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WS-14-738Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-210791 Permit Number: WS -4-14-738 Scheduled Inspection Date: September 30, 2014 Inspector: Rodriguez, Jorge Owner: ROSSETTI, JOHN Job Address: 549 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER rsunaing uepartment comments Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060140740 REPLACING AWNING WINDOWS WITH NEW IMPACT Infractio Passed Comments CASEMENT WINDOWS I INSPECTOR COMMENTS False September 29, 2014 For Inspections please call: (305)762-4949 Page 1 of 31 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 29, 2014 For Inspections please call: (305)762-4949 Page 1 of 31 BUILDING 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 PERMIT APPLICATION FBC 20 10 Permit No. Master Permit Now 's �"— Permit Type: BUILDING ROOFING JOB ADDRESS: 5119 4l City: Miami Shores County: Miami Dade Zip: �3l3� Folio/Parcel#: Is the Building Historically Designated: Yes NO K Flood Zone: OWNER: Name (Fee Simple Titleholder): t4— s'S£"Cl~,! Phone#: Address: city: (kft State: rL zip: ,33!.38 Tenant/Lessee Name: N Phone#: Email: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ IQ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New *epair/Replace ❑Demolition Description of Work: Color thru tile: Submittal Fee $ `L30- Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 17 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 subject to attachmen . Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which pccurs en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv and einRection fee will be charged. nem• ,i• Agent The foregoin instrument was acknowledged before me this 1 day of A , 20 1, by'S049,J `20�!51UT7 , who is per onally known to me or who has produced C:� I r7 As identification and who did take an oath. NOTARY PUBLIC: mlen Sign: 060 Print: ��rr (<1 My Commission Expires: 0 R 11) APPROVED BY Contractor The foregoing instrument was acknowledged before me this day of .20 _, by who is personally known to me or who has produced Plans Examiner Structural Review as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT ADDRESS: -- lfryg.. Aze 915 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7). And I have read and understood the following disclosure statement, which entities me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must sOpervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initia 2. 1 understand that building permits are not required to be signed by a property owner unless he or she ponsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit I understand that ay protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her na a instead of my own name. I also understand that the contractor Is required by law to be licensed In Florida and to list his or license numbom on permits and contracts. Initial 4. 1 understand that I may build or Improve a one family or two-family residence or a farm outbuilding. I me Iso build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or tantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initi 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons wo ng on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property'owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those Injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 1— Initi 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor wh s not licenses to perform the work being done. Any person working on my building who is not licensed must work under direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Inrd 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will a e by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Infvenuue 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal ice,the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or httoAmwm&oddalicanse.com/dbor/pro/C*lilbrindox.htmi In. 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands1 am the party legally and financially responsible for the proposed construction activity at the following address: XY9 Ne 95�S 0/6911 ardQ5 `G 3.3139 <. Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the in ation that I have provided on this disclosure. Intmaybe Ucensed contractors are regulated by laws designed to protect the public. If you contract with a person who a license, the Constr4uction Industry Ucensing Board and Department of Business and Professional Regulatible to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when : the permit is issued. Was acknowledged before me this day of �ti�� 20 Src- who was personally known to me or who has Produced there Licenser __��,t D�s identification.If If Miami -Dade County, Property Appraiser's Office: Sketch . y W i M bow S17-1-:7 + A3F-ic5a C3) W -z- 3:x Yv Ci #3 3? 