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WS-13-2011Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 198529 Permit Number: WS -9 -13 -2011 Scheduled Inspection Date: February 10, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: CONSOLO, ROBERTO AND FREDI Work Classification: Window /Door Replacement Job Address: 366 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Phone Number Parcel Number 1132060136320 Contractor: YAMILL GLASS & WINDOW INC Phone: (305)253 -5211 Bull comments REPLACE 16 WINDOWS AND 6 DOOR INSPECTOR COMMENTS False February 07, 2014 For Inspections please call: (305)762 -4949 Page 4 of 44 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 07, 2014 For Inspections please call: (305)762 -4949 Page 4 of 44 Inspection Worksheet i Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205778 Permit Number: WS -9 -13 -2011 Scheduled Inspection Date: January 21, 2014 Permit Type: Windows /Shutters Inspector: Naranjo, Ismael Inspection Type: Window Door Attachment Owner: CONSOLO, ROBERTO AND FREDI Work Classification: Window /Door Replacement Job Address: 366 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Phone Number Parcel Number 1132060136320 Contractor: YAMILL GLASS & WINDOW INC Phone: (305)253 -5211 Building Department Comments REPLACE 16 WINDOWS AND 6 DOOR PassedEl Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP- 198528. January 17, 2014 For Inspections please call: (305)762 -4949 Page 10 of 12 Miami Shores Village Building Department Miami -Dade County, Florida Job: Impact Window Installation at: 366 N.E. 93rd Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows Owner: Bobby Consolo Dear Building Official, January 10, 2014 M. Please be advised that all 2x bucks required for the impact window installation in the above referenced job shall be installed as per the requirements of the typical details found attached to this letter. Should you have any questions regarding this matter, please do not hesitate to contact our office. S C b -ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 1/10/14 C s Perez I -_ E.,, Structural Engineer i "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MIAMI, FIORidA 3 3 176 TEL (786) 242.1 720 - FAX: (786) 242 -4399 'i` Job: Impact Window Installation at: 366 N.E.93rd Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows Owner: Bobby Consolo 1/4" ELCO Min. 3.5 ksi . • Tapcons "Concrete a ,. 2x Woad Buck q '< ; �, . 4 4 " ' , *A ( 1 1/2 actual] � .4 ---T1 1/2" Min. Concrete Embedment Typical 2x Wood Buck (where reau i redl Notes: 1. Anchor spacing for buck attachment to substrate shall be at 5" O.C. (max.) from corners and 10' O.C. (max.) balance. 2. Minimum distance from center of anchors to concrete edge is 3 1. Miami Shores Village Building Department Miami -Dade County, Florida Job: Impact Window Installation at: 366 N.E. 93rd Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows Owner: Bobby Consolo Dear Building Official, f'�'"' / # !3- zoo > January 10, 2014 Please be advised that all 2x bucks required for the impact window installation in the above referenced job shall be installed as per the requirements of the typical details found attached to this letter. Should you have any questions regarding this matter, please do not hesitate to contact our office. TRU 'ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 1 /10/14 e Carlos .'Pere, P.E,; Structural Engineer FL. P. . #: 54844 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 112TIi STREET, MIAMI, FloRda 3 3 176 TEL (786) 242.1 720 - Fax: (786) 242 -4390 a Job: Impact Window Installation at: 366 N.E.93rd Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows Owner: Bobby Consolo Min. 3.6 ksi.. `Concrete 2x Wood Buck 1 1/2" actual Y 114- ELCO TapeonS 1 112n Min. 4 ^.� , a. Concrete A Embedment Typical 2x Wood Buck (where required Note.: 1. Anchor spacing for buck attachment to substrate shall be at 5" Q.C. (max.) from corners and 10" Q.C. (max.) balance. Z. Minimum distance from center of anchors to concrete edge is 3 ". FN 201L 3RO69227 NOTICE OF COMMENCEMENT OR Bk 28799 Fs 2348! (lns ) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 1-13; 311, ?I i 3 11'.39.'36 HARVEY RUVINY CLERK OF COURT PERMIT NO. TAX FOLIO NO. 115906 0I (c3.6 LASTZPAGEE GOUFtTYr FLORIDA 3 STATE OF FLORIDA, COUN1 Y OF DADS �g eaaa� STATE OF FLORIDA: i HEREBY CER77FYdrat ht is a drum 90n COUNTY OF MIAMI -DADE: odgkW fed in this `O an dorof 5 THE UNDERSIGNED hereby gives notice that improvements will property, and in accordance with Chapter 713, Florida Statutes, thSXR 1 MI2 Cnufft is provided in this Notice of Commencement. By C.C. 90�� 1. Legat description of rope and street / address, - o Y�d io %e L , g�5 2. Description of improvement: f:Qrtn i5h fr%5 -I-ra.M Tir,1P&,+ i i ytdou.>s + DOC.6S 3. Owner(s) name and ad ress: ' 4y)ef% Co�sc��r, �{�(o )0E. 93,s+ �I ) id,� skor-esF FI on d 331-55 Interest in property: 0 w vi Name and address of f simple titleholder: Lih 4. Contractor's name and address; \ ;i1 G I.th.SS Iiii n&WLo `f$0!, 5Lo 7S IAy2 Hi F 3315 5 5. Surety: (Payment bond r uired by owner from contractor, if any) Name and Address: K Amount of bond $ ti► Yt- 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name,7,,Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name an,�liAddress: }J/ j 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) of Owner Print Owner's Name !'` QeQQ r L7®..u.W-0 Prepared by C.av-me rn (nUex-ryxD 61. Aa C szq -67 - V30-"-0 Sworn to and subscribed beforAme this t 1 day of A u U f , 2013 Notary Public: Print Notary's N me: ., 9 My commissio expires: NMrY Public State of Florida Rosa I Palaclos �¢ My CJharn,sslon DD841804 OF ao4 Expires 12!28/2013 Address: r rv+ eyA CCU e'g-r e-4ro q50(, emu-) -?5 Ave l cvv+a e FL 3 �5 i 55' /Miami Shores Village (��J\ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 J� INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: CBUILILDING JOB ADDRESS: 5Q W6, 9,5 5f - A-,43,qy 30 IRE EIVED SEP 0 4 2013 Permit No. 1 Master Permit No ` ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 113 aO(o ®13 (o39-0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER. Name (Fee Simple Titleholder): ^ 06 of 1 Address: .�(o C-1 ,9 5 5-�^ City:' 8 it "y6— 5 o t-25 State: L- Zip: 3 3 1 3 9 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: ! iiM I 1 Co [ Q S -(; -i- 0 R n Phone #: --305 Address: 5 (x) 7 Ave, 14 City: P 11 State: FL. Zip: 35155 Qualifier Name: .fLI.J l Phone #: State Certification or Registration #: Certificate of Competency #: q 1 6,50 t Contact Phone#:3QS `Cf'7r� - ( 07) :7 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ i -7, 3 ti 7- 0 Q Square/Linear Footage of Work: Type of Work: DAddition Description of Work: ORepair/Replace,,7 ODemolition % Submittal Fee $ '� Permit Fee s320 . • ®� CO /CC $ Scanning Fee $24 B Radon Fee $ W DBPR$_9.66 BondB $� Notary $ Training/Education Fee $ Technology Fee $ •"� Double Fee $ Structural Review $ TOTAL FEE NOW DUE $6332 • / 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a r ' ection fee will be charged. Signature e Signature Owner or Agent Contr4lc The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 27 day ofNU,M51_20 13, by 9-0bedUA5,l(a day of Au <<.%sf ,20 L, by l t,1 6 ue- rr'PX() who is personally known to me or who has produced uC. who is ersonally kno to me or who has produced say- boo °434&s$As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign. Print - _T &-kin n My Commission Expires: &Bt Rosa I Palacios 8 My Commtsston ODS41804 V'ot r►� Expires 1 ?J2812013 �kskaksk* ksk�kaksk�kskskak�sksksk *kik�kakNaakabakiksb�RHa �k skak�ls aks$�k akak�k�kskak�k`kak*k+x�k�ksk�k8 APPROVED BY �i r Plans Examiner 4") A Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign:. Print: My State of Florida My Corrmisston DDS41804 Expires 12/2812013 Zoning Clerk s This Doeument Prepared By and Return to: RICHARD A. GOLDEN, LSO KR Z1M33R AND GOLDEN, P.A. 1175 N.L. 125TH STREET SUITS 512 NORTH MIAMI, FLORIDA 33161 195 -13P ParedwNumber. 11- 3206 - 013 -6320 Warranty Deed C:FH 2013RO601278 OR Sk 28750 Pss 4126 - 41271 Upss) RECORDED 07/31/2013 14.03:16 DEED DOC TAY 3,960.00 HARVEY RUVINs CLERK. OF COURT MIAMI -DADE COUNTY., FLORIDA This Indenture, Made this 26th day of July , 2013 A.D.. Between MAURIZIO MONTALTO and YVONNE BARS MONTALTO, his wife of the County of MIAMI -DADS , State of Florida , grantorS, and FREDI CONSOLO and ROBERT CONSOLO, her husband whose address is: 366 NE 93 STREET, MIAMI SHORES, FL 33138 of the County of MIAMI -DADS , State a Florida , grantees. WltneSSeth that the GRANTORS, for and in consideration of the sum of ----------------- - - - - -- -TEN DOLLARS ($10) ----------------- - - - - -- DOLLARS, and other good and valuable consideaatlon to GRANTORS in hand paid by GRANTEES, the receipt whereof is hereby aclrnowledged, have granted, bargained and sold to the said GRANTEES and GRANTEES' heirs, successors and assigns forever, the following de=ibcd land, situate, lying and being in the County of MIAMI —DADS State of Florida to wit: The West 1/2 of Lot 2, all of Lots 3 and 4, and East 1/2 of Lot 5, Block 47, Amended Plat of Miami Shores Section No. 1, according to the map or plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of Miami -Dade County, Florida. and the grantors do hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. Um Gm w&W by O DWO Symmm, Lx„ 2013 (863) 763.3433 Form FLWD•2 Book28750/Page4126 CFN #20130601278 Page 1 of 2 Warranty Deed- Page 2 Pared ID Number. 