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WS-12-33Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168565 Inspection Date: April 19, 2012 Inspector: Bruhn, Norman Owner. , DUSA ACQUISITION LLC Job Address: 455 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: COLONY ACQUISITION CORP Permit Number: WS- 1 -12 -33 I Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)496 -7442 Parcel Number 1132060140140 Phone: (305)496 -7442 Building Department Comments REPLACE WINDOWS AND DOORS Passed c‘/1101_ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until April 19, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 11 11\11. urt Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. i0 M JAN B Master Permit No: 1'2W° Permit Type: BUILDING (ROOFING . OWNER: Name (Fee Simple Titleholder):, t2 ,4 /j /i /r /dal/ /LC/ Phone#: I r— i / 19/11, Address: 7490 gC) /32 /PAU City: 14/ /e✓✓r'-'t-L State: Zip: 33/82 Tenant/ii see Name: Email: 'i%W e7 Phone #: JOB ADDRESS: ` S ,,vE q/ City: Miami Shores Folio/Parcel #: County: Miami Dade zip: 33/3ek Is the Building Historically Designated: Yes CONTRACTOR: Company Name: ) ' Address: '73:9 gI /, %l19 -4.L0/ f`' /4 U City: 4 iL State: c7-- Qualifier Name: State Certification or Registration #: 64-6 e 2-71 0.5— Contact Phone #: C:— %9" - -7Y9Z Email Address: DESIGNER: Architect/Engineer: NO Flood Zone: Phone #: — / t °— 7XZ 333/ ,/ / Phone #: y9C 774'2 Certificate of Competency #: ' hone #: Value of Work for this Permit: $ w • Square/Linear Footage of Work: Type of Work: DAddition O Alteratioonn// New 1 Reppaair/Re lace DDemolition Description of Work: 'CO/ C. /iyt / d/11, % Qot 5 ****** ***** *** * ******** * * ***** *****x *** Fees******** *****+ x******** *+ xm+ x*+x**************** � Submittal Fee $ A Permit Fee $ 36 C'v v Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ mm TOTAL FEE NOW DUE $ Q � .60in CCF $ CO /CC $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is ubject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in n which occurs seven (7) days after the building permit is is .,;, . In the absence of such posted notice, the inspection wi not be approved and a reinspection fee will be charged. >8O�ror- L�-C Signat 4471 A rp. Owner . Agent Contractor The forego�}•ng instrument was acknowledged before me this V �� The forego. g instrument was acknowledged befor day of- J(4m sA , 20 L, by 6.1031. �. SC A e 1 1 , day of c 4a2 , 20 j.),, by � J N u c,y G who is person ly known to me or who has produced who is personall known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTA :Y PUBLIC: sk"ic Sign: Print: My Commission Expires: 201,.:'8e., JOSEPH R. COLLETT] MY COMMISSION 8 DD 988187 EXPIRES: September 4, 2014 d's �O F s0 �OP Bonded Thu Budget Notary Services *ihd: ******ek**H =***sFSB+kHssU****Aa*+B .+ kik*+ k+ k*+ k*ikds& Na***K<< k+ k+ k*+ k****sh*s g**+ N*' k**sk*op****sissksk******iksk*sN****** eta ,iacieiN***8s********** /,20q'J_ NOTA � Y, PUBLIC k 404- Sig ty iw.r sAr Pri My Commission Expires: 5 (Y(/' . • E1111 * t y * MY COMMISSION 8 DD 988187 EXPIRES: September 4, 2014 4)-6.0,0 � Boded ThN Budget Notary Services APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk S i t`,°E OF FLORIDA, couNre OF E ADE 1 HERESY CEERTi b Y Matt ifs is n ,im wpy of the ofice ` day of Ais crigi >tl e AD� rjqh^ 1' rq Girl 't Sr NA' 5Y_ Cools O.0 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 2012R10 1137n21 X21 OR i?k 27975 Ps 0518; (fps) RECORDED 01/26/2012 11:03:09 HARVEY RLIVIhlr CLERK OF COURT MIAMI-DAOE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1.t,�gal description of property and street/address: A./6 / / g I t2i'3r't. f. j , S /Z /hf//�.'.. 1-tve-s fir- i PG / / 76 13/ I/R 2. Description of improvement: of aa , we 3.Owner(s) name and address: Z)05/1 ACgcj r g i' �/ isx t i L - 7 .6 -70 S) / '2 f-� /e-cQ - /Gi /44,14, Ft- 33/e3 Interest in property: O /,J✓llzr l Name and address of fee simple titleholder. ,/,(.)c5 /kg ul r S. 4. Contractor's name, address and phone number. % t/ d4cgts i ✓ti// lm' 6,0 (7%) 5. Surety. (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount bond $ Lender's name and address: 7. Persons within the State of Flori a designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes Name ad Tess and phone number. oX 67l�LLCGLo daJa.. P-(- � 3. k 9 Alf 270P 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. / 2 / Name, address and hone number. EV /AJ .5:e L. 4 t 76 �f5J / 3 P/ 111/4,----L P- r..3/ 3 3d6- -- N f ( -4,1112- 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF • ' INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YO CE OF COMMENCEMENT. Signature(s) of • IF Prepared By Print Name or Owner(s)' A , orized Officer/Director/Partner /Manager t.Z /Da Prepared By Print Name Title /Office Title /Office X t ' 0 ' STATE OF FLORI . A i COUNTY OF MIAMI -DADE D,-34-day (,O�i ! �O The foregoing in ment was gknoweqg d belle me this �of . By cOi• 4 C m / ❑ Individually, or ❑ = (f1 g , _ for D) C v ;4_,;.,.),, cu_. xPersonally known, or ❑ produced t = allowing type of identification: ? / Signature of Notary Public: NIM .101. • Aia Print Name: 4111111►7.fr� : „„�� :_:• r �u L ii► (SEAL) e . c VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES * \(—') * EXPIRES: 4, 8111 Under nalti o ` • gPis. EXPIRES: 4, 2014 pe ;jury, 1 declare that I have read the foregoing and "rq,F �oP.�' EXPI ES: S y sm014 that the fa stat- • in It are true, to the best of my knowledge and belief. Signatu By 123.01 -52 PAGE 3 81 er(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By PERMIT #: I, ii l i\ Miami Shores V Building Department RECEIPT DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 25I62-0Z o Contractor o Owner o Architect Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building ►eepa ent to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: Oar) PERMIT CLERK INITIAL: 01/13/2012 16:32 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 0 01 * ** TX REPORT $$$ TRANSMISSION OK TX /R% NO 2157 RECIPIENT ADDRESS 93054416462 DESTINATION ID ST. TIME 01/13 16:31 TIME USE 00'19 PAGES SENT 1 RESULT OK I G kx.vw 0'I Permit No: 12 -33 Job Name: January 13, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide the wind load design criteria. 2) The design wind Toads must be from a licensed architect or engineer and must be signed and sealed. 3) The designer of record must review and sign all P.A.s. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 r w... 2,\4, _ 4U 1 64659- I3 k t ry (31 Permit No: 12-33 Job Name: January 13, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide the wind load design criteria. 2) The design wind loads must be from a licensed architect or engineer and must be signed and sealed. 3) The designer of record must review and sign all P.A.s. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Pax : 305- 441 — (o4lo2 C!) D C m z H - i c 0 z ? - a 3 c- 0 U, a DJ TN- m m i- c m c � m 0 10 jt JAN e7 Product Approval Schedule / Comparison 6hait° Description of Window or Door or Product Aceeptence mullion Number Opeoiue tD Product Approval Design Pressure (4.) PSF (-) PSF Address: 455 Northeast 91 Street Opening Design Pressure ( +) PSF (-) PSF Rough Opening Size Shutter Required Yes No Permit No, Mullion Required Yes /No Impact Yes /No 1 1 FL Shale Hung Window (Qty: 3) 09-0224.07 75.00 90.00 _ 46.50 62.30 53 1/8° x 50 5/80 No Yes Yes 1 1FL. Mullion 10- 0819.05 68.00 68.00 46.50 62.30 1' x 2 3140 x 49 5/8" No No Yes 2 1FL Horizontal Slider 09-0312.08 70.00 80.00 46.50 62.30 37" x 38 3/8" No No Yes 3 1FL Horizontal Slider 09- 0312.08 70.00 80.00 46.50 62.30 106 3/8" x38 3/8° No No Yes 4 1FL Horizontal Slider 09-0312.08 70.00 80.00 46.50 62.30 ` 74" x 383/8" No No Yes 5 1FL Horizontal Slider 09- 0312.08 70.00 80.00 46.50 62.30 37" x 26" No No Yes 6 1FL Horizontal Slider 09- 0312.08 70.00 80.00 46.50 62.30 74" x 38 3/8" �_ No No Yes 7 1 FL Horizontal Slider 09- 0312.08 70.00 80.00 46.50 62.30 53 1/8" x 38 3/8" No No Yes 8 1FL Single Hung Window (Qty: 2) 09-0224.07 75.00 90.00 46.50 62.30 ' 35 3/8" x 760 No Yes i Yes 8 , 1FL French Door 11- 1013.22 75.00 75.00 46.50 62.30 ` 37" x 84" ,_ No Yes Yes 8 1FL Mullion 10- 0819.05 76.00 76.00 46.50 62.30 1° x 4" x 75" No No Yes 8 1FL Mullion 10- 0819.05 67.00 67.00 46.50 62.30 10 x 4" x 84° No No Yes t 9 , 1 FL Single Hung Window 09-0224.07 75.00 90.00 46.50 62.30 , 36" x 72" No No Yes 10 i 1FL Horizontal Slider 09-0312.08 70.00 80.00 46.50 62.30 37° x 38 3/8" No No Yes 11 1FL Horizontal Slider 09-0312.08 70.00 80.00 46.50 62.30 ) 74" x 50 5/80 No No Yes 12 1FL Horizontal Slider 09-0312.08 70.00 80.00 46.50 62.30 740 x 38 3/8" ` No No Yes r ii 0 6 :c;-2 :0 i z m , D) u) _ co a� 1 1. Client 2. Job Name 3. Job Address AI- Farooq Corporation oFc 11—i2.00 1235 SW 87th Avenue • Miami, FL 33174 t z _ Tel: (305) 264 -8100 • Fax: (305) 262 -6978 Z Fi Site Specific: Wind Loads (Based on data supplied by client) Kevin Spellacy - Triton Window Distributors 455 NE 91 Street 455 NE 91 Street Miami Shores, FL 33138 4. County ; Miami -Dade 5. Building Height : 15' ft. (see sketch below) 6. Basic Wind Speed : 146 mph 7. Wind Standard : ASCE 7 -05, FBC 2007 Ed' 'on 8. Roof Slope : ° Flat & Slo p e: Pitch / 12 9. Exposure : ° Non Coastal _ Coa--stal ° Other (Coastal exposure applies within 1500 ft of ocean line or 50 miles within ocean line for Std. Bldg. Code Chapter 16.) 10. Building : Length ft. Width ft. 11. Attach floor plan with shutter / window, sizes and types. (Note: If maximum load used for all openings floor plan is not required) 12. Building Category : Alex Acosta (305) 716 -4900 Client Representative tSi f l "sit on Bldg. > 60 ft. • Bldg. < 60 ft. AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :TRITON WINDOWS DISTRIBUTORS PROJECT :455 NE 91 STREET WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -05 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C • MEAN ROOF ELEVATION H : 15 FT. TRIBUTARY LOAD AREA A : 10 FT -2 Kh = 0.85 Kd = 0.85 Kzt= 1.0 12 -13 -2011 (TABLE 6 -3, PAGE 79) (TABLE 6 -4, PAGE 80) (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV -2 = 39.43 PSF GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 46.5 PSF - 50.5 PSF (ONE 5 = + 46.5 PSF - 62.3 PSF I Address 455 Northeast 91st Street Address is approximate 455 NE 91 Street Miami Shores, FL 33138 tOONT / BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 Miami, Florida 33175 -2474 T (786) 3I5 -2590 F (786) 315 -2599 www.mlamldade uoy/Imildin&home/asp PGT Industries 1070 Technology Drive, Nokomis, Fi. 34275 org: 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 BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: PGT Series Aluminum Clipped Mullion-L.M.L APPROVAL DOCUMENT: Drawing No. 6262.111, titled "Impact-Resistant Aluminum Mullion ", sheets 1 through 18 of .18, prepared by manufacturer, dated 12/13 /10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) Ratings per tables sheets 5 thru 18 (mullion type, span, opening and clips) 2. See applicable anchors, installation, limitations and mullion attachment to the substrates per sheet 1 thru 4. 3. DP ratings are based on mullion loading types selected and approved Fenestration products contribution. 4. Lower DP of mullions or Fenestration products shall control for the entire system. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words 'Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. APPROVED imundez Spellacy Archi 0 E t E$ 9'$i b -0.. t � .- c d2 SSS g- .8 gicii =24rtbsisl� U 0 E F :1.-.E; NOA No 10- 11819.05 Expiration Date: May 26 ,2016 Approval Date: May 26,2011 Page 1 PQT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6262JR, titled "Impact- Resistant Aluminum Mullion ", sheets 1 through 18 of 18, prepared by manufacturer, dated 12/13/10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Clipped Aluminum Mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL.6443 (samples A -1 thru E- l), dated 02- 28 -11, signed and sealed by Marlin D. Brinson, P. E. (The above test report has an addendum letter dated 05- 05 -11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PGT, dated 08/13/10, 01/04/11 and Last revised on 05- 06 -11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 03/14/11, signed and sealed by Anthony L. Miller, P.E. 2. Statement Letter of lab compliance, as part of above test report. G. OTHER 1. Test proposal # 10- 1070 -R, dated 01/07/11 approved by BNC. E -1 i 41,001-\ 1.1. 