1 39 C 56 ysx () .a� Important Me age Page 1 of 2 Miami Shores Village APOROVED BY DATE l ZONING DEPT Adjusted Area: 1,516 Sq. Ft. S �i'C_DG DEPT The Property and set or << ,1A lli.li CT TO COMPLIANCE WITH ALL FEDERAL a ,!/�.TI IPJ!) i:(?I IP! IY I�lll FS AND REGULATIONS ffam de.cov/raxcolledor/) Folio: 11-3206-014-0740 Actual Area: 1,664 Sq. Ft. Address: 549 NE 95 ST Living Area: 1,376 Sq. Ft. r Adjusted Area: 1,516 Sq. Ft. S � The Property and set or collect taxes. Pease vWft the Tax Collector's ffam de.cov/raxcolledor/) dkectiy for addWonal information. RECEIVED ApCEI APR 1 6714 0_(hnmlwww.racebookcam/MlamibadePA) lhtlps/NwBercromlA9iamlDadePA) g� y — — g Sketch Viewer Folio: 11-3206-014-0740 Actual Area: 1,664 Sq. Ft. Address: 549 NE 95 ST Living Area: 1,376 Sq. Ft. Owner: JOHN C ROSSETTI & Adjusted Area: 1,516 Sq. Ft. DAVID M HOLTQUIST GRu 3f*lq 37YSa- le 4^ b F_ DIVE Lv- �s%As? Click here to see Sketch SubArea Descriptions (htip://www.miamidErde.govlpallibrarylsub-area-desofptfons.pdf) Generated on: 3/10/2014 �R_ '°GY-5a Disclaimer: The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current.inforrnation on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disdaimer.asp �5P)c 6X qYY Xfd WA B V_ Exemptions & Real Estate . Tangible Public Records Online Tools Tax Roll Benefits Personal Administration Property http://www.miamidade.gov/PAPortaMopertySearch/Sketch.aspx?Folio=1132060140740... 3/10/2014 a f• I, RAMMS ENGINEERING 24 `, iKd=.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 R'o'bert S. Monsour, P. E. FI # 11955 / 0006024ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C Far the 175 mph Wind Zone jCATEGORY 2 Height Maximum 10 1.00 Effective Wind Area or; Trii utary Area 20 30 40 ; 0.95 0.92 0.89. in Square Feet -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 I 50 60 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 ; I 41.7 41.1' 40 49.4 47.2 45.9 44.944.2 -49.1 43:6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone ;CATEGORY 2 .Height (Maximum) Effective Wind Area (or, Tri utary Area) !in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 j -41.9 -41.4 25 -48.4 -46.4 -45.2. -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4=52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone ATEGQRY 2 Heighfi (Maximum). Effective Wind Area or, Tri utary Area n Square Feet 10 20 30 40 50- 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 48.3 .-46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 • -47.3- 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 '-58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2. -60.6 -59.4 Length of End Zone (a): 10% of least horizontal dimension or .4 h;, but not less than 4% of least horizontal dimension or 3 ft. (h = mein hichever is s roof heidhfi i f ). NOT.F„AL\L$°o REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKE N FOR FLAT ROO se. i,o NfikM MIAMI -DADS COUNTY, FLORIDA is PRODUCT CONTROL SECTION DEPARTMENT OF PERNIM ING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 A�-FAMS (PIMA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (780 315-2590 F (790 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade. /cera/ BS Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA- Product Control Section to be used in Miar6-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 Miamt-Dade County) reserve the right to have this product or material tested for quality assurance pwlwses. if this product oir-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 rine High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AI.rFwooq Corporations, dated 04/26/04 and last revisal on 03/05/12 w/ revision "F', signed and sealed by Javad Ahmad, 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. MI53ILE 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, model/ series and following statement: "Miami Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur ager the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or pry. 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 revisem NOA No. 0"W.03 and consists of this page 1, evidence pages E -i and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Janne D. Gascon, P. E. /{4 �r- h CAU%n NOA Na 12-0308.37 Expiration Date: September 16, 2014 Approval Dam May 31, 2012 Page 1 ES Wkdows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBM= A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submititcd wider previous NOA Na 0"712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 80 prepared by AL-Farooq Corporations, dated. 