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WS-13-2710Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 203886 Permit Number: WS -12 -13 -2710 Inspection Date: January 21, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge In Type: Final Owner: LONGMAN, MICHAEL Work Classification: Window /Door Replacement Job Address: 844 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Buildina Denartment Comments Phone Number (305)757 -9790 Parcel Number 1132060142560 Phone: 305 -634 -3420 REPLACING 12 WINDOWS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ' Failed El Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 January 21, 2014 Page 1 of 1 January 14, 2014 Miami Shores Village Building and Zoning Department 10050 NE 2 "d Street Miami Shores, Florida Attn: Building Official Re: Special Inspection Project: Mike Longman 844 NE 98U' Street Miami Shores, Florida Dear Sir; Edward A r0tv;1,J i- T1Ne E N G I N E E R S Permit # WS -12 -13 -2710 This letter is to advise that we inspected the installation of several windows with wood bucks greater than 2" in thickness. We approve of the use of wood bucks attached with tapcons to the masonry opening and screws from the window frame into the masonry per the size and spacing requirements of the Product Approvals. The anchors consisted of 1/4" tapcons at 3" on center from the ends and the balance at 12" on center. The tapcons are embedded 1.5" into the concrete. All work completed was in compliance with the Florida Building Code. Please call if we can provide any additional information. VAtruly E ers, P.E. 7850 NNN' 146TH STREET, SUITE S09 Y w`I1,AA11 L, "rl FS Ft- 33016 * PAIN: (305)823 - 3938'° SAX- (305 )823 -9355 J Miami Shores Village l� Building Department .`\ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 VS / Tel: (305) 795.2204 Fax: (305) 756.8972 j INSPECTION'S PRONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: f ' CN, 15 ;T City: Miami Shores County: _ Folio/Parcel #: //" 3 X,06 ©/ i`" _>,j 'j DEC 0 3 2013 FBC 20 Permit No. � �, Master Permit N , � / 7k Is the Building Historically Designated: Yes NO X' Flood OWNER: Name (Fee Simple City: 0,0'j/_0 Tenant/Lessee Name: Email: State: 3 4"'e, CONTRACTOR: Company Name'4,'eii:Ki�/ /'i(x/_ �400- /�i�Phod,�� Address: l c City: Stat : :1-3 Qualifier Name: X- Phone# /194 /7 YO -4 State Certification or Registration #: Certificate of Competency Contact Phone#: r) C3V • 93 (Ld o Email Address: c7 �� APP /a s' /�JOu!"y•�/L°/ DESIGNER: Archi ngineer. ' eh 4&onees 7, 0t b0i* Pho4 4PV` Value of Work for this Permit: $ P� Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew pair/Replace ODemolition Description of Work: Y2; � = C o?U.S' Color thru tile: Submittal Fee $ C) Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $, Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE ' "$ondh* Company's Name (if applicable) Bonding Company's Address City State 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. Ice 'fy that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet th standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work dill be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: 4 YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA G TWICE FOR IMPROVEMENTS , TO YOUR PROPERTY. IF YOU TT ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value a ceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law broch re 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 h osted notice, the inspection will not be approved and a reinspection fee will be charged (]� Signature 7i Signature Owner or Agent The foregoing instrument was acknowledged before me this i day of QCA4ew - 20 11, by LaKcN4 , wh ersonally kn to me or who has produced NOTARY Sign: Print: my APPROVED BY As identification and who did take an oath. Notary Public State of Florida Michelle Perez My Cornwdsaft Expires 04V/2017 000321 Contractor AL The fo oing ' ment wasackn w ed before me thi day o 20`1 /, b who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3 /12I20120evised 07110107)(Revised 06110CM)(Revised 3/15/09) Print: My Commission Expires:* QLMACOTO * EXFi ;ES: A 12, 2D17 Bo�TmvBud�No�ySarvfees Zoning Clerk ACORD. CERTIFICATE OF LIABILITY INSURANCE DATEWN001y" D 12/2/2013 PRODUCER Phone: 305 -556 -1488 x242 Fax: 305 -556 -3680 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NSI Insurance Group 8181 Northwest 154th Suite 230 Miami Lakes FL 33016 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. A GENERAL LIABILITY j( COMMERCIAL GENERAL LIABILITY CLAIMS MADE © OCCUR INSURERS AFFORDING COVERAGE NAIC # INSURED Coconut Grove Glass & Mirror Corp. 3660 NW 41 St INSURERA. Granite State Ins Co 23809 INSURERB:FCCI Commercial Ins Co 33472 INSURERC:FCCI Insurance Cc 10178 Miami FL 33142 INSURERD:Mt Hawley Ins CO 7974 INSURER E: $2,000,000 GEML AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC JECT GUVERAUE5 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND POLICY NUMBER PDOUCY EFFECTIVE POLICY EXPIRATION LIMITS A GENERAL LIABILITY j( COMMERCIAL GENERAL LIABILITY CLAIMS MADE © OCCUR 02 -LX- 011740772 -0 4/20/2013 4/20/2014 EACH OCCURRENCE $1,00 000 PREMISES Ea ocarrence $100,000 MED EXP (Any one person) $5,000 PERSONAL B ADV INJURY $1.000,000 GENERAL AGGREGATE $2,000,000 GEML AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC JECT PRODUCTS - COMPIOPAGO $2,000,000 B AUTOMOMLELUIBILITY X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIREDAUTOS NON -OWNEDAUTOS CA 0004471 9 4/20/2013 4/20/2014 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 BODILY INJURY (Per person) $ X BODILY INJURY (Peraccident) $1,0000000 PROPERTYDAMAGE (Per accident) $ GARAGE LIABILITY ANYAUTO AUTO ONLY - EAACCIDENT $ OTHER THAN EAACC AUTOONLY: AGO $ $ D EXCESSIUMBRELLALU►sILITY X OCCUR FI CLAIMSMADE DEDUCTIBLE RETENTION $ EMX0317969 5/29/2013 5/29/2014 EACHOCCURRENCE $1,000,000 AGGREGATE $ $ $ C WORKERS COMPENSATION AND EMPLOYERS! LIABILITY ANY PROPRIETORIPARTNER/EXECUTNE OFRCERJMEMBER EXCLUDED? Kyes descrthe under SPECIALPROVISIONSbelow 001 -WC13A -42367 3/1/2013 3/1/2014 WC QBYLIMU OTH- E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $ ] 0 0 Q 0 0 0 E.L. DISEASE - POLICY LIMIT 1 $ 1 0 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION AGUKU 25 (2007108) ©ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED Miami Shores Village g 10050 NE 2nd Avenue Miami Shores FL 33138 BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE rIE7 �.r AGUKU 25 (2007108) ©ACORD CORPORATION 1988 r3' CTQB Construction Trades QualWng Board BUSINESS CERTIFICATE OF COMPETENCY � 000017767 COCONUT GROVE GLASS & MIRROR , V,.c W, it LVSV—lJLLIAM Is certified under the provisions of Chapter 10 of Miami-Dade Cou* ----- ----------- -'--- ` , � | QUAUFY|NGTRADF.(G 0023 GLASS & GLAZING � MOP Cfwloi DOW P-9 � . 4i 001180 Municipal Contractor's Tax Receipt Miami —Dade County, State of Florida THIS IS NOTA BILL -DO NOT PAY CC NO: 000017767 BUSWEBS NAME&OCATION COCONUT GROVE GLASS & MIRROR CORP 3660 NW 41 ST MIAMI, FL 33142 MCA RECEIPT NO. NEW BUSINESS SEPTI 7438046* Must be ER 30, 2014 sd at place of business to County Coda iA - Art. B & 10 OWNER TYPE OF BUSIN986 COCONUT GROVE GLASS & MIRROR SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CORP BY TAX COLLECTOR 175.00 09/26/2013 0225 - 13-001300 Usk For more Wormedon, visit wwwmlamidadexavioumallecto Local Business Tax Receipt Miami —Dade County, State of Florida I -THIS ISNOTABLLL- DONOTPAY 4571932 BUSINESS NAMEILOCATION COCONUT GROVE GLASS & MIRROR CORP 3660 NW 41 ST MIAMI FL 33142 LBT RECEIPT NO. I RES RENEWAL SEPTEM ER 30, 2014 2982984 Must be display at place of business PurauaM�° County Coda ChaaterBA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS COCONUT GROVE GLASS & MIRROR 214 RETAIL SALES PAYMENT RECEIVED CORD BY TAX COLLECTOR $8250 08/06/2013 Etnplayee(s) 11 TXH51 -13- 042970 This Local BesinessTax Becaipt only csa&ma payment of the local Buafo9MTwL The Receipt [sad B Hceme, =uoogover l ry�l.sad holder's reQqui�rem° Mviblmc6e *mtheHo � gomplywahasyRoremmemalo► The RECEIPT No. above must be displayed on all aommemfal vehicles- Niami- DadeCodeBea 8a-Y7& For more Information, vish can" .LLBT Local- Business Tax Receipt Miami —Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY 1915736 BUSWEBS NAMW/LOCATION RECEIPT NO. EXPIRES COCONUT GROVE GLASS & MIRROR CORP RENEWAL SEPTEMBER 30, 2014 3660 NW 41 ST 2021079 Must be displayed at place of business MIAMI FL 33142 Pursuant to County Coda Chapter 8A- Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED COCONUT GROVE GLASS & MIRROR 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR CORP 000017767 $75.00 08/06/2013 Worker(s) 2 TXHS1 -13- 042966 7bh Lcoa Bodomm Tax Receipt only aaa9rms peymeot of the Local Business TmL The Renapptt Is ad a license, permit. oraoerdflcadonof the holder 'squalflcmiomsto dobasbmss. Holdermust own* wbbsayBm+ernmefflalor aopgovarmaesml ragplatory laI» cad raquiramaam which apply mtlm hosineea. + The RECEWr ML above mad be displayed .on all oammemiel vaidaes -ll kMHI de Code Sac Ba -278. For mom Information. rbdt VnEvAladdium MECAWind Version 2.1.1.4 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenteEerises.com Date 11/19/2013 Company Name COCONUT GROVE GLASS & MIRROR Address 3660 N.W. 41 ST. City MIAMI State FL. File Location: C: \Program Files \MECANind \Default.wnd Project No. Designed By : EDWARD A. LANDERS, P.E. Description : IMPACT WINDOWS Customer Name : MIKE LONGMAN Proj Location : 844 N.E. 98 ST. MIAMI SHORES, Envelope Procedure per ASCE 7 -10 Chapter 28 Part 1 All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph - D Structural Category = II Exposure Category - No Natural Frequency = N/A Flexible Structure = Importance Factor = 1.00 Kd Directional Factor _ 700.00 ft Alpha = 11.50 Zg 1.07 At = 0.09 Bt = 0.80 Am = 0.11 Bm 1 = 650.00 ft Cc = Epsilon = 0.15 0.13 Zmin = 7.