBER CUSSIC STEEL S 572 585 67 FOAM CORE POLYURETHANE, c o 45T o I i ID 711RESROIB .t. -r•• Y'n.+ I OdLUS10C19 �ilL^WIf1g0 tAlOblO � i 1• M1 � tracing Jct OWaving eoors�al X22409 ? ,\ N.Ts. AL IFS t d� m b OvtsvAngstandrnd kmvinp a�� 9 8 Janh FL-10537.1 F�0 R W R W Building Consultants, Inc, B Consulting and Engineering Services for the Building industry C P.O.Dox 230 Valrico,FL 33595 Phone 813.659.91517 Florida Board or Proreaslonal Engineers Cerlinrate of Aulhurizallon No,9813 I I Product Sub Category Manufacturer Product Name Category Swinging Therma-Tru Corporation Smooth Star,Fiber Classic,Classic Craft Exterior Exterior Door 118 Industrial Drive and Classic Craft Rustic.Fiberglass Door Doors Assemblies Edgerton,OH 43517 Inswing/Outswing Phone 419)298-1740 "Impacr, Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Therma-Tru Corporation based on Rule Chapter No.9N-3,Method 1 D of die State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or In any other entity Involved in the approval process of the product named herein. j Limitations. 1, This product has been evaluated and Is In compliance with the 2010 Florida Building Cade(FBC)structural requirements Including the "High Velocily Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product►complies with Section 1,626 of the Florida Building Code and does not require an impact resistant covering. 4. When used In areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an Impact resistant covering. This products meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-10537.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using[threshold Item 94 meet water Infiltration requirements for"HVI-IZ". installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-10537.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No, Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D635.03,ASTM D1929.96 Testing Evaluation Lab.,inc. Lyndon F.Schmidt,P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks,VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E.Fitch,P.E. ATI 67508.01-106-18 ASTM D1929-96(2000)e01 Architectural Testing,Inc. Joseph A.Reed,P.E. TEL 06-1031-1 TAS 201-94,TAS 201-94.TAS 20394 Testing Evaluation Lob.,fnc. Wendell W,Haney,P.E. 2. Drawinrl No. Prepared by Stoned&Sealed by No.FL 10537.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P,E. 3. Calculations Prepared bV Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation Issued by National Accreditation and Management Institute,certifying that Therma-Tru ' Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. • FL PE No,43409 212$!2012 PF 1454 Sheet 1 of 1 UU W 53 1J8" 53-1/8. o WINDOW WIDTH WINDOW WIDTH Jo I o, 47 3/8" 47 3/8" 0 n D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) I 6" MAX. 12" MAX, 6" MAX. 12" MAX. a v HEAD HEAD m w HEAD HEAD m W C CORNERS A CORNERS A a !6 -'U �O -U O 12 !i A.- if JI SWEEP LATCHES ,fah � II II FROM ENDS" t II II >7 ri ! - I all d'�' B fl w U)i o _ m • _ -I it 11 li m • n 3 1 - --�---- I- ` 1 If li S J 0606f � V, io � �! IE � 3 • cu- \ —JI — 1 II " •••? •••••• x _— —__— ___ ___ ••• ••• .0 '1 �i II N •0• t'J Q II dj' 1I Cil : O� �� 1I ••• !E �" • x"x • - II y2j I ►I •• (nip•• ••••• •• to O�p,I•�N •• ••• FALSE MUNTINS NO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL :.• 0 .- • (SURFACE APPLIED) (SURFACE APPLIED) _ • • OPTIONAL 47 3/8" OPTIONAL 47 3/8" Kn .4::°: D.L.O. (VENT) D.L.O. (VENT) •" � 3•¢ ,•8 •••• SPRING LOADED LATCHES rig iyq AT 7 FROM ENDS VENT WIDTH OPTIONAL TO VENT WIDTH w W G) SWEEP LATCHES ECO-GUARD SERIES--100 EQUAL LITES rn'• UNEQUAL LITES (ORIEL TYPE) fl ALUMINUM SINGLE HUNG WINDO`Y YEICAL ELEVATION DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TESTED UNITS o CHARTS SHOWN ON SHEETS 2. s APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER v c 0 y WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING I' .� ITY W 1 MIAMI–DADE COUNTY APPROVED MULLIONS IN BETWEEN. 713 —, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL JUL p � Nis WILL APPLY TO ENTIRE SYSTEM. y N a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE N o a e REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER a LOADS TO THE STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr: JAVAD AHMAD PRODUCT REVISED i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML. as complying with the Flattds EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FIA PE ; 705l9�2g Building Code� t� o 3!