1- teiv,A'. Ishaq I. Charda, P.E. Product Control Examiner NOA No 104819.05 Expiration Date: May 26, 2016 Approval Date: May 26, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT:RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRUES; SHEETS24 OPENING FOR VERTICAL MULL SEE DETAILS AA.G•H: --- SHEETS 24 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE LENGTH HORIZONTAL MULL LENGTH /SEE DETAILS SHEETS 24 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: I LENGTH I' SEE DETA2.8 ATHRU G SHEETS 24 OPENING FOR HORIZONTAL SEE DETAIL E SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE MIST BE MANUFACTURED BY PCT. SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. MULTIPLE MUWONS GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRrCAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLS HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULL CLIPS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. THE CENTER-TO-CENTER HOLE DISTANCE IN MULL CLIPS HAVE BEEN SPACED 70 ALLOW FOR THE FULL ANCHOR LOAD. 4) THE MUWONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION. SECTION 1828. MUWONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS AND ARE IN COMPLIANCE FOR USE IN THE HVHZ. MUWONS ARE ONLY TO BE USED WITH POT - APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 5) PROPER SEALING OF ENTIRE ASSEMBLY I8 THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MUWON, SEE EXAMPLES ON THIS SHEET AND SHEET 18. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MUWONS OR FENESTRATION PRODUCTS SHALL APPLY. 1) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED 70 PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL- 8443: 87.00 ULTRAOONIORETEFLEX NOAS; ANSVAF&PA NDS -2008 FOR WOOD CONSTRUCTION; ADM -2005 ALUMINUM DESIGN MANUAL. INSTRUCTIONS: 1) DETERMINE DESIGN PRESSURE REQUIREMENT FOR THE STRUCTURE. 2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION USING THE ENCLOSED TABLES. THIS DESIGN PRESSURE MUST MEET OR EXCEED THE VALUE FROM STEP 1. IF DIFFERENT MULLION TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WILL NEED TO BE EVALUATED. FOR MULTIPLE MULLIONS, THE LOWEST DESIGN PRESSURE SHALL APPLY TO ALL MUWONS. 3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN ACCORDANCE WITH THIS SHEETSET. 4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. BEE EXAM'LL 0 rJ 4 w 18. F e o c c� b ro� muet, E 7' GENERAL NOTES..... - -.1 INSTRUCTIONS...... 1 ELEVATtONB «:............................1 MULLTO2X WOOD... .................. 2 MULL TO 1X& MASONRY............ 2 INSTALLATION NL1TE8......- ...... 2 ALTERNATATE cUP8..........._.......4 MY MULL BISTALLATION...........4 1X2 X.128 MULL SPECS »_....8 1 X 2X.375 MULL SPECS-8 1 X 275 X .378 MULL SPECS-.7 1 X 2.75X .ES MULL 8P80 .........8 1 X 3.125 X .800 MULL SPECS.......8 128 X 3.188 X .288 MULL SPECS. -10 1 X 4 X .128 MULL SPECS...... ..... - -11 1 X 4 X .375 MILL SPECS.. ...12 2 X 4X25 MULL SPECS---.. 13 2 X 0X25 MULL SPECK........ -._ 14 128X 2.11 X.128 MULL SPECS.... 15 30° X 3.28 BAY MULL SPECS-. 10 4W X 328 BAY MIA. SPECBr 17 1 11 1 6 L 1 ,-4 Apprawd as camPtyk2 with Wig ado Date 44E:14 Mud Dade Phoduct 4171s .1.41.Lrt- . 140.0008 1 A. eirmogwV.E. FL P.E.# 58705 N a m.9 ¢ c a m :c . '•: m 3u y o ha E ° 'a v m 4S ma o f � n w u r Q F w E a rili l: DETAIL A: MULUMI TO VC WOOD BUCK OR WOOD FRAMING DETAIL B: MUWON ATTACHED TO 1X WOOD BUCK AND MASONRY TYP. ANCHOR PER SUBSTRATE. BEET/ELEC. SHEETS SEE WI SIT FOR HOLE LOCATIONS 3- 4. 2.7tts) CONCRE113014038 FRONT VEiN EDGE DISTANCE FOR WOOD 30433448 ZierVAXFOR ALL MUUJONS TYP. ANIMA AEA SUBSTELATE, 7- % TABLEEbeislaND MTS SEE IN DISTANCE SEE TABLE S. SHEET a mos ziks400144843484CPAJ SIDE VW INSTALLATION* NME: 1) FOR MASO3MY APPLICATIONM IN ININE.DADE COUNTY, U13E ONLY MINA-DADE COUNTY APPROVED ELCO ULTRACON ANCHOR OR M.00 V4° CRETE-PLEX MASONRY ANCHORS PER WOE G. MEET 3. E)FOR WOOD OR METAL APPLICATIONS USE ANCHO114 PER TABLE IL SHEET 3. 3) N4CHOR EMBEIMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESS/NOON snicx:o. 4) QUANTITY OP ANCHORS At4D MULUON SIZE SHOWN ABOVE APE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO AINOCHOR DISTANCE, THE CORRECT QUAIMITY AND LOCATION ort ANCHORS KW BE FOLLMVED, REFER TO me TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 6) ANCHCM HEN3 TYPE MAY BE PAMEAD, HEXI4EAD OR FLATHEAD. THE ANCHOR HOLES IN THE STANDARD AND OFFSET MULL CUP MAY BE COUNTERSUNK. • • . IN44710111 •••••.,•' •'•••• EDGE CONCRETE OR MU • • I. • I °STANCE. SEE TABLE B. ED= DISTANCE FORINSONAT ANCHORS TYP. ANCHOR SUBSIREIE. GEE TABLE B. SHEET a TABLE A. FARTS MIN VIONCONCRETE ORCNU atgbpjgW InIceNIP AND ATTACHMENT asy OTHERS. SEE NOTE I. SKEET 1. 6181134awraten POT Pat$ Matilen Standatd Met Clip 31.443u88e1 1 X2 X.426 66805 68411M4 666111181 83624334 1 X2 X.3/5 MOMS 63811431 6433111846 86608615 I X2.7634.376 66SOT 66611638 668112031 03624513 1 X2.76 X.65 66603 6661183 666112113 66624814 1 X3.126 X.600 MOM 03611812 666111431 MOOS 125 X3.1811 X.2613 6664114 683114731 668111244 1X4X.125 69364 66314434 666112218 66624116 13143(.378 66310 861188 66811238 868288 2X4X.26 66602 611628131 WOW 2X6X25 66604 66626234 NIA swat 1.26 Xali X.123 68370 66632331 MA MA 30 &Igoe 6868 46632411 NIA NIA 45 Own 0360 666328/4 NIA WA SHEET3 SIDE VEW MULLION -.4 .127 MDL DETAIL. E MULUON TO MULLION INTERSECTION Magg 1) MY SE INSTALLED Kg "rer OR "CROSS" INTERSECTIONS. 40:p : MAY BE INSTALLED HORIZONTALLY (SHOWN) OR 0 VERTICALLY. 3) SEE RITERSEORON CUP DRAWINGS, SHEETS S.14 FOR CORRESPONDING SWUM AND ANOIOR CLIANTMES. TYP.ANCHOR ..--PER SUBSTRATE, 0 WEEMS B, THEISHEET. N"" EXTERIOR .., TYP.ANCIENI PERNA:BORATE SEE TAME e, TM BMW VARIES EDGE COMM MASONRY ANENCRS TOP VIEW TYP. ANCHOR SUBSTRATE, SEE TABLE a THISEDIEET hW4. MIN Z7 KM CONCRETE OR MU FRONT VIEW TABLE El, ANCHORS • EDGE SEE TABLE 13, 2.7 kW CONCRETE ON CAW TIES SKEET FRONT VIEW SIDE VIEW A Substrate Concrete (Inks. 2.7 kel) Mahar I/4" Boa UltreCon Minisnurn Embedment 1-316° Mtn. Mee Ofehnum 2-1/2" Coronets Olin. 3.35 kel) 1/4" Elan Crete-Flex 884 1-314' 2-1/2° Unroofed CMU (ASTM C-90) VC Moo 1111mCort 1-114" 2-1/2" 1/4" tato Creteftex 884 1-1/4° 2-1/2" B Concrete (min. 2.7 kW) Concrete (min. 3.35 kW) 114" Else 1.3baCon 1-3/8° 1" 1/4" END Crete-Flso 8S4 1-314" 1" Ungrouted CMU (ASTM C-90) 1/4 Elea litraCon 1-1/4" 1" 1/4" Moo Cnate-FIex 884 1-114" 1-3/4° P.T. Southern Pine Aluminum, 811113-15 Stele Stud, Gr. 33 812 Sheet Metal Screw (G5) 1-3/T 3/4° 114" Etco UldeCon 1" 1/4" Deo Cmte-Ftex 884 1-314" 1" #12 Sheet Metal Screw (GS) 0.125* A.38 Steed 412 Sheet Mead Strew (GS) *12 Sheet Metal Sclera (GS) 1350 0-0481 lap motel 1/2" 112" DETAIL 11 MULUON KITACHED TO STEEL STUD NOTES: 1) FOR 2X WOOD-BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY 88 USED. 2) SEE CORRESPONDING MULUON TABLES, stays Sit FOR QUANTITY OF SCREWS. SEE SHEETS 547 FOR HOLE LOCATIONS fdt Valaptlin with ate. eilte NIGAii 1151711 fr,T= ONO Bak Pemba „ . 68705 FRONT VIEW EOR FOR STEEL STUDS THINNER TIVIN IMMO COMPLIANT WM THEM BUILDING AEA WOOD SAGIOfft MUST USED. ATTACIAVENT BY OTHER& USE WOOD ARCM:MERSIN:I EDER! DISTANCE SEE TABLE 0, . SIDE VIEW Ck t%%%s A. FL PI:460706 DETAIL F: FIELD-MODIFIED MULLION CLIP DETAIL G: ANGLE MULLION CUP DETAIL BAY MULLION INSTALLATION SEE DETAILS AO, SHEETS 2AND 8 FOR DEMALLATION TO SPECIROSUBSIRATES 80' 0R45' BAY MULL MEM 1 I 0 TOP VIEW SEE SHEETS 1347FOR KOLE LOCATIONS TOP VIEW SEE SHEDS 647 FOR NCO.E LOCATION TYP.ANCNOR /—Ptauasiace, SEITABIA13, MEET 1TP. soma /—PSI:TABLE S. Stern SUBSTRATE, EXTERIOR x Awns cup. a PER INALION END, MUST 011 INSTALUNI WADE OF SAY MAL rxrx.ir ANGIE OA 2 PER MULLION END. MIMI SE DISTALLED atismeoF MULL EDGE =TAMS r SEE TABLE S. --L.-SHEETS rifth gal 1 111111 ' Otilliligi if I DISTANCE ■ .375 EDGE SEE BEM 1.05' DISTANCE TABLE% I SEE TABLE% SHEETS SHEETS NOTES FOR INSTALLATION OPTIONS F AND 0: 1) DETAILS F1, 01 AND G2 IF AU. ANCHOR LMITATIONS FROM THIS SHEETSET ARE MET. THEN THE FULL DP OF THAT MULLION MAY BE USED, PROVOS) THAT THE OVERALL SYSTEM DESIGN PRESSURE REQUIREMENTS ARE MET. 2) DETAIL F2: IF ALL ANIzioR UMITATIONS FROM THIS SHEETSET ARE MET, THEN HALF OF 1151 0551611 PRESSURE OF THAT MULLION MAY BE USED. 3) DETAILS F1, P2, 01, AND G2 ARE NOT APPLICABLE TO THE 2X4, 2)15 OR BAY MULLION. 4) SEE SHEETS 8-12 FOR CORRESPONDING MULUON AND ANCHOR QUANTITIES. NOES TOSE DIELLEt SEESNEST5141 FURROW MATIONS. soaitmerozcs SEET.EU miens ORO OONOSETROPAIJ ma.erroSEDRUED IN-FELD, SEE &MEETS 617 FOR HOLE 1.0eATIONS. EWE DISTANCE WS TABLE Et, MST 3 -r HOLES TO SE DRILLED IN-RELD. SEE SHEETS 8-17 FOR NOLE LOCATIONS. MASONRY ANCHOR ANCHOR NOTES FOR INSTALLATION OPTION H: 1) USE 2 ANGLE CUPS PER MULLION END. CUP MUST BE INSERTED INSIDE OF MUUXIN. 2) SSE CORRESPONDING MULLION TABLES, SHEETS 18 & 17, FOR QUANTITY Of SCREWS. TABLE 1A 2.002' 800348 ALUM. *SECTION NTER8ECI10N U CNANNEl48.E+ 808948AUX*. TOPLIEIN STANDARD OUP 7OPVO:W 1x2 :.126 Arysm. TUOa BTUit) Reahngalarl mWan 0221118P Opening WarBONa►Mmisontl) —r'i r ;.r m Imicommiumi 10018 : manaim ENOODOOMMOODOOMOOMOIng 0 o©0000000000©oo©noo©oo ©nn ©o 00117QE300 000000 0120mMQQL70 27 27 E1 OL]Q 80 Q QQL7©U©QE7 . QQCiL7QQL7L7QQQm Q QQ QQQQQL3DQQ 29 E7Q©QOQOmt7 18 0 000000 ao 211 0000 . L7QQ©QCr1Q s Q Q ©Q 27 27 2 m 22 Qi7QQ©©QQCIU . Q0® ®m QQ° C70L8 m1QQMQQQ W 111 0.M amp 441n 840 69 20 880 720 10 T80 780 TABLE 1B STANDARD CU 808948 ALUM 2.' > .128° V 1 :20.126 Alan. Taps 8Sa81ae NOTE: THE ROW HEADING °VS OF ANCHORS* ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. Tde gs8mlTnpsmI8111.aeens Outgo Promo 5b4531) Opening{Ym8w1 ar/1a 111WEIMI GO in 11111111:73111111 11111111:1:11111111•111EIMINIEGM11 1401n _000000000000000000000000000 �'- ^ of © © o ionmmu © ©oonmminu ©©ra ©on© ©o omom m m i 0 Q Q m o m awn 120 108 lie 104 104 iW 104 104 224 104 104 104 QL QMQ 28 Q 87 p 69 a s IDLai7L7L7QL7GLL7QOQQQia 000 42000QQ5"2Q620 C] .�D04 4 Q4 °D0 p 2 so 00 QQC30QQmL 8 QLirt irwI ICi ° QQQ QQE7QQ a Q © ©LIL�1 © © ©© 131301:1111:10 201:111131:1131311311313013110113 29 � 29 � � 20 E®© 'R Q m © ©© 48 fa 5060 bs r» in atm &1m 480 nln 700 780 87 02 0 0 0 0 2 QQ tt Q 20 20 0 27 27 27 8 Q Q Q 0 0 0 Q Q 26 26 Q 24 24 24 28 29 28 2a n © ©Q 1f 0© CI go EMICIE11313113 000000 A,. ,I. 26 v TABLE NOTES: 1) WEAR INTERPOLATION BETWEEN SIZES AWNS DEAL PRESSURES IS ALLOWABLE, 2) SCREW PATTERN MIMES TO BOTH THE STANDARD AND OFFSET Cup. 3) ALL MULLION CLIPS MAY SE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRLLED IN THE FIELD FOL.OWING DItONS GNENON THIS SHEET. 4) THE STANDARDAND OFFSET CLIP MAY BE COUNTERSUE( THE INTERSECTION U-cup MAY NOT BE comITERsutsc. 6) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 1B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR IAMBIC) TABLES, (TABLE 1A). ALLOWABLE SCREW PATTERNS INTO CONCRETEICt4RJ GRUM INTO WOOD/STE:E.IA — 61111iL e ;, Con A1INHII111i 4 et STMmARDCUP 606348 AURA TOPMEW MULLION 0062 N CTm1 t`1 —1 - - -�- I I 126• str EXTERIOR KV..878" IMMO'WIP 888346 AMU TOPVIEW Ur:38MM OP 8:83-18 ALUM. xsecTION USED IN MULL 6vr oT- IOWONLY TABLE 20 TABLE 2A 192x340 Mta.Tato Males naa0aagowtaaaa9 Dago Paean (maw O (Vogues iaampq IN•231•1 =LIME �� ''• ��1':� 1200 .., 00000 000000000000000000 x==minmunnuminnumminannunnoonnunn ___ 97 m 129 ©199 a DE7QUDMi UD 4 I10 4 UUD00 a0 E] 013062UEIDE[]E so 53 a7 a0OL7wDwDDDD E:70=1000000 mOD0Ot]0©0D n COME ID OI7c Er7 7A 000 a9 DD 42 D ., DDDE] E7 UDUDDDD D° DUDODi BETE a n v D 26 D DDU ©D 00DQ aT a7 DD 22 27 27 as ppp©E]© 18 pp 13 W31 0 40 D m. 0 m U n DE DDE7E7E; O n DDEI WINDME DOME I I0 E ®101,312 Maimmen3 =D0D00M E T DDD a0 m m 17 ©0000 1891 811a 800 631a 27 24 63 88 63 13 18 NOTE: T E ROW HEADING 'YS OF ANCHORS° ON THE TAMES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 19a9.a8 Mae.Tata anon fttamadatflammattha Ladan Culp Prams 0osaMa(weaaal °magmata MIMMIMMIWIMEIMI 8012 Dam 16012 ifn m mooloompligoommommillifil 1Dora©mammu a © ©oo ©ummins un©©nniun E#z3MO 3 pp 170 170 EaMDE 18 X M 109 7iCif3diMiQOEi7MDM D 3m 116 p 112 t03 E�3E 0 1W as 0 103 100 p w0 E a CIC30CEE]E70 a E E7 M ,67 0 160 14 160 w DL70000013 E7 a D e6 60 eo D w D 80824M CT WI N 77 7 G 7 D E7 © © 6 D D © © 2 © © 3 a E3 © n e D7010© 8© ©ii„aD ©E20C3D © ©m © ©a© 06 0 ® © ©0© 9 a0E1® 4 4a m a© y ©© ©77 m ©77 2D X00 0D o © a©000a ©M7 20 a©S m 02000 0000 13D22D78DE7E E DE'as 2a a0200a000000 OMOv 27 a1 0000010 = a0p16E7(17QD's t800E3 000000==m0mOspannyOUM D 19 00 18 D "w L tw :, 23 42 6691 ?2 m 7812 7891 23 TABLE NOTES: 1) LINEAR INTERPOI.ATION BET1AEEN SIZES AND/OR DAN PRESSURES IS ALLOWABLE. BOTH THE t3TANDARD AND OFFSET CUP. 2) SCREW PATTERN APPLIES 3) ALL MULLION CUPS FAC7o*Y MACHINED UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLONING OJMBNSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE fit. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2.4 FOR GE AL ANCHOR DESCRIPTIONS AND BISTALLAT4ON METHODS. S) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE LOADING TAMES (TABLE 2B). FOR FENESTRATION PRODUCTS WHO NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TAMES, (TAME 2A). ALLOWABLE SCREW PATTERNS INTO COwcRETEICMUu R TO WOIX7STEEIJAL. 1711 EEli ,czrrj�xr -. FL P.E# 86705 1° X 2.760°. X .378" TUBE MULLION AND CL!P SIULLION 608348 XSECROIn 3161.276' STANDARD CUP 8983-T6 TCPVIEW TABLE 3A PITERBECTION L14111ANNEL CUP 8008.10MEL tgj1 64111r4268. I u_ INTIPOIATEmLacrotirP 1.12ir Y 1 `-( 1 1,s EXTERIOR TAME NOTES: 80634IAUJM. IONS ONLY OZIP w MEP TABLE 3B 1112.78 .575 A6mL Tube MOW •rohmod6rLo Onto R owe I O(Wadaelor 6Dm SOW 1111C..M -:;11 18 ?; i' .• .©ouo®00000000ano © ©o© ©o ,� o MOMIL UOMUMUo e 4 o0 OMMOOMm000 88 ©o1288DffiDD UDU®27D 0o � 00 m Oo® ©0 ooa©0 0 # ®©aoo0 �MMOOm m eDL2 07000..oMMUUMv0000 0012.0 a D®oac3OM w 0000D 4 0M0000 ©o 131:1 MOMUMMOMOOMMOUv00000E1 p6 001210 0 00 a70a7paaMwEiw E7MM O 000000000000 DOO 2, 0 0 n 0000©© 000000[]00 EaDE1E10DEIE7DD€7DM000 000 w DDDEJD 12 22 22 D0000D 00000000000 D El 8tA 4396 M• in 6691 726n 7s>n 8a� 1.6a Vain 1116, 12 29 02 20 3z a 16 18 NOTE: THE ROW L E A D I N G 'BOF ANCHORS" O N THE TABLES REFERS TOTHE S T A N D A R D A N D MY. TrinsnwlanTiapooddal + 182761.8/6 Nora Tab. onl0nPrawn OpnbigNaealarifmkanOE IMMIMIMMMWMIMI woo MILOMIMEIMI oog000©OOMONONNOONoo©00000 ©oa© o n o o n EM M U o © © ( jnn n170 U ® n mTDQ DY 0 pp78 1p6 rmQDm m p D.0© p Gm 0000.0m.0000..00.00.00..0 m=000.0.000000..000000,0.00,0 E1 Va Ism 0000©00.00000.0©000 76 000 0118007 LIDO a 0000000 80 DDODU0©D00 m=0.0000000000.00..0000000000 00 00. 00000000 00 47 000000000 m=000,0,.00000000000000000000 000000000.0.000000000.0000 00.. . 000 27 0 , 000.0 000000000 i' 00000©DD 16 D 16 D Eza 23 23 19 110©©©1 mm ai4, N. : f.' _ z -' fiaes En 112 107 143 8369 elOn TS 00In 112 Ns In a 1) LINEAR IMMIPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) SCREW PATTERN A VMSTORO1H THE STANDARD AND OFFSET CUP. 3) ALL MU WON cups MAY SE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK THE INTERSECTI04/ DAMS, MAY NOT BE COUNT6 lMt S) SEE MEETS 2-4 FOR GENERA. ANCHOR DESCRIPTIONS ME) I STALLATIO4 METH. 6) FOR FBMISTRATION PRODuCis WHERE AU. FOUR SCES ARE ANCHORED TO THE SUBSTRATE, USETHE TFCANGULARITRAPEZOIDAL LOADING TABLES (TABLE 3E3 FOR FENESTRATION PRODUCTS IMIERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANC31LAR LOADING TABLES, (TABLE 3A). Q USED INSAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO coNcRomiti INTO WOODDSTEEJAt. • O o ' • • i1j • • 1° X 2.750° X .@50° TUBE MULLION NO CLIP TABLE 4A RITERMECTION U.COONNM.CLO 600346AW61. TCPVEW 9s 8264 AM Mom Ube eggem Realsogursr Imam opappeneeoebeal Moan MOON alissIzootee tATIIIIMITICE.111111111111111ragall 621O 106[0 exa.L i. i1®1:1© ©rlNM®MII©©Q ©0EN©�!©M© ©IMMIM©M M o MODm0E 0DD0®DQ0 40 © 0 0 000EJQDU U 1 U ® 22 O D O 62 0000 0 0UUaDa m m c2 m M=00=00MOO®© 00450040006e00 600 100 6D 6in 00 120 000000 60000009 0000 G us ESQ u0 ®©o o •2 M000000 0 0 000000 Qa w6QDtla00a 61 m©DMm w m 1mD27DDDUC1D ", 000000 ®o'" 000000 ©000000 22 ©i flo D60000nOm24aes000 0000270022a0000170 1000130m000=0:22000 MULLION 0010:28 ALUM. %-SECTION TABLE NOTES: ¢ 1) UNEAR OVVANTE $1 TERPOLATION BETWEEN S AND/CR DESIGN PRESSURES 2) SCREW PATTERNAPPL{ES TO BOTH THE STAB AND OFFSET CUP 3) ALL MULLION CUPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. W NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSINVX. THE INTERSECTION U•QJP MAY NOT BE COUNTERSUAX. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND 24SiAL1ATION METHODS. S) FOR F TRATtOI PRODUCTS WHEI2E ALL FOUR SIDES ME ANCHORED TO THE SUBSTRATE, USE THE TRIANGUARITRAPEUNDAL LOADING TABLES (TABLE 4l� TRATIO►1 PROD%JOTS WHERE NOT ALL SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. TABLE 4B 4201 ANN 916 end. ma 108 43 MMDU00000 * 0 mDOD4000000 00*0 0m00000 D 0 ODDU 22 ffi D s m w 000E3DG! L1DD iOD®QDDDDU 00C30 000000 0 00000 013%0 1DDDUDD 62 7613 9613 42 a m 25 10801 tit N 9 17 22 9 11 22 27 NOTE: THE ROW HEADIM3 V OFANt2 ON THETABLEB REFERS TOTHE STANDARD AND OFFSET CUP ONLY. 17[216:.620 A6tl0.goo woos kris 8.817016 tbmilMIMINPageON Lorne Poems Orlon MIIMMIM =COM MUM" MUM= MICIONIE Im o IIIMIEDIM =DO= MICE= - .- EIMM ©DIMMIE IO©R©o©©oo ©0000 DD 113 MOOM X�0!01,�0/0 0* MOOMMOMOMM0^000 1 110 u6 D tbi DM0Diiii 1s R�7�u1i�:7Dim 00 tm +sD 1� 0ONii2000 0107o00o ooumomooIes im mOth ea0121 2000200 M 160 0110 988 Q 176 1122 20 000 162 m 000 70 00 1p.0'0 m 0 106 70 0 111 113 E .flaOls000 0,0in 0 ©E 000 w MDOmDOO ©L ©18 oy 0 128 00 112 00+0 000DO0 00000 mDD /o D m m ©(0 0QC DD 61 DaEUQ 4 DQD 76 ©0u 01070w00a00000000 •tp67 et7DD0DEIQ KM00001300m00EI0042062 a7Dm00056 4OD0 EI7i DQQOD©L]E30QDD0DODD m a D as [00 13 0 E� ©ElDE� D 4110 MOAN 661, 7213 1?8 W8 mm 00000000000000000000 MC�DEi00 0000L D[]ODDDDQD 1] Q 00E10 00 0 © MU 0 00E . 10 0 a as s2 56 10801 11161 11061 m 22 61 ffi at a a 14 10 t6 22 12 is to to !6 18 O USW IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETE1CMU INTO WOOINSTEEUAL • • o• '• l •' A. LY M4 2h P.E. FLREA68108 1° X 3.126 X Mr VIBE MULLION AND CLIP 5554..876' STANDARD P 001348 ALUM. T 1- 1.607+( INTERSECTION 11011ANNEL CLIP COMO ALUM TOPVE4b MULLION 60011:18 ALUM 2 4LE'CT1014 8704. $78° OFFSET CUP 605245AUU5& n»r uorlauwa i TABLE NOTE 1) LANEAR INTTERPOLAT9ON BETA SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) SCREW PATTERN APPLE TO BOTH THE STANDARD AND OFFSET CUP. 3) FOIL/NM DIMENSIONS GIVEN ON THIS ALL MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD 4) AND MAY COUNTERSUNK. THE INTENTION U-CUP MAY NOT BE C OUNTE IMC 5) ESE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIOIEI AND INSTALLATION METHODS. S) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE LOADING T A B L E S ( T A B L E S B ) . F O R F E N E S T R A T I O N P R O D U C T S W H E R E N O T ALL FOUR S E E S ARE ANCHORED AND F O R L HINGED DOORS. USE TiE RECTANGULAR LOADING TABLES. (TABLE SA). TABLE $B TABLE SA 1113.13'4 .moo` Alas Tabs WS P,I% 1140015180192680 001113324 24g / 4723:130190 • o 1 o • 6005 6005 7013 ? 148 � - 148 1 13005 Ea 0 EMU 0 A Ell 0 Ell 0 o A EMI B C o A Ell B Ell C o A Ell 8 Q>oEl 0 11111 C Ell ICI A © a B C ©1uoEl Q 80 B 8( 86 C 0000 0 4 46 5 so C 48 5 is I a1 QQ 17 ate 100 0 t06 0 e 0 a w 0 78 Q 78 74 Q ?1 451 120 88 130 108 71 117 35 61 toe 81 53 N 72 47 80 C 42 82 12 as 08 Q 80 55 40 27 81 80.8'51 121 Q 13 102 Q 120 88 80 171 77 fa 188 80 48 83 81 40 to 00 34 72 44 20 Q 59 Q 64 841 115 73 131 00 Q 123 82 04 Its 72 4a 107 81 42 as 67 as 88 a 34 79 41 a m 134 24 M 802 183 0* tas 80 0 128 74 49 110 Oa 4e 65 87 35 *5 Q 84 71' a 28 ar a 2A as Q 21 a 131 Q 85 035 82 84 123 70 45 105 82 40 82 55 3 82 48 32 74 41 27 61 3 23 53 Q 20 43 881 84 82 183 78 51 m at 44 at so as 85 as Q 74 42 31 Q 3 20 3 Q 22 a a to 41 721 as R ® 72 47 51 40 40 7I 64 0 85 a 31 Q 48 211 m 88 24 a at MD 181 a is at 7814 82 023 76 w a 7s as 38 w m 56 Q 45 so a a a 00 104 22 as 28 to 31 20 17 a 781 a 82 60 3 44 72 87 a 51 00 33 R 44 26 a a 25 41 a 3 23 25 18 25 25 45 20 851 a a a 42 55 a 0 a 25 a a 4o s3 as a a a a 29 3 a 25 22 5o a 20 24 so a 222 23 21 27 22 n VI to 1S a to 18 to Is >s 41 98 . I8 18 1081 CI 84 a 28 sa '28 24 24 24 21 21 21 0 1a 15 to to to 51 004 68 62 85 111 1 ma 5 Q 3 25 82 3 3 3 091 3 as op 22 t5 22 Q QQ 11 to Q 1Q. A IT f7 a 81 a REFERS TO TTE STAND AND OFFSET OUP ONLY. se . mgr. Tube Sge 77t0. D0130 17518513184/753/8951541 5082299 I 245313 Vasa (2511,) 4 sematentat411u14a • o 1 o • 6005 6005 7013 554 001 Mb 74005 14005 1801 Atcim4p6 805911050140 /343702211 B 0 A B C A 5 Gil B C 3 5 4 4 2 6 4 5 0 A B 17 A 5 C #16W2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 2 4 2 2 4 3 I722 1 451 170 135 130 170 128 175 170 119 170 170 118 170 170 119 170 in 15 170 170 13 170 170 113 170 -970 10 110 305 970 115 170 112 103 170 146 65 170 13 07 170 139 86 175 135 M 170 13 00 170 133 83 170 133 19 170 8A831 143 107 170 148 *9 170 134 00 170 fa 83 170 123 61 170 121 3 170 121 60 173 121 00 170 111 00 170 8401 108 00 170 938 a 170 121 00 170 114 75 170 110 72 183 107 70 100 108 74 150 100 70 150 112 70 169 002 1181 C 170 110 78 170 104 Si 150 07 84 1a 3 60 /57 CO 50 181 m 57 128 55 Q1 03 23 67 � 205 123 m - 170 100 71 181 W 64 10 00 59 155 88 3 137 V . 132 78 W 117 78 81 117 78 51 407 084 118 75 170• 101 a 181 91 80 104 04 50 121 76 62 113 to 50 180 72 47 100 71 47 M 71 a 15 104 « 180 01 00 110 01 53 507 75 a 31 70 :: 64 00 a 72 02 40 72 40 30 70 a 05 70 7005 08 64 114 68 00 63 73 SI 80 00 a ,7 84 42 70 91 a 83 CO a 56 84 30 a 04 38 50 731 85 02 105 62 54 86 73 a 70 Q 44 70 es 41 64 52 33 80 50 85 64 m 34 51 51 34 51 004 68 62 85 a 45 07 50- a 80 a 3 a 40 34 40 a 81 a 38 28 33 20 80 20 25 3 631 68 a 35 47 42 47 41 a 41 SS 34 30 53 at 35 a 28 8o a , 3 Zr 35 24 2i 25 as 23 1051 1111 05 58 50 50 06 3 3 35 33 43 03 48 3 on 28 93 3 ,x 20 .. 25 .. 3 ... _ 30 ... 35 .. 23 -- 21 -- 21 -- 21 - 18 18 18 10 3 18 15 t0 13 1204 25 m 20 24 34 24 21 21 21 a 18 181 98 i 18 1 15 1 10 1 fa 115 a a 15 15 15 ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD/STEEL/AL • o 1 o • MI • • 1 7 ca ,.. '. -4. �1a� tai' ►1: 1i. A. L1 PMILIA P.E. FL PEE 52105 i- -Tc t41 gE 1.25" X 3.188° X.285° TUBE MLJWON AND CUP TABLE 8A ham- ate'- -f 160. WALTON 808328 /WAIL > E83/..3722 INTERSECTION- 114:114ANNEL CUP TOPIAssit .V8° 0I1051 X- BA04' STANDARDCUP 8069 T9ALLM. RIPSAW IL 2KMIBLl T. TONS ONLY STANDARD CUP 2.608 838848A11122 X4&,10015 EXTERIOR 123' .123" 13121..vr-r- OFFSEITOUP 808340 MAUL TOPS/JEW TABLE (1B 1.28x 3.13S'x . Alum Tabs !dun Rectetalar Landing O Pressure Op977me IVO78exl rttm[:�p I'j�M ii' _ 0In 80fi 1' r +- '- SO In . oQo© ©000 ENUEME o ©oo ©o© ©o �� ,� a m D� o 0 00CUM m 000LI0©m e 0000©®10 0 m 0000 4 : 43 " 1230120 .1 000 ©�00�0 a ,m 00® ©010 000000000000000 ©010 042 00 000 ©027 0 '� O m 00000 +m 000 87 0000 ®0 4 0000000 000m0l 01:104000n *0±�00Ao0= mono �i 00000M000000000 10000000 ?2 0000 ILMO w ®000000000000 a 000000 20 0 2r U© 781n 00000000000000 ° 600 a 00 22 000©EIO 3' ! ©0©©OUQ 60 Q n 000000 22 00 0000 d8 48 40 00 0 r 22 0 22 (10 18 042 0 0 0 0 n U Si M D 0 M 00 a M O M O M Q O M 0000 28 0DO0®00MUM * Q 18 00 .000 n ^^II 60 W UMQ©©000 000000 18 00000 481n 8115 we, 8367 7815 8015 14,15 GD15 15 .aa"xara -x ►'man I 288'A6xe TON NW Analsw ads A see 881e .7412' 1.782. 917 EXTERIOR TABLE NOTES: '�� -� 1) S INTERPOLATION BETWEEN ES AND/OR DESIGN PRESSURES 2) SWIM PATTERN APPLIES TO BOTH Tme STANDARD PAD OFFSET CLIP. 28 23 *AU. MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF QED, HOLES MAYBE DRILLED IN THE FIELD FOLLOyf NG DIMENSIONS GIVEN ON THIS /MEET. 4171E STANDARD AND OFFSET CLIP MAYBE CHUNK, THE INTERSECTION U-t2.iP MAY NOT BE COUNTERSUNK. 5 SEE SHEESS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. S) TRIANGULAFVTRAPEZOIDAL LOADING FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE APB TO THE SUBSTRATE, USE THE ARE ANCHORED AND FOR ALL T l� T BB). 6 RECTANGULAR LOADING � S ALL FLAIR SIDES 6010 6015 7015 >7won PtanuaA '1 �n1R8 WWBeNatoo 12430q 6015 16015 12015 14067 18061 S 0A 8 O A 11 O A D O A 80680 A O 0 * 8 0 A B O 7111111111111111111111111111 Ott 10 00160 00 'ar 60 m�0 ,m imi' o ff.000000 Hoe 0 'N QM �'00 +7a �0 170 000 W 00 n 0 137 00 1M 00 vm 00 087 120 W=12300 X1103 000000006012"20122000000000 8015 (Q 1701W0000000 ' (] Q 00 60 QM©0000Q00 '111111111111111 000 0© © ©L'lm�taElE7 E7C�E70E� 0(10 88 40 90� 3939 93 �413'4,��60 888 ,0610 8P 80 39 9s 33 Td 28 28 28 23 28 23 21 21 23 20 20 21 glim 14115 1• 60 33 60 60 60 23 26 23 23 23 23 .21 21 21 19 m 1e 1 0i'7 28 24 24 24 21 21 21 18 13 18 18 18 16 18 10 18 721e 7067 7815 ALLOWABLE SCREW PATTERNS INTO cErE/CMU j INTO {TEAL. • o o • • • 11 • • adxrsxr�;++: IWAd wmdeate ,1,1111 /UN,, e‘\."044 A. LYNI(I & LtR, P.E. FL P.E.B 8$U115 INTERCEPT= 1.14310101EL CLIP 0/03:7075151 IOW= 60513.78 ALIM isseances PAMARDWO 60040ALIAS MUM= 51131.271e-r—. OFFSET OUP 600341151100. TOP01109 ALLOWABLE SCREW PATTERNS INTO CONCRETIEK11411 .7406 21317. 0 EXTERIOR [IWO WOODISTEELM.. 1,144.125. Ataulda Man Raidattgatur Leading nano maws 0108,1 Coney Idedial Rattan= INILI:1111111111LT111111111111110311111EILEN111111111111COIMI len MO b gttellINCIIIIIMMIBMCINERICIIIIIIIIIIMI =='.. 