04/26/04 and last revised on 03/05/12 w/ revision "Fm, signed and sealed by Javed Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D -A' fixed window, Grade 10, Level LV 1 per ASTM F 58", Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s M,3810, dated 05/16/03, VI L-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Subm&W under previous NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by AiFarooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. E. (Submited under previous NOA No. 09-0825-03) 2. Glazing complies with ASTM E1300--98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D Gascon, P. Product Control Sedion Supervisor NOA No. 12-4308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 ES Windows. -LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUMD F. STATEMXNTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 02!24/12, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dazed 08/21/09, signed and sealed. by Arshad Viqar, P. E. (Submitted under previous NOA Na 09-6825.03) 3. Laboratory compliance letter for - Test Reports No.'s FTL-3810, data! 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenesfmtion Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 0-071201) G. OTHERS 1. Notice of Acceptance No. 094825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions — L.M.I ", approval on 11/10/09 and expiring on 09/16/14. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12 4308.37 Expiration Date: September 16, 2014 Approval Date: May 31, 2012 E-2 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE WCUIDING HILI VELOCM HURRICANE ZOITE OMM. AIL mem PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS INE WING LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. OD WOSUCK BY ODOM. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAD. BE AS LISTED, SPACED AS SHOWN ON OETAW4, EIM DTffNT TO am MATERIAL SHALL K BEYOND WALL WAR" (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF TIK APPROVAL A LOAD D MUM INCREASE IS USED IN DESIGN OF ANf7ORII INTO WOOD ONLY. MATERULR INCLUDING BUT NOT LIMITED TOAL SLYiErii3, THAT COME INTO CONTACT WITH OTHER O�GWAR BHUII MEET THE REWIREIIENTS OF RIE ROM SLOG. CODE SECITON 2003.8.4, INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP I DETERMINE DESIGN LOAD REMM D PER ASCE T FOR PARTIC" OPENINGG, IM -2 USE WAMI—OADE COUNTY APPROVED GLAZING PROW= MEETING ABOVE LOAD REGWREME IS. ,STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN OEM LOAD SPECIFIED IN STEP T ABOVE. USING ANCHOR TYPES ON SHEETS S THRU 8 AND ANCHOR MARTS STEP 9 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE OEM LOADS SPECIFIED Of STEP T ASOK. f/' I- - II 9UDdkgC7ollOw�RePlaide Flip CAN. 167 t rodaot drawing no. 06 2012 M04-04 sheet 1 of 8 1.000 .125 ,.000V 31 a Ooo .125 2000 250 1.ota .125 3.000 .125 .125 4AW 1.O0 .ase 125 3.000 COW .125 2.000 .125 8.000 8.000 z R: � .SSB 8.000 .125 .125 .250 < y 1 X 3 X 4 1 X 3 1 X 4 oaf STD. BULLION 6063 -TS STD, MULLION 6063-T8 CUSTOM MULLION 6O63 -T6 CUSTOM MULLION 6O83 -TB 2.000 _l,125 ted 2X6 HEAVY MULUON 6083-T8 2.000 a'ODO125 -7 2X5 STD. MULLION 6063 -TO 2X6 SID. MUL UO SOw-To y ^ x7775 �` � 20� .125 4.000 $ Q ,J ¢1 LL 3.000 .125 W am Ed Ed - Mei. EM DIST. 1/2' FOR 1/4' MA. ANCHORS 3 z 2 Z 5/e' FOR 5/16' Ola ANCHOM ANGLE CLIP 2 X 3 2 X 4 p 8O83 -T5 STD. MULLION 6063 -TB I STD. MULLION 6053 -TB 720 1'690 O 0 .156 TYP. @ 2.750 ssso .125 2.000 3.750 m 4.800NOW g i1atG s OPTIONAL 1/T• 'gyp OPTIONAL 114x• { J A CAM. ��2 1*01) ri'I C.A.M. .A76 �• Ed . Mk E� DW. Ed. 1/2' FOR I% DIA. ANCHORS Ed . M�. EDGE �T. o 1/2' FOR 1/a' WA. ANCHORS 16 i o 08.7 o, no, 5/e' FOR 9/18° DM ANCHORS S/8' FOR 5/16' 010. ANCHORS ed. ig MULUON CLIP 6083 -TB MULLION CUP X63 -TB 0 g 2012 DESIGN LOAD CAPACITY - PSE (TUBE MULLIONS) DESIGN LOAD CAPACITY - M (TUBE MUUJONS) DESIGN LOAD CAPACITY - PSF ('PUBS MUMONS) WD4DOW DIffi8. 1 %, $►D. 1 M. 8T0. L X O CUSTOM 0%8 ETD. 1 X 4 CUSTOM 0X4 BTI. 0X8 STD. 2X8 ETD, $%8 LIEAVY WINDOW DIMS 1 XS 1X4 STD. 1 X 8 CUSTOM $R8 ETD. 1 X 4 CUSTOM M. M. 8X8 ETD. 0X6 ETD. $X8 HEAVY WINDOW DIMS. WIDTH (w) MULL SPAN 1 X 6 CUSTOM 1 XB 1 X 4 M. ETD, ETD. M. 1 X 4 CUSTOM 0%4 $XB M. STD. $X8 STD. 8X6 HEAVY e WIDTH (1Y) LL SPAN WIDTH MULL SPAN a 19-118' 28-112° 30- 37° 42' 48° 54' 80° 66' 72° 38-3/8' 150.0 150,0 180.0 150.0 180.0 150.0 180.0 19-1/8" 26-7/2° 30° 37' 4Z' 48° 84' 60' 08- 1 72° 74-1/4' 1 74.6 140.9 1 115.1 150.0 1 180,0 15MO 150.0 f8-I/8° 28-1/2° �' 37' 42' 48' 94° SO- 88' 72' 12W - 37.9 27.3 88.3 98.7 146.1 180.0 c F ,Q Lay g a 180.0 150.0 180.0 180.0 1800 180.0 150.0 53.8 101.7 1 83.1 148.8 1 150.0 150.0 15.0 - 27.3 - 32.9 69.8 105.5 150.0 180.0 180.0 180.0 180.0 189.0 180.0 180,0 47.8 M.8 73.4 131.3 180.0 180.0 1l�.0 - 24.1 - 38.3 87.7 93.2 750.0 190.0 180.0 1800 150.0 190.0 180.0 180.0 385 728 899 1084 148.9 180.0 150.0 - - - i&B 800 755 1389 1499 780.0 180.0 150.0 100.0 180.0 180.0 33.9 64.2 52.4 939 131.2 160.0 150.0 - - - 29.2 44.1 88.8 122.3 130,8 150.0 180.0 180.0 180.0 150.0 180.0 20.7 58.1 45.9 82.1 114.8 1800 790.0 - - - 220 389 8&2 107.0 118.3 150.0 150.0 150.0 180.0 150.0 1800 Z&4 49A 40A 72.9 102.1 135.2 150.0 - - - - 