�SLI 1 A �tatlCO No 4' • C. u ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE I i !. L'x irationDwe 2 p N07 PART OF THIS APPROVAL. " 9 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, 't I3y � r ..'-•� ,k man, ade Ptodnct'Coniroli� drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 1 f W09-08 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL. MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ;�-'' sheet 1 of :6DI EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS WIDTH {�� co DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ro o! GLASS TYPES GLASS TYPE GLASS TYPES _ o FLANGE DIMS. W. 'B' & 'C' - FLANGE DIMS. 'A' 'B' & 'C' ZC7 ti WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/8` 75.0 90.0 19-1/$' 75.0 90.0 75.0 90.0 cl o 24" 75.0 90.0 j' 24" 75.0 90.0 75.0 90.0 /, 26-1/2* 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 m 0 t: v " 32" 50-5 8 75.0 90.0 75.0 90.0 �' 0. 1 32" 26 75.0 90.0 / 37" (3) 75.0 90.0 37' (4) 75.0 90.0 75.0 90.0 4 t v 40" 75.0 90.0 = 40" 75. 0 90.0 -75.0 90.0 a V C t�`! 48" 75.0 90.0 48' 75.0 90.0 75.0 90.0 p� 53-1/8' 75.0 90.0 53-1/8s 75.0 90.0 75.0 90.0 Uz QO Q G rz 19-1/8" 75.0 90.0 19-i/$ 75.0 90.0 75.0 90.0 Q \ �} OD 24" 75.0 90.0 24" 75.0 90.0 75.0r90.0 0.0 z z �l t� a 26-1/2' 75.0 90.0 26-1/2" 75.0 90.0 75.00.0 °f i IL z 32" 38-3/8" 75.0 90.0 32' 63" 75.0 90.0 75.00.0 Z a 37" (3) 75.0 90.0 37' (5) 75.0 90.0 75.00.0 as 40" 75.0 90.0 40' 75.0 90.0 75.0 46' 75.0 90.0 EQUAL LITES 48" - - 75,0 75.0 90.0-- a UNEQUAL LITES (ORIEL TYPE) z ` cv 53-1/8' 75.0 90.0 53-1/8" - - 75.0 90.0 •Uj 19-1/8' 75.0 _90.0 19-1/8" 75.0 90.0 75.0 90.0 "� ••••! 24" 75.0 90.0 24" 75.0 90.0 75.0 90.0 Z : 3 •" " ••••;• •• N ••• • 26-1/2" 75.0 90.0 ai 26-1/2" 75.0 90.0 75.0 90.0 w W • �{ 32" 50-5/8" 75.0 90.0 32" 76" 75.0 90.0 75.0 90.0 T! o. ... . - T5.0 90.0 •. .� •••••• 37 (6) z i6••, • " 37" (4) 75.0 �80.0^ � • w 40" 75.0 90.0 n. 40' - - 75.0in 90.0 •• 48' 75.0 90.0 cn 48 ' - - 75.0 90.0 z .• 3 M 53-1 8" - 75.0 90.0 ��. Q ��0V9•o •••:•• 53-I/8' z 75.0 90.D / - O 19-1/8' 75.0 90.0 z ; Z !Ji• • 24" 75.0 90.0 ¢ •••• 26-1/2" 75.0 90.0 ••• •Q ••••" » TO QUALIFY FOR SMALL MISSILE IMPACT RATING „ati, » z 37 (S) 75.0 90.0 w Lu W rn ui: 40" 75.0 90.0 48" 75.0 90.0 z 1/8" HEAT STR£N'D. GLASS 53-1/8` 75.0 90.0 » 19-1/8' 75.0 90.0 N " " 5/36 AIR SPACE 24" r 75.0 90.0 13 1/8 HEAT STREN'D. GLASS 3/16 HEAT STREN'0. GLASS 1/8" HEAT STREN'D. GLASS 26-1/2' 75.0 90.0 w .090" INTERLAYER .090" INTERLAYER .090" INTERLAYER clic 32" 76' 75.0 90.0 a BUTACTTE PV8 BY 'DUPONT' BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' `-S 37" (6) 75.0 90.0 " " z 1/8 HEAT STREN D. GLASS 3/16 HEAT STREN D. GLASS 1/8" HEAT STREN'D. GLASS 40" 75.0 90.0 ' $ 48" 75.0 90.0 O z 53-1 8' 75.0 90.0 SILICONE SILICONE SILICONE / z m DOW 899 z m DOW 899 z m DOW 899 m tfnn g N 21 0 4 i ' 16 l a1 io 16 13 •yrs rnca \ 16 �+ �' SETTING BLOCKS AT INSUL. LAM. GLASS i < m rn r KOYCH GLAZING 8EA0 LEG IFNi i 1 TO CLEAR BLOCKS En9r. OAVAD AHMAO PRODUCT REVISED N • _o CNIL as camply1%with tho Flarlda o 21 � � 21 89 21 .E C.A�.Nn1092 538 BulldiitgCadq I A,=In o0 No �- .G1 o 0 CARDINAL XL �rpiretion Dataki I L EDGE SPACER 'ay `4 � � � NOTE: GLASS TYPE `A' GLASS TYPE `B' ST. STEEL GLASS TYPE1N ; BY ff GLASS CAPACITIES ON THIS SHEET ARE Miami adeProductCantr drawing no, �il;i► ` I iri��i t BASED ON ASTM E1300-09 (3 SEC. GUSTS) GLAZING OPTIONS :, W09-08 AND FLORIDA BUILDING COMMISSIONW., DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of TYPICAL ANCHORS � 00 1BY 2BY` ODD BUCKLU I SEE ELEV. FOR SPACING MEtAL TYPICAL ANCHORS WOOD BUCK 1 STRUCTURE SEE ELEV. FOR SPAC{NG OR o W000 S RE MIAMI—OADE COUNTY APPROVED �, 4 a a. e• o MULLION & MULLION ANCHORS O 4 4 , a 4 a j 4 4 :'a d n 4 a, SEE SEPARATE NOA + 0 � a � a in L1 � eni 4Q TYPICAL ANCHORS TYPICAL ANCHORS Q SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Q vs QZ r—.z-1 O Qi J 1 1 G1 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM _ V C" AND TRANSFER THEM TO THE BUILDING STRUCTURE. J ••••i• • ..•� ...... 12 OPTIONAL TO •• m ••• ' "' ' '' TYPICAL ANCHORS: SEE ELEV. FOR SPACING 000 cn Ld M' •••• BOTTOM LATCH ,� .. } .. 