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WS-15-254Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227699 Permit Number: WS -2-15-254 Scheduled Inspection Date: May 28, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: AWONSA, FATAAB JIMMY Work Classification: Window/Door Replacement Job Address: 325 NW 111 Street Miami Shores, FL 33168-3303 Project: <NONE> Contractor: HOME OWNER Building Department Comments Phone Number Parcel Number 1121360010750 REMOVE AND REPLACE 9 OLD WINDOWS. INSP• "-"-- __......_.._ INSPECTOR COMMENTS False May 27, 2015 For Inspections please call: (305)762-4949 Page 6 of 32 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 27, 2015 For Inspections please call: (305)762-4949 Page 6 of 32 310 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 ip Master Permit No. w S' i 5' 259 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Com: Miami Shores County: Miami Dade Zi D: l� a Folio/Parcel#: 11 '2.13 (10 - 00 ( - 035-D Is the Building Historically Designated: Yes NO Occupancy Typez_0i.gPAoad: Construction Type: Flood Zone: � BFE: FFE: OWNER: Name (Fee Simple Titleholder): !— q ! 4 R-6 ��(� AJ S Y -i- Phone#: IP4&I Address:,92S-l_j III slitp-le-7 City: A,, (� State: -P( d fir' \� �- Zip:_ % 6 Tenant/Lessee Name: _ Email: "% �/ 1(0 CONTRACTOR: Company Name: IV Address: Me 7 - City: State: one#: one#: Qualifier Name: Phone#: State Certification or Registration M Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: P: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration ❑ New � Repair/Replace ❑ Demolition Description of Work: ��9= \0QV_—, V% Uzi_P(A[e' 0 0l -A) Specify color of color thru tile:, Submittal Fee $_ED. CD Permit Fee $. '40�V • W CCF $ Scanning Fee $ Technology Fee $_ Structural Reviews (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ G} TOTAL FEE NOW DUE $ � ` • 5� Bonding Company's Name (if applicable) Bonding Company's Address City State , x Mortgage Lender's Nae (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 0 �4wkl" Signatur OAGENT The foregoing instrument was acknowledged before me this day ofL`E924ZOt T . 20 16 by A0 CNSPL , who is personally known to me or who has produced 1.}u-myw, UAFNoc as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as f!� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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 NAME: w-5� " DATE: 0 Z2 ADDRESS: 1:3 ZS /U CJ ( rl S /-- Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 489.103(7). And I have read and understood the following disclosure statement, which entitles 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 supervise 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. Initial /—! 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial /--//I- 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name 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 numbers 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 may also 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 substantially 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. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working 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_ ( , -r 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. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my 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. Initial FR - 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building odes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, 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 hftp:/Awww.myflo6dalicense.com/dbor/pro/c7ilbfindex.htmi Initial 6'�" I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: r Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable 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 65 day of , 20 1 S By. �ATAJ* who was personally known to me or who has Produced there License or T7L, tAQ E..,,L-F— as identification. s OWNER -"A NOTARY Notary Puglie State of Fiorida Alvarez � My Commission FF 158750 pr to Expires 08/03/2018 MY Co /// -r .•- �c/ t� C� C 4-t a VQ c .A 7 oaal(, (� 6 /G c /< 0 LC V 4e,- V%J L'1 8���� •y'r ►� e. I C, �s x s 4-� 1 G� 4 0 3eu wCA l l &C-- —It) am4pAj IN . • ... . . . . . .. . ......... . ......... . ............ . ... . . ... . • • • • • • • • • • ........... .. .... .... . . .... ....... . . .. .. . .• . .. .. .... ..... . N®feS'. f!-) ®o AAsad� ,:,f, --k M . . . • • . ...... . .... .... . . .... . Y I / 1je M 0 / i. �`',AJ WA. Q (0) 0 AJ,4a°LA) O Nor Q0 I ... .... ... .. . . ...... .. ... . ... . . . Or 0:0 . ..... . ... ....000 . .... .... ..... . 0 I i IAM MIAMI-DADE COUNT' PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Shut, Rooth 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (790 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE {NOA) wmalamidadeaminizat Lawson Industries, Inc. 9501 NW 90 Street Medley, FL 33166 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 - Produet 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 jurisdictko.• PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade ;Co{i Y Prodnet Control' • • • ; • Section that this product or material fails to meet the requirements of the applicable btitldiflg coW.. This product is approved as described herein, and has been designed to comply with�t U-Prorida $uiPding Code, including the High Velocity Hurricane Zone. 0000 0000 ; • • • • DESCRIPTION: Series "SH -7500 (Flange Frame)" Aluminum Single Hung Vii odovi► — N. I....' APPROVAL DOCUMENT: Drawing No. L7500-0401, titled "SH -7500 Single 1WJ Flangd Wdow", ""• ... ... 0000. dated 09120/04 with revision E dated 01)20/12, sheets l through 5 of 5, prepared ty•zNnufactw.er, signed •• and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Co4trot Revisica stauip with ... ; . the Notice of Acceptance number and expiration date by the Miami—Dade County Produst ContID119 tion. . 0000.. MISSILE IMPACT RATING��Xone ] ..8 : • • • • • .. 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. TER MATION 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,l uildirig Official. This NOA revises NOA # 10-0412.02 and consists of this page 1 and evidence pages E I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.14 taansrcr�u� Expiration Date: September 01, 2015 Approval Date: March 29, 2012 ys vilI Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L7500-0401, titled "SH -7500 Single Hung Flange Window", dated 09/20/04 with revision E dated 01/20/I2, sheets 1 through 5 of 5, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Forced Entry Resistant test per FBC 24113.2.1, TAS202-94 along with marked -up drawings and installation diagram of aluminum single hung windows (Fin/Flange mounted), prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5283, dated 08/24/2007, signed and sealed by Carlos S. Rionda, P.E. 0000 (Subm&W under NOA No. 07-0925.11) s • 0000 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294' • •' 0 • • ' • 2) Uniform Static Air Pressure Test, Loading per W TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-W * * * 4) Large Missile Impact Test per FBC, TAS 20j; $4• • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS.203-94 ... • 6) Forced Entry Resistant test per FBC 2411 3PY ?, �fAS2k%W9 along with marked -up drawings and installation diagram of alMhUl a single hung windows (Fin/Flange mounter, prepared by Fenestration Testing 60fiimy,•jhc., Test Reports No:.(VM-4324, 4350, 4345) 43639 4323, 4406 44M Novombe; 08, 2004 and 4405 dated November 12, 2004, all signed and sealed by Edmundb ' Lama, P. E. (Submfted under NOA No. 0S-0324.07) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2007, prepared by manufacturer, dated 08/03/09, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-04 0000•• .0000• • .0 •0• 0000• •000•• • 0000•• •0000• D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Manuel Pe . Product Control Exbqlbbr NOA No. 17e-0127.14 Expiration Date: September 01, 2015 Approval Date: March 29, 2012 E-1 Lart►s011 Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated July 07, 2009, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 10-0412.02) 3. Laboratory compliance letter, as part of the above referenced test report, issued by Fenestration Testing Laboratory, Inc., dated 09/11/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 07-0925.11) 4. Laboratory compliance letter, as part of the above referenced tqst rqports, ' • • • •. b Fenestration Testing Laboratory, Inc., dated November 08 and'1a,'2004, all signed and .' sealed by Edmundo Largaespada, P. E. ...... . .. ...... (SubmWed under NOA No. 0"324. 000000 ' .... .... . . .... .... G. OT HERS ...... .... ..... ..... ' 1. Notice of Acceptance No. 10-0412.02, issued to Lawson IndustA6,- enc. for thea • • • • ; • Series "SH -7500 (Flange -mounted)" Aluminum Single Hung Widows N.I, ; approved on 08/04/10 and expiring on 09/01/15. • • • • •00 • • Manuel Perm .* 4roduet Control Exa NOA No. 12-0127.14 Expiration Date: September 01, 2015 Approval Date: March 29, 2012 E-2 . ... . . ... % .. % .. • . . . . . . . . . . . ... . . . . ... �5ns" TAPCON FASTENERS OCanc, or Masonry IngtallaUon> 1/4' 7APCON F�STENEpS or 4126MS.•3CIIEVS MAMA •�• •t14 SMS. FASTENERS (2X VD. Framing lnstnCatbn) USED. SEE IIA C14ARIC ROR MWL %9*M REGUMiD. • W 2 AT FRAME HEAD MD. S TO BE FCCI.� DIt&ID % APPjIEW CC) NONE AT FRAME SDA CA) 3 AT FRIt�I•IEAA• _ (so CA) FRAME JAM& SEE TABLES AT SHEETS 3 and 4 of S CC) NONE AT�FBft 2;" • • • • • • • 11 s 1 DOV VID H -49 1/4- /4 Nm A O.Width z " g 9 1/4- B 15 3114' ri 5/16' TAPCQN FASTENERS CConc. or Masonry Irm3tallatIon) 414 SAS. FASTENERS C2X VD. Framing ImstalNation) (A) 2 AT FRAME HEAD (C) NOME AT FRAME SILL (D) FRAME JAM& SEE TABLES AT SHEETS 3 a" 4 of 5 53 1/8' 14 14 1/2• D 7' rax. z 14 3/4• � l4 1/4'— -49 4• UNEQUAL DOV VID H -49 1/4- /4 • z " g 5 3/8' 15 3114' $49 t4 �WW 7' max. . 14 3/4-- z 14 1/4' 5/16' TAPCQN FASTENERS CConc. or Masonry Irm3tallatIon) 414 SAS. FASTENERS C2X VD. Framing ImstalNation) (A) 2 AT FRAME HEAD (C) NOME AT FRAME SILL (D) FRAME JAM& SEE TABLES AT SHEETS 3 a" 4 of 5 53 1/8' 14 14 1/2• D 7' rax. z 14 3/4• � l4 1/4'— -49 4• UNEQUAL D -49 1/4- /4 z " g UNEQU L LITE VIEW WINDOW RADIUS HEAD EQUAL LITE WINDOW E UAL LITE WINDOW TEST UNIT ELEVATION TEST UNIT ELEVATION (SEE TARE v-1 & V-2 FOR DESIGN PRM=tE) TEST UNIT ELEVATION Notes: SERIES -7500 SINGLE HUNG WINDOW — FLANGE FRAME — NON—IMPACT 1.) THIS WINDOW SYSTEM 18 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF TBS 2010 FLORIDA BUILDING CODE AND ASTM 1300. THIS PRODUCT 1S NOT IMPACT RESISTANT. WINDOWS ARE TO BE PROTECTED WITH MUM-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. 8.) I X OR 2 X WOOD BUCXS SHALL BE INSTALLED AND ANCBOREO 30 THAT THE SUILDJMG REMST3 THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 8010 F.B.C. & 70 BE REVIEWED BY THE BUILDING OFFICIAL. 9.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. INTERIOR ANCHOR SPACINGS WILL VARY Wym UNIT DIMEMONS. AND THE NUMBER OF ANCHOR REQUITED, AS SPECIFIED ON THE LOAD TABLES. 4.) ANMDR CONDITIONS NOT DEscRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASTE' UNDER SEPARATE APPROVAL AND TO BE REVICIIED BY BUILDING OFFICIAL. 8.) RADIUS HEAD WINDOWS ARE QUALIFIED FOR USE WITH ALL GLASS TYPES TABULATED HEREIN. 6.) VIEW WINDOWS ARE QUALIFIED POR USE WITH 3/18" ANNBAl3D & 3/16" TEMPERED GLASS USING THE HEAVY DUTY MEETING RAH. ONLY. 7.) SEB PACE 4 FOR LOCK OPTIONS. 8.) APPROVAL APPLIES TO SINGLE UNITS OR MULTIPLE UNITS AND MAY R MULLED VERTICALLY OR HORIZONTALLY. B.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF BIAMI-DADE COUNTY APPROVED WINDOWS US7Na A WMI-DADE COUNTY APPROVED MULLION IN BETWEEN ALT± ACCEPTABLE BUT THE LOWER NiD PSim RESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 10.) SEE SHEET B 4 FOR MULLION/MBTAL ATTACHMENT DETAIS & NOTES. WINDOWS ARE TO BE PROTECTED WITH MIAMI—DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS PRODUCTRBVMW ,. Srkalwlt>,thoFlmMo D z " g �WW . z 1/4' or $/16' TAPCONS WITH 1 1/4• MIH. CONC. OR MASONRY EMBEDMENT o, /4' d 1 I/4• M T1�P v d. t' K PT WOOD BUCK iv y.Y. 1/4' MAX. 1 v SHIM . . '• A2 0 F.1131 SEALANT B2 o - EXT. —STANDARD DUTY MEETING RAIL (SM BESON va[ss M TAM= Nr. e 4• �. .... . o. a eo • • . 2x•HYpOD BUCK A64,j000D BILKS • • e • • • ENGINEERED.KPAR &*•LY • • • i i �r�'a BE• REVTME94• OFFIC IT � • 1 1/4• AIN.• #12 Or *#i4• S nt 10 WOOD EMBED 1 1/4' MIN. WOOD EMBED • • • • • • i i WOOD DUCK 1 • • • • • • • 1/4'•SHIM') so SHIM 2, T t T/4' WN WOCb -- 1/4• or 5/16' TAPCCINS WITH 1 1/4' MIM CONC. OR MASONRY EMBEDMENT - WOOD DUCKS NOT BY LAWSON IND• MUST SUSTAIN IMPOSED LOADS GLASS 1/4• SHIM AZING SEALANT P(AX•* D2 ,z d3l CAULK AP_TIONAL FASTENERS NOTElCA�E�NO��OM= RVIOW 6 1/4• TAPCON FASTENERS or Ole SMS. SCREWS NAY BE ® wth9wFlmlde USED, SEE DP CHARTS FOR TOTAL ANCHORS REQUIRED. awlillbscab CADDITIONAL ANCHORS TO BE FIELD DRILLED B APPLIED) 4' CA) 3 AT FRAME HEAD SuoaDae W NOW AT RAME HEAVY DUTY (D) FRAME JAMF& SILL TA S AT SHEETS 3 and 4 -If5 MEETING (Sm Rvam AIL Glazing Detail & Description ' 31 29 ,D Exr. EXT. 30 z 1 p,Anva BITE taauoLrtHic CLASS - SDdiLE 01ALE 1/8" OYBRALL INSULATED CLASS ANNEl4E0 OR EKED c ex 1/4' MAX, • t/B`• 3/18" OR 1 4" THICC 1/0" A�NN(awn o8 T6H1P1m UTC SHIM t1681oe1 TAtAIs) i Ix ADB &won TmCPIm UTC TYP ®Glazing Sealant Tutee. & Options (gEEi p£&oN PBF>?SUW TABLES) 1 Schnee -Morehead 6731 8 8chaee-Varehead 873E X or 2X 3 OE so Clear Siflcone P.T. WD DUCK 4 Dow Corning Clear SBlcone • WHEN THE OAP BETWESN THE WLMM FRAME AND THE DUCK OR MASONRY IS USD THAN 1/0SHIMS IS ARE NOT REQUIRED. 1 1/4' I d a .... . ...... • • . . • . . . . . . 2x•HYpOD BUCK A64,j000D BILKS • • e • • • ENGINEERED.KPAR &*•LY • • • i i �r�'a BE• REVTME94• OFFIC IT � • 1 1/4• AIN.• #12 Or *#i4• S nt 10 WOOD EMBED 1 1/4' MIN. WOOD EMBED • • • • • • i i WOOD DUCK 1 • • • • • • • 1/4'•SHIM') so SHIM 2, T t T/4' WN WOCb -- 1/4• or 5/16' TAPCCINS WITH 1 1/4' MIM CONC. OR MASONRY EMBEDMENT - WOOD DUCKS NOT BY LAWSON IND• MUST SUSTAIN IMPOSED LOADS GLASS 1/4• SHIM AZING SEALANT P(AX•* D2 ,z d3l CAULK AP_TIONAL FASTENERS NOTElCA�E�NO��OM= RVIOW 6 1/4• TAPCON FASTENERS or Ole SMS. SCREWS NAY BE ® wth9wFlmlde USED, SEE DP CHARTS FOR TOTAL ANCHORS REQUIRED. awlillbscab CADDITIONAL ANCHORS TO BE FIELD DRILLED B APPLIED) 4' CA) 3 AT FRAME HEAD SuoaDae W NOW AT RAME HEAVY DUTY (D) FRAME JAMF& SILL TA S AT SHEETS 3 and 4 -If5 MEETING (Sm Rvam AIL Glazing Detail & Description ' 31 29 ,D Exr. EXT. 30 z 1 p,Anva BITE taauoLrtHic CLASS - SDdiLE 01ALE 1/8" OYBRALL INSULATED CLASS ANNEl4E0 OR EKED c ex 1/4' MAX, • t/B`• 3/18" OR 1 4" THICC 1/0" A�NN(awn o8 T6H1P1m UTC SHIM t1681oe1 TAtAIs) i Ix ADB &won TmCPIm UTC TYP ®Glazing Sealant Tutee. & Options (gEEi p£&oN PBF>?SUW TABLES) 1 Schnee -Morehead 6731 8 8chaee-Varehead 873E X or 2X 3 OE so Clear Siflcone P.T. WD DUCK 4 Dow Corning Clear SBlcone • WHEN THE OAP BETWESN THE WLMM FRAME AND THE DUCK OR MASONRY IS USD THAN 1/0SHIMS IS ARE NOT REQUIRED. 