349 819 95.1 104.7 150.0 180.0 150.0 180.0 180.0 150.0 23.8 44.0 38.7 85.8 919 121.7 180.0 - - - - 309 4&8 SILO. 95.2 150.0 146A 110.0 110.0 180.0 160,0 21.6 40A 33.4 89.7 839 110.6 150.0 - - - - 25.0 42.3 77.8 1 87.3 1 140.1 134.0 180.0 150.0 180.0 180.0 1 - 37,4 30A 84.7 789 101.4 150.0 - - - - 25.7 35.8 71.3 19-1/8" 26-1/2' 30' 37' 42' 48' 84' 60' 88• 72° 80-5/8' 150.0 180.0 150.0 150.0 150.0 180.0 150.0 t9--1/8' 26-1/2' 30- 37' 42° 48° 84• W 88° M° 84" 819 110.1 79.5 1 150.0 1 150.0 150.0 Inc 18-118' 28-1/2° 30" 3i 42' 48° 84° �• 68• 72- 132" - 289 20.5 414 72.7 118.6 150.0 138.2 180.0 180.0 150.0 180.0 150.0 1804 37.2 79.4 57.4 116.1 1500 150.0 1 150.0 - 20.5 - 30.0 52.5 83.4 ISOM 120.3 150.0 150.0 180.0 150.0 180.0 150.0 320 70.2 80.7 102.8 143.5 150.0 1 180.0 - - - 28.5 46.3 73.7 135.4 97.8 180.0 1800 180.0 150.0 180.0 150.0 28.6 56.9 41.1 63.2 116.4 180.0 180.0 219 37.8 89.7 109.0 889 138.0 1329 180.0 150.0 1 150.0 1800 23.4 80.t 36.2 733 1029 135A 180.0 - - - 33.1 82.8 96.7 Z 0 (� 78.2 120.8 116.0 150.0 790.0 190.0 1504 20.5 43.9 31.7 840 89.7 118.8 150.0 - - - - 290 48.1 84.8 689 107,3 103.1 180.0 130.0 150.0 150A 39.0 28.2 -5-FF 79.7 108.6 15MO - - - - 25.7 40.9 78.2 60.2 98.0 MA 1412 180.0 150.0 150,0 - 30.1 25.3 5io 71.8 95.1 180.0 - - - 232 389 87.7 64.7 879 84.4 128.4 150,0 180.0 180.0 - 31.9 23.0 46.0 6&2 86.4 190.0 - - - - 21.1 33.5 519 80.1 809 77.3 117.7 180.0 189.0 160.0 - 28.2 21.1 42 50.8 79.2 148 8 - - - - - �.7 88 4 19-1/8° 26-1/2' 30' 37' 42' 48° 54- 00° 88• 72' 58' 143A 156.0 1500 150.0 150.0 150.0 180.0 10-118° 28-1/2' 30' 37° 42° 46- 84' 60° 68' 72° g8' 349 740 53.3 1041 1500 180.0 180.0 19-1/6- 28-1/2° 30' 37' 42` 48' 84- 60' 68' 72' 144• - 21A - 3" 584 890 150.0 1 W m 1L 7p2 Z Y tip �y M C � , $ Z Q 103.8 180.0 150.0 150.0 1�.0 180.0 190.0 24.9 53.4 36.4 780 124.4 180.0 150.0 - - 23.1 40.4 64.3 118.0 91.7 1472 141.4 150.0 " 180.0 150,0 150.0 22.0 47.2 34.0 08.9 1099 148.0 180.0 - - - 20.4 310 559 104.3 74.3 119.3 114.7 150.0 180.0 150.0 780.0 - 382 279 85.9 88.1 118.0 1804 - - - 280 48.0 84.5 65.8 108,1 101.0 190A 150.0 150.0 180.0 - 33.7 24.3 49.2 78.5 104.0 750.0 - - - - 25,8 409 74.5 87.3 82.0 68.4 1349 180.0 1 150.0 150.0 - 209 212 43.1 68.7 91A 180.0 - - 22.3 1 35.5 852 50.0 81.5 me 1189 t80A mo.11 780.0 - 262 - 38.3 610 SOA 148.8 - - - - 31.5 57.9 45.6 7&8 70.7 107.6 180.0 180.0 180.0 - 23A - 34:4 54.9 1 720 133.7 - - - 2&4 52.1 41.7 88.9 94.3 979 " 138.8 150.0 150.0 - 21.4 - 31.3 49.9 882 i 121.8 - - - - - 25.8 47.4 20.2 61.3 SILO 811.8 129.4 150.0 180.0 211.7 489 60.7 1119 - - - - - 23.6 434 121.9 1804 180.0_ 150.0 $504 150.0 180.0 19-1/8'24J 81.0 37.4 28-1/2' S&O 141.2 135.7 150.0 180M 150.0 180.0 26-1/2' 378 27.0 30' 77.7 124.8 119.9 150.0 150.0 1809 15MO 30' - 33.1 23,9 37' 6&0 1012 97.2 147.9 150.0 180.0 130.0 37• 280 - 42' 95.6 89.1 S8.8 130.3 780.0 1 150.0 1 180.0 42" - 23.7 - 48' 83• 4&8 78.0 74.9 114.0 180,0 180.0 180.0 48° 108' - 20.7 - 54" 432 89.1 68.6 101.3 1419 180.0 150,0 84- - - - SO' X8 824 59.9 912 127.6 150.0 180.0 60' - - - 86' 38.3 56.7 849 829 116.0 180.0 150.0 88" - - - 72- 92.4 820 49.8 760 108.3 140.0 180.0 72- - - - ALL LOADS ARE EXT.(+)/INT.(-). Mm MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHQRS TYPE '0' AND 'E` APPLICABLE TO 4", 5° AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS 78:9 649 48.4 39.2 34.8 302 26A 242 220 20,2 132.7 988 84.6 089 60.4 829 47.0 42.3 38.5 35.3 TYPICAL 160.0 7804 1�2 180,0 11&O 180.0 93.3 180.0 $22 180.0 1 71.9 1321 63.9 117.4 579 108.7 823 98.1 47.9 88.1 MULLION k7DTM (W) TO BE 1 INSIDE RECTANGULAR SHAPE VERTICAL MULLION GLAZING GLAZING PRODUCT PROOU= PRODUCT L Wf ARRANGEMENTS Min 44YAAR Wt 2 CA.N 76502 IONTO' MULLION 5 PRODUCT iGILLION SPAN g a� vmgw 51cro" 8Zpi� pg 0 . 11 i yIt drawing no. M04-04 sheet 3 of DESIGN LOAD CAPACITY - p8F ANCHOR1 WINDOW BINS. ANCHORS TYPE I9.AZINO PROWCf - MULLION SPAN I WIDTH (W} NULL SPAN A WINDOW DIMS. C ,ANCHORS TYPE E 18-1/8° 20.-1/a° 30° 3Y 0.2° 48° 94° 80° 88° 72° 7h1/4° 1140 180.0 180.0 180.0 190.0 es.7 1s4o loss 150.0 1�.0 1so.o 74.0 137.1 88.2 160A rou 80.0 111.1 78,0 1840 !BOTH (YQ NULL SPAN A H C D 8 153,8 37.0 88.8 48.1 98.2 120.2 33.8 82.3 43.7 87.4 109.3 �.8 87.1 40.1 80.2 f 00.2 19-t/8° 2B-1/2° �° J7° 42" 4s° s0.• so` 88° 72° 8r 102b 160.0 133.4 1840' 1110.0 19-1/8° 180.0 180.0_ 180.0 780A 180.0 180.0 28-1/2' t80.0 990A 180.0 180.0 180.0 40s 40.9 70.7 s9.1 lova 732.@ Sea 870. 0.72 eab i1e.1 J2.7 8oA alb 88A toes �.7 88.1 38.8 770. 98.8 27.2 Bab S6A 70.9 80.8 i9-1/8' 28-1/2° 30° J7° 42' 4e• 84' 80° 88` M' 9e• F 180.0 30.