1 OUM000000O000Ma00M0a0000000 CMga0a0001130000m000m0000000m00v0 00 u81 rn000000000000000M00000 Elillw0000000000w000MEIMON000 0 istiv0000000000a0040000000 0113,zuM0000000013000000000130 EM0007 00001300075 00013001300000 42in 00 1x4n Alm. Me 18011¢13 18 1121:111313C3131:31:1 52 000E301300 42 1313000131313 v 13 01311:11C11:113E3E100CICIC3 E:11:1C1 V 45 0000 15 13E313E1 11:1111C1 82 0(100 st 113CICIE3C1C11:11313E311301E1E11:11ZIOE3131:3 11:131L313 22 ElE30013 131:101313E101313E313C113131313 11:311313E11::113131:1C1113 E11313E3E1E1131:11011313131313 11:1111131301:1131E301301:113CIE1131010131151 0013 13E113 25 E100011301300 ts 1:/13131:1E3C1E111:11:111:1EICI 751* 0006106Mozable Loft* InsloPtama 8011133 Conina Wake oteathenta 17 Annbarste Ebtaten 000 626 Tame 01fAaalsal 4291 eln 80.62en 641* Son bt Olt 721* A a 110 170 180 181 110 104 en' 75 58 4 RE 110 170 170 170 170 170 143 7681 Obi ea 10 72 a 114 72 0311 as 49 a 1751* 175 1* 4, 41 20 ao A la 224 170 125 111104110 5 5 0 0C11131I1O 101:30 2 2 4 170 MI 170 7 001 1100331C100 33I 1O 0 0 V0* CmW22 1 6* V 3m WO *0(1(1(175 16862 1M M W 2i10n244 00001D3001113333010010E311000003001111333:1000111E33110101333311C0 0 3 13n 4e INNEREN 1 421 v : 3 3 1 11111iii1111111 so 331 24 21 23 15 el 22 a a 19 15 19 17 17 17 10 15 a 0 45 61 11 170 230 10 170 170 121 10 170 180 103 70 10 12508137,10 100 78 51 101 00 71 40 91 750072 WINOS) 1775 84 84 757575 17 211 05 31 PA 10 17 17 17 17 10 16 O. A e 170 D 0 2 103 so TV 57 51 00 170 1711 170 160 125 108 72 as as 75 43 64 31 24 18 15 11U1OLA 1) VON BETWEEN. SIZES AMOR pasiaa PRESSURES IS ALLOWABLE. 24 SCREW PATTERN APPLIES TO BOTH UM STANDARD AND OFFSET CLIP. 3) ALL MULUON CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAT BE °RUM IN THE Rao FOLUDWING DIMENSIONS GWEN ON VW-SHEET. 4) THE STANDARD AND OFFSET CLIP MAY SE COUNTERSUNK. THE INTERSECTION LLCUP MAY NOT BE COAMGISLINX. 8) SEE SHEETS 2-4 FOR GENERAL $2122SCIR DESCRIPTIONS AND INSTALLATICa tamps. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR EWES ARE ANCHORS, TO ISE SUBSTRATE. USE THE TRIANGULARITRAPEZOIDAL LOADING TABLES GABLE 78) FOR FBVESTRATION PRODUCTS WERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL WNGED DOORS. USE THE RECTANGUIAR LOADING TABLES, (TABLE 7A). FL P.E.8 81)745 1" 4' X .376' TUBE MUWON AND CUP 66AL W8' WOW MMOMCUP U MWALUB6 WAMB —11—mr ALLOWABLE Sf.REW PATTERNS INTO QONORETEMU GIB 91TO WOOL SIB SIB TABLE SA 1a48.0a 124®.7'201 04 900542 /71612/105 INIMMMIMM 104 + �: MIL 1208 M v000CHNIM C MNIODOMMO III . © ©o113oQ� ©oo©oEMoQn ©o®©o ©000a�© ©o 00MOO m DDDOODODO ©D©DDDDC7DDDL3©00 moD 1� 0Q 14 Dom, oD 13 DODDDDD0DODL]UD = D010 D 0'12 67 +� 0000 56 1a 0000 a DD00000000000 0 41 DD 10 DDm ©D ., DDE70DDDDDDD©i2 m 0000 0000,..00,..-00-0000007.00002.002.0 0...00o00-80.00.00000000v0000000 ��±±7T�� 00000mDD'21000000000 ' m DDDDDOD m D0D �Yii! D0 DD ,' DDDD a 40 Doi ©D s3 000 52 0DD a1 0 a 0 D0 D®DDQi0D a DDDD a D ®a 0©000. 0000000 w 0000DD a7 D 0 DDDDDD00000D013000 00 D 45©0DD0DDD 0 D ]DD0DDDDDDmoofa = 0 wfCD m 00 0 � 0 . 00000000mmommDD D C.Z7000700t7E1� 0000000000=00000 " : Mm 000 ' /30000000 21 DDDDD 22 o 22 DODU E . i�:TO©ODE700©C�0©ODm ?� 0 +' m 'a 0 ®0 i7 • wm0DDDDD1D0DDD 428 548 08 010 8810 123 103 0 1010 1R 13 1a4affi5 *645.5404 *945a4 I 00190924400 069F1 OpNA4Natlw2m a4 5510 704 804 604 10010 11028 1204 1404 14810 AmfiaO 805865758 A 6 84110108 C A B C A 6 C A B C A 11 C A B C A B C A 8 C A B A 8 0 44440148 2 2 4 1 3 424 41a 170 182 110 115 110 2 110 10 155' 161 110 140 a 120 108 0 6410 404 634 110 7210 7410 754 Wm 010 1W 187 122. 110 41' a a 55 74 4214 63 112 40 0 10310 11110 12010 a a 45 48 41 38 WO 0 xa 460 • 110 110 170 0 110 H 71 187, 07 a 66 a 45 42 51 a a2 110 22 110 118 MO 134 80 10 60 4 2 2 4 2 2 4 2 2 4 2 2 4 2 40 40 14- 170 170 44 170 MM 170 170 rib 170 170 110 111 4 40 1a 00 418 130 80 170 180 85 170 135 110 10 83 1 7 0 120 0 1 C O M O O M M I C I M M 110 114 70 110 110 72 48 10 70 108 108 70 lam 2 4 2 2 118 110 170 112 0 170 135 80 0 170 121 50 70 118 105 10 • 170 170 170 10 2 174 130 121 10 2 110 68 W 70 4 170 170 RD 42 41 62 185 a 148 02 48 107 0 00 132. 0 01 135 0 A 122 40 67 10 46 0 V a 65 a 105 8$ 0 127 8 a 122 50 22 115 10 81 14 78. 01 117 75 61 117 91 60 45. M 61 a 75 48 110 70 4 118 75 8 00 118 78 48 10 72 47 107 71 47 1643 71 N 1 1 4 7 3 4 0 1 0 0 55 48 40 0 3 4 2 3 5 4 5 42 ' 55 48 80 0 a a2 ar- m 60 78 60 10 48 E1 49 113 1 5- m. w 67 a a a 148 a 42 0 a 40 01 4 10 0 05 0 64 64 1 9 9 0 4 0 0 4 4 0 0 4 4 8 5 4 0 4 75 81 a 0 4 m a, 40 30 07 43 a a 40 a 81 a 'a3 34 77 51 ' a 25 a 0 25 a 76 45 77 a w 35 4 0 V m. 45 221 a 28 67 . a 43 a 61 41 a 30 34 25 a 26 a 4 51 a 40 28 313 41 0 48 35 0 44 36 21 40 45 27 25 37 14 a a 84 23 Tt 30 24 al 0 20 27 a a 33 34 a a 0 23 0 74 24 H 20 22 22 0 21 0 24 4 0 N 21 23 20 a 21 4 21 19 17 10 35 20 m 4 23 85 4 23 18 a 18 4 1444 0" 0 0 0 22 22 m' 10 4- 17 4 4 15 15 4 UREM LAUUONJ S12ES ARMOR OES 6 PRESSURES 93ALLOWABLE. 2) SCREW PATOMN APPLIES TOROTH THE STANDARDANDOPPSET 40.97. 3) Mt 40U. ON CUPS MAY SE PACTORYMACHINEDAND CONTAIN UNUSED H is93.1F NEEDED, HOLES MAY SEOWED 97 THEP9?LD FOLLOWING D S1aN$6NENONTH93SHEHT. 4)THE STANDARD AND OFFSET CUP MAY SE COUNTERSUNK THE IN1 CTIONUCLIP alAY NOT SE COUNTERSUNK. OWE SHEETS 2.4 48 i L MICHORDESCREMONS AND FarrALLATIoN METHODS. 6) FOR IMIESTRATION PRODIJD18 Meru ALL POUR SIDEBARS ANCHORED TO THE SUMMATE, USE TIMMANGULAWMAPEZODAL USE ATHE TABLEs(( 82. LOADORTA FENESTRATION PRODUCTS WHERE NOT ALL FO*JR� NISAREANg HINGED DOORS. 01000W 63 a2j ,••.., _ •9 951 574am171/ s' S4ae i•T'? f'IL1z 0.�1461p713adCoel2W MU 6083116/11124. INTERSECRICN 6424112662. CLIP 862166ALUM. 7N INTEREMONON 1146261161. CLIP 6722-78 NSECTION STANDARD CUP X24E I "oa A1216662 1726m 24287L2408 agora*** 09421221262221arE2264866 IM• MMILL'1 M': MI" MIi'I',f MEZEIN 54661 ME IC:=131131211131M1 NI C A 6 C A CI C 6 E 6 11311:111WEIMIRMENIUMEMIU A a C O B O 6 C A CI C KW ICI MUM ii+l0 248511. 15 00��i!'e000000L3L3I�'I. t Om®m ®m 0 0000000 0 '6 W 0000.00 DDQ 8• 00000000 72 Q©©QQQ 0000 ©0000 ©Q gg mob •C KM00000' ®0000 00130000 00 0000 000 =00000 0' 00 0 46 3$e WM00000 ebb 00 U0D00 WM000O0000C00 CL7004 OOD00000000000000000000 ! CMO0000000 0 0MDOC300C1M0000 M=00000000000000000001000 x00000 10 u9 0000000 fa 00®ClD000DM00000000 0000000000000100 00000000000000000 00130uDu000 ©12000 00 m 0 0 0 11=00000E3 0000000000000000 000000000 72 0©01000 ©00 00 ==0000000000000000 00 0 00-0 00 0 Alma. T222 Waft 0462n Mom 02401241 4 090 m 8202224 4812 140(2 AaMmr elO 8122414TH A 6 0 Bee Welk ALLOWABLE SC1EwPATTERNS INTO CONCRETEICHU 11a INTO woottemsuAL. A 0 C A 8 0 Aotlnt II S II 4 S II e II II Q 2 �r2�4 0 II II 4 �^IIII••,.77 S 0 4Sb 470 Om ®0�!!� 00` ©©� ©LUEILM�!3LOQWMG�!�O 4318 170 QIDDi.iA ®QQ ©00 © ©D©61.�8DO06.i0 8481 4W 0�0�-,,t} 0Q©CC�.I{ED� ®�!••��6Q�6©+CQ ©ODEiQOQ ... .. 8670 .781 ID6iiiL0 ©CICHE t '+■ ■ii►�OQQQDDCiQO 712(2 401 NINNIININNIINNNIMNIN 7612 ' M D�D��.77DB!D}�y ©D�D!!77D' 0�!�10�r}�60 i00Wl��i0•,!!660i Di 1300 790 Q61iA06�r!•461®�rr706i 0000000f�60 ©000 MN >A 000�rr0� 0Q©Qi�+ 00M0i 00000* WW 74 ® �rD�}.,��6 ©14i�6��:!+�•i1�86r±06±.'.��0 ®�S�Q�66f�ilyi r00i i0L QD�f .000i X0�•0!� 106(2 Bi' 06YI�000�.7000000 r00Q61f0006+60 411 la 6/ 0000Q000Q( QQ000 x00000 12221 001000000U000000000100 14418 a 0QQ00000Q©DQ000000000 MM IMOBAflagal&POLATION BETWEEN SIZES AMOR DEAN PRESSURES a ALLOWABLE. a) THE PAU LION cups MAY DBEF FACTORY SHEHNTArei memo HOLEB,16 6. H05.ES MAYS CRULED 3) TEES STANDARD CLIP NAY SE COUNTERSUNK THE 24TERSEC11031 U-CLIP MAYNOTSE COUNTEFEUNK 4) SEE SHEETS 2-4 FOR GEM& ANCHOR DESCRIPTIONS AND INSTALLAT t ME ARE FENESTRATION SIDES TABLES (TABLE 98). FOR FENESTRATION PRODUCTS MERE NOT ALL FOUR SIDES 8) ARE MOORED AND FOR AIL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES. (TABLE 94). 2 S • a 118 16 60 75 87 21 71 47 44 30 51 24 51 19 tt 472 172 170 172 478 478 170 127 Ise 25 72 12 71 47 934 121 118 b M 44 4e 31 H �aay41!�n4�R DM , SEM ALUM. tSCHANNELCUP a TERVIEN ASA OTANDARECUP 608248 AMA INTEESSEEEN *CHANNEL %911019 6.1118P- 8� CUP TOP 7809 0.0 0.0 4 6,34 EXTERIOR ALLOWABLE SOREWPATTERNS INTO COMMIE/0Bi 10 INTO Y rAL. TABLE 10A 9284A 1781.715,4 58825 07971177/47106070 atm Pam= 9'100 4521, 470 - 47ta 00 10921 1295, 1455, 1450 101 .. .:..,..,1011=111131101113113Q1711OKM1311311313 e oon c A �Q 6 ©Q a INI .�1.%Q1=1 a n a c a o 0 a s a - 4 4 8 4217 110 8 71 71 60 ea 60 0 45 46 4 480 10 17 111 111 451'1 M 04 47 1* g es O 72 O9 6o A 11 69�ta SS .+1066 rm me m m 1�1 �t ©© ee 90 oe m ae 72 ft rl 66 54 47 M Ma �8 454 110 '199 M >45 M 9t 45 77 11 77 14 87 47 67 6W4 .:. Et 426 W 86 1A 459 -. 186 W 8 99 81 74 96 47 8. 80 48 54 �b 00000 no 1s DDDDDDD[ H1 }? UD DD0 St 48 ei 8421 D00�I�1 Da�ft1 ti6 D!�oi ® 0 10 720 0Dir4C D 1s 1010. �i7©!±0G'30�•!�0DDCIC3_17C�!�!IC�!I0 aWDf.f000C3 0..ii.'I0 84 88 77 1301:31:301:301112013130131:1100001131121131131100 a 84 48 780 D00D0C' OC30DC'�DDDDDCL R7EID. w 66 tt 1418 188 trit SS 77 . Min la ii 113 N WI 02 188 41 0 72 0 107 000780461069000 1080 1U 1e 106 87 - Q2 7II 47 6 96 - - 88 40 45 71 41 Y7 W 86 27 64 tab D000CIC: OC DD X8!4 DDDDUEz]( EID00 83 16 m 7921 Im 68 145 86 87 459 74 49 119 W 42 M 67 • 86 52 84 77 46 20 80 27 24 66 82 21 48 14421 E 67 " 10 54 1 54 54 7 7 4 54 54 54 57 5 1 47 57 54 71 54 44 4, 54 54 57 54 57 2 TABLE 10B 2484.8 15414646470407371111.041851 8.45310404 A6e6e<441 «ta 480 696260 6421 4778 450 660 7463 7661 Alta 080 4778 10817 1125, 1400 141 J 1 A B 0 17040000140 010q • ............... ......annon ................... +� D ©C:30i1u' .D ........................... ........................... ........................... f. 0C7ELiDOMOC: OOCC3[ CSC DO vo MOOMO 1100000000000000MT.00ODMOD0 00 110 DQDDC 000001 910 101 02 000000 ©000 10 C]D 00000DC100 82 471 10 W C000000000 110 0000000000 00 10 +10 02 47 00000 ©00 ©D 479 00000000©DG70______ � tQ1 130000 4000000000©G!00[Z'3E 0000000 ©000 149 [70000000000042 440 10 a C7F.'ID®DDDLIDD twOOMOOOMOM0000101000000000000 110 00000U000I L UOMUM 10200000000 O 127 0 69 118 m 48 of 41 41 81 29 04 10 74 a 84 0 N 20 68 41 27 49 27 0 46 Ta.ENOFE$ USED Si WIMPLES 11 LINEAR INTERPOLATION BEnwsmals MOOR DESIGN PRESSURES IS ALLOWABLE ON SHEET 1S *ALL MULLION CUPS MAY BE FACTORY MAc MID CONTAIN UNUSED HOW& P NEDDED, HOiws MAYBE DRILLED 81 THE FAO VOLLoynNe DIMENSIONS GIVEN ON TIOS SHEET. By THE STANDAR1 OUP MAYBE COUNTERSUNK THE LNTJ CT(+ IJ.O P MAY NOT SE COUNTERSUMC 4) SEE *MS 2.4FORGENERAL A APO INSTALLATION METHODS ! �FOR FENE$ iRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE S4 TRATE,USETHE TRIANSULAPSTRAPEZOIDAL LOADING TABLES (TABLE 108), FOR F TRATLONPRODUCTSINHEENOYALLFUR SIDES ARE ANCHORED AND FOR ALL IMBED DOORS. USE Mumma Lomita Times. (TAME 10A ASPIeval O : . 1 472;4 yEp 1p c2.. ISZ !7 d'f P146vR 1111118117, 1 .26MIE LION AND CLIP COAX= L 6683.78 ALUM. 7C�9EC►fC1Y P.--.128' ALLOWABLE SCREW PATTERNS INTO OCOCRETEICMU INTO WOODISTEEUAL TABLE11A Ur it ZWx 126' Alma Tabo Ma Anmm SubssarIne 428 Rectangular Lading Man knave wit) 0prn1ngNaHeu ar Homey 1028 MUM 1000a000QOOOVO©oo©000 ©000lalEZQMo ©ooQOO ©o� ©o DQ EJocIm4so79073aDUaE,U8I Q 13131313130 00 CI « 0E10 47 ©ornID1313130 32 QDODD ©0 a p 4a 130130 00� S 35 CI D a Qm0 Ei 000E1OQ13130QOMiiB 22 22 a m 0130130D 00 23 0 a a %001313131013 3130 19 �13i3 QOppp 22 22 22 a a " ©© ©m1jU El a OQ 488 60325 In 641, ea 938 • 981n 7811 788 so 38 TABLE 11B x 2.1169 :125°Alu a Tabs 9849 TBal8Lr7Tapaxaldal Lmnap 1 Mama bass o9m* among 044404I at Ilefixonfa0 A 2 187 189 91 5061 8 MIA 7091 A 8 C A B C 8091 A 8 C ©..®13© Q .489 i10 138 188, Pp m a n n a 72 72 72 87 83 11 a 88 83 41 41 41 87 88 38 98 82 QDE D 187 140 8410 r4 6010 83 038 2814 7210 78in 781n TABLE NOTES; 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLED! CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOU.OBING INMENSIONS G)VEN ON THIS SHIFT. 3) THE CLIP ANGLE MAY BE 4) SEE SHEET$2.4 FOR G RAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5)FOR FENESTRATION pnorwars MERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE SIDES ARE ANCHORED AND FOR ALL HINGED �RS.1t E THE LA TABLES. (TABLE 11). 409 48 89 80 38 28 23 23 'M9 98 91 74 83 48 79 M 49 89 39 34 a 90 98 29 22 22 22 23 23 23 20 10 10 10 17 20 20 20 17 17 17 27 0 Q A 208 0 C A 10084 8 C 181164 A 8 C- 4 2 2 4 2 2 4 2 128 134 118 134 134 110 134. 134 81 70 70 79 79 79 79 70 87 85 83 61 37 25 92 28 83 81 as 29 85 64 61 49 a 38 29 28. M 49 33 28 64 49 33 28 84 40 22 28 27 25 M a 24 24 24 22 20 19 10 10 15 18 18 18 17 18 18 18 19 16 18 18 18 18 0 4 184 75 a 49 ffi 3 22 18 =ot A moodird oh%car Cok _ tIltitSi ,, `0�� / LYNN 3073258 TUBE BAY MDLLION AND op OLP ANGLE 806341 ALUM. 72887TION ALLOWABLE SCREW PATTERNS ISM CONCRETE/MU INTO WOODISTEELML. TAILEM 1) LINEAR INTERPOLATION serwEEN SIZES AND/OR DESIGN PRESSURES la ALLOWABLE. 