1 1/4' I d a •• •• • • • •• •• • • • • • • • • • • • PIOTI))a Fmm Vl Sfndmrd 61eatl)10Re0 T•5t#i=7L.6233a5-IV N�BTi9PmtllAeLhllled l0 dT4 orIPIB'Tiswa) AI2 w1lCAyaoro • ,�• low••• ••• • • Y , . .. . • 31 • 1 • • : • • • • • • • • • • • • • • • • • • 12 • � ► • • • • • • • • i•• i i i e 10YE Bum*slim 1/B• ANRR= OR TPJTPP" um i ix oR T8MP m LDS (sEc oEBI•, PRESSURE CHUM GLAZING DETAIL-* DESCRIPTION it Notes 1. BOTH EXTRUDED ALVIODIUld AND PLAMC LIFT HANDLE LOM ARE QUALIFIED FOR USE ON ALL WINDOWS. Z THE CAM WC IS QUALIFIED FOR USE ON ALL WINDOW& 5 4 rC7 LOCK (LATCH AND SWEEP) OPTIONS M 12 X 3/4• S.D.S. DESIGN PRESSURE UMft7lDNS. FLAT HEAD waLLIPS. TMN AND DTP TABLESAFOR QUANTITY 1/4- MAX. INTERIOR AND FASTENER SPACING) SHIN INTERIOR �a EIEr f>JR SP WINDOW FRAME VvurD0lr EXTERIOR SPS EXTERIOR EXTERIOR GRADE PERMTER CAULKING MOM TIC LOWER PRESSURES OF SINGLE HUC�ALItJDG1Y OR CWV SHALL ODYERN ALUM. TO BE P a METAL O (STEEL OR ALUM. 1/8' MIV. T-) Li• A) STEEL : Fly 38 XSI MN. 8) ALUMINUM : 6063 -TS MIN. MULLION & METAL STRUCTURE ATTACHMENT DETAIL MODU Y� WISM 0omr*TRBwAb do V6�208 MEW 6 = pQ� V � p tl • $ � , P4 z i �t ' j a 0 � g,1 tl E a S 9 q � 8 z w gg ai J )i ul ,q�puF4r�p •�� M �.•'• • i.;y/ 6� .• �RIIIIII b• p vmb w9H I F(+) P() Jamb i HNA Jamb Read patPC ArAhma Andros Amhom Amdma a 26 7n 1aD0 2 2 235 2S 70D 1000 2 2 Mo 100.01 2 z 2, MIS 28 70A 1080 2 2 5 3 1a'IM 38 70A 103.0 2 2 3 2 316 70 1 0 2 2 4 37 10D0 2 2 5 2 3aws- --?Off B 1a'12S b0 107.023.& - 6082b 1000 3.._ 2 6 " 2 37 1 3 2 7 63125 60826 70.0 723 3 2 7 3 9125 68 70 1 3 2 4 80 700 1 3 $ 2 37 � .0 100.0 4 2 $ 3 83126 88 .1 BR 3 3 19125 Sa 70.0 100.0 3 2 4 2 23.8 63 70,0 10D0 3 2 8 2 83 70.0 100 4 2 0 3 83173 63 02S 820 3 2 S 3 19126 74 .o A $ 2 23b 7426 70.0 100.0 4 7 2 74 70.0 b 2 10 3 83726 7425 �.7 idi ReU Test#FILEWAa3-Vr0wara9IraLdaf�iviVrAreT�eO NVdmPmanwUAed[a d 40rNWTapmm smorlw Tmwm FlargOFranlOVJI HeRvyT Du)y ReO Teat#FTL49$1.1t2"0Am0lmdd8dvdVrTenpO>ad Ne�ihrePnmafaaUmbala 814*rVW dlaorV4•Tapaero Ntdtb "It F(t) P14 JDmb HW J06 WO M RaT Pd Auftm Andlom ArAhas A HallPH P() Jaad) Head Jamb Hud ) psi A Aaeuom AeAmm Anch m 19178 70,0 100.D 2 • 2 2 1128 70D 1W.0 2 2 2 2 295 29 70.0 100.0 3 2 6 2 205 28 70A 100A 2 2 2 2 v 28 70.0 M.0 4 2 8 3 23 00. 2 2 2 83'128 23 70.0 100.0 3 2 8 3 83,116 28 70.0 1000 3 2 4 4 9 700 10b 3 2 0 2 19 38.97$ 70 1 A 2 2 3 2 21.5 376 700 10D.0 6 2 8 3 205 38.37$ 7DA 10DA 2 2 4 2 7400 1007 4 2 6 1W.0 M 3a378 3 saw38378 70 0 4 7 4 19.0 MRS 7D.0 100.0 4 2 7 2 19.10 SUM 700 10D0 2 2 3 2 205 60626 71XC 100.0 $ 2 0 3 80.02$ 70 100.0 3 2 8 2 37 6Q 100.0 $ 0 3 AL 80. 8 IMO 4 2 -7 3 83128 60:828 68.8 868 4 2 7 3 61121 6D.82$ 700 100.0 6 2 8 4 19126 700 00. 4 1 26 68 70. 100. 2 2 2l6 83 70.0 1 8 2 2 5 68 70.0 1 .0 3 2 37 !R 70.0 90D.0 b 2 8 3 37 O .0 6 2 8 3 1 03 .0 1 2 25 1 D 3 2 2aB 700 100 2 2 285 83 7D0 1 .0 3 2 8 2 37 70,0 100 6 2 3 83 1 0 S 8 4 12S 89 672 57.2 4 2 3 VT 83,726 03 740 872 $ 2 0 4 7 2b 70.0 7 2 19 74 740 10D0 3 2 2 7426 740 9000 6 2awascub 2 205 4� 0 10D.0 4 2 2 74 70.0 960 274 740 100.0 10 3 fial6 7425 lRB 8L8 $ 2 3 63.128 74.E 70.0 80.0 8 2 10 4 FRAME HEAD VENT TOP BAH. (Hey Duty) L-7801 L-7806 1.280 1931.8 s AOEa .800 FI>IRD MEETING RAIZ. VENT 70P BAH. (Standard Duty) L-7804 L -75M 2.241 .0 .a4a VENT BOTTOM RAIL FPR M JAMB 2.m728 FRAME BHJ. L-7808: CAM -SWEEP LATCH 2.112 1.937 0.780-- 8 -1-0-42 2900" S+ - SASH STOP GLAZING BEAD L-7518 .008 VENT JAMB L-7808 .812 411000 SH7600 FLANGO WINDOW $ILL OF MATERIALS TIM 8 AR9• v • DRBR. # MQD. DffiCRIPMN 88111818 • 1 • t-75DP LII-IeI 1 FRAME HEAD 6063-T6 ALUMINUM Ge 0.-7592 • LII -120 I FRAME SILL 6063-T ALUMINUM 3 1=750T LII-Ie7 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-7904 LII -129 1 FIXED MEETING RAIL 6009 -TS ALUMINUM L-7-593 LII -125 I VENT TOP RAIL STD. DUTY 6005-T5 ALUMINUM •6 • La750fi LII -126 1 VENT TOP RAIL HVY DUTY 6005-T5 ALUMINUM • 7 • pS L-7587 LII -136 I VENT BOTTOM RAIL 6005 -TS ALUMINIUM •8 • 1•• LII -124 1 VENT JAMB 63 60 -TS ALUMINUM 9 ■ ■ e VENT LATCH / LIFT LICK Tfi ALUMINUM 10 ■ ■ 2 VENT LATCH / LIFT LOCK INJECTED MOLDED 11 r ■ 2 VENT LATCH I SWEEP DIE CAST le L-7516 ■ AS REGO. GLAZING DEAD ROLL FORMED ALUMINUM 13 ■ r e VENT/SASH STOP 1 PER REG'D JAMB 14 r SCHLEGEL AS REDD. TOP RAIL WEATHERSTRIP .187' X 150' PILE 15 ■ ULTRAFAB AS REOM FXD: RAIL WEATHERSTRIP .187' X e50' FIN SEAL 16 r ULTRAFAR AS REOD. VENT JAMB WEATHERSTRIP .187' X .280' FIN SEAL 17 r ULTRAFAS AS REOD. FRAME SILL WEATHERSTRIP .187' X .250' FIN SEAL IB ■ r AS REWD. 3/8' PVC WEATHERSTRIP 3/8' DIA, DUROMETER 65 19 ■ ■ 2 VENT/SILL OPEN CELL PA 1'xl'xl/2' FOAM PAD e0 ■ ■ 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 21 L-7523 x 2 VENT TOP GUIDE / CAN 1 AT EACH END OF RAIL 22 L-7324 ■ 4 VENT JAMB FACE GUIDE 2 PER VENT JAMB 23 ■ ■ 8 FRAME ASSEMBLY SCREWS 8 8 X 3/4' PA PHIL 24 ■ x VENT ASSEMBLY SCREWS 8 8 X 1 P.N. PHILLIPS 25 ■ x FXD. MTG. RAIL SCREW 8 8 X 1' PH. PHILLIPS 26 r r 2X FRAME INSTALLN SCREW 812 or 014 SMS F.H./PHI. 26 ■ ■ g4l CONC.INSTALL'N SCREW 1/.4' or 5/16' TAPCON F.H. 27 L-7527 ■ BLOCK 6 TACKLE BALANCE 1 PER JAMB ee ■ rINSECT SCREEN x 29 r ■ 2 GLASS a TOP B BOTTOM See Dei•R B sheet 2 of S 30 x r AS REG'D I GLAZING SILICONE See Detall 8 sheet 2 of.5 31 ■ 7,74-258-767 1 AS REO'D 'TruSeal' SatDgle Sent Btnck -1/4' air spots M®[aADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N" yv w w.mia_mV ade.eov/para! Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in area 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; Clipped Extruded Aluminum Tube Mullion wi and w/o Steel Reinforcement- L.M.I. APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum TubeMullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 LABELING:. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10-0610.02 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. 12-0121.07 MU0.M41. oOVEDl COUNT1r Expiration Date: May 30, 2017 fl�l� Approval Date: March 29, 2012 - Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-0501.05) 5. Test reports on. 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.06) Manue Perez Product Control Exa Mer NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOA# 03-0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved on 10/06/10 and expiring on 05/30/12. Manuel P z, P.E. Product Control finer NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E-2 GLAZING VERTICAL THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT MULLION s GLAZING GLAZING Z � zd AND CAN BE USED WITH ALL LAWSON'S MIAMI -DARE PRODUCT :c ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. ANCHOR/CLI Q GLAZING r HORIZONTAL MULLION �S'$ $ PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS Q ANCHOR/CLIP HORIZONTAL MULLION GLAZING ANCHOR/CLIP USING MULLION PROPERTIES ONLY ",j � e ' PRODUCT + N 3 GENERAL NOTES: C' MULLION SPAN �• 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION Z y jp + N INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). Qy z VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS _ W MULLION MULLION � USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLDRIDA BLDG. CODE REOUIREMENTS = ad .� $ I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. I z � II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. Lam" GLAZING GLAZING GLAZING � GLAZING � W PRODUCT PRODUCT PRODUCT $ PRODUCT '3' 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER a1 s LOADS TO THE STRUCTURE. + F- & ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS (} v EMBEDMENT TO BASE MATERIA. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR/CLI B. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Cav 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ,a Wi w2 w3 &. MATERIALS INCLUDING BUT NOT UMITEO TO STEEL OR METAL SCREWS, ' THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET a, MULL MULLION SPAN THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE - SECTION 2003.8.4. (y WIDTH (W) = W1 + W2 + W3 MULLION & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET � z 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP ° REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS e HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET ' N 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS gas 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, B. & 9 OF 10 FOR DETAILS AND NOTES. + N ° REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS .� ` 3 a II x g F et to 0 0oa, � .� iii •• W7 W2 W •qac 4 •0,/� O h PRODUC'PRBVISBD �v , WIDTH (W) = W1 + W2 WIDTH W W1 + w2 ( ) = ��NYDffiwi9lthoPmsl4s BUIIdNIg�Codo s••• a �._�C ��•�.. 2 2t !7 TYPICAL MULLION ARRANGEMENTS ✓ A GLAZING VERTICAL PRODUCT MULLION GLAZING GLAZING Z � zd PRODUCT PRODUCT � GLAZING s ANCHOR/CLI PRODUCT r 1 ��s�1 VERTICAL MULLION ANCHOR/CLIP W1 '•' " W2 MULLION SPAN ION SPAN GLAZING VERTICAL PRODUCT MULLION GLAZING GLAZING Z � zd PRODUCT PRODUCT � GLAZING s ANCHOR/CLI PRODUCT r 1 GLAZING PRODUCT r 'I GLAZING GLAZING PRODUCT PRODUCT z ��s�1 VERTICAL MULLION ANCHOR/CLIP W1 '•' " W2 MULLION SPAN Ib90 .123 A62 ff .196 TYP. - •�'•_• A62.125 ebmat. f roaoo0 Isco v� I.4os 4000 4 us a3.0002 3-000 z gw STD XTUBE WINS FRAME 2-000 4732 2-062 2000 Z ! y 4.500 0l I MULLION 2X MULLION CLIP Z d ! c 8063 -TB IBBJ .I� IA00 •lir .102 tADO .196 .079 I 6.000 I.Qb2 1.168 1-062 1.188 IA6P :J ',� 81 NOTCH 1' Z :� I •L• OPTIONAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 2" P4 0 9e / STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION PO C � d 6063 -TG 8083 -To 6063 -TO 8083 -To 6083-Tg , Ixx: 2.070 in! Ixx: 1.000 in! Ixx: 0.950 in! Ixx: 0.370 in! Ixx: 0.330 in! (j o Sxx: 1.035 in3 Sxx: 0.667 in! Sxx: 0.633 in3 Sxx- 0.370 in! Sxx: 0.330 ins Q 0 o eAoo (FLANGE FRAME) zi 0 2-000 (FIN FRAME} (FLANGE FRAME} (FIN FRAME} (FLANGE FRAME} ® � z o I STANDARD TUBULAR SHAPES TYP. WALL a .125• ALL P ALLOY - 9053 -TG 1-000 120 to .790 :I TYPICAL GLAZING PRODUCT ~ aea 4000 a2s � a IADO 2-000 h 2.000 ae5 2.250 - 4000 M 125 Q a40 yy 'I 6-000 3-000 ~ 2.000 4.500 p � IX MULLION CLIP PACO 3.000 4-008 4.000! 6093 -TB $ 8 MULLIONS CONTAINING 1 X 4 1ILI 1 X 2 ,L, .STD. TUBE MULLION �. TUBE MULLION STD. TUBE MULLION .� NOTCH TYPICAL GLAZING PRODUCTS 2 X 6 8083-T6 sops -T8 6083 -TB oPTto a HORIZONTAL OR VERTICAL 2 x 4 Ixx: 2.070 in! Ixx: Q.950 in! Ixx: 0.330 In! STD. TUBE MULLION c_T0. TUBE MULLION Sxx: 1.035 in3 Sxx: 0.63.MEN 11� : .330 ins o SEE WINDOW OR DOOR APPROVAL FOR gpgrTg 6083-T6 FASTENERS SIZES AND SPACINGoIxx:8.280 in! Ixz: 2.980 in! D. 7 $ z Sxx: 2.760 in3 Sxz: 1.490 0 RECTANGULARALUMINUM T MM N a INSTRUCTIONS: SlSING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS.�� Ido. THESEMULLIONS MCANLIBE USED RATED H AL LLA ON'SR LARGE MMIAMIE-DADECT ®��®.o�''....a..�3/`/��l�,s STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. �'`,- LL d'y111> NOTCH STEP 2 U� EAP MPRH OWAG PRODUCTS MEMO ABOVE LOAD :� ,�'`F',., 0 �j+��Vy1 OP1tQNAl STEP 3 �R CONNECTION TO MULLION AS PER PRODUCT NOTES: 41 �• �: Z " aes ruN STEP 4 BPEaflr MAmm sHm vAaNO 1. REFER TO THE GENERAL NOTES ON SHEET 2.000 USINO CHARTS ON SHEET 3 OF 10 BE= MULLION Sze 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 VOTH DESM RAM M� THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY ORIENTED VERTICALLY OR ..a•• SNUG INTO TUBE MULLIONS, IN STEP I ABOVE HORIZONTALLY. ANGLE CUP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS QgIU�� U INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION 2-088 sos3-� ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOM SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A CLIP LENGTH MULL 1 X 2 1.688` 1 X 3 2.688• 1 X 4 3.688' 2 X 4 3.686' 2 X 6 5.688' 38.3!8" 60-616" 03" 744!4" 84" 89.5 IuaA 128.8 I v.V 1600 78 MULUON - - -./ - 28.3 ruwDN WO.0 88.7 71 7f 150.0 150.0 160.0 18 O PRo=T PRDDUCT 116.3 160.0 1E >3 744!4" 84" 89.5 IuaA 128.8 I v.V 1600 78 - - -./ - 28.3 99.1 40.7 WO.0 88.7 71 7f 150.0 150.0 160.0 18 96" 37.7 82.1 116.3 160.0 1E 160.0 160.0 150.0 24 28.3 61.8 88.7 150.0 N 160.0 150.0 150.0 30 - 22.6 49.3 71.0 150.0 3C 150.0 150.0 160.0 36 18.8 41.1 59.1 143.8 3E 131.1 160.0 150.0 42 - 16.2 352 50.7 123.2 42 114.7 150.0 150.0 48 3D.8 44.3 107.8 41 101.9 148.8 1 150.0 64 27A 39A 95.8 64 91.7 132.1 1 150.0 00 - - 24.6 35.5 88.3 60 83.4 120.1 1 150.0 72A 32.3 78.4 M 76.5 110.1 1 150.0 72 20,5 29.6 71.9 72 70.8 01.8 160.0 78 19.0 27.3 88.3 78 150.0 160.0 150.0 18 108" 28.5 57.7 83.1 150.0 18 150.0 150.0 150.0 24 19.9 43.3 82.3 150.0 24 150.0 160.0 150.0 30 15.9 34.6 49.8 138.3 30 125.2 160.0 150.0 36 28.8 41.5 113.8 38 107.3 150.0 150.0 42 24.7 35.8 97A 42 93.9 135.1 1S0.0 48 21.6 31.1 852 48 83A 120.1 1500 54 19.2 27.7 75.7 54 75.1 108.1 1500 00 17.3 24.9 68.1 00 88.3 98.3 160.0 88 - 15.7 22.7 62.0 58 82.6 :.1 150.0 20.8 56.8 72 67.8 83.2 1500 1 78 1 19.2 62.4 76 H09IZONTAL MUU.IDN TYPICAL MULLION ARRANGEMENTc PRDDucr .� 3 ARCHES To BE DOMED INSIDE rMUNGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 0000 OL4= VERTICALLY OR HORIZONTALLY. MGM= p (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = vet + W2 I MULLION SPAN 2 120" 132" 144" 160" PRODUCE R8V781R7 • a aa��® aaa�� aaaMMMMFTM aaa®� aaaa aaa®� aaa�m aaa®� aaa�� a-aaa aaaa� aaaa� �aa�m aaa aaa® aaa�� aaaa aaaa� aaaa� aaaa aaaa� oaoo� aaa aaa�� aaa�� aaaa aaaa■� aaaa aaaa� PRODUCE R8V781R7 • a 2X MULLION CLIP 806, -TB 'L Ix MULLION CUP eoes—re NOTCH OPTIONAL 0 0 0 0 NOTCH OPnom a25 MN. am - ANGLE CLIP 2.000 6083-T6 2 X 6 ;1D. TUBI .MULLION STANDARD TUBULAR SHAPES TYP. WALL a .125' ALL ALLOY - 8083-T8 PRODUCT MULLIONS CONTAINING _TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH NULL "v I X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688• 2 X 6 5.688' 1. ALL. CLIPS AND.ANOLES ARE TO FII SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. .t25 A62 4A00 .tea ,tom 1.062 1 X 4 CUSTOM MULLION 6083-T6 Ixx: 4.709 in! Sxx: 2.355 ins (FLANGE FRAME) AM 312 Ism I .125 .062 .125 An r.125 FF 3.000 3. 3b28 3m�0 2.688 I� 126 1 X 3 1 X 4 Joe- -1262 STO. TUBE MULLION 1 X 3 STO, TUBE MULLION 1 X 3 8063 -Te CUSTOM MULLION 6083-T6 CUSTOM MULLION 8083-T8 Ixx: 4.709 in. 8683 -TB + Ixx: 2.168 in. a Ixx; 2.168 in! Sxx: 2.355 ins Sxx: 1.445 ins Sxz: 1.445 ins (FLANGE FRAME) 2 X 6 2 X 4 STD. TUBE MULLION STD. TUBE MULLION 668, -TB 808J -TB Ixx:19.648 in4 Ixx: 7.649 in4 Sxx: 6.549 ins Sxx: 3.825 ins INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED FOR PARnMXAR OPENING. USEREOIAPPROVED NTS. GAZING PRODUCTS MEETING ABOVE LOAD USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAMA " SPACING. USING CHMM ON SHEET 5 OF 10 SELECT MULLION SIZE VON OEM RILTWG MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USINO ANCHOR TYPES ON SKEET 6 THRU 9 AND ANCHOR CHARTS ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Ixx: 2.218 in° Sxx: 1.479 ins Z (FIN FRAME) M W �F �1 �z PRODUCTREIVISIBID as complying wild do ilDTide 11undGug Codc Aoocptanac No LvitatloDl tc i7 Miami RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. STEEL REINFORCED TUBE MULLIONS 38- 3/8" STEEL REINFORCED TUBE MULLIONS 150.0 STEE 1 X 3 1 X 4 2X4 2X8 Width w MULL SPAN 1X3 1X4 2X4 2X8 Wldth w MULL SPAN 1X3 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 150.0 18 150.0 44.0 150.0 150.0 160.0 150.0 24 1 39.5 150.0 150.0 150.0 24 33.0 150.0 150.0 150.0 150.0 30 111.8 150.0 150.0 150.0 30 28.4 48 38- 3/8" 160.0 150.0 160.0 84 GLAZING 150.0 150.0 150.0 80 18.9 43.1 160.0 150.0 150.0 88 48 160.0 160.0 150.0 72 21.8 150.0 150.0 150.0 78 78 150.0 160.0 150.0 18 24 150.0 150.0 150.0 24 27.7 160.0 150.0 150.0 30 64 150.0 150.0 150.0 36 15.1 150.0 150.0 150.0 42 18 150.0 150.0 150.0 48 60.8/8" 150.0 150.0 160.0 84 21.0 150.0 150.0 150.0 BO 80 150.0 160.0 160.0 88 147.7 150,0 150.0 72 135.3 150.0 150.0 78 124.8 150.0 150.0 18 150.0 150.0 150.0 24 150.0 150.0 150.0 30 160.0 160.0 150.0 38 150.0 150.0 150.0 42 150.0 150.0 150.0 46 67" 150.0 150.0 150.0 1 54 137.0 160.0 1 150.0 1 80 123.3 160.0 150.0 1 68 112.1 150.0 150.0 1 72 102.8 150.0 150.0 1 78 .8 OA 150.0 1 18 160.0 150.0 150.0 1 24 150.0 150.0 150.0 1 30 160.0 150.0 150.0 1 1 38 150.0 150.0 1 42 130.5 150.0 48 63" 114.2 150.0 Eal 64 101.5 150.0 80 81.3 150.0 68 83.0 150.0 1 74414" 84" 98" .6 108" 120" 72 yay M t0 j o & .. A gZ§z v idzd 11 � 23A 78 MULLION 18 GLAZING OLAZENGPROD= PRODUCIx 0 24.8 53.9 30 18.9 43.1 74414" 84" 98" .6 108" 120" 72 yay M t0 j o & .. A gZ§z v idzd 11 � 23A 78 1 22.1 18 132" 33.1 71A 24 24.8 53.9 30 18.9 43.1 36 16.5 35.9 42 30.8 48 27.0 64 24.0 80 21.8 Be 18.6 72 18.0 78 15.8 18 144" 25.5 65.4 24 18.1 41.5 30 15.3 33.2 36 27.7 42 23.7 48 20.8 64 18.5 80 18.8 86 15.1 72 78 18 150" 22.8 48.0 24 16.9 36.7 30 29.4 36 24.5 42 21.0 48 18.4 54 16.3 80 86 T2 f8 � i 1 I 3U.0 1 9tl.Z I 7L4.4 IIL� HDPo20NTAL MULLION TYPICAL MULLION ARRANGEMENTS_ ARCHES TO BE INSCRIBED INSIDE RECTANOUTAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTH$ ALLOWED) WIDTH (W) = w1 + w2 MULLION SPAN 2 71 3 yay M t0 j o & .. A gZ§z v idzd 11 � z w I 7 7 ' � 8/18" TAPCONS 6tlN• WOOD �ETRAT� S/18' raPcoNs 1-1/2' MN. WOOD PENETRATION 2-3/16" MIN. EDGE DIST. CONCRETE OR V=D WCN 1x FLOATING CUP 11 11 CUP (1 ON EACH wwG) 1 PER ANG 4" IOLLOW BL CK I I I 1 It ANCHORS TYPE 'C' (INTO BLOCK S/16'TO TAPCONS SONRY 9INTO rASONRY 1 -3/4^ MIN. EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO MASONRY b ANCHORS TYPE 'F' (INTO CONCRETE N" 4 PER CUP (2 ON EACH IWNC) 2 PER ANGLE tp 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK m y .L' e \Z I I .