` 143.1 t6o.o 160.0 190.0 lsao 180.0 48.4 889 80.3 1248 180A 40.9 78.7 83.1 fOBa iS2.8 sae ssa aeb eJ.o !tea 31.8 80.9 41.3 82.7 103.3 78B 83A 37.2 74.4 @J.0 aa0 482 33.8 87.8 84.8 23A 442 J1A 82.0. JY 118.0 180.0 180.0 180.0 180.0 180.0 180.0 sz@ 109.7 70.9 149.7 t9ao Eos @42 88.1 tSaa 180.0 70.7 131.0 91,9 11t0A 180.0 82.3 11&4 8fA 180.0 180.0 64.8 101.0 70.9 141.7 /80.0 48.4 89.9 83.0 f28A 4r 102.2 180.0 132.9 180.0 1840 118,1 48° 38-3/8° 88.4 180.0 118.5 180A 180.0 O 84° 79.8 147.3 103.4 180.0 160.0 r 80° Iib° 71.6 �.0 152.8 72Gb 93.1 eas 180A 180.0 180.0 t64o �$+ a 7r �,8 110.8 97.8 180A 1840 �! �3 19-1/8° i80A 1>�.0 1�A 180A 1_80.0 28-1/Y 122.8 180A Is�.O 780.0 � 180A 90' 108.8 180.0 747,1 18oA 1lb.0 37' 87.9 180.0 114.4 180A 180,0 42' 77b 143.8 10Db 160A tt10.0 0.9' so-s/e° 87s lase 9e.2 16oA 750.0 s0.° 8D.3 111.7 7814 1840 780.0 w° 60.2 100.6 gas 141n 7>�.a 88' a9a 91.4 84.1 1280. 160A z M° 4a2 839 88.8 117.8 147.0 O 19-1/8° 1485 180.0 180.0 180,0 180.0 n 28-1/2' 107.2 180.0 13!1.4 180.0 180.0 i� U. 84.7 180.0 123.1 180.0 180.0 W 57' 78.8 142J 99.8 t90A 150.0 O] 42° 87.8 128.3 BBA 180A 180,0 t�0 48° 88' 692 109.9 77,0 160A 1�,0 Na M 64° 529 97.6 80.4 1389 180.0 2 ai tf0° 88' 47.3 43.0 97.7 79.7 81.8 88.0 123.1 111.9 180.0 138.9 g_ ZL 72` 38.4 73.1 81.3 f02b 128.J 19-1/8° 138.7 16DA 180.0 t80A 980.0 28-t/r 88.7 160.0 128.3 180A 1l�.0 ORS IiOR�CTALL, MULLION sa° 0.7.2 t6ao 113.0. 750.0 1300 T�YP�F CA OR E TWE .CA oR a 1 RARCHED ECI G" ffi� E Q C �F QQ 1RO1RO �i OLAZINO PRODt1�0T P y ffi ALL LOADS ARE EXT.(+)/INT.(-). ANCHORS AAC.D OR E ro NOTE: AACC O OR E Wt W2 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL MULLION ARRANGEMENTS qn an cm FIQft WIDTH (W) Wt + W2L h 2 � 8 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO dmwing n0.. 4", 5° AND 8" TUBE MULLIONS. ANCHORS TYPE 'A', 'S' AND 'C' APPLICABLE TO ANCHORS 0 �Zp M04-O4 ALL TUBE MULLIONS. sheet et 8 D1i916N LOAD CAPACITY - PSP ANCHOR1 WINDOW BINS. ANCHORS TYPE I9.AZINO PROWCf - MULLION SPAN I WIDTH (W} NULL SPAN A 8 C D E 18-1/8° 20.-1/a° 30° 3Y 0.2° 48° 94° 80° 88° 72° 7h1/4° 1140 180.0 180.0 180.0 190.0 es.7 1s4o loss 150.0 1�.0 1so.o 74.0 137.1 88.2 160A 180.0 80.0 111.1 78,0 1840 180.0 82.8 @79 88.7 137.4 180.0 40.2 88.7 80.1 t202. 180.0 41.1 78.1 83.4 108.9 153,8 37.0 88.8 48.1 98.2 120.2 33.8 82.3 43.7 87.4 109.3 �.8 87.1 40.1 80.2 f 00.2 19-t/8° 2B-1/2° �° J7° 42" 4s° s0.• so` 88° 72° 8r 102b 160.0 133.4 1840' 1110.0 _ 74A 137.1 98.3 180A 180.0 `eaa 121.1 aao lsao leoo 83.0 88.2 88.9 137.9 180.0 48.7 88.8 80.7 127.8 1�.0 40s 40.9 70.7 s9.1 lova 732.@ Sea 870. 0.72 eab i1e.1 J2.7 8oA alb 88A toes �.7 88.1 38.8 770. 98.8 27.2 Bab S6A 70.9 80.8 i9-1/8' 28-1/2° 30° J7° 42' 4e• 84' 80° 88` M' 9e• 88.7 180.0 118.7 180,0 180.0 84.8 t20.0 842 1840 18D.0 87.2 108.0 74.4 148.8 180.0 48.4 889 80.3 1248 180A 40.9 78.7 83.1 fOBa iS2.8 sae ssa aeb eJ.o !tea 31.8 80.9 41.3 82.7 103.3 78B 83A 37.2 74.4 @J.0 aa0 482 33.8 87.8 84.8 23A 442 J1A 82.0. 77.8 19..7/8° 0.e -1/a° 30• 37" 4r 48° 84° 80° 88• M• 9Y 42' 48' 84° 80' 7r 83' 147b 108.7 180.0 180.0 sz@ 109.7 70.9 149.7 t9ao Eos @42 88.1 tSaa 180.0 70.7 131.0 91,9 11t0A 180.0 82.3 11&4 8fA 180.0 180.0 64.8 101.0 70.9 141.7 /80.0 48.4 89.9 83.0 f28A 190A 439 90.8 88,7 +13.4 10.1.7 39.8 7J.4 81b 103.1 1289 38.3 87.9 472 94b 118,1 D1i916N LOAD CAPACITY - PSP ANCHOR1 WINDOW BINS. ANCHORS TYPE I9.AZINO PROWCf - MULLION SPAN I WIDTH (W} NULL SPAN A 8 C D E 18-1/8° 20.-1/a° 30° 3Y 0.2° 48° 94° 80° 88° 72° 7h1/4° 1140 180.0 180.0 180.0 190.0 es.7 1s4o loss 150.0 1�.0 1so.o 74.0 137.1 88.2 160A 180.0 80.0 111.1 78,0 1840 180.0 82.8 @79 88.7 137.4 180.0 40.2 88.7 80.1 t202. 180.0 41.1 78.1 83.4 108.9 153,8 37.0 88.8 48.1 98.2 120.2 33.8 82.3 43.7 87.4 109.3 �.8 87.1 40.1 80.2 f 00.2 19-t/8° 2B-1/2° �° J7° 42" 4s° s0.• so` 88° 72° 8r 102b 160.0 133.4 1840' 1110.0 _ 74A 137.1 98.3 180A 180.0 `eaa 121.1 aao lsao leoo 83.0 88.2 88.9 137.9 180.0 48.7 88.8 80.7 127.8 1�.0 40s 40.9 70.7 s9.1 lova 732.@ Sea 870. 0.72 eab i1e.1 J2.7 8oA alb 88A toes �.7 88.1 38.8 770. 98.8 27.2 Bab S6A 70.9 80.8 i9-1/8' 28-1/2° 30° J7° 42' 4e• 84' 80° 88` M' 9e• 88.7 180.0 118.7 180,0 180.0 84.8 t20.0 842 1840 18D.0 87.2 108.0 74.4 148.8 180.0 48.4 889 80.3 1248 180A 40.9 78.7 83.1 fOBa iS2.8 sae ssa aeb eJ.o !tea 31.8 80.9 41.3 82.7 103.3 78B 83A 37.2 74.4 @J.0 aa0 482 33.8 87.8 84.8 23A 442 J1A 82.0. 77.8 19..7/8° 0.e -1/a° 30• 37" 4r 48° 84° 80° 88• M• 108" 7@9 147b 108.7 180.0 180.0 sz@ 109.7 70.9 149.7 t9ao Eos @42 88.1 tSaa 180.0 41.2 78A 83.8 1072 134.1 38.3 87a 49.2 94A 118.1 31.8 89.9 410. 82.7 103.3 282 820. 38.7 73.8 91.8 26.0. 47.1 SS.1 88.1 82.7 23.1 42.8 J0.1 80.7 782 212 390. 27.8 88.1 889 DESIGN LOAD CAPACITY - PBF ANCHOR1 WINDOW DIMS. ANCHORS TYPE I9.AZINO PROWCf - MULLION SPAN I MADTH � tdtBJ. SPAN A H C D E 19-1/8` 28-1/2' JO° 3Y 42° 46° 94° �° fib' 7r tom' 91.8 133,0 @3.4 7840 1�.0 87.8 Bao 87.4 134b 180.0 48.8 94.8 88.8 119.0 148.8 57.1 B&8 48.5 �b 120.8 32.9 80,8 alb 86.0 1060. i8.e 63.0 37.2 74.4 93A 28.4 47.1 95.1 88.1 82.7 22.9 42.4 28.9 39b 74.4 20.8 38.5 27.1 84.1 87.8 - 38.3 24,8 49.8 82A 19-1/8' 28-7/2° JO° JY 42' 48° s0.