2)U. MUM CUPS MAY BE FACTORY MAIMED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRUM IN MS FIELD FOLLOWING DBAENSIONS GIVEN ON THIS GMT. 3) THE CUP ANGLE MAY BE COUTRS:II/1GL 4) SEE SHEETS 2-4 FOR GENEFIAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. t3) FOR FENEBTRATKIN PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE TRIANGULAR/TRAPEZOIDAL LOADING TAI3LES (TABLE 124 FOR FENBSTRATION PRODUCTS WHERE NOT LL FOUR SIDES ARE ANCHORED AND FORM/ HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 12A). TABLE 12A 226°30 OEM &sea muu. Rsatartw4ei Wading Ossitin Precise Wei 0039122 Weft& teNtalzol29) 111111ZOININZEN11 INSEIMIS EN 108h IOMICMIMIIICICICMCICIIIIIIMMICM 1111LE=1011311311E11011:111131311211131111131101111310111:111113111:111:111E111311311113 E:1113 'opa= 68 SO UDDLIUULI 13=3113112 221362513130131300 El 222 En3 122013013130134500 113001313123131310 72 47E3E1 42013 C113130042125011311:113138 0 1313062113 E10122C1 4° 104 22 OD 4° 000 0 22 22° 01301313 /55 62000001313130 2213 013122131311311342E101313001313 22 CI 22013 1312513401300E100046361313 V, 0 07 C113015813131313 v13131345 a 0 013 134605205213 e* IMICIEM 230E1E1E132 VD 01300130 4237 DE% QM 2232 2272 2222 E1991:911091:112 9E122 1342 E9 17, ID 2513000024 24 241313E11313021 v1313E113 '.- -.. 1313230 El 10 El 4213 4619 MSS& 541s 601n *In 6019 7219 7918 781n 0012 9618 meal 81114, 1201:8 1441n 125 123 es 49 42 40 22 24 EIOCIDEICI 1301313 40 270 1301313113E113 00E153000 13008200 00 000 013 43 59 73 ea 02 07 49 40 at 80 05 18 63 28 42 28 83 48 10 111:113 17 TABLE 120 321.30 DIM 0.1 13/11811LL TdonolaffEsagen013111.991119 1 202625 Plasm 2255e) *pub& 1/911931 as *dam* 6007 Mtn 7019 8010 8018 1805, 111119 48018 Aret67821 8052•2772"2 13391113100 li 6 A II 0 A Be AO CA BOA BC AOC A el 6 Artastae, 2 2 0 2 2 6 2 2 8 2 2 0 2 2 0 2 2 6 2 2 6 2 2 6 I 4219 170 138 170 170 125 170 170 112 170 170 118 170 170 118 170180 118 170 170 sie 170 170 106 in 4815 170 116 772 711 '103 170 146 a 170 139 01 170 135 89 170 135 80 170 135 SO 170 185 89 170 MUM OS 107 170 146 96 170 154 98 170 127 53 170 123 81 170 121 ' SO 176 121 80 170 121 80 170 541n 180 98 170 153 87 170. 122 OD 170 114 • 78 170. 110 72 170 107 TO 170 108 70 170 406 70 170 905, 431 69 170 116 70 170 104 118 . VO 07 84 170 02 60 180 80 58 162 57 67 148 88 57 1413 6818 123 81 120 113 71 170 87 04 169 90 59 163 88 88 1* 82 54 154 ea 52 120 78 51 US 5818 110 78 170 10I V 108' 01 60 147 84 56 133 79 52 123 80 117 73 48 112 ?I - 47 1013 721n 104 19 148 01 170 128 121 63 111 76 40 70 45 92 68 43 08 &I SI SO * 70 7808 28 64 125 LIS 50 ses 78 60 03 09 45 84 14 42 77 61 40 72 50 85 88 54 38 62 7010 95 62 1* 52 &I 193 73 48 Se 32 44 77 62 41 71 69 83 OS 68 37 62 51 34 55 4010 74 53 74 ft 46 23 66 49 61 49 , 28 49 44 84 44 41 81 41 30 30 59 82 98 72 0018 11 49 &I 62 42 62 43 St 412 40 34 40 Se 31 38 33 29 S9 31 ST 81 25 23 a 18818 424343 38808831 ai 31 28 2828202526 23a2321 a 21 182106 11113 38 89 39 35 83 33 80 a a a a 25 23 a 23 21 21 21 10 19 10 18 se 15 12910 ft 31 31 as 20 as 22 22 22 20 50 20 16 18 18 16 00 15 15 15 18 14418 15 18 18 18 15 15 . -''. -".- , ' 4513.25* TUBE BAY MtWON AND CLIP TABLE 13A .126' EXTERIOR 3:26°48088. ALB*'9 W. A*464rat 8750 See 94948 i0An49sa MALIGN 606346AWffi. 1 7 rI (.ear ALLOWABLE SCREW PATTERNS INTO WOODISTEM/AL. mamas 800-0 ALUM 76T1 BSE2CMS PERM ETD TABLE NOTES: 1) WEAR INTERPOLATION BED SIZES AND/OR DESIGN PEES M ALLOWABLE. 2)ALL. MULLION CUPS MAY BE FACTORY-MOWED ANDCONTAINU HOLES. IF NIA, HOLES MAYBE DRILLED IN TIE FIIEA FOLLOWING DIMENSIONS OMEN ON TIES 33W. 3) THE alp ANGLE MAYIECOIAITERSUNK. 4) SEE SPAS 2-0 FOR Gam}. ANCHOR DESOMPTION8 AND IMTALLAT ON METHODS. s HRH FENESTRATION PRODUCTM WIC ALL FOUR SAS ARE ANCHORED TO THE SWBSTRATE, USE THE LOADING TABLES (TABLE 130). FOR HINGED FENESTRATION PRODUCTS WHERENOTAU.FOURSIDESAREANC ANOFORAU. DOORS, USE THE RECTANGULAR LOADING TABLES, (TAME 13A). R 425 455 60682881 641* 815 89* 885 12121211141nr Leading 04504 Plasm 605 801* 701n 6006 1991 10081 1165 14881 A B 0 A 8 C A B A 8 0 A 8 0 A 8 0 4 3 0 4 8 a,2 0• 2 2 5 119 120 123 118 103 09 721* 765 785 22 5 0006 03 86 81 76 89 5 62 64 119 130 126 131. 105 182 2 6 2 2 8 2 2 6 2 2 81 108- 89 CO 19 89 61 88 78 71 117 02 61 480 81 68 59 72 - 67 122 86 68 111 77 66 163- 68 63 123 .82 84 118 72 47 107, 84 130 120 W 128. 74 49 122 88 42 113 67. a 61 s 46 as 82 30 62 111 -63 . 44 01 10 70 131 67 114 82 14 61 46 123 62 40 112 68 44 122' 69. 69 103 62 40 10 64 96 88 49 88 82 61 34 71 4 84 47 45 34 31 18 79 04 • 108 ea 181 78 a 71 62 49 42 43 41 87 87 6 2 2 . "6- 2 2 C 8 49 71 86 44 03 48 30 49 42 82 0 39 74 40 27 51 40 68 68 37 79 98 23 3a 36 81 - 62 54 89 2* 24 67 37 00 47 31 80 32 21 699 32 87 48 25 78. 81 20 63 21 82 48 28 72 29 49 w 26 B8 80 28 69 27 19 39 27 88 87 24 80 26 17 54 68 93 66 M 0 69 40 28 40 48 74 87 88 p 81 42 81 60 33 W 4a 32 so M 42 43 a 1 44 38 26 • 33 34 28 38 27 36 32 24 ffi 29 21 51 88 24 48 0 34 90 21 99 28 26 19 25 1085 43 38 43 06 81 86 B4 D 3o 0 24 20 23 21 23 20 19 20 W b 48 111 In 40 97 40 39 81 33 28 28 28 ai 23 24 21 20 21 W 18 19 17 17 17 1915 52 32 52 28 28 28 a2 22 22 19 19 19 17 11 17 19 15 16 TABLE 138 15 31 2 4a4&O. AL WNW. T 7 6e1Lw4gBi Polo Prawn 41 132191000825100/72991 291) a5 4901 5 1035 a*mlor �::.: ' &066681 • INM A 8 0 A B OA B C A B C 006 ".a::.- .1® ©OQ1101OQ ®11311©QQEMU 11:11 1311101101113•0110 EMI 6 jl 425 -170 158 170 gap 470 10 170 170 115 0 070 113 1Q 170 110 0 178 110 170 tm 110 170 eta Exam las 170 El es vs ® ®0. ©A0 170 168 89 70 170 170 173 0020806 '167 103 ��C!!�@ 0 Ea 3" 68 Q 127 83 1� 81 176. 121 0IO 121 so 840 00 170 189 Q 178 #2 60 in ID 76 Ea no 72 170 107 70 170 165 70 *013 . 131 66 170 115 - 7B 170. 104 69 Ea e7 60 11•"'��a a 170 85 66 184 87 67 169 88 b> 067 855 123 M 108: 0 170 97 84 170.0801880'8 19, D 64 IQ 89 62 195 70 61 195 665 � ® � Ea ammo lee «. 9148 7a . 62 137 78 60 126 78 a 1d 0 47 418 72§1 104'11 A6 ..a 60 145 '81 0 127. 78 0E3 70 46.0 66 ea 63 42 ea Dm 84 86 en 71 7806 M 0000 80 107 p 49 ,18 84 ffi D7 et 49 p 89 2a p 7006 0. 62 Ca 64 115 Q a a9 61 0 8a C2 41 81 69 28 70 58 V 71 6, 3!4 14 5081 - 60 83 00 48 Q 64 40 a 66 38 66 01 94 61 0 31 Q 44 90 44 38 96 68* 70 48 U0420113 37 61 46 ©041 81 41 02013 0 27 ea 29 i.f 23 23 10845 0000 37 41 E- 92 as sa 0 Sa 20 22 23 23 2a ae 2a 10 /9 IO t9 1115 emu.. 46 110 4! 00 96 as 33 ©D 21) a8 ae -- a -- e6 181. 24 24 24 a 2 22 17 0 17 •D ©m om 15 20 m A 16 21 19 19 19 17 17 17 1: SINN. E VERTtcAmL.Lm 4 . **ANCHORS of HEAD 1 Sts maws 24 // No momMing emu. 1 THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH W 2 -1/4•. THE OPENING REQUIRES A DESIGN PRESSURE OP 440.01418.0 Ps. 1) SELECT WHICH METHOD OF ATTACHMENT B THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B. SHEET 3. FOR THIS EXAMPLE, ANCHOR! STRATETYPE ELL BE USED FOR BOTH ENS OF THE VERTICAL MUWON. 2)THE MULLION MOM ISSP ANIT THE OPENING is 32°432 ow. BECAME THE SAL OF THE WINDOWS ARE NOT ANCHORED, THE TABLES USING RECTANGULAR Lamm MUST BE +3O,0.35.4 P E W WHENUBMGT °C°' COUSIN PREVIOUS S T E P . IF T A B L OF 2-1/4* AND WILL MEET OR EXCEED THE REQUIRED -DESIGN PRESEURE OF E D O E S NOT SHOW T E EXACT SIZE, use THE NEXT LARGER ME AVAILABLE. FROM TABLE 3A, SHEET 7. TIM 1' X 2.78`X. 376' MULLION MEETS THE DEPTH REQUIRED. HoWEyER THE DESIGN PREMIUM'S 4142.0 ESE AND WOULD NOT BE SUITABLE FORTHB APPLICATION. FROM TABLE 4A, SHIM 8, THE1° X2. 78• XA S6IOLU 0N(LENGTHo88'.OPB88310 04,11ASA DESIGN PRESSURE OF+1-3BAPSF WHICH EXCEEDS THEREOUI NTSFORTHE OPENING AND MAYMUSED IN THIS APPUCATIQ4!I. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. THE ADJUSTS! WIDTH. ADDS 1° TO THE WIDTH OF TIM MULLED UNIT, THE ADJUSTED BUCK WIDTHS 32•+1°+321/4:88°. VERIFY THAT THE DE81031 PRESSURE I8 STILL APPLICABLE FOR 3) VERIFY THE DESIGN PRESSURE FOR THE FB4ESTRATKIN PRODUCTS usED WITH THIS MULLON SYSTE . TIN LOWER DESIGN PRESSURE, OF MULuONS OR FENESTRATION P R O D U C T S , WILL APPLY TO THE O V E R A L L . ASSEMBLY. M A L L D E S I G N PRESSURE R E Q U I R E S T H A T THE BOTH T H E MULLION ANDTHE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS 0mo RESPECTAM SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. EXAMPLE 2: MULTIPLE MULLIONS DELL M IMI -+1b r it vERTIcAL 8 OPENING FOR 1603112. SEE FENEETRATted FRODUars RDA 1 SHEET s TEE DETAIL 8, 3 2E33 (/ SEE °ETAS:3. _ MEETS 2-3 f- t J mill MOTH DEAL LENGTH FOR VERTICALOdt3 THE BURD1NG SUBSTRATE B KNOWN TO BE CMU ONTHE JAMBS AND USES A CONCRETE * EADMAN) SILL.. TIM WINDOW FRAME DEPTH IS 248°. THE OPENING REQUIRES A08SLGN PRESSURE OF440.0/45.0 PSF. 1) SELECT WHICH SBTHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APFUQATIOI FROM TABLE B. BEET 3. FOR THIS E4AMPL E, AST RATE A 1ACIHINGTHEHORIZONTALMULLION �VERTTCAL ATTACHING MU IOUL BOTH ENS THEVER1�MUU UCLIP) WILL BE USED ATTACHING TO ON THE END EE LASED. CONCRETE. TYPE °A " WELL 2) CHOOSE THE LONGER MULLION FRET. FOR THE VERTICAL MULL, THE MULLION LENGTH IS 32".2°.104' AND 711E OPENING B 38+38 mT2`. BECAUSE THE FRAME OF T H E W ARE ANCHORED ON ALL 4 S I D E S , THE TABLES USING T R A P E Z O I D A L . L O A D I N G M A Y BE 18®. S C A N TIE MULUON TABLES FORA MILLION THAT I8 AT LEAST TLE WINDOW FEMME DEPTH 0F2.38°ANDWILMEET OR EXCEEDTIEREQUIREDt NPRESSUREOF+ 80 .8.55.0P8FWHENtom°THE'ACOUIMJAS IN THE PREVIOUS STS IF THE TABLE DOES NOT SHOW THE EMOTE/ME, USE THE NEXT LARGER SIZE AVAILABLE THE 2' X 8 TUBE MULLION CN SHEET 14, TABLE 109, ACTS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +148.0 P8F. NOTE THE NUMBER OF ANCHORS REQUIRED IN THECLI! BECAUSE TIM MULLLCNADOS 2°TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTER/ BUCK WIDTH B 38+2•+374'. VERIFY THAT THE DESIGN PRESSURE IS STILL APPIJCAB.E FOR THE ADJUSTED WIDTH. 3) FORTE HORIZONTAL MULLION, THE MULL LENGTH B 38 AND THE OPENING IS 32°+72•4184 °. BECAUSE THE FRAME OF THE WINDOWS AREA ON ALL 4 SIDES. THE TABLES USING TRAPEzoNAL LOADING MEW BE LSED SCgN THE 554U.ICN TABLES FORA MULLION THAT BAT LEAST THE WINDOW FRAME DEPTH OF 2-38" AND WELL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 410.0145.0 PEP WHEN USNGTHE A COLUMN AS DETERMINED IN STEP 1. IF THE TABLE DOES NOT SHOW TH E Eu=8/2E, USE ME NWT LARGER SZE AVAILABLE.THE Y X2.78 X.376`TUBE MULLION ONTABLE 38, SHEET? MEETS OUR REQU1RENMNTBWITH A DESIGN PRESSURE OF -470.0 PSI. NOTE THE NUMBER OF ANCHORS REQUITED IN THE OUP. BECAUSE 789 MIWO d ADDS 1° TO THE HEI I4TOF THE MULLED um. THE ADJUSTED BUCK HEIGHT 1832" +1°+72 .s8`. VMSFY THAT THE DESIGN PRESSURE IS 823± APPUCABLEFOR TLS ADJUSTED,HEGHT. NOTE THAT THE IS ADIFFERENT MULLION THAN THE (18871CAL. MUCK OPTKINALLY, THE SASE MUU• COULD BE USED AS LONG AS TIE FINAL DESIGN PRESSURE REQUIREMENTS ARE MET. 4 ) F O R TIE INTERSECTION CLIP 04 7 E HORIZONTAL MUAUOI TO VERTICAL MRUON, USE 2 ANCHORS AS SPECIFIED ON THE INTERSECTION CLIP DETAIL FOR THIS MTI-UON 81 SHEET T. ANCHORS SHOULD BE #12 SHEET METAL &EMSS (ANCHOR TYPE C) SINCE THE SUBSTRATE IS ALUMINUM, SEE TAMES, SHEET 3. 8) FROM TIM ABOVE STEPS. OUR MUUJON DECO PRESSURE 1 +1438.0 PEE FROM THE VERTICAL KUM 41471.1.0PSFFROM THE3rN NTALMUUX/IVA1T I0 TO MU; +1.970.0PSFFROM THE 38* HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (64TEIU3ECTIONq. THE LOWEST DESIGNPRESSURE IS+FN.0PSF AND WOULD APPLY TO ALL OP THE MULUONS. 8) VERIFY 'THE DESIGN PRESSURE FoR FENESTRATION PRODUCTS, WILL APPLYO THE OVERALL ASSEMBLY. gMAL DESIGN PREP MOUSSE THAT THE 8078 HS NLI,LWN AND THE FENESTRATION FENESTRATION PRODUCTS USED 1411174 THIS SUWON SYSTEM THE LOWER DESIGN PRESSURE, OF ISULUONS CR PRODUCT BE METALLED DANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. "*.. .... A. LY344MI R. PE. FL P.E.8EMS DEPARTMENT OF PERMITTING, EP AFFAIRS (PERA) BOARD AND CODE ADMINISTRATI NOTICE OF ACCEPTA PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: VI7� - 1 l� IN bMSION p A� t� .. 3 T C p § _ -�8 a R • rgi I i1 'Et , -; a m 84aO ;'�s. iii � u ff$j I alloy i MIAMI -DADE COUNTY ODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 86) 315 -2590 F (786) 315 -2599 www.miamidade.aov/oera/ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coupty Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/wo Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, B, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 # 07- 0629.10 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by l shaq L Chanda, P.E. NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 Page 1 PGT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 0629.