•. � :T1 :MZ •t' T• \Z I � �� fW� M1m InD � O m O 1 1 II t1 1 11 11 m p N Z4v $ o 11 II lix 11 II 11 11 t! 11 Z $ d FLOATING '� CLIP I I 11 ALUM2ANCLEB 2 M N1 B" _ �_ji A ~ R O o 2BY WOOD DUCK U V - ------------ ^ I I I T� II tl 2%2xt8' I 1 I I I 1 WOOD BUCK 1% F1.OA1W6 CLtP ' 1 U AwM pNpl� D A 1 I I 1 U 1 1 I I I 5/16^ TAPCONS 1-1/2' MIN. WOOD PENETRATIKW ANCHORS TYPE 'O' (INTO BLOCK) �U ;a ' PER "" ANCHORS TYPE 'G' PINTO CONCRETE) P! a z 4 ANCHORS THRU 1X BUCK ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK INTO TUBE MULLIONS. A UI c 0. \Z I 1 TAPCONS MAY BE HEX OR FLAT HEAD. 1"K4' & 2"x4" MULL 1 a 0. MIN. EDGE DIST. H \ II II 2-3/16" CONCRETE OR 11 I I 4" HOLLOW BLOCK 5/16' TAPCONS 5/16' TAPW S 1-3/4^ MN. EMBED INTO MASONRY 1-3/4' MN. EMBED WTO MASONRY ?� I I I I _ 2 PER CLIP (1 ON FACH WING) 1 PER ANGLE WOOD BUCK LJ LI ALUM2ANGLE 1 1 ALL CUPS AND ANGLES TO FIT SNUG •' �Z ..• I a :,. ' ' o INTO TUBE MULLIONS. ''•' 'O • ^ •° • • ° ••.• TAPCONS MAY BE HEX OR FLAT HEAD. .� I w NS ANCHORS TYPE 'A 2 ANCHORS INTO WOOD !1 11 — ---. 1 1 11 11 181• 5/18' TAPCONS 5/18' TAPCONS 1 1/4" MIN. 1-1/2' MN. WOOD PENETRATION 1-1/2' MIN. WOOD PENETRATION EQQE D19T 4 PER CUP (2 ON EACH WING) 2 PER ANGLE F -111M WOOD BU1'JC— 1 1 1 1 ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD C11 x 2% 1 . 1 --------- t I V=D WCN 1x FLOATING CUP 11 11 ALUM ANGLE 1 I I I I 1 u u i I ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK e P l L>>, MIN. EDGE DIST. /16- CONCRETE OR HOLLOW BLO K 3/16- TAPCONS —1-3/4- MIN. EMBED INTO MASONRY 2 PER CLPfl ON EACH WIND) 5/1V TAPCONS "' --" 4"-" - , 3 MIN. 3 1 4" 1-3/4- MIN. EM INTO MASONRY MIN. I PER ANGLE CONCRETE OR CEMENT BLOCK MNG CLIP ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION MULL 1-3/4' MIK EMBED INTO MASONRY 2 PER CLP (I ON EACH WING) 112 SMS PER ANGLE MIN. . EDGE DIST. 2-3/16- CONCRETE OR 4" JOLLOW BL 3/4' ICK 5/16- TAPCONS 1-3/4" ANN. EMSEONTO MASONRY 5/16' UPCONS 1-3/4" MIN. EMBED INTO MASONRY o 4 PER CUP (2 ON EACH WOW) 2 PER ANGLE MT IN 00 y z 2! VOONCRETE 2E 0 IL ORI - - - i A - - - - - - - - - F Iq 2 7/16 FLOARNG CLIP CEMENT BLOCK X 2 X 1/8- 11 it ALUM ANGLE j u "N. I lit Z 1/4- MIN. MULL ®z m � � ANCHORS TYPE V (INTO BLOCK ANCHORS TYPE 'Q' (INTO CONCRETE 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1'x4' & 2"W MULL x i 'IT -r-tT- MULL /- �'4 z t! � ...... i �511V IAF�WIM 1-3/4* MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WWO) ALL CLIPS AND ANGLES TO FIT SNUG !I INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 70 BE PROTECTED •WITH ALKALI -RESISTANT COATINGS, SUCH AS -BITUMINOUS PAINT OR ,/,i TAPCONS—/ WATER-WHRE METHACRYLATE LACQUER. 1-3/4- ION. EMBER WTO MASONRY PER ANGLE fmmcT as 0*0wvk CLu- 1:: MIN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BL K 3-3/4" 5/16' TAPOONS -3/4• MW. EMBED INTO MASONRY MIN. 14 PER CUP (2 ON EACH WINO) - rt d ~. ti`.�. ••'•': l.'•. ..o ..' ._ , i •.:; CLIP LENGTH MULL "L" 2 X 4 3.688' 2 X 6 5.688' Fi. I 2X6 MULL IN. EDGE DIST. 2-3/16" CONCRETE OR 4" HOLLOW BLO K 3-3/ 4' 1-3�4 rAMINN. EMBED INTD SNRT 4 PER CUP (2 ON EACH WINO) W 4 alp m�N I o t tBY ed02 n ) ir 2X6 MULL 5/16' TAPCONS �y WOOD BUCK /-3/4' MW2X8 MULL. EMBED INTO MASONRY \ S 5/16' TAPCONS 4 PER CUP (2 ON EACH WING) 1-3/4' MDI. EMBED INTO MASONRY '�.� _____________________________ s( 1 I 1 3/4" i- 4 PER CLIP 2 ON EACH WIND) II - MIN. ---------------------------- ( 1 3/4" MIN. 3/4" Z ., 2X6 MULL CLIP LENGTH a MULL L. 2 X 4 3.688' 2 X 6 5.688' \ z \z .i75 2X6 MULL W 4 4 �2 \I • I+ 2 M H s A MIN. / ANCHORS TYPE 'E' (INTO BLOCK} 6 11/16- ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE} 1.-'' ANCHORS TYPE 'E' (INTO BLOCK} TAPCO14S MAY BE HEX OR FLAT HEAD. — ' B* 4 ANCHORS THRU IX BUCK OR ANCHORS TYPE 'H' (INTO CONCRETE} CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE SH BLOCK ANCHORS INTO CONCRETE a BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"x8' MULL SHOWN 2"X6" MULL SHOWN WATER -WHITE METHACRYLATE LACQUER. Zq as MIN. EDGE DIST. 5/is' TAPOONS 2-3/16- CONCRETE OR r-1-3/4" MIN. EMBED INTO MASONRY 3-3/4- 4" HOLLOW BLOCK 4 TOTAL (2 ON EACH WNG)____' MIN. V. 2 7/16" MIN. 2s4 or 2.6 Hull 2 X 2 L -------------J i 4 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE MEPHACRYIATE LACQUER. MIN. EDGE DIST. 2-3/16- CONCRETE OR OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH LOCATIONOF SCREWS CONNECTING .0 -.'Alh, .. 'i., 4 *. 1.688, ANGLESTOTUBES WHERE ANGLES IMULLIONS. 2.688, 1 X 4 3.688, 2 X 4 ARE NOT FIT SNUG INTO TUBE L2 X 6 L9 og 0 A z 0 0 5/8"(2) MULLION L Z 5/16- TAPCONS z 1-3/4' MIN. 9 MBED J4 INTO MASONRY ANGLE 2 PER ANGLE MULLION 2 X 2 x I ALUM ANGLr O G_ 4 OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MULL .0 I X 2 1.688, 1 X 3 2.688, 1 X 4 3.688, 2 X 4 3.68B_ L2 X 6 5.688. 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. 2" 1 14CHANN& S.M.S. #12 F.H. SACS. 2/ SIDE I 1/8- THICK ALUM CHAINNEL LENGTH TO FIT SNUG _./ INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY �14 S PER FM CLMSIP ACCESS HOLE /1--1/2" D.C. UN. THIS SCREW CAN BE INSTALLED IN EITHER- 112 FN SMS DIRECTION PER CUP I" D.C. MIN. 1-3/4" X 2' X 1/8" (FOR 3/4' X 2- X I/W FOR r. U. AND TUBEI CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE Y TO VERIFY CAPACITY OF CONNECTION tjRot)ucr 9 4L CUPS AND ANGLES TO -FIT 5egxi I INTO TUBE MULLIONS. D TAPCONS MAY BE HEX OR FLAT HEAD. A... og 0 A z 0 0 MULLION Z z MULLION 38 3f8 6D&0 67 74114 84 59 5aP es 60 IDB 12D 132 144 ISO "NGX°"CLP HORIZONTAL MULLION ANCHOR CLIP NOTES: ANCHOR TYM and SUFISIRA7E 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER <' PRODUCT `. 3 B 1 C 0E FI 0 vw. Nd I 6k Elk 9k Cmc Oona Opm MI. 68 112 128 150 160 144 15D 160 160 42 54 97 148 150 108 150 150 118 34 07 77 116 150 87 130 160 93 28 5e 65 97 129 72 109 144 77 24 48 65 83 111 62 93 124 68 21 42 48 73 97 64 81 108 68 19 37 43 1 66 88 48 72 88 81 17 34 39 1 68 77 43 e5 67 15 31 35 b3 70 39 69 1 79 -48- 42 14 28 32 49 85 33 64 1 72 39 13 28 30 45 180 33 50 1 67 36 51 102 117 160 1 150 131 160 1 150 140 38 77 88 132 1 150 98 148 1 150 105 31 81 70 108 1 141 79 118 150 84 28 61 69 88 117 66 99 131 70 22 44 50 76 101 58 85 112 60 19 38 44 68 88 49 74 98 53 17 34 39 69 78 44 66 87 47 16 31 35 53 70 39 69 79 42 14 28E27 48 64 38 54 72 38 13 28 44 69 33 49 88 35 12 24 41 644e 81 32 47 94 150 150 'IZD 150 15036 70 121 150 9D 136 150 98 28 68 97 128 72 109 144 77 23 47 81 108 6D 90 120 64 20 40 69 92 W 78 103 55 18 35 40 61 81 45 6e 90 49 16 31 38 64 72 1 40 60 80 43 14 26 32 49 08 38 54 72 39 13 28 29 44 69 33 49 88 35 12 23 27 40 64 3D 46 60 32 11 22 37 50 M 42 55 3D 45 9D 103 150 16D 116 18D 150 123 34 87 77 118 160 w 130 150 93 27 64 e2 93 124 69 104 138 74 22 45 52 78 103 58 87 115 82 18 38 44 67 8819 1 74 09 53 17 34 39 68 177 43 1 65 1 87 48 18 30 34 b2 1 69 33 66 77 41 13 27 1 31 1 47 1 82 1 36 1 62 1 1137 "NGX°"CLP HORIZONTAL MULLION ANCHOR CLIP NOTES: .��` 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER <' PRODUCT `. 3 TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN CLAM PRDI=T GIAZOJO PRODUCT 3 Z � THE DESIGN LOADS REOUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER & LOCATIONS AT HEAD, SILL OR JAMB ENDS. S. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. HORI20N AL MULLION SPAN 4N EMENTS M=ar -] PRODUCT REV119M AaaeN -- f4gQ017 till gy DeOs M ProAacl 13p4 I MIAMI•DADE 11DAMI RADE COUNTY ®PRODUCT CONTROL SECTION 11805 SW 26 St►vet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) T(786)315,2590 F (786) 315 2599 BOARD AND CODE ADMINISTRATION DIVISION W%" misn,N2gy_&conom1 NOTICE OF ACCEPTANCE OA - Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 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: ESCRIPTION: Series ,3200" Outswing Aluminum Casement Window — L.M.L APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision B dated 02/26/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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. jVIMELE IMPACT RATING: Large Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeltseries, 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 and renews NOA # 12-0127.21 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ' NOA No. 13-1217.22 tm Fn 1iC PITY Expiration Date: March'04, 2019 Approval Date: March 06, 2014 114, Page 1 Lawson Industries, Inc. NO ICE OF AC CEPTANCE: .EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2.- Drawing No. L3200-0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision oE dated 02/26/14, prepared by manufacturer, signed and sealed by Thomas J. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-9 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI-08-2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI-08-2099B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2) Cyclic Wind Pressure Loading per FBC, TAASS 2 2003-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by. Solutia, Test Report No. HETI-08-2100, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 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 marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2101, dated 07/10/08, signed and seated by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. )HETI-08-2102A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) Manu rez, P.E. Product Con rol xaminer NOA No. 13-1217.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-1 Lawson Industries, 1111. B. TESTS (corrrINWn) 6. Test reports on: 1) Large Missile Impact Test per FBC., TAS 203-94 2) Cyclic Wind Pressure Loading per along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS Jami glass w/S ed and laminate by DuPont, Test Report No. HI<J a under #08-2B, dated 0020.08}� sealed by Candido F. Font, P.E. (Submitted er FBC TAS 202-94 7. Test report on: 1) Uniform Static Air Pressure Test, Loading p along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. (Submitted 08 2und9NOA dated 020.08}, signed and sealed by Candido F. Font, P.E. (Sub 8. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-209713, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA #08-1020.08) 9: Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window,Test �i�t No HETI-08.2103A, HS 07/10/08, signed and glass W/SGP laminate by DuPont, Te Repo sealed by Candido F. Font, P.E. (Submitted tinder NOA #081020.08) 10. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2103B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 11. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. Jami glass w/PVB laminate by solutia, Test Report No. HETI-08-2104, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) "-7 f Manuel Per E. Product Control a er NOA No.134217.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-2 Lawson Industries, Inc. 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their `DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by.Thomas J. Sotos, P.E. (Submitter) under previous NOA No. 12-0127.21) 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.21, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window — L.M.I., approved on 03/29/12 and expiring on 03/04/14. 5 MapneI Pe , E. Product Control xai er NOA No. 13- .22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E=4 ANCHORS, W 3 AT FRAM HEAD (C),3 AT FRAM SILLA A N RD) 9 AT EA. FRAM JAMB �j 3B N / 1 NUI TUTS ARC Al-PLIED EODLWflAI V/ SILICONE AND ARE AVAILABLE AS IIPIMNAL 37' VI FRAME W D ELEVATION (UNITED TO WAN ON SHORT ti OF 7) I �1 "XO" ELEVATION - (OX reversed) (UNITED TO (AADS ON SHEET 8 OF 7) W ELEVATION,jEfALSE vilrnLvilAl (LIMITED TO Was ON SHEET 8 OF 7) V/ ttLD ICONS ANO aa[ AVA .�E AS OPALIL. SERIES -3200 OUTSWING CASEMENT I`vf.PACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTER TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BURRING CODE INCLUDING HIGH VELOCITY HURRICANE 'LONE (HVH* AND ASTM t3D0-9. THIS PRODUCT' 18 IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTRRS. R.) 1X or S X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED so THAT THE BUILDING RESISTS THE SUPERIMPOSED LAMS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNIT'S. ON CENTER (D.C.) ANCHOR SPACINGS WILL VARY WITH UNI' DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 8 & S. .4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINO'3 ARE TO BE BNGINEFRED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 8.) SEE SHEET 03 FOR BIL. OF MATERIALS AND DETAILS. 8.) SEE SHEET Ata & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 1.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST DE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL & NOTES) 8.) MAWRIALS INCLUDING BUT NOT LIMITED TO STM SCREWS, THAT COME INTO CONTACT WITH OTHER DISSBULAR MATERim SHALL MEET THE REWFIZUBER3 OF 8010 FLORIDA BUILDING CODE SECTION S00SAL4 AND/OR SECTION 13303.2 94 W. & INT. FALSE CALL U" MUNTRNS ARS OPDONAL & AND An APPIM W/ MUCOUS 10J VWX8 MIL ANCHOR cum TO Be MFA8d m FROM TRE VMS Sm OF "M WINDOW Pulm AND To HE LOCATED WITHIN A +/- 1/Y TOLESAUca TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRANK HEAD. 11.) SEB SHEET ! 4 OF 10 FOR FIANCE PERIMETER CAULK/ INSTALLATION DETAIL 12.) EXT. & INr. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE • WHEN THE OAP BISTWEEN THS WINDOW PRAMS AND THE DUCK OR MASONRY 19 LYES THAN 1/0', /HIND ARE NOT REQUIRED. ANCHORS NOTE ANCHORS TO BE 412 S14S OR WO. SCREWS INTO VOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CINE., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CUM. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) N. ERAZO IBAZD 1TE_z "'r:I:itN�� Awf.tw tw•b D REVISED B WU Me Florida 41 .w so sr. 33165 PH N. (sail, 698-8580 wm a.w NIM A•rq•ryl >' w>aaa a d Nit ASSd41T ®TORR APGO LGIaA OS -01 Series: 3200 Outswing impact Casement Window GENERAL NOTES & APPROVED ELEVATIONS (X, XX. XO or OX) .,.