114 DIA. TAPCOtd ��' 1TW (Fum120 KSI, Fy=92 K51} Ix 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •" 'o ar• ••••• 0 B 1-1/2" MIN. PENETRATION INTO. WOOD •� � ""'• tw 5 x ¢' o W 14 THRU 1 BY BUCKS INTO CONC. OR MASONRY ••• © ,_ t o 1-1/4- MIN. EMBED INTO CONC. OR MASONRY Z l,s •••... Z I •• 3 z q :... 3 W I t8 , 2t DIRECTLY INTO CONC. OR MASONRY o I 1-1/2" MIN. EMBED INTO CONC. OR MASONRY O -� • 14" DIA. TEKS OR SELF QRILLING_SC_REWS (GRADE 5 CRS) ' W °' 3 1 INTO METAL STRUCTURES a 1 i STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) o a ALUMINUM : 1/8- THK. MIN. (6063-T5 MIN.) g ..3 1 x o 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 p 1t o z 1 14 SMS, OR SELF DRILLING SCREWS (GRADE 2 CRS) o INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") g (NO SHIM SPACE) fA °' 6 2 t 11A TYPICAL EDGE DISTANCE j INTO CONCRETE AND MASONRY = 2-1/2" MIN. N •t 15 1 18 INTO WOOD STRUCTURE = 1" MIN. o °'� oI 11 ( C ) I INTO METAL STRUCTURE = 3/4" MIN. :� SI o 0 14A came 2 CONCRETE f'a - 3000 PSI MIN. 111 Ij ff MASONRY f'm - 2000 PSI MIN. Y EngZ JAVAO AHMAD PROAUCTRBVISED a CML as complying with M pudib n 4a a FCA. PE / 70A92 Building Code " w•. 44 4 C.A.N, 35313 a^ 4 4. Accepueuce No b 3 a- _ l4xpirmion Dae Iq $ I ro �3 4 $ \ SEALANT• ; E` `., �M�t ,AaaeProductContrgY drawing no. {ilf' ! • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09-08 JOINT SEALER. sheet 3 of=6 ITEM If PART READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY101 1 FRAME HEAD _ 6063-TS - ; o 2 FY115 1 FRAME SILL T 6063-T6 - p 3 FY103 2 FRAME JAMB 6063-T6 - 0 J 4 FY104 1 FIXED MTG. RAIL 6063-T6 - 5 FY105 1 VENT TOP RAIL 6063-T6 - ¢ tV 6 FY114 1 VENT BOTTOM RAIL 6083-T6 - O v 7 FY107 2 VENT SIDE RAIL 6063-T6 - a 8 FY108 AS ROD. GLAZING BEAD (5/16- LAM. GLASS) 6063-T6 - BA FY109 AS ROD. GLAZING BEAD (7/16- LAM. GLASS) 6063-T6 Ciq MIAMI-DADE COUNTY Be FYI 110 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - APPROVED MULLION 9 FY116 2/VENT SASH STOP 6063-T5 - ~- Q 4 SEE SEPARATE NOA TYPICAL ANCHORS it SEE ELEV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH, AT 7 FROM ENDS 6063-T6 0: W 11A - 1/ LATCH LATCH SPRING ST. STEEL 12 SL.203F 2/VENT SWEEP LATCH, AT 12-1/2- FROM ENDS ZAMAK SULLIVAN & ASSOC. �'�' S O N 12A 18 X 5/8- 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS a ` 1.3 2/ LITE SETTING BLOCK EPDM - _- -- - _- - -_ - -- -- ' 14 #8 X i- AS REOD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS .-. 14A /8 X 318- 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS U o .. _ N 15 E207 AS READ. BOTTOM RAIL SEAL — SERIES 101 NEOPRENE ULTRAFAS `•• To ..._ • Q w 00018 ••i•f• 16 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAS N a f - -- -- - - - - - - - 18 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB f• p 40i •-�. , --- 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS •• Yii FW, •:% , i• , m •f•i 19A #6 X 3/8- 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B ,' • In W ••t�ir. • • WINDOW WIDTH WINDOW WIDTH 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI i �� •• •i, 20A #8 X 5/8- 1/ BALANCE BALANCE INST. SCREW - P FH SMS •• •i 3: �)� {� ir1 ••••f• 21 - AS REQD. GLASS SPACER SILICONE FRANK LOWE •• OQ C M i Irj ,• 22 - 1 5/16" BOX SCREEN - OPTIONAL • N zw •••••• 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL : 3 • • 71.TYPICAL ANCHORS � 'o :••••= tea Q fit, Y Fm Spmlo is @) 1/4- MAX. $ 1/4' MAX. VENT WIDTH SHIMS 1j4" MAX. SHIM TYPICAL ANCHORS SHIM �, a tg SEE ELEV. FOR SPACING 18 7 20 a TYPICAL ANCHORS w o g 20 ° o SEE ELEV. FOR SPACING METAL Y WOOD B K _ _- - _ _ _ ° ° STRUCTURE o N R SCREEN OPTIONAL-------- Is; S o 0 /WOOD STRUCTUR m c s m v 14 EXTERIOR 1BY o WOOD BUCKS En9r. JAVAD AHMAD PRODUCT REVISED N � � 3 a CML as complying with the Fletfda � N FLA. PC 1 70592 Building Code c D.L. OPG. C`A N. 538 Acceptance No :S Ex 'ration Date ` s i r'.•, }� v ! v t'T WINDOW WIDTH A fi 'nY ociuct'Caltita drawing no. -- Wog-08 sheet 4 of 6 U METAL /� li o STRUCTURE *Y I TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—DAD£ COUNTY APPROVED 03SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS O 3 SEE SEPARATE NOA w IL 0 V oa ALT. rx TYPICAL ANCHORS .0 SEE ELEV. FOR SPACING Q it •0012 Is 0.010 0.00.0 `l S •ry • •.. Jed w ••• >" VLJ to 0000• DD • w + o• •+ .t `rj ��N 0.00•• o • 1/4w MAX. • 0 • • ALT. •• ?" Z ••009 SHIMS 0 • • • _jj W rn� r i uj d ♦ Q TYPICAL ANCHORS 47 SEE ELEV. FOR SPACINGvz� u cn .d 41z 3 i S a ' s i -. o a - o G .c to V 11 Al M `n INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ..nin MAI) mMnl) PRODUCT REVISED FIASPE 7AL 0592 as comAyins with the Fleride o N Building Code CAN. 35;t4 Acceptauoe No Expiration Date f $ •. drawing no. v >.