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.40 Deg Ht: Mean Roof Ht = 12.00 ft Type of Roof = Hipped 9.00 ft RHt: Ridge Ht = 15.00 ft Eht: Eave Height = = 3145.00 ft^ OH: Roof Overhang at Eave= 1.50 ft Roof Area 2 Bldg Length Along Ridge = 55.00 ft Bldg Width Across Ridge= 50.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis = 7.20 ft Zm: 0.6 *Ht = 0.19 lzm: Cc *(33 /Zm) ^0.167 = 537.36 ft Lzm: 1 *(Zm /33) ^Epsilon = 0.93 Q: (1 /(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 File Location: C: \Program Files \MECAWind \Default.wnd a J� --- - - -� }2 I-J 1wCtf not ��" shoes 1� �,1 i5 2. Walls a Mp Rod 7 0 <--- 27 8 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 MECAWind Version 2.1.1.4 ASCE 7 -10 "a" = Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaentexprises.com Date : 11/19/2013 Project No. Area Zone Company Name : COCONUT GROVE GLASS & MIRROR Designed By : EDWARD A. LANDERS, P.E. Address : 3660 N.W. 41 ST. Description : IMPACT WINDOWS City : MIAMI Customer Name : MIKE LONGMAN State : FL. Proj Location : 844 N.E. 98 ST. MIAMI SHORES, File Location: C: \Program Files \MECAWind \Default.wnd a J� --- - - -� }2 I-J 1wCtf not ��" shoes 1� �,1 i5 2. Walls a Mp Rod 7 0 <--- 27 8 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Khcc:Comp. & Clad. Table 6 -3 Case 1 1.03 Qhcc:.00256 *VA 2 *Khcc *Kht *Kd = 41.19 psf Width of Pressure Coefficient Zone "a" = 4.8 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf -------------------------------------------------------------------------- MKS. "E,G,H" 2.00 5.00 10.0 4 1.00 -1.10 48.61 -52.73 MKS. "E,G,H" 2.00 5.00 10.0 5 1.00 -1.40 48.61 -65.08 MKS. "B & D" 3.08 4.22 13.0 4 0.98 -1.08 47.78 -51.90 MKS. "B & D" 3.08 4.22 13.0 5 0.98 -1.36 47.78 -63.43 MKS. "A & F" 3.08 5.25 16.2 4 0.96 -1.06 47.09 -51.21 MKS. "A & F" 3.08 5.25 16.2 5 0.96 -1.33 47.09 -62.05 MARK "C" 4.43 4.22 18.7 4 0.95 -1.05 46.63 -50.75 MARK "C" 4.43 4.22 18.7 5 0.95 -1.30 46.63 -61.13 Khcc:Comp. & Clad. Table 6 -3 Case 1 1.03 Qhcc:.00256 *VA 2 *Khcc *Kht *Kd = 41.19 psf 0 z z = w n G� tflO �p z a ° z 3 743/4 MASONRY OPENING 74 TOTAL WINDOW UNIT WIDTH 37 37 WINDOW WIDTH I WINDOW WI ELEVA7-113N � Z -REQ UI RED 373/4 MASONRY OPE 3/8 37 WINDOW WIDI MIN.- N 19 z z w a m° u c mo if ° a 01 O z MEN z w Imseam 4 IL � 0 - I'�rl�ll 2 3 111 in 13 CO WINDOW SYSTEMS, LLC. SERIES °EGO -GUARD 1 OI LUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE ZAME WITH 5/•1 6° GRAY LAMINATED IMPACT GLASS .O.A. 13-0206.04 V ELEVATION I - REQUIRED P.G.T. INDUSTRIES 1E X 4E STANDARD ALUMINUM WALL TUBE CLIPPED MULLION IN WHITE ALUMINUM FINISH N.O.A. 1 1 - 0922.0 i 537/8 MASONRY OPENING 53 1/8 WINDOW WIDTH Q ELEVATION 2-REQUIRED 6� w O v <wq J [9�p7 w N b. E3 13 a ©�Ir a Z Z - 10 13 in O m Q w E7 V3 1-- m =m I- 01 m m r F- N N zm Qaa;- w J zI - -IDE, Jowm wZOE3 �L = m z LL EL C��f) ffD REVtStCt4 DATE : C?CC -CC ED- O z z w = a 4 IL � 0 - 2 2 3 111 in 13 o z P.G.T. INDUSTRIES 1E X 4E STANDARD ALUMINUM WALL TUBE CLIPPED MULLION IN WHITE ALUMINUM FINISH N.O.A. 1 1 - 0922.0 i 537/8 MASONRY OPENING 53 1/8 WINDOW WIDTH Q ELEVATION 2-REQUIRED 6� w O v <wq J [9�p7 w N b. E3 13 a ©�Ir a Z Z - 10 13 in O m Q w E7 V3 1-- m =m I- 01 m m r F- N N zm Qaa;- w J zI - -IDE, Jowm wZOE3 �L = m z LL EL C��f) ffD REVtStCt4 DATE : C?CC -CC ED- 373/4 MASONRY OPEN 3/8 37 WINDOW WIDTH O ELEVATION 2 - REQ`D. 1 -HINGE LEFT 1 -HINGE RIGHT m o+ t9 m�O W I 4 o EL o mw m3 >- °D Z_ z O O I W � z III a m w � } in to z In p o z Q 3 f WINDOW WIDTH O ELEVATION 2 - REQ`D. 1 -HINGE LEFT 1 -HINGE RIGHT m o+ t9 m�O W I 4 o EL o mw m3 >- °D z O O o O 4 W � z 3 m m CO WINDOW SYSTEMS, LLC. SERIES °ECO- GUARD 50C ,LUMINUM IMPACT CASEMENT WINDOW IN WHITE RAME WITH 5/16° GRAY LAMINATED IMPACT GLASS I.O.A. 13-0206.07 373/4 MASONRY OPE 37 ELEVATION 2-REQUIRED m Z }. I Z 19 LI � IL w O E O O Z_ 1 1 1 1 3/4 MASONRY OPENING 3/8 111 TOTAL WINDOW UNIT WIDTH 37 37 37 WINDOW WIDTH 1 WINDOW WIDTH WINDOW WIDTH CO WINDOW SYSTEMS, LLC. SERIES °ECO -GUARD 101 ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE RAME WITH 5/1 6° GRAY LAMINATED IMPACT GLASS I.O.A. 13-0206.04 OF ELEVATION I - REQUIRED P.G.T. INDUSTRIES 1° X 4' STANDARD ALUMINUM WALL TUBE CLIPPED MULLION IN WHITE ALUMINUM FINISH N.O.A. 1 1- 0922.01 UA� i it 13 I N iq Ldr N d' QW d m _j X Oa)N W W fl�pN Ir E9 �� O 'd Zz� OC V) 411 Q W I- L It F m =m m Qt r Li r 1.MN Z rA �WLm D I In JOU1 in wZO0 Y�= In z R..QO LL. EL DnAwN er: E. aDOwraua DATE: 1 D -22 -13 fiE DATE : DO -DO-DD EXELT NYMBER 01 7 n z FE w ma Z m� in a m a n mW in = 0o 0 m 0 z 3 643/4 MASONRY OPENING 26 1/4 64 M.O. 3/B TOTAL WINDOW UNIT WIDTH 25 1/2 3/8 W.W. 34 34 WINDOW WIDTH WINDOW WIDTH GO ELEVATION 1- REQUIRED EDO WINDOW SYSTEMS, LLC. SERIES °ECO -GUARD 113131 ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE FRAME WITH 5/1 6' GRAY LAMINATED IMPACT GLASS N.O.A. 13-0206.04 z III IL Cl 0} rnit �z 0 a a n w a 0 z Q O ELEVATION 1-REQUIRED P.G.T. INDUSTRIES I" X 40 STANDARD ALUMINUM WALL TUBE CLIPPED MULLION IN WHITE ALUMINUM FINISH N.O.A. 11-0922-01 O � N d' N �o QWI � J n � � X F < W O1--13 E9 it F- _j m 3 40 zzLL. m 0O� DID 0 9n W vc73i �- f W 1Y If] Im I- O m mM 1-Ell N �WLL.' M zFl� E, Ip Jam WZa0 Y d' I :jqm w m z R E3 Li.Q EL DRAWN BY2 E. ROORIQYti ffD REV181ON OATS' pO -DO-00 BN6Ei NYMOER CG-4 OF 7 ❑ Z Z W CL `❑ I Z 0f� YJ Q L M\M ❑ WT i. 0 Z SECTION 1/4 a TAPCO NS WITH 1 1/4u EMBED. INTO CONC. AT 6° FROM CORNERS AND BALANCE AT 12U O.G. (ANCHORING AS PER N.O.A.) f f . O 'O 3/8 ECO WINDOW SYSTEMS, LLC. SERIES 'ECG -GUARD 10130 ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE FRAME WITH 5/1 6° GRAY LAMINATED IMPACT GLASS N.O.A. 13-0206.04 1/4n TAPCONS WITH 1 1/4u EMBED. INTO CONC. AT 6u FROM CORNERS AND BALANCE AT 1 28 O.C. (ANCHORING AS PER N.O.A.) 4 MASONRY OPENING S ECTI O N O •D : t wgil !� LV d' ta N m m aw 'jvi n®Vj 4 W © pa (9 1-3OJ m Z Z LL. m fa O m D 0:5 � W3 Inl III F m = m m }. of N Z �WLm 019wt, j p 1il WZO0 Y� IN mij m z R El I°.Q�IL qE OAATS TIE : OO.OQ-170 OF 7 #14 SELF DRILLING SCREWS AT 6" FROM CORNERS AND BALANCE AT 12 91 O.C. (ANCHORING AS PER N.O.A.) WINDOW WIDTH u 5 ECTI O NV ECO WINDOW SYSTEMS, LLC. SERIES °ECO -GUARD 1004 ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE FRAME WITH S/1 6° GRAY LAMINATED IMPACT GLASS N.O.A. 13-0206.04 1" X 4" ALUM. MULLION WINDOW WIDTH P.G.T. INDUSTRIES 1° X 4° STANDARO ALUMINUM WALL TUBE CLIPPED MULLION IN WHITE ALUMINUM FINISH /� N.O.A. 11- 0922.01 /1 i c m m m ? M W 't� _j W M 0 C) ®stir tp Da F- 3 LL m ZZ _lb Dp vi D 40 w E] V] f W IC H m =m �m m �mN m �WIL O W JOw WZOO MIt 3N j 't m iu m Z �..a0 �°. a. CfD owTE a qE DATE DD-DD -DD BNEET NUMBER CG-6 OP 7 r9 Z Z W Q. {L Z r❑ uJ Q Ell E9 W 2 0 Z 9— SECTION VIEW 1/4" TAPCON SCREWS W/ 1 1/4" EMBED. INTO LONG. AT 7" FROM CORNERS AND BALANCE AT 12 u O.C. (ANCHORING AS PER N.O.A.) • i v� • a • 3/8 ECO WINDOW SYSTEMS. LLC. SERIES 'ECO -GUARD 500° ALUMINUM IMPACT CASEMENT WINDOW IN WHITE FRAME WITH 5/1 6" GRAY LAMINATED IMPACT GLASS ,N.O.A. 13-0206.07 1/4" TAPCON SCREWS W/ 1 1/4" EMBED. INTO CONC. AT 7" FROM CORNERS AND BALANCE AT 10 1 /2" O.G. (ANCHORING AS PER N.O.A.) o �, o WINDOW WIDTH MASONRY OPENING 1/4" TAPCON SCREWS W/ 1 1/4" EMBED. INTO CONC. AT 7" FROM CORNERS AND BALANCE AT 1 2" O.C. (ANCHORING AS PER N.O.A.) S ECT10 N VIEW • v o :v 7 •v - 3/8 lr � N 'CI' t7 � N � m mW�� Q W'I c°a ilf j I— .. =ALL W OFCIN 19 to O� �3�m zZ 00 jq 00 t][1I�w- W lz F- m = m m I.. M N IA IW�m 19 1 in olzw' -313 W 0 1C �I• = N m z R..QO LL. Qf a OMWN tin t wsa -t a REVIaION DAT€ two -:;o aNtzT NuMeuca CG-7 OF 7 MIAMI•DADE n Wfl DADE COLIM PRO )UCT CONTROL SECTION DEPARTIi EW OF REGULATORY AND ECONOD•IIC RESOURCES (RER) 1805 SLY 26 Strew Room 208 ]BOARD AND CODE ADi4IiNISTRATION DIVISION T (7 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA mlamidade. ovleeonom F Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governin 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-Dad a 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 pr duct 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 with' ri their jurisdiction. RER reserves the right to rovoke 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, ith the Florida Building Code, including the High Velocity Hurricane Zone._ J.JJIJ.J 41�JlR J.iVA \. l.7Gl LC.7, R.aµ lU11 131{�1111111L1i1 011i�j'1G AX �ar '1llUViY— .lY1.A. APPROVAL DOCUMEMi raving No. W09 -08, titled `�co- Sendb-10q Alum. S.H. Wdw. (L.M.I.) ", sheets I through 6 of 6, dated 02/12109, with revision B dated 01/11/13, Orepared by Al Farooq Corporation, signed and sewed by Javad Ahmad, P.E., bearing the Miami-Dade Co my Product Control Revision stamp with the Notice of Acceptance number and .expiration date by the Waml Dade County Product Control Section. lYliryAIN+I~t. -at :�alllYlissileIm act esistant LABELING: Each unit shall bear a permanent label with the manufacturer'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 there has been no change in the applicable building code negatively affecting the perfaimance 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 data 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 NOA# 12- 0223.24 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. =, NOA N 13- 0106.oa expiration Date:, April 08, 26 I T4-11*13 __eE Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBWTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "Eco -Guard Series -100 Alum. S. . Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with revision B date prepared by Al F N. arooq Corporation, signed and sealed by Javad Ahmed, E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -9 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 24113.2.1 and TAS 202 -94 along with installation diagram of a 106 -1/2" .wide x 76" hi ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engi . g & Testing Inc. Test Report No. HETI 08 2166A, dated 12/15/09, signed an sealed by Candido F. Font, P.E. ( Submitted under NOA #09 0224.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 01 -94 2) Cyclic Wind Pressure Loading per FBC, T S 203 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 082166C, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0224.07) 3. 