&a GtR rts�-�a.�-ot b..&' ff".u. L3200-0801 dam` 1 or 7 EXT. TO VDN INS FAC BY 4 zfn I DauDiziti I D_ m .i 4 ' _. �. ► _ .,_. CONCRETE OR P.T. WOOD ABY OTHERS K1 FIRM _--� WOOD FReME IN�'A1 L.ATION DETAIL PRODUCT RDV131ID SEE MULLION APPROVALS FOR mmmgyABoflbtiaFlmfAX MULLION TYPE, SIZE AND MAX. WMl"8006 DESIGN PRESSURE LIMITATXNNS. A t9 THE LOWER PRE OW OF FIXED, CASEMENT Y4INOOW. ORM MILLION SHALL GOVERN. Oak 11 1/4- L aSPAeam IAWBON SERIES- 3200 CASEMENT WINDOW - BILL OF MATERT&W LIST L NO. PARI' NO. QUANTITY DESCRIPTION REMARKS 3001 U-118 1 FRAME HEAD �-TB ALUMINUM 3002 LB -11S 1 FRMS SILL 0083 -TB AUOMBNAI 3DO2 U-tIS 2 FRAME JAMB-MINGE SIDE 8083-75 ALUMINUM 5002 LB -115 2 FRAME JAMB -LATCH SIDE 6083-78 ALUMINUM 3004 LO -118 2 VEM TOP IAB 6083-78 ALUMINUM 3004 LO -110 3004 LO -110 2 2 VENT BOITOMI RAIL vENr SIDE RAIL -HINGE SIDE 6083-70 ALUMINUM 6063-78 ALUMINUM 3004 1.11-118 3003 LB -116 3008 LI -111 3005 U[- 113 •3010 UI -7708 2 VENT SIOE RAIL -LATCH SIDE AS REQ'0. IN -POST T X ANCHOR FRAME SILL ANCHOR CLI' AS REO'D. FDCED LITE MOUNTING BRACKET AS REOD. GIAZINO BEAD - S/16" 6063-78 ALUMINUM 8063-18 ALUMINUM 8083-T6 ALUMINUM (3• L.) 6083 -TB ALUMINUM- (3" 0 8063-T5 ALUMINUM -7531 L-7531 AS REOD. GLAZING BEAD BLAB VINYL PMC VWL SM -5731 AS REOD. CURING SEALANT - SILICONE 5012 U-110 AS REOD. WEATHERSTRO'PIKU - FRAMEMNT PVC VINYL -3011 LU -133 AS RE0•D. GLAZING BEAD 11/18" LAm./06tH- 6083 -TS ALUMINUM -3013 12 CORNER KEY PER FRAME -3013 8 CORNER KEY PER VENT -W/3 4 X POST CORNIER KEY PER IN -POST B FRAME ASSEMBLY SCREWS p10 X i- PH SMS B VENT ASSEMSI.Y Sc tNs p10 X 1 1/4- PH SMS 2 X VENT 4 BAR W HINGES - SIO. & H.O. ' 2 X VENT 4 BAR 45' HINGES - STD. & KD. • AS REOD. mm= MOUNTIIG SCREWS p10 X 1/2' P.K./PHIL. B 1 x VENT VENT OPERATOR - 11UAL a SINGLE • 4/ OPER. OPERATOR Mtx01T1NG SCREWS p10" X 3/4- i.K/PHIL. SOU 1/ OPER. STAff_ SS STEEL C" TRACK 2/ TRACK TRACK MOUNTING SCREWS ps It 1/2- F.H./PHIL. SDS 1/ OPERATOR STUD BRACKET COMOECTOR 2/ WZKET STUD BRACKET SCREWS P X 1/2- F.H./PIR.. SOS I/ VENT LOCKING HANDLE 2/ LOCK LOCK HANDLE MOUNTOKO SCREWS 010-32 X 3/8" PH MS 1/ VENT LOCKING MULTI -POW BAR _•, 1 X LOCIC POINT 7E BAR NYLON GUIDES 2 X GUIDE NYLON GUIDES MOLDI7ING SCREWS is X I" PH./PHIL. B 1/ LOCK KEEPER (ST. STEEL) _tn�e 2/ KEEPER 4 KEEPER MOUNTING SCREWS SNUBBER _ 6O63 -T5 M'UMINLIM B WWFLp10OAUi3188 406-a6M Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LUST AND DETAILS aswnv __ _. *1- " M. Ls200-mot e a K o OFRAME HUD L-3001 5063-76 ALUMINUM FRAME SILL / JAMB: L-3002 6083 -TB ALUMINUM I .062 g(� FRAM IN -POST RAN. J L -SM wu-TB AUmm r—, •3S A' A" IR CLUSTER TYPICAL) rRAME J" 5 6 s IMPOST ANCHOR DETAIL — FRAME CORNER D T I VENT RAIL L-3004 -- SEE MULLION APPROVALS FOR 608346 ALLUNUM MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FIXED, I CASEMENT WINDOW OR, MULL SHALL GOVERN 114' MAX SKIN P 12S IM.S. X 1 1/4" L. SEE E2. FOR SPACING 1. ALL STEEL IN CONTACT WITH t WIT RAL j � �" vEYT RAL PENT JA+18 ALUM. TO BE PAFNTED OR PLATED. .�._..._...__.�_.._....._. .--"---- __L:/ ay XSMlS 2. METAL STRUCTURES: —....-.-._._......._._..__._. _.... .....�____. __-._---.-' 0.0711 FRAME SHEAR PLATE o 0 (STEEL OR ALUM. 1/8; MIN. THICK) Ly3007 I— A) STEEL Fy 36 KSI MIN. 6063-T5 ALUMINUM 0•t B) ALUMINUM : 6063-T5 MIN. P. 101 4' t.2t 1.231 PERIMETER r� WINDOW FRAME FRAME IMPOST DETAIL ALUMINUM SNUBBER SEALANT a3H ® L-3014 FRAME & SASH CORNER ASSEMBLY DETAIL oa» BDBa-75 aLtnmaM —METAL—STRUCTURE ATTACHMENT DETAII. 10 FRAME SILL ANCHOR CLIP .094 11 RODTICTRBYISBD u em6pyi� wl Atho Fl6lId6 L-3006 FIXED LITE MOUNTING BRACKET AecsptAuoeNo - L 6063-T8 ALUMINUM .970 L-3005 r OA94 8083-T6 ALUMINUM Bt,)MmtbnDate 2olq o.t ay 0.070j, IM 4 GLAZING READ 18 OLAZINO BEAD ®GLAZWa BEAD r A a.e a �m reg L� W S ®1 �L0��A 33166 6/18" Lmtilaated 11/18' IwWa/t6/Lsmloalad 7/18' Lamipaled r' All pw 96 sT. L-3010 m L-7708 L-3011 or LB -139 7-3008 of LH -188 I & '9t Ow rsas�e M aut 6 a o a 7ex- PR tla 1�J -11860 An cum 6063-75 ALUMO M 6063 -TS AUJIMM QTS .• MtR9l�.6.7011>+1 0► 9W1M � WA a . I: t: ` ps wu 1w O.w r PN O.Igap a�4nnoro � p •u10. p — a rr. ORM ft N. 1=20 m Series: 3200 Outsw[nR Impact Casement Window 0391 0296 ;. +x^ 119Aao n.r. r4 EXTRUSION CROSS-SECTIONS. & ASSEMBLY DETAILS O.oso 0.11 alts 0.688 BUILDING PERMIT APPLICATION PUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: FBC ZO 0� Master Permit No. Sub Permit No. REVISION ❑ CHANGE OF CONTRACTOR ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores /County: Miami Dade Zip: 33 [ 66D Folio/Parcel#:19 1 3 L o 1(2—),5-0 Is the Building Historically Designated: Yes NO Z-- Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Ff"� I Pt 14 IS PU.) c-) N S/9 Phone#: W aS / 51h� i Address: 3 City: State: I Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: e- % Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New �i ❑ Repair/Replace ❑ Demolition Description of Work: / v Q W P&08k'- "+ O 'n I Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 14. 00 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding .$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat e OWNER or AGENT The foregoing instrument was acknowledged before me this day of1� �-- 20 l by � Pv�O 4 who is personally known to T PT SQA ►3 me or who has produced k identification and who did take an oath. NOTARY PUBLIC - Sign - UBLIC:Sign: Print: Seal: APPROVED BY (Revised02/24/2014) t4otary public State of saf de *nd'a A1��Fx t�E3�90 �cplreso910 aOib CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Print: Seal: Plans Examiner Structural Review as Zoning Clerk MIMI®DiADE M A i- A COUNTY • P T NT 0 SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 105 26 S re t, Room 208 AFFAIRS (PERA) 1 a 175-2474 BOARD AND CODE ADM as" 5 6� 315-2599 NOTICE OF ACC PTVN, 0MOM-1v y Wv In itis e.eov/neral V J jw�. 1- 1 Trulite Window & Door oftJ at 8130 NW 70 Avenue �- Medley, FL 33166 - -- - - - - - SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves ft -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. W W - > • Clipped, Extruded Aluminum Tube Mullion - L.M.I. C o P V I CUMENT: Drawing No.M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 Ma ed� U Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed rn ' a i E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of e c n r and expiration date by the Miami -Dade County Product Control Section. CT RATING: Large and Small Missile Impact Resistant ABL h unit shall bear a permanent label with the manufacturer's name or logo, city, state, z od and following statement: "Miami -Dade County Product Control Approved", unless otherwise m ed re WJ 4t_ of tis NOA shall be considered after a renewal application has been filed and there has been Ao ch In pplicable building code negatively affecting the performance of this product.. • • • • • E O of this NOA will occur after the expiration date or if there has 1hW a1evision or change • • •: • 1 th fgat ri s, �Se, and/or manufacture of the product or process. Misuse of this VC4.ds an e96Usement 000000 Q fan to u , f sales, advertising or any other purposes shall automatically terminale#his NOA. Failure. co ly i h y section of this NOA shall because for termination and remova; e 6N9A. ""•' 0000.. R IE : The NOA number preceded by the words Miami -Dade Tounty; Florida, afia: o owe byY c expiration date may be displayed in advertising literature. If qW ppition oi; Elie �IOA i • • 0000. displayed, then it shall be done in its entirety. ...... . • INSPECTION: A coby of this entire NOA shall be provided to the user by the manufacturer qr og ; . • • • • • distributors and shall be available for inspection at the job site at the request of theMuMing Official. :0000; This NOA revises and renews NOA 010-0930.06 and consists of this page l and evidence p4.42-1 and' E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-1213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Page 1 Trulite Window & Door Solutions LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 2 mulled fixed frame windows, O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 3 mulled fixed frame windows, O-O/O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under previous NOA #02-0227.01) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1297, dated 09/21/95 signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA #95-4515.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 05/09/09 and revised on 11/16/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 • ...... .... ...... D. QUALITY ASSURANCE """ • 1. Miami -Dade Department of Permitting, Environment, and ReQjjory A{+ 464 EPERA), . •' ...... .... ...... E. MATERIAL CERTIFICATIONS 1. None. E-1 .... .. . ...... .. . . . ...... .. . . ... . Manuel Perez,/Adi Product Control Exa(hingf NOA No. 11-12 .07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated November 16, 2011, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. S. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10- 0930.07). 6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 10-0930.06, issued to Arch Windows, LLC dba AWP for their "Aluminum Tube Mullion -- L.M.I.", approved on 01/06/11 and expiring on 12/24/11. • . . .... ...... ...... .... ...... •••••• 0000 e • •e••e• • • • • • • • • ••e••e• e •••e•• fCA1 44 444 --Manuelz, P.E. Product ContI E miner NOA No. -1213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 E-2 6=0 2000 ALL TUBE MULLIONS TO BE ALLOY 6063-T6. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FUR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLION IONS USING MULLION PROPERTIES ONLY THIPRODUCT HAS BEEN DESIGNED AND TESTED *TO COMPLY WEIR THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THE A�/LL1EA5•MLOT WET TAE APPLICABLE BUILDING CODE REQUIREM S I.E. WIRD WATER• INFILTRATION, FORCED ENTRY RESIST F- SAFEGOARDS • • WOOD BUCKS BY OTHERS, MUST BE ANCHOR PROPEWLY :)T:AN4ER, RH LOADS TO E STRUCTURE. • • • • • • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DEMOS, EMBEDMENT TO EASE MATERIAL. SHALL 1E BEYOND WALL COVERING (STUCCO, TILE ETC.} ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, • • • q • • • • A LOAD DURATION INCREASE IS USED IN $ESIA OF JIGHORS IN: 4D Of. MATERIALS INCL=No BUT NCT LIMITED ID MED'! SCRE•S, TEM• •DME OPo CONTACT WITH OTHER DISSIMILAR MATERIALS •M[ET THE REQI•REMFtM" OF 2010 FLORIDA BLDG. CODE SECTION MM.B.4. • • • • MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL MIAMI -RADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. INSTRUCTIONS: • • • ASE CHARTS AND GRAPES AS FOLLOWS. • sKP •t. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • &OR PARTICULAR OPENING. • $1�P Q• USE APPROVED GLAZING PRODUCTS MEEIWG ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. UFJNG CHARTS ON SHEET 2 SELECT MULLION SIZE WITH 4I N RATING MORE THAN DESIGN LOAD SPECIFIED • • • r $IEP 1 ABOVE. • • VSINC ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHARTS S1 Po5 ON WiEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING • MaRE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION CLIP M-65) (6063 -TB) I MULLION CLIP oo83-Ts) (ALT. TO ANGLES) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FR SNUG CLIP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MULLIONS. INTO TUBE MULLIONS. .728 L718-1 125 12S 1.613 1613 ,LION CLIP (6063 -TS) MULUON CLIP (6063 -Ts) SNUG CUP CUP LENGTHS MUST BE CUT TO FIT LENGTHS MUST BE CUT TO FTF SNUG OVTO TUBE MULLIONS . INTO TUBE MULLIONS. (NO SIDE FASTENERS REQD.) (NO SIDE FASTENERS READ.) T. ,w CWL.1e pRCmUCT RBVI3® FLA EZ62 umiPTldog witd lb0 E71gW CAN, 3558 Tlatidi•g Code �� ���� 4%w P �o a 0 IL <4 04 LL Z" drawing no. M95 -06A �u O • VERTICAL 'f MULUON z PRODUCT RODUCT 3 a O 3 iN F fl o0 a ARCHES TO BE INSCRIBED WSME RECTANGULAR SHAPE �j Q HORIZOMAL MULLION O °�•z {1• Z C �I<t O N Z C O MUWON SPAN TYPICAL MULLION ARRANGEMENTS m� WIDTH (W) w1 2 ~ $ $� Z z QOD a0 O °p c N 0 0 N 1 X 2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. TUBE 2 X 4 STD. TUBE 2 X 8 STD. TUBE 01 1 • • • • • • • • • la 91"4 S8 9i"3 Ix IN"4 Sa M"3 Is W"4 IN"3 Ts RJ"4 a W"3 Ix IIV"4 x R4"3 • • • • • • • • • • • .33 .332 .850 .833 .037 __0198$_ 8. 78 2.7 • • • • • • • • • �IAVAO s NOTE: •• ••• •• • • • •• �� Yv MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED FLA PE "35W m comp(.TRSVI LIM _ as rnmpty9,tg with tha Flarth VERTICALLY OR HORIZONTALLY. BaBdmg Q& Aeceptmwo No (INTERPOLATION BETWF�� WR FMS ALI�OWED� • i • • • .�� E`Pt,mi°ngat° r�° • • • • • • • • • s �© BY drawing no. • •• • • • • • • MULLIONS I M95 -06A .. .. .. . • • • • • • • • • Bh-t 2 of 6 DESIGN LOAD CAPACITY -PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 2 1 X 3 1 X 4 2 R 4 2 X 8 WIDTH (w) MULL SPAN 9TD. STD. 9TD. STD. M. 18-,/8° 140.0 140.0 140.0 140.0 140.0 28-i/2" 138.2 140.0 140.0 940.0 _140.0 30" 120.3 140.0 140.0 140.0 140.0 37• 97.8 140.0 140.0 140.0 140.0 42" 55.9 140.0 140.0 149.0 140.0 48° 38-3/8` 76.2 140.0 740.0 140.0 140.0 53-7/8° 87.8 139.8 740.0 140.0 140.0 80` 80.2 123.8 140.0 140.0 940.0 88• 64.7 112.b 140.0 140.0 140.0 7z• 50.1 to3.z ,ao.o tao.o 140.0 7a` 48.a 100.4 140.0 ,40.0 ,ao.o 78^7/8" 82.2 140.0 140.0 140.0 140.0 28-1/2` 39.3 140.0 140.0 140.0 140.0 30` 524 140.0 ,40.0 740.0 140.0 3Y 42.8 115.3 140.0 140.0 140.0 42° 37.4 101.8 140.0 140.0 140.0 48• 30-8/8` 32.8 88.9 140.0 140.0 140.0 83-7/8• 29.8 80.3 129.3 140.0 140.0 80• 28.2 7,.7 1745 140.0 140.0 88° 25.8 84.7 104.1 140.0 ,40.0 72• 27.8 $8.3 96.4 738.3 140.0 74° 21.2 37.7 828 735.8 140.0 le -1/6• az.7 122.1 lao.o 1ao.o 7ao.o 28-7/2° 30.8 88.1 140.0 140.0 140.0 30" 27.2 77.6 ,ao.o 1ao.o 740.0 3Y 220 83.1 119.8 140.0 140.0 42" - 56.8 1OS.8 140.0 140.0 Q. &3• - 48.8 92.4 136.0 140.0 53-1/8° - 43.8 83.5 127.9 140.0 80• - 38.9 73.8 106.0 140._0 88` - 35.4 87.2 88.2 140.0 72• - 32.4 81.8 80.0 140.0 74• 315 80.0 879 140.0 19-1/8" 28.1 74.8 140.0 140.0 740.0 29-,/2• - 63.6 „5.a ,40.D ,40.G 30• aas fo1.9 ,40.0 ,40.0 37' - 38.5 _ 826 120.7 ,40.0 42• - 33.8 728 ,08.4 140.0 48" 74-1/4• - 28.7 83.7 93.7 140.0 63-1/8• - 28.8 87.8 84.1 ,40.0 80` - 23.8 51.0 74.4 149.0 68" - 21.8 48.3_ 87.7 13,.0 72' - - 42.5 82.0 120.1 74• - - 41.3 80.4 118.9 DESIGN LOAD CAPACITY -PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 2 I X 3 1 X 4 2 X 4 2 X 8 wIDTFI (w) MULL SPAN S'I'D. STD. STD. STD. STD, ,8-,/B• - 57.5 110.4 140.0 140.0 28-1/2° - 37.2 78.7 118.4 140.0 30• - 32.8 70.4 102.8 140.0 37` - 28.8 57.1 .--83.4 140.0 42• 23.4 60.3 73.5 140.0 46^ ea• - ao5 44.o ea.3 ,ao.9 53^,/8• - - 39.7 Be.t lazz 80° - - 36.2 61.4 112.8 88" - - 32.0 48.7 1024 7a• - - ae.s 428 93.6 74• - - 28.5 41.7 91.3 19-t/8` - 34.5 74.0 108.7 140.0 28-1/2° - 24.9 b3.4 76.0 140.0 30` - 220 47.2 889 140.0 3Y - - 38.2 58.9 139.8 42` _ - - 33.7 49.2 123.2 48• 98° - - 29.5 43.1 107.8 53-1/6" - - 28.8 389 97.4 89• - - 23.8 34.4 88.2 88" - - 21.4 37.3 78.4 72" - - - 28.7 71.8 74" - - - - 27.8 89.9 19-1/8° - 24.2 31.9 76.8 740.0 28-,/2" - - 37.5 649 140.0 30• - - 33.1 48.4 134.6 3Y - - 28.9 59.2 ,09.1 42• - 23.7 34,6 98.1 48" 108° - - 20.7 30.2 84.1 53-1/8` - - - 27.3 78.0 80` - - - 24.2 87.3 s6• - - - 22.0 _ fi7.a 2o.z sfi., 74' - - - - 64.8 18-1/8• - - 37.8 66.3 140.0 26-,/2• - - a7.3 399 ,,,.9 V. - - 24.1 36.3 98.1 37` - - - 28.8 78.6 42" - - - _ 26.2 70.1 48" 120" - - - 220 81,3 `x'-1/8` - - - - 66.4 �• _ _ _ _ 49.0 88° - - - - 44.8 72• 40.9 74° - - 38.8 DESIGN LOAD CAPACITY -PSF (TUBE MULLIONS) WINDOW DIMS. 1X2 1X3 I X4 2X4 2X8 WIDTH (w) MULL SPAN STD. STD. M. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• �� OLAZ640 PRODUCT i 3 STD. STD. 19-1/8" 26-1/2" 37" 42" 48" 33-1/8" 80° n° 74` 132" - - 28.5 41.8 _ 115.8 - - 20.5 30.0 83.4 - 26.5 73,7 - - - 219 59.8 - - - - 52.8 - - - 48.1 - - - - 41.8 - - - - 38.8 33.5 - - - - 30.7 - - - - 29.9 19-1/8` 28-1 /2" 30° 37° 42• 48` 53-i/8° BO• BB° 72° 74• 144° 21.9 32.0 89.0 - - - 23.1 84.3 - -' - 20.4 38.8 - - - - 48.0 - - - - 40.5 359 - - - - 321 - - - - 28.4 - - - - 25.8 - - - 23.7 - - - 23.0 �u O • VERTICAL 'f MULUON z PRODUCT RODUCT 3 a O 3 iN F fl o0 a ARCHES TO BE INSCRIBED WSME RECTANGULAR SHAPE �j Q HORIZOMAL MULLION O °�•z {1• Z C �I<t O N Z C O MUWON SPAN TYPICAL MULLION ARRANGEMENTS m� WIDTH (W) w1 2 ~ $ $� Z z QOD a0 O °p c N 0 0 N 1 X 2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. TUBE 2 X 4 STD. TUBE 2 X 8 STD. TUBE 01 1 • • • • • • • • • la 91"4 S8 9i"3 Ix IN"4 Sa M"3 Is W"4 IN"3 Ts RJ"4 a W"3 Ix IIV"4 x R4"3 • • • • • • • • • • • .33 .332 .850 .833 .037 __0198$_ 8. 78 2.7 • • • • • • • • • �IAVAO s NOTE: •• ••• •• • • • •• �� Yv MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED FLA PE "35W m comp(.TRSVI LIM _ as rnmpty9,tg with tha Flarth VERTICALLY OR HORIZONTALLY. BaBdmg Q& Aeceptmwo No (INTERPOLATION BETWF�� WR FMS ALI�OWED� • i • • • .�� E`Pt,mi°ngat° r�° • • • • • • • • • s �© BY drawing no. • •• • • • • • • MULLIONS I M95 -06A .. .. .. . • • • • • • • • • Bh-t 2 of 6 DESIGN LOAD CAPACITY -PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 2 1 X 3 1 X 4 2 R 4 2 X 8 WIDTH (w) MULL SPAN 9TD. STD. 9TD. STD. M. 18-,/8° 140.0 140.0 140.0 140.0 140.0 28-i/2" 138.2 140.0 140.0 940.0 _140.0 30" 120.3 140.0 140.0 140.0 140.0 37• 97.8 140.0 140.0 140.0 140.0 42" 55.9 140.0 140.0 149.0 140.0 48° 38-3/8` 76.2 140.0 740.0 140.0 140.0 53-7/8° 87.8 139.8 740.0 140.0 140.0 80` 80.2 123.8 140.0 140.0 940.0 88• 64.7 112.b 140.0 140.0 140.0 7z• 50.1 to3.z ,ao.o tao.o 140.0 7a` 48.a 100.4 140.0 ,40.0 ,ao.o 78^7/8" 82.2 140.0 140.0 140.0 140.0 28-1/2` 39.3 140.0 140.0 140.0 140.0 30` 524 140.0 ,40.0 740.0 140.0 3Y 42.8 115.3 140.0 140.0 140.0 42° 37.4 101.8 140.0 140.0 140.0 48• 30-8/8` 32.8 88.9 140.0 140.0 140.0 83-7/8• 29.8 80.3 129.3 140.0 140.0 80• 28.2 7,.7 1745 140.0 140.0 88° 25.8 84.7 104.1 140.0 ,40.0 72• 27.8 $8.3 96.4 738.3 140.0 74° 21.2 37.7 828 735.8 140.0 le -1/6• az.7 122.1 lao.o 1ao.o 7ao.o 28-7/2° 30.8 88.1 140.0 140.0 140.0 30" 27.2 77.6 ,ao.o 1ao.o 740.0 3Y 220 83.1 119.8 140.0 140.0 42" - 56.8 1OS.8 140.0 140.0 Q. &3• - 48.8 92.4 136.0 140.0 53-1/8° - 43.8 83.5 127.9 140.0 80• - 38.9 73.8 106.0 140._0 88` - 35.4 87.2 88.2 140.0 72• - 32.4 81.8 80.0 140.0 74• 315 80.0 879 140.0 19-1/8" 28.1 74.8 140.0 140.0 740.0 29-,/2• - 63.6 „5.a ,40.D ,40.G 30• aas fo1.9 ,40.0 ,40.0 37' - 38.5 _ 826 120.7 ,40.0 42• - 33.8 728 ,08.4 140.0 48" 74-1/4• - 28.7 83.7 93.7 140.0 63-1/8• - 28.8 87.8 84.1 ,40.0 80` - 23.8 51.0 74.4 149.0 68" - 21.8 48.3_ 87.7 13,.0 72' - - 42.5 82.0 120.1 74• - - 41.3 80.4 118.9 DESIGN LOAD CAPACITY -PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 2 I X 3 1 X 4 2 X 4 2 X 8 wIDTFI (w) MULL SPAN S'I'D. STD. STD. STD. STD, ,8-,/B• - 57.5 110.4 140.0 140.0 28-1/2° - 37.2 78.7 118.4 140.0 30• - 32.8 70.4 102.8 140.0 37` - 28.8 57.1 .--83.4 140.0 42• 23.4 60.3 73.5 140.0 46^ ea• - ao5 44.o ea.3 ,ao.9 53^,/8• - - 39.7 Be.t lazz 80° - - 36.2 61.4 112.8 88" - - 32.0 48.7 1024 7a• - - ae.s 428 93.6 74• - - 28.5 41.7 91.3 19-t/8` - 34.5 74.0 108.7 140.0 28-1/2° - 24.9 b3.4 76.0 140.0 30` - 220 47.2 889 140.0 3Y - - 38.2 58.9 139.8 42` _ - - 33.7 49.2 123.2 48• 98° - - 29.5 43.1 107.8 53-1/6" - - 28.8 389 97.4 89• - - 23.8 34.4 88.2 88" - - 21.4 37.3 78.4 72" - - - 28.7 71.8 74" - - - - 27.8 89.9 19-1/8° - 24.2 31.9 76.8 740.0 28-,/2" - - 37.5 649 140.0 30• - - 33.1 48.4 134.6 3Y - - 28.9 59.2 ,09.1 42• - 23.7 34,6 98.1 48" 108° - - 20.7 30.2 84.1 53-1/8` - - - 27.3 78.0 80` - - - 24.2 87.3 s6• - - - 22.0 _ fi7.a 2o.z sfi., 74' - - - - 64.8 18-1/8• - - 37.8 66.3 140.0 26-,/2• - - a7.3 399 ,,,.9 V. - - 24.1 36.3 98.1 37` - - - 28.8 78.6 42" - - - _ 26.2 70.1 48" 120" - - - 220 81,3 `x'-1/8` - - - - 66.4 �• _ _ _ _ 49.0 88° - - - - 44.8 72• 40.9 74° - - 38.8 DESIGN LOAD CAPACITY -PSF (TUBE MULLIONS) WINDOW DIMS. 1X2 1X3 I X4 2X4 2X8 WIDTH (w) MULL SPAN STD. STD. M. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• �� OLAZ640 PRODUCT i 3 b`lAZR4G GLAZING PRODUCT PRODUCT 19-1/8" 28-1/2° 30' 37' 42" 48" 53-1/8' 80' 66" DESIGN LOAD CAPACITY - PSF 48.7 97.4 553 35.1 70.3 39.E 31.0 62.1 35.2 WINDOW DIMS. 22.2 44.3 25.1 - 38.8 22.0 ANCHORS TYPE - 31.0 - - 282- MUWON CLAZINO WIDTH (W) MULL SPAN A2 A4 I AA2 AA4 AAA2 AAA4 H2 114 19-1/8" 26-1/2" 30° 37" 42" 48" 53-1/8° 60" 88' 72° 74° 84" 69.6 139.1 78.9 140.0 91.4 140.0 140.0 140.0 50.2 100.4 56.9 113.9 66.0 132.0 123.9 140.0 44.3 88.7 50.3 100.6 58.3 116.6 109.5 140.0 36.0 71.9 40.8 81.5 47.3 94.5 88.8 140.0 31.7 63.3 35.9 71.8 41.6 83..3 78.2 140.0 27.7 55.4 _ 31.4 82.9 36.4 72.9 68.4 25.0 50.1 28.4 56.8 32.9 65.8 81.8 136.9 123.7 222 44.3 25.1 50.3 29.1 58.3 54.7 1 109.5 202 40.3 1 22.9 45.7 26.5 83.0 49.8 - 37.0 21.0 41.9 24.3 48.8 45.6 99.5 91.2 - 30.0 20.4 40.8 23.8 47.3 44.4 88.8 79-1/8' 26-1/2° 30" 37" 42' 48" 53-1/8° 80" 88' 1. 74" 98" 00.9 121.7 69.0 138.0 80.0 140.0 140.0 140.0 43.9 87.8 49.8 99.6 57.7 115.5 108.5 140.0 38.8 77.0 _44.0 88.0 51.0 102.0 95.8 31.6 62.9 35.7 71.4 41.4 82.7 77.7 140.0 140.0 27.7 55.4 31.4 62.9 38.4 72.9 6644 136.9 24.3 48.5 27.5 55.0 31.8 63.8 59.9 119.8 _ 21.9 a3.8 24.8 49.7. 28.8 57.6 64.1 108.2 ^ _ _38.8 22.0_ 44.0 25.5 51.0 47.9 - 35.3 20.0 40.0 23.2 46.4 43.5 95.8 87.1 36.1 21.3 42.5 39.9 79.8 - 31.5 - 35.7 20.7 41.4 38.8 77.7 19-1/8" 26-1/2" 30' 37" 42' 48" 53-1/8" 60' 66' 72" 108" 54.1 108.2 81.4 122.7 71.1 140.0 133.6 140.0 39.0 78.1 44.3 68.6 51.3 102.6 96.4 34.5 69.0 39.1 78.2 45.3 90.7 85.2 140.0 140.0 28.0 55.9 1 31.7 63.4 38.8 73.5 69.0 138.1 24.6 49.3 27.9 85.9 0.8 121.7 21.6 43.1 24.4 48.9 3.2 106.4 - 39.0 22.t 44.2 8.1 - 34.8 - 39.1 2.6 W41.2 96.2 85.2 - 31.4 - 35.6 8.7 - 28.7 - 32.65.5 77.4 71.0 19-1/8" 28-1/2° 30' 37' 42" 48" 53-1/8' 80' 66" 120" 48.7 97.4 553 35.1 70.3 39.E 31.0 62.1 35.2 252 50.3 28.E 22.2 44.3 25.1 - 38.8 22.0 - 35.1 - - 31.0 - - 282- MUWON • •• • • • • ••• • NOTE: •• ••• •• • • • •• ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCi?F' ON I'9EE SU S"THRU S. • • • (INTERPOLATION BETMIEEN WIDTHS CR SPAIO ALLOT QV • • • • 0 . •• ANCgiORS .. • .... ....... . . ..... . ... . ...... . .... ANCHORS GIAZMO DESIGN WAD CAPACITY - PSF ARCHES TO 8E 615CREED SEE SHEETS 4 THRU 6 WINDOW DIUS. I ANCHORS TYPE SEE CHART FOR CAPACRY MUWON CLAZINO WIDTH (W) MULL SPANI A2 A4 I AA2 I AA4 AAA2 AAA4 R2 H4 19-1/8" 26-1/2" 30" 37° 42° 48" 53-1/8" 80" 88" 72" 74' 132' 44.3 88.5 50.2 100.4 58.2 118.4 109.3 140.0 31.9 63.9 36.2 72.5 42.0 84.0 78.9 140.0 28.2 56.4 32.0 64.0 37.1 742 69.7 139.3 22.9 45.8 _ 25.9 51.9 30.1 60.1 58.5 20.2 40.3 22.9 45.7 26.5 53.0 49.8 113.0 99.5 - 35.3 20.0 40.0 232 46.4 43.5 87.1 - 31.9 - 38.1 20.9 41.9 39.3 - 28.2 - 32.0 1 - 37.1 34.8 _78.7 69.7 - 25.7 - 29.1 - 33.7 31.7 83.3 - 23.5 - 26.7 - 30.9 29.0 58.1 - 22.9 - 25.9 - 30.1 28.2 56.5 19-1/8° 26-1/2" 30" 37' 42" Or 53-1/8° 144' 40.8 81.2 46.0 92.0 53.3 108.7 100.2 140.0 29.3 5&6 33.2 66.4 38.6 77.0 72.3 140.0 25.9 51.7 29.3 58.7 34.0 6&0 63.9 127.7 21.0 41.9 23.8 47.6 27.6 85.1 103.8 _51.8 - 37.0 1 21.0 41.9 24.3 1 48.8 45.6 91.2 - 32.3 - 36.7 21.3 42.5 39.9 1 79.8 - 29.2 - 33.1 - 38.4 36.1N72.160" 25.9 - 29.3 - 34.0 31.960° - 23.5 - 26.7 - 30.9 29.021.6 - 24.4 - 28.3 26.874" - 21.0 - 23.8 - 27.6 25.9 ANCHORS GIAZMO 3c ARCHES TO 8E 615CREED SEE SHEETS 4 THRU 6 DISME RECTANGULAR SHAPE FOR DErABS HORIZONTAL SEE CHART FOR CAPACRY MUWON CLAZINO PRODUCT PRODUCT a PRODUCT VERTICAL MULLION Z O 7a GLAZING � � GLAZING PRODUCT 3c CLAZINO PRODUCT PRODUCT a GLAZING PRODUCT 3c CLAZINO GLAZING PRODUCT PRODUCT c 3 Z 2 Q o�uu �Q ti C Cao �Qa 0 0 0_f z 2 O zi � ppm m C Q ct0 10- dl x„T z L U' z J MQ Q 41 R oo m 2 c I4 MULLION SPAN _I W1 � -moi TYPICAL MULLION ARRANGEMENTS WIDTH (W) - Wt + W2 _ z Engr JA�LAMMA0 FLA. PEI 70592 PRODUCT RSV=D CA`L 3536 Rmldding CCod wHd 61a F6onMa Acceptmm No im Daft BY drawing no P`° M95 -06A 1/4' DIA. TAPCONS BY 'T1W' 1-1/4' MIN. WOOb PENETRATION -UP (1 ON EACH WING) WOOD BUCK OR 1 STRUCTURE FLOATING CL 1/4' DIA TAPCONS BY 'IIW' 1-1/4' MIN. WOOD PENETRATION 1 PER ANGLre J14 SMS 2 P ANGLE 1-3/4' D.C. MIN. 1/4° DIA TAPCONS BY 'n 1/4° DIA. TAPCONS BY TW 1-1/4' AGN. EMBED 1-1/4" MIN. EMBED INTO CONCRETE OR BLOCK INTO CONCRETEVAONG 1-3/4' MIN. 2 PER CUP (1 ON EACH WINO) 1 EDGE DIST. I 1 ---------- I • WOOD BUCK ' ••• • • • I • • • • • SMS 2 P 1 ANGLE- ZoDIST,Q sheet q. of g FLOATING CUPJ1-3/4' I 1 1 1-3/4' C.C. MIN. ANCHORS TYPE 'A2' • • • • • •• ••• • • • • • •• •• •• • • • •• •• ••• • • • •• • • • • ••• • • •• ••• •• • • • •• G If 11 •• • • •• • • • • • • .. . .. .. . ... . .. . . . ••• • • • • ••• • • • • • • • • • • ZoDIST,Q sheet q. of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • K 1/8' ANGLE ANGV" 1/4' DIA. TAPCONS BY 1-1/4' MIN. WOOD PENETRATION 'ITff U� 4 PER CLIP (2 ON EACH WINC li °_ 1/4" DIA TAPOONS BY 1-1/4' MIN. WOOD PENET77\ PRODUCI'RBVTSED ns co1nP1Yin6 wlDl tho Fldi[i18 Building Code A,1?t� No l7ata % I .$ vdroWing m M �1 MIN. 1° MW. 2 PER +EExpimlion M 'rale ZoDIST,Q sheet q. of g Qy p� G If 11 a \ 11 28Y WDOD BUCK OR l 1 I I I I 2 X 2 X 1/8' O d a G 0 Q 94-0 I------------- OOD STRUCTURE I I ALUM ANGLE O V7y 0 I 1 j j 14 SMS 2 P ANGLE - i I FLOATING CUP G I 1-3/4' O.C. MIN. I I i11 FOR 3' TUBE W cell 2-3/4" FOR ALL OTHQ2 TUBIS 0 Z O J y� po aj N 1/4' DIA TAPCONS BY 'DW' 1-1/4' MIN. EMBED 1/4' DIA TAPCONS BY 'RW 1-1/4' MIN. EMBED -7\W 2 L� 1-3/4' INTO CONCRETE OR BLOCK MIN. 0. PER CUP (2 ON EACH WIN EDGE DIST. 3' INTO CONCRETE OR BLOCK 2 PER ANGLE m } Q t0 MIN. MIN. V, z /i N 1 1 � Q SMov Wul u Ng 11 ALL CUPS TO FIT SNUG INTO TUBE MUU.IONS. TAPCONS MAY BE HEX OR FIAT HEM. WOOD B1/CK'� �• •� i u `ALUM2ANGLE8' I I A74 SMS I 1 FLOATING CUP -/ UP lull, I 1-3/4'' O.. �MM. I 1 GLE 0 M I I FOR 3' TUBE I 1 c s 2-3/4' O.C. MIN. FOR ALL OTHER TUBES m ANCHORS TYPE 'A4' q _ g o ,. &W-JAVAD AHMAD' . Com- - FICA ®736.ie0592 .+1� PRODUCI'RBVTSED ns co1nP1Yin6 wlDl tho Fldi[i18 Building Code A,1?t� No l7ata % I .$ vdroWing m M § i +EExpimlion M 'rale no. M95 -06A sheet q. of g ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4"U • 1/4° DIA TAPCONS BY 'DW' 1/4" DIA. TAPCONS BY 'fIYW 1/4" DIA. TAPCONS BY 'ITW' 1/4" DIA. TAPCONS BY 'ITW' � 1-1/4" MIN EMBED INTO MASONRY BLOCKS 1-1/4" ON. EMBED INTO MASONRY BLOCKS 1N4° 1-1/4" MIN. EMBED INTO MASONRY BLOCKS 1-1/4" MIN. EMBED INFO MASONRY BLOCKS M Z r 1-3/4" MIN. 2 PER CUP (1 ON EACH WING 1 PER AND 4 PER CUP (2 ON EACH WING 2 PER ANGL i EDGE DIST. EDGE DIST. 3" O m �3 0 / MIN. I / (�Q,7, m � � +I�Os� I I I 1 I ALUM2ANGL�B" I`"""-_____.......... 1 I 1 I ALUM2ANGyw O a p p 1_---_____ I 1 1 I I Vp4 SMS 1 1 1 1 I I I X14 SMS m O I I I I I I 1 I 1 FLOATING CUP I I I I 1 2 PFSi ANGLE 1 1 1-3/4" O.C. MIN. 1 1 I 1 I I I 1 1 I I I I 1 I FLOATING CUP I I 1 I I 2 PER ANGLE 1-3/4" O.C. MIN. 1 1 I I Q FOR 3" TUBE 2-3/4' O.C. MIN. vZ FOR ALL OTHER TURES W O ANCHORS TYPE 'AA2' ANCHORS TYPE 'M4' N ZOn Z r1 � @f J 3 y� PS 2 (z W ; M 1/4" DW TAPCONS BY 'RW' 1/4' OW TAPCONS BY 'ITW' 1/4" DIA. TAPCONS BY 'n W 1/41 DW TAPCONS BY 'RW' Z 1-1/4' MIN. EMBED INTO CONCRETE 1-1/4' MIN. EMBED INTO CONCRETE 1 1-1/4" MIN. EMBED INTO CONCRETE 1-1/4" MW. EMBED INTO CONCRETE C' Z 1-3/4° MIN. 2 PER CUP (1 ON EACH WING 1 PER ANG M9N4e 4 PER CUP (2 ON EACH WING 2 PER ANG 7 EDGE DIST. EDGE DIST. ro MIN. .. 11 ro li I V 1 1 JI I I JI o� j --- ------ Il 2X2X1 8° / ------------- I: I LI 2X2X1 B" P 1 I I I I I N14 SMS I I ANGLE ALUM AN41.E I I I I i14 SMS I I ALUM ANOL I 1 55 I FLOATING C 1 LIP 1 I 1-3/4- D.C. . 1 1 I I i I FLOATWG CUP 1-32 4' D.C.MIN. i 1 I I I I I I 1 1 I I FOR 3" TUBE I I 2-3/4" O.C. MIN. S FOR ALL OTHER TUBES g 'o c ogg= 0 cow . o CHORD T14 ARAE' • • • ANCHORS TYPE 'W4 J ••• • ° • • . • • • • • • • • • • • • • • • . • • Engr. JAVAD AHMAD Com^ FLA. PF PRODUCT RpviSM as con oyh* %vilh the Inadda 0 7Osg2 C.A.N. .luw Buildie8 C,adn M }, ,� EC1e:ico�o � p � ffi •.. : '.: : :': ALL CUPS TO FR SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR FIAT MEAD. 1 Productf draaring no. . . : : h1 M95 -06A • •. • . • . • sheet 5 of 6 ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL STRUCTURES (STEEL OR ALUM. 1/0' MAN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063-T5 MIN, 4 SMS iOR 1/4' TEKS ANCHORS TYPE 'B2' 14 SMS 2 ANGLE -3/4' O.C. MIN. 814 SMS ® 1-1/2' O.C. 2 PER CHANNEL (1X2 & 1X3 TL 3 PER CHANNEL (1X4 & 2X4 TL 4 PER CHANNEL (2X8 1 1/8• THICK ALUM CHANNEL LENGTH TO FR SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW MWALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY METAL STRUCTURES 4 SMS OR 1/4' TEKS (STEEL OR ALUM. 1/81 MIN. THICK) PER ANGLE STEEL : Fy a 36 KSI MIN. ALUMINUM : 6063 -TS MIN. ALL CLIPS TO FR SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. TUBE MULLION MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 SMS OR 1/4' TEKS A14 SMS OR 1/4' PER CLIP 'L PER ANGLE ON EACH WING) n, in H74 SMS I 1 2 P ANGLE I I 1-3/4' O.C. MM. FOR 3' TUBE FLOATING CLIP I 2-3/4' O.C. MIN. I FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE '64' i 4!' "MIA, PRODUCT RBV SW FLA PE & 70892 as complying with tho Florida CAN. 3838 =22;* drawing no. M95 -06A 814 SMS ® 1-1/2' O.C. MW. 2 PER CLIP (1X2 & 1X3 TUBES) ACCESS HOLE 3 PER CUP (1X4 & 2X4 TUBES 4 PER CUP (2X8 TU ----------- I ------ 41 • 81PER OR••SJR.•THS I • • i • 1 CLIPSD 1 PER MIN. I ` 1-3/4' X 2- X 1/8' (FOR 2BY TUR. E; • 0:0 •• • • j/04' X 2- jX 1/8' F0IR (i M • CUT Ta SN�G �41DE TUBE •i i• • •i i• • AU01 QETAIL • • • • • • • MErAL•r0 M&AL CONNECTION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 SMS OR 1/4' TEKS A14 SMS OR 1/4' PER CLIP 'L PER ANGLE ON EACH WING) n, in H74 SMS I 1 2 P ANGLE I I 1-3/4' O.C. MM. FOR 3' TUBE FLOATING CLIP I 2-3/4' O.C. MIN. I FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE '64' i 4!' "MIA, PRODUCT RBV SW FLA PE & 70892 as complying with tho Florida CAN. 3838 =22;* drawing no. M95 -06A I . 17 �T M I®DARE o FLORIDA T OL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 1 S 2 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION !!ffli$ ) 31 25 F (786) 315-2599 NOTICE OF ACC WO — _ _ .mint a egovleconomv Sunshine Windows Ma of e ' G�'' 1745 W. 33'x` Place IV 1. Hialeah, FL 33012 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. ----- - --- - _ -DESCR TION: --Set s �2to-!l'$abwbii,,ATuminum-casement-wmduw--NL -_-- APPROVAL DOCUMENT: Drawing No. CS09-02, titled "Series 2009 Out—Swinging Aluminum Casement Window — Non—Impact Resistant Glass", sheets 01 through 06 of 06, dated 12/03/08, with revision.no. 2 dated 12/19/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. .... TERMINATION of this NOA will occur after the expiration date or if there has lien trpevision dr'diange • • • •; • in the materials, use, and/ or manufacture of the product or process. Misuse of this 146A As an endblfelnent of any product, for sales, advertising or any other purposes shall automatically termiriRe this NUA Failure to comply with any section of this NOA shall be cause for termination and removal "of "rj A. •... ADVERTISEMENT: The NOA number preceded. by the words Miami Datfe•Coounty, I•il'orM,,* and ..... followed by the expiration date may be displayed in advertising literature, If any %uttipn of the MA is • • • • displayed, then it shall be done in its entirety. • • • • • • • • • • • • • INSPECTION: A copy of this entire .NOA shall be provided to the user by:.I*c: t anufa cturer� or its 0 distributors and shall be available for inspection at the job site at the request of the $uildjpg OffiCiA!! • • ThisNOA revises NOA No. 14-0203.04 and consists of this page 1 and evidencb.Wgel E-1 ander,—.2, as ; • • • •; well as approval document mentioned abav�.. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 15-0120.02 IAMFR_- ApE CouNTv Expiration Date: June 17, 2019 1APPROVED1 Wk t�tc Approval Date: April 09, 2015 Page I Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1224-11) 2. Drawing No. CS09-02, titled "Series 2009 Out -Swinging Aluminum Casement Window -- Non -Impact Resistant Glass", sheets 01 through 06 of 06, dated 12/03/08, with revision no. 2 dated 12/19/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 marked -up drawings and installation diagram of an outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5542, dated 07/01/08 and FTI -5231, dated 04/09/07, both signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-1224.11) C. CALCULATIONS 1. - Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by manufacturer, dated 12/19/14, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 0066 1. Pecora Corp. Part No. Pecora 895 EPDM exteHor glazing gasket complying•with • • • •; • ASTM C 794-30 pli, ASTM D412 Tension of 550 PSI, ASTM D 524---40:1bY./ in., ASTM D 2240—Hardness Shore A 27 Durometer, ASTM , , jtt-None;;ASTM • • • • D 471-70 HRS 257°F and ASTM D 3835-3.0 HRS 180°F, ARM C 719--X50%,:-`••: ASTM D 3960-12 g/L, ASTM C 679 3hrs. 7 to 14 days, ASS E•639-4tif • • • • • • • ...... .... ..... .... .. . ...... • ••.••• Jaime D. Gascon, Product Control Section Supervisor' NOA No. 15-0120.02 Expiration Date: June 17, 2019 Approval Date: April 09, 2015 E-1 Sunshine Windows Manufacturine, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5°i Edition (2014) and of no financial interest, dated 01/05/15, signed and sealed by Francisco Hernandez, P. E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and filed by the Secretary. of State. 3. Statement letter of conformance, complying with FBC-2010 * and of no financial interest, dated 03/09/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 12-0314.10) 4. Laboratory compliance letter for Test Reports No.'s FTL-5542, dated 07/01/08 and FTL-5231, dated 04/09/07, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08-1224.11) G. OTHERS 1. Notice of Acceptance No. 144203.04, issued to Sunshine Windows Manufacturing, Inc. for their Series "2009 Outswing Aluminum Casement Window — N.I.", approved on 03/27/14 and expiring on 06/17/19. • •••••• •••• • . Jaime D. Gascou, E. Product Control Section Supervisor NOA No. 15-0120.02 Expiration Date: June 17, 2019 Approval Date: April 09, 2015 E-2 AT HINGED SILL CORNER MAX. WINDOW WIDTH = 37' HINGE LOCATED FLUSH AGAINST JAMB MAIN AT HEAD AND SILL 4 OF MAIN FRAME ! t C� S. MAX 12MAX CS09-I; AT HEAD/SILL AT HEAR, CORNERS FRANCISCO HERNANDEZ WINDOW DIMENSION HINGE LOCATION DETAIL C HINGE LOCATION MAINFRAME PER AT HEAD/SILL JAMBz CORNERS. WIDTH HEIGHT SEE HINGE ✓� LOCATION DETAIL ON INTERIOR WALL MAY BE USED 25' 3 3 (SURFACE APPLIED) / AT HINGED SILL CORNER MAX. WINDOW WIDTH = 37' HINGE LOCATED FLUSH AGAINST JAMB MAIN AT HEAD AND SILL 4 OF MAIN FRAME ! t C� SINGLE VENT WINDOW _ ". 3 7/8' OPERATOR LOCATION DETAIL GENERAL NOTES, I. THIS PRODUCT MEET'S THE REQUIREMENTS OF FBC STH EDITION (2014). 2.- MIAMI -RADE APPROVED SHUTTERS ARE REQUIRED. 3.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 4 THRU 6. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM COD. CMU MUST BE 8 -INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METAIX HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED JW. • • • • • • • • • • &- WOOD HOST STRUCTURE SHALL BE 'SOWHBRN •fa"*PINE' B= $.55 OR GREATER DENSITY. 9: STEEL HOST STRUCTURE SH" NOT W:LESS• 18:GAQCa Sl% SHALL BE Fy = 36 KSI MIN. 10.- THE THICKNESS OF THE ALlWM JIA S}{7 CRA•44 Nt W.NESS THAN i/8". ALUMINUM SHALL BE 6063-T8. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY TH£ GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVW*q TIF4IUIIAIN(i tWCft:NIOR Tf DOOR•"TION. 12.- ALUMINUM IN CONTACT IIOI' .DISS{�ULAR•MA?E�.LS SPI `RE P1IM C: D SBY OTHERS) AS SPECIFIED IN FOC 5TH EDITION (20144)x; • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURES CHART - PSF MAIN FRAME JAMSq CS09-I; DATE: t2-03-06 SCALE: NTS FRANCISCO HERNANDEZ WINDOW DIMENSION HINGE LOCATION DETAIL N a �Ilst vtdm ftmfmhft LSC. MAINFRAME PER EXT. INT. EXT. INT. EXT. INT. JAMBz n45 W. Nara Plow Hi*ab �" �t2 pta (30)m+"u Fm¢(SG5)�8-St 18 WIDTH HEIGHT to 1/$- OPERATOR LOCATED 70.00 135.40 150.00 174.10 150.00 209.00 ON INTERIOR WALL LOCK 25' 3 3 OF WINDOW FRAME SILL 12 MAIN FRAME �yy VVii r+� 4 JAMB is 1/8' 2 MAIN FRAME SINGLE VENT WINDOW _ ". 3 7/8' OPERATOR LOCATION DETAIL GENERAL NOTES, I. THIS PRODUCT MEET'S THE REQUIREMENTS OF FBC STH EDITION (2014). 2.- MIAMI -RADE APPROVED SHUTTERS ARE REQUIRED. 3.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 4 THRU 6. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM COD. CMU MUST BE 8 -INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METAIX HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED JW. • • • • • • • • • • &- WOOD HOST STRUCTURE SHALL BE 'SOWHBRN •fa"*PINE' B= $.55 OR GREATER DENSITY. 9: STEEL HOST STRUCTURE SH" NOT W:LESS• 18:GAQCa Sl% SHALL BE Fy = 36 KSI MIN. 10.- THE THICKNESS OF THE ALlWM JIA S}{7 CRA•44 Nt W.NESS THAN i/8". ALUMINUM SHALL BE 6063-T8. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY TH£ GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVW*q TIF4IUIIAIN(i tWCft:NIOR Tf DOOR•"TION. 12.- ALUMINUM IN CONTACT IIOI' .DISS{�ULAR•MA?E�.LS SPI `RE P1IM C: D SBY OTHERS) AS SPECIFIED IN FOC 5TH EDITION (20144)x; • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURES CHART - PSF CS09-I; DATE: t2-03-06 SCALE: NTS FRANCISCO HERNANDEZ WINDOW DIMENSION NUMBER OF ANCHORS 114" ANNEALED 3116" TEMPERED 1/4" TEMPERED GLASS GLASS GLASS �Ilst vtdm ftmfmhft LSC. AT WAD AND AT SILT. PER EXT. INT. EXT. INT. EXT. INT. n45 W. Nara Plow Hi*ab �" �t2 pta (30)m+"u Fm¢(SG5)�8-St 18 WIDTH HEIGHT to 1/$- 2 70.00 135.40 150.00 174.10 150.00 209.00 281/2' 25' 3 3 70.00 97.70 125.70 125.70 150.00 209.00 37' �yy VVii r+� 4 70.00 76.75 96.70 98.70 15DA0 164.60 is 1/8' 2 70.00 127.40 150.00 163.80 150.00 209.00 �{ Ft 25 I/2' 35 3/5' 4 (� 3 70.00 97.70 125.65 125.65 150.00 209.00 3Y 4 70.00 70.00 90.00 90.00 150.00 150.00 t91/8' 2 70.00 117.90 150.00 151.60 150.00 209.00 28 1/2'50 3Y 5/e' 5 O W pp� 3 70.00 93.50 120.33 120.20 150.00 199.15 4 70.00 70.00 90.00 90.00 150.00 150.00 ret/8' 2 70.00 112.75 745.00 145.00 150.00 209.W 251/2' 3Y e3' 6 O Z.i tHi N '� 3 70.00 87.40 112.40 112.40 150.00 179.55 4 62.30 62.30 90.00 90.00 143.75 143.75 24' 24, 3 3 70.00 107.90 138.75 138.75 150.00 209.00 4 70.00 8D.90 104.00 104.00 150.00 173.40 35' to O z 24' 3, 3 4 70.00 107.90 138.75 138.75 150.00 209.00 4 70.00 71.90 92.60 92.50 150.00 154.15 24' 35' 48, 3 5 70.00 101.60 130.65 130.65 1 150.00 1 209.00 4 70.00 71.90 92.50 92.50 150.00 154.15 24' 3 6 70.00 95.25 122.50 122.50 150.00 204.15 4 68.40 88.40 92-50 92-50 150.00 154.15 38' 0 � z � a8 gg #k O ffi DRAWING No. CS09-I; DATE: t2-03-06 SCALE: NTS FRANCISCO HERNANDEZ SHUT I OF 6 FLORIDA PE P 51393 : : V: • :6 0: 0.0 2 1 5 n21 Al� 21 9 9m*ne Yfindom ftdodwi% Its. — — — — — — — — — — I 7 T gP4 1745 W. 33M Ph= Mblb. P.,WQ 3=2 ft (305)354-9M 17 �E zz U 22 ( 12 14 13 @ 11 o 8A I 21 VERTICAL SECTION 15 16 0lose 00 9 0 . * :.: see 0.0 DRAWING Na CS09-02 PRWUCrRSVMW 444A wcwwlyIr5wftb lbAFI03f& Q WIM ONTRL W- SECTIONS &Mft*oft - 0 0 a.. DATE: 112-03-08 SME, 1)1* -i* lmd Prod= I FRANCISCO HERNANDEZ I FLORIDA PE # 51393 SHEEP G� : : V: • :6 0: 0.0 MATERIAL LIST MATERIAL LIST rnm# PART* QTY DESCRIPnON MATERIAL BErA&un romo PART# QTY DESCRI1,171ON MATERIAL RMARKS 5tiir� :f I OC -3430 4 FRAME 6003 -TS 12 23.01 1 SINGLE ARM OPERATOR STEEL TRUTH HARDWARE ............ . . . . . . . . . ... 2 OC -3428......................... . . . VENT 6063-75 13 24.30 1 MULTI -POINT LOCK ZINC TRUTH HARDWARE %&= wwm 3 OC -3427 JAS ROD CURVED GLAZING BEAD 6D63 -T5 14 11901-22 1 TIE BAR STEM. TRUTH HARDWARE MoufacwHI k 4 OC -3427 AJAS ROD RECTANGULAR GLAZING BM .15 31645 AS RGO STEEL TRUTH HARDWARE 1745 W. 33rd Plow HMh. ft.W 3M12 5 .057' THICK CORNER KEY STAINLESS STEEL 16 03144 AS ROD ME BAR GUIDE NYLON ULTRA HARDWARE M (308)304-9= Fmj305)828-5tI8 6 057' TH= COMM KEY STAINLESS STEEL 17 4905 AS ROD GLAZING BEAD B" vm TRUTH HARDWARE O 7 .057' THICK CORNER KEY STAINLESS STEEL 18 E20310KN AS ROD WE47HER STRIP BULS VINYL ULTRAFAB 1 .057' THICK CORNER KEY STAINLESS STEEL 19 - AS R(IO GLAZING TAM TOM FRANK LOWS Q0 Is ASSUMY SCREWS a x I- PH SMS 20 - SNU09RS NYLON 10 35.13,00 1 EGRESS 4 BAR HINGE STAINLESS STEEI. TRUTH HARDWARE 21 - 4 SHEAR PLATE 600 -Ts FULL LENGTH 11 30175 f TRACK SIfAINLESS STEEL TRUTH HARDWARE 22 - AS RQDJ DOW CORNING M MICONE SEALW L omi 0.861 0.6 1 a ell 0.149 F-4 1.114 1.,39 073 0 75 —2=0----i 2.176 2,78 2J 71 OA 72 4 Bo 0.799 0 2 o.m L 1, 125 1.182 0 —2.7110-n 3. z.2 z LLL.240— 0.90— GLAZING BEAD GLAZING BEAD SHEAR PLATE FRAME OC -3427 00-3427 A SASH FRAME 6083-T5 am -T5 2. 0083-T5 OC -3430 OC -3428 W63 -T5 6m -T5 ijo CORNER KEYS 0 0 0 0 see qhVUCTVEV= DRAWING No. "=Vfttw"ft See Ox% CS09-02 o.: :o: DAV- 17-03-08 .7 SCALF- aproducatewm FRANCISCO HER 5139 FLORIDA PE # 51393 SHEET -i -OF 6 see 0 0 0 see 0 6 KEtYERS RQD 151 0.601 1.188 2 KEtYERS RQD 151 0.601 1.188 2 151 0.601 1.188 2 2 1/2' MN, 2 i/2• MIN. 1/4' ULTRACON BY EI.Kb WITH 1 1/4' MIN. EMBEDMENT INTO CONCRETE THROUGH 1' BY WOOD DUCK n e (FOR NUMBER OF ANCHORS AND MAX, SPACING •• 4i r• p,a,. 8• REFER TO DESIGN PRESSURES CHART d4 •• i AND ELEVATION ON SHEET 1 OF 6) 1' BY WOOD BUCK WOOD BUCKS 13Y OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO 71iE STRI/CTU� . SHOULD, BE APPROVED, BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ATTACHMENT TO CONCRETE 1/4" SMS, THROUGH METAL 1• (FOR NUMBER OF ANCHORS AND � � AND MAX. SPACING METAL STRUCTURAL MEMBER BY OTHERS ` ""•• ( REFER TO GENION PRESSURES CHART AND ETkYA770N ON MEET 1 OF 8) (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS - 1/8• TGp11 1/4• LILTRACON BY ELCO WITH 1 1/Y MIN. PENETRATtON INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) •• ••• • • • • • •• o ATIACYjrqi . (I VA.)%D •• ••• •• • • • •• 9 ATTACHMENT TO METAL STRUCTURE 2' BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE Z" SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ll mactudq Inc. 1748 W. 33rd Pln Ikdeeh, Floes 33012 ft (308)394-9952 Fwg308)828-8118 DRAWING NA CS09-02 DATE. IZ-03=08 SCALE: 1 2"®1" SHEET 4 OF 6 towply6�gw9GIwFTmide MiCA*K SECTiONS.A.IMEAD � h . • s • • • • • • • Control FRANCISCO HERNANDEZ FLORIDA PE # 51383 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ll mactudq Inc. 1748 W. 33rd Pln Ikdeeh, Floes 33012 ft (308)394-9952 Fwg308)828-8118 DRAWING NA CS09-02 DATE. IZ-03=08 SCALE: 1 2"®1" SHEET 4 OF 6 TY MM 1 DADS C TY, FLORIDA ROIL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES•(RE .) '. # S : " Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 7 ) . 259 r , F (786) 315-2599 NOTICE OF AC (NO) F. .mla dadexaWeennamv Sunshine Windows Mn i ;,fin .1745 W. 33rd Place Hialeah, FL 33012 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 AHI (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. �SCR�'l�iO�i:-3erles•"�63 '00-'—Alxrnt���tr-Sit�glcrHu Wiria`ow -� NST. . APPROVAL DOCUMENT: Drawing No. SH08-02, titled "Series 2000 Aluminum Single Hung Non— impact Resistant Glass", sheets 01 through 06 of 06, dated 04/14/08, with revision no. 2 dated 12/05/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permatienI label with the manufacturer's name or -logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. .... RENEWAL of this NOA shall be considered after a renewal application has beellfiled' and thelYNA been • no change in the applicable building code negatively affecting the performance ofthi opro$uct. "� • .. ... ..*0 ...... TERMINATION of this NOA will occur after the exp hation date or if there has $ 4* revision or. change . p in the materials, use, and/ or manufacture of the product or process. Misuse of this NQA as an endorsement • • of any product, for sales, advertising or any other purposes shall automatically tei-AkWelthis N?JA*P;Hure • •; • • to comply with any section of this NOA shall be cause for termination and removal offIf . .0-0:0. • • • • • ADVERTISEMENT: The NOA number preceded by the words. Miami Dade County, Flo;ida,o and 0 • • 00 followed by the expiration date may be displayed in advertising literature. If anx p6r4n of the %6A is •• �;• displayed, then it shall be done in its entirety. 0 0 :90909 INSPECTION: A copy of this entire NOA shall be provided to the user by the0n;mufactsrgoQr its 0 • distributors and shall be available for inspection at the job site at the request of the Building OfficitiP. • This NOA revises NOA No. 12-0320.09 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 Jaime -D. Gascon, P. E. a DADE COUN' ( n NOA No. 14-1224.09 Expiration Date: May. 08, 2018. Approval Date: April 09, 2015 • rage 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Subinitted under previous NOA No. 07-0119.07) 2. Drawing No. SH08-02, titled "Series 2000 , Aluminum Single Hung Non—Impact Resistant Glass", sheets 01 through 06 of 06, dated 04/14/08, with revision no. 2 dated 12/05/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 marked—up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No: FTL-5124, dated 08/27/07, signed and sealed by Carlos S. Rionda, P. E. (Subiniffed under previous NOA No. 07-0119.07) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a series 2000. aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5127, dated 03/28/07, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA No. 07-0119.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with.F8C 5th Edition (2014), prepared . by manufacturer, dated 12/06/ 14,,sigpe� and' sealed by .... ; • Francisco Hernandez, P. E. •• "•' ' 2. Glazing complies with ASTM E1300-04/ 09 0 0.0 004: 066.0. 0 ..0000 0000 D. QUALITY ASSURANCE 0000 0a" 1 0000. 1. Miami—Dade Department of Regulatory and Economic Resouram,(ftR). 6 • •, • 6 • • • • • .. . 60 6 66.6.. 0 6:666. 6 6 60 • 0 0 0 . 6. . • 66.666 66666• . 66 . 666666 . 66 . 6 666 6 6 Jaime D. Gascon, Product Contr6l Section Supervisor NOA No. 14-1224.09 Expiration Date: May 08, 2018 Approval Date: Apr1109, 2015 U-1 Sunshine Windows Manufacturing, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED E. MATERIAL CERTIFICATIONS 1. Pecora Corp. Part No. Peeora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 pli, ASTM D412 Tension of 550 PSI, ASTM D 624--401b./ in., ASTM D 2240—Hardness Shore A 27 Durometer, ASTM C 510—None, ASTM D 471-70 HRS 257°F and ASTM D 3835-3.0 HRS 180°F, ASTM C 719--CE50%, ASTM D 3960-12 g/L, ASTM C 679-3hrs. 7 to 14 days, ASTM C 639—Nil, F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5" Edition (2014) and of no financial interest, dated 12/28/14, signed and sealed by Francisco Hernandez, P. E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and fled by the Secretary of State. 