• q a ". 'q Et 1:;; I ploduct Contrgl 9 - 09"'08 t� sheet 5 of 6 �2.750 4% V I W .062 � 14 � _f Z 1.688 .750 .062 14 d 813 2.750 F zd 2.812 1,140 Ij V 1 FRAME HEAD 1.202 E2.051 2.874 cy Oaf Q FRAME JAMB Q .o6a 2.tss 1.375 ' d101 .519 .394 .130 LL z W -1 � -I� � I I 045 .803 .050 .803 .Q45 .803 1.422 I 1�1�.047 FIX. MEETING RAIL O-�I Io ® 88 -�I 1.047 g o .�. J •••� 1.340 GLAZING BEADS . --I •••.1� •••••• 1.434-�{ •• •y � ��i ••••�• •,•••• 1.250 .062 i V- 2.063L Lr � • 3 V) ��--..••v • • 7.067 1.140 14 •• .� } tail••• ••••• .062 I ••. tom! � •� ••i••� 1 •• «- 3. • A. •••••• 621 a•• 13 � �• 5O VENT 1 TOP RAIL �7 VENT SIDE RAIL : Z $ •,.•.. ' • 2.027 O �?' • • 1.247 w 11 kW --T / o to .062 2.773 � 1.254 1.445 w o 1.929 1.750 .078 N og N Itj U1.14oL,963-4 VENT CORNER DETAIL!� VENT BOTTOM RAIL t 1 SPRING LOADED LATCH z 2.974 p � o 14 •L C < m v .062 g r 3.002 Engr. JAVAD A14MAO PRODUCT REVISED N o 2.688 FRAME CORNERS DETAIL CML as complying with the FtoridQ � N p ` " '� b F1A. PE 170592 Building Code 062 C.A.N. 35:38 Acte tanoe No Eacpiretioti lata 1q o ,t 874 .500 .769 _ �' b Y 500 '�-� a '13y Miam a c Prodact'Cor drawing no. ---2.750 a.fit1 !1 `" W09-0 0 FRAME SILL 23 FLUSH FRAME ADAPTER s .. sheet 6 of 6 o Z °D c 7[----- �� ---- _ t r(iT------ 0 a II uc id U+ I T- 11101 T- PO IIIAN --: I 1 II 1 1 ILfill g 1 1 0 If I �. 11� J1 I i1 I I 11 + 4.000 +I ll ��1 .--_�� +I+ �Ij I+ �_`_ t�TYPICAL ING PRODUCT ��`__ ----- I SSI GLAZ -- - I H I II M a 1 i l J 0• G cy .001 t4!r r � �1 TYPICAL WINDOW FRAME I �L___+I ilCftij t --�---I - UI W ei 6.000 0 3.000 4.000 J rn � J � Z ••,�• TUBULAR SHAPES • O '••W •••••• MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. L-2.Ooo-AALLOY = 6063-T6 • •] AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED ' J "`o '• IMPACT AND NON-IMPACT RESISTANT PRODUCTS. •• 02 LIJ :'s •••••• }} .••..• • � iJ� �,00.lir. ULLIMULLIONS CONTAINING TYPICAL GLAZING PRODUCTSRECTANGULAR ALUMINUM TUBE •• '� ;r••• ••••• HORIZONI& OR VERTICAL ` ""'• USING MULLION PROPERTIES ONLY •• O o�'�`�• ...... NOTES. SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 'Z Z y:i �• •••••• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • .� 3 Z:'"'in • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • •� •.••.• HURRICANE ZONE (HVHZ). ' Q Q �� •Eel • • ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ` APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER W INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS c ARE NOT PART OF THIS APPROVAL. o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITEO TO STEEL./METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: a� 0 USE CHARTS AND GRAPHS AS FOLLOWS. vy 0 0 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ` c FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS + MEETING ABOVE LOAD REQUIREMENTS. i Engr: JAVAD AHMAD a o STEP USE CONNECTION TO MULLION AS PER PRODUCT CML APPROVAL. FLA. PE r2 v USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH CAN`• Approved r�4 n��uzplytng�ti STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED *V L. 1N STEP 1 ABOVE. Ftorlda Buikiii Cn `,. $ Utttr !�_ #,'� USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS N90A.I�,[�:.� ir4 r �f �3 STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING N�);�„ 1j;��tf;.; i , E. °:'••�`:J CC Browing no. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP i ABOVE. �}� M 14-01 sheet 1 of g 1.000I~ .125 �) 1.000 2.000-�{� 125 �2.000� �2'�0 .250 �u 0 37 --f.125 5 I I I 1.000 1.000 --F.1125 Q z .125 .375 H o 125 .125 d g 4.000 .125 4.000 w 4.000 a/ 3.004 3.000 .125 0: Q ti 6.000 6.000 oQo M 375 .375 .125 .250 a Q G Ix = .9502 IN \ Ix 4 Ix = 2.0374 IN 4 IX = 1.538 IN 4 = Q \ \ 3.1878 IN\a IX 2.9752 IN\4 Sx = .6335 IN\3 Sx = 1.0187 Iia\3 Sx = 1.0254 I14\3 Sx = 1.5939 IN\3 Sx 1.4881 iN\3 1 X 31 X 4 1 X 4 2 X 4 1 X 3 Q b Ll TD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD, MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 J� o J � Ix = 8.2757 IN\4 Ix 15.2031 IN\4 In ••j• Sx = 2.7586 IN\3 Sx = 5.0677 IN\3 . 