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 202494 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 53 -1 /4" wide x 76" high FCO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 082168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0224.07) 4. 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 -114" 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) Manuel P ez, P E. Product Control xa or NOA No. l - 06.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 E -1 Eco Window Systems LLC. NOTICE OF ACCEPTANCE: EVIDENCE SID MXTTED C. CALCULATIONS i 1. Anchor verification calculations and structural analysis, com- �lymg with FBC -2010, dated 01130/12, prepared by Al- Farooq Corporation, signed ad sealed by Javad Ahmad, P.E. (Submitted ander previous NOA #12- 0223.24) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Reso u -ce's (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont PeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS I. Statement letter of conformance, complying with FBC -2010, tad of no financial interest, dated January 30, 2012, signed and sealed by Javad 4hmad, P.E. (Submitted under previous NOA.#12- 11223.24) G. OTHER 1. Notice of Acceptance No. 12-0223.24, issued to Eco Window Systems, LLC for their Series "100 ECO- Guard" Aluminum Single Hung Window — L.M.l.", approved on 05/03/12 and expiring on 04/08/14. - ' Manuel Pefez, P . Product Control {'aca finer NOA No. 13 -0 6.04 (-'Fxpiratlon Date: April 08, 2014 Approval Date: May 02, 2013 E -2 MIAM!•L?ADE MIAN11 DADE COUNTY PROD CT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (78I.miamidade.goy/economl 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Eco Window 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 i Mowed 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 AI1J (in areas other than Miami Dada 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 t nthig and the AHI 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 aunty Product Control Section that this product or material fails to meet the requirements of the applicable I wilding code. This product is approved as described herein, and has been designed to comply m 'th the Florida Building Code, including the High Velocity Hurricane Zone. I ip- Aluminum APPROVAL DOCUMENT: Drawing No. W11 -08, titled 11S -500 Alum. Outswmi Casement Wdw. (L,MJ:) ", sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade "ty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. SS_L_ E _ kAC_ T RAT*( Small Missile- i— m pp— a—ct - - "- ; R�sasfiaut �' .. LABELING: Each unit shall bear a permanent label with the manufacturer'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 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 Dado 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 NOAH 12- 022327 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.13- 0206.07% rtuat�[nao! couHnr Expiration Date: May 19,20W 'APpr4Ya1 Dater -may. QZ, 21113 Page 1 Eco Window Systems, LLC. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W1205, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 0 /11/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. B. B. TESTS 1. Test reports on: l) 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 202-9 4 4) Large Missile Impact Test per FBC, TAS 20 94 5) Cyclic Wind Pressure Loading per-FBC, TA 3 203-94 6) Forced Entry Test, per FBC 24113.2.1, TA 202-94 along with marked —up drawings and installation diagram of a ci isement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI 10 3140, HETI 10 3141, HETI -10 3142, HETI 10 143 and HETI 10 3144, dated 12/29- 30/10, all signed and sealed by C Eindido F. Font, P.E. (Submitted underNOA #11- 0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyiing with FBC-2007, prepared by Al— Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA #11- 0309.06) 2. Glazing complies with ASTM B1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources WR) E. " MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PYB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO- Guard" Outswing Aluminum Casement Window -- approved on 05/03/12 and expiring on 05119/16 - Manuel P P. . Product Contro xamin r NOA No. . 7 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E -1 4 NRLG, MIAMI -DADS COUNTY PRODUCT CONTROL SECTipN 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 -2$99 NOTICE OF ACCEPTANCE (LOA} mnv,mlamidadeaov /usra/ PGT Industrits 1070 Technolggy Drive, North Venice,11. X4275 SCOPE: This NOA is boing 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 :lowed by the Authority Having Jurisdiction (AHJ). This NOA shad not be valid after the expiration date stated below. The Miami -Dado 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. N this :product of material fails to perform in the accepted manner, the manufacturer will incur the-expense of suph:iesting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the ri8ht to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that thi' 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 ;ESS "inoludin e High Velocit y Hurricane Zone. : Series '�P' T" Clipped Egruded A[uminum Tu a Lodi = L :M -f APPROVAL OCUMENT: Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 1 throug 22 of 22, prepared by manufacturer, dated 08/29/1. 1, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product ContrpFla6bion stamp with the Notice of Acceptance number and expiration date by the Miami -Dade_ County Pro&& Control Section. FISSILE PACT - -_G: Large su�_mall Missile Impact Lesistant% LABELING: Fch unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, ai:d 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 productJor sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply withsany section of this NOA shall be cause for termination and removof NOA. ADVERTISES MNT: 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 anti shall be available for inspection at the job site at the request of the Building Official. This NOA revises N'OA # 10- 0819.05 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MEM APPROVED NOA l o.11- 0922.01, Expiration Date: May -26, ?416_, proxal_Date: -Dec ber91$, 2011 i POge 1 16 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 630M titled "Impact- Resistant Aluminum Tube Mullions ", sheets. l through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and seated by Anthony Lynn Miller, P.E. B. TESTS 1. 'Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loadin par FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 20 - -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 ong with marked -up drawings and installation diagram of Blipped aluminum ullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05105111, all igned and sealed'by Marlin D. Brinson, P. E. (,S'ubmitted under previous NOA #104819.05) C. CALC` �'%ATIONS 1. Mchor verification calculations and structural analysis, complying with FBC 2007 end FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. hami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATE" CERTIFICATIONS 1. None. F. STATI �MENTS 1. Itatement letter of conformance with the FBC-2007 and FBC -2010, and no financial Merest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. ?roposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10- 0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05126/11 and ' ing on 05/26/16. 4 Gnull Perez, P.E. Product l Ex aminer NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: Deeember 08, 2011 E -1 I T Alf > 11 E Oil I 41. r� o jo It c h� i X98 •r •• � v 411' , *0 a dolet 0212 -os co 13010 dr. byt HAMIO 00 rowu by m 1t 8• m - WINDOW HEIGHT Nr H 18• 82 3/8" �N D.L.O. FIX. UM ��rsas:��ri -trr :�xr..•z a -tot. II II II t*, 12" MAX. JAM JAWS CORNERS E00 -GUARD SERIES-100 ALUMS.W. WUW. (LM.I.) AL -FAR00 Q OORPORATION a 1 2010 m ECO WINDOW SYSTEMS, LLC. LTI1IC 6&W. 7 PRODUCT DFsVBLOPMBN7 f 11� �, 1'1x38 B.W. 8T AVE 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 c MEDLEY, • FL. 33178 m (308) 26"".00 FAX (3or� Zaz as�Ts UL (308) 885 -8298 FAX (305) 889 -5902 - COW -ANI. W09 -08ECO 1 iI ; X98 •r •• � v 411' , *0 a dolet 0212 -os co 13010 dr. byt HAMIO 00 rowu by m 1t 8• m - WINDOW HEIGHT Nr H 18• 82 3/8" �N D.L.O. FIX. UM ��rsas:��ri -trr :�xr..•z a -tot. II II II t*, 12" MAX. JAM JAWS CORNERS E00 -GUARD SERIES-100 ALUMS.W. WUW. (LM.I.) AL -FAR00 Q OORPORATION a 1 2010 m ECO WINDOW SYSTEMS, LLC. LTI1IC 6&W. 7 PRODUCT DFsVBLOPMBN7 f 11� �, 1'1x38 B.W. 8T AVE 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 c MEDLEY, • FL. 33178 m (308) 26"".00 FAX (3or� Zaz as�Ts UL (308) 885 -8298 FAX (305) 889 -5902 - COW -ANI. W09 -08ECO . f, t r NO. IN PARENTHESIS INDICATE N0, OF ANCHORS PER JAMB. 9/16" MIN. TYP. GLASS SITE cn �� z a z . 9/16" MIN. tYA. ® Y � l 1 i 7C L u � T pongl 12 2 0 a•i bi r1 1,q �1 in N_ C � CQ saatec 1/2" w 1" er, by=wo co ahk t" Cg 1 � � �i ►� �i , UW 1 Qi �i � � � N � 1 I I I I b g g i 7CJ a b Q 9 V a V V I uq bobo b b $b 'bbbooabbbbbb��" 1 � I C O b to b b b b b b b b b nbbabbbbbbbnbb b b o b b b b b b r NO. IN PARENTHESIS INDICATE N0, OF ANCHORS PER JAMB. 9/16" MIN. TYP. GLASS SITE cn �� z a z . 9/16" MIN. tYA. ® Y � l 1 i 7C L u � T pongl 12 2 0 a•i bi r1 1,q �1 in N_ C Q dates 02 -12 -09 CQ saatec 1/2" w 1" er, by=wo co ahk t" Q " NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. uGiruT C z I 0 v 19 1/8 MIN. VENT HEK:IiT ECO -GUARD SERIES -100 ALUM S.H. WOW. (L.M.I.) AL- FAROOQ CORPORATION � ECO WINDOW SYSTEMS, LLC. ENas s. RS & PRODUCT DN6L.OPM6NT f 9238 3.W. 8"I AYB , 9114 N.W. 106 STREET MIAMI. FLORIDA 33174 MEDLEY, FL. 33178 72L (3010 2" 9100 FAX. (303) 282 -8978 TEL (306) 889 -8299 FAX (303) 8858902 COMP-ANL W09 -OBECO I I I I b g g i 7CJ a b Q 9 V a V V I I I b b $b nbbabbbbbbbnbb .I.