11-3206-013-6320 OR BK 28750 PG 4127 UAtST PAGE In Witness Whereof, the cantors have hereunto set their hands end seals the day and year fast above written. ign seal ud delivered in our presence: y (Seal) Pr ted amen V� MAURIZIO MO ALTO...., Wi s s P "ddy :47 sry2EE r, MTAn tJKES; FL�33�s . A /�ri�t�d— Nam ®: i(e `� JLfl�' y�^✓ ONNE BARE MONTALTO / Witness .O. Address: 47 NE 915TR M. MIAM SHORES, FL 33138 STATE OF Florida COUNTY OF MIAMI -DADE The Foregoing instrument was acknowledged befamo me this 26th day of July 2013. by MAURIZIO MONTALTO and YVONNE BARE MONTALTO, his wife who are personally lmown w me or who have produced their Florida driver' r s 1 i entification. Prin d e: Notmly VLLb lic My commifisim Exphu. F 185 -13F Laearc wwwdbyottiftSymm 1m. 2013 (W)763-055 FormFLWD -2 Book28750 /Page4127 CFN #20130601278 Page 2 of 2 1070 Technology Drive North Venice, FL 34275 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. IliESCRR'TION: Series " CA -74i1F Fined Casement".Alumi tum Fixed Window —L.MI. APPROVAL DOCUMENT: Drawing No. MD- CA740F -LM, titled `Tixed Casement Window Details — LM ", sheets 1 through 11 of 11, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Control Section. MISST A RATING: Lifte and! Small A%silb.Ttn tncfi 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Nsr�►rn.DApE coUNiY NOA,No,12 »12i�:11 qe Expiration Date: April 11, 2018 t Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- CA740F -LM, titled "Fixed Casement Window Details — LM ", sheets 1 through 11 of 11, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of a series CA74OF aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12 -1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. ManuerpereyAu. Product Control aml r NOA No.1 -1 .11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E -1 GENERAL NOTES' SERIES 740 IMPACT - RESISTANT FIXED CASEMENT WINDOW 1)THS PRODUCT HAS BEEN DESIGNED &TESTEDT000MPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINDMRNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTS LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DARE COUNTY. USE ONLY MIAM14)ME COUNTY APPROVED MASONRY ANCHORS MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD SLICKS LESS THAN 1.1/Y THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -U2' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SFIALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOW BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL. SHAU. BE BEYOND WALL DRESSING OR STUODO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS WOOD BUCKS • BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM 0300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 0) THE ANCIHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WRNDLOADS CORRESPONDING TO THE REOUItED DESIGN PRESSURE. THE 3361= STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DFSSIMILAR MATERM SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 0) REFERENCES: TEST REPORTS FTL- 7083.36M 3580, 3724. ELOO ULTRACON NON ELCO CRETEFLEX NON ANSWAF&PANOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. DESIGN PRESSURE RATING I IMPACT RATING VARIES. SEE SHEETS 0-10 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE ai' WIDTH 63 VISIBLE LIGHT WIDTH (DLO) 4. �_ B, SEESHEET2 4' MAX 18` O.C. MAX IF JAMB IS OVER 80'. A A SEE or VISIBLE SHEET2 7w H LIGHT HEIGHT (DLO) 23' O.C. MAX IF JAl1B3IS 80' OR LESS. O.C. MAX. 1: I 8 10' O.C. MAX. IF EAD OR SILL �—►{ HEW OR SILL 80.OR LESS. IS OVERSO-. TYP. ELEVATION OF FIXED CASEMENT WINDOW TABLE 1: Glass Tyim Street A 1 6MS` Lauri 118 An -.090- PVB -118 An 3HS- AtaMftW0R 11@AT400000M MASS 2 7MB`Lauri 18 An- .080`SW -3118 An 3.7M8' Land 18118 -.080 SOP -3118 8 4 7Ar Lend. IG (1/8 An - 7/18' Air - U8' An -.09V � -118 An rs 6 7f8-LoW.IG US 'T- 7/18-Atr - 11WAn- .09MPVB -11WAn 8 7f8 LaW.lO 18•An -1/4 -Air- 3118'An- .080"SGP- 311WAn 7 718 Lama. IG ( 3118' An -114- Air - WIV HE - .090" SUP - 18- HS 8 7f8-LemLIG(3M6'T- 1k -Atr- 3116- An- 311(V- 3118 -An 9 718- LaW.I G( 3f18-T- 114'Atr- 3f18'HS..090'SGP- 3/18'!8 19 23- H is TABLE 1: Glass Tyim Street A 1 6MS` Lauri 118 An -.090- PVB -118 An 3HS- AtaMftW0R 11@AT400000M MASS 2 7MB`Lauri 18 An- .080`SW -3118 An 3.7M8' Land 18118 -.080 SOP -3118 8 4 7Ar Lend. IG (1/8 An - 7/18' Air - U8' An -.09V � -118 An rs 6 7f8-LoW.IG US 'T- 7/18-Atr - 11WAn- .09MPVB -11WAn 8 7f8 LaW.lO 18•An -1/4 -Air- 3118'An- .080"SGP- 311WAn 7 718 Lama. IG ( 3118' An -114- Air - WIV HE - .090" SUP - 18- HS 8 7f8-LemLIG(3M6'T- 1k -Atr- 3116- An- 311(V- 3118 -An 9 718- LaW.I G( 3f18-T- 114'Atr- 3f18'HS..090'SGP- 3/18'!8 19 GENERA. NOTES.-- .- .- .- .- .-1 ELEVATION 1 GLAZING DETAILS„„..„......._._ 1 INSTALLATION....._.._.._.___.. 2 ASSEMBLY TUBE DETAILS..«...... -3 ANCHOR SPECIFICATIONS.......» 4 ANCHOR QUANTITIES_........ 4-5 DESIGN PRESSURES----- 6.10 ASSEMBLY DETAfLS160M._._....w 11 No.68705 •� 3 AT OF F �0��. •. FGORIOP;. ONAL A LYNN P.E. SPIT LAMINATES r i TttB'LAMMTE0 — OMSSSTACK OUISS8TACK IW AM3'MPO �O1A88 LJ ' a kE�J GLASS TYPE 1 mroupow SWAG1a P" - -- a 14/10* GL48S ikl'NOAL ?wIm GASSSTACK GLASeaA•SSTTACK OU18S STACK GLAaG GLASS TYPES 4 & 6 "m wft- 9 0 - �_i w mical atIM-5081 Mcmiu, 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. 8 O 1529 NOKOMIS. FL 34274 CERT. OF RUTH. /29295 GLASS STAG( �ta�• 1 GLASS TYPES 6 & 7 ms•LArewATw r GLASSSTACK StIVANNEM"OR 'HEATSTRENGTHEM GLASS .rA9e'f1UPwow SLIVANNEMMOR HEAURIWDKti1ATiW GLASS __T 11M8'GLASS ~' 4opmved ectomplTmBelt6Oe GLASS TYPES 8 & 9 Date'' i�°2n►'� Dy: Dow Redetmv e B7 8y: Dote: ReWffio+r GENERAL NOTES & ELEVATION J ROSOWSKI 17110: 0ote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 — A,.,w -,. I � I Sh d. I D-wh. N0. Rew. CA -740 I NTS 11 OF 11 7178-SSTACK D GLASS STACK 3HS- AtaMftW0R 11@AT400000M MASS .OW WCNTSOP • WWANNEALEPOlt HPATSTIENGTHENI D GLASS 11/18' GLASS GLASS TYPES 6 & 7 ms•LArewATw r GLASSSTACK StIVANNEM"OR 'HEATSTRENGTHEM GLASS .rA9e'f1UPwow SLIVANNEMMOR HEAURIWDKti1ATiW GLASS __T 11M8'GLASS ~' 4opmved ectomplTmBelt6Oe GLASS TYPES 8 & 9 Date'' i�°2n►'� Dy: Dow Redetmv e B7 8y: Dote: ReWffio+r GENERAL NOTES & ELEVATION J ROSOWSKI 17110: 0ote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 — A,.,w -,. I � I Sh d. I D-wh. N0. Rew. CA -740 I NTS 11 OF 11 INSTALLATION EDGE OPTION 1 DISTANCE INSTALLATION ANCHORS INTO 2XWOOD. AS RECIUM PER TABLE % SHEET4 WINDOW HEIGHT EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. (36.37 VISIBLE LIGHT HEIGHT Nt-0) 3S INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. Cold PER iy c O i • OPTIONALADDON FLANGE @ HEAD. BILL &JAMBS SEE OPti•AIL Al, B NOTES: 1) USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TA13.E 3, SHEET 4. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1.1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. VOW BUCKS DEPICTED AS 2X ARE 14W THICK OR GREATER 1X AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSBILM OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1W. 1/4 MAX SHIM AS REQUIRED PER TABLE 3, SHEET4 INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION. ALUMINUM, STEEL FRAMING OR STEEL STUD. `.r- VISIBLE LIGHT WIDTH (DLO) —�� 1 EXTERIOR WINDOW WIDTH HORIZONTAL SECTION A A ELOW �. !0' I � 1111111111 ILYNN .......... Zee, No. 56705 * tsrA 18 t� E 1 /0NAI- / 4ltttt�� A. LYNN MILLER P.E. L MAX. i 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOANS, FL 34274 CERT. OF AUTH. /29296 NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10• MAX. FROM EACH SIDE OF THE FRAME ASSEN®LY TUBE CENTERLINE. SEE TABLE FLOW: Aden n@t Anchae ReWlmd an each Side ot0ie From As TLhe A f Window dow A=WTM V&M A B,C &O P •22.0• 0 0 28•.2b.0• o ! > I- m2r+ Aeahalype A S.0 &O 0 0 0 i ! VISIBLE LIGHT FORMULAS WIDTH:VW WOWWIDTH -7 HEIGHT. WINDOW HEIGHT •7 Approved as eempbftvritit III@ FI@dda Date k11 pad@ et tt01 B7 GENERAL NOTES & ELEVATION J ROSOWSKI TRk: Dote FIXED CASEMENT WINDOW DETAILS - LM 08108/12 SedwIlAndel: Sfe Sheet !honing No. Rw CA -740 NTS 2 OF 11 MD- CA740F -LM INSTALLATION — EDGE DLWTANCE OPTION 2 INSTALLATION CONCRETERM ANCHOR8DIRECTLY PERANCHOR EMBEDMENT IRY. REQUIREMENT INTO MASONRY. t TYP. ANCHOR TYPE, EMBEDMENTAND �f > EDGE DISTANCE ; PER SUBSTRATE, \ . SEE TABLE 3, SHEET4. EDGE DISTANCE EMBEDMENT iy c O i • OPTIONALADDON FLANGE @ HEAD. BILL &JAMBS SEE OPti•AIL Al, B NOTES: 1) USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TA13.E 3, SHEET 4. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1.1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. VOW BUCKS DEPICTED AS 2X ARE 14W THICK OR GREATER 1X AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSBILM OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1W. 1/4 MAX SHIM AS REQUIRED PER TABLE 3, SHEET4 INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION. ALUMINUM, STEEL FRAMING OR STEEL STUD. `.r- VISIBLE LIGHT WIDTH (DLO) —�� 1 EXTERIOR WINDOW WIDTH HORIZONTAL SECTION A A ELOW �. !0' I � 1111111111 ILYNN .......... Zee, No. 56705 * tsrA 18 t� E 1 /0NAI- / 4ltttt�� A. LYNN MILLER P.E. L MAX. i 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOANS, FL 34274 CERT. OF AUTH. /29296 NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10• MAX. FROM EACH SIDE OF THE FRAME ASSEN®LY TUBE CENTERLINE. SEE TABLE FLOW: Aden n@t Anchae ReWlmd an each Side ot0ie From As TLhe A f Window dow A=WTM V&M A B,C &O P •22.0• 0 0 28•.2b.0• o ! > I- m2r+ Aeahalype A S.0 &O 0 0 0 i ! VISIBLE LIGHT FORMULAS WIDTH:VW WOWWIDTH -7 HEIGHT. WINDOW HEIGHT •7 Approved as eempbftvritit III@ FI@dda Date k11 pad@ et tt01 B7 GENERAL NOTES & ELEVATION J ROSOWSKI TRk: Dote FIXED CASEMENT WINDOW DETAILS - LM 08108/12 SedwIlAndel: Sfe Sheet !honing No. Rw CA -740 NTS 2 OF 11 MD- CA740F -LM I � 1111111111 ILYNN .......... Zee, No. 56705 * tsrA 18 t� E 1 /0NAI- / 4ltttt�� A. LYNN MILLER P.E. L MAX. i 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOANS, FL 34274 CERT. OF AUTH. /29296 NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10• MAX. FROM EACH SIDE OF THE FRAME ASSEN®LY TUBE CENTERLINE. SEE TABLE FLOW: Aden n@t Anchae ReWlmd an each Side ot0ie From As TLhe A f Window dow A=WTM V&M A B,C &O P •22.0• 0 0 28•.2b.0• o ! > I- m2r+ Aeahalype A S.0 &O 0 0 0 i ! VISIBLE LIGHT FORMULAS WIDTH:VW WOWWIDTH -7 HEIGHT. WINDOW HEIGHT •7 Approved as eempbftvritit III@ FI@dda Date k11 pad@ et tt01 B7 GENERAL NOTES & ELEVATION J ROSOWSKI TRk: Dote FIXED CASEMENT WINDOW DETAILS - LM 08108/12 SedwIlAndel: Sfe Sheet !honing No. Rw CA -740 NTS 2 OF 11 MD- CA740F -LM VISIBLE LIGHT FORMULAS WIDTH:VW WOWWIDTH -7 HEIGHT. WINDOW HEIGHT •7 Approved as eempbftvritit III@ FI@dda Date k11 pad@ et tt01 B7 GENERAL NOTES & ELEVATION J ROSOWSKI TRk: Dote FIXED CASEMENT WINDOW DETAILS - LM 08108/12 SedwIlAndel: Sfe Sheet !honing No. Rw CA -740 NTS 2 OF 11 MD- CA740F -LM FIXED CASEMENT (0) FOR SINGLE UNITS: 1) DETERMINE YOURWINDOW SM AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, MEET 4. 3) FROM SHEETS 540. FIND THE SHEET FOR YOUR GLASS TYPE FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 9ESTFGM PRESSURE (PSF) FOR SMME H4 WDOWS. ALL ANCHOR GROUPS•. 4) DIMENSIONS SHOWN ARE TIP—TO—TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLES LABELED 'WINDOWMtCHORS REQUV w (FABLES 2A & 28, SHEETS 4 & B), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIXED CASEMENT /CASEMENT AWNING [CASEMENT/ FIXED CASEMENT (X)(0) FIGURE 1: FIGURE 2: 740 SERIES i-"• / AV: / C\ �� .ASSEMBIY�.► TUBE / 10', � T. NOTE 7, D \ \ 740 SERIES �/ CANT —` 740 S 740 � E SERIES FRAME FRAME FDBD ASSEMBLY CASEMENT TUBE WINDOW„ E ASSEMBLY �',• G� WINDOW � 1 1 / ��740 SER�9 IQn� FIXED II ' E PRODUCTS NOA FO R INSTALLATION SPAS MN. 012 X 1' SM.4 THROUGH INSTALLATION HOLES 740 SERIES FRAME FIXED EXTEROR ASSEM CASEMENT TUBE WINDOW H VERTICAL SECTION D-D 740 SERIES AWNING WINDOW FRAME — ASSEMBLY 740 SERIES c CASEMENT WINDOW EXTEWOR a 1) DIMENSIONS SHOWN ARE TIE -TO-Tp DIMENSIONS FOR EACH INDVIDUAL WINDOW. FOR SIZES NOT MOWN, ROUND I1P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2)ANY 740SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO NDIVDUALLY COMPLY WTH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. AHN'112 X �( 1• SMS rp4STALLATLON THROUGH CASEMENT DETAILS, WITH MR #12 X 1• SHEET YJ14DOW HOLES 740 SERIES SPACING AND QUANTITY AS THE CASEMENT OPPOSITE FRAME MEMBER. H VERTICAL SECTION D-D 740 SERIES AWNING WINDOW FRAME — ASSEMBLY 740 SERIES c CASEMENT WINDOW EXTEWOR a 1) DIMENSIONS SHOWN ARE TIE -TO-Tp DIMENSIONS FOR EACH INDVIDUAL WINDOW. FOR SIZES NOT MOWN, ROUND I1P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2)ANY 740SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO NDIVDUALLY COMPLY WTH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. VERTICAL SECTION EE 740 SERIES FRXED 7) FOR ALL COMBINATION UNITS. CASEMENT ADDITIONAL. INSTALLATION ANCHORS WINDOW MAY NEED TO BE NBTALLED THROUGH THE WINDOW FRAMES AT 1(' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE VPNTFRLINE SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP. SEE FIGURES 1 & 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 8.10, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED RYtl1tDOWARCHORS REQUIRW (TABLES 2A & 26, SHEETS 4 & 6} THIS MUST BE DONE FOR EACH WIDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP- TO-TIP. FOR SAES HOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED IMHDOWANCHORS REOUTREV (TABLES 2A & 2% SHEETS 4 & S). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, S&L AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2). AND THAT MN. 012 X 1• ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). A498ond Ambers ReqWted on each aide oThe Forme Assembly Tutee (FA 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW, AS SHOW IN CASEMENT DETAILS, WITH MR #12 X 1• SHEET YJ14DOW ANAL SCREWS USE THE SAME 23• - a8.e•' SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. — ASSEMBLY 8) THE FRAME ASSEMBLY TUBEAHILY TUBE NOT EXCEED 82' IN LENGTH (AS USED MIN. 012 X W A W FLANGED WINDOW) OR BE ..1• SAf13 USED N TEE OR CROSS THROUGH CONFIGURATIONS. S) THE FRAME ASSEMBLY TUBE IS HOLES NOT REQUIRED TO BE CLIPPED TO 0 THE SUBSTRATE ALL EXTERIOR 2r* JOINTS TO BE SEALED BY INSTALLER. VERTICAL SECTION EE 740 SERIES FRXED 7) FOR ALL COMBINATION UNITS. CASEMENT ADDITIONAL. INSTALLATION ANCHORS WINDOW MAY NEED TO BE NBTALLED THROUGH THE WINDOW FRAMES AT 1(' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE VPNTFRLINE SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP. SEE FIGURES 1 & 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 8.10, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED RYtl1tDOWARCHORS REQUIRW (TABLES 2A & 26, SHEETS 4 & 6} THIS MUST BE DONE FOR EACH WIDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP- TO-TIP. FOR SAES HOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED IMHDOWANCHORS REOUTREV (TABLES 2A & 2% SHEETS 4 & S). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, S&L AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2). AND THAT MN. 012 X 1• ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). A498ond Ambers ReqWted on each aide oThe Forme Assembly Tutee (FA LL � WNdow WIM AmhwlWw A S.0 &O -tae• o a 23• - a8.e•' 0 1 2B'+ 1 t ►- gggu Wh im Howd Arrohor A 8,0&D 1T -22.tT 0 0 23' • 2&9' 0 1 2r* 1 1 4pprm ed as compift w1i411te 140" C Data WOAfl M ail Dadeprodu re UY CM O O O "f ZQ J fl) Q tELL. <o� a LLI O c� m � J �Z m f� LV Q Q LLI U r W '9 U LL N Se ` lk Na.6ST05 Ak, A LYAe.I MILER. P.E. » a m MN� N N � p� i �aa Hay u cZ z ,,141111 !I /t.. N Se ` lk Na.6ST05 Ak, A LYAe.I MILER. P.E. ° w D O 'J�wi . o N f0 om a r1 'ow A 0 o .0 yy} fA �p wq N y pp W M W apt pqp �9wgj pp �wg�T. figgc gg di i gill 'S if 1, W $$ S 1111ltw1 N 14- N W 4;4 N W 12 �� N w N W N w CC N q yQ� m N A N a N w N w N W N N D N N N j,N NNW 'g �11�:��A N V N V N V N V N V N w N W F1. 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FL 34274 CERT. OF AUTH. #29299 9 J ROSOWSKI 1 08/08/12 NCHOR TYPE AND QUANTITY m'^ �p O� rn o FIXED CASEMENT WINDOW DETAILS - LM I NTS 14 OF 11 a� �e O 'J�wi . o _ D :p ER �. 1070 TECHNOLOGY 34 DRNE N. VENICE. FL 273 P.O. BOX 1629 NOKOMIS.' FL 34274 CERT. OF AUTH. #29299 9 J ROSOWSKI 1 08/08/12 NCHOR TYPE AND QUANTITY m'^ �p O� rn o FIXED CASEMENT WINDOW DETAILS - LM I NTS 14 OF 11 a� �e 1 m T y ; T �1 N ° 3�sLm� al -� m m $, fN A ° ol 9 1 1 fl q R Datm ReNSWn: �{�g gg�gy ;vLJ�'i Date: J ROSOWSKI 08/08!12 �• ' z Gy' O ° ANCHOR TYPE AND QUANTITY L FFg—a _ v +070 'TECHNOLOGY ORNE Mw- - N. VENICE FL -14275 FIXED CASEMENT WINDOW DETAILS - LM Box 5, ...... �� NOKOMIS• FL 34274 Se odek saw*: Droning Ma• R CEW. OF AUTH. @29299 CA -740 NTS 5 OF 11 D- CA740F -LM oaoaoe00000eoo�e0000000000p000000ao o� oeoaosoeoeoeoeoao�00000000000000eoo os000c0000eooe000000000000000000�00 00000eoeoo�ooeoomoc000e00000000000 0 os0000000�0000�00000�000a�oaoomo oaoeosoeososos�ee000000000eooa000 000e00000c0000�00000000000�000000 000000000c�ooe�c000e00000�o�00000 oseoc�e00000eooe00000eoee000�00000 osoeosoaosasaeos000000000e0000000 0 0000�00000coo�0000000000000000mo 0000000c000000�oeo�000000�a0000a o oe000000000000000000000000�0000o v oe00000�oaoaoeoaoa00000coo�e0000 o ooe00000000000000e00000000a000000 v oe�000000eoeoeom0000�0000000000o e os00000000000000000�g00000c000000 v oecsosoaoeoeosesesa oecoee000000 0 00000000000000000000000000e000000�o ° . oe00000000eeoeoee00000000000�0000�0 0000000000c000�oe000eooe0000000�o esoaosoeoaoeoeosoc�oeo�oeoeoe0000 00000000000e0000�000�000�000000ao 000000eoeoe0000000c00000e00000e� eoee0000coeoc�oom�0000000a000mo oeoeosoaoeoeosoeo 000a000000000 �0000eooa0000000m�e00000000000 ecooe000e000eoa000e00000000000e o e000000000000e0000e0000000a�o oaoaosoaossocoeoc000000000��o oomoe0000000000e00000e0000� oo�moc0000eooaoe000000000000 ., o�00000eooaooee000eoeeo 9BB�9CB0BG6C900000GOG�- c00000000000c000e0000 oor�ooeo�eooe�0000000 m� m 1 � a C 100 lill `X Q I all 11 lid B 15-4 Jim an o '0 t ``�11111111!//j' Rewsed By: Ovtx RmH�on: M �•'�$ov Dow , °2� : J ROSOWSKI 08/Q8/12 $, a -Z .0 4—F � y DESIGN PRESSURES PER GLAZING TYPE 1070 TECNNOLM ORIVE Me: � N. VENICE. FL. 3a27s FDCED CASEMENT WINDOW DETAILS - LM $ G' �FER ••,..• �. P.O. 80X 129 , NOKOMIS• F.L. 34274 Series odeg Soeirk Orovtng Ro. R ' //unntl` CERr. OF AUT #29298 CA -740 NTS 6OF 11 D-CA740F -LM ow g ^� A yy y V �• m � b a H VV VV �p �y � m � v A O m� m 1 � a C 100 lill `X Q I all 11 lid B 15-4 Jim an o '0 t ``�11111111!//j' Rewsed By: Ovtx RmH�on: M �•'�$ov Dow , °2� : J ROSOWSKI 08/Q8/12 $, a -Z .0 4—F � y DESIGN PRESSURES PER GLAZING TYPE 1070 TECNNOLM ORIVE Me: � N. VENICE. FL. 3a27s FDCED CASEMENT WINDOW DETAILS - LM $ G' �FER ••,..• �. P.O. 80X 129 , NOKOMIS• F.L. 34274 Series odeg Soeirk Orovtng Ro. R ' //unntl` CERr. OF AUT #29298 CA -740 NTS 6OF 11 D-CA740F -LM g m� m 1 � a C 100 lill `X Q I all 11 lid B 15-4 Jim an o '0 t ``�11111111!//j' Rewsed By: Ovtx RmH�on: M �•'�$ov Dow , °2� : J ROSOWSKI 08/Q8/12 $, a -Z .0 4—F � y DESIGN PRESSURES PER GLAZING TYPE 1070 TECNNOLM ORIVE Me: � N. VENICE. FL. 3a27s FDCED CASEMENT WINDOW DETAILS - LM $ G' �FER ••,..• �. P.O. 80X 129 , NOKOMIS• F.L. 34274 Series odeg Soeirk Orovtng Ro. R ' //unntl` CERr. OF AUT #29298 CA -740 NTS 6OF 11 D-CA740F -LM a 44 El ilim tit I lil ili iJ i go IJI � v Jili { O 11 tic Hl 1 A D� Z C � O� a v ``\ \111111! / / /''' Ravt000 BY• Dote RpviaWa SO °r+• C+,�A .� - - -•. by , �,; J ROSOWSKI 08/08/12 m Jq DESIGN PRESSURES PER GLAZING TYPE '9 '-� `• 1070 TECHNOLOGY ORNE ADO: M ,R`,y •. :. N. VENICE FL 34275 FIXED CASEMENT WINDOW DETAILS - LM rr rr P.O. BOX 1528 i� /V •••••••• •-!f �, NOKOWS. FL 34274 Smias�mo Seele: D /oorNg Na R f 111:```` CMT. OF AUTH. 029296 CA-740 NTS 7 OF 11 D- CA74OF -LM ♦ ... . ♦ +.fig ♦ gg m 0 ppp ♦gyyg 'y Z �m b �Q1 7y�t O g � l��Im �� ` 7YSi O 0 iiihhh a 44 El ilim tit I lil ili iJ i go IJI � v Jili { O 11 tic Hl 1 A D� Z C � O� a v ``\ \111111! / / /''' Ravt000 BY• Dote RpviaWa SO °r+• C+,�A .� - - -•. by , �,; J ROSOWSKI 08/08/12 m Jq DESIGN PRESSURES PER GLAZING TYPE '9 '-� `• 1070 TECHNOLOGY ORNE ADO: M ,R`,y •. :. N. VENICE FL 34275 FIXED CASEMENT WINDOW DETAILS - LM rr rr P.O. BOX 1528 i� /V •••••••• •-!f �, NOKOWS. FL 34274 Smias�mo Seele: D /oorNg Na R f 111:```` CMT. OF AUTH. 029296 CA-740 NTS 7 OF 11 D- CA74OF -LM m a 44 El ilim tit I lil ili iJ i go IJI � v Jili { O 11 tic Hl 1 A D� Z C � O� a v ``\ \111111! / / /''' Ravt000 BY• Dote RpviaWa SO °r+• C+,�A .� - - -•. by , �,; J ROSOWSKI 08/08/12 m Jq DESIGN PRESSURES PER GLAZING TYPE '9 '-� `• 1070 TECHNOLOGY ORNE ADO: M ,R`,y •. :. N. VENICE FL 34275 FIXED CASEMENT WINDOW DETAILS - LM rr rr P.O. BOX 1528 i� /V •••••••• •-!f �, NOKOWS. FL 34274 Smias�mo Seele: D /oorNg Na R f 111:```` CMT. OF AUTH. 029296 CA-740 NTS 7 OF 11 D- CA74OF -LM Lov awe m T RL a O m � -i ° fti v v v n� r� •t tit �,. �. o 10,11111 In n ca o CA Ig Re~ By. Doter R stork v �'p� a GJ , Date: ROSOWSKI 08/08/12 e` ® DESIGN PRESSURES PER GLAZING TYPE a ; ` 1Dr7i °vQUicN°� DRIVE 7108: '�,G'i,`'•••........••• ��`�. P.O. BOX tats FIXED CASEMENT WINDOW DETAILS - LM NOKOMIS,' FL 34274 Saole: '80F DroWrg No. J' " CERT. of AM. #"2ee CA -740 NTS 11 D- CA740F -LM i O. W Or. W W V s + f p f �zyzzB�S�� ia��f3t3 maax Q¢q ° >b V y ie m a o m N m f.. Lov awe m T RL a O m � -i ° fti v v v n� r� •t tit �,. �. o 10,11111 In n ca o CA Ig Re~ By. Doter R stork v �'p� a GJ , Date: ROSOWSKI 08/08/12 e` ® DESIGN PRESSURES PER GLAZING TYPE a ; ` 1Dr7i °vQUicN°� DRIVE 7108: '�,G'i,`'•••........••• ��`�. P.O. BOX tats FIXED CASEMENT WINDOW DETAILS - LM NOKOMIS,' FL 34274 Saole: '80F DroWrg No. J' " CERT. of AM. #"2ee CA -740 NTS 11 D- CA740F -LM i O. W Or. W W V s �zyzzB�S�� ia��f3t3 Lov awe m T RL a O m � -i ° fti v v v n� r� •t tit �,. �. o 10,11111 In n ca o CA Ig Re~ By. Doter R stork v �'p� a GJ , Date: ROSOWSKI 08/08/12 e` ® DESIGN PRESSURES PER GLAZING TYPE a ; ` 1Dr7i °vQUicN°� DRIVE 7108: '�,G'i,`'•••........••• ��`�. P.O. BOX tats FIXED CASEMENT WINDOW DETAILS - LM NOKOMIS,' FL 34274 Saole: '80F DroWrg No. J' " CERT. of AM. #"2ee CA -740 NTS 11 D- CA740F -LM �swe a p Sk is All I III -lilt 11grafafals fasts �o M 1 21 :l* �poa T a aD }T a tn• ,nom pz G { ci W CA 0 ON Y v (n RCdeaE � Date: Revisten: J ROSOWSKI 08/08/12 a DESIGN PRESSURES PER GLAZING TYPE � 7070 TECHNOLOGY ORNE 7wa: y6 N. VENICE. F� 3a27s FIXED CASEMENT WINDOW DETAILS LM P.O. BOX 1528 _ n� �'�,y �R...... a'�. NOKOws. FL 34274 sores CA-740 NTS 'P 'OF 11 D D- CA740F -LM �rrrrr 1\ \\ CERT. OF AUTH. #28285 ♦ t 88�8�8��g� +♦ t f i f t t �yyy J�ggJ�t;.II.ip/�i 8d88��88 � !•gyJ i / #� }.� !S 0 �� yit a(KHit ipt��D y �8888° b i ^♦ + +p y �swe a p Sk is All I III -lilt 11grafafals fasts �o M 1 21 :l* �poa T a aD }T a tn• ,nom pz G { ci W CA 0 ON Y v (n RCdeaE � Date: Revisten: J ROSOWSKI 08/08/12 a DESIGN PRESSURES PER GLAZING TYPE � 7070 TECHNOLOGY ORNE 7wa: y6 N. VENICE. F� 3a27s FIXED CASEMENT WINDOW DETAILS LM P.O. BOX 1528 _ n� �'�,y �R...... a'�. NOKOws. FL 34274 sores CA-740 NTS 'P 'OF 11 D D- CA740F -LM �rrrrr 1\ \\ CERT. OF AUTH. #28285 a p Sk is All I III -lilt 11grafafals fasts �o M 1 21 :l* �poa T a aD }T a tn• ,nom pz G { ci W CA 0 ON Y v (n RCdeaE � Date: Revisten: J ROSOWSKI 08/08/12 a DESIGN PRESSURES PER GLAZING TYPE � 7070 TECHNOLOGY ORNE 7wa: y6 N. VENICE. F� 3a27s FIXED CASEMENT WINDOW DETAILS LM P.O. BOX 1528 _ n� �'�,y �R...... a'�. NOKOws. FL 34274 sores CA-740 NTS 'P 'OF 11 D D- CA740F -LM �rrrrr 1\ \\ CERT. OF AUTH. #28285 s iAP � ��d� X11 q P $$rO 6 t7 d 6 b ♦ b P m m a � M A .01.1011p.10i'lip. all pj III I I I at vi I I I a W if It vilil Q K 'R W r N '15 11 ys �n m K I�t jig 0011 *all 'i 4� O me a X K D �D t � �CA s t n ``lllll411 flt��' Rerraed By: Doti RavisFOn! C fir ...... , Drown Date: y J ROSOWSKI 08/08112 a�> 9 � * o y = DESIGN PRESSURES PER GLAZING TYPE ,e +0 ••. t" R•' 1070 TECHNOLOGY DRNE Titfe: !" %?