2 •4. ...... _j 066- 2 X 6 2 X 6 W �• •••••• STD. MULLION HEAVY MULLION � L ' 6063-T6 6063-T6 . tj >" L.J • • • VI H 00... •.... N f,- • • • .• O M• O • ...... • o - 77 .• • z Z }J • o . a U � •� W rn� -� .716 �- r--1.718--1 125 2.125 125 2.125 .125 Appmvttd as complying�ti°idti 4ttc TYP. TYP. Vol ° 2.000 IJ�CcIs tjilltltlT ' C? U ?dOAf1!�+�-• �j m T 1'r - ontnv I 5.500 5.504 I�-2.000 C d oa .N NOTCH NOTCH .4 c OPTIONAL 1/2. OPTIONAL 1/2' MIN. MIN. , a Engr. JAVAO AHMAD HLUL�-JAU CMLFLA. PE �74592 1 C.A.N. 538/2�1/2' MIN. MIN. 13 MIN. \ } ++�� ++��144pp drawing no. a �Q� �r'�:l G1lt't ANGLE CLIP MULLION CLIP MULLION CLIP M14-41 6063-T6 6063-T6 6063-T6 sheet 2 of Q DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) U WINDOW DIMS. 1X3 1 X4 1 X3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1X3 1 X4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X3 1 X4 1 X3 1 X4 2 X 4 2X8 2 X 6 o WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD, STD. HEAVY WIOTH (1) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY f9-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 59.3 55.3 120.0 120.0 O S: j 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2" - - - 42.8 39.9 141.0 120.0 �•+ ] z 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 78.9 120.0 120.0 120.0 120.0 30" - -- - 37.8 35.3 98.T 120.0 1" 9 N j 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 C 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" _ _ _ - 27.0 25.2 70.1 120.0 fi 48" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120' 23.6 22.0 1 61.3 112.6 C a 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.4 ,} 60' 120.0 120.4 120.0 120.0 120.0 120.0 120.0 60' 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 0 tai 66" 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66" - - - - - 44.6 81.9 cy 72" 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72" - 42.5 32.1 66.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 0 L Q Q �p 19-1/8" 120.0 120.0 120.0 420.0 120.0 120.0 120.0 19-1/8" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" - - - 44.5 41.6 115.6 120.0 0 .2 r• }j 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2- 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 a .21 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" - - - 28.4 26.5 73.7 120.0 �' Z 1R- t 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 4 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - 20.3 - 52.6 96.7 48" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 84" 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132" - - - - - 46.1 84.6 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.1 29.5 1 61.2 57.1 120.0 120.0 54" - - - - - 40.9 75.2 U a 60" 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60" - 35.2 26.6 1 55.1 51.4 112.6 120.0 60" - - - - - 36.8 67.7 J °' u� 66" 94.0 120.0 120.0 120.0 120.0 120.0 420.0 66' - 32.0 24.2 50.1 46.7 102.4 420.0 66" - - - - - 33.5 61.5 J •• u'i 72" 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - - 30.7 56.4 N u[7 • J •••� • 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8- - - - 34.3 32.0 89.0 120.0 1 W M4 1 ....; 26-1/2' 420.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2- 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2- - - - 24.8 23.1 64.3 118.0 F- : • • •••••. 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 22.0 47.2 35.6 73.8 68.9 420.0 120.0 30" - - - 21.9 20.4 56.8 104.3 } w•• • • 37" 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37" - 38.2 28.9 59.8 55.9 120.0 120.0 37' - - - - - 46.0 84.5 �/y '• •••" • 42' 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42- - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 � 3'. cD fi� •••••• 48" 50-5/8" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48" 96" - 29.5 22.3 46.1 43.1 107.8 120.0 48" 144" - - - - - 35.5 65.2 0r o C5 fi ` •• 54" 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54" - 26.2 - 41.0 38.3 95.8 120.0 54- - - - - - 31.5 57.9 1 Z Z fn •,••;• 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60' - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 2r 6. "i-i • 66" 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66" - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - - 25.8 47.4 � O Z� •••• 72" 59.3 95.4 96.0 420.0 120.0 120.0 120.0 72- - - - 30.7 28.7 71.8 120.0 72" 1 - 23.7 43.4 Q U c 