+a: " NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. uGiruT C z I 0 v 19 1/8 MIN. VENT HEK:IiT ECO -GUARD SERIES -100 ALUM S.H. WOW. (L.M.I.) AL- FAROOQ CORPORATION � ECO WINDOW SYSTEMS, LLC. ENas s. RS & PRODUCT DN6L.OPM6NT f 9238 3.W. 8"I AYB , 9114 N.W. 106 STREET MIAMI. FLORIDA 33174 MEDLEY, FL. 33178 72L (3010 2" 9100 FAX. (303) 282 -8978 TEL (306) 889 -8299 FAX (303) 8858902 COMP-ANL W09 -OBECO I RP w N y m i j j n � z ry p � 3� q q r1i Gil n 1 ate. N I rw CL dates 0212 -4M 0 x00102 1 J2" r 1" A 0 1812 A (D B 011 .11.13 dr. bYs FiAAdiD A 00 fahk. by$ EXTERXOR 0 c m �?; .5C ' o "O oQ i �e C7 a o m 8 O r MAX. 1/4" MAX. 'i" •3••fF.. •'j • I •n• ;r ,6 • • rt r °• A tV . e •r, ap• •a A• D:• -c 1/4" MAX. IM I RP w N y m i j j n � z ry p � 3� q q r1i Gil n 1 ate. N I rw CL dates 0212 -4M 0 x00102 1 J2" r 1" A 0 1812 A (D B 011 .11.13 dr. bYs FiAAdiD A 00 fahk. by$ EXTERXOR 0 c m �?; .5C ' o "O oQ i �e C7 a o m 8 O r MAX. 1/4" MAX. mi 94� �4g§ 8l 1 --^—mss �II�. ECO -GUARD SERIES -100 ALUM S.N. WDW. (L.M.I.) AL- FAROOQ CORPORATION a ECO WINDOW SYSTEMS, LLC. BN35 S.W. R8 & wRODUOT DEVEE.OPMBNT f �3t3 3. >$7 AVE 9114 N.W. 106 STREET MIAMI. FLORIDA 32174 .r MEDLEY, FL. 33178 TEL (906) 28"100 FAX. (305)262-q978, TEL (309) 885 -'5299 FAX (308) 885 -8902 -- COMP- ANL \W09 -08EC0 ,6 r •r, ap• D:• -c P , t• r ► p. A~ 'd FFFi «i +a �•� � p mi 94� �4g§ 8l 1 --^—mss �II�. ECO -GUARD SERIES -100 ALUM S.N. WDW. (L.M.I.) AL- FAROOQ CORPORATION a ECO WINDOW SYSTEMS, LLC. BN35 S.W. R8 & wRODUOT DEVEE.OPMBNT f �3t3 3. >$7 AVE 9114 N.W. 106 STREET MIAMI. FLORIDA 32174 .r MEDLEY, FL. 33178 TEL (906) 28"100 FAX. (305)262-q978, TEL (309) 885 -'5299 FAX (308) 885 -8902 -- COMP- ANL \W09 -08EC0 i I I � I A � . v "r ` i. I i o� t ' i i� i t li i I 0, deter 02 -12 -09 0 MIN 1/2" . 1" I dr. tV • KWM 000 C chk. bys A i W � N � � t°y W O� Of vt Ay •a Ny a tp � OD V O! w .► W N .+ Vb t i x x ere x 2 x •a �� i t t t i t t i t t ECO -GUARD SERIES -100 ALUM S.H. WDW. (LM.I.) AL- PAROOQ CORPORAT10i a °7 069 ENGtINSERS & PRODUCT DEMOPM91V ECO WINDOW SYSTEMS, LLC- 2.235 s w. 87 Avg 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 c MEDLEY, FL 33178 •nm. (300) 26":Loo PAX (305) 2626978 TEL. (308) 885 -6299 FAX (309) 896 -6902 L F C0MP - ANT. \W09 -08EC0 V A m p � M �I \;J �-I 1 i 0 .._.1 CD .I 0 s a a w . o aetel 02 -12 -09 revlffi ° 8' ECO -GUARD SERIES -100 ALUM S.H. WDW. (LMJ.) AL- F'AROOQ CORPORATION a�a 1 • - 1• A 04.1 12 No cK*K rAs 9Hw ECO WINDOW SYSTEMS, LLO. 1235 ESR8 7 ARODUOT DBVELOPMLIVT � a.2ss sw. 87 AVE C rn 8 01.11 M MANUP. Amms Rtv. 9114 N.W. 106 STREET MIAMI, FLORIDA "174 S. I . Fyn wMiD MEDLEY, FL. 33178 Tee. (808) 28x81,00 PAX. (305) 2e2-8978 0111 CO a chk. by1 , 7EL. (309) SM -3299 FAX (309) 888 -8902 COMP— ANL\W09 -08ECO SUITABLE FOR ALL LOCATIONS REQUIRING - GENERAL NOTES: �I* NON- IMPACT OR LARGE AND SMALL n MISSILE IMPACT - RESISTANT PRODUCTS �� 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS FOR THE � FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE � 1- EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED. ELEVATIONS o 1 FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESK BY OTHERS. O K MULTIPLE MULLIONS OPENING WIDTH FOR VEITrICAL idAI -� SEE MAC ARCHES TO BE LULL L IX & MASOINRY • 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS- MULLIONS INSTALLATION NOTES 2 0 � V 2 / A D,Gd t~ SHAM HAVE BEEN TESTED AS ' FREE- FLOATw FUND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MILLION CLIPS, BUT SHALL MULL TO ��' s SHEETS � - NOT HAVE A GAP OF MORE il•IAPI 1/4' FROM THE CUP. ARI L TO STEEL STUD 3 � _ WIN �� 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIIDLOADS TO THE REQUIRED ANCHOR5PECS ATATEArIE cilPS 4 co .01 ♦ 7 / DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/ 180 - THE 1/3 STRESS INCREASE WAS NOT USED BAY MULL INSTAL ATION_ IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREW5_ 1 X 2 X A25 MULL SPECS-5 1 X 2 X -375 MULL SPECS 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE _—.4 0 6 � THRU G: SHEETS 2-3 ; f iii / U! - - ! - _ -_ — — - ! - S>c� °� ATHRU Q SHEETS 2-3 1 X 2.75 X fMALSPECS 6 INSTRUCTIONS. 1 X 3.125 X .590 mmL SPECS�_9 C> to USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PR�UJCTS TO DETERMINE PRESSURES AND 1 X 4 X .925 PdLJLC SPECSr _ r .19 M 1 X4 X -375 MU_L x._11 m l- ANCHORAGE FOR THE COMMON MULLION. SEE EU4 Gn ES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS. CONSIDER I 125 X 3.188 X 265 MULL SPECS-12 ONLY Two ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TAKES. THE LOWEST DESIGN 2 X 4 X 25 MULL SPSCS_ 13 Ho s SPECS PRESSURE OF MUATtPL.E MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 X 6 X 25 Iuln ._. -14 Z FOR 1.26X2.11 X.125 MULL SPECS -15 Lamm H==NTAL MULL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND LIP TO THE NEXT SIZE SHOWN ON THE TABLE(4 4V X 325 BAY Mul SPECS._._.16 SEEDETAH_F, SHUT3 L*ALM&CLIP-18-20 7) ANCHOR EMBEDME1NT TO BASE MATERNALSHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCIXS BY OTI*M, MUST DUNWLES 18 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT LOADING EAM9L X' ES 21 22 Z a w AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSI1AiLAR MATERIALS SHALL BE PROTECTED AS REQUMED TOPREVEN I Q Z � REACTIONS_ N o rRO>irAmy i i TYPE 8) REFERENCE TEST REPORTS: FTL -6443; !S_CO ULTRACONIAGGRE -GATOR NOAS; ANSVAFBPA NI% FOR WOOD CONSTRUCTION; w - MUSTBE MANIJFACTlNRED DESIGN MANUAL BYP6T. aaLlu INS NIPS HAVE BEEN DESICiPI D - TESTED TO COMPLY WITH THE REouREmENTs OF THE FLORIDA suiw IG CODE. AND FOR IMPACT ARID (LION APPLICATIONS. MULLIONS ARE ONLY Q 0 - -- ARE APPROVED - IMPACT TO BE USED WITH /SmMFAIS HOt iTAL sH�s 2a mum PGT- APPROVED FENESTRATION PRODUCTS HAVING CHIT APPROVALS. - --_ -- 10) M UaMS ARE IN COMPLIANCE FOR USE 04-111-FE HVHZr — — — — — -- LENGTH HOTMTTAL MILL INSTRUCTWNS LENGTH 1) DETERMINE THE DESIGN PRESSURE. BgQUIREMENT (LB&FT` FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTR 3) REFER TO SHEET 22 TO DETERMINE F THE WIND LOADING IS 'RECTANGULAR' OR ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 4) FIND THE CHOSEN MLLIOM MULLION CAPACITY "S/ n FROM TABLES 1A THROUGH 13A, ON SHEETS S THROUGH 17 PRODUCT RE►iSED MLILL LENM -1 d ! OPENING RESPECTIVELY, USING THE MULLION IWE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY THE MULLION CAPACITY (LBSVM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIM FOR THE C°iPE>q:; OBTAINED IN sT>► !j. 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED JIBS). THIS s5 00n*yi* wilh dw Fbddm. A sonift CO& 2.D! By T VALUE REPRESENTS THE WINDLGAD TRANSFERRED TO THE SUBSTRATE BY THE ANCH�R,S AND MUST BE MET TO ATTAIN THE FULL Pra�C4 oPa.lsl+cG HEK#IT �r MULL ! LOOM �r !' e�fm: MULLUXOLNGAPACITY. U LHIGTII 6) FROM THE MOM CAPACITY (LES3s} TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE AN tORISI�STRATE/AN(2lOR -IX iii FATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED `�� a.( LYNN X11 � �� O ,. -• • •.... •. 'P �i ]� • ANCHOR CAPACITY IS MET. � �� w.�C'�� -. SINGLE MULLION " LE MI �LLI f '"" 7) IF THE MULLION CAPACITY XLLBSStFT OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFTF} Nfl �7� - 4 OPLNNG WDTH Fat VERTICAL dpttl FOR THE OPENING, YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMUL V TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VAS A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - a �_� •1 LUZ 4t, "1 SEE COPH� DETAILS / MULTIPLE MULIIONS / L FROM FIGURE 1 ABOVE -- -- M VERIFY THE DESIGN PRESSURE RATING "SIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL OBTA THE MULLION SYSTEM. THE LOWER THE APPLY �'O Ti: : � �� ,(� -• FLORti�Q - -' MULLION CAPACITY "&+T') NEO FOR OF TWO SHALL FOR THE ENTIRE •. • MULLED USED /7 /sSIONA,' HIGHLIGHT OPTION USED AND TAB VALUES IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. LYW q lili P.E. FL P.E.# 58705 88LBt u L! ' ropo scar 6 6 6Z 80 1>1 TN a �.�`�` * , a3�N/ MW AVUZWH= moo► 10 z Nrooes inl ••• I dl : s •w o `� �Q•: dr Cl SNOPI n 8f11 W "ld 1 132i� I cn �+; p" �ltib•• .......•• of �� d * ,' �u � � !lrtl111111 6 r'v= � � Iwo •��MY�,� LU Cal i Q , `PQ� Q 0 Q 4se r 4 Q g y • ao � �V va $ F^M 4QJ 0 us i . s , a gill co W oz m� c i / ..gm CA ® 3 wm m �tt °m Jig 2T g g rZ n', IMPACT-RESISTANT ALUMINUM TUBJE. MULLIONS J ti - INSTALLATION INSTRUCTIONS B 191" ' ��ft� 8 /A 6300JR 3 a 2 Gj•'' .... '''••, �� ."� tka+tim a er. foXo MD" � / �/ C �� J RtS OW 08/29/11 Pa wx ten // J�1�11111 \ \�`` Rev. BY Date: l�'iKOAIR� FI 3174 FL CERT. OF AUTHS 29298 J 'J M y Sb r ® i •n r m $ o rr go -n o ° o tr gP N X W $ °. Qv ;m <_ 6 k N J X W J ti ® ---- --- - - - - - -- ` , e- - Z M4 Tft o n IMPACT-RESISIMT ALUMINUM TUBE MULLIONS z i$ INSTALLATION I STRUCTIONS C Drowft No. :��,'•. �,' -� N/A N 6300JR 84 a 22 �o�o �txovoioot, as in j••'•••.,.,...• *•'°`� Br RW. K FL 3�s7s "/ N iR ►"```�� Rw. aY SOWS I xa rzts+a�4 FL CERT. OF AUTH•# 29286' • • i !� m • > mm w y i Owl" Comity o • • 3 9 gig A I IRA mu," Capacity • • tv ft I ID I • •. wici • ''. :h mom comity m$ �D �y Comity ZI Aft Ca gig"" Re#bW a 6 �i a a AMC* Capacity NX N An*tW Capacity ``�111IIIIrt��/ 1 •• N •.. '�'• r " IMPACT-RESISTANT TUBE-MULLIONS Z'�� `� •o �,'•. .•' i -• l I 6300JR 5 a 2 r ay in ',.c�N �•......••,* � SOW 08/29/11 ca pa emr ls R 1111��`` aev �r � �axnx� � 74 FL CERT. OF 29496 A A Y Y �jfP� 8 Mull Length -� N y VV m {•��+1 aa N S S S S S s 5 S 9' �' A Ol ap )r! V.. yp�� pp �wp }h Q A O N � At `^Honorcepeolty pps�ia�2)�Q80� (IIYlMt2)��M� g} S a uin0d (�Ibbj I� R �` nor Capaoriy uuea play QM 4Z capacity -1 � � � m an�nor oapaolK� tied Qhe) �#IIo jCe� T M Ion Capacity -a 5 �o Q AbaM'tr1 a ��P�� y � M Ion Capeotty �• o m b p {� � $ � Q• Mut lon CaI�KY � 9' 6 .• w Q y, p 8+ � � � Capealty o � �Mutl Cepeotty S Ana ��b m � led pea) MuU capacity 5 .� g � Mud C�aorty 1 a�4�ed o�) • • i !� m • > mm w y i Owl" Comity o • • 3 9 gig A I IRA mu," Capacity • • tv ft I ID I • •. wici • ''. :h mom comity m$ �D �y Comity ZI Aft Ca gig"" Re#bW a 6 �i a a AMC* Capacity NX N An*tW Capacity ``�111IIIIrt��/ 1 •• N •.. '�'• r " IMPACT-RESISTANT TUBE-MULLIONS Z'�� `� •o �,'•. .•' i -• l I 6300JR 5 a 2 r ay in ',.c�N �•......