3. Statement letter of conformance, complying with FBC-201.0 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NDA No. 10-0222.05) 4. Laboratory compliance letter for Test Report No. FTL-5253, dated 10/10/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0119.07) 5. Laboratory compliance letter for Test Report No. FTL -5127, dated 03/28/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA No. 07-0119,07) G. OTHERS 1. Notice of Acceptance No. 12-0320.09, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000 Aluminum Single Bung Window -N.l", approved on 05/17/12 and expiring ori 05/08/18. • • • • . ...... .... ...... 06 66 06 6 060060 0••666 • • • • 0 • 66666• •6006• • • • • • • • • •666•• K • Jarmo D, Gascon, P. Product Control Sectloh Supervisor . NOA No. 14-1224.09 Expiration Date: May 08, 2018 Approval Date: April 09, 2015 E-2 TYPICAL ELEVATION I OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED OHNERAL NOTES: 26 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 57H EDITION (2014). 2.- MWMI-DARE APPROVED SHUTTERS ARE REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 4. 5.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS-- - EQUIREMENT'S: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM COO. CMU MUST BE 8 -INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 6.- USE NON -SHRINK. NON-METAUC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECW"TION FOR PACKAGED OR(. 7.- WOOD HOST Sn=rURE SHALL BE "SOUTHERN YELLOW PINE' G- 0.55 OR GREATER DENSITY. 8.- STEEL HOST STRUCTURE SHALL•1(OT 4IL 4£96 INAN 98 GJ(Tl STEEe SHALL BE Fy = 36 KSI MIN. 9.- THE THICKNESS OF THE ALUhNUM HOS: S'1�1�{UT� I�T � E LESS THAN 1/8-. ALUMINUM SHALL BE 6063-T • . • • • • . • • • • • 10.- IX OR 2X WOOD BUCKS NOT INOLUDED"N 4HV SObPB20PTHIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRMSFER 411E LOADS IMPOSE& BP T&-* GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 11.- AS ALUMINUM MSPECIIIN IN CONTACT WITH F135TH EDITION RM MATERIALS SHALL BE PROTECTED (BY OTHERS) . 0:0 (2 . ... • . GLASS: '• 0 • • • . • • • • 1/8 ANNEALED. 3/16- A&A►ED, 6/4!'"NNEA1k-0 011 1/4F TOARIERHD SLASS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I7W IL 33rd Puce tf *c6. F� 3M2 Pix (3W).384 -92s2 Par43M)SM-5118 p ►-1 p VW7� 0 z zz a I� F ORww No. N*7� sHos-az 12- 04;- x.04-14-06 SCALE. 1 2'=1' FRANCISCO FLORIDA PE # 51393 SET 1 OF 6 DESIGN PRESSURES CHART -PSP wDQDt1�Y DRAFMON Ur TAPCONS ANCHOR �BD�E DESIGN PRESSURE - PSP W1011i RITO PER p81tIAMB DSR -ANN. CLASS 3114•ANPL Ur ANN.6LASS [PrW" GLASS EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 t/e' 3 3 75.3 204.0 75.3 209.0 78.3 209.0 75.3 209.0 28 t/2• 3 75.3 146.0 75.3 200.2 75.3 209.0 75.3 209M 31 4 75.3 121.8 75.3 121.8 75.3 171.7 75.3 171.7 es t/8• 6 75.3 76.0 75.3 76.0 75.3 154.0 75.3 154.0 191/9' 30 3/0'r4E 3 4 75.3 130.0 75.3 194.4 78.3 194.4 75.3 194.4 28 1/2- 75.3 88.0 75.3 160.9 75.3 160.9 75.3 160.9 33• 58.2 58.2 75.3 93.3 75.3 145.7 78.3 145.7 83 Iff 6 42.5 42.5 55.5 55.5 75.3 112.4 75.3 112.4 t9 t/8• 3 6 75.3 93.2 75.3 200.0 753 204.6 75.3 204.6 X37'' 74 0 74.0 75.3 130.0 75.3 162.2 75.3 162.2 4 50.6 50.6 75.3 61.2 75.3 124.0 75.3 1352 &7 tJe' 6 30.7 30.7 45.6 45.8 75.3 87.1 75.3 92.3 t9 t/V 3 7 73.0 73.0 75.3 163.0 753 183.5 75.3 183.5 281/2• 3 58.8 58.8 75.3 102.0 75.3 141.0 75.3 1422 3- 4 45.5 45.5 73.8 73.8 75.3 95.8 75.3 113.9 w 1/e 6 30.2 30.2 40.0 40.0 62.6 62.6 75.3 9&9 to t/e• 74 t/�•F:q6 3 $. 60.8 60.8 75.3 143.0 75.3 173.2 753 1732 ix 3 48.6 48.6 75.3 84.2 75.3 120.0 75.3 132.6 63.5 63.5 753 82.1 75.3 103.9 •y - - - I - 1 55.8 55.81 75.0 1 75.0 OHNERAL NOTES: 26 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 57H EDITION (2014). 2.- MWMI-DARE APPROVED SHUTTERS ARE REQUIRED. 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 THRU 4. 5.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS-- - EQUIREMENT'S: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM COO. CMU MUST BE 8 -INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm' = 2000 PSI MIN. 6.- USE NON -SHRINK. NON-METAUC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECW"TION FOR PACKAGED OR(. 7.- WOOD HOST Sn=rURE SHALL BE "SOUTHERN YELLOW PINE' G- 0.55 OR GREATER DENSITY. 8.- STEEL HOST STRUCTURE SHALL•1(OT 4IL 4£96 INAN 98 GJ(Tl STEEe SHALL BE Fy = 36 KSI MIN. 9.- THE THICKNESS OF THE ALUhNUM HOS: S'1�1�{UT� I�T � E LESS THAN 1/8-. ALUMINUM SHALL BE 6063-T • . • • • • . • • • • • 10.- IX OR 2X WOOD BUCKS NOT INOLUDED"N 4HV SObPB20PTHIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRMSFER 411E LOADS IMPOSE& BP T&-* GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 11.- AS ALUMINUM MSPECIIIN IN CONTACT WITH F135TH EDITION RM MATERIALS SHALL BE PROTECTED (BY OTHERS) . 0:0 (2 . ... • . GLASS: '• 0 • • • . • • • • 1/8 ANNEALED. 3/16- A&A►ED, 6/4!'"NNEA1k-0 011 1/4F TOARIERHD SLASS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I7W IL 33rd Puce tf *c6. F� 3M2 Pix (3W).384 -92s2 Par43M)SM-5118 p ►-1 p VW7� 0 z zz a I� F ORww No. N*7� sHos-az 12- 04;- x.04-14-06 SCALE. 1 2'=1' FRANCISCO FLORIDA PE # 51393 SET 1 OF 6 1/4+ ULTRACON 1 1/2" MW. PENETRATION INTO WOOD.; i+ (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART 2 1/2" MIN.2 1/2" MIN. MIN. ON SHEETS 1 OF 6).=" 1/4" ULTRWON 1 1/4" MRH. EMBEDMENT INTO CONCRETE TYPICAL FOR HEAD.^e::^V" THROUGH 1 BY YIOW BlIO4C.;ya.^i.............. ' . (H3TR tAAX ANCHIOR SP NG AND ttUA RDF ANCHORS $UDSft�le wk4m • ' • , . ,.. a. • ' ' REFER TO ELEVATION•! AND DESIGN PRESSURES CHART a . , ON SHEETS 1 OF 8) 2 BY WOW BUCIC BY OTHERS. BCflRiilg, bm TYPICAL FOR HEAD. Mlf3i BE PI�PERLY ATTACHED i0 174S M 33rd Plow TRANSFER GLAZING SYSTEM LOADS tkimb. R•fae 37014 To THE SG:itHCi11RE. SHALL APPROVED Px t4 - BY BUILDING OFFICIAL PRIOR TO Fmc(3oe)828-st 18 WINDOW INSTALLATION. l$ N rM V DEWL At DETAIL A2 t y ATTACHMBNT TO CONCRETE ATTACHMENT TO WOOD W W /4+ SMS THROUGH METAL a a ANCHORS (FOR MAX. ANCHOR SPACING AM NUMBER TYPICAL 9404ORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6. TA T. 1/4' SMS THROUGH METAL. TYPICAL FOR HEAD. M& OF MAX ANCHOR SPACING AND NUMBER 1, OF ANCHORS REFER TO ELEVATION AND WN. DESIGN PRESSURES CHART ON SHEET i OF 6. 1dWA8-DARE CWMY APROVED Z TYPICAL. FOR HEAD. _�MLAIX/N. (UNDER SEPARATE APPIt6YAL) C ==—i 0 MAIL A3 ATTACHMENT TO METAL STRUC °TURF DETAIL (STEEL OR ALUMINUM 1/8" AIN. THICRNESS) • •• • • • • ••• • •• ••• to: • • • to . •.. . ••+ . . • • •.. . • • c.t 0 • . a ' TYPICAL HEAD SECTIONS . . . . . . . . . . DETAIL A4 ATTACHMENT TO MULIION ? S (STEEL OR AWMNUM 1/8" MIN. THICXNERS) 1120-lig 121-Iig AAA I DRAWING Na SH08-02 DATE' 04-14 SCALE; f z"®1" FRANCISCO RERNANDEZ FLORIDA PE # 51393 SHEET 2 OF 8 ,748 VN. 33N Place T 37042 tic r305?364-9M t " �� ...t.,y'-p•_;_la� r 3/4- TIAL(. NON-45HF C GROUT t • < a • e' v '. • . " : i�;.i �....• ..F MUST BE PROPERLY ATTACHED TO dQ 1' BY WGOD Bum•• • d 2 BY WDOD Bl1CC BY OTHERS. a . t} p Z • - - : 6• Q s S d' E' < . •: .: :. :.... • : - . a• z .. TRANSFER GLAZING SYSTEM LOADS z a d d . a • • . • o� o : • c TO THE STRUCTURE SHALL BEA><,to r s • APPRWED BY WINING OFFICIAL • . d . 4 _ e " 2 1/2" MTI2 1/2" . MiN. Lr1/4- PRIOR TO WINDOW INSTALLATION, SIAS 1 1/2" MI. PENETRATION INTO WOOD. 2 1/2" MIN. 2 1/2" MN. (FOR MAX. ANCHOR SPACING AND WAMM 1/4" ULTRACON 1 1/4` UN. EMTEDMENT OF ANCHORS REFER TO ELEVATION AND NTO CONCRETE THROUGH 1" 6Y WOOD BUCK DESIGN PRESSURES CHART ON SHEET i OF 6). OR NON -SHRINK NON-METALLIC GROUT TYPICAL FOR SILL W 1/4' UCTRACON 1 1/4" MN. FINr MTD CONCRETE (FOR MAX. ANCHOR SPACING AND NUMBER C (FOR MAX. ANCHOR SPACING AND NUM»R OF ANCHORS OF ANCHORS REFER TO ELEVATION AND REFER TO ELEVATION AND DESIGN PRESSURED CHART OESIGN PRESSURES CHART ON SHEET i OF 6). tV 7! TYPICAL FOR S91 ONLY. rZI (=7 DETAIL Cl TTYYPICAL FOR SHEETS 1� ONLY DETAIL C2 DETAILC3 ATTACHMENT TO PRS -CAST SILL ATTACHMENT TO CONCRETE ATTACkRVIENT TO WOOD z i zz �i ii {gOR • ( • SffiC 6 Aft MimaR • • • 1" 1/4•" SMS THROUGH METAL I" (FOp MAX. Aft VMS AND M P& * • • IN. (FDR MAX. ANCHOR SPACING AND NUMBER REFE AND OF ANSHORS REFER TOPErUMALIBN RMD• • OF DESIGN PRESSURES URES RI ELEVATIONON ET t311V. 03M PRZYMtES WIRT ON SMELTI EF �! DESIGN PRESSURES CHA111' ON SHEEt 1 OF 8). TYPICAL FOR SILL TYPICAL FOR SILL DETAIL C4 DETAEL CS ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION (STEEL OR MMMMUM I)W MN. '�1I� • • • • • (FEEL �1i ALUl6. t/6"MIM. THIYONESS) • • • • • ?YPIC AL SILL SECTIONS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRANCISCO HEFJQMEZ FLOROA PE # 51393 I a DRAWING No. SH08-02 DATE 04--4-DS SCA1.C. - 2•=1• SHEET 3 OF 6 I- no —? ,748 VN. 33N Place T 37042 tic r305?364-9M t " �� ...t.,y'-p•_;_la� r 3/4- TIAL(. NON-45HF C GROUT t • < a • e' v '. • . " : i�;.i �....• ..F MUST BE PROPERLY ATTACHED TO dQ 1' BY WGOD Bum•• • d 2 BY WDOD Bl1CC BY OTHERS. a . t} p Z • - - : 6• Q s S d' E' < . •: .: :. :.... • : - . a• z .. TRANSFER GLAZING SYSTEM LOADS z a d d . a • • . • o� o : • c TO THE STRUCTURE SHALL BEA><,to r s • APPRWED BY WINING OFFICIAL • . d . 4 _ e " 2 1/2" MTI2 1/2" . MiN. Lr1/4- PRIOR TO WINDOW INSTALLATION, SIAS 1 1/2" MI. PENETRATION INTO WOOD. 2 1/2" MIN. 2 1/2" MN. (FOR MAX. ANCHOR SPACING AND WAMM 1/4" ULTRACON 1 1/4` UN. EMTEDMENT OF ANCHORS REFER TO ELEVATION AND NTO CONCRETE THROUGH 1" 6Y WOOD BUCK DESIGN PRESSURES CHART ON SHEET i OF 6). OR NON -SHRINK NON-METALLIC GROUT TYPICAL FOR SILL W 1/4' UCTRACON 1 1/4" MN. FINr MTD CONCRETE (FOR MAX. ANCHOR SPACING AND NUMBER C (FOR MAX. ANCHOR SPACING AND NUM»R OF ANCHORS OF ANCHORS REFER TO ELEVATION AND REFER TO ELEVATION AND DESIGN PRESSURED CHART OESIGN PRESSURES CHART ON SHEET i OF 6). tV 7! TYPICAL FOR S91 ONLY. rZI (=7 DETAIL Cl TTYYPICAL FOR SHEETS 1� ONLY DETAIL C2 DETAILC3 ATTACHMENT TO PRS -CAST SILL ATTACHMENT TO CONCRETE ATTACkRVIENT TO WOOD z i zz �i ii {gOR • ( • SffiC 6 Aft MimaR • • • 1" 1/4•" SMS THROUGH METAL I" (FOp MAX. Aft VMS AND M P& * • • IN. (FDR MAX. ANCHOR SPACING AND NUMBER REFE AND OF ANSHORS REFER TOPErUMALIBN RMD• • OF DESIGN PRESSURES URES RI ELEVATIONON ET t311V. 03M PRZYMtES WIRT ON SMELTI EF �! DESIGN PRESSURES CHA111' ON SHEEt 1 OF 8). TYPICAL FOR SILL TYPICAL FOR SILL DETAIL C4 DETAEL CS ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION (STEEL OR MMMMUM I)W MN. '�1I� • • • • • (FEEL �1i ALUl6. t/6"MIM. THIYONESS) • • • • • ?YPIC AL SILL SECTIONS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRANCISCO HEFJQMEZ FLOROA PE # 51393 I a DRAWING No. SH08-02 DATE 04--4-DS SCA1.C. - 2•=1• SHEET 3 OF 6 1/4j' MAX 1/ 4- MAX. SHIM SPACE SPACE S Wid WOCE —2 BY WW 9= By OTHERS. MUST BE PROPERLY ATE40HED TO1/4" SMS THROUGH METAL • ... TRANSFER GLAZING SYSTEM LOADS To THE STRUCTURE. SHALL BE APPROVED (FOR MAX ANCHOR SPACING AND . .... 1 1/2- W BUILDING OFFICL14L PRIOR TO NUMBER OF ANCHORS REFER TO 0 ELWAVDN AND DESIGN PRESSURES E WINDOW INSTALLATION. ON 0 N SHEEF I OF OIL MIN. =JAMBS. 1745 W. 3&d PhaE la4* SMS 1 =2 MIN. PENETRATION INTO WOOD. Koft* FW43 33012 J-1Or 11 MA)L AN SPACING AND NUMBER ANCHORS RM TO ELEMMON AND pp: (508)384-9882 DESIGN PRESSURES CHART ON SHEET I OF 6). TYPM FOR JAM. t1/4!* DETAIL D2 TAPOONS 1 1/4' AIN. EMBEDMENT ATrACM—UNTTOW001D IN mCONCREfE THROUGH I" BY WOOD BUCK DETAIL D3 OR NON SHRINK NON METALLIC GROUT N (FOR MAx ANCHOR SPArAG AND NUMBER ATTAC104MT TO METAL 9MUCTURB f OF AkX*(ORS REFER TO ELEVATION AND PRESSURES CHART ON SHEET I OF 6). (SIEEL OR ALUMINUM 1/8- MIN, THICKNESS)DESIGN TYPICAL. FOR JAMBS. DETAIL Dl ATTACHMIEWTOCONCRM GLAZING DLffAlIL 1/8-, 3/16-, 1/4- ANNEALED z 0S OR 1/4- TEMP. CLASS 1/4' SMTHROUGH METAL z (FOR MAX. ANCHOR SPACING AND NUMM OF ANCHORS REFER TO El"A71ON AND DWOR PRESSURES CHART ON SHEET I OF 6). GLAZING TYPICAL FOR JAMBS. GLAZING TAPE BEAD E COUNFY MULLION. SEPARATE APPROVAL) --7-DADE BITE1 3/8 -GLASS r 1 (TYPICAL) N Z j, IL GO GO.: DKrAILD4 DRAWM No. SH08-02 ATTACHMNT TO MULUON ROD= Rmnm GO. G: O Hbao OMA DAM -14-CM :'TYPIC*Al*iAMB SECTIONS FRANCISCO HERNANDEZ FLORIDA PE # 51393 SCAM SHEET 4 OF 6 G : 9 OGG 0 O0 0 090 a 2-1 76 10 18 - ME OP1i0N 8 17 S00Si1 116>f18 dodwIIq, k 1748 K. 33rd Pta Watt^ N.M* 33012 ft (305)784-0982 %,,(308)828-8118 01 ib (SEE DETAILS 14 17 rya Al. A2. A3 NO A4 14 3 ON SHEET 2 OF 6) 12 O (SEE OUMS 01. 02, D3 AND 04 H 4 ON SHEET 4 OF 6) WINDOW WIDTH gg >a B s HORIZONTAL SECTION N m V $ I " O I 12 I I I 4 IV I e I 20 s W t OC I I 5 �i i3 I I (SEE MAILS 2 I z_ Cl. C2. W. 04 AND C5 z ?� ON SHEET 3 OF 8) 1/Y WEEP SLOTS! ge Ai EACH END •• ••• • • • • • •• N O ValWAE $I+=*PC : • :� . VERTICAL SECTION • • • • • . • 0 0 0 0 0 WITH TOP LOCK N ORAW940 No. o •.. • SH08-02 • • • •. • •Buffftcoda OF DATE: 4-14-•08 • . • . . • • . . • • • Acap>mmooNo j G -o5 = 4 • •. . .• • • • SCALE: I 2' -I' "' ' • ' NON= MACT RESISTANT WINDOW O E1,ER SHAT b OF 6 .... ....... . . ..... . ... . ...... . .... .•.. 0 • s •.• • • MATEMALLIST MATERMLLISf x => RUN T. $11RS�IE irdllfm �6flIQ6C�URI�, UC. 1748 W. 3374 Raw Hckxk p4ma SI012 PFa (MS)364�2 Fmt(]0�828-8115 FRAME WAD GLAZM ro to�. 38 . ......... . .. ... .. . .... r N • • • • i • • • • • SH08--�2 DATE- • • • • � • . • • SCALE 1 `mt' • • • ' NON IMPACT RESISTANT WINDOW FLOR[DA PE FRAWWO 3c SMEET 6 OF 6 TCI81[! PART! REP. DESCRH�'t1:ON A1ATF8,A7. 7 SW-014 1 fWUIE FIFAD 8063-TS 2 SW-52101 1 FRAME SN,I. 8083-T5 3 581-Ott 2 FRAME JAMB 8083-YS 4 SW-401}7 1 MEERNO RA0. 8063-TS ROO 8 SN--017 1 SASH TOP RAIL 8063-75 8 43365 9 SAS!{ �T10M RAIL 6O83-TS BALANCE 7 sY182o28 2 SASH CAM NYLON 8 SW-012 2 SASH SIDE RA[L 6063-TS O SW-AS 14 ASSEMBLY SCREWS DffitS! PAttY! RIiQD. tN+SCB�TlON bIAT¢8GL 11 51N43363 2/VENT LATCH 801'fOM RAIL PLASM 12 SW -16x0 AS R(� SEAL PILE FELT t3 SW -3267 AS RCD t'ffATHER STRIP 810.6 VWri. 14 SW -1520 AS CLAZINO TME F� 18 SNI -018 .4S RQD Q.A7�NO SAD 8063 TS 18 SW -540 2 SPIRW. A[,U6Nt4t1M t7 sw-66� a/vEcir LATCH za4c 78 SW -3062 AS RSD Y5FA7}iEtt SiRiF" 6018 tANYL FRAME .MMB 011 1i063-76 SW -DRAWING 6083 TS � �� yn �_,�� 88X1' SMS 10 SW -82020. 4/VET1T FACE CUfOES NYLON DffitS! PAttY! RIiQD. tN+SCB�TlON bIAT¢8GL 11 51N43363 2/VENT LATCH 801'fOM RAIL PLASM 12 SW -16x0 AS R(� SEAL PILE FELT t3 SW -3267 AS RCD t'ffATHER STRIP 810.6 VWri. 14 SW -1520 AS CLAZINO TME F� 18 SNI -018 .4S RQD Q.A7�NO SAD 8063 TS 18 SW -540 2 SPIRW. A[,U6Nt4t1M t7 sw-66� a/vEcir LATCH za4c 78 SW -3062 AS RSD Y5FA7}iEtt SiRiF" 6018 tANYL coo No. 0.812 � ,,gag 2A82 --I 1.312 0.050 0.812 0.384 0.393 0.730 2121b'� 1.aSD �.. 0.050 T 1.078 2127 2314 OA82 Ss�0s-7s STOP �� a67a (-- 0.10 MEr:Tu4c PAL SW -01S 8083-75 SASH TOP RAIL ��?. S FRAME SILL SW -52101 6053 -TS 0.937 0.050 0392 ,l 0.050 2750 0.082 L O.1870 0.7119 '1� 0310 }.- I �--- SASH SIDE stDE 11kiL �-012p --I t.000 LATCH 1iD1T0M RAIL PIASiiC XOCETAL X300 SW^ -43353 FRAME .MMB 011 1i063-76 SW -DRAWING 6083 TS � �� yn �_,�� 8063-78 . ..... . ... . ...... . .... .... . . .... . AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W96-38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96, with revision J dated 09/22/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a series 580 aluminum single hung window glazed with 1/2" tempered insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL=7568, dated 04/26/14, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a series 580 eyebrow top aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5343, dated 10/09/07, signed and sealed by Carlos S. Rionda, P.E. (Subtttitted tinder NOA#09-0316.10) 3. 