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked-up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25 /07, prepared by POT, signed and sealed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Glazing complies with ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite !? PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statenient letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02-07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER I. This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 '4'tw \ . Ishaq L Chanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Dater November 23, 2011 Raimundez- SpellacyArchiteds, PA Id 's Q Rejected o Slibrnit Spectflerl ttem This rev,ei .s ,, for genarnf crnformance with th• yn rnncapt cf co MlcP ervi genera! r _..._.4 Y,?th tb,!nt-.rr.:.i:,t in tn: ct^_;aTe �. Can«ctic.. l: a nn the snap this review de hot relieve n•° e:,+ compliance wits the requirodsors the And spex ificatione. Approval of a specific shall no+'lc?ode approval at an assombly which the nemr is a component Contractor is responsible for dimensions to be confirmed and correlated at the jobsite; information that pertains sob* b the fabrication processes or to he meene, me8uds, techniques. sequences ari procedure Q aapdtruc>1am, coordination al he Wads ct aS trades; and for performing 0 e in wife satisfact vq., l7 AmmovedoCaetsid 0 Revise and Resubmit NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. B. 3/8° LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLIDUKEEPSAFE MAXIMUM PLUS (1) UTE OF 3116" HEAT STRENGTHENED GLASS. C. 7/18° LAMI NOM. (.4069 CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16° LAMI NOM. (.4869 CONSISTING OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)C/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: Q la, LQ, OZ, f? XO, HOC, Q Q, AND 91gsg, 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDmON. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 6. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL- 6212, ELCO TEXTRON NOA: 04. 0721.01, 03-0228.06, AN8VAF&PA NDS -2008 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), I8 REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., BHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2° GLASS BITE EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM ®. - 3/16° HEAT STRENGTHEND GLASS .402 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 IN. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR 1/2° GLASS BITE A EXT. - 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .468 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS ... 6, 7 ANCHORAGE. 8-10 aticaauCT. r 0 .2L sneer, Gds S 1W1MN1 Amos• Oft AMkm 0 fB0a010000R0IANGH serene RP.K� A .rM OIA880E8QMPlf ADMAN 010. 1NK.a81039 DM* 2122'0? ***Sr 581107 TECHNOLOGY DRIVE 001(0110, FL 84278 P.�a�( ffi4B AXeI FLsw4 I T 1?e/8b 8rltar NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1,0101 I x s 10 I 61301011 1101 Nal 0 TABLE 1. DESIGN PRESSURES FOR AU. CONFIGURATIONS i2 APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, )093, 0)0C & OXXO (FOR DOORS WI $IDE UTES THE LOWER DP FOR THE DOOR OR SIDE IJTE PREVAILS) REINFORCEMENT I8 REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR 0 HEIGHT A WIDTTHH E WIDTH o° - 1314° 7G-1133W ; 873/4° 913/4" 8° -as 3►4" S° 37- 8° 713/4" +760 76,0 -5.0 +76.1 -760 +76.0 -75.0 +76.0 76.0 Q WDTH SINGLE 8®E UTES WITH GLASS TYPE A 273/4" +75.0 75.0 +76.0 -760 -760 +75.0 -76.0 +75.0 -75.0 381/8' +76.0 -75.0 +75.0 -75.0 +71.4 -71.4 +37.6 -67.6 +842 -64.2 383/4" +76.0 WIDTH I 33 314" -74.9 SINGLE ME LIWES WITH GLASS TYPES B, C OR D -75.0 +74.9 +70A -70.4 +66.8 -68.6 +63.1 43.1 +75.0 -75.01+76.0 -76.01+754j -76.01 +7601 -76.0 1 +75.0j -75.0 TABLE 2. APPROVED CO ATIDN$: OX, X0, OXO, XXO, OM( & 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVALS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION -V •;- "1 -i.rl- 1 .:._�' '1 "i "1�.1 ��.i _i1 y: !I NOTES: I. GLASS TYPES: 3tit LPAG(17A,IEBPVEL1/16* HST B. 3/8' LAN (1/8" HS, .090 PVB, 3118° HS) C. 7118" LAAAI (3118° A, .090 PVB. 3116° HS) 0.7/18' LAM (3116° HS, .090 PVB, 3/18° HS) A2. COMBINED DOOR & SIDE LDE WIDTHS FOR TABLE 1 CM 2. MAX. OX/X0 WIDTH = 73112° MAX OXO WIDTH = 109112" MAX. XXO/OO( WIDTH =107 314° MAX 0XX0 WIDTH =1433/4" 3. SINGE DOORS 33 6/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH 111E EGRESS REQUIREMENTS OF THE FBC. NARROWER DOOM MAY BE USED WHERE EGRESS IS NOTREQUIREDBY CODE. 4. DESIGN PRESSURES UNDER 40 P.B.F. ARE NOT APPLICABLE LN AMAMI -DADE COUNTY. 8. EXAMPLES OF CONBINED DOOR AND SIDE UTE DESIGN PRESSURES: GLASS TYPES AB,COR0 HEIGHT WITH 68 - 793M" 70- 83314" 87314° 913/4" 2° 251128 27 i/2" 29 112" 4° 47 314" 51314" 65314" +58.6 +54.9 +61.7 -58.6 -54.9 41.7 +55.4 +51.8 +48.8 -564 -51.8 -48.8 +524 +49.0 +46.1 -62.4 -49.0 -46.1 +49.8 +48.5 +43.8 -49.8, -48.6 -43.8 8 °- 95314" +47.4 +44.3 +41.6 -47.4 -44.3 -41.8 28 31 1/2" 6° 69 3/4° +49.0 -49.0 -462 +43.6 •43.6 +41.4 -41.4 +39.3 -39.3 26 33.1/2" 64 83314° +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 873/4" +38.1 38.1 +38.1 -38.1 +38.1 38.1 +37.5 -37.5 +356 -35.8 3° 37 Ur SINGLE 894E UTE 60 713&4" +34.0 Q WIDTH -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 34.0 GLASS TYPES A,13, C OR D 103/4" +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -76.0 +75.0 -75.0 12 314" +76.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 198 21 3/4" +72.4 +64.5 -72.4 -84.6 +68.5 +61.0 -68.6 +65.0 -85.0 -61.0 +57.8 -57.8 +61.9 +55.0 -81.9 -56.0 +59.0 +52.4 -59.0 -52.4 273/4" +52.9 -52.9 +49.9 .49.9 +472 -47.2 +44.7 381/8" +352 -36.2 +352 -352 +352 -35.2 +35.2 -44.7 -352 +42.6 -42.8 +34.4 -34.4 363/4" +34.0 -34.0 +34.0 44.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x90" HIGH SINGLE DOOR WITH 29° SIDE LITES DESIGN PRESSURE =+87.8 /•87.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x85° HIGH DOUBLE DOOR WITH 381/2" SIDE UTES DESIGN PRESSURE = +70.4170.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE =+43.8 / •43.6 PSF EX. 0 FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4" WIDE x80" HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.11.43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE ml CONNECTION SEE SECTION E -E, SHEET 6 FOR REINFORCEMENT DETAIL. ALUM FRENCH DOOR & SIDELITES, IMPACT orrof nix 8 • 10 +e"wm 11005.1 new= wain 0040 harrarea 0..1. r � ‘ N.L LYNN * i No. 58705 6t4W „' /SS /ONPA -� %'s A. LY k91K4I LL♦M, P.E. FL P.E.# 68705 731P1°MAX 109 SEE NOTE 3 ► f "— --+4+— -- +F- --^SEE NOTE 3 —+1 MAX MAX 95 3/4° MAX. (TYP.) sEE N°TE4OXORXO SEE NOTE 4 oxo SEE NOTE 4 SEE NOTE 4 713/4° MAX. 24 9/16° MAX. DLO (TYP) 963/4° MAX. (n'P.) 84 3/8° MAX. DLO (TYP.) DOOR DLO HEIGHT = HEIGHT - 11318" DLO WIDTH'X' = DOOR WIDTH - 1215/16° DLO WIDTH 70C = DOOR WIDTH/2- 116/18" OxxO 1. FOR RAGE DETAIL$ SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE L ITES OVERLAP 7C AND 50Q DOORS BY 3/4° WHEN ASSEMBLED TO MAKEWt. 'OK, 'OXO' 70CU, 'OXX' AND '0)0(0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE UTE TO 0008 CONNECTIONS (SEE APPUCABW7Y SHEET 2). 8. CLEAR OPENLNG FOR 9C AND 70C' DOORS AS FOLLOWS: (7(' DOORS = WIDTH • 5.648) poc DOOR = DOOR WIDTH /2.4.079) 810E DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8' 01111111 11. k , i¢ No. 58705 A. LYNN M 1! , P.E. FL P.E.# 58705 1051rd ,OC SECT. C-C HORIZ. 'X' SECT. D-D How. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) ' 01 iJ SI. SECT. E-E �•T HORIZ (DOOR WI SIDE LITE SEE TABLES 1 AND 2AND NOTES ON SHEETS 1 & 2 FORAPPUCABtLfY rossasilwrosenximaireamesaumproszor RI Q y + �ti1%lii �Tti'��T { x. it • rr�7t.1 ;. [ZTi1: ;Sr1 T•i,:� u: ! :7�7k?{�{ � c , 113• 17% '1..,01111111111F:T.I7ArriliW',.'177=1/A11111111/11 .r r. t;f41:i1=_i k 13::7ri Zi k =jam � tcT • ( 1i:ia:l firs 11111111111111111 111• 1 i.{ ^{,' 1•+�i - re i:< ;:!i l• y� ..• T ' r/. ?'n -iii 4�i`kiYr'rj;rsi:�4".'<.{ �,t;� { ;:�[{??T '`.iT :c'f T':+ :j �• "liia'�11 `q1v. i4:' • . 7 {';i i•y I.T= (r.;7]�M :.7["�(;+;''i Ty'�::7iiH1:•''�[T[iyiiri}� �Y1'�:�:aa�lii�i� %J'fr�S�� ii%t•: �'3t�` r��i��'.:i1:3.t" jT!iTT•.T•� �� {'!4 � vl[T' �37�Tf?:7T•'�. �i! T {T�I�i�'�L.`T�i:x�i►li:•JYl(T �?�� [�TLl (';' {. {F:� ;�� rT'i �!T'- :ii• =i1 t�lT jj�ic E1 ii:iLli+:7175:1'i. T7T.. • s t�iTYG'f- {r Kripil t.::7j - ;,T,:' ;t T.�1�= �i•1:4.{- �1']l){ I yj;T ^•'�:1�Ij�. :TT+�: "��:1L':� ��a • i✓:� r1s i:+.t�,�F.',T:I,��:a:iy:T•`Y -a i�•�' T� i1iI y PA78 rqr t` awl. Tom': X1GOA f? r z Ej Ea= CrarAill rpr71WitTf fa, -17.1--7 �77r ri I • •,, KAI Kra Lai zing. vza.. [a Lam � °�i= LaL kit. + ip,T4- irriw•7T:•,aI : s_j Y cji lcTT:?:TT PT `7v;VTISTf Vi/:A47=3TJ-E r 1: yXJiilr-i•i. "jum 1E1 LEONE fir_ ETA aium ttrt +Yit:liiimir=lTTIrr i —7,2gT 74 6, Li La mum Li am. ta am. k7= E:1FAIN111-111114 Ifi11f3:i; • {: C%e ?c�iSc1i711F1?F��Ft'_Tira�.Tr: jimukAm T.1- Ti7iiiirs i:�t;n. T_f•i� Cyn'�• ,li'�� CIVII ". ' c11T;jXII_∎JIW LUi 'sx ' :`i':�:iT;�;i? 3�1:7�c7TQ�•Ti %c)� a� "r Q• om= uimm tzTo iAr PARTS LIST AL1A L FRENCH DOOR & SIDELRES IMPACT monde FDtWI GENSf Na. P,•• A. ANAbt4 li PE. P1. P.E.# 58708 » f� f N N l ��O ` .LOVdwr 'saw 3a1S v moo° HJJVilai "VW S37MONd NO107211X3 'BI WNW e09f iQ'd WNW MOWN I L east Ittoaesoumwaaseesmoaet vv urat.ma saav 2e S01I W .1831611011 8014800N down 77 OWL WV Mots Ira le Xd 'Cif Iv tom 'WOO NO 41P.SIOSeageli (IMAM Janata., 91.'9809 BONIN 9.L 13NHVHO 491149 2i3EI1V3M 9.1-9909 99 BWwr lS 91'1809 8a9VT IS 006'1 1:90' 4L9'a -- 911909 ) 119 Is C 91-! 804 a13av3H1s 0 Hakes re aoasar e440 envoy 9.L-E909 O1O149mm eNIMSino 9t.-E Oval ottzne .941E 91-1868 e yr 00re —.-- 1 £t 91 OV38�JNQVIO,91E dram ftr 91.'1908 iveNtlLSV Liati aNI 13NVd VODO 09L' 6L0'a 4441 oos'a --+I 91'1809 INN 3119 1319Vd>:I000 91-9909 ROtlO 4. o '13NVd LIB 09E1 f do 1 HEAD I ZONE ZONE "D° eau sal ZONE C°� ' ZONE"D°' ZONE "D� SEE TABLE 3.. BHT. 9 PEE TABLE 4.. SHT. 9 HEAD HEAD 1-743"2„E„ ! ZONE °F"---1-ZW�VE 1 m SILL SDI SEE TABLE 7.. BHT. 9 NOTES: HEAD h.-Z°O E°`1 0 1-- � -1 SEE TABLE 8., SHT. 9 HEAD HEAD HEAD i JAW ZONE A ---4 I • /.\ '/ <QOROXX \ I ' V' • \� 1 r i M / SILL SEE TABLE 7.. BHT. 9 i_-- D"-1- HEADE. - EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION HEAD f' t—ZONE "F° 'V I ZONE ox A. 19" x 83 314" SIDE LJTES "B° AND in "E" ZONE ANCHOR$ FROM w TABLE 7, SHEET 9. 5 PLUS; 8.71 314° x83 3/4° a DOOR ZONE 1 "F° ANCHORS FROM TABLE 4, SHEET 9. EACH °F" ZONE SEE EALED VALUES, SHEET 9 TOTALS (4) TYPE 1 OR 2 ANCHORS 1— ZONE "D�ZONE"E°' EACH JAMB AND 2+.8+5 +2 =(14) BEE TABLE 8.. $HT: 8 TYPE 1 OR 2 ANCHORS AT HEAD AND AT SU . amazwaoasphomi Artioessovi siormoDirr/ 2- SEE TABLEL SHT. 9 ALSO USEQ AS AN EXAMPLE OF ANCHORAGE FORA 83 3/411 UNIT. 71 3/4"W IOC DOOR WITH 19°W SIDE LI TES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 114 ELCO TAPCONS 2.1/4" ELCO 8S4 (ta 1 ft-FLEX MASONRY ANCHO ANCHORS 3.812 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE) SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. (Ali) : 131/4° MAX. FROM CORNERS AND 23118" MAX. O.C. HEAD; SIU.OF DOORS: B° MAX FROM CORNERS, 9° MAX. FROM ASTRAGAL CENTERS AND 20 70 MAX. O.C. HEAD 8 SILL OF SIDE LTTES: 8" MAX. FROM CORNERS AND 243/4 MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER 70 THE APPROPRIATE TABLES ON SHEET 9 TABLE 3. $ DOORS 088 ANCHOR & MIMS 'X'- TO 37 ' A, 8,C.D 2.3 WOOD IA COM LOAD ZONES WIOIH x W. 28.60 x78. n ©nci© 83. =DE ©DE 01313013 DEDDE L OQDu© oEQO© 0EE10B 07. 0EFIO ©3 91. 91 +� ©QO ©6 91. i3 ©MO ©6 8a. 2880x79 :`DEMOB 3 68.75x79. oiMOE 3 'DEMO© 5 87. DEMO0 8 lD ©Mil© 5 • 31.50 x78. +DEMO© 3 5978 x 797 n©M0o 5 53.' 97. 1 ffOE 8 87. 91 ':DEMOS 6 91. fEmn ©8 96.' 33.50 x ': 'Min 131 83.75 x79. 83. D ©MO® 6 87. • fl ©MO© 5 91.•©fl1oL106 1113E1LIE1 s 38.50 x78. - •Qualm 8 83 -'Q ©MD© 8 �.7 l3 ©MO© s 957''Q© 10 O© 6 �._DB1oiJ© s 3750 x79 0©000 6 83. -'n®M'O© 5 $7..UOtoffs 91. f%Q 10 O© 6 ;BLUE 10 cl© 6 87. 91. 96. 27.80 x78. 83. TABLE 4. DOORS (ALSO g DOOR OF _.._ GLASS WRITS ANCHOR & �81RA MEWS 10: -47 TO 71. -' • & 0.1 A,B,C,D $3, WOOD 1.2 CONE TABLE S. Q SIDE UTE mass LDA020NES =NH x HT. 3 47.78 x78, 3 83. 3 4 7D J 3 87.7 ,8 4 7OMI 3 91.'-: $ 4 7 BEI 3 88. ,E1/1131111113E1 3 81.76 x78. 6 4 7 D© 3 83. ,iOU �d . �E7[i70© CQO© 81. 0© EMI . 0© nr�Mm 00 •{ DD DQ D© 1_ Ca�I1M1 : 6 10 LllE7Q 5 4 7 8 4 7 8 4 7 3 3 3 3 3 & MANTRA °O°- 10. TO 38.7 A. R. C. 0 2.3. WOOD L2.CORO TABLE O. (LO & GLASS ANOKA & SL2i87RA Wow x HT. 10.75 x70, 83. 87.7 91. 86. ri 0 LAADZONES 0 4 1 4 1 4 1 4 1 4 1 3 3 3 8 4 7 8 4 7 Flt F.K. am? 4.4 86N07 91. 95. 87.75 x79 83. 87. 81. 05. 71.75 x78. 83. 87. 81.7 K. $ 5 5 8 8 8 8 8 8 8 $ 5 8 5 6 5 8 8 8 8 8 8 8 8 6 8 7 8 10 8 5 8 8 8 8 7 8 10 7 8 10 3 3 3 5 8 1278x79 4 83,7: 4 87. -+ 4 81. 