••,* � SOW 08/29/11 ca pa emr ls R 1111��`` aev �r � �axnx� � 74 FL CERT. OF 29496 A A Y Y �jfP� 8 Mull Length -� N y VV m {•��+1 aa N S S S S S s 5 S 9' �' A Ol ap )r! V.. yp�� pp �wp }h Q A O N � At `^Honorcepeolty pps�ia�2)�Q80� (IIYlMt2)��M� g} S a uin0d (�Ibbj I� R �` nor Capaoriy uuea play QM 4Z capacity -1 � � � m an�nor oapaolK� tied Qhe) �#IIo jCe� T M Ion Capacity -a 5 �o Q AbaM'tr1 a ��P�� y � M Ion Capeotty �• o m b p {� � $ � Q• Mut lon CaI�KY � 9' 6 .• w Q y, p 8+ � � � Capealty o � �Mutl Cepeotty S Ana ��b m � led pea) MuU capacity 9RUVH.Lnvao'1?!3� t� stair u .%M) aW . :oa AH Aea W go ponmo MUG WRA me low z s WON N •. 2- a N mn s n w w 1 lsI �a- wi * o, o Vb � •`''� �. L�- a� k x X a a � a M c V N�- 0 N 20 110 �W� Ams"aft I till& A A A 1,11g }o �ko s $ Q .. NZ • • a • O No � cwu v�naaa FHomdq�o4s�uV q ��n 9-9 �QQ �Opdq J01lOIlV h 8S I .B E+ {c41) yy tJ RJR � {911 Pali � ry�06Qq ugpt�yq 1 1 111 All I I di x •� N `t H yp p p r wW , ,�j$g�g��g4Qag� r.�.h�� sy � � J J• s sP o o3 d dl � � � �v 8 8 P �gg�g�ggg� df � � I IC � � � � 8 8S N � � •`�1••��°J b th W t'0 N N � ez N q �+oIIMIjM P {+vO wtr fi�edq III jY a !g � cwu ven�ea� 419ue'1 UnW •� N `t H yp p p r wW , ,�j$g�g��g4Qag� r.�.h�� sy � � J J• s sP o o3 d dl � � � �v 8 8 P �gg�g�ggg� df � � I IC � � � � 8 8S N � N 1. .J m � r 'E�•f V ,7�� qe ��pi � �e > &S� rr ~ Mull Length e'syssasm•se'ss ss �K F yy C W S r a 5� � q }�� Cap* Si C�kY �g e� o I� R .. G � � � 6 � # in in �► � � ;I�n C�hY � �a � r3 Ali � #=70)"y :i CI � � all � iii � M CaDeaHy -� � 51-0-19 � p� R hot CepsdtY (}fie yp qp }per �c �) � 1011 Cb�OILy �• 1ea � rt Capadly IO pp�+ gg y T � Xi � � al � it3 � � ��peaHy MU" �t�b ) pN� py� � day M Qapaeky 5' Rm4W A ) R ��i} tY RegltYted Qbe) �n copsolo 1,1 • colmolty c O o Fir rwr m • If r G N MON 9 �—w a N y o �� o-tro� Qm n OW1 I fig o -► N O -JA Jt s� `\\`eta s` O� .....x Z i - ES T ALUMINUM U MULLIONS 9 X 2.78 X.376 MULL SP CS .:,,'C� o sheer b r; •'' ,�, �. �-- t N A 6300JR 7 a 1070 marrroc w DIM ' %VEER ..... * RaSOWSKI 0 29/19 e; ew Rev. By: late: evbtorx t+bKOAIS tt se?74 RL CERT, OR AUTHA 29298 j^P•��P ~ Mull Length e'syssasm•se'ss ss �K F yy C W S r a 5� � q }�� Cap* Si C�kY �g e� o I� R .. G � � � 6 � # in in �► � � ;I�n C�hY � �a � r3 Ali � #=70)"y :i CI � � all � iii � M CaDeaHy -� � 51-0-19 � p� R hot CepsdtY (}fie yp qp }per �c �) � 1011 Cb�OILy �• 1ea � rt Capadly IO pp�+ gg y T � Xi � � al � it3 � � ��peaHy MU" �t�b ) pN� py� � day M Qapaeky 5' Rm4W A ) R ��i} tY RegltYted Qbe) �n copsolo 1,1 • colmolty c O o Fir rwr m • If r G N MON 9 �—w a N y o �� o-tro� Qm n OW1 I fig o -► N O -JA Jt s� `\\`eta s` O� .....x Z i - ES T ALUMINUM U MULLIONS 9 X 2.78 X.376 MULL SP CS .:,,'C� o sheer b r; •'' ,�, �. �-- t N A 6300JR 7 a 1070 marrroc w DIM ' %VEER ..... * RaSOWSKI 0 29/19 e; ew Rev. By: late: evbtorx t+bKOAIS tt se?74 RL CERT, OR AUTHA 29298 �n copsolo 1,1 • colmolty c O o Fir rwr m • If r G N MON 9 �—w a N y o �� o-tro� Qm n OW1 I fig o -► N O -JA Jt s� `\\`eta s` O� .....x Z i - ES T ALUMINUM U MULLIONS 9 X 2.78 X.376 MULL SP CS .:,,'C� o sheer b r; •'' ,�, �. �-- t N A 6300JR 7 a 1070 marrroc w DIM ' %VEER ..... * RaSOWSKI 0 29/19 e; ew Rev. By: late: evbtorx t+bKOAIS tt se?74 RL CERT, OR AUTHA 29298 TABLE 4A MORI= Capacity Table PaM Ar1dff CIp Paftms Opening Width Qbrwdc a4m"nrung nnlirkw) orOpentng Heigbt(f� taorTaor�ly�spanr�g midiarta) MGM 50 in solo 70 b Bob In 100 In 12D in 140 in b 1 X2JbX I x 012 Sted S- (+657 TmprRt rg. �B PACtW Ubr 9 TV WUWgf �y Rost -aW r Lnedrp TmpfTdorky ReeUnpAer Looft Tmpr NIG. Loaft Redmgrfer LnedrO ToWTdwC L, *ft Redm Loft TAWTrwa � Loaft T�iGia � L�++O Tv WTdmty. Lo�9 Reden� �0 TreWTd� Lowy Alum. Tube NORIO" 5 QQ € 0.g 3 wt' er' •iEG 1-114' 1-114' G a Z U 1.3 G� _ 1.1 Z' G � K 'J Z' G ff�� mn n �_ ..a. �G G Q 43 j.�. 2 G �. op 3� � G fff..444777 0•. �_ $ a - G (((...444777 �. , q c L7 g A, �_ 3 aG I6y G U {tl� P 7 �'G N. X61 �G I- _' G G Q� WA � C3 g WA G WA 42 In 170.0 SW 1740 435 1740 744 1 170A 478 170.0 868 170.0 =5 170.0 992 1 170.0 519 1 170.0 I 1118 170.0 1 521 1 1740 12401 170.0 521 I 170.0 1 1486 170.0 1 521 1 1S&7 1820 1170.01 621 138.8 1140 17x0 S21 225 036 48 to 170.0 708 1740 524 1740 850 1740 484 1740 992 1740 890 170.0 1133 ' 1740 651 1740 1275 1740 877 170.0 1417 J.TMO 680 141.7 1417 170A 68D 12LS 1417 1740 880 1085 1417 1740 880 WAM In 1740 747 170.0 593 1740 898 170.0 831 1740 1048 170A 684 1740 1108 1740 723 1626 1289 170.0 747 198.3 1289 1 17&0 759 121.9 1288 170.0 750 104.5 1208 170.0 758 91.4 1288 1740 758 64b 1740 797 170.0 612 170.0 858 1740 691 1740 1116 170.0 754 150.7 1130 1740 803 133.9 1130 170.0 837 120.8 1130 1740 858 108S 1130 1700 ON 86.1 1130 1740 881 75.3 1130 1740 861 80 in 170.0 885 170.0 701 146.5 915 1623 781 125.5 915 144.5 748 109.9 915 1323 735 97.6 915 123 9 728 61.9 915 1165 720 a 73.2 915 114.4 715 G28 915 114.4 715 545 1 915 114.4 715 a3 In 151.0 990 181.9 710 12LG S30 1389 894 108.6 930 123.2 1 891 94.9 830 1122 670 84.4 830 104.6 882 75.9 930 984 858 65.3 I G30 94.5 849 54.2 830 941 849 47.4 830 94.1 849 C 86 In 1321 757 140 0 860 1180 757 119 8 838 94.3-757 106.9 624 82.5 757 96.1 614 75.4 757 08.1 am 0&0 757 942 080 08 0 767 780 593 472 757 T82 581 415 757 78.2 591 .m/ 72 in 101.7 838 108 9 552 84 8 838 8t.0 640 727 036 80.1 530 833 899 722 821 585 638 88 0 SMO 505 G38 02 3 508 424 G3G ST2 300 98 3 838 55 3 4W 318 839 08.2 497 781n 885 S71 90.4 418 721 371 76.8 488 171 67.4 479 54.1 571 848 471 48.0 571 55.5 494 432 571 51.8 499 380 571 47.0 451 30.9 571 448 447 27.0 571 445 448 76 in ODA 542 89.4 474 68.7 542 70A 495 57.1 542 021 458 50.0 542 1 03 449 444 342 51.0 442 40.0 042 473 437 39.3 542 42.9 428 2&G 542 40.8 425 25.0 542 40.1 473 90 In 521 407 53.7 381 43.4 407 45.4 355 372 407 399 349 323 407 35.3 343 28.8 407 32.1 339 28A 407 28.8 334 2L7 407 20LI 327 18.8 407 20.1 322 1&3 407 93.0 319 961 422 359 441 3120 35.8 359 372 314 3117 358 32.4 309 26.8 358 08.8 304 23A 358 08.1 300 21.5 358 240 995 179 358 21.0 289 155 358 19.2 704 108 in 30.1 083 30.8 255 26.1 283 259 251 21.5 283 225 247 18.8 293 19.9 244 1&7 283 180 240 1&1 283 1&5 237 111 in 278 087 28.3 242 29.1 287 23.8 238 19.8 287 208 235 17.3 267 1&3 231 15.4 267 18.5 229 12D in 22.0 229 1 223 209 183 1 229 18 8 245 15.7 229 182 202 TABLE 4B Andw Capse t Table Me) Ar1dff CIp Paftms S 7-1m cormmft &Q Cone fiN" cm nw = PTmbw MGM Aodmr 3H8' t3eo lAtraoao 114 Elco UPoracorr 61w 8w U 3119 t7oo 119raman 114" Eko tJimemr VC SS 6m &WSW 1&N- W SS EMO AUMOGdcr #10 Steel Sneer M 912 Sled S-- IGN 012 Sted S- (+657 Edge DWImM r 2-111 r 2-112` 344 r 2.1r1 r 2-1r2' r 3418' r GAr 0.64' 0.324' Embod=mt I3WC I-Xf '1.314• ' -w r r 1-114' 1-114' 1-114 1-114' 1-114' 1 -Or r 1:418' 13W (eee note 4) 2 Archro a L7r NIL O.C. t Sbmdmd arOdsel M pay 3W M. WON. 4300. 00 Ibs 1644R. 2708. 200 ft 3S42. 740 P. 486 8w 6640. 1182 bs W0 8a 42D bs 360 bs 4 AwA s 0 1.15' Mn. O.C. / Stmmd (arOisen CIPO-0 RI 080 ft ?WNW WA PEA WA WA 380 ba WA WA WA WA PEA 652 8rs Cuomo 1120 be 4 And= @ 3 WL O.C.10 215 Art* C0601 M 780 Drs 78080 680100 15811 to 1898 be 540iu 680 Om WA 780 be subs 880 bs 236420 SUN= N= 1140 1120 M 2 Aadwm ® 0.4V albs. OX-1 U-C(ip iWo 118" Abma. M in WA WA WA WA WA WA WA WA WA WA WA WA PtiA 71811. 1 Anchor/ F C8P dip 185 ba 1951bs 225 036 445 bs am be 135 bs 140 bs 1770m 370 bs 234 ire 332 Re 501 bs 163lbs 210110 280 be 2Ancbm Q 1.W AWL O-CJ RXp (Rg an 240110 1 360>bs 1 WA I WA WA WA 190 bs WA WA WA WA WA 328 8rs 420 1133 508 Ors NOTE- FOR THE OFFSET CLiP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALiES AS THE STANDARD CLIP. CIRCLET) VALUES ARE USED IN THE E)CAMPLE ON SHEET 21. RMJRF 1 - I- ff - FIGURE 3: ANGLE CLIP MUST BE USED iN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • O i TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORNRJLA: (DP_) X { CAP,,.,,, ) = ANCHOR CAP.. USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL. PRESSURE REQUiT FOR THE OPENING. WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TAB OF THE SELECTED MULLION. IT WILL YIELD A MINA ANCHOR CAPACITY WHICH MAY BE USED TO'QUAL.IFY ADDITIONAL. ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENidG WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 1 8-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED W THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -Fu I CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90 WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T3 AND BE A MINIMUM OF .12V THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL Y X 2.75"X 860' MULLION :y PRODUCTREVLSEiI 0s *omptyiW withthe L C0& Br ' DPra�l[d >xll II11111 * ' No. 58705 ' -)3 • tt 3 oil, :' �W ST '� ";61`SIOlVAlE t, A. LYNNI R. P.E. FL P.E.# 58705 vaaaa fl'RIny do •"95 -» i t I51SMO N f � 6 sear Meal � , ui AVO70AW= 001 to WNW WN WN ';' ' � 'I IN X 4 L'£ . ti r* m a•i 4 SNO W NE N fl b 1Nd SIS� •la � � ';`c� � ' � ic; O � a leflu ry •• ' c �.�� Ny• .....pR0k`��. d ,� �+ ��Illllltlttt 1111111 Igo 11411111 <� i @ N �� QI ow 3. gill (90 pwbe N kmeft cull OQ Wo gyp. o _ MW in If I Q to '%OwvO."Cu%' Ill I all I A 3 F. F g 8 �§ WO N N I Ale N I a Q �• • C) 4 s •�� r .ii +' Rll�d►1�1��IU�W � ^w � �' . � w �i r a C � � � � � 9f A O r 'M � y RboV,, 0 0 r kr•�a *aw � WWI � � S� � � � � R � .4 ►� IiuQtdBo �►W R hew yFQ 4% � gX � � � � '1' � 1Y w A11aHdwJ �IIInW i� 6{109d9� !. `19�/ 8i R I Id .} i'i 1 i0 itS O a ,g h" �il�'J IIMW 2 twa,►��ti u41unW Igo OR $ tR Kt 1C y� ta�la j I I � j i § , 11111 uiN! W �I guel czwwa udPW 011 I R p l r � � R i � i a a � l r h s s s s s s s s s s s s s s s �g8ue�pny� � a � l r h cam #RMV AM Uum Id, 70 l NrOO89 d/N V/N q a�;•�•'•• •• a eu�a+o :elaos �+ea � y � SJ dS 17 X on `I-' a , 3 OWRO �3 t ~9 z >i ¢�NgV If ("0 1 1 gig, A la. ippp Fm. ("0 1 all I z$880�� I Pill N�Ow.0 ppwp 0 z w N t9 V • • • • • • Wo } O O • • • • i �r a • i r • i �/j O O r (aY a IF,O O (90 pq�bcU • o o O O • N • 0 o o • & w a o � NI�'%i I�nw viii P P �o.dea` new � � � kk � ��% HIV P r w Lam. pp ,� App �+•ro � � r� � � � � ��y � � «� �! �yloaa'eQW R Ali � � :3 ei � � � . � � � (940 ,QipYd6,7 b � � if6 � F F► � 1d Ali �f @ � Ai is $ l�Oedap � � F � � all ggqq g g xx w w w C��dwJ w w P pl�q ao{�y ra`�w � � � c�au aa+q�a � � AID �w��:la� o (�1� I� ^I �. pp 1yw� tlp ��V+ .