` 80° 88° M` 130.• 88.3 10.09 84.9 180.0 1640 47.1 87.3 B1.S 122.6 180.0 41.8 77.7 84.1 108.2 796.3 J3.7 82.6 0.!A 87.7 108.9 29.7 68.1 58.8 77.3 989 aaa 48,0. 33b 87b O4b 23.7 aa.e Son bat 782 20.8 39.6 27.1 64.1 87.8 38.0 24.8 49.2 81b 32.1 22.8 48.7 l38.4 19-1/8° 28-t/2° 30° JY 40.' 4s° 84° �° 88° M° 1aa• 699 170.8 77,8 180.0 1640 43.2 80.0 882 112.J 740.4 38,7 70.7 49.8 99.2 124.0 30.9 87.J 402 80.4 100.6 27.2 80.8 Ja4 70.8 �9 2s.e a4.a Sl.o 8aA 77b 21.2 30.3 27.8 88.1 88.9 - 380. 24.8 49.8 82A 30..1 22.8 48.1 68.4 29.4 0.0.7 470. 81.7 ANCHOR1 OLa2040 PROOtICI' I9.AZINO PROWCf - MULLION SPAN I 1/4' OTA. ULTRACONS _ __ CLIP (1 ON EACH WWO) it 000 co 1/4' M ULTR 1/4- DIA ULTRUMIS 1 PER ANGLE —13 CLIP BMW NULL 814 SMS 1-3/4' O.C. 10N. 2 PER ANGLE 1/4' DI& 1 CUP INSIDE MULL $14 SMS 2112x1 ALUM ANCHORS ME 'B' PAOEIACTB II�wDhOroPlorida ��jj 1/4' DIA ULTRACONS BY 'ELCO' AasoDtaceeNo� ULTRACONB MAY BE HU OR FLAT HEAD SIBSTRATE Ed. - MDL EDGE ow.10m, EMBEDMENT WOOD 1- 1-3/S- BLM 2-1/Y i-1/4- CONCRETE 2-1/2- 1-1/2- FL ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY To BE PROTECTED WDH ALKALI -RESISTANT COATW0.R, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Growing no. M04-04 nheet 5=a8 1/4' DIA ULTRACONS 1/4' DIA. ULTRACONS M�V 4 PER CUP (2 ON EAM WM) 2 PER ANGLE 1 1 j1 11 { I 7{ �j7 y 1�T2j. Sl.-�I FLOATTNG CUP �� WOOD e1lu�sc 1��1 I sNLKI FIT INSIDE MULL i i M2ANOLEB° eDa A 1;'vII SMS J L WIIJ j 1 32402 N 4. PER M,114. i i d{� 1/4° DIA ULTRACONS 1/4' DIA, ULTRACONS Z 4 PER CLIP (2 ONFACH TtDl6) 2 PER ANOIE JJ W J� Z a�� fFG I I = Z ^ 281' YPD4D BUCK j�,Jj Ir-.{ 1! FLOATING CUP SNUG FR INSIDE MULL I I I I I 1 2 X 2 11 1 W ALUM M= .. 1 i 1-324P' A . iU .0 ANCHORS ME 'B' PAOEIACTB II�wDhOroPlorida ��jj 1/4' DIA ULTRACONS BY 'ELCO' AasoDtaceeNo� ULTRACONB MAY BE HU OR FLAT HEAD SIBSTRATE Ed. - MDL EDGE ow.10m, EMBEDMENT WOOD 1- 1-3/S- BLM 2-1/Y i-1/4- CONCRETE 2-1/2- 1-1/2- FL ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY To BE PROTECTED WDH ALKALI -RESISTANT COATW0.R, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Growing no. M04-04 nheet 5=a8 1/4" 010. ULTRACONS FE NULL 14 4 AN 1/4' DTA. ULTRACOIS 2 PER ANW �1/4- Mc ULTmom 2 PER CUP (1 ON EACH WPID) J 1/4' DTA. ULTRACONS BY • ' ULTRAOM NAY BE HEX OR FIAT HTAO SUBSTRATE Ed. - MIN. EDGE Obi. EMBEDMENT WOCO 1" 2-1/2- BLOCK 2-1/2' CONCRETE 2-1/2- 1-1/2' UICATION MES To fl� CONNECTING E ANCHORS TYPE 'D' APPLICABLE FOR 4", 9" AND V TUBE MULLIONS PROIWCI'1 N, IZ` pa�� J� E" N ALL CUPS AHD ANOUM TO Pff SNUO INTO TUBE MUU M ' CUPS OR AHCLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WM ALXAU-RESWMV C=M, SUCH AS BDUNWOIIS PAINT OR WATER-WWTE MEnIAtW"TE LACQUER. ANCHORS TYPE 'C' 0s TV n k drawing no. M04-04 ehaet 8 of 8 1 8/18° DIA. ULTRACON,4 5/18° M4. LIURACONS Ed. 4 PER CLIP (2 ON EACH tggVO) 2 PER AqO� gY ° . °° MN. 't ' • . °i. 4 T • `` .0. � , '�' as Li.. 1 1 4 I 2 X d 1 1 8' ALUM 1�------------- FLOATWO W A I I 1 SNUB FIT Btl�DE ARILI II 1111aG 1 1 1 1 4 SMS I I 4 lie ANGLE I I I I I 1 I I 1 I 1 I I I U) Z t O � r I I I I W m µ'1 1/2°(2) �------------ -� i z 2 f� Z�.. LOCATION OF SCREWS CONNECTING ANOLEB TO TUBES ANCHORS SPE ,E, APPLICABLE FOR 4, 5° AND 6° TUBE MULLIONS i 8/18° DIA UURACONS BY 'ELCO' . ULTRACONS MAY BE NOR FLAT N } �elgr,•J t AHM IX EAR � •o SUBSTRATE FA MN. EDGE OW. MR EMBEDMENT CONCRETE 2-1/2° 1-a/4° mornresxevisBu es wlWBmFlmiAs y ALL cLPs AND MGM TO FIT sNINt INro Tum MuwaNs. eamplytoe j b WITH ALKALI FZSW N1' COATINGS, SUCH AS OUSCONCIM-FET PANT OR BE MOTIECTED A ..0 /, drawing no. WATER-WME MEMACRYIATE LACQUER. 6A r�►pR g 2012 M04-04 sheet 7 of SEE CHART FOR a®t�A 4NTRI�ES 1 rngz MULLION s,o / SM N t/S' THMK ALUM CHANNEL LENOTH TO FIT SNUG INTO MULLION j ; TUK MULLION ASSEM13LY ,4 FH SMS 1-t Y O.Cp.IHM�MI. ACCESS HOLE, f FOR N CAN BE , IN 19TFIER I ; /,0 FN SMS. ;• 1 $PERS I ,- G.C. MOL, I I I � I I I I ,-S/4• x 2• x ,/B° (FGR 2,Tr 3/4• x 2• x ,/B• M (1BY AS CUT TO FIT SNUO WN Tuve ANCHORS DETAIL 11 METAL TO METAL CONNECTION },4 SMS SUBSTRATE I Ed. ++ MW. EOGE mgr.CL TO CL sPACMtO ALUMIrvuM S/S' 1 2- i T; 2. 0308.37 2014 q 8 Iml MAM PRODUCMIAMI DADE COUNTY T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeam/eeonomv ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "S-5000" Outswing Aluminum Casement Window - L. M. L APPROVAL DOCUMENT: Drawing No. W08-08, titled Series "S-5000 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision C dated 02/20/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufachner's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TVAMINATION of this NOA will occur atter the expiration data or if there has been a revision or change in the materials, use, and/or manufachtre 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 Brest of the Building Official. This NOA renews NOA# 11-0223.44 