4 85.76 4 19.00 x79 : 4 a3. 87. 4 81.7: 4 95. 4 2 2 DOOR WNS1H8 4,9.9,0 2.3, WOOD 1,2, CONC LOADZONE8 ODE L1LE 0 0 WDIi4x 4 1 10.78x79. 4 t 83. 4 1 B7 4 1 01. 4 1 99 4 2 127$x79. 4 2 83. 2 4 2 2 4 2 4 2 2 4 2 10.00 x 2 4 2 2 4 2 2 4 2 2 4 2 87. 91. 85. 83. 87. 3 3 5 5 8 3 5 8 6 5 6 8 6 a 5 8 8 8 8 6 9 7 8 10 7 8 10 21.78 x79 :. 87. 0. 27.78x79 93. ' 87.76 91,1 8L 38.13x791 83. 87 81 B5. 4 2 4 2 4 2 4 4 2 4 5 2 4 6 2 4 6 2 4 5 2 4 8 2 4 2 2 2 2 2 2 2 6 2 4 2 8 2 4 2 8 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 38.78 x79 83. 87.7 91.7 96. 8 3 4 3 8 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 21.78 x79. 83.76 87. 91. >& 27.75 x79. 83. 87. 91. 11. 3913 x79. 83. 97.7 BIZ 96. 3976 x 79. 83.7 87. 91. 95, Pol; H.31774 1 0 0 0 0 0 0 0 0 0 0 0 0 TABLE 7. QQ(Q, gQ, QXX mass ANCHOR &•XX 4,90,0 & 9t18STRA 1,2, CORD LOAD21NE8 fln n©� • nn n©.. -n ©'. 0® nn n© 0131 OE) OD Et© 13© ENO n© E!© n© of 1113 ©13 .nn 00 ©n 0 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 APPROVED ANCHOR TYPES: 1.114° ELCO TAPCONS 2.114° ELCO 884 CRETE -FLEX MASONRY ANCHORS 3. 912 SCREWS (138) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. so irlible• Ow. 4 2 101 2/2 1040561. Om 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 S 4 d `'�,,ttttte1I,, 4 3 N,�(LYNN E *,,� 4 3 . �1pENS@ . F'P 4 3 4 3 * • No. 68705 4 3 4 3 ANCHOR QUANTI7YLOAD ZONE TABLES ALUAL FRENCH BOOR & SIDE LITES &'ACT MAI, Dater *8801 MA 9 a 10 118064 C O. ss . OEOF .2+u: ,sss' A. di* M98W8 P.E. FL P.E.# 58708 2X WOOD 1..._1 3/4`."1 314,_..i. BUCK, NOTE 2 3.4 Kg MIN. CONC. I MINED. - I AUNE.D. I IX WOOD . 4,0,.... sum NOTE 2 ........ , •:.%.;;;.!:..;,1. : .... ./ I ...r -7; 41 .........—.,Iiiiw.,.... ___L_,,.... —' di 2)( WOOD BUCK, NOTE 2 3.4 KIN MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 3/4*TYPE 2 1AP MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1318" WOOD ANCHOR ON STAMM CENTERS TYPE 203, NOTE 1 114! MAX SHIM CONC. ANCHOR, NOTE 1 •;, 1 3/r MIN. poottHEAD (cow., 1114" TYPE 1 OR 2 (CAW) W 1 2/8° TYPE I morsq 114" MAX 1 3/4" TYPE 2 (CONC) SIDE LITE HEAD (WOOD) SIDE 114"MAX SRN WOOD ANCHOR TYPE 2 0R3, NOTE I 1 as* TYPE 1 1 314" TYPE 2 1/4" MAX. SlitIVI CONC. ANCHOR, NOTE 1 HEAD (CONC) 1 114° TYPE I OR 2 (CMU) 1 318" TYPE 1 (DONC) j3/4 1 314' TYPE 2 (CONC) " SHIM I/4° IMAX SHIM 1/4*MAX. SHIM 1 393" -WMIN. ED. CONC ANCHOR OM STAGGERED CENTERS. NOTE 1 2X WOOD stm ix WOOD &OA SUCK, NOTE DOOR JAMB (WOOD) NOTE 2 CONC. ANCHOR, NOTE 1 A 0 • 4 ■••."!: 1.8 KM MIN. CMU OR WOANN0R. *-J :::::".• 3.4 KSI MIN. CONC. ' 4 : ; .4. • • . . • -: 9 1:214.E.D. TYPE ..4.0,.. 1 314* MIN. ED. • riii N20TORA g; ief• 1 1.6 MIN. MI OR • 1....0...,:. 3,4 ION MIN. CONC. ii j BOCK, NO7E2 IX WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 DO9R JAMB poNc) EXT IX WOOD BUCK, NOTE 2 1/4" MAX. SHIM -I- •!‘r v.. v 1 11; . ,,.....,-ey0r. 1 318" TYPE 1 3/8" EtIN. I • *, .;•••31-.13. 1 XV TYPE 2 41314. 1-9-- L3.4 KM MIN. CONC. 1 2X WOOD BUCK, NOTE 2 . E.D. DOOR SILL (WOOD) DOOR SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS UISTAU.ATIONSIN MIAMIOADE COUNTY, USE max MINta-DADE COUNTY APPROVED 9.00 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" 884 CRETE-FLEX EMBEDDED 13/4" MIN. (TYPE 2). TIE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314°. FOR WOOD INSTALLATIONS USE #12 SCREWS. GIS (TYPE 3) OR ELCO SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2" THICK. lx WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS tx ARE 1 lir TISCK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO SE ENGINEERED BY OTHERS OR AS. APPROVED BY THE AUTHORITY RAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MAMMAL IS NOT REQUIRED. IF usso, NON-SHRINK, NON-METALLIC GROUT (MO PSI MIN.), (DONE BY OTHERS) MUST FUMY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE 18 WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3/81 3.4 KSI MIN. 2X WOOD BUCK, NOTE 2i SIDE LITE SILL (WOOD) 114" MAX. SHIM 174CA.VS: ai Asslogestwollio2- 110•Nikalllor n- VjgrAW;titi216*L— ear 9fir MIN. E.D. SIDE UTE SRL (CONC) • • ;ft-43 as:Typal 3/4 TYPE 2 ANCHORAGE DkTAILS ALUM. FRENCH DOOR& SIDE WES, IMPACT eratigatt ft* pamer AND NTS1 10 st 10 I 110054 0 t 1111; II/ sssl.,4 804 ists * t40.53103 48L' tqfiwr.11 4,77 C■-•-• 8TAT:Ft...eW IONAt- t%s A. VAIYMILIArP.E. FL P.E.8 68105 MIAMI D COUNTY BUILDING CODE CO 1 E OFFICE (BCCO) PRODUCT CONTROL D ` `1 NOTICE OF A e + ANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 midade. ov/buildin code ECO Window Systems, LLC. 745 W 18 Street _Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. • BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: ECO -Guard Series -100 Aluminum Single Hung Window — L.M L APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.p', sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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 Carlos M. Utrera, P.E. NOA No. 09- 0724.07 Expiration Date: April 08, 2014 Approval Date: April 08,:2009 Page 1 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -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 -08- 2166A, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with 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- 08- 2166C, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 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 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2168, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 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 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. E -1 -007 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09-0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepSTed by A1-Farooq Corporation, dated 02/20/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 2. No financial interest letter, prepared by AI-Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. E -2 o? Carl : M. Utrera, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 �- ❑ A fN VOd HS Corrected �P¢7Rroved ❑ pavise and Husubmit ❑ pef8 -,ar. ❑ Subrmt Spaciti d Itern This rario.w is only for • rl• jl;.ign :oncspt c: _ genLrai 17" this rival 01 a spucine �aI not mcludurapprovai of an ass:Cln 'ul% Contract .,r A,e I'.ntn is a component_ Co raspaalblo So,-. dimension[, to bo colds n+ed and corraistoo at the )ob ite; information that pertains solely to the tabriu+tion processes Or to the means, methods, techniques, sequences and procedures c ConSITUCIiet►, coordination of the Wollt Q all trades; and for performing all viral in a sate an G-lactnry— nnf` A_�1 Date ECO —GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO O MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULUO IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 8. MAX HEAD CORNERS FALSE NUNTINS (SURFACE APPLIED) OPTIONAL D.L.O. (FIX. LITE) 12 MAX. HEAD ' ;t4., �I I 11 JI _ � ITj_� II if cne=. _ =_�_e f. I II R it II II li0u n u I� I li n I h u 1 I u I NO ANCHORS AT SILL 47 3/8 6- MAX. HEAD CORNERS 53 1/8" EQUAL UTES FALSE MJNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATIONS TESTED UNITS ([THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. D.L.O. (41X. UTE) 12' MAX. HEAD I 1 1 ii I' 11 ,_-4-_---..4-_---4--- tl 1� 1 it J� II n II II I� u n �li C I 0 n I. u M0 ANCHORS AT 50.1 47 3/8' VENT WIDTH UNEQUAL LITES (ORIEL TYPE) env: : DR. Ma1AY0UN FAR000 S1RUCn1RES FLA. PE f 16357 CAN. 3535 232003 [m' F 05 10 8 L4 4 3�M z • 8 VA ) drawing no. W09 -08 sheet tot 6 A D.L.O. (FIX. LITE) 12 MAX. HEAD ' ;t4., �I I 11 JI _ � ITj_� II if cne=. _ =_�_e f. I II R it II II li0u n u I� I li n I h u 1 I u I NO ANCHORS AT SILL 47 3/8 6- MAX. HEAD CORNERS 53 1/8" EQUAL UTES FALSE MJNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATIONS TESTED UNITS ([THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. D.L.O. (41X. UTE) 12' MAX. HEAD I 1 1 ii I' 11 ,_-4-_---..4-_---4--- tl 1� 1 it J� II n II II I� u n �li C I 0 n I. u M0 ANCHORS AT 50.1 47 3/8' VENT WIDTH UNEQUAL LITES (ORIEL TYPE) env: : DR. Ma1AY0UN FAR000 S1RUCn1RES FLA. PE f 16357 CAN. 3535 232003 [m' F 05 10 8 L4 4 3�M z • 8 VA ) drawing no. W09 -08 sheet tot 6 EQUAL LOTES WINDOWS DESIGN LOAD CAPACITY - PST FLANGE DIMS. MASS TYPE 'A' GLASS TYPE 'D' MOTH HEIGHT EXT.( +) mu-) E97.(+) tor.(-) 19 -I/8' 75.0 90.0 75.0 90.0 24' 79,0 90.0 75.0 90.0 29 -1/2' 75.0 90.0 754 90.0 32. 29 790 90.0 75.0 90.0 37" (3) 75.0 90.0 75.0 90.0 40" 79.0 90.0 75.0 90.0 48' 75.0 90.0 75.0 904 53 -1/8' 75.0 904 754 90.0 19 -1/8' 79.0 90.0 79.0 904 24' 79.0 904 79.0 90.0 28 -1/2' 75.0 90.0 75.0 904 32' 38 -3/8' 75.0 90.0 75.0 90.0 37' (3) 794 90.0 75.0 904 40' 75.0 904 79.0 90.0 48' 75.0 80.0 754 90.0 53 -1/8' 794 90.0 79.0 90.0 19 -1/9' 790 90.0 794 900 24' 79.0 900 794 90.0 28 -1/2' 79.0 900 794 900 32' 50 -5/8' 754 904 794 90.0 37" (4) 75.0 90.0 75.0 90.0 40' 79.0 90.0 79.0 904 48' 79.0 904 75.0 90.0 53 -1/8' _ 754 904 754 90.0 19 -1/8' 79.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 940 28 -1/2' 754 904 79.0 90.0 32' 83' 75.0 90.0 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 40' 790 90.0 75.0 904 48• no 904 79.0 90.0 53 -1/8' 79.0 904 75.0 90.0 19 -1/8' 750 904 754 910 24' 75.0 90.0 79.0 900 28 -1/2' 75.0 904 79.0 904 32' 78' no 10.0 79.0 904 37' (8) 754 90.0 754 904 40' 75.0 90.0 75.0 90.0 48' 75.0 90.0 754 90.0 53 -1/8' 754 90.0 79.0 90.0 WIDTH EQUAL LITES V V 6 UNEQUAL LITES WINDOWS DE5I0N LOAD CAPACITY - 782 FLANGE DD43. GLASS TYPE 'A' GLASS TYPE 'B' 8001 HEIGHT EXT.(+) INT.( -) EXT.( +) 1NT.( -) 19 -1/8' 75.0 90.0 75.0 90.0 24' 754 90.0 79.0 90.0 28 -1/2' 75.0 90.0 794 90.0 32' 90 -9/8' 79A 90.0 no 90.0 37" (4) 79.0 90.0 75.0 90.0 or 790 90.0 794 804 or 79.0 90.0 79.0 904 93 -1/8' no 90.0 79.0 900 19 -1 /8' 754 900 79.0 90.9 24' 794 940 790 910 28-1/2' 75.0 90.0 75.0 90.0 32° or 75.0 900 790 90.9 37' IN 79.0 90.0 790 90.0 or no 90.0 no 900 or - - 75.0 90.0 53 -1/8' - - 754 910 19 -1/8' 79.0 900 79.0 90.0 24' 794 904 754 900 28 -1/2' 75.0 90.0 75.0 90.0 32' 78' 75.0 900 79.0 904 37' (6) - - 790 904 40' - - 754 900 48' - - 79.0 90.0 53 -1/8' _ - - 79.0 90.0 1/8' HEAT STRD4'0. GLASS 3/18' HEAT STREW!). (BASS 0. 3 .090' INTERLAYER .090' INTERLAYER Cl 811TACRE P48 97 'DUPONT' BUTACITE P48 87 'DUPONT' 2 • 1/8' HEAT SGBND. GLASS 3/18' HEAT STREAM. GLASS UNEQUAL LITES (ORIEL TYPE) SILICONE DOW 899 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 'ngr 0R. HO04701.9 74000 9TRACTARE8 RA PE. If I4557 CA71. 3538 GLASS TYPE 'A' GLAZING OPTION GLASS TYPE 'B' TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS TYPICAL ELEV. FOR SEE ELEV. SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; sEE ELEV. FOR SPX= 1/4" out TAPCON BY 'ITV (Fuw120 Ks, Fy-92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/2' MIN. EMBED INTO CONC. OR MASONRY 1L4 " DIA. TEKS OR SEI C DRILLING =RE!S St (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : I/8" THK. MIN. (Fy = 36 K51 MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF ORR.UNG SCREWS (GRADE 2 CRS) INTO MWdI —DADE COUNTY APPROVED MULLIONS (MIN. THK. (NO SHSI SPACE) DECAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -I/2' MIN. INTO W000 STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE Po . 3000 PSI lAN. MASONRY fm = 2000 PSI MIN. 6 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WI JOINT SEALER. drawing no. W09 -08 Sheet 3 of 8 MIAMI -GAGE COUNTY APPROVED MULLION SEE SEPARATE N0A TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WROTH ITEM / PART 1 DEAD. DESCRIPTION MATRBIAL MANN. /SUPPLIES /REMARKS 8 FY101 FRAME HEAD 8083 -18 2 FY115 FRAME SILL 80&3 -08 3 4 2 FRAME JAMB ME) MTG. RAIL 6083 -18 8083 -16 9 FY105 VENT TOP RAIL 6083 -16 8 PY114 VENT 807Tp1 RAIL 6083 -18 7 FY107 2 VENT 987E RAIL 6053 -76 a FY108 AS ROD. CLARK BEAD (5/18' LAM. GLASS) 8083 -16 811 FY 109 AS R00. GRAZING BEAD (7/18' 1AM. CLASS) 6083 -T8 9 FY118 2/VENT SASH STOP 8083 -75 12 SL203P 2/VENT SWEEP LATCH. AT 12 -1/2' F7NRA ENDS ?AMAX SULLIVAN & ASSOC. 12A e8 x a /8• 2/ LATCH LATCH INST. SCREWS ST. STEEL EH SAS 14 /8x 1' AS RE00. FRAME & VENT ASSEMBLY SCREWS CRS PH Sus 14A /8 x 3/8' 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SAS 15 £207 AS RECD. BOTTOM RAIL SEAT. - SERIES 101 NEOPRENE *0.TR8FAB ;1 16 0203 AS RE00. CUKINC 8E10 BILE' 5ANTOPRENE ULTRAFAB 15 623181 AS RE00. FIN SEAL W'STRIPPINO ULTRAFAB 19 FY117 4/ VENT SASH WOVE CELCWN MAN PLASTICS 1911 #8 x 3/8' 1/ CHAOS SASH CURIE INST. SCREW CRS 014 WS TYPE 8 20 F210 2/VENT SASH BAIANCE SUPERBOOST EN BSI 2011 18 x 5 /8' 1/ BALANCE BALANCE INST. SCREW P 114 SM5 21 AS REDO. (LASS SPACER SILICONE FRANK LOWE 22 5/16' Box SCREEN OPTIONAL 23 FY120 R0811 FRAME ADAPTER 6063 -18 OPTIONAL • W I. drawing AD. W09 -08 4 A1A1a —OADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA MCA. ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Doan DR. fiUM1AYOUN FAROOR STRUCTURES r1A. PE t MST CAN. xre ti 1 drawing no. W09 -08 (sheet 5of 6 J 2.750 FRAME HEAD 2.750 5 FRAME JAMB .519 1.047 ® GLAZING BEADS .909 394-1 r- 0 VENT SIDE RAIL 23 FLUSH FRAME ADAPTER VENT CORNER DETAIL Env, OR. t.91194104.0i FP.R000 FLI� 7 Cu+. 3939 2 8 2009 py� k droning no. W09 -08 sheet Bot 6 s.r _ -r a ,A wo III fi a_ t 13 r € I m I ' a �i t'l SIX. g $ ` a l c: 6 g, !_t] r 5� pr • .? • ! * rte' ? V m : C •-C V °ti ' El ° ,; BUILDING CODE COMPLIA V + PRODUCT CONTROL DIVIS NOTICE OF ACCEP* ECO W. ndow Systems, 745 West 18th Street Hialeah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 P s s 1i (305) 375 -2901 FAX (305) 372 -6339 ‘.6t f 1, e: v v.mamudade.gov/buildinecode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: " Eco- Guard Series-200 " Aluminum Horizontal Rolling Window — L.M.L APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.L)", sheets 1 through 7 of 7, dated 02/24 /2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arsbad Vigor, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LIMITATIONS: MlamiDade Comfy Pmduct Control Approved Shutters OrProtectionDevices Are Not Required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it Rho]] be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence submitted pages E -1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E., M.S. NOA No. ,09 12.08 Expiration Date: 05/27/2014 Approval Dater 05/271200➢ - 03/24/2od9 Page 1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L,M.I.)' , sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Viqar, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 6. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. Hey A. Mahar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 E -1 ECO Window Systems, LLC NOTICE QF ACCEPTANCE: EVIDENCE SUBMITTED 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 011-22304, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 8. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Comparative analysis and Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, sheets G -1 to G -2, CR -1 to CR -27, DC -1, TR -I to TR -5, Ca -1 to CA -26, GL -1 to GL-3, 44-1 to A-4, R -1 to R -3, prepared by Al- Farooq Corporation, dated 03/02/09, signed and sealed by Humayoun Farooq, P.E. Compiles with ASTMEI300- 02/04. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I. Statement letter of conformance, dated April 28, 2009, signed and sealed by Arshad Viqar, P.E. E -2 y A. Maker, P.E., M.S. Senior Product Control Examiner NOA No. 09. 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 72° rt aimurdez- Spellacy Architects, P COIIe808 *paroled m 0 Reje;lad ❑ Rsviss and Re3Tdl eft ❑ Submit Specified Item This MAW is only for �r : rmanco !nrh ter design concept cf • ' ,n.'7i,-:M ;r,9 0' With G j P _ : , y V this r J{Oad d0 net ,^ ,mp,i .it'cE With [ha TKIff,I • $ T,, me pl 4 =:.':IIwG. ^s. Approval 01 a speclfi, , ,I `h,,I; .31 In..h.t0+; 67prcvil of an assentor; iS a Component. Contractor rospoisibla frr tymensions to bD confirme and n;ratsted at the jobsite; information th pe- tei•IS solely to tlw fabrication processes to tha means, method`, techniques. maw OflC and =TOcederes of C0318guctiar, WOId�18b1 of kip Work al all t adsc and for perform` a safe 8 set 0, a �a 3 1/2° MAX. WINDOW WIDTH 4^ CORNERS 0 I- � ; O II / ii � i %i 1 © I I I� t.. 4 RI FALSE MUNTNS ( RFACE APPLIED) -- 31 1/4' 32 3/4' .1 1g MAY BE USED V. O.L OPG. 35 3/8' 0.1... OPG. ECO —GUARD SERIE$ -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE RETIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 3 1/2° MAX. HEAD /SILL CORNERS 4 111' WINDOW WIDTH 10 5/8' MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE 1 BE USED TYPICAL ELEVATIONS 32 3/4' D.L OPG. 36 7/8° vENT WIDTH 1/8° HEAT STREN'D. GLASS 1/8' HEAT STREAM. mass .050° INTERLAYER .090° INTERLAYER BUTACITE PUB BY 'DUPONT' SENTRYOLAS PLUS BY 'DUPONT' 1 /8° HEAT STREN10. GLASS 1/8° HEAT STREN'D. GLASS SILICONE SILICONE DOW GE SCS 2000 899 DOW CORNING �0 889 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS 32 3/4° z 1 �O � z 8‘ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Env PASHAS VIOAR CIVA. FLA. joPE 158883 APR 2 4 2009 b _b, drawing no. W09 -12 (rt,eet 1 of 7 =_JL / /1G =_ r=I)''I _il 8 Ir;; _ - _ 1 %1 if- -_ sr,'- , Ir / /L= FALSE MUNTINS (SURFACE 1 BE USED TYPICAL ELEVATIONS 32 3/4' D.L OPG. 36 7/8° vENT WIDTH 1/8° HEAT STREN'D. GLASS 1/8' HEAT STREAM. mass .050° INTERLAYER .090° INTERLAYER BUTACITE PUB BY 'DUPONT' SENTRYOLAS PLUS BY 'DUPONT' 1 /8° HEAT STREN10. GLASS 1/8° HEAT STREN'D. GLASS SILICONE SILICONE DOW GE SCS 2000 899 DOW CORNING �0 889 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS 32 3/4° z 1 �O � z 8‘ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Env PASHAS VIOAR CIVA. FLA. joPE 158883 APR 2 4 2009 b _b, drawing no. W09 -12 (rt,eet 1 of 7 DESNGN LOAD CAPACITY - PSF (80. OX OR XX SIZES) WINDOW DII8. A 6/0 000'. WITH REINF. C14E9 74P2 'A' GLASS TYPE '8' 190TH HOW EXT.( +) NT.( -) EXT.( +) NT.( -) 28 -1/2" 74' 4 70.0 800 80.0 90.0 3Y 28' 4 70.0. . .0 -; 80.0 90.0 53 -7/8' (3) 8 70.0 800 80.0 000 74' 74' 8 70.0 80.0 80.0 90.0 28 -1/2' 108- 1/4';.. 4 704 80.0 804 004 37' 38 -7/8' , 4 704 8010 . 80.0 90.0 53 -1/8' (3) 6 70.0 1 10 :. 81.0 00.0 we 108 -1/4" 8 704 800.„ 80.0 804 26 -1/2" 111' 4 70.0 80.0 `80.0 00.0 37' 5D -5/2". 1 4 70.0 804 80.0 004 53 -1/8' (4) ' 9 704 800 80.0 90.0 74" 111' 8 S/0, 10:0, 894 904_ 26 -1/2" 72' 4 700 804 80.0 00.0 3Y 63 88.8 77.6 8.0 90.0 63 -1/8' (5) 8 70.0 70.0 810 80.0 74' 108' 8 70.0 70.0 804 80.4 24' 72' 4 70,0 80.0 10.0 ` 90.0 38' 84' 4 70.0 80.0 80.0 90.0 48' (2) 8 700 804 804 804 80' 108' 8 70.0 80.0 800 90.0 72' 72" 8 70.0 80.0 80.0 90.0 24' 84' 4 70.0 80.0 80.0 90.0 38' 98' 4 70.0 10.0 80.0 80.0 48') 108' 8 70.0 810 80.0 90,0 60' 72' 6 704 80.0 800 90.0 72' 64" 8 70.0 804 80.0 90.0 24' 98' 4 70.0 80.0 80.0 90.0 38' 108' 4 70.0 80.0 80.0 90.0 46' ) 8 70.0 80.0 80.0 90.0 80' 8 70.0 80.0 80.0 90.0 72' 8 70.0 800 80.0 90.0 24' 4 70.0 800 80.0 90.0 ' 38' 4 70.0 80.0 60.0 90.0 48' ) 6 704 70.0 80.0 90.0 60' 6 70.0 700 80.0 90.0 72' 8 70.0 70.0 800 87.6 A o NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW D1I88. 0/0 MP. WITH REINF. OI6SS TYPE 'A' CLAW TYPE '8' 010TH HEIGHT EXT.( +) E07.( +) 807.( -) EXT.(4) INT.( -) 74' 8 9 70.0 804 80.0 900 108-1/4' 42 12 70.0 800 800 900 111' 12 12 70.0 80.0 800 90.0 74' 384/B" ` 8 700 80.0 80.0 80.0 108- 1/4';.. (3) 12 70.0, 800 800 8110 111' 12 12 70.0 80.0 80.0 90.0 74' 90 -5 /8" 9 70.0 80.0 80.0 904 108 -1/4" (4) 12 70.0 80.0 80.0 90.0 111' 12 70.0 804 80.0 90.0 74' 9 9 70.0 70.0 80.0 900 408 -1/4' 9 12 70.0 70.0 80.0 82.8 111' ') 12 70.0 70.0 80.0 80.4 72' 12 9 70.0 80.0 80.0 80.0 84' 24' 9 700 80.0 800 90.0 96' (2) 12 70.0 80.0 00.0 90.0 108' 12 12 70.0 80.0 80.0 90.0 72' 9 70.0 80.0 804 90.0 84' 38' 9 700 80.0 80.0 90.0 96' (3) 12 70.0 80.0 80.0 900 108' 12 12 700 80.0 800 90.0 72" 9 9 70.0 80.0 800 90.0 84' 48" 9 700 800 800 90.0 98' (4) 12 70.0 80.0 80.0 90.0 108' 12 70.0 100 80.0 90.0 72' 9 704 70.0 600 800 64" 80" 9 70.0 70.0 80.0 900 98' (5) 12 70.0 700 800 90.0 108' 12 700 70.0 60.0 87.8 A m N0. OF ANCHORS PER HEAD & SILL ( ) N0. OF ANCHORS PER 4IUd8 (1/70) ci% (1/371) (1/39) OPERATING VENTS TO BE 1/3 OF THE 0440084 480TH 'xOx' DESIGN LOAD CAPACITY - PSF (80X SIZES) WINDOW DD83. A 0/0 IO NE, WITH 850746. GLUM 1798 Iv 01001 TYPE '8' 84010 HECHT EXT.( +) NT.( -) (e.( +) mg...) 74" 8 70.0 80.0 90.0 80.0 108 -1/4' ) 42 70.0 804 810 900 111' 12 70.0 80.0 80.0 800 74" 8 700 80.0 800 00.0 108 -1/4' 38 -3/6' (3) 12 - - 80.0 900 111' 12 - - 804 90.0 74' 50 -5/8' 9 70.0 800 80.0 90.0 74' 63' 9 70.0 70.0 80.0 90.0 (5) 72' 9 704 80.0 80.0 90A 84' 244" 9 700 800 800 80.D 88' (2) 12 70.0 80.0 80.0 90.0 408' 12 700 800 800 90.0 72' 9 70.0 804 800 90.0 84' 38' 9 700 80.0 80.0 90.0 or (3) 12 70.0 80.0 80.0 904 108' - - 80.0 90.0 72' 8 70.0 80.0 80.0 90.0 84'' 9 700 704 80.0 900 96' () 12 700 70.0 800 90.0 72' GO' 9 70.0 70.0 800 900 (6) A = N0. OF ANCHORS PER READ & SILL () ' NO. OF ANCHORS PER .10148 (1 /4W) 4 OPERATING VENTS TO SE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT ExT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. 0 a11s g 3 g NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DC405 -0E0 -219 taw: NOW GA1t RA PE 1_38813 CAN WM 3/)- APR 2 4 2009 (sheet 2 of 7) TYPICAL ANCHORS SEE EL SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING H A -OADE COUNTY APPROVED MULLION & MULL= ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES Wi 3/8- X 2 -1/4° WEEPHOI.ES AT EACH END AND 37° O.C. MAX. S T: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. TYPICAL ANCHORS: sex ELEV. Far sPAaNG 1/4" DA. TAPCON BY 'ITV (N.120 MD, Fy.92 KV) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 1/4 ' DIAL TEKS OR SELF DR..LING SCREM3 (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1111_2WELL11111 RAG erg (GRADE 2 ate) INTO MIAMf -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0900 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MAN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. ' MT- fir/BM CONCRETE fc • 3000 PSI MIN. MASONRY fm = 2000 PSI EN. SEELL ANCHOR$ SEE OLL1'. FOR SPACING drawing no. W09 -12 XO LAYOUT XOX LAYOUT cm, 415140 '40N4 Mme. BM APR 2 4 20D9 N g r 41 drawing no. W09 -12 (sheet 4 of 7 ) • 1.087 - 7t5 j 1 3/18° 1. TTEM PART # quANT11Y mamma MATERIAL 61ANPf8BPPUER /REMAPXS to ` _ 8 1 2.750 1 FT201 1 FRAME HEAD 6063 -75 2 FY202 1 FRAME SAL 5553 -T'+ O 1 6r 8 h 0 i �a1 4�y¢ �{�R X6 d Ii pgy- �a 0 �d 1 S 0 1 ii1 3.249 r .813 [CI. I i i '� .500 1.718 f ,I� i {'i' %: c � ! _ S F7203 1 M. TRACK 64SERt 6063-76 _ � \J VENT t.s3a .615 NY20S AS RM. NOV. FRAME JAi� 6063 -T6 •082 5 F7101 AS RE00. FOXED FRAME JAMB 6083 -76 - fa ,r STEEL REINFORCING 6 60104 ,/ VENT FOXED M. RAIL 6083 -78 - 1.tao --1 TOP /BOTTOM RAIL 7 F9,08 1/ VENT VENT INTERLOCK 6063-TS - 8 67208 1/ VENT 341 8 S,ILE 6063 -T6 - 9 FY107 2/ VENT TOP AND 9070011 RA4 8083 -78 - .5,91 -y i ,0 67108 AS iffOD. GIA2FNG BEAD 8083 -TB - 2.095 1.250 11 - AS RECD. REINFORCING BAR STEEL O t.140 -+.-- FRAME ,.610. -- HEAD Xa - AS MoD. RF ORfItiG 8M sew. - p_ J19 + .045 .eo3 13 :7204 AS RTE00. A00-ON SDI. RRSER 8083 -76 USE AS RE00. 14 P7208 4/ VENN ROLLER NOU599G & GUIDE GE1.509 - 1.140 .ELMI 2.246 082 15 F7209 2/ VENT ROLLER - 1.IQO�X.-1.Bt0 2.501 � 1.047 f0 CLAMS BEAD 18 FT2fo 2/ VENT BOILER PIN sr. STEEL - 17 08 5 1' AS REOD. FRAME/VENT ASSEN97 555593 f P.N. 51� -_� t. p Y3 18 8 if 3' 2/ VOW FOX. RNL SILL SCREWS (�1 ENO) M5 P.N. SMS pe 1.346 - JAMB STILE 69 923181 AS MD. FIN 5PU WSIFFIPPING - ULTRAFAB 3978 .813 f 1 ,.ate, 71 .078 i 20 03007190 AS MM. BULB SEAL 0-LON SCHLEGEL 21 E207 AS RE05. BULB SEN. SANTOW NE ULTRAFAB 22 E203 As 5000. GLAZING BEAD BULB sa9ROPR 645 uITRAFAB �-- -2.063 1.250 23 A5 5000. GLASS SPACER SILICONE FRANK LOWS 24 SL203P 2/ VENT SWEEP UOCN - 5ULLNAN & ASSOC. 25 08 5 1 /8' 2/ IA7CN LATCH 91ST. SCREW 5T. 51EEL OH 915 ,.'I� I _Ogg � , i 1.340 26 WA2X. 2/ 90W. WEEP VALVE - PREFERRED Eta.. fH TS 27 1/ VENT s/16' 8671 SC1tEEX.! OPTIONAL 28 M20 - FLLXSH FRAME AQAPIER 8083 -T6 OPTIONAL Q _ "MIAs �„ - .., / ° ,-, 1.744 WE(** RAIL 2.7SO Q FRAME SILL 2.188 ----( ! -s I. 1.314i� 1.422 ^� 1.202 .360 ,312 .082 p SILL TRACK O 1.375 FIXED MTG. RAIL 7� .500 .187 2.750 _r______1 .� 1_s 29,2 ab,2 �Lr , - -_,. 2.750 am d gs >.{$ 5 y$ $ ° '�q�X C gy 3 t env: WON RA. C N3539 3 APR 4 2009 .S� ..082 789 i .. 1 iI v --tom I1 {dAr�awiinng FMp. 9109- 1 2 -y IF- 4 MOV. O -- I .874 -1.887 FRAME JAMB s flxEO � f L.889� 1.889 FRAME JAMB 2.811 2 � FLUSH FRAME ADAPTER sheet 6 of 7 ) YEyr TEZ8OTr LcO N RS FRAME BOTTOM CORNER Fu ite63 CnN. APR 24 2009 ew§baet **wpm V �itrae eg nom W09 -12 (sheet 7 o!,7) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 168296 Permit Number: MC -12 -11 -2383 Inspection Date: May 07, 2012 Inspector: Perez, JanPierre Owner: , DUSA ACQUISITION LLC Job Address: 455 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RAMA AIR CONDITIONING INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number (305)496 -7442 Parcel Number 1132060140140 Building Department Comments REPLACE 4 TON AC DUCTWORK REPLACE ql 79 5(7/7 Passed Inspector Comments ra Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 07, 2012 Page 1 of 1 L ��