�Y, � � A A � � t'► t'1 N �uood� wow � � .s s � s s .s s .c s .a .e s • .s s .e 4 F- P w iV rJ � ®�• N t N v H Bue� pnw • P w iV rJ � ®�• N t N v H TABLE 7A NuMan Capacify Table Msm- An�(� Pam Opening Whith (torvodca44+parehV mtftn6)orOpening Height (forho1ftfft uspanft moons) FVbd CFAU So to win 711 In so In go in 100 is 12016 14010 16010 I x 4 x.375 mar Loadw TMAMAn9. >oaft R-t-4 w L-ft TSWN- . toaft Rem lames Trap U-4 Recfe t► 1ap�Naay t amftla Receca lsr L-Ano Trap/Tdattq L03ft 7rap/Tds Loaft Rehr Treplideagl a r Loaft Ta�p/Tdmp Loan9 R�tte�det Leadtr4 7naWr g• i+o 9 Nkdgon am a3Q4' St � u 1-w �.. :3. T H� Q LC .. Z 1-034• _ 1-U4• .� G O if g < G K G g $ a 0. '2 C K .5 2 1 16" In Z �L x S� j�[ 46B @i6 884 Ala 1182 us �,[ 4WD bs 560110 . Y 700 bs 700 AR 42I, 170.0 820 170.0 as 170.0 744 170.0 478 117"1 068 170.0 508 170.0 582 178.0 619 170.0 1118 170.0 521 170.0 1240 1780 621 170.0 1496 170.0 321 170A 1735 170.8 621 Imo 4883 170.0 an 780 pis 48 in 1700 708 170.0 524 170.0 850 170.0 564 170.0 992 178.0 SSO 170.0 1139 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 680 151.8 2024 170.0 880 WA 50.825 In 170.0 747 iX8 663 1700 896 170.0 631 170.0 1046 174.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 755 170.0 1793 170A 756 1560 1919 170.0 758 136.5 1919 MA 738 54 In 170A 797 170.0 612 TMA 958 17(.0 891 170.0 1116 170.0 764 170.0 1275 170.0 80:3 170.0 1434 170 0 837 170.0 1594 170.0 858 15" 1789 1700 WI 157.1 1799 170.8 861 IMA 1755 170.0 861 Sofa 170.0 885 17.00 781 170.0 1063 170.0 787 170.0 1240 170.0 678 1700 1417 170.0 944 170.0 1804 170.0 898 155.5 1819 170.0 1033 129.8 1619 170A 1083 111.0 1619 170.0 I= 97.2 1819 170.0 1063 8910 1700 930 Me 745 178A 1116 1700 850 170.0 1302 MA 940 170.0 1488 170.8 1015 is8 T 1542 170.0 1078 141.0 1542 170.0 1126 117.5 1SU 16LS 1156 IM7 1542 167.9 1157 SLI 1542 187.9 1157 88 i0 170.0 874 iMO 789 1700 1169 178.0 em 170.0 1984 170.0 ISM IWA 1472 '170.0 1086 1428 1472 168.6 1148 '128.5 1472 U &S 1130 107.1 •1472 WA 1106 910 1472 1480 1104 S0.3 1472 146.0 1104 7210 1700 := IMO 878 1700 1275 178.0 1009 150.8 IWO 188.2 1101 132.0 1320 149.9 I= 117.5 I= 137.8 WN 1MA I= 128.6 1049 S8.0 1920 117-0 '1024 75A 1= 112A 1013 66.0 2M 1123 1012 - 7610 170.0 1171 '170.0 937 WA 1184 150.4 100 1289 1164 138.9 994 1122 1164 1253 ON 99.7 1184 115.3 964 80.8 1184 107.6 952 740 1184 97A 831 84.1 1184 93.1 827 55.1 1184 92.5 Z5 78 b 186.1 1124 170.0 967 138.4 1124 147.0 966 118.6 1124 128.8 947 183.8 1124 115 6 931 92.5 1124 105.6 00 83 0 1124 98.6 808 622 1124 890 880 59.5 1'24 84.3 881 51.0 1124 832 878 do in 106.1 644 111..5 750 90.1 844 94.5 736 77.2 844 821 724 W 8 844 73 3 712 80.1 844 663 702 64.0 641 61,4 883 46.0 644 542 678 �A 644 500 688 39,.8 844 47.7 682 9610 69.1 742 915 883 742 742 772 832 83.8 742 672 041 56.7 742 59.6 631 49.5 742 64.1 CU 443 742 48.8 614 371 742 43.5 800 31A 742 39A 590 27.8 742 17.6 584 1B in ' 62.6 588 a39 530 521 586 53.6 521 447 SIM 466 513 39.1 SW 41,4 505 34A SW 37.3. 495 313 586 942 492 26.1 580 298 481 22.3 586 2L6 472 19.S 5S 24.7 466 111 in 670 555 56.6 503 48.0 555 493 495 412 555 420 3811 555 56. 0 489 32A 555 342 473 20A 655 3L3 467 24.0 555 27.1 457 20.5 555 24.3 448 100 555 224 442 120 h 456 476 46.4 493 380 475 390 426 528 475 393 W14A87 28 6 475 29 1 414 253 475 26.a 409 228 475 243 404 18 0 475 2L1 U S IL3 476 18.7 887 140 475 172 381 144 In 26.4 330 28.7 305 22.0 330 22.4 901 1&8 330 193 16.5 1 130 1 170 293 TABLE 7R AnsilarCapacEy Table ps) An�(� Pam • 2.7k Ca nods 8-6k C4= mcamr C0i91 FVbd CFAU vrvww 0 SteSei AaObor T 3/16' Beo tsriaoon N4' eoo 16utaaoa S/tb BCD 1R1ns�roa 3N16' floo Ukraoon U4' 8300 l!>nmaa IW SS StW OOD Ulan U4' SS � 910 ,14ad S=w M 4128W Sew1r M 008W Screw M 64pe Vat== fay r 2-1W r 2-1W 34W r 2-1W r 2-Ur r 3-118' r 0.4r am a3Q4' E 111 004 VW lww 1-w 1.914' r 14W 1-034• 11w 1-U4• 1-114" 1-114' r ' -.318' 1.518' (sea ads 4) 2Aadbms g 4.7r uh o r- / Standard Clip (Rp.1 a _ 30 no =ON* 450 Ito M ibs 1 16" In 2706c 280 ba 354 tbs . 740 Rs 46B @i6 884 Ala 1182 us 328 to 4WD bs 560110 4 &=boo Q 225 NCti. Or- I Sid COP dip. 700 bs 700 AR 5W 019 1440 Ab 99,2bs NM 500 bs NIA 630 g0 ANA 880 60 NIA 862!0 840bs 1'120 A0 BAndams Q tir Ntta O.Q I Stud CAp (lip: OW In 14M ba NIA K% WA NM 7W It0 Wh M KK WA NIA 1304 bs I6W bb 2240 ibs 4Am*= Q r Mln. O C. I (2) 2xSAn* dips {Fip 780 bs 78060 OWN* 1760 bs 32e063s 540 bs 8580 bs 780 pis 1480 61s 936bs 132860 2384 bs 852 b9 a40be IIM&s 6 Aixbm ! 3 'ice D C. / M USAep16 Clps (Flp 54 1170619 1170ba 1=1w 2940 bs 2844 bs $10 bs 840 bs WA 1140 bs 1404 R0 1320 ba 3548110 970 bs 1280 bs 1801135 4Andlow Q 0.45 Wt QC. I U-CffA k4* lW Akm ft WA WA NIA WA WA WA WA WA MIA NIA NIA WA m WA 1432 619 Z Aadxas @ 22r NAR o.C. I F42p {Fp 3509m 3501% 2806s- 705 bs 476 6 9 WA 2806s NtA 315 be elm 440 bs ORB 928 As 420 bs swan 4Pjml e Q 1.111 015n OQ i F 7P Mip 400 bs 7W 60 WA WA WA WA 3809s WA WA I ' WA WA I NIA 85260 WDba Ilm on NOTE. FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FGGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • 0 • • • • • 0 0 o o o • • Q o o• o R11* o 0*10 41 •• O •• FIGURE 8: FIGURE 9: o • • • o • • • FIGURE 5. FIGURE 6: FIGURE r • • • • ANGLE CUP (FIGURES 586) MUST BE USED IN PAIRS. TABLE NOTES: (Dp.m)X ! ANCHOR CAP.,,, -I = CCAP, %MU LLION CAP--f) USE THUS FORMULA TO OBTAIN THE ANC HOR CAPACITY REQURE[r CORRESPONDING TO AN ACTUAL PRESSURE RECKIRWAIENT FOR THE OPENING. WHEN rT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF 7i-E SFIECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTiON1S FROM THE ANCHOR CAPACITY TABLE- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FLLED CONCRETE BLOCK UNIT (CMU) SHAD. CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCTURAL STEEL. TO BE AT L EAST .125 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. PROD= REVISED tbevvhh 1� z Aooepmm No i BY I T ��Uti111IIIII 5$705 tils-0 EOF �S ORVD ` A LYNN WL 1LER, P.1_. FL P.E.# 58705 es�ex iwwnv �a•iaao � fcz� � � � � •tea `�� a�,�'', scm i �► a 66/6Z�90 DISMOS a r am as wag ul ococ Z z6 aroo£9 / - l S93dS• "nnyq 99 ' 89 6' 9z' 6 pom Apoft • .. 20'' a' C. 0 ON (*W pWbft X AWoft t �--- - ---- -T i . AVeft § III i I i I ill N ®r� N N Crym z g � } N H 1 qpp� J 1= rO • a • • • m_ � O tinn wmnw 1 -;;JOIN I A pouln • e3 Od m O Ll v tl0 W � • • L6 M.�au fig+ ffi pp Qj tl� r r pR��W i IOW 1= r .. p�� 1 i Alaede� auy ':. '"• � (sow �• � 9 R � � ro •- v; a ao .- . $ IOW r � i= � awp � w � � � �' � i� +�• � �pt1 �o f• _ _ lout' t��d{ F� gqg F Q°Q b� � r ryry • � e O Q O t A (ii • A I� la tea':. � � °� � its g a6 i6 i�• «� N � � &� is �t^•� Ii ��W 'r � � � w w w r i7 R Y1 +� iV tY iV i6 IC �[ � �• w A N r 01 �{tOadaQ NIIROW RIO �•f � i, � �• PW 4pm*o=-C;v'1 a ill gig A (i'�IfOpli (ySLpyi O A � A A V � a G py�� pR� 1yq( pCd� s� ,7 t��w,.A w*r^1a � A j�O�.• ,jp�{ A qi ^h+wB�ii uolunW M K +�a� � � Ni {p6 i •i► .pG .{6ip •N6 ��6p pip .8 (ip .G •B .p6 .6 � V. � Q Q IA �O W �D 1.. I•. 1+ p YI � � w 'µBuarl uQ. r g g g w i'i�� r r� add � � � d d IInW uQ. r g g g w i'i�� r r� add � � � d d a -I e.e ♦ O al al • O • 0 0 O 'rl ' • O • • s ' N O • •A a • 60 41 1 p G 0 0 0 0 o o e o 0 0 o e N O • D • • O • 0 0 0 • • • O o O • O Anchor 0 0 0 • • q • o a o f'? W014 4 O • %%% ��ry • Anchor Cap* • vi A r v v 1�1 I11 ww Cy� yy g a �J N Anchor Capsefty MUDW cap* Anchor Cfftft o gz G G N° y • (/� V. VJ •00 ohm bOM i Q o �� (a :Op .� nahorovaft o� g 0> Union Cap* -4 ir 91 1 —I f` v W 4� if >rA Y7 W iN owm doll I Alry >� x a Z r g O r ° IM T•R ST A I BE MULLIONS �'• d o o '�;'• 2 X 4 X .2 MULL SPECS 6ea�e ro :�`,y;'•. "' •,•' I 6300JR 1301122 r , o •� . °taw" k A W J427S �/V�•.' �� J Rt�S WSKI 0 /29111 � Pa a�x r� ��, F R I ► ► ► ```�� Rev. Dr. Dale: nbxaut� fc 34274 FL CERT. OR ALrM.# 29288 � Mull Length N S' Sf d' 6' D' •' S !Sr 9' $ '' $ liar •' m • � � � � 6i � �"J � � �+ � 8i � +� I Anchor Cnp•oAY , qp ym� •y� J(p� ! @y Vm 8 spy my py /�,/.��..-Y. (m•Ifl2)�� • �. � •� � � � � � 7i; � �i � � � R Gad bs� '� lU+chet Cepsaky R•Outrod pba) � � � � Ili � Mier "°YUIIOd (Ib6) rA � ►II � � � � � yyJ � J + ^MW�� C�•e� I/�..W Rif `.y,�,"y .•I R•gdred pbe) 8 m 1tegW�ed pb•) � P�nY a4 � ) ulilon Capaeiq+ J+ W O d O O d O a g� I�eQuhed pia) uMlon CapaoNy f�idl0d Qh8) V � � � � � � is � ►e is � � � b e M • w N N J J v w J R D � Mull Length N S' Sf d' 6' D' •' S !Sr 9' $ '' $ liar •' m • � � � � 6i � �"J � � �+ � 8i � +� I Anchor Cnp•oAY , qp ym� •y� J(p� ! @y Vm 8 spy my py /�,/.��..-Y. (m•Ifl2)�� • �. � •� � � � � � 7i; � �i � � � R Gad bs� '� lU+chet Cepsaky R•Outrod pba) � � � � Ili � Mier "°YUIIOd (Ib6) rA � ►II � � � � � yyJ � J + ^MW�� C�•e� I/�..W Rif `.y,�,"y .•I R•gdred pbe) 8 m 1tegW�ed pb•) � P�nY a4 � ) ulilon Capaeiq+ J+ W O d O O d O a g� I�eQuhed pia) uMlon CapaoNy f�idl0d Qh8) V � � � � � � is � ►e is � � � b e M 96Z8t Hlflvd0'12fLLJ to 0 111 zde 6 WON . NSMQS � � �cj •, rasa lu W : c4 �c,4,.•'' • , W. �! :wmra,ulo�ar�►+au ocol wqb of OOEB b N $'` yr' .,+� s'`��' c d �t1 IF x z �� .4 SN I`1'1f1W asm W NIWfI 1 321- dWl a w- �le." O N • Og 11111 I00\\ x q� �a *woo lmmv o�� UOUPW ul a A MIA All a A A D .� 5 j a .L H,�-Qn ��g w AUNdvo awl U91 vy 84 Pei uv Lu R y� 5�a °°� B; Wm N Z v F zap y �a 0 0 0 0 0 0 0 0 • • �� r 0 O 0 0 O O • • • • ♦ • X61 f ♦ f • 0 • 0 1� o • o • • • 0 0 0 0 0 0 0 0 • • • • • • • (Iqo 0 0 0 O O O • f O O O 0 O O C • • • s • o Q 0 � 0 0 0 0 • 0 O 0 O O O • O • 0 • 0 o f man v e o 0 LID 0 O • IQI�d =iiu r F ii i+ �owlwJ �ot�tty ploedeJ ual�w � u o ill g 0 � a r a ,y ° 8 ►' Aroedsa uop W �` � C � R � lip � R � �uoea� jai � � q eoe O p � •• RUa•da•J uoII1�W ' �Rt1o(e�depwl �iLLa140 O �qi �a3 Bpi p �qt COW � � � C � x � #v" � � all � 1111111 1 iG F� �0 1 Ff t�.w,v1 (��% � Q 0 �p�i{, ��OG( 4 (Qd� q QFa O O �aOG q � nl^"^'B%. � W P � r t+ !• � F PWW MIll W�� Q O O �es� �Oi Sgt � i ►- ..77 �toadaJ WUI�W 9 F C F 1 5 A14=400 u�q I W Cg: ? ��°3 0� o ap`� apap ap qpqp �0i �qs aqpp Hof qqgg qQ r .6 � �aede•J �IIi�W R .