19-1/8" 111 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 75.9 120.0 120.0 LLI rn m 26-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED 30' 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30" - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION 37" 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37" - - - _42.0 39.2 109.1 120.0 42" 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - -- 37.0 34.6 96.1 120.0 ��%GLAZING 'w" 63" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48" 108" - - VERTICAL- 32.4 30.2 84.1 120.0 PRODUCT �� 3 � 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54" - - - 28.8 26.9 74.7 120.0 MULLION o 60" 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60" - - ~ 25.9 24.2 67.3 120.0 z 0 z 66" 35.4 67.2 57.3 105.1 98.2 120.0 120.0 66" - - - 23.6 22.0 61.2 112.3 GLAZING FGLAZING PRODUCT PRODUCT 72' 1 32.4 61.6 1 52.5 96.4 90.0 120.0 1 120.0 72" 1 21.6 20.2 1 56.1 103.0 3 a GLAZING GLAZING ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT o � NOTE: W1 W2 MUWON SPAN '` c MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. a (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Engr: JAVAD A11MA9 w o CML FLA. PE 76582 c _ W4 + W2 CJ,N. 538 Approved ; 2 c r Florida O ro u 1VOAi! "J � k`. +r 114 drawing no. Ti iii P� t I`2 MULLIONS f r M14-01 �`�, sheet 3 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �u WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AS B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 A8 B2 B4a Bob WIDTH (W) MULL SPAN A2 A4 AS B2 B4a Bob 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 Z j 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 - 120.0 45.3 65.2 90.6 0 0z 30" 120.0 120.0 120.0 120.0 120.0 120.0 30- 100.8 120.0 120.0 64.6 93.1 120.0 W. 62.4 108.8 120.0 40.0 57.6 80.0 P 37" 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 88.2 120.0 32.4 46,7 64.9 C g 42- 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 46.2 66.5 92.4 42- 44.6 77.7 116.6 28.6 41.1 57.1 48" 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4' 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 88.0 102.0 25.0 36.0 50.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 ^ ,� 60" 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 }V; 1h4 66" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 42.3 58.8 66" 28.4 49.5 74.2 - 26.2 36.4 Q'8 72' 81.3 120,0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72' 26.0 45.3 68.0 1 24.0 33.3 0 IL Q 19-1/8- 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 1 57.0 82.1 114.1 Q 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 lz 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30' 56.7 98.9 120.0 36.4 52.4 72.7 Z 37' 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 37' 46.0 80.2 120.0 29.5 42.5 59.0 a W 42" 120.0 120.0 120.0 81.6 117.6 120.0 42- 63.7 1111.0 120.0 40,8 58.8 81.6 42- 40.5 70.6 106.0 26.0 37.4 51.9 48" 42• 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 54" 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54- 31.5 54.9 82.4 20.2 29.1 40.4 a 60" 89.1 120.0 120.0 57.1 82.3 114.3 60" 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 28.2 36.4 J cn 66" 81.0 120.0 120.0 51.9 74.8 103.9 66" 40.5 70.6 106.0 28.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33,1 • 72' 74.3 120.0 120.0 47.6 68.6 95.2 72" 37.1 64.8 97.1 23.8 1 34,3 47.6 72" 1 23.8 41,2 61.8 -• 21.8 30.3 • • J 0 •••� • 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 1 19-1/8" 81.6 120,0 120.0 52.3 75.3 104.6 •,I o• ��;� 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 1 120.0 120.0 56.6 81.5 113.2 26-1/2- 58.9 102.6 120.0 37.7 54.3 75.5 • 60 � Y • • 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7N 120.0 33.3 48.0 66.7 • •• W •• • • 37" 119.9 120.0 120.0 76.9 110.7 120.0 37- 63.2 110,3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 • 4 �CO••• •• •• •.... 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42' 37.1 64.8 97.1 23.8 34.3 47.6 .3 tn1:r. 3 :-no 48" 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48" 96" 48.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 56.7 85.0 20.8 30.0 41.7 O (0 • 54" 82.2 120.0 120.0 52.7 75.9 105.3 54' 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 28.7 37.0 Z Z �� • 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39,0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 66" 67.2 117.2 120.0 43.1 62.1 86.2 66" 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 30.3 • 2E%; a .