�, •, : c N. VENICE. FL 34275 FIXED CASEMENT WINDOW DETAILS - LM P.O. eox 1529 i��tC�R • At `�� NOKOMIS, FL 34274 Saley/Maderl• Sella a+tr OroMing No. �''rrrrnnll'`� CERT. OF Al1TFl. �2929s CA-740 NTS 10 OF 11 D- CA740F -LM iAP � ��d� X11 q $$rO 6 m a � M A .01.1011p.10i'lip. all pj III I I I at vi I I I a W if It vilil Q K 'R W r N '15 11 ys �n m K I�t jig 0011 *all 'i 4� O me a X K D �D t � �CA s t n ``lllll411 flt��' Rerraed By: Doti RavisFOn! C fir ...... , Drown Date: y J ROSOWSKI 08/08112 a�> 9 � * o y = DESIGN PRESSURES PER GLAZING TYPE ,e +0 ••. t" R•' 1070 TECHNOLOGY DRNE Titfe: !" %?�, •, : c N. VENICE. FL 34275 FIXED CASEMENT WINDOW DETAILS - LM P.O. eox 1529 i��tC�R • At `�� NOKOMIS, FL 34274 Saley/Maderl• Sella a+tr OroMing No. �''rrrrnnll'`� CERT. OF Al1TFl. �2929s CA-740 NTS 10 OF 11 D- CA740F -LM 31046" .osz" NOK .439' 2764" 1 FRAME HEAD. SILL & JAMB #7006, 6063.78 1.368' VMw AS REQUIRED SHEET4�� 2w .096" .09r INST. HOLE COYER ANCHOR PLATE ADDON FLANGE #7007, 8083 -T6 O #7071,6063-TO 70 #134,6063-T6 Item DWO.O .128" Met 1 7005 Main Frame Head SIII &Jambs 808FT6 Alum. 2 2.701" .062" W83.76 Alum. 3 7007 Installation Hole Corer 0 71 .09T FRAME 7010 ASSEMBLY TUBE stew #7004,6063-TO 1.368' VMw AS REQUIRED SHEET4�� 2w .096" .09r INST. HOLE COYER ANCHOR PLATE ADDON FLANGE #7007, 8083 -T6 O #7071,6063-TO 70 #134,6063-T6 Item DWO.O 1 Desadption Met 1 7005 Main Frame Head SIII &Jambs 808FT6 Alum. 2 7071 Anchor Plate W83.76 Alum. 3 7007 Installation Hole Corer 6603•76 Alum. 4 7010 FrameComerKey stew 6 707a Frame Gasket VW Foem 10 7055 Fixed Frame We Plug PVC 31 1 IDuraSealSpaper 32 1 1713 ISetdng Block SM x 31W x 1-1/4" EPDM 33 1714 Setdng Block 2"X1716"x1- ,r EPDM 35 7036 Bead B 6063.76 Akan. 36 7042 Bead C 6063.76 Alum. 37 7059 Bead GMTO Akan. 38 1224 Vinyl Bulb Ws (Thick) Flax PVC 70 39 1275 VIMJ Bulb W Thin Flex PVC 70 50 1 Dow 899 SIIIoun Backbeddln Add -on Fl 6083•T6Akan. 7004 Casement Frame As Tube 8083.76 Akan. d134 NBX 1 -IM Quad Pn SW Stainless Steel Sww"s Steel 1#12x 1" Ph. Pn. TEK stabdeas steel 080".708" Ofifl` � ( I ,72 —L .865' p tl •886" �II BEAD B 35 BEAD C 36 BEAD D 37 #7038, 8063 -T8 #7042, 6003 -T6 #7059,6063-T6 N.l LYNN � /��i i ' No.68705 ' 110 • STA aog 113• •<(/�� Mal AND EXTRUSIONS �ar�PC&h rd14tkc Date aXOnr J ROSOWSKI 1070 TECHNOLOGY DRIVE late. N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 P•0. BOX 1529 NbjOldiS. FL 34274 Series /fdodeh Sco(g Sheah DmMte9 No. Rer. CERT. OF AM. #29296 CA -740 NTS 11 OF 11 MD- CA740F -LM MIAMFQAD MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINIS'T'RATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA} wwwm— lamldadeawberal Labrador ,& Fuad07Ca'Corp dba V & V windows 2355 W 4" Avenue ]t Aleah,yL 33010 -1454 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 the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "300" Outswing 8'0" Glazed Aluminum Entrance Door - L.M. I. APPROVAL DOCUMENT: Drawing No. W1048, titled "Series Aluminum Out -Swing Entrance Door sheets 1 through 12 of 12, dated 02/24 /10 with revision "C" dated 11/22/11, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. M.jSSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: 1. The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement is needed. .2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. 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 boon a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0406.04 and consists of this page 1, 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. NOAH No. 12-0113.02 Expiration Date: September 01, 2015 `� ,tiv Approval Date: April 19, 2012 Page 1 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1: Manufacturer's.die drawings and sections. (S'u'bmitted under previous NOA No. 10- 0406.04) 2. Drawing No. W1048, titled "Series Aluminum Out -Swing Entrance Door (L.M.L) ", sheets 1 through 12 of 12, dated 02/24 /10 with revision "C" dated 11 /22/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 --94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94, 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind*Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF -0403.02-08, dated 01/18/10, signed and sealed by William R Mehner, P. E., Henry Hattem, P. R. and"Edmundd J.-Largaespada; P. E. (Submitted under previous NOA No. 10--0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC -2007, dated March 18, 2010, prepared by Al Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 2. Statement letter of conformance and compliance with the FBC 2010, prepared by Al Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM E1300 -04 ►, D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 4624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. q�c�� 1 Jaime D. Gascon, P. L. Product Control section Supervisor NOA No. 12-0f13.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E -1 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010, prepared by Al- Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007, prepared by AI- Farooq Corporation, dated 04 /30/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega (Submitted under previous NOA No. 10-0406.04) 4. Laboratory compliance letter for Test Report No. ATLSF4403.02 -08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10- 0406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door - L.M.I.", approved on 09/01/10 and expiring on 09/01/15. Jaim s?hp, P. L Product Control Section Supervisor NOA No. 12 -0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E -2 m W a THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR c� e SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. SINGLE (0/)) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. 1 712 SINGLE AND DOUBLE LEAF DOORS WITH SIDELRES SEE SHEET 4. QI> SINGLE AND DOUBLE LEAF DOORS WITH SIDELTTES AND TRANSOMS SEE SHEET 5. it 4` LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL $ >3 APPLY TO ENTIRE SYSTEM. S $ t /e" HEAT STREN'D GLASS 3 /1e° HEAT STRENb CLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION c .o90' INTERLAYER .080° INTtRIAYER RESISTANCE IS REQUIRED. BUTACITE PVB BY bUPONT' BUDICITE PVB BY 'DUPONV . THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8' H[AT STREN'D GLASS 3/78' HEAT STREMD GLASS REQU�� F THE Z� BUILDING CODE 2010 EDITION INCLUDING g HIGH DON M DOW � WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER G "lip PECORA 888 PECORA 888 LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS C \ \ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SRUOOO. - -gill 20 \ \ a 20 \ / ' \ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL o 25 i 25 i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ° & MATENS INCLUDING BUT NOT LASTED TO S�E�/�ETAL SCRM THAT COME 8170 < m v CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS 2t OF 2010 FLORIDA BLDG. CODE SECT40N 2003.8.4. ° JAM WAD a CPL Q192 complIft WWI ft GLASS TYPE 'A' GLASS TYPRS 'B' GLAZING DR3TAIL CAN.• 1 I cb& M016 5 /Ir OVERALL LAIL GLASS 7118' OVERALL LAM. GLASS AT sIDET.ITF,/T13AN30M Acwptmtca Not • tt3.�i 4i I ' 2441 r rowll,9 n °. GLAZING OPTIONS v" CO°uQt Wj O —O8 39 51(' IAA)L 78° MAX. 1011 FRAME WIDTH FRAME WMH 12° 12' d 5- MAX 5• MAX ` MX. CN RS NRS A CORNERS CORNERS LL �', i3a• 1 0. i HEAD ANCHORS (4)ASTrOO.0 Q a (� u 1 J j n \ I 1 ACTIVE I IL A ' MMf SURFACE APPLIED B SURFACE APPLIED B 41,y S FALSE MUNTINS OR 'g .5 DECORATVE Gm 28 3/4° MA). fO $ DECORA LL 28 3/4° MAx. 28 3/4' MAX D. OPO. MAY BE USED D.L OPG. D.L OPG. .9 , 38 3/4° MAX• 38 3/4- MAX C� LFAFj; LEAF WWH {X }_ CXX} DOORS LOAD CAPACrrT - PRY ; $ DOUBLE DOORS WITHOUT TBAHSOM ($In DOOR DID' GLASS TYPB GLASS TYPE GLASS CAPACITIES ON THIS SHEET ARE $ 4 FRAME FRAME EXL.( +) WT.( —) EKT.( +) W-( —) BASED ON ASTM E1300 -04 (3 SEC. GUSTS) ' tmoHF - -- AND FLORIDA BUILDING COMMISSION ae 70o- 7oA �.o DECLARATORY STATEMENT DCA05— DEC -219 m 78° 7&8 88.3 78.8 , o � Ertpr:8 0 F PE I�_ 007® 2 D110TUBVIS10 ��u�� 20 S drawing no. Mii= rrfirl Caarol Wl0 -08 ' ` sneer 2 ar 12 DOORS WAD cAPacL1Y - PSF BnvcaLa DaoBB TLLTaomr TRANSOM (� 61488 TYPE OL186 TYPE 000R DIMS. A• ,g §30-51tr FRAME HEIGHT' EM.( +) MR.( -) Exi.( +) 70.0 - 80.0- , 70A B0.0 88.3 7SA 88.3 75.8 11 II 1 7 ' I \ n / a / I ACTVE 0JACINE 38 s /B° MAX. 78• MAIL FRAME WIDTH FRAME WIDTH Z 35° 71 5118• Q D.L. OPG. 1Y D.L. OPO. 12° �. 5* MAX � ALUM ROW. HEAD /SILL SILL, HAD/SL SILL, CORNERS a CORNERS ao It ANWORS m AT TRANSOM ENDS /// ---AT TRANSOM ENDS a H • %%� j G SINGLE DOORS DOUBLE DOORS Q Q o / vQ I' f f II � 1 Md �Xry�� i N z e$ jf qr� \ I I I � Ai � •1"• if ..yid— CTIVE � 1 SURFACE APPLIED B SURFACE APIi.IED B loop FALSE MUNTINS OR FALSE MUNTINS OR m DECORATIVE GRILL MAY BE USED 3/4• $ D<• USED 28 3/4• MAX. 28 3/4° Da- �• D.L. OFO. D.L OPG. 38 3/4' MAX. 38 3/4° MAX. $ LEAF , ,� WSTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE (O/X) (O/XX) BASED ON ASTM E13OO -04 (3 SEC. GUSTS) ° AND FLORIDA BUILDING COMMISSION B 9 DECLARATORY STATEMENT DOAO5— DEC -219 2 4 m O DOORS LOAD CAPACITY — PSF DOUDLS DOORS W= TRANSOM (0/$%) e GLASS TYPE GLASS TYPE Emir: AO AHMAO N DOOR DIMS. A' H' . FIX FRAME FRAME WIDTH HEN#ii l7UT. { +) D7T.( —) EXL( +) IM'.( —> cA.w'S$38. o �Flotlde yy� �' h 72° 120• 70.0 60.0 70.0 �.0 > Oi l$�CJZ i T� 78' 88.3 75.8 68.3 75.8 Amp INO Q�`1 drawing no. M1amiD dafln uctCcl, t W10 -OS • sheet 3 of 12 DOORS LOAD CAPACITY — PSF SINGLE DOORS BITH TRANSOM (0/%) GLASS TYPE GLASS DOOR DD9S. 'A' TYPE D FRAME WIDTH FRAME Ht]GFIf ExI:( +) WT.( —) pR,( +) WT•{—) 37 -s /a• 120' 70.0 60.0 70.o eo.o 88.3 75.6 88.3 75.8 59 -5 /8• c L1. � 1 I I, , 0 I ACRVE DINNCTNE ��+$l6t36d p 1 li ii ii it �i613�.Na$YKi�li ii ii Z t I t a 8 0 a bbbbbbbv 0O� o � \ +ioioob bob bbb bbbbvp o � b � � � � o �o � � o ��aaasaaaa�aaaaaaa�� o o b b b o b b bI b o b b b cb� ... +bbbbego��bbbggbgbgbbbbbbvo� . a8 �o��p�o�3��o��ti��o�eiat6 b b b gig o b gig gig b - Bc � � b gg ��++ b b b o �o b b b 11111's ggqq QQ b b b 0020 C V�l OtA�� OHO 3 E03 Marlin 8 cn 0 m o N fA ti v -1 O Se MAX ii FRAME HEIGHT . 3/8' D.L. OPG. 2 v vz c1 v p�z �39 v�p�p 3mZZ�Z f I io 9 0 0 l 1 QQ8� w w ppmm o �� w X O z gig °w o o� T' r MAX 12' MAX JAMB JAMBS m0 `O'er o dots o2-za ,u sicrizr. ALUMINUM Dili -SSMG FMRANM DOOR (L MJ.) AL- FAROOQ CORPORATIOfV a a no on EMNEEM & PRODUOT DEVELOPMEf ff r smis 1/Ya1• -D' arlato Iwv. PFA e000 COMMDUS Labrador & Ftmdoro Corp. '- O m e 0ELDLI IEv. PER ea o caoRnls dbo -V & V Windows m1Ant1. FLORmn asi7a °. dr. br IU1Nm c ttrstt !ro GaA0611� S11EO 2355 west 4th lore C O 7 Hialeah. FL 33010 Tsl t >aeaetm FAx taos)as2es7s N COP aw er TO- ( sob) 888 -4161 FAX (WS) M --1042 coMP -ANI wto -oaw ii ii p 1 li ii ii it I� I ii ii Z t I t \ W N 0 A W N al A 0 P� W A g CO N OC A O� ti � P / II II II II \\ m {§IIIg1NNjAAAdI tl N b b b o b b b b o b o b o b b o b b o b v inhoobb b b obbbbbbbbvp �; p, fo � � � � o ,$°�� 000z ��4Q4Q�QQ44� C NANA 1/� O N 55 it: r mop ;o Of'y rn 13 ra 0 CA A- 120' MAX- �+oi All FRAME HOt&IT 91 3/8' 20 7/8' �a D.L. OPG. OL DPG. Fo z = to ao� Tarn ff �0�0 I o 1 i u u i u 0 o z r ------ rh - - - -- ?mss= �t------ =r - - - -- � o a 3 1 u u i c m N i ii ii Z 3 i I iczOa I 1 I ro ag c) O�-°1y 3 ^w�W o ocm r IL �zA� I c1 m fn C \' r \ / / 1 ! 