- � R R R� F R F F F R� R gill �119QdY9 �►olp�1W :Q+ i£i� � i`• r � � � � 4: � � �rS 4'• ►+ S k�d�Ji,Lyi.>yreAlW1 �Qai. �� °wj. (04� 0 0 o Q �FOj (Qhj �Q ^j R1�0•ilwJ �Ottolly �tNavdr0iroW � � � •� C i B 'fi i i i i i, S i 5 ii �+ .LL •� fi Y 41ALLS1 AnW IL irs r r qN � �. Ill-IN r ASF�R..� F Fi� ��{r N R W W irs r r qN � �. Ill-IN r ASF�R..� F Fi� ��{r N R W W TABLE 11A OLNuMon Capecky Table J�utd= Clip Pa1leir8 Opening tf81(tory 44puw*V 1lxlrlf m) or opening Height(for Wdwr*k, qpn tkg nnllons) "ON= C11U b4 In s0 In 70 br 801n 80 i0 100 i► 120 in 100 In 160 in 12rX2.11" Redd 1+d9 T=p1k Q. Loodhv R-toM isr I• Tmp/Tdwp. loodq ftcbm9ular 1 Y tiebl 1oadft L-ft Taplfda+9 io"us Low Tsaplidtry Loadv Looft TOPRdang. L=ft RectmVrdu L-ft TIWTd tg. 1 Rectargtdar LoodkV 7i16dTdartp Loaft9 RodwoWff a Tn LON&+D xT�eARnII 0.48• 034' 0.324 . En*adment 1.o4 l-wr 1-wr 4 r 1-114 I I- 4w 1- 114' vve I-vc . w r IF 1 18' :E 4 AnCh= 0 3' WAL 0.C.1 M 2x5 As40 Ceps M 1 •1 >: 1. 1 7SO tbs tbs aC G 540 tbs G 112 78920 oxen 8001bs 230420 ss2 )bs soft 1432 ftis 4210 1442 528 167.0 428 1202 538 148.9 418 103.0 S28 138.9 414 90.1 S28 134A 411 80.1 sm 134.1 411 721 � 134.1 411 8Q1 528 934.1 411 31.5 526 134.1 411 45.1 We 134.1 411 48 kk 98.6 403 WU 333 80.5 403 94.7 325 89.0 403 88.4 320 604 403 81.4 317 biz 403 79_1 315 48.5 400 78.8 314 40.3 403 78.8 314 34.5 403 76.8 314 3Q2 403 78.8 314 60825 In 823 382 9L0 301 898 362 783 294 58.8 382 712 289 51.5 362 672 288 457 362 64.6 284 412 362 638 263 342 362 83.5 283 29.4 382 G3.S 283 25.7 382 63.6 283 5410 87.8 318 74.1 267 5Rb MS 64.2 261 48 5 318 577 266 424 319 53 5 253 577 318 80.8 259 339 318 49 5 249 283 318 49.1 248 24.2 398 49.1 248 2L2 318 491 248 c60 In 49.5 258 63.1 219 412 258 45.7 214 35.3 258 407 210 30.9 258 372 207 27.5 258 34.9 204 24.7 256 33A 203 2Q6 258 32.2 201 17.7 258 322 201 15.5 258 322 201 - 8310 427 234 458 200 3S8 234 39.1 196 30.5 234 34.7 1112 26.7 734 318 189 237 234 28.4 186 21A 234 28A 184 178 234 28.8 183 15.3 234 263 183 19.4 234 28.5 183 66 in 37.2 213 39x4 15 31.0 213 33.7 179 283 213 20A 178 242 213 27.0 173 20.8 213 2b.1 170 18.8 213 237 188 16.5 213 722 107 133 215 228 186 11.8 213 220 168 72 in 28.8 179 239 179 25.8 152 20.4 979 22.6 149 17.9 179 203 147 15.9 179 18.7 145 78 in 24.3 181 ;2rL4MW 20.3 161 21.8 13 7 174 161 19A 135 -152 181 Tl.0 133 78 bt 223 152 AS 152 19:9 131 18.1 162 17.6 12E TABLE 11B Anchor Capacity Table it s) J�utd= Clip Pa1leir8 27k caeuete 33k Cato I "ON= C11U F9kd CUU PTVAmd Aaehor 5/16 aoo tRhmoe 1l4 M. Ultraear bH6' E umnw a 5118' �o i6taaa0 114' 60o U� w ss Ebo ow E0o Lftmm 14 ss Edo AW*Gdw sic s1.a Sae+tr M Sit stem Sorg (fir} s12 sleet Scm (W Edge fM r 2.111 r 2-11? 34W r 2-VZ r 211? r 3-lAr r 0.48• 034' 0.324 . En*adment 1.o4 l-wr 1-wr 4 r 1-114 I I- 4w 1- 114' vve I-vc 1-114" r low 1 18' (pe=*" 4 AnCh= 0 3' WAL 0.C.1 M 2x5 As40 Ceps M 1 7801m 1 7SO tbs tbs 9560 tb $ "won 540 tbs I S'601bs WA 78920 oxen 8001bs 230420 ss2 )bs soft 1432 ftis FIGURE 1- i • • • ANGLE CLIP MUST BE USED IN PARS. TABLE MOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL i 4STALtATM METHODS. 2) LINEAR 1NTERINXATIO N BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.21 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND (ROUT -FILED CONCRETE DOCK UNIT (CMU) SHALL CONFORM TO ASTM Cam. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606345 AND BE A MINIMUM• OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCRRRAL STEEL TO BE AT. LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (DPX �, = AtdCHOR CAP..., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY RE IUiREp' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OP iO1S FROM THE ANCHOR CAPACITY TABLE i i i 1 s p• .M I .: . Q� b withtba Awl' vl III 11Rf! 0 ki LYNN 4f >ir • No. 55705 _-� G ii 3 ti : �; IDN .. - S%NAI- A LYAS fiJtVIR, P.E FL Pte.# 58705 •w ew, p a ` t ► t ►r Z � 1.1 �v WOONON ° "°' °°` a z peg aroosa N e/N s� ee�a o : ' Q ^� o �+, p�� w -0 . " NOl1 W fl I Vr.LNV+1 3 -.LD d I � � � rrri►►tt led I I lam oil y+ ^11ra•AM �•.�•1 ;mv $ � (((ryy� t` P Be P oil ginvi If ARDV*O�� ctanau�g�g� � r�g� 92 4 =(q v N n�•� uq�mw �' P P ,- 991 N P (w w a 400*0"Ouv � I l I I I i I S (T'41:10 40100 ugunw O O O O P (+ p g t� P H• P WO Mipbeti B �,osde� mow v m mbai� ri Jp mw t F nZ Yyimnw T ! [�� ••Ii�� ( W�� 1O. � P P P P P . ("0 �oadea WO p"Ovi ` InW b low ow 40aft 10W" .. � 11 4ovddv6 J v 6 a6 io E3 a 4Q �i��V O O O O ,.O{ •f �., t��i pyp� ,,O{ O Apefto jo�o�ouy B6 ie 8 F 13 +W�•� �unw P .- wo Monti S� QQ t� s� f� g4 r2 yea uognW ^ PpN O ^ ryNy� ^114"ft app �yp� yob pq (e. ��W i•• °� �Ot m 7w 8S Y W .� � it .6 � .5 .Q .Q .G .fi .G .G •G ,fi .6 i .4 .G yti0uel pnp led I I lam a us ao u 0F'022 2 ns WH Igo h, a 0 z N� 0� i 4J a 'r i"i, oil P oil 92 N 991 P B v m a us ao u 0F'022 2 ns WH Igo h, a 0 z N� 0� i 4J a 'r i"i, ii''tttt ff • W l`,� • • • r • s m gj g- M4 �1 N �m M.86 0 T QJ 19M �m a g qVi f%1 m a ZO CA is Oi r � �F It 19A If W if If I IfV � � Ir egg If r"ai^i �I� fig a tr 1 WIHIH P 9113 19 -X I %%;Oo I I mp t 1 1 1 Mull Length ns�'��1��8�sc�� u S? 0 S S F 'd w S w S 7T 7 S S py y�a1 �pn �3 V r A YO PO PO PO WO O MU111on opsalty �) S g gJA Rdgsdred () A b to + e cap" -1 �t S� fa 4R of t� Ruhad be g Se V O AM�oUw Cape* \,••?'1!••I S nt L� to 7t N s� tls sa iar a g $ 9gOe gi �Ot al pOp fv o Re" ) MM616M)upaah �t 8 t��t >ti • yy S yy a R"° a9 u Abs) i $ all a cmbs 0) {� •+ c! i��10e1 O a p M ion Cawfty ��) .� �q j� y� y� �yj �VQ �ep! ¢O� yy gyp gg R red (Ibs) S 7: Oi is bs S i �+ R f M Anchor R44rad Oonc4 Qbs) MU on CapaaRY )�� k� I l I a y R 1 Rea pd �t►y) � S 02 -� i f a I' l j Anchor Rq a) dca bsllt2j '� A my L' �p IN N x a td 7� p� Oi I be bf a e 1 -1 kt � � x � � AnoMa Regt* CepaoRY Qbe) b Ill e I va Cewity "a comft Qbs) Ipp�� f S I a as I gg 6�� o M )caepeoRY Am ty JI 61 MuU )CePeoRY S (FJa� �$ Mu11b � Capeaky ) �' d o is i6 Ra4u1�dRY v� �ip5 1-ii Lei b ObIff aoRY 5 Anchor R"fifed ON) P V ;0 •► d O O MUDW C"aft Off) Anchor R �c s) yam H �A f- 1.000' --1 F- -1250' --1 5.500" 3 i25'- j CUT HERETO .375' .375' _ CFWAM F4XIP. SEE MAIM. MN. tD£TAI. F. SHEEF4 1.15° t A MIN._ Q O.C. 'Y STANDARD CUP 8463 -T6 ALUM. Y� • _125' .000' 375' MN. t TIN A 0.312'-/T 3000' w 2X5 ANGLE CUP 8083- TBAUJK TaPV1EW f 4 TOPV�W 77 � 3w MW. u4xp TABLE B =00-16 #M-um 11X3.125'XAW 5•�• A MULL ONNLY. Smug .37W MN. E TOPVIEW MIN_ 1.15° MN_ � O.0 0.31r B .338° MIN. L T U-CiP 8063 -T6 ALUM. 926' X 3.188'X 25V t p A MULL ONLY SKEET 12 TOPVLEW RUM i]ione"on (6fieet0) H 1- X2• X.12r (5) 66805 L. 66611188 666243M 6M11M V X2' X.375' (6) 666006 r Ia 1 w 6=44M 886512M 1- X275' X-375' (7) 66607 666115M' 6661120M 6OW45M i / 668 666116M 1 OM46M i 65637M f i 666242M 666515M 1.25" X 3.188- X .265' (12) 86641 M OM 117M 6661113M MU41M MM16M 1.25' X 211' X .125- (15) 69370 N(A NIA WA iM6617M 0.838 E y uiiui A 2000 1- X 3123' X .6w A1um Tube I" B 25;17 0.883 D 1.137 E _450 MM_ A 2625 1.25 - X 3.18r X 263- Alum Tube Mull 3 282 h 0.882 / 1 1.762 E _450 Mm. A ur Ow low / w MULLION VX 2* X -W MULLION U • -1 • • N 125X 3.18ir X �W MULIJON • 0:3 :3 .• 600 ALUM. :'I.:K :1:3 :1:K M :'1.: X-SECTION Yr• •. YE • Y • O• .•. 5.500" 3 i25'- j CUT HERETO .375' .375' _ CFWAM F4XIP. SEE MAIM. MN. tD£TAI. F. SHEEF4 1.15° t A MIN._ Q O.C. 'Y STANDARD CUP 8463 -T6 ALUM. Y� • _125' .000' 375' MN. t TIN A 0.312'-/T 3000' w 2X5 ANGLE CUP 8083- TBAUJK TaPV1EW f 4 TOPV�W 77 � 3w MW. u4xp TABLE B =00-16 #M-um 11X3.125'XAW 5•�• A MULL ONNLY. Smug .37W MN. E TOPVIEW MIN_ 1.15° MN_ � O.0 0.31r B .338° MIN. L T U-CiP 8063 -T6 ALUM. 926' X 3.188'X 25V t p A MULL ONLY SKEET 12 TOPVLEW RUM i]ione"on (6fieet0) H 1- X2• X.12r (5) 66805 L. 66611188 666243M 6M11M V X2' X.375' (6) 666006 W6114M 6861'11ghl 6=44M 886512M 1- X275' X-375' (7) 66607 666115M' 6661120M 6OW45M 6OW13M 1- X273" X.650' (8) 668 666116M i OM46M GM14M i 65637M f i 666242M 666515M 1.25" X 3.188- X .265' (12) 86641 M OM 117M 6661113M MU41M MM16M 1.25' X 211' X .125- (15) 69370 5.500" 3 i25'- j CUT HERETO .375' .375' _ CFWAM F4XIP. SEE MAIM. MN. tD£TAI. F. SHEEF4 1.15° t A MIN._ Q O.C. 'Y STANDARD CUP 8463 -T6 ALUM. Y� • _125' .000' 375' MN. t TIN A 0.312'-/T 3000' w 2X5 ANGLE CUP 8083- TBAUJK TaPV1EW f 4 TOPV�W 77 � 3w MW. u4xp TABLE B =00-16 #M-um 11X3.125'XAW 5•�• A MULL ONNLY. Smug .37W MN. E TOPVIEW MIN_ 1.15° MN_ � O.0 0.31r B .338° MIN. L T U-CiP 8063 -T6 ALUM. 926' X 3.188'X 25V t p A MULL ONLY SKEET 12 TOPVLEW RUM i]ione"on (6fieet0) PCB 1' Patt # Mullion SUL Clip oftet. U�!ip Angle . CUp 1- X2• X.12r (5) 66805 GM13M 66611188 666243M 6M11M V X2' X.375' (6) 666006 W6114M 6861'11ghl 6=44M 886512M 1- X275' X-375' (7) 66607 666115M' 6661120M 6OW45M 6OW13M 1- X273" X.650' (8) 668 666116M 6MI121M OM46M GM14M 1- X 3.125 X.500" (9) 65637M W61116M 5661114M 666242M 666515M 1.25" X 3.188- X .265' (12) 86641 M OM 117M 6661113M MU41M MM16M 1.25' X 211' X .125- (15) 69370 N(A NIA WA iM6617M C E NOTES• OFFSET CL• IP .125' . 6063 -T6 ALUM. 1) ALL MI I I.IOIN CLIPS MAY BE FACTORY MACHINED AND CONTAIN LXNUSED HOLES. IF NEEDED. TOPVIEW _740' I HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS G1VEN ON THIS MEET_ 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (In) For Murton: A 1.525 r Xr X.125 Akm*n rn Tube MuMm B 2.654 C 0.895 D 0.740 E A50 Min. A 1.125 r X X -VW Alurnhumn Tube Mullion B 2404 C Dim D 0.49D E 0.450 A 1.875 1- X276" X =Akwdmxn Tube Mullion B 3-000 C 0.757 D 1.118 E .4W Mm. A U12 1 9 X271V X -w Atunicugn Tube Mullion B 3.OW C 0.476 D 0.838 E .450 MkL A 2000 1- X 3123' X .6w A1um Tube I" B 25;17 C 0.883 D 1.137 E _450 MM_ A 2625 1.25 - X 3.18r X 263- Alum Tube Mull B 3 282 C 0.882 D 1.762 E _450 Mm. A 1.813 1.25' X211° -.121- Alum Tube Mull PRODUCPREVIS® w em w h ink Ike Fiwi& i� • N0.58745 S%NA1- A. LYNN M ylK , P.E. FL P.E.