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 ASTM 588, TAS 202-94 • see* .... • . . .....0 along with marked -up drawings and installation diagram of a s&W 580 radiuses . • aluminum single hung window, prepared by Fenestration Testiag ratopy,: c., ••••%• Test Report No. FTL-4443, dated 01/26/05, signed and sealed bq•B8>hundo :....: Largaespada, P.E. (Submitted wider• NOA#09-0316.10) • • • • • • ; • • • • • • • • • 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ...... .... 2) Uniform Static Air Pressure Test, Loading pes lWt TAS v3m-A4 • • • • • • 3) Water Resistance Test, per FBC, TAS 202-9;1'•;•; •. 4) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 t&ZXS • • • • • • along with marked -up drawings and installation diagram of a serjp � f 0 allhitawn ; • • • •; single hung window, glazed w/ 3/16" temp. glass, prepared by Fenestratiorr•Teltibg Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted udder NOA #02-0507.06) Manuel Pecef, P.E. Product Control Lxaininer NOA No. 1"722.07 Expiration Date: November 14, 2017 Approval Date: October 02, 2014 E-1 AWP Windows and DooLs, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CaNTMED) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20.2-94 2) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3861, dated 08/07/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), dated 07/01/14 and revised on 09/19/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 51' Edition (2014), and of no financial interest, dated July 1, 2014, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 1.34640 issued by the Product Control Section, dated July 16, 2013 and revised on August 01, 2013, signed by Manuel Perez, P.E. . 3. Asset purchase agreement dated March 20, 2014, signed by Mr. Paul Schmitt i Chief 96 Executive Officer and President, Trulite Intermediate Holding, j,LC j8nd Mr.,Tiw ...... Moris, Jr., President and C.F.O., AWP Windows and Doors, LOG.' : ease •' 4. Letter from owners of existing NOA stating that they have sold ei) Islets to -40 • • • •' • applicant, that they no longer manufacture the product and relini(tdM their rights to the: a...: current NOA, dated June 24, 2014, signed by Mr. Kevin Barretts 0 Fin4poia; • 00066 - •0••Officer Officer, Trulite Window & Door Solutions LLC. ' .. .. .. . a.aaaa e G. OTHERS 1. Notice of Acceptance No. 12-0906.06, issued to Trulite Windovti & Door Sokitions, . ."."..."LLC for their Series "580" Aluminum Single Hun Window -41?'e prov � fl�. 12/06/12 and expiring on 11/14/17. a • Manuel r , P.E. L' Product Contr6l Exiffiiner NOA No: H-40722.07 Expiration Date: November 14, 2017 Approval Date: October 02, 2014 E-2 53 1/8- 53 1/8- WINDOW WIDTH WINDOW WIDTH 50 1/8" 50 1/8- TOP CORNERS OF D.L. OPG. (FIXED) D.L OPG. (FIXED) ARCH TOP Wim• TO BE SECURED 13 13 5/8 -BY SCREWS OR SPOT WELDING hNX. FALSE APPLIED) A1AX. 6- MAX 6" MAX (SURFACEMAY BE USED \ ( lAHEAD HEAD CORNERS CORNERS D io 11 ' a rg� I Il m 0. II __H______ P O 48 1/2" m0y 48 1/2" mgl D.L. OPG. D.L. OPG. - 0 0 50 11/16" n 0 50 11/16- n 0 SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE • COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW • • TYPESIN MODULES OF TWO OR MORE WINDOWS USING • MIAMI .DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW 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 INCIjWNGeN" VGLOQV • • • •• HURRICANE ZONE (HVHZ). • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PIT08ERLY TQ :RAO(t • • • LOADS TO THE STRUCTURE. • • • • • • • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWIQ tN D&&t. AN&8RS • • • • • EMBEDMENT TO BASE MATERIAL SHAD. 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 DESI*J Of ANOWORS INTOD WOOD 01 Y. • • • ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC eN �CO RES •Y •• •• • • •• • ••• • INCLUDINGMATERIALS LIMITED TOETAL j • COME INTO CONTACT WITH OTTHEROISSIMRAR WAAISALLMFTiE • • REQUIREMENTS OF THE FLORIDA BLDG. CODE. • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ELEVATION TESTED UNITS INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR E)(TERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. i INSTALLATION OF THIS SYSTEM OUTSIDE THE 1NHZ AREA SHALL MEET j THE APPLICABLE REQUIREMENTS FOR WINO DORNE DEBRIS PROTECTION. I MONOLITHIC GLASS INSULATING GLASS NON IMPACT PROD11Cy RBVISBD w complying with Ike FWWa Duilding Coda Acceptmrca SxPimli�Dale j��? By Miwnv Dade Product Control J lJk drawing no 1W96-381 ;sheet of 5 ; w 9 VANDOIY WIDTH WINDOW YADTH ANDOW VADTH 1'ANDOW 1Y10TH APPROVED DESIGN LOAD CAPACITY - PSF SHAPES SHOWN ABOVE OR SIMILAR G= TYPE 'D' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'S' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INr.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2' 37' 42' 48" 53-1/8" 25" (3) 6D.0 80.0 60.0 125.0 60.0 210.0 _60.0 80.0 60.0 125.0 80.0 60.0 112.9 60.0 60.0 _179.7 112.9 _60.0 60.0 79.3 _ 60.0 _95.9 52.7 52.7 60.0 81.3-_ 6D.0_ 60.0 -- 95.9 -81.3 38.6 38.6 60.0 71.9 60.0 71.9 19-1/8" 26-1/2" 37" 42" 48" 53-1/8' 38-3/8" (4) 60.0 80.0 60.0 125.0 60.0 210.0 60.0 80.0 60.0 125.0 60.0 163.1 60.0 75.6 60.0 116.8 60.0 116.8 56.3 56.3 60.0 102.9 60.0 6 .0 60.0 102.9 90.1 81.4 37.0 37.0 60.0 90.1 - - 60.0 81.4 19-1/8" 26-1/2" 37" 0" 48" 53-1/8' 50-5/8" (5) _60.0 60.0 60.0 - 80.0 80.0 64.6 - 60.0 60.0 60.0__ 60.0--78.0 125.0 123.7 88.6 _ 60.0 60.0 60.0 _ 60.0 171.3 123.7 88.6 78.0 - - 60.0 68.3 60.0 68.3 - - 60.0 61.7 60.0 61.7 19-1/8" 26-1/2' 37" 42' 48' 53-1 /8"- W. (6) 60.0 60.0 80.0 80.0 60.0 _80.0 _125.0_ 125.0 _ 60.0 60.0 60.0 60.0 60.0 183.8_ 132.6 95.0 83.7 73.2_- 47.9 47.9 60.0 95.0 - - 60.0 83.7 ---- - 60.0 73.2 - 60.0 64.0 60.0 66.2 19-1/8- 26-1/2' 37" 42' 48' 53-1/8* 63' (7) 60.0 80.0 60.0 125.0 60.0 206.5 60.0 76.7 60.0 125.0 60.0 149.0 47.0 60.0 97.5 60.0 60.0 60.0 60.0 106.7 93.1 75.8 65.4 _47.0 --- - 60.0 85.1 - - 60.0 71.9 _- - --- -- 60.0 62.7 19-1/8'60.0 26-1/2' 37" 42' 53-1/8" 74-1/4' (7) 60.0 60.0 74.6 64.1 60.0 60.0 125.0 113.4 80.0 60.0 175.2 _ 126.5 - - 60.0 _82.0 _ - - - _ 60.0 - 74.8 60.0 90.6 60.0 79.8 60.0 65.5 60.0 69.8 - - 58.0 58.0 60.0 60.0 19-1/8" 26-1/2" 3Y' 42' 48" 76"_-_- - - - - _�-- 60.0 _60.0 60.0 125.0 110.2 80.3 60.0 60.0 60.0- 199.7 144.1 103.2 - - 60.0 73.1 - -- - _- 60.0 64.5 60.0 60.0 88.1 69.9 w 9 VANDOIY WIDTH WINDOW YADTH ANDOW VADTH 1'ANDOW 1Y10TH APPROVED CONFIGURATIONS SHAPES SHOWN ABOVE OR SIMILAR G= TYPE 'D' /f8" -ANN. GLASS (TYPE 'A') HEIGHT OR • 3 18" -ANN. GLASS (TYPE 'R') FOR • • 3/16" -TEMP. GLASS (TYPE 'C') d Ig SILICONE iGE 2 210.0 SCS 1000 201.9 144.6 �J Ly3 i `� 127.4 » 127.4 /8 60.0 60.0_ 1 �\ O • • • • 1 GLASS CAPACITIES ON THIS SHEET ARE • 1/8' ANN. GLASS 1/4" AIR SPACE 1/B" ANN. GLASS SILICONE CE -2800 zLLk f ° • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. \ BOX ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1/8" TEMP. GLASS 1 /4' AIR SPACE X1/8" TEMP. GLASS SILICONE GE -2800 z M DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GIASS TYPE 'E' G= TYPE 'D' • • • HEIGHT EXT.(+) • •• • • • • 26" (3) 56.7 210.0 60.0 210.0 56.7 56.7 201.9 144.6 60.0 60.0 25 56.7 56.7 56.7 127.4 60.0 127.4 111.5 100.7 60.0 60.0_ NOTE: • • • • • • • • • - a- GLASS CAPACITIES ON THIS SHEET ARE • • • • • S• Y BASED ON ASTM E1300-09 (3 SEC. GUS75a • • • �au •/z V i WlL. CLASS AND FLORIDA BUII.DINC COMMISSION STATEMENT DCA05-DEC-239• • • • • • • • • DECLARATORY 210.0 165.0 112.9 60.0 _60.0_ 60.0 _210.0 GLAZING OPTIONS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1/8" TEMP. GLASS 1 /4' AIR SPACE X1/8" TEMP. GLASS SILICONE GE -2800 z M DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GIASS TYPE 'E' G= TYPE 'D' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2" 37" 42" 48" 53-1/8" 26" (3) 56.7 210.0 60.0 210.0 56.7 56.7 201.9 144.6 60.0 60.0 201.9 144.6 56.7 56.7 56.7 127.4 60.0 127.4 111.5 100.7 60.0 60.0_ 111.5 _100.7 19-1/8" 26 -1/2" 37" 42" 48" 53-1/8" 38-3/8" (4) 56.7 210.0 60.0 210.0 182.4 130.6 56.7 56.7 182.4 130.6 60.0 60.0 56.7 111.9 60.0 115.1- 5_6.7 56.7 94.4 83.3 60.0 60.0 100.7 90.9 19-1/8' 26-1/2' 37" 42" 48" 53-1/8' 50-5/8" (5) 56.7 _ 56.7 56.7 210.0 165.0 112.9 60.0 _60.0_ 60.0 _210.0 _172.8 123.2 102.2 56.7 93.7 60.0 56.7 56.7 77.8 67.9 60.0 60.0 84.8 74.1 19-1/8" 26-1/2' 37" 42" 48" 53-1/8" 59' (6) 56.7 1822 143.8 106.0 60.0 60.0 210.0 56.7 56.7 177.9 60.0 1t5.6 94.4 _ 77.4 67.1 56.7 86.6 60.0_ 56.7 56.7 70.9 61.5 60.0 60.0 19-1/8' 26-1/2" 37' 42" 48" 53-1/8" 63" (7) 56.7 163.4 60.0 210.0 _ 56.7 56.7 134.8 102.1 60.0 166.6 60.0 60.0 _ 60.074.7 60.0 113.4 _91.8 64.5 56.7_ 84.2 _ 68.5 59.1 56.7 56.7 19-1/8" 26-1/2" 37" 42' 48' 53-1/8" 74-1/4" (7) 56.7 111.1 80.0 210.0 56.7 56.7 93.3 79.3 60.0 60.0 165.0 112.3 56.7 56.7 55.0 7_0.3 60.0 89.0 63.6 55.0 60.0 60.0 70.6 60.0 19-1/8" 26-1/2" 37" 42" 48' 76" (7) 1 56.7 107.1 60.0 210.0 56.7 56.7 88.0 76.5 60.0 60.0 161.2 112.3 56.7 68.4 60.0 89.0 1 56.7 1 61.3 1 60.0 70.4 • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. •® qui T� I Q gb O fQWrjt L° , U; 0 cu i$Q In z c7 O =:0 8i J O w zil L� IN FSM M N z rfJ� O J v y,Q WM1 \\ 25 \\\ --- Ea9r. JAVAO AHMAO CML Ft0. / 0592 CAPEN. 5387 PRODUCT REVISED :; complying Wi(h the Florida Building Code fxceptaouc No °L_•t^;1t nhS � LNDn4y:ip�irr'at tiffolnT�dOjW�Pje �AduDct. ! o I i nd 1g{ "i � a J' GLASS TYPE 1/2" OVERALL INSUL. GLASS 6p A C'`=nihda ngi ro�nno. W7V-ZV J : shoot 0 of F '. TYPICAL ANCHORS METAL i u III SrE HORS STRUCTURE FOR SPACING /`} 18Y �/� V1000 BUCK �' F ___ __-______ t % m TYPICAL ANCHORS I r - I rnl o SEE ELEVS. t 1 MWAI—DADS COUNTY APPROVED t . a FOR SPACING t 1 MUI l ION & MULLION ANCHORS f I ® +% a a ° a° a` $J1� t I SEE SEPARATE NOA III Ed t a! -------------- O y, g t < N OIN y Lzi ci -7 ; : - . •c-... TYPICAL ANCHORS 9 Q O SEE Et.EVS. TYPICAL ANCHORS OFq�i FOR SPACING® a t SEE ELEV.i(§ O i. FOR SPACING 24 I6 GGGz �W i s oWOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS , _j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM z Ir AND TRANSFER THEM TO THE BUILDING STRUCTURE. . 1s TYPICAL ANCHORS: SEE ELEV. FOR SPACING z - ]ALDIA, TAPCON BY 'ITW' (F. -12b KSI, Fy=100 KSI) : z 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSQ I = C -T-- 4.� -- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I `� i OPTIONAL" MIN. PENETRATION INTO WOOD !z � 16 2pl BOTTOM LATCH 1-1/2¢tO � � THRU 1 BY BUCKS INTO CONC. OR MASONRY _ r. 4 / 1-1 4" MIN. EMBED INTO CONC. OR MASONRY p � PG vj W _. ;J DIRECTLY INTO GONG. OR MASONRY $ 3 �•! (B� 5 1-1/4" MIN. EMBED INTO GONG. OR MASONRY v' 3 Zo 7s IDL W \ Al2 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) I y I a:: m Lu 23 1 12 ', INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") `-- REDO. FOR VANDOWS I � WITH GLASS TYPES 1 INTO METAL STRUCTURES 0 & E ONLY 14 rl STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) t o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) j 03 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)ci 8 o .i _ Ed = ANCHOR EDGE DISTANCE $ g b 6 INTO CONCRETE AND MASONRY = 2" MIN. q_ P �o � INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. 'I 8 14 CONCRETE AT HEAD, SILL OR JAMBS Pc - 3DOO PSI LON. v I C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. i -e 2 • • • • • 9SEALANTnz i1} w1 • • • • • • ••• • ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION — C/ • • • • • • • • • SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, • •• • • • •• SCHNEE MOREHEAD 5504 OR EQUIV. E g, wc�mmA0 PRODUCTREVISED d aPE"100592 ;wwnlplyig With lhoFloridea PADS: �e 1npta x NoG••: • ia••i•ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD ATgg• • • • • •EACH END OF FIXED MIG. RAIL.e•-m4. Product Control•iVEEPHOLES: ° ° • • • • • • • • • WI = 3/4" WEEP NOTCH AT EACH END y W96-388 sheet 3 of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �14au rn� y J �O xjlo. U P DQ OQp y3 TYPICAL ANCHORS 2' N SEE ELEV. lAPPROVED MULLION UNTY FOR SPACING SEE SEPARATE NOA _ - -, II II � J I I _ _ _ _ _ _ 1 II�> C_II ( �� ! 0 > d : Z Q Q Z 'D 0_^J�f p Z 3 WINDOW WIDTH WINDOW WIDTH ! N M IBY WOOD BUCKS \ TYPICAL ANCHORS O TYPICAL ANCHORS 1/4' MAX. (p I. 1/4• �!1 SEE ELEV. j SHIM /// MAX. FOR SPACING SEE GINGLEV. TYPICAL ANCHORS EOR SPACING �T WIDTH -- , SEE ELEV. � g FOR SPACING �� u i-rr I 13 D.L. OPG. 22 / pp 7 j , 1/4' SHIM \ / p ad I4 10 i .. ...__... ._ ._ _ MAX. 28Y WOf}D BUCK METAL ` 1 9 7 Q /i STRUCTURE 7STRUCTURE I 3 11' L. __________ __ " a a I m \ A2 00 0 B • •• • • • • ••• • °` �� .� • • • •E][THRIO� • , 3 •• ••• •• • • • •• Engr. JAVAD AHtdAD pRODUCT RL'VLSHD D.L. OPG. CML I FIA. vE 0592 as complying with Lha Aloilda I o' I CAN. Huildtng T • • • • • All WIDT • >drowin no.••• P14Ll,mW s t 4 9 I ••. • •• • • . W96-38 ;sheet 4 of—�$ , (TEM d PART 9 REQD. DESCRIPTION MATERIAL D(ANF./,SUPPLIER/REA[ARRS I YE-: 69 1 FRAME HEAD 6063-T6 - 2 YE -167 1 FRAME Sltl 6063-i6 - 3 YE -f02 2 FRAME JAMB 6063-T6 - 4 YE -152 1 FIXED RAIL 8063-T6 - 5 YE -151 1 VENT TOP RAIL 6063-T6 - 6 YE -168 1 VENT BOTTOM RAIL 8063-T6 - 7 YE -92 2 VENT JA\1R 6063-Tfi - 8 - AS READ. GLAZING BEAD ALUMINUM ROLL FORMED 9 YH-528 2/ VENT SASH STOP, Y LONG RIGID VINYL - 10 - 2/ VENT BLOCK k TACKLE BALANCE - - 11 YH-505 Z/ VENT BALANCE CLIP ALUMINUM - I2 YH-822 AS RE DO. BULB W'STRD�PING VINYL SINGLE ROW 13 YH-4004 AS RF.OD. fP! SEAL W'STRtPPING .187 X .250 WOOL UI.TRAFAB I4 YH-504 2/ VENT SPRING LOADED VENT LATCHES NYLON/CELLON A7 13" FROM ENDS 14A YH-51S 2/ VENT SWEEP LOCKS ZAMAK AT 11" FROM ENDS I9 YF -1 8 FRAME ASSEMBLY SCREWS (�10 X 3/4') _ CRS PLATED, PH SMS 18 YF -IO 2/ VENT FIXED RAIL SCREWS (Q8 X 1' CRS CM Pl ATFO, PH SMS 17 YF -I2 6/ VENT VENT ASSEMBLY SCREWS (®8 % 1-1/4'� CRS CAD PLATED, PH SMS 19 YF -6 1/ CLIP A10 X 1/4" PH SMS -IN B - - 20 YF -14 2/ LOCK SWEEP LOCK SCREWS (88 % 5/8' - OH SMS --- 21 YC-/5SP 2/ VENT SELF ADHESIVE PAD X .31" X .757 FOAM - 22 YM -519 2/ VENT BALANCE CAM PLASTIC - 23 YH-590 1 RELNFORCWG BAR (REQD. FOR INSUL. GLASS ONLY) STFFI. HRB93 24 - 2/ VENT SASH STOP (1' X I-1/4' X 1/I6') ALUMINUM ON 74-1/4" HIGH ONLY 25 - 2/ llTf SETTING BLOCK ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EPOM DUROMETER 8015 SHORE A 2.220-- — .055 .88g I 1.321 860 FRAME HEAD { .812 —I .062 681 17 �I � 1.082 FIXED RAIL e .999 -j I I �IIIIILL����llllll 1.82$ �1 .812 VENT TOP RAIL 1.562 1 .055 3.125 I 2.687 �1 .812 L VENT BOTTOM RAIL .1881 r .62A i FIX. RAIL REINF. 2.563 1.125 1.070 .0w'B; 2 687 L FRAME SILL VENT SIDE RAIL �5i • l9i t7 2.104 .612 1.1.1:• • 1.61 FRAME�- I • • FRAME JAMB 3/4` WEEP AT EACH E SCREEN REFAINIF z { G Z n '> 0 I, a7 �I a�� Oaa ; i0co w R c S.H. FRAME CORNER DETAIL "mralawfi•' _ • • • • • • • • • • • •• •• • • • •• •• ••• • • v $ U i I� 17 g FLA. PE 1 10592 CAN. 3 C L OO L O v _moi ;P�\ x I rollingno..� j Z Q t0 W96— W96-38 IL (sheet 5 of 5 ) t` I J is Z $� o 3 n M "mralawfi•' _ • • • • • • • • • • • •• •• • • • •• •• ••• • • tODUC'TREVISED . "mplying "i1h the Florida o .. JAVAD ARMAO CML FLA. PE 1 10592 CAN. 3 Juilding Codc N ��_JI �:J .—___.. _moi ;P�\ Mian Dado ProdacS anrol y I rollingno..� - W96— W96-38 IL (sheet 5 of 5 )