-(no 19-1/8" 72" 61.6 107.5 120.0 39.5 56.9 79.0 72" 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37,8 56.7 - 20.0 27.8 � U �lJ � 19-1/8' 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8- 108.8 120.0 120.0 69.7 100.4 120.0 LU rn g 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72,5 100.6 TYPICAL ARCHES EC BE INSCRIBED ANCHORS TYPICAL INSIDE RECTANGULAR SHAPE 30" 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.Q 44.4 64.0 88.9 ANCHORS 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 98.0 120,0 36.0 51.9 72.1 HORIZONTAL MULLION 42" 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5GLAZING 48` 63' 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 1 27.8 40.0 55.6 PRODUCT.-VERTICAL 54" 66.0 115.1 120.0 42.3 61.0 84.7 54' 38.5 67.2 100.7 24.7 35.6 49.4 MULLION z o 60" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 66" 54.0 94.2 '120,0 34.6 49.9 89.3 66" 31.5 54.9 82.4 20.2 29.1 1 40.4 GLAZING GLAZING to \ANCHOR U PRODUCT PRODUCT ETAIL #I N 72' 49.5 86.3 120.0 31.7 45.7 63.5 72" 28.9 50.4 75.6 - 26.7 37.0 > GLAZING GLAZING P PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). �TYPICAI .... TYPICAL PCHORS � ANCHORS f 2 u W1 W2 Ib MULLION SPAN di ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ]1i LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLIQN ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) MIjDTH �W) W7 W2 Engr rACML aHMAo 0 2 FLA. PE # 70592 Approved as oomptying ttiidi 9w CAN. 3538 o k I'1UIcdA Dlilidl C p 3 1+10.0{! RR. .>,;`•. �Y AY,.'r � q j a �n �• S r�Q t`4 drawing no, ANCHORS Icy_ _ M14--01 sheet 4 of g �v 3 TYPICAL ANCHORS TYPICAL ANCHORS � ej 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE \ \ \ d \` R E,\ LRNbR2 TE\ O_ z t t A S l U t I M •ALSTUC E H N j o� iL g 1 I I II 1 Q � ti L----------! J1 U —FLI I t l V d NG CLIP I I I E SNUAGIFT INSIDE MULL V II IU ALUMZ2X 2ANGLEB" O 114 SMS 1 #14 SMI 1 1-3/4" O.C. MIN. i I 1-3/4" O.C. M NS 7 I I �Q,p 4 PER CLIP 2 PER ANGLE Q ; &" zIng f�.. z i7 J all {n J •.n In • 006 0 • J •••^ • • Y ANCHORS TYPE `A2' g • • TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MINw• W :000*: i . EDGE 01ST. (n Q�a17••• .•••• 1/4" OIA. ULTRACONS BY 'ELCO' ~ • • CONCRETE 1-3/4' 2-1/2' � fir' rn• ••••• (Fu-177 KSI, Fy=155 KSI) r 0 0}+�• • ••••:• 1/4" DIA. SELF DRILLING SCREWS METAL 1/8` 3/4" •� cl �.J 'n •• (GRADE 5 CRS) Z Z • •••••• TYPICAL ANCHORS �:: - • 3 • TYPICAL ANCHORS CONCRETE — Cc = 3000 PSI MIN. • . • 4 PER CLIP (2 ON FACH WING) gPERANGLJE � Z 1- � •••••• METAL = 1/8" MIN. THK. STEEL Fy = 3S KSI MIN. J 0\ � \ 1/8" MIN. TNK. ALUMINUM (6063—T5 MIN.) M! C ET U w ONR E Waste OR M •AL ST UC E ANCHORS MAY BE HEX OR FLAT HEAD. U42 - W ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 1 T I I I I WfTH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ddIf WATER—WHITE METHACRYLATE LACQUER. s 1 1 I I L--------------j W L C O I I I I FLOATING CUP " I I 1 f SNUG FIT INSIDE MULL U U ALUM 2ANGLEB I I I j #14 SMS1 I #14 SMS I I 1-3/4" O.C. MIN. 1--3/4" O.C. MIN. + 4 PER CUP 2 PER ANGLE a ® v .y L0 Z_ a Engr: JAVAd AHMAD a, CML Approved as com plying wide lite FLA PE 70592 0 M Plaridn elludil Co CAN.. 38 l7ntcC? 2" ANCHORS TYPE `A4' "O'A�! �, TYPICAL _ .. drawing no. M14-01 sheet 5 of Q y�V LLJ TYPICAL ANCHORS TYPICAL ANCHORS Z M ig 6 PER CUP (3 ON EACH WING) 3 PER ANGLE 0 cl r i t MR S UU I i I MR AL ST TUE � I I o o ii ii L---------------------- I I I I h Cl I I I I FLOATING CUP I I I I 2 X 2 X 1/8' 0 a ! I ` ; SNUG FIT INSIDE MULL U l i ALUM ANGLE n' 3 d N #14 SMS I I #14 SMS I I log 1-3/4" O.C. MIN. 1 1 1-3/4' O.C. MIN. r I to 6 PER CUP 3 PER ANGLE J J � CL -p g an .. -4 W R ...... IkP TYPICAL ANCHORS; } t7a •••• ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. • •® (f} c •• ..... 1/4" DIA. ULTRACONS BY 'ELCO' • +�• �� o! ••••• CONCRETE 1-3/4" 2-1/2" 1-. >y ti rn 2" (Fu=177 KSI, Fy=155 KSI) • • or) 14" DIA. SELF cv •••••• TYPICAL ANCHORS TYPE `A6' o o of .