1 � i o PINm 9,-mw go OORNERS 8' MAX. J Me �IMas 02 -24-10 rev oils -- — ALUAMNUM Oa -SWING ENTRANCE DOOR (LM.L) AL- FAROOQ CORPORATION a am. mmc 1{Y =1'-o' Labrador Flmdora Corp. ENGINEERS W. 87 PRODUCT DEVEI.OPmFxr m dbo —V 8c V wirldolre O dr- by: HAND ?.388 weA 4th Ave. N8ANF1, FLORIDA 33172 c Hiotech, Ft. 33010 TEL (3a8) 2644MM FAX (3a8)2B24MM �ie N co ate. bYC TEL (3S) 888 -4181 FAX- (303) 8BB -1042 COMP -ANL W10 -0804 n OC�� / II II II II \\ OC�� PF ,BY . ..� � BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACDK, WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sm ELEv. FOR sPA=c 144' DI& TAPCON NY `Trw OR (Fu=,20 KSI, "2 KSI) 1/4" DIA LnTRgCON BY ,ELCO, (Fu.in K% FY=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (OWE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090-) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pe - 3000 PSI MIN. C -90 HOLLOW/ TILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. SI' ALANTS: Nr. ,vft •. FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL i 7sa METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. 3 WEEPS: 3/16" X 3/4" WEEP SLATS AT 3" FROM EACH END V a 9 al S i M� 0 41 DOOR DETAILS u1�u, ka} wi0 -081 �2 NO DOOR DETAMS z O h gds HIN �it1!0 0 d "d ik- !b it drawing no. W10 -08 T((�pp�� 10 m Z �o r I I gt >Y N i rR✓N74x1 mwm) g 2011 mousmawa aartoam k mwftcb -011&02 OI S drawing no. �lDawb at nrsoM DE w1a —as sheet 8 of 12 #10 X 314' FN TEKS /, �y� �e4 TYPICAL ONCHOI�� SEE ELLV. FOR SPACING d• SIDELITE DETAILS �v 0 i C� $� n yayaU 0 g armng no. W10 -08 DOORS W/O TRANSOM CAN BE MAX, ` ' TEICS O B 10 X 3 4 FH / OM +• H AT 10 FROM ENDS O WITH OR W17NOUT AURA REINFORCING DOORS W/ TRANSOM ARE WITH STEEL REMF. ONLY SEE MEETS 4 AND S FOR CAPACITY _ AND 24' O.C. MAX. n �y� �e4 TYPICAL ONCHOI�� SEE ELLV. FOR SPACING d• SIDELITE DETAILS �v 0 i C� $� n yayaU 0 g armng no. W10 -08 I ACTIVE LEAR oPnON 61• 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASS=' 7/16" X 3' THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO I= BY CONNEC 040 RODS LOCK LOCATED AT 52 -3/4" FROM BOTTOM LOCK HANDLE AT 49 -1/2' FROM BOTTOM OPTION Y2- CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 46' FROM BOTTOM INACTIVE LFec CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGD40 FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -3/4" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. BINM: OPTION At 4-3/4" BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8 -3/8' FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MTDWAN HINGES FASTENW WITH $12 -24 X 1/2' FH MS OPION_$2L 7- 13/18" THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAIL TOP HNOE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSFAN HINGES FASTENED WITH $10 -24 X 1/2" FH MS ITEM- $ PART / BLVD. I DSBCRIPTION MATEMAL NANF. /SUPPIJ&B /BElIARXB 1 V501 3/ DOOR FRAME HEAD /JAMB 6083 -TB - 2 V502 1 FRAME SLL 6063 -T6 3 V503 1 SILL COVER 6083 -T8 - 4 V504 AS IO:GD, SIDELTTE SIRE 8083 -T8 - 6 V505 2/ LEAF TOP AND BOTTOM RAIL 6083 -178 8 V508 1/ LEAF HINGE STILE 6083 -T6 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6083 -18 - 6 V513 AS REOD. INACTIVE ASTRAGAL STILE 6083 -78 - 9 V508 2/ LEAF SWEEP ADAPTER 6083 -1`8 10 V509 AS REDD. SIDELIIE ADAPTER 8083-76 - 11 V511 AS REOD. (RAZING BEAD - 5/16. MASS 8083 -T6 - 11A V817 AS REQD. GLAZING BEAD - 7/18" GLASS 6083-TS - 12 V512 AS REGO. REDWORCINO STIFFENER 8063 -TB - IZA - AS RECD. REINFORCING CHANNEL. STEEL 36 KSI 13 2/ LEAF 3/8' THREADED ROD STEEL 14 15 V514 FLUSH BOLT SUPPORT ANGLE 6083 -T5 1 -1/2° X 1 -1 /Y X 3/16• 18 - - 17 .BALL BEARING HINGE ASSEMBLY - 17A F 3 PIECE HUM ASSEMBLY - - 18 19 D. FIN SEAL PILE WEATHERSTRMPING 20 V516 D. EANGLE BULB WEATHERSTRIPPING SANTOPRENE DUROMETER SGt5 21 g8 X 1/2' D. GLAZING ADAPTER SCREWS ST. STEEL. PH TEKS AT 2" FROM ENDS & W O.C. MAX. 22 #10 X 2' . FRAME ASSEMBLY SCREWS ST. SRIL PH SMS 23 . SIDE LTTE ADAPTER MEWS ST. STEEL - 24 �f8-32 X 1/2" LE S16+PDRT ANGLE SCREWS 5T. STEEL FH MS 25 - D. SPACER SMICONE 26 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTT SILICONE. U Z }99 d � LL n Q� aD 3 g Ig��L U v- o�gs �> HEN 0 drawing no. W10 -08 a.000 078 u 7YP. 1 2.129 .094 o 2° o° o o 3 F 828 1.790 L= Ll .078 O O 2A18 � 4.000 3-1/2° 4-3/4° O O � III ° ° � 4� o t FRAME HEAD /JAMB a HINGE STILE 12 -24 X 1/2° FH MS CRS TYPE 23 17'Y'IE' 1.790 9.3 13 078 TYP FH Ms � 3 23 t7 t7 pj s 628 4.000 1.7so 3 PIECE HINGE BALL BEARING HINGE 078 3.800 4'� �' 1.210 l6 6 INACTIVE ASTRAGAL STILE 128 7YP. 3.832 5.782 g a000 tkT s TOP & BOTTOM RAIL t2 ti 'g¢j .626 1.790 1.984 080 .388 .078 TYR 00 1.0 "pt y > ?t = .094 9.313 la's 1 am 7 LOCK/ASTRAGAL STILE 2.200 a SWEEP ADAPTER 3.720 1.134 092 .489 TYP. 2.291 I. 9.010 .11_. 4.176 1 STIFFENERS $ $ 1.164 ,078 7W. .980 ° - 3 SILL COVER 1.878 .719 043 it .640 S 3 sot Lk2*1 1.8 � a SIDELITE STILE GLAZING BEAD - 7/16° GLASS f+ utvP. nH ava FLA. S u n 1.133 076 TYP. .062 .814 498 �67�982 PRMWIARVEM 8u mpb m$ dwFlIor* .709 .am .' �. -0 lT a .0, 9 no. W10 -08 4.000 II� 1.313 Fes- �6 tt •eo9 IL, z FRAME SILL t0 SIDELITE ADAPTER GLAZING BEAD - 5/16° GLASS Daub sheet 11 of 12 G 1 i N . o 02 2- 10 3 ' '. d. f• WM D o � 00 er I 7CL"ydS1L ' I3 =M ., 93 == 0�= Mom Mom ALUMNW OUT —SMG ENfftIWCE DOOR Labrador & Fundom Corp. dba —V & V Windows 2WS West am Ave. HkleO4 FL 33010 TEL (305) BBS -4181 FA). (306) BBB -1042 AIrFAROOQ CORPORATION I�a EKG94EM & PRODUCT DEYELOf%UW 1236 S.W. ST AWE MIAMI, FLORIDA MM74 10 MIAMI•DADE MIAMI -DADE COUNTY • PRODUCT CONTROL SECTION DEPARTWMNT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 2$ Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (7" 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mismi¢ade,eov/eeonomv �PGT Industries 1070 Technology Drive North Venice, FL 34275 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 ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ~DESCRIPTION: Series "CA-74(P' Outswing Aluminum Casement Window L.M.I. APPROVAL DOCUMENT: Drawing No. MD -CA744 LM, titled "Casement Window Details — LM & SM', sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. EABELING: 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 ofthe Building. Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. L- APPROVED _> J NOA No. 12-1218.09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- CA740 -LM, titled "Casement Window Details -- LM & SM ", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dads Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB InterlayW' dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12 -1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuel Pere3er.4. Product Control Ex m r NOA No. 12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E -1 GENERAL NOTES: SERIES 740 IMPACT-RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HV q 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DOM REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE SLY IN THE HVHQ THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DARE COUNTY. USE ONLY MLAM14A DE COUNTY APPROVED MASONRY ANCHOR. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM CSD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KS! PER ANCHOR TYPE. SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1 -112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL P LOU B INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1- ur'THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) $HALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHOR OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3. SHEET 4. NARROW JOINT SEALANT B USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED OVERALL SEALLNGIFLASHINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHER AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. B) SHIMS ARE REQUIRED AT FACT ANCHOR LOCATION WHERE THE PRAT B NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHER, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYC.E TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL! CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E13M 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQURED DESIGN PRESSURE THE 33.1131b STRESS INCREASE HAS NOT BEEN USED IN THE DEMON OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHOR INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENT$ OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FR -7085, 3579. 3580, 3724: ELCO ULTRACON NOA: ELCO CRETEFLEC NOA; ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL TABLE 1: Glass Types Sleet 8 1 6118' Lams 118 An -.OW PVB -118 An 6 2 7118' Lams (W18 An -.OW SOP - 3116 An) 8 3 7/18' Lama 18 HS -.09V SGP - 3116 HS) 7 4 718'L0M.L3 1/ rAn- 7 /18'Air- 1/8'An- .CWPVB- 118'An 6 6 718°LentIG 1A)' T- 7 /16• Air- 1/8'An- .080'PVB- 118' An) 8 6 71W Lend, 10(3/1 An- Ile AIr- 3116'An- .09W SOP - 3118'An 9 7 718' Laid. IO (3/18' An -1/4' AIr - 3/18' HS -.090' SW - 3116' HS ) 7 8 718" Lams. IG 18" T - 1/4' - 3/18" An -.090' SOP - 3118" An 9 9 7/8' Lams. IG 8' T -114' Ak -3/16° HS -.090' SOP -3/18' HS 7 Wr LAMINATED 81ASSSTACK DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS li9 RATED FOR LARGE &SMALL MISSILE IMPACT RESISTANCE 3r WIDTH 25.478' MAX.O.C. IF WIDTH B UNDER 33.478' (HEAD & SILL 0-/ 41 MAX �•• B, SEE SHEET 2 A 89' VISIBLE LIGHT HEIGHT (DLO) 1 fliB'LANNATED 1� GLASS STACK PV8 EI�] 3nS'AMNMMOR 38 1 8111 GLASS BITE n n 111 81 GLASS BITE 17112, GLASS TYPE 1 GLASS TYPES 2 & 3 MAX 7W'NOM. 7AT1bLt A. SEE O.C. p1AgSSTACK GLASS STACK STACK GLASS STACK a GLASS STACK Ll OtASasTACx �.usartFJU.mmA88 �.,` wwmaeALE00 S' MAX 7n$*A= NI IWANNEALI t USEANCHOR PAIR AT FACT fliB'LANNATED 1� GLASS STACK PV8 EI�] 3nS'AMNMMOR 38 1 8111 GLASS BITE n n 111 81 GLASS BITE 17112, GLASS TYPE 1 GLASS TYPES 2 & 3 MAX 7W'NOM. 7AT1bLt A. SEE O.C. p1AgSSTACK GLASS STACK STACK GLASS STACK a GLASS STACK Ll OtASasTACx �.usartFJU.mmA88 �.,` wwmaeALE00 S' MAX 7n$*A= O.C. IWANNEALI t USEANCHOR PAIR AT FACT MMM JAMB IF ter' HEIGHT IS /1 28' OR OVER 9 78" HEIGHT B 14-lir MAX D.C. IF WIDTH IS 4' MAX 33.47V& OVER (HEAD SILL) 30' VISIBLE •— OPENING (OLD) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES ------ ._— _»_. -1 ELEVATION__.._..... »..... 1 GLAZING DETAILS -- 1 a�BrALLATHOH_._..__- ..�...� 2 ASSEMBLY TUBE DETAILS. - 3 ANCHOR SPECIFICATIONS..._._ 4 ANCHOR QUANTITIES___.__._... 4 DESIGN PRESSURES....».............. 8.9 ASSEMBLY DETAIL.SHBOM........ -. -10 Ll ' No. 58705 �Q S'3n13 : w� 117;/,10NAL V "" A. LYNN MUM ME .�-SUMME Pre 3na•A+ _11B'ANNEMED GLASS 111 8t GLASS BITE. 1 8111 GLASS BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 Tw Nam GLASS STACK I J 7118•UNONATEo 6LA888TAgC SN'AIRBPACE�;\P�J lrfl 1�.