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.12-0820.06 Expiration Date: April 03, 2018 �i10 f% Approval Date: November 08, 2012 / Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBN1rMD A. - DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WWM, titled Series "S-5000 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision C dated 02/20/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Nater 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, Type "B" Window, Grade 10, per FBC 24113.2.1, TAS 202-94 and per ASTM F 588-07 along with marke&W drawings and installation diagram of series S-5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory; Inc., Test Reports No.'s FTL-6294 and F77,4295, dated 02125/11 and 03/16/11, both signed and sealed by Marlin D. Brinson, P.E. (Subm*ed under previous NOA No. 11-0419.01) 2. 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, Type "13" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with market -up drawings and installation diagram of series S-5000 outswmg aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted render previous NOA No. 08-0204. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, and prepared. by Al Farooq Corporation, dated 04/06/11, signed and sealed by Javad Ahmad, P.E. (Subm lted raider previous NOA No. 11-0419.01) 2. Glazing complies with ASTM E1300-04 )Z&.Z - Marne P Product Con NOA No. .06 Expiration Date: April 03, 2018 Approval Date: November 08, 2012 E-1 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 02/21/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0820.06) 2. Laboratory compliance letters for Test Reports No.'s F11-6294 and FIL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11, both signed and seabed by Marlin. D. Brinson, P.E. (Submi!%d under previous NOA No.11-0419.01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0223.44, issued to ES Windows, LLC, for their Series "S-5000" Oatndng Aluminum Casement Window - L.M.I.", approved on 05/24112 and expiring on 04/03/13. kamz"ax Manuel tlpq4 P.E. Product Contro iner NOA No. f22020.06 Expiration Date: April 03, 2018 Approval Date: November 08, 2012 E-2 SURFACE MULTI POW LOCK SEE CKAXT WW. HEUM NO. OF KEEPERS UPTO AT SASH 2r R AO' 3 62" 4 70 S TMCAL ELEBATI N BERM 5000 iAlTT11 M OTIT.MNG CASEWINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER B CHAKTS SHOWN ON BMW 2. o APPROVAL APPLIES TO SINGLE OR DOUG WMA OR SIDE BY SIDE SHUTTERS ARE NOT REQUIRED: COMB 4MONS OF CASMT/GASMT OR CASEMENT WITH SERIES 5100 a FIXED WINDOWS USING MONS IN BETWEEN. LOWER OEM PRESSiJRE FROM CASEMENT WINDOW, FAXED WNDOW npn OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS ��yy{{�� � PRODUCE HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE BemL�Cade Tit FLORIDA BUILDING CODE INCLU0XG WON VELOCITY 4 iii H 0. WORD BUC6 8Y OTHERS MUSE BE ANCHOID PROPERLY 10 TRANSFER gy ORDS TO THE STRUCTURE. ANCHORS SH+LL AS LISTED. SPACED AS SWWN DTH OWLS. ANCHORS EMIT TO a MATERIAL SHALL BE SEYOND WAFT. DROMM OR STUCCO. ANCHOINNO OR LOADING CONDITIONS LOT SHOWN IN THESE DETAILS ARE PRIonamwvm NOT PART OF THIS APPROVAL A A A LOAD DURATION NCiE'ASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Amwing rw. MATEABALS INCLUOM BUT NOT LIMITED TOMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATMS SHALL MET THE W08-0$ REQUIREMENTS OF THE FLORIDA BLDG. CODE SECT= 2003AL4. I e.oer_s. 30 Dd 38 I 30 5,W td D.L CPO 33 71W n THESE WINDOWS ARE RATED FOR LARGE k SMALL. MME IMPACT. B o SHUTTERS ARE NOT REQUIRED: � a npn Amwing rw. W08-0$ eheot 1 1 4", d;q;mge Balift 1612- op 0 2- AA 12f I NOTE: OLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. 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OUSTS) AND FLORIDA BUILDING COMMISSION m u DECLARATORY STATEMENT WMB-OEC-218 Sy, O9rt 4WDOgg, ,®71 u 9Y1} _ _P6j_90b92S � � ®� z01z a NA. avos-oe YF 9 HEAT SIREN'D CLASS INTEIGAYER BUV41TE WB Litt 'OUPW f/G' HEAT STRENb GLASS rsuco E HEAT STRFNb CLASS SO INTERLAYER !I•ACITE PVB BY 'OUPOW -I/8' WA STM D GLASS SERE OOT CORMW M/2137 4 HEAT SM*D CLASS OW INIELLAYER sEMRYCtAS or 'DUPONT, r-1/81 NEAT SIREN'o CLASS NEAT STfLSN'O GLASS W INTERLAYER -34na m im 'LT~ -I /W HEAT SIREMD GLASS SILICONIZ DOW CORNING M/959 V, F 1 11 T� h ii M� r c� � I I r--[ • �� c�� i t—(i I t�I,C:7LJ„ mu GLAZING OPTIONS n � •0 Np'�; • �tA PE 7�B$ � TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. drawing no. .i R ©� 241ti W08-08 ANCHORS f. eatN SPACING SEE SEE ELE�V.'CAL FOR MM -DARE COUNTY APPROM SEE ARAM NOA ANS WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sm Eum eat sPAcm I A!, OIL ULTAACON 9Y 'ELCO' (F.