# 58705 --1 1.000' t-- --1 1000" 1-- 2v 125" /// ML 1 j / / / /// N MULLION MULUON : 1 : 6083-TOALUK 1 - • - • h. f i �� .. i .125" I STANDARD CLIP ; - 06346 ALUM. S.5 per H{ ■ ERE TO .375" 3.1� W — - -►1 _ CREATE F-MP. SEE 1 DUAL F. SHEET 4 IE STANDARD CLP 6083•T8 ALLIA L TOPVIBN 5.500" .375" .375• MIN - IN. `0.312' , 2.250" I 3.00(" L -0 0 0 0 H I NOTES: 1) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METH. OFFSET CLIP 6063 -TB At.LEK TOPVI EW U•CLP 6083 -TO AUJIL USED FOR ALL 1" x 4" Mt�IIONS. SHHEIfS 10E dV 11 QT�W9' --11 —.125" 2000` r TABLE r. 2X5 ANGLE, CnUP 8083 -TO AUJM. X-SECTION .375" MIN. 0 0.312" s - 271" ■A�ApK ..0 (BAY L (� \] O \J 0 3W mvc D.C. (1" X 4" MLX.LS) 2X5 ANGLE CLIP 6053-75 AUJbL TOPVIEw Dimension Vahm (In) O MM. &887 IT T X4' X -1 ' Altut* ml Tube Mulliqn O.C. 11 0.312 2680 F 3.187 o G o H 2430 0 IE STANDARD CLP 6083•T8 ALLIA L TOPVIBN 5.500" .375" .375• MIN - IN. `0.312' , 2.250" I 3.00(" L -0 0 0 0 H I NOTES: 1) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METH. OFFSET CLIP 6063 -TB At.LEK TOPVI EW U•CLP 6083 -TO AUJIL USED FOR ALL 1" x 4" Mt�IIONS. SHHEIfS 10E dV 11 QT�W9' --11 —.125" 2000` r TABLE r. 2X5 ANGLE, CnUP 8083 -TO AUJM. X-SECTION .375" MIN. 0 0.312" s - 271" ■A�ApK ..0 (BAY L (� \] O \J 0 3W mvc D.C. (1" X 4" MLX.LS) 2X5 ANGLE CLIP 6053-75 AUJbL TOPVIEw Dimension Vahm (In) For Mullion.- - F &887 IT T X4' X -1 ' Altut* ml Tube Mulliqn 7 G 1.000 ;' H 2680 F 3.187 1' X 4" X Z75" Ahn lmm Tube MuDron G 0.757 H 2430 F 2.813 Bay Mull F 2.WS Bay Mull Midi Dimension wwet#) PGTpart# lkditn 69364 Sid. dip 666111M Ofet Clip 6MI122M U•Cl 666241M Angle dip 666518M 1" " X C X.125 (10) 1 X4 X.375" (11) 66610 666112M 6861123M i ce( GMIM 39 Degree (16) 66649 IWA WA WA 6665110M 45 (17) 66659 WA WA-- NfA 6665111M RBVL%,D Rt% ift ft od& Ali EIEE11 v LYidN_ 4f, or •.fir' * No. 58705 ��. u a i� %'S PLORP A LYK�I'14tA "LD}, P.E FL P.E.# 58705 I i TABLE E Mull Dimension (sheet #) PGT Part g Mullion Sid. t91p tl -Clip Angle Clip 2a X V X.25' (13) 66802 888161M 66WIM 6MI12M 2' X S' X .25' (14) 65804 MMUM OW12M 6665113M t� MAY 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONS GNEN ON THIS SKEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �Pr i :1 :K CUTHERETO CREATE F W. SEE OEIIAtL F. SHEET4 MAN. STANDARD CX F 8083 -T8 AUAL TOPS 5.500' CUT HERETO 3 -`5w CREATE F -CLIP. M r_ DETAtt r r SH,�4 1 MK MIN. 1.715' MIN. o 1.715' 1 slo 4.CbT MIN. O.C. rX6'X.2r MULLION 6083 -T6 ALUM. rX4•X2V XSECTION MULLION ! 6W3-T6 ALUK I X- SECTKM STANDARD CLIP o 608346 ALLU �Pr i :1 :K CUTHERETO CREATE F W. SEE OEIIAtL F. SHEET4 MAN. STANDARD CX F 8083 -T8 AUAL TOPS 5.500' CUT HERETO 3 -`5w CREATE F -CLIP. M r_ DETAtt r r SH,�4 1 MK U- T 11-CL.IP 2125' X•SECTION .1W re -.375' 438" Q.O.C. U-Cup 6083 -T6 ALIAL USED FOR r X C MUA ill. SHEET 13 TOPVIEW MIN. Q.C. U.cLIP 6063-T6 ALLU USED FOR r X6' MULLION, SHEET 14 TOPVIEW —I f--.125" 2X5 ANGLE CLIP 606346 ALUX X SECTION 5.000' 125' I 3A= MN. O C. .375' MAN. 0 �.31r - o -- 0-- - 3.438' .375 0 0� = MIN. 20 ANGLE CLIP 6003- T6ALLIK TOPVIEW 5.000' 2X5 ANGLE CLIP 6083-T6 ALUM. TOPVIEW k>< `\,.boa,( � „rya ,y��, •,,, • A . Wo. 58705 • �-d • � �A o�l! ti/ 5TA OF ONAL 1, A. LYNN MIf iER. P.E. FL P.E.# 58705 1.715' MIN. o 1 slo jl xr rX6'X.2r MULLION 6083 -T6 ALUM. XSECTION ! 0 0 2.820' STANDARD CLIP 608346 ALLU TOPVIEW U- T 11-CL.IP 2125' X•SECTION .1W re -.375' 438" Q.O.C. U-Cup 6083 -T6 ALIAL USED FOR r X C MUA ill. SHEET 13 TOPVIEW MIN. Q.C. U.cLIP 6063-T6 ALLU USED FOR r X6' MULLION, SHEET 14 TOPVIEW —I f--.125" 2X5 ANGLE CLIP 606346 ALUX X SECTION 5.000' 125' I 3A= MN. O C. .375' MAN. 0 �.31r - o -- 0-- - 3.438' .375 0 0� = MIN. 20 ANGLE CLIP 6003- T6ALLIK TOPVIEW 5.000' 2X5 ANGLE CLIP 6083-T6 ALUM. TOPVIEW k>< `\,.boa,( � „rya ,y��, •,,, • A . Wo. 58705 • �-d • � �A o�l! ti/ 5TA OF ONAL 1, A. LYNN MIf iER. P.E. FL P.E.# 58705 1 �t PC G W ° i G � s C.) ��OUt•• Z I 61, �t�i1w m mzo I 3 'O �Fn Rm I, I+ ,NO Ci C Clio[#, 'a �i s;. V b Fn EXTERIOR EXTERIOR MIN. TYP. I MIN. TYP. pi � o p v. f ch n. dotes 02 -2J -i) revts'lo : S -500 ALUM OUTSWING CASEMENT WOW. LM.I.) AI. FAROOQ OORPORATION r� . sear ENQINBBI28 & PRODUCT DEVELOPMUNT Q �• � �. soo�o: •1�2 a o+.zi.it No ctrwtl& Ti�iB ECO WINDOW SYSTEMS, LLC. �' 2.2316 S.W. S7 AVIS e ot.�t, z uPaarlp ro zoto rec 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 I a. wu�ao 0 ot.t t. umw* aODttlCBlt rev. MEDLEY, FL. 33178 n L (305) 284"s2.00 FAX. (3os) 28"978 �'' SO, L�Ojp ohk. byt TEL (305) 865 -8299 FAX (308) 883 -5902 coMp —ANI, wl l — osl�co ta'1 ..S (31 o dota 02 -23 -11 scale: 1 /2. a 1' dr, OP MAMID ebk. bya ��a 1 0 ,i-j w 0 �•I � 'T! FNN' \ n \ ol to R x u aD ..s sv s r s: n 0 clots A 04.2".111 REV. PER ON OOMMDn 8 01.3 .12 NO CHANN 7HS OHM 0 0111 .131 MANW. ADORM ftV. semi All 11 1 11 11 I � 1 I 1 !i iI ti S S -500 ALUM OUTSMNG CASEMENT WDW. L.M.I. I AL- FAROOQ & PRODUCT DECORPORATION lS VELOPMENT fir. � ECO WINDOW SYSTEMS, L.I.C. NQINLBR C. yes S.W. 87 AVE -• 4 'r" 9114 N.W. 108 STREET MIAMI, FLORIDA 330.74 MEDLEY, FL. 33178 TEL (305) 26a'sloo PAX. (SO$) 262 -6078 c TEL (308) M -$299 FAX (308) 888 -8902 rnua_e►,u %Wl4 -nacre A� ..a ere 0 dotes 02 -23-11 "Gift 10 .o CA ar, br wwt�o ohk. by r , , . w A S S -500 ALUM OUTSMNO CASEMENT WOW. LM.. AL- FAROOQ CORPORATION a ECO WINDOW SYS'T'EMS. L1C. BNQINMM do PRODUOT DEVELOPMENT 1235 S.W. 87 AVE 9114 N.W. 106 STREET MIAMI, FLORIDA 533,74 /�r MEDLEY, FL 33178 t'ra. (sos) 2sa. IM PAX (308) 2x324 �•r TEL (300) 883 -8299 FAX (305) M-5902 C0MP— ANL \W11 -05EC0 -.W -N� r , , . w A S S -500 ALUM OUTSMNO CASEMENT WOW. LM.. AL- FAROOQ CORPORATION a ECO WINDOW SYS'T'EMS. L1C. BNQINMM do PRODUOT DEVELOPMENT 1235 S.W. 87 AVE 9114 N.W. 106 STREET MIAMI, FLORIDA 533,74 /�r MEDLEY, FL 33178 t'ra. (sos) 2sa. IM PAX (308) 2x324 �•r TEL (300) 883 -8299 FAX (305) M-5902 C0MP— ANL \W11 -05EC0 • a m M i i t •;•t a �••, •d t.• •..'a . •�:,� .i rig o, I r 1 , 0 milli, it �1 I II 1 I � I I LV 1.4 AD 1H iii . I II II go 02 -23_j I rev, s ons: S -SW ALUM OUTSMNG CASEMENT WDW. LMJ. AL- F'AROOQ CORPORATION "a Rn ENGINEERS & PRODUCT DEVELOPMENT 1 /2, a I» A 04 7,11 KV M 8140 COMMU 1s ECO WINDOW SYSTEMS, LLO. 1235 S.W. 87 AVE i , p 8 01 1.12 NO CMOs 'nti.4 omw 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 ` I dr. �r• KAMlD Cot I LI wwutr. AMMM MEDLEY, FL. 33178 Tm (sus) 2e"tw FAX. (305) 2e2•fa7e Uai ohk, tier. TFL (305) 888 -5299 FAX (305) WS ssox COMP -ANA, W11 -05EC %Ir i �1-- —J!, 1 � t milli, it �1 I II 1 I � I I LV 1.4 AD 1H iii . I II II go 02 -23_j I rev, s ons: S -SW ALUM OUTSMNG CASEMENT WDW. LMJ. AL- F'AROOQ CORPORATION "a Rn ENGINEERS & PRODUCT DEVELOPMENT 1 /2, a I» A 04 7,11 KV M 8140 COMMU 1s ECO WINDOW SYSTEMS, LLO. 1235 S.W. 87 AVE i , p 8 01 1.12 NO CMOs 'nti.4 omw 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 ` I dr. �r• KAMlD Cot I LI wwutr. AMMM MEDLEY, FL. 33178 Tm (sus) 2e"tw FAX. (305) 2e2•fa7e Uai ohk, tier. TFL (305) 888 -5299 FAX (305) WS ssox COMP -ANA, W11 -05EC Ot FRAME tEAD/S&L/.lAM8 VENT r .519 -� .045 1.047 Q3 GLAZING BEAD (LAM. GLASS) I r.13D '_45 5 L1.172J GLAZM BEAD (WSUL. LAM. GLASS) a 245 .780 .120 -J.720 k� ITEM PART # QUAMUT MMCMMON MATEM" MANP. /3UPPilEB/RPIARKS 1 £501 4 FRAME HDO /SU /JAMS 8983 76 - 2 E502 4 %00 6063 -76 3 FY108 AS RUM G[AZ= BEAD (LAM. GLASS) 6063 Ta 3A E505 AS REM GLAZM BEAD (UWJL LAM. GLASS) 8063 -TS 4 E508 AS READ. SNUBBER - VENT. FULL LEPiGTH 6053 -T8 - 4A E509 AS REM SNUBBER - FRAME. FULL LOMM 5083 -T5 - 5 ON OP� 9fSiEE%t FRAME SD63-15 - 7 #10 X 1 -114" AS RWD FRAME AND VENT ASS A18LY SCREWS - H WH SMS 8 E W3 AS REOD. BLAB WArwicamrrmth DUROMEFER 65 SANIOPRENE ULTRAFAS 9 E203 AS F4M GLAZM BEAD BULB. DUROMETER 65 SANiOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR WNM AT TOP AND 80TTOM STL M TRUTH. UWALLED WITH (2) #10 X 5/8' SOS 11 13086.92 1 MtmTI POW LOCK SYSTEM zmm TRUTH 12 - 6/ V99 KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR 7AMAK/S7L TIWM 14 PSJ40 -SS 2/ CMGR FRAME/VM CORNER KEY sr. STEEL. -- 15 FY120 AS F1. FLUSH FRAME ADVYM 6083 -76 OPTION& 16 - 3 AND SAO SKATE KYLOH M&M PLASTICS 17 110 X 1 -114' 2/ SKATE FH SOS SK/3E SCREWS - - 18 #8 X 314' AS RE00. I FM SMS SlOJBBER SCRIMS - IN PAIRS Y APART. PAIRS SPACED AT 7 -314" I9 - 2/ LffE SET M OMM 31t6' X 31-C X 4' LOM N 7VE AT 6' FROM EACH END. OURMIETER 65 20 FLB -50 - QM SPAR - 118' Hit81 SUOMIE FRANK LOWE SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. —f PARIMETER CA1 UGNG SICAFLEX 15LM ON EXTERIOR ONLY. 2.5W .C2 ' .769 2.611 15 FWSH FRAME ADAPTER 14 CORNER KEY LOCKS: MULTIPOINT LOCK SYSTEM #13096:92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.=004 AT 8 -1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8- SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12 -3/4- O.C. MAX. EACH GLIIDE FASTENED WITH (2) # 10 X 1- P PH SMS STARLESS STEEL KEEPERS 131964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8- P FM SMS 3 SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST /ST HINGES 135:12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8- P PH SELF DRILLING SCREWS .245 .7W x.120 OPERATOR:- - _ _ ^�__� - SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1- P PH SMS OPERATOR TRACK 130175 AT BOTTOM RAIL Uqr amaD >HM PRODUCrREVISED FASTENED WITH (2) #10 X 11- P PH SMS CARL FIX I'T_ 8 #; 70592 � With dw CAX � � i3 -t� ANTI –SAG SKATES: VINYL ANTI -SAG SKATES BY ' M&M PLASTICS' $� :y (2) AT LOCK STILE AT 6 -3/4- FROM TOP /BOTTOM RAILS Whomi %aat' Pmduct rAuka (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE ["-aM. f aMf•�.rI1 .mTe /•f\ A•� � • • /�M � n. �.�� %mv Z N w 4� 0O � f2 o t r~1 Cr awl o 0 1:o Z ILL U C) �n N� m a b O_M Z3 �' 3::i§U* Co U L�, Ch W m a e drawing no. W11 -05 tf Y 10 M .I �V Ing 0 I.: IO z y. re 02-23-„ .. t. �. na .. 1 SOOIOi 1�2" � 1• �t! dr. by: HAMIO 04.x7.1 01 few br. 0 I.: IO z y. re sio s: na dote By I gesonglion A 04.x7.1 1 NO OHANOE THIS SHEET 9 0111. x NO OHANOS TH18 SHM 0 01.11. S AIANUF. ADORES$ W. O� S -500 ALUM OUTSWINO CASEMENT WDW. L.M.I. A4- FAROOQ CORPORATION a ECO WINDOW SYSTEMS, LLC. IfNQINSgRS & PRODUOT DMI.OPMBNT 9 238 S.W. 87 AVE 9114 N.W. 106 STREET MIAMI. FLORIDA 33174 C MEDLEY, FL. 33178 TEL. (300) 264,8100 FAX. (308) 262-6978 TEL (305) 885-5299 FAX (308) 889 -8902 11 r PAUD eui �w� � _neenn t �