• DRILLING SCREWS 0 / (GRADE 5 CRS) METAL 1/8' 3/4" Z' Z •h 10 ••••:• CONCRETE - f'c - 3000 PSI MIN. •• j § METAL = 1/8' MIN. THK. STEEL Fy = 36 KSI MIN. Q O r'p 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) W Lij m ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. c 0 N 47 C Ii v rA N O L C Engr: JAVAD AHMAD v, o CML FLA. PE 70592 M CAN. 3538. t'loridn build '84' i 8 1JdtC v u 1�il '• ati I'+r t+u f�j(/�JI[�" <�"^` drawing no. I)___...._. KAY, 2 a .1414 M14-01 sheet 6 of 9 TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (i ON EACH WING) 1 PER ANGLE \ \ \ d kO%; flLLEO BLOCK R FW 3 UR Z IL---------AI FLOATING CLIP I 1 I I I I I 11 11 2 X 2 X 1/8" o' I I 1 1 SNUG FIT INSID£ MULL U U I ALUM ANGLE a #14 SMS 1 1 #14 SMS I 0D0 1-3/4" O.C. MIN. 1 1 1-3/4. O.C. MIN. 1 1 O 4 PER CLIP 2 PER ANGLE �:d Z g JUJ o Z • (1) on TYPICAL ANCHORS: w ••• ••••�• ANCHORS TYPE `B2' p• l• • ANCHOR TYPES SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. •••••• • 0• t,��... • • 1/4- DIA. ULTRACONS BY 'ELCO' MASONRY 1--3/4" 2-1/2" • fn N p•• •••• (Fu=177 KSI, Fy=155 KSI) WOOD 1 1-1/2" 1" be .-1, ul� al ••;.,• �• 3 '4tri „ WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN. } r_j in MASONRY = C-90 HOLLOW/FILLED BLOCK Vm = 2000 PSI MIN, • Z_• z .3•. •� ••w'•• TYPICAL ANCHORS TYPICAL ANCHORS $+ 3 ' •••+i 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW • J O J•� • • ` \ \ \ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER r p \ RL OZSj! \\\i hLI ED 6LOtK THEM TO BUILDING STRUCTURE. `� LuW cnm \ OR ANCHORS MAY BE HEX OR FLAT HEAD. I I 0 U I W D U E 1 1 1 ;f I 11 11 2 L--------------J I1 I l I I FLOATING CLIP I I I I 2 X 2 X 11/8" I 1 I I SNUG FIT INSIDE MULL U U ALUM ANGLN 1 1 I I d #14 SMS I 1 #14 SMS I I 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CLIP 2 PER ANGLE m ®+ .� a C Z_ � t r M Engr. JAYAD AHMAD t�Ml APlxovcOasoa�nplyAsg41{dtale FIA CA.r 3538592 � Florida"F)RICtutA1 g 3/8" MIN. 2 7f8" a iNOAN- �„ x` c ANCHORS TYPE Boa ��XX 2 20 4 TYP. TYPICAL M. ! iC Co+t m drawing no. f M 14-01 sheet 7 of 9 4.0 � � a I TYPICAL ANCHORS TYPICAL ANCHORS z j 4 PER CUP (2 ON EACH WING) 2 PER ANGLE \ \ \ z \ p ILLlD\B&\ \ OR 4 I I D R I I I W O ST U RETiQ II I I li All' 11------------------- !I I I i I FLOATING CLIP !I 1 1 2 X 2 X 1/8- I I I 1 SNUG FIT INSIDE MULL U u ALUM ANGLE Q #14 SMS ; i #14 SMS ; ; Z 1-3/4" O.C. MIN. i i 1-3/4" O.C. MIN. I 1 6 PER CUP A3 PER ANGLE J 0 < (U o J to ,n ••.o� •...�• TYPICAL ANCHORS: w tt-- � ••••.• ANCHOR TYPES SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. • $ Esl 1/4- DUI. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" • q • • (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2" 1- • to F- dl ••;••' 4- •• :~ �NJ •••••• TYPICAL ANCHORS TYPE `B4b' O -"'0,10 •• WOOD = 2BY WOOD BUCKS OR W000 STRUCTURE S.G. = 0.55 MIN. • ? • MASONRY = C-90 HOLLOV//FILLED BLOCK fm - 2000 PSI MIN. • Z• Z �'�;.�i •• ••• IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW • O i��l :• •: MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Jp THEM TO BUILDING STRUCTURE. Q W —Cr)L ANCHORS MAY BE HEX OR FLAT HEAD. c 0 c y c (D 0 n •v, i C C Engr: JAVAD AH o_ CIVIL • 70592 Approved ascnnplyiq�*a FIA PE % 38 CAN. 3538 "on Build' .�(/� R lk ANO io i� '. drawing no. mm 2. 3 204 M14-01 sheet 8 of 9 �U W 14 SMS SEE CHART FOR QUANTITIES TUBE MULLION Z ----------------- 3 ANCHOR N0. OF CHART SCREWS U4 #14 FH SMSTYPE A2 2 p �--1 TYPE A4 3 2/ SIDE I { TYPE A6 4 t. 1/8" THICK ALUM CHANNEL i M� LENGTH TO FIT SNUGcyt0 INTO MULLION j TUBE MULLION 0 Q 1 I p �►.- TUBES MAY BE NOTCHED I 1 out 3 AS SHOWN TO ALLOW INSTALLATION . z OF CUP ANGLE { 1 CAULK JOINT AFTER ASSEMBLY I Q /14 FH SMS I { 1-1/2" O.C. MIN. { 1 ACCESS HOLE SEE CHART I FOR QUANTITIES I U a t 'Itn •p N •• 0600•• 000 i ! • •• • (yl 0000•• •• : � • • ------ ----- ------ ----- -------- ------ - •0•••• • -- -� { -- -� { - -� • •Ixl w cm�6• 0000• Re THIS SCREW CAN BE O dM + •"•0 INSTALLED IN EITHER 1 I /14 FH SMS 1 I •• Q •-- •' DIRECTION t ! 2 PER CUP ! I { 1" O.C. MIN. I I I 1 • Z' Z � oi ••66i• 1 1 I 1 1 { • 3 zo • 1 { I A t I I •• Q $ �••••� Q 1--3/4" X 2' X 1/8' (FOR 2BY TUBE) 3/4- X 2- X 1/8- FOR (i BY TUBE) —/ ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL-#1 METAL TO METAL CONNECTION 0 L 4 #14 SMS SUBSTRATE lEd. s MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2' o. v y Cl • O L Engr. JKiAO AHMAD Q, o CML FIA. PE # 70592 c ro ModdAFFMVW as omplyh1g IN"I 111Qq C.A.N. 3538 0 Date l ro a � # v` fi MAN • M1 i e r1 r tigil t ` . drawing no. � `�' �•- -� F�I��1' . •`•� ��Zt� M14-01 J sheet 9 of_9