- 177 MO. "1765 KW) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' 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 1-1/4' MIN. EMBED INTO CONC. OR MASONRY Am sMs ea SL's' QI WNG SCRIMS (Gum 2 aa) INTO MJAMI-RADE COUNTY APPROVED MULLIONS (MW. THK. m .080' INTO METAL STRUCTURES S 1 8K FMIN. (8083-T5 MI WIUM MIN, THN.) (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EGir` STANCE INTO CONCRETE AND MASONRY - 1-1/2' MIN. .volowroliffawAls INTO WOOD STRUCTURE m 11/18' MW. tbmp�lbkw* INTO METAL STRUCTURE . 11/18' MW. Sdft A NS CONCRETE AT WEAD. SIU. OR JAMBS re ■ 3000 PSI MN. C-110 HOULOW/FILLED BLOCK AT JAMBS /'m . 2000 PSI MN. 89 I nyn •dA AO r r4r gp- jai ff I.F.ng n0. W08-08 O Lim m , X71- I .. �y�rIF - ��o�man sm n .44 p p 2412 drewing no. W08-08 3 2.125 216 A14 2. 1 .08221 .ae+ .sae so3 .660 .e37 CLAM STOP (LOU GLASS) .136 MAZW STOP (MMS. LAM. GLASS) d 47 .328 3 ,082 .280 GLAZING STOP (LAM. GLASS) GLAZING WEDGE 1AW 1-0 .378 +28 .128 3=0 3.000 t* =, I 1X3 1X3 © CUSTOM MULLION STD. MULLION �2 MULLION CUP I= PART B QOABPM WDOM 1TON MATSM" MANF. 1 ESIODf 1 iRAmr NEAR 8083-T8 2 E9110o1 1 FRAME SU 6063-T8 3 E&600t 1/ VENT FRAME JAMB-HINICE SIDE 6083-T8 4 150001 1/ VENT FRAME d4101-IATCH MOE 6063-T8 _ 8 ESm62 1/ VENT VENT TOP Rm 8083-18 - 8 150 2 1/ VENT VENT SOTTOM RAO. 0063-T8 7 Eam 1/ VENT I VENT l3IQE RAO. -mm MOE Sm -T8 - 6 E8'= 1/ VENT VERA SW RAS. -LATCH SIDE 8083 -TB 4 E80004 2/ VENT WaMOM 2-1/2' uM 80113-T8 - IDA EB1103 AS REQ. CLAZWO BEAD (LAM. MAN) 8003-115 108 AS NO QLAZWO BEAD (ML LAM. MASS) 8083-16 toe E91008 AS READ. OIAZWO BEAD (LAIR. WW) 6083-T8 11 27-425 A8 ffCA �QAIPW am OUROME M 60 SHOE 'A' 11A Es1010 AS REQ. QIA2WA WECCE SOFT Ri MIROMETF,R *0 &SORE 'A' 12 - AS NES. FRAM£ t VENT A'SSEMY SCBM - Vo X 1-1/2' PH BUS 13 Z/ 9%WVER SNUBOR 09MMlARM4 SRXiEWB Is x •1/2" PH to 14 E202 A8 REQD. OUTER WATHE PW6 (POL»SIEIE R48L TPE MO) MU OMEM 40 SHOW 'A' 15 E90006 OR= WNER W AATHERSIRPPINO a" VAOMPER 80 SHORE 'A' t6 PMO -85 AS RECO CMIER LOCK ST. WEEL MZUVM do 17 30158 2/ VENT 4 BAR WWM-MW WRY - TRUTH HARCWW 18 3/ HM I 1W K MCUnW SWMG AT FRAME 810 X 1/2' PH so IGA 4/ WM MW MWDLMSO SPEWS AT VENT - 810 x 1/2' PH sM5 is 23 SERSB 1/ VENT SINM.E ARM OnRATOR (AT 8-1/2' FROM OM - TRUTH MW WARE 20 - 4/ QPFR. MAIN MOUNTING S - 1 810-24 X 3/W P6 WAS 21 30178 1/ OPER. 13-3/4' LONO TRACK Sr. STEM TRUTH HARDWARE 22 - 2/ TRACK TRACK MOWTWO SCIffiW9 - 810 X 3/6' PH SS SO 23 AS RM. illi CUSTOM MULLION 8083 -Te 23A - AS REM 1X3 511WOARD MUUJD N - s043 -T8 - 24 - AS RELY. MULIJMt OUP 8083-T8 - 25 - 2/ LITS SETTWO MAK 8/18' X 5/8' X 4. LOW EPOM AT 0' FROM M END, MOMMETER 65*5 28 - 4/ UTE WE SPA06R (1/4" X 1/27 FOAM AT 4' FROM CM 9W 30 - OPTOWL 4/14' BMI smmN - 1- 33 158006 2/ VENT ANTI SAO SXATE 2' LM NYLOti/CELCON M&M PIASROB 34 V SKATE >R4CtE MOUmm 96 ■ 1/2' PH86LC 36 am 1 IMPOST W63 -TB 37 E86010 AS ROD. NMP08T SDFFEHER 6083-T4 45 M.01-0806 MLLT1-PLWT LOCK MECHANOM WTERLM 46 - - LOCK FA EWER PLATE - 47 - 2/ LOOK LOCK FASTENER 9SMEri3 THREAD FM00N0 46 1-221 - - sw ON COVER 40 1-1000- SNAP ON WINOLE 50 - M= (ACETAL) 61 KW" (ASST 82 - - LOCK BAR (304 ST/M - 53 E4-5017 AS RM0. FUJWA FRMS Aomna GO83-T6 OPTOOL 54 1/ VENT LOLM01xi KWU SUUNM do ASW - 55 2/ VENT LOCKOW CAM (AT 11-1/2' B 80-1/2' FROM BOTTOM) SULIR'AM & AS9o. 50 2/ LM LOCK Mmmm /8-32 M 1/2 PH Ms 67 0=3 1/VENT UWMS KWLE/CAM LMXU MTOR 1/1* ■ 1/2" ALUM. IiAR 68 X0011 2/ RAR - CONNECTOR SMtEN - cum 59 C8-2WK-W 2/ VERA KKEPM (AT 12- & 61' FROM 80TTOM) ST STEEL SIILLM84 dt ASSOC. 80 2/ %mmm KEM MWOim SCAE11i5 810 X 3/0' PH SMS 0 aL oil Ra IALAM NaTe r ALL FRAME AND VENT dmNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. s m u O 2412 droving no. W08-08 W08-08 cArealY - PSY MUUM wen WACM - IN !%0 IY8 1%812 rwa aarrau! r9u VDIM Offi8. 8 m. rota. am= wom m UNM (of INTm 81F. -i I wm MT, ..j ;a -) 28-1/2° 80.0 90.0 30° ou 90.0 37° Bao 90.0 38° 20A 90.0 42° 90A no 42• BOA BOA 48• 69° 80A f.0 48° 84° 90.0 ISA 40° ou 9" 84° 9" 9" 83-1/8° 90.0 BOA or 90A 60.0 82° 90.0 BOA 82° 90A no 28-1/2° 90A ou Sr 90A 90A 37• 90A ou 38° 90.0 90.0 42° 00.0 9" 42° WA 00.0 48° 83° 80.0 90A 48° or 90A 90A 48° BOA BOA 84° BOA 90.0 93-1/r 90.0 9" a° 80.0 90A 82° ou BOA 82° 90.0 90.0 28-1/2° BOA BOA 30° fto su 37° 90.0 90.0 38°ME 90A 74-1/4° ou 4r or$.0 no 446° 788 Wo Ar "A 84° 90.0 au 89° BOA 28-1/r 2" 80.0 30° a" 9" 37° 842 90A I 38° 80.0 90.0 42° 7• 78.4 9mo 42° 72• 90A 90.0 46• 72.9 90.0 49• 938 90.0 48° 6R7 87A 64° 1 78.4 BOA 61° 87.1 I 84.2 I30° 80.0 80.0 36• SLI F0A 42° 78•76.4 80.0 a4I° 69.7 187.4 NOTES. 61• 67.1 842 1. USE C gART CO THS SHM FOR SIDE 8iT SWE CMOW= ON Al M OF W80YR9 MuLum 2. FOR CASEMW W900 CAPACITY SFE SHEET 2 OF 10. & FOR FDW WWW CAPACWY SEE SEPARATE HOA. 4. LOWER VALUES FROM STEPS 1. ENIUM SVSTBL 2 OR 3 WILL APPLY To CLIPPED MULLIONS 2 ®-_--o Wt 182 Wt h ow, % 1 to W1 W2 TYPICAL &L89ATION9 =a BY sm Tumm SIDE BY SIDE APPIM TO TWO OR MORE V1NDOWB a WIDTH (W) = WI 8 W2' ,{ A. ROW_DISTANCE'S FOR MULUON CLIPS INFO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE = 11/16' MIN. INTO METAL STRUCTURE = 11/18' MIN. Y � ` Fill - W08 -08