-- T.4TPEN(iTHEfl80 MASS "nmTausartm .OBCiXiPOM SQF 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS' FL 34274 CERL OF RUTH. /29298 11118' GLASS SITE GLASS TYPES 8 & 9 ey notx I ReHstmr 49prmwnwd as tomplAng Mth Ind FlwMo Daft MOAN df�B7 GLAZING DETAILS I J ROSOWSKI I >EMENT WINDOW DETAILS - LM & SM 08/08/12 /Afodel• OroHna No. Rer. CA -740 Scots Sheets NTS 1 OF 107 MD- CA740 -LM INSTALLATION OPTION 1 EDGE INSTALLATIONANCHORS DISTANCE UNTO 2X W000. AS REQUIRED PER C2 TABLE 3. SHEET 4 EXTERIOR a ATTACHED TO FRAME JAMB ATTACHED TO r VENT JAMB L WINDOW 81 HEIGHT VISIBLE VISIBLE C LIGHT HEIGHT (DLO) ATTACHED TO FRAMEJAMS ATTACHED TO VENT JAMB Q � 39 —001-- I�IE.i*11 EDGE DISTANCE EMBEDMENT TYP.ANCHOR TYPE. EMBEDMENT• AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3. / SHEET 4. JAMB HARD- WARE INSTALLATION IONAN H OPTION 3 VERTICAL SECTION B -B INSTALLATION ANCHORS THROUGH VERTICAL 1X SUCXSTRIP INTO MASONRY. CONCtETE(CMU PER ANCHOR REQUIREMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. U4• MAX SHIM ATTACHED TO EDGE `-1 DISTANCE - J— ' • • 82 82 ATTACHED TO VENT 381 EMBEDMENT 1 24 VISIBLE LIGHT WIDTH (DLO) 70 FOR SNUBBER REQUIREMENTS, ACC TAM F d. A496T & OPTIONAL ADDON FLANGE @HEAD. SILL &JAMBS SEE DETAIL •�_ I NOTES: Al. BELOW 1) USE ONLY SUBSTRATE,APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EbBEDMENTNO EDGE BUCK DISTANCE LIMITS. ANY INSTALLATION HEIGHT OPTION SHOWN MAY BE USED ON ANY HIDE OF THE WINDOW. H�� 2) ALL WOOD BUCKS LESS THAN 1 -12' IAAE THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE HORIZONTALWSECTION A A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. &12 STEEL SI3F ORRLM $MS. SEE TAME 3. SHEET 4. DADE APPROVED MULLION. ALUMINUM, STEEL FRAMING OR STEELSTUD. EGRESSFORMULAB: WIDTH, WASH HINGE: WINDOW WIDTH -13-12 OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —.•I 10' MAX DEPICTED AS 2( ARE 142' THICK OR SEE DETAIL A2. BELOW GREATER. IX AND 2X BUCKS CAI" USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. I WOW BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114'. 16 18 DETAIL Al LYNM •' �1cENSF ., F,p ~ * ' No. 58705 ;�O Gi SRI' %mss'• %�COPoDP,.•'G��` F� ZONAL 11010 �• A Lvw P.E. o CAanvna 1 a.1 1 � fn- or "Ictiffl, AddlWW Aochm Req*W "each wool" Freme AasmNty Tube tFXn LL vewmv Width NOTES: 1) WHEN INSTALLING ADDITIONAL INSTALLATION WIDTH. EGRESS HINGE. WINDOW WIDTH - 7 -12 HEIGHT: WINDOW HEIGHT -8 VISIBLE LIGHT F•ORMULAB: 10' MAX o o ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 0 1 2r+ FROM EACH 310E OF THE FRAME 1 a u. Wraow Height Anahw ASSEMBLY TUBE CENTERLINE. S, C & D tY•22.9• 0 0 SEE TABLE BELOW: 0 1 OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —.•I 10' MAX DEPICTED AS 2( ARE 142' THICK OR SEE DETAIL A2. BELOW GREATER. IX AND 2X BUCKS CAI" USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. I WOW BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114'. 16 18 DETAIL Al LYNM •' �1cENSF ., F,p ~ * ' No. 58705 ;�O Gi SRI' %mss'• %�COPoDP,.•'G��` F� ZONAL 11010 �• A Lvw P.E. o CAanvna 1 a.1 1 � fn- or "Ictiffl, AddlWW Aochm Req*W "each wool" Freme AasmNty Tube tFXn LL vewmv Width And'" A S, C & D 17• -gas o o 23• -28.8` 0 1 2r+ 1 1 a u. Wraow Height Anahw A S, C & D tY•22.9• 0 0 23'•28x8'• 0 1 2g'+ 1 1 WIh1Eo I CROSS SECTIONS & INSTALLATION I J ROSOWSKI 1070 TECHNOLOGY ORIVE Mw N. VENICE, FL 34275 CA, P.O. BOX 1529 NOKOMI3, FL 34274 g CERT. OF AUTH. #29295 WINDOW DETAILS - LM & SM CA -740 I NTS 12 OF 10 08/08/12 CASEMENT (X) FOR SINGLE UNITS: 1) DETERMINE YOUR WNDOW SIZE AND GLASS. 2) MOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 0-S, FIND THE SHEET FOR YOUR GLASS TYPE FIND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE LABELED VESIGN PRESSURE (PSI) FOR SINGLE WINDOW$ ALL ANCHOR OROUPS 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 0) USING THE TABLE LABELED MRNDOW ANCHORS REQUIRED• (TABLE 2. SHEET 4 DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, BILL AND JAMBS OF YOUR WINDOW. B) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT /CASEMENT(= 10", SEE NOTE 7, iHI3 SHEET FltRtJRE 1: 7 , 10', SEE NOTE 7, THIS SHEET MIN.012 X 1' SMS .THROUGH INSTALLATION HOLES AWNING / CASEMENT/ FIXED CASEMENT (XXO LL /C C \ pa B, C &D r sMs 1 - :;1 - 0 10', SEE NOTE 7, THIS SHEET MIN.012 X 1' SMS .THROUGH INSTALLATION HOLES AWNING / CASEMENT/ FIXED CASEMENT (XXO FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION DA 740 SERIES AWNING WINDOW FRAME — ASSEMBLY TUBE 740 BERES r CASEME3 f WINDOW EXTERIOR a 1) DIMENSIONS SHOWN ARE TIP- TO-TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR 82ES NOT SHOWN, ROUND 1E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2)ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLYTUBE FOR ALL WINDOWS. USE THE WINDOWS NCA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 740SERIES 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW. AS SHOW IN CASEMENT WINDOW DETAILS, WITH MIN. #12 X 1- SHEET METAL SCREWS. USE THE SAME SPACING AND OUANTITYAS THE FRAME OPPOSITE FRAME MEMBER. VERTICAL SECTION E -E TUBE MIN. #12X .1• SMS THROUGH INSTALLATION 740 BERMS FIXED CASEMENT WINDOW 1) DETERMINE EACH INDIVIDUAL WINDOW TYP„ SIZE AND GLASS MAKEUP, SEE FIGURES 1 & $ THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. 2) FROM SHEETS 5N3. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED TESIGNPRESSURE (PSI} FOR WENDOWSATfACiED I DAVERTICAL FRAMEAS3 A BLY TUBE' OR'DESMIN PRESSURE( PS9 FOR WINDOWSATTACHED TVA HORIZON TALFRNNEASSEMBLYT(ABE; DEPENDING OSN WHICH WAY THE FRAME ASSEMBLY TUBE 15 ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-TO-TIP- FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HMGHT OMMMON SHOWN ON THE TABLES. 4) USING THE TABLE LABELED •(WNDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAMBS OF YOUR WINDOW. S) INSTALL AS MR THE INSTRUCTIONS ON SHEETS 2 -3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2). AND THAT MIN. &12 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 0) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 02• IN LENGTH (AS USED IN A 03' FLANGED WINDOW) OR 13E USED IN TEE OR CROSS CONFIGURATIONS. 8) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMIESAT 10• MAX. FROM EACH SIDE OF THE FRAME ASSEMBLYTUSE CENTERLINE. SEE TABLE TOW ANMMW AnethM ReVol on each Sideolthe Frame Aft (FAT) LL MIN.012X I Ald'" A pa B, C &D r sMs 1 - :;1 - 0 THROUGH �� TSEfWS INSTALLATION 1 � HOLES 1 FRAME 740SERIES EXTERIOR ASSEMBLY CASEMENT WIDOW IG TUBE WINDOW 0 o XTE ERIOR HORIZONTAL. SECTION C•C a FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION DA 740 SERIES AWNING WINDOW FRAME — ASSEMBLY TUBE 740 BERES r CASEME3 f WINDOW EXTERIOR a 1) DIMENSIONS SHOWN ARE TIP- TO-TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR 82ES NOT SHOWN, ROUND 1E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2)ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLYTUBE FOR ALL WINDOWS. USE THE WINDOWS NCA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 740SERIES 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW. AS SHOW IN CASEMENT WINDOW DETAILS, WITH MIN. #12 X 1- SHEET METAL SCREWS. USE THE SAME SPACING AND OUANTITYAS THE FRAME OPPOSITE FRAME MEMBER. VERTICAL SECTION E -E TUBE MIN. #12X .1• SMS THROUGH INSTALLATION 740 BERMS FIXED CASEMENT WINDOW 1) DETERMINE EACH INDIVIDUAL WINDOW TYP„ SIZE AND GLASS MAKEUP, SEE FIGURES 1 & $ THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. 2) FROM SHEETS 5N3. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED TESIGNPRESSURE (PSI} FOR WENDOWSATfACiED I DAVERTICAL FRAMEAS3 A BLY TUBE' OR'DESMIN PRESSURE( PS9 FOR WINDOWSATTACHED TVA HORIZON TALFRNNEASSEMBLYT(ABE; DEPENDING OSN WHICH WAY THE FRAME ASSEMBLY TUBE 15 ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-TO-TIP- FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HMGHT OMMMON SHOWN ON THE TABLES. 4) USING THE TABLE LABELED •(WNDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAMBS OF YOUR WINDOW. S) INSTALL AS MR THE INSTRUCTIONS ON SHEETS 2 -3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2). AND THAT MIN. &12 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 0) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 02• IN LENGTH (AS USED IN A 03' FLANGED WINDOW) OR 13E USED IN TEE OR CROSS CONFIGURATIONS. 8) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMIESAT 10• MAX. FROM EACH SIDE OF THE FRAME ASSEMBLYTUSE CENTERLINE. SEE TABLE TOW ANMMW AnethM ReVol on each Sideolthe Frame Aft (FAT) LL WMdm Yiddffi Ald'" A pa B, C &D 1 - :;1 - 0 0 0 1 � 28•+ 1 1 u vv hbww 3iai9M Ahwlhor A B, C & D 1T-22.0' 0 0 o 2r- 0 1 28'+ 1 1 4F8wm monMato � AM BY N O O O co O "f J r 0 W in J m 2 W co Q W 2 co J D L] z �gg O v Q O LL 0 � M .. Az �U LYNN 411`4, ' N0.58705 ' •• ST 1OF3 •tt/�� O o::cGOR1OP.-* i ® ON n N Jgel OLL %4h A.; V aY o cz z LYNN 411`4, ' N0.58705 ' •• ST 1OF3 •tt/�� O o::cGOR1OP.-* i i N £g vS �my9 V mp O �" fl '"1 f• � �R,tm pp L q`�(P a �� ;:� 1 � ?a �y /< �8 � �� p- ,Q` mo`•Fy�an' bZ j l� / r$ •QC�QI'zFo 1 w �I•~ . dI .ao 1 . Y R i 1. • .1 � yOy 4a o O .r1•1 . /1 .�$ n1. 1,. I A n3 i� 1 1QC � l 7\�/ 1� _S � � �/rlA�$ � U v /n ' Y��m a�° A i$ �/ ` � ��,y � •l/ ` o ` �:ti 0� P W �mdp � m � g � i7 / < �l \ + .` I l �i$ a YA �N V p1 l . Dnp � °� $ q 3 � A . i i \ � N � °O$ i•� �y��OGip � j W�� NN � .g Nm °� �� ®N pC. B 61 N °�$ O A 4 J a n 1 '� ' l'�Abz . . o = A i � � C S � •T pc� O @ $ � T 0 I�•O y � g • °R� �8 1 'g��i� � N 4� n Q tm � •m i � TO m�map� 'o N�i i r � z �t� P � I0 F AsA � °�ObZ iNrF D O D 0.9 q i yi. pn D o • � � o O A • ggP iiIJgLLL fN �v 0Ai� 8 5 q � ' [ g8 x X x X 9g >> s g W W p W m p m m DW W 'W W W � W ta t� � e N N N N N N N N N N W N N w N w wW W W X > X N N N N N N N N N W N N W w N w 4W A Y� W r ll Z N N N N N N N N N N N w w N w W W a y $ W W W A W W A W W A W m A m A W W A m A � To N N N N N N N N N N W N W N w W W A W A A A A A m W A A W A W A m W A W a N N SSSN N N N N N N W N w N W W W W A w A A A A A A A W a W A A m A a W A m W P N N N N N N N N N W N W W N w W WW A W � ° o p T a Wn P O tO a O D 1 7 - ...... Data J ROSOWSK 0810812 r o , > Nw ANCHOR TYPE AND QUANTTY DRNE 8 1070 TECNNOIM N' I F. L 34275 CASEMENW SM A�F Dra ft No. NOKOMS, FL 34274 g— al; Stole 10 MD- CA740 -LM NTS 4 OF CERT. OF avn4 9—oaa CA -740 v 5' 8 A tl � -/ N N N N N W N N N N N N w N w WW w W w D O W H ic W N W N a N N N N nJg Q D m W W w W W 0 O O P D 0W D O O P ° D D J W m W W W W W W W O O M O D �D Q C y0W C a � co C) dp � x p7p w�v W N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N A co C) dp � x p7p w�v W > y. yy + m m w w � + i♦Vp0' +� + Ol 0 ft f+� f♦ m�{p S O O 3 0 11141 m D w m a m Rp ��QQQQ�Bm V V V `:iaan Q�m. i Q� O�m� � a mg• jQ� /�� jg� m$�p m�m 1p W R� 4f� 4j� Ej� n '^ 'LC $ /Qj�� $ $ tRmO m8m O p j2j�� $ S Q m w P wy N i + a w i v v ♦ + = mm�m > y. yy + m m w w � + i♦Vp0' +� + Ol 0 ft f+� f♦ m�{p S O O 3 0 11141 m D w m a m Rp ��QQQQ�Bm V V V `:iaan Q�m. i Q� O�m� � a mg• jQ� /�� jg� m$�p m�m 1p W R� 4f� 4j� Ej� n '^ 'LC $ /Qj�� $ $ tRmO m8m O p j2j�� $ S Q i + a w i v v ♦ + = mm�m 1+ R$$ m Vrm 9 El W"*w F 0+* + +10 01+ r� A dD � may Ol . . . 0 Is YJ � 0 wr gS 1 csi A P� t hhh �G i'Ditwri a +1+00 � �T i p�pt Reviabn: Jim Jill Revfted W. `` �� •,..........; I.�y i Dro Bx Dote s J ROSOWSKI 08/08/12 , DESIGN m DESIGN PRESSURES PER GLAZING TYPE r_ 1070 TECHNOLOGY DRIVE 71C� t" '• '' N. VENICE 3427s CASEMENT WINDOW DETAILS - LM & SM �C'••. •yam, P.O. BOX 1828 �i��/U� •• •••.•'y,. `�� NOKOIdIS• FL 34274 Serles/Atodal: S=W SM®et Drmwng Na R . 1R I 11111�`` cEar. of atr1H. @2szgs CA -740 NTS 50 10 MD- CA740-LM w��8��8� t" � M.101f � + i♦Vp0' +� + Ol • ft f+� f♦ m i t•�n. O�m� � 8 � � V IA fd a 1p W Vrm 9 El W"*w F 0+* + +10 01+ r� A dD � may Ol . . . 0 Is YJ � 0 wr gS 1 csi A P� t hhh �G i'Ditwri a +1+00 � �T i p�pt Reviabn: Jim Jill Revfted W. `` �� •,..........; I.�y i Dro Bx Dote s J ROSOWSKI 08/08/12 , DESIGN m DESIGN PRESSURES PER GLAZING TYPE r_ 1070 TECHNOLOGY DRIVE 71C� t" '• '' N. VENICE 3427s CASEMENT WINDOW DETAILS - LM & SM �C'••. •yam, P.O. BOX 1828 �i��/U� •• •••.•'y,. `�� NOKOIdIS• FL 34274 Serles/Atodal: S=W SM®et Drmwng Na R . 1R I 11111�`` cEar. of atr1H. @2szgs CA -740 NTS 50 10 MD- CA740-LM w��8��8� t" � M.101f NM�a Neigh fg�i�� p QQ�• Q � j� f� me [�� m��p O p LS O O m GI � � � •i&�, � D wioa m+°8� A g� m N� S+111- 3 A aeeaa��a 3 8��8.i8D V yf + + ♦ f+I + ♦ yy♦ ice. �p J j� jj�� p ..••�� D. 1,101*10 P tt D �Qe�s�sm$y NM�a Neigh fg�i�� p QQ�• Q � j� f� me [�� m��p O p LS O O m GI � � � •i&�, � D wioa m+°8� A g� m N� S+111- 3 A 3 8��8.i8D ice. �p J j� jj�� p ..••�� D. 1,101*10 P tt D �Qe�s�sm$y NM�a Neigh fg�i�� p A ?qo F Sig ;0111 00- a O P ni V a too o Y C5 cb gr T p as �P Revised Ur. D ow" sy Data �r„��'' .••� ryoti J ROSOWSKI 08/08/12 4�1 = � W z ; Z - DESIGN PRESSURES PER GLAZING TYPE z- 1070 TECHNOLOGY DRIVE M*.' N. VENICE. FL 34278 CASEMENT WINDOW DETAILS - LM & SM CJ 6 P.D. Box 1529 / ' •......... D �. NOKOMIS.* FL 34274 saeea/moeer saatx Snaetr a n9 No CERT. 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W 9 8�� 8 •� 4 VV y Fa tp to m p A 0 -� T r W 33 Q Iva �z O HM g xn � 01 0�01 cn y a D o0 mg T ? z � 9 Wr r m w W i �A -T 9 of t��t 41 Oote: .•'"•.......;vYT'i sr. Date: a p1 Gs:' qt.. �:• y y.�� J ROSOWSKI 08/0$/12 $_z ga D .3 o °� z - DESIGN PRESSURES PER GLAZING TYPE M 29 t0N. VENICE, 2275 CASEMENT WINDOW DETAILS - LM & SM a � �..•• .....•* KO BOX 7828 �� M Saa1e: SheeN Draw7a4 Na R ♦ NOKOMIS. FL 34274 '''�ERI1,1%%``� CER7.OF.1. #28288 CA -740 NTS 9OF10 MD- CA740 -LM �bi�01*4 � �j 4 Jv�� + jyg r ♦ 9 4 ♦ .4� ♦ $aeee��o D W m A m� S O O O O O� O O� �J� yg $ysQ 3$ t$ y ��f�f�� eeee��e��m f ♦ ♦ ♦ + �� p E c ♦ t 4 +p G�rpp �,♦pp D � a ea�e��em D h�' 8888��6� D p A 0 -� T r W 33 Q Iva �z O HM g xn � 01 0�01 cn y a D o0 mg T ? z � 9 Wr r m w W i �A -T 9 of t��t 41 Oote: .•'"•.......;vYT'i sr. Date: a p1 Gs:' qt.. �:• y y.�� J ROSOWSKI 08/0$/12 $_z ga D .3 o °� z - DESIGN PRESSURES PER GLAZING TYPE M 29 t0N. VENICE, 2275 CASEMENT WINDOW DETAILS - LM & SM a � �..•• .....•* KO BOX 7828 �� M Saa1e: SheeN Draw7a4 Na R ♦ NOKOMIS. FL 34274 '''�ERI1,1%%``� CER7.OF.1. #28288 CA -740 NTS 9OF10 MD- CA740 -LM �bi�01*4 � E 8 01 $aeee��o D W m A m� S O O O O O� O O� �J� yg $ysQ 3$ t$ y ��f�f�� p 4 ♦ t + + +p G�rpp �,♦pp � a ea�e��em h�' yyyyyyyy D p A 0 -� T r W 33 Q Iva �z O HM g xn � 01 0�01 cn y a D o0 mg T ? z � 9 Wr r m w W i �A -T 9 of t��t 41 Oote: .•'"•.......;vYT'i sr. Date: a p1 Gs:' qt.. �:• y y.�� J ROSOWSKI 08/0$/12 $_z ga D .3 o °� z - DESIGN PRESSURES PER GLAZING TYPE M 29 t0N. VENICE, 2275 CASEMENT WINDOW DETAILS - LM & SM a � �..•• .....•* KO BOX 7828 �� M Saa1e: SheeN Draw7a4 Na R ♦ NOKOMIS. FL 34274 '''�ERI1,1%%``� CER7.OF.1. #28288 CA -740 NTS 9OF10 MD- CA740 -LM �¢yy�t�JJl�JJ�11(�qq�(�JJ�11�� A N O O O O� O O� �J� yg �3$ 3$ t$ ��f�f�� p A 0 -� T r W 33 Q Iva �z O HM g xn � 01 0�01 cn y a D o0 mg T ? z � 9 Wr r m w W i �A -T 9 of t��t 41 Oote: .•'"•.......;vYT'i sr. Date: a p1 Gs:' qt.. �:• y y.�� J ROSOWSKI 08/0$/12 $_z ga D .3 o °� z - DESIGN PRESSURES PER GLAZING TYPE M 29 t0N. VENICE, 2275 CASEMENT WINDOW DETAILS - LM & SM a � �..•• .....•* KO BOX 7828 �� M Saa1e: SheeN Draw7a4 Na R ♦ NOKOMIS. FL 34274 '''�ERI1,1%%``� CER7.OF.1. #28288 CA -740 NTS 9OF10 MD- CA740 -LM TAGS a — Item Dw9. S I Deaarlption material 1 7002 Main Frame Head, SM &Jamb 6083-TO Alum 2 7071 AndtorPiate W63-TO Alum. 3 7003 Sash T Bottom & Side Rap 8083-TO Man. 4 7008 Frame Comer Ke Steel! 5 7009 Sash Corner Key stew 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 1 7070 ISulb Weathe .187°x.275" Fleas PVC 70 10 7024 Maxim Multi -Point lock Steel 11 7026 LodSWportPI ate steel 12 7014 Multi -Lock Keeper Sled 13 7013 TleBarGulde my[- 14 76]5 Tie Bar Assembly stew or 86 1S 7028 Maxim Dyed Operator,WWa+24" Stew 16 7027 Maxim Dual Ann Operator, W W>24" Stew 17 7030 OperatorGasket VhrylFcam 18 7031 Operator Backin Plate Steel 19 7051 Op.MorSpawr Block Nylon m .7032 Stud Bracket Stew 21 7033 Operator Track & Slider Dual Arm steel 22 7073 Egress tgn a He 1, Manur. byTndh Stew 23 7050 E ess HI /Washable (MA, Man&. bvTndh Sted Anti - blowout al stew Dura Seal Spacer Sted 1713 Setting Stock 5/32" x 16" x 11/4" VOM r32Snubber 1714 Settin Block "x71Wx1 -1/4" EPDM 7036 Lamt Bead 6 Sw3-T8 Alum 7042 Lams Bead C 808376 Alum. 37 1 7059 Land Bead 0 608378 Alum 38 1224 lVinyt Bulb WhV MW Flax PVC 70 39 1275 lVinvi Bulb Wstp Min) Flex PVC 70 SO I Dow 899 Silicon Backbedding 66 7006 Screen Frame 31054114 Alum 61 7040 Screen Comer Key Poiytxopalene 62 Screen Cloth Fibadass 63 1635 Screen Spline EM. PVC 64 326 Screen Spring Sinless Sted 70 134 Add-on Flange OD83TO Alum 71 7004 Frame Tube 8083.78 Alum SO #8-32 x IM Ph. Pn. Mach. ScrTYPE B Staitllesa Stew 81 1157 # 8 x 2" Pb. Pn. SMS stainless Steel 82 98 x S/8" A. Ph. SMS 8tainteae Skeet 83 #8 x 7/6' Ft. Ph. SIVB Stainless Stave 84 #8x V Fl. Ph.TEK Stawass Stew 85 #sx l" Quad Pn SMS Stainless Steel 86 #8 % 1 -1/2° Quad Pn SMS Stainless Steel 97 81Gx 1M Ph. Pn TEK aswesssteei 89 #10.24x9110' Ph. Prt. TYPE F Stainless steel 90 #12 x 1" Ph. Pm TEK Stainless steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS T, A SASH 062- 1 NOM. .T434' 2.919' I .439' .032' NOM. I 1.189' I Z?, 2.139' 1 FRAME HEAD. SILL & JAMB 07002,6063-T6 i1988' I -1 .09v i -T OANCHOR PLATE #7071, 6083 -T8 .030" Aw I 35 BEAD B #7036, 8083 Te I r .17r .870' .060 - �+-- .668' 37 BEAD D #7059,6063 -TB 3 SASH TOP, BOTTOM & SIDE #7003, 6063 -T8 .040' - 1.070-0' .427 -- 4 ITT MED SCREEN FRAME #7006, 6083 -T6 .823' —►{ �-� 0811' 965' BEAD C #7042,6083-TO Revakorc ► 1.124 - �►- .126' `` *�'��• No. 68705 2.701• .062" 0% STATE OF BC 1070 TECHNOLOGY DRIVE TIDe: ••. OR10P.•'`�.�`� ```` N. VENCE, FL 34275 CAi gee ,, /I �1�)�A1�'L,��,�� A. LYlallalLLrR, RE NOKOMIS' FL 34274 P.E90ar06 CERT. OF AUTH. #29296 3 SASH TOP, BOTTOM & SIDE #7003, 6063 -T8 .040' - 1.070-0' .427 -- 4 ITT MED SCREEN FRAME #7006, 6083 -T6 .823' —►{ �-� 0811' 965' BEAD C #7042,6083-TO Revakorc r- 22W �1 O70 ADDON FLANGE #134,6083-T6 4pprewd m eempbluavub nw Rome tialdl C e Dale IlEOAe M t t BY AND CORNER VIEWS JJROSOWSM Data MENT WINDOW DETAILS - LM & SM 08/08112 del: Scale: Sheetr Dioaina No. Rer. k -740 NTS 10 OF 10 MD- CA740 -LM ► 1.124 - �►- .126' 2.701• .062" 71 Aw FRAME ASSEMBLY TUBE #7004,6063-T6 r- 22W �1 O70 ADDON FLANGE #134,6083-T6 4pprewd m eempbluavub nw Rome tialdl C e Dale IlEOAe M t t BY AND CORNER VIEWS JJROSOWSM Data MENT WINDOW DETAILS - LM & SM 08/08112 del: Scale: Sheetr Dioaina No. Rer. k -740 NTS 10 OF 10 MD- CA740 -LM E MIAMI DADE COUNTY, FLORIDA • 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) 315-2559 NOTICE OF ACCEPTANCE (NOA) w_ww.miamidade.nov�aeral T Industr "i nc 1070 Technology Drive North Venice, FL 34275 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 the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11HR- 710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. 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 NOA No. 114630.02 and consists of this page 1, evidence pages E-1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 1 MW?ADIE �, Y `NOA- Wo.11- 1114.04 2 $ tv Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industdm. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/2812006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02101 /2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. - FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202 -94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-- 0405.06) 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and -per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-- 0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB InterlayW' dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Soluda Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as has Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL- -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) Jaime D. Gascon, P.M. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FT1, 4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 11 -0630.02, issued to POT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I ", approved on 08/18/2011 and expiring on 12/21/2016. g4a�� Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiratlon Date: December 21, 2016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2} FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5118' LAM[ CONSISTING OF (2) LIVES OF IN ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 518° LAW CONSISTING OF {1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF 1A1" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. SM8" LAMI CONSISTING OF (2) LITES OF IN HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER D. 7/18" LAMI CONSISTING OF (2) LIVES OF 3MS" ANNEALED GLASS WITH AN .M DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E 718" LAW CONSISTING OF (1) LITE OF 3M8" ANNEALED GLASS AND (1) LITE OF 3M8' HEAT STRENGTHENED GLASS MATH AN .OW DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PA INTERLAYER SHEET F. 7118' LAMI CONSISTING OF (2) LIVES OF 311W HEAT STRENGTHENED GLASS WITH AN =0 DUPONT BUTACITE OR SAFLWKEEPSAFE MAXIMUM PVB INTERLAYER GENERAL NOTES.. ». »......1 GLAZING DETAILS............ 2 G. 13/18" LAMI IG: (1) LITE OF 11W OR 3/18' ANNEALED ( MIN.) GLASS. WIT OR 318" AIR SPACE AND Will" LAND CONSISTING OF (2) LVES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS...»..... ».»»»» 4 VERT. SECTIONS............ 5 H.13M8" LAMI IG: (1) LITE OF IN OR 3118" ANNEALED (MIN.) GLASS, 6118' OR 318" AIR SPACE AND SMS" LA 41 CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE HORM SECTIONS— OF 118" HEAT STRENGTHENED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER PARTS LIST - ... »... .... ......» 8 EXTRUSIONS.—___.. 7 1.13MW LAMI IGL (1) LITE OF 1/8" OR 318" ANNEALED ( MIN.) GLASS, 6118" OR 3B" AIR SPACE AND 6118" LAMI CONSISTING OF (2) LIVES OF IN HEAT STRENGTHENED GLASS CORNER DETAIL—_.... S WITH AN .090 DUPONT BUTAG2TE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE__— &11 J. 13/18" LAMI IG: (1) LITE OF 118" OR 3/I8' ANNEALED ( MIN. }GLASS, 3MW OR 1/4" AIR SPACE AND 7M8" LAMI CONSISTING OF (2) LIVES OF 3MW ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER K 13M8" LAMI IG: (1) LITE OF 1A3" OR 3M8' ANNEALED (MIN.) GLASS, 3/18" OR 1/4' AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3M8" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L. 13118" LAMI IG: (1) LITE OF IN OR 318" ANNEALED (MIN.) GLASS, 3118' OR 1/4" AIR SPACE AND 7118" LAMI CONSISTING OF (2) LIVES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXATEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: M XO. XOX 3 DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-W- S- POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REMS13D Florida 6. SHUTTERS ARE NOT REQUIRED. pip No r y }d 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTL48M AND FTL -8330. ELCO TEXTRON NOA: 04.0721.01, 03-0225.05 ANSUAF&PA NDS -2006 FOR WOOD CONSTRUCTION I I I I I I I ADM -2005 ALUMINUM DESIGN MANUAL �` �� •''�C BNSF ''' ii S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY �. • •.,• ,k HURRICANE ZONE (HVHZ} * ;' 58705 No. 8. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. J. tat7laa 15 F8a2010G1DDEf IMfOE �.� s I OF erg. +070 TBCNNOlOGY DRIVE N GENERAL NOTES %O.G�'• -.. ALOR�Q?:'' R 820tH D ADDEDIGCAP70�TaWMRW +30FTmOm NOKOMIS.P 335 noe 'i 3w now ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ''��` $ZONAL ��`� K: 41145 a AODFTL- WWTON1OXE87 &!I[#WM87Va M rMT.. P.o.egxTa2e as ar,ec N. ee„ mrar. n" a.irwa�l %%N T B ✓»L NoKOMIS Fl aazra tGelfo NTS 1 b 11 4127 -10 E vereama E) ��' R 'S B TGAS E Gl SSS SITE � 60,61,62 1 IW ANNEALED OR HEAT STRENGTHENED GLASS .B0 SOLUTIA OR DUPONT PVB INTERLAYER 1/6" ANNEALED OR HEAT STRENGTHENED GLASS 5118" NOM. 5/16" LAMINATED GLASS 11S" ANNEALED OR HEAT STRENGTHENED GLASS 060 SOLUTIA OR DUPONT PVB IITERLAYER 1/6' ANNEALED OR HEAT STRENGTHENED GLASS 5116' LAMINATED 6116' OR 316' AIR SPACE 116" OR 3116' ANNEALED OR TEMPERED GL 468 QD 13116' NOM. 13/16" LAMI IG CA ASS W/ 6/16" LAMI 3116' ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 7/16" LAMINATED GLASS 112° NOM. GLASS SITE I - 7 ,73,74,75,76,77 3116" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 3116" OR 114' AIRSPACE 1/e" or 3WANNEALED OR TEND GLASSQp 13f'16' NOM, 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. P.O. BQX I= NOKOMM. PL 34!74 ILLIM. HORIZONTAL ROLLER romo Full 2 d 11 m IMPACT 4127 -10 PRODUCrMWIM ��co�oonau�oln� M 4r %N'- 4YNN Ml(��!�� 56705 0. L�If I�aLNN. P.E P.E. ass TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW H13GHT WIDTH TYPE 26" 36" 38 3t8" 48" 60 6/8" b4" 60" or 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -09.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +66.2 56.2 FOR INSTALLATION IN THE HVHZAWVE3D L G>A&BTYPES G- I.SHALL I•u►vE a TEMPERED LG. GLASS AANDD ANCHOTRHE DP OUANTITYREMAIN 1063/8" A,B,G.H +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 - 60.0 +80.0 -60.0 +55.2 55.2 +52.3 -52.3 109" A,B,G,H +60.0 50.0 +60.0 -80.0 +60.0 •60.0 +60.0 •80.0 +60.0 -60.0 +60.0 -60.0 +54.6 54.6 +51.7 -51.7 111" A,B,G,H +60.0 1 -60.0 +60.0 •Sd.O +60.0 -60.0 +60.0 50.0 +60.0 --60.0 +595 -69.5 +53.6 53.6 +50.9 -50.9 911" C,1 +60.0 .60.0 111" ILTO D ,E,F, J,K,L +75.0 -75.0 UNCHANGED. TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 63" WIDTH TYPE TO 86 7196" A'B'C' G,H,I +60.0 -60.0 TO 86 7118" � �,K' +75,0 7b.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1° SMALLER) WINDOW GLASS DOW HEIGHT WIDTH TYPE 26" 38" 38 3/8" A8" 60 G8" " W. or A,B,G,H +75.0 75.0 +76.0 75.0 +76.0 - 75.0 + • - 7 .- +75.0 -75.0 +75.0 76 0 . +75.0 -75.0 +75. 75.0 88" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 75.0 +W -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 70.2 72" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 4. A,B,G,H +75.0 75.0 1 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.Q f75:0 ° : =75x0 +68.1 •68.1 +63.8 -63.8 - sftvrftuIw igc-ah _ C as UP TO 74" C D E F, I' J��'L z- GLASS TYPES: TEST REPORT FTL-4858 (XD)O, FTL•4869 (OX & )(0) AND FTL5330 A 5116" LAMI - (118" A, .090,118" A) G. 13/16" LAMI IG -118" OR 3/16'A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (IWA, .090,118"A) B. 5/16" LAMI - (1/8" A. .090,1/8" HS) H. 13116" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3!8" AIR SPACE, 5116" LAMI - (118 "A, .090,1!8 'HS) �� C. 5/16' LAMI - (1/8" HS, .090,118" HS) L 13/16" LAMI IG -118" OR 3/16"A (MIN.), 5116" OR 318' AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1 /8"HS) .`p�� G sF ...,��.�� D. 7/16" LAMI - (311(r A, .090, 3116" A) J. 13116" LAMI IG -1/8" OR 3116"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3116"A) E. 7/16" LAW - (3116" A, .090, 311(" HS) K. 13116" LAMI IG 1/8" OR 3116 "A (MIN.), 316" OR 1/4" SPACE, 7116" LAMI - (3 /16"A, .090, 3/16"HS) _ �c ? 140- 6670 F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) IL 13/16" LAMI IG -118" OR 3116"A (MIN.), 3/16" OR 1/4' SPACE, 7/16" LAMI - (3/16"HS, .090, 3J16"HS) ran.u�e 40H7p� E "tO WT07ECHNOLODYDRIVE NOKOMIS.FL34278 P.O.Sgx tam NOKOMIS. FL 34274 •�•• DESIGN PRESSURES tsc ALUM. HORIZONTAL ROLLER WINDOW, IMPACT i��••• gTATE P. : _: . %.�`�'••, F...... • ��%` A LITDV AAUM.EF� P.E. P.e a WM JR BP70l1J Rw� D .AV=JGCAP7OBE +30FTND76 a+c eror c IAWWMGPAL FaVOPMW& UPDATHAS7ME 13110 -MM GmeB,c Fx Dmr qtr L,I 9/19/OB VW b& Nmw ®.t�ee"e 10 s� I NTS 3 d 11 � 1 4127 -10 E 110° MAX. WIDTH I.F. FRAME — +� 71lr MAX. WIDTH I.F. FRAME -�j 111° MAX. WIDTH FLANGE FRAME �� 8 7116° MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2 -114) DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 33 9H6° MAX. 33 8116° MAX. 1. SEE SHEET 6 FOR VERTICAL. AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT T _ _ _ �. MAX SEALANT OR GASKET FLANGE L A I A FRAME ALL 15 67 316° I s. CONFIG. MAX MAX LNF�/ / DLL 1515 I.F. FRAME p UTE3 / I / 62° MAX. ! ' 0*6 / I.F. FRAME n�o¢p 2V�74* . ALL X ' CONFIG. wt : 1—j 413 FLANGEFRAME O I t.YNN �+ 73° MAX. WIDTH I.F. FRAME VIEW D -D 74° MAX WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) ' * -' 140'705 t = DETAIL A - OX OR XO = *� �' c rmrmr a rtoarar 7r►�sr�r ° '° %a� ` 1 ' =TEGHMX( rWM! s b .m WWI a lraaiM�vaslimr aoxorms,r� years � �LEY�ITlOM3 •..1��'i�o�m�oP��O�, AN maw C P.O. BQX,679 =. I "K/IVLI YC�I� IRL nv4LFn ��f� O IMPACT '',A L�714V'daLLUK %P%& ` F.K iJ aoxows'��2re lerstp AR5 4 a 1! 4127 -i0 E PESes MAx I I HEIGHT FLANGE FRAME b1AX \J SECTION C-C (VERTICAL SECTION, FLANGE t M41 E NOCIWNOENM&VWT m m --�i �— MAX. FIXED DLO MAX. WIDTH (FLAMBE FRAME) 99 SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) I_ MAX. FIXED DLO MAX. VENT DLO �— MAX. WDTH O.F. FRAME) EXTERK R SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. FRAME) TECHNOLOGY MNMOL L3429MiV6 NOKObp8. FL34278 PA. BQX 1829 NOKOW8, R 34274 Vbft Beow HEAD (VERTICAL SECTION, I.F. FRAME) ILUM. HORIZONTAL ROLLER WINDOW IMPACT t IW a d 11 4127 -10 E `` \�`ON•i 4TIYM•Qi /�� // `J�4'1' ✓'�' �BfdSF . lciP ��i * N0.58705 it s I lAF gg A L44IA P.E. P."89798 DWGN REVI DISCR1PT10N MAM P .(IM rMW DWCWIREVI DESCRWnON I MArL P= 1 4102 A FLANGEFRAMEHFAD 6063 -TEAL 612237• 66 GRASS 13/16" IAMI IG1/8"A 3/8 °AIRSPACE„5/16° LAMI 1/rA .090P'VB, I/VA 2 4025 ISASH STOP STD. ANTI LIFT CLIP 606VM AL 612244 67 ° 13/16' LAMI IGI /8"A OM.1 3/8° AIR SPACE, 5116" LAMI 118'0 .090 ll8° 3 #8X3/4PH. PANHEAD 7834AA 68 - ]3/16" LAMI 10-1/8-A ".)6 WV AIR SPACE, 5116' LAMI 1 /8°HS .090 M 1/8" 4 4053 ISASH STOP COVER SASH STOP 6063 -T5 AL 64 13fW LAMI IG3/16'A (MM 5116' AIR SPACE, 5116' LAMI 1/rA .090 PVB, IIVA 6 4136 IFLANGEFRAMESHL 6063 -TEAL 6406 70 - 13/16° LAMIIG3/16 °A IN. 5/16° AIR SPACE, 5116" IAMI 1/8°0 .090 1/S" 7 4137 ISRLADAPTOR 6063 T6AL 64137 71 13/16" LAW IG3116 °A QAIN.j 5116 - AIRSPACE, 5/16' LAMI IIVM,.090 PVA IMES p 8 4131 JROIUMTRACK 6D63 -T6 AL 64131 72 13/16- IAMI IG118 -A MIN. 1/4' AIR SPA 7/16° LAMI 16°0 .090 M 3/16 -A 10 71298 Wffi"HOIBCOVER POLYPROP. 71298 73 ° 13/16" IAMI IGI /8-A IN. IM AIRSPACE, 7/16' IAMI 16'0 .09DPV13 3/16" 12 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD16Z6 74 13/16° IAMI IGI /8-A M. 1/4" AIR SPACE, 7 /16 -LAMI 16- HS,.090 PVEk 3/16° 13 4002 A PLANGE FRAMEJAMB 6063 -T6 AL 612225 75 13116' LAW IGY16 -A . 3/1G' AIRSPACE, 7/16' LAW 6 °A,.090 M 3/16°0 14 4134 7Ui SKET FORMAN FRAME SILL JOINT 74134W/K 76 13116' IAMI IG3/16 -A 3/16' AIR SPACE, 7/16° LAMI 16 °A .090 3/16- 15 1155 #8X 1.000 ADPN. SMS 781PQA 77 - 13/16" LAAHTG3/16"A IN. 3/16" AIR SPA 7/16' LAMI 16-HS .090 3/160ES 90 1014 SCREEN FRAME OR. &VEIL 3105 -H14AL 16 4110 G SCREEN MEErINGR 6063• -T6A 64]]00 91 1630 SCR>EDODRNERKEYWAUNGS POLN ROP. 17 4054 B 1�IXN3Z 19 GRAIL 6063RD T6 AL 640540 92 1631 SCREEN ODM41RKEYW /OUTRINO POLYPROP. I9 4066 WSTP .187 X 230 FIN SEAL 640660 93 *1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 94 SCREEN SPUME -.135 DIA. FOAM EM PVC 22 1683 WMP-M X 270 BA FIN SEAL 61683G 9S SCREEN SPUME -.135 DNA. HARD I m FNC 23 225 -1 ROLLELHOUSING &GUIDE 4211M 96 SCREEN (LOTH 24 226 IBRASSROLLERWHEHIS BRASS 7BRWIR 2 29 4128 1 HORIZONTAL ROILffit SASH Top GUIDE POLYFROP. 441M 32 4006 D iSASHMEMINGRAIL 6063HS -T6 AL 64006 2 710 33 1235 WSTP -170 X 270 BACK, FIN SEAL 67S16G 35 1096 ISWERPLATCH DIECAST 71096 36 1016 108 X.625 PIN. FL. SMS 7858 37 4126 ISASHSIDERAIL 6063•T5AL 64126 �� 38 1683 WSTP -M X.270 BA FIN SEAL 616830 39 7070 lBuLBwEATamFnup.is7x275 67070K 40 LIFTRAILCOVERr-AP 74078 "C' LORR. 41 4139 ILF.FRAMEHEAD 6063 -T6 AL 64139 q� IF FRAME HEAD 42 4140 LF. FRAME SILL 6D63 -TEAL 64140 I.F. ft4RA 6083 Te 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 50 GLAZING S MOON F, DOW 899, 995 OR UIVAI F+dVT 51 1224 MINYLCLAZINGBEADBULB 6TI'247W PRODUCTMWD 52 1225 VRMGIAZINGBEADBULB 6TP2481C '"'omtNSmwMawRorms omb 53 4039 B GIAZDNO BEAD -5/16' 6063 -TS AL 640398 z Bwm� V-1 54 4044 B GAZING BEAD -5116" W/GRDLLKIT 6063 -T5AL 644703 M 3.162 � 55 4222 A GLA2240BFAD -7/16" 6063-T5 AL 64222 p 56 985 C GLAZINGBFAD -7/16" W/GRIILKIT 6063 -T5AL 6985 •002 59 4067 GDAZINGBEAD- 13/16' 1 6063-T5 AL 64067 60 GLASS, 5116° LAMI 1/8' A-090 PV4 1/8' A 43 I.F. FRAME JAMB 61 ' 5116' IAMI 1 /8' A,.090PVB I/8' HS #4141,6083-78 �� ONV 4YNN 62 ° 5116- LAMI 1/8" HS, .090 PVB,1/8- IiS 63 7/16° LAMI 3/16° A, .090 P 3/16" A .710 ` * : No. 68705 64 ' 7/16° LAM[ 3/16- A,.090 M 3/16- HS I.F. FRAME SILL = ire _- 65 7/16" LAMI 3116" BS, .090 PVB, 3116 - HS 42 #4140, 6083-T6 �'tl a ar 1 1.'Z. ; tt1; R.ww .L.G iQP17Hf F NOCHANQE7maHEEr - %�0'., sTAT OF JA W2Wl D AWM TOLEABB7YPE8 ,ON ObI�a' 3428 PARTSLI$T 'i�'��' .GOR.DP•'•Cj.``�� F.IC' ,vrsao� c M041,42&49 ao eq�c,see HORIZONTAL ROLLER WAWW, AWW, IMPACT �.,,/ ONA1. `%%," IV vow F.lL 2/28/D0 J.J. 311.3/08 NCJCONIB, �.3azTa V&lbly Better Hrt7r0 NTS 8 � 1 i 4127 -90 A Lvwnidl�. P.e. P.EE 88708 .082 1 73 L4� 1 3 L2'710--� 2.710 --+1 O FLANGE FRAME HEAD O FLANGE FRAME SILL #4102A,6063 -T8 #4138,6083 -TB .081 j t� i•nor"I � .46 SASH STOP 2 #4025. T5 O HORIZ ROLLER TRACK #4131,8083 T8 082 2J 7a }} as167 �OF---_lam L34�I - ►{ 1A81 I— 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL #4133, 8065.76 #4WSD, 60WS -TS .060 .678 1 O GLAZING BEAD, 5/16" #4044B,606345 (USED W /GPJLL IOT) 056 E 1.086 -1 iT O GLAZING BEAD 7/16° #4222A, 6063 -T5 • I 3. O FRAME SILL ADAPTER #4137, 8063.76 F4.4W1 17 FIXED MEETING RAIL #4064B,6003HD -TB 24 28 Qi 37 SASH SIDE RAIL #4126,600 TS 1.116 O GLAZING BEAD, 7/16° #985C1 80WTS (USED W/ GRILL KIT) 0 TECHNOLOGY OMV9 NOKOMIS, FL3CM P.O. BQX 1838 NOKOMIB. FL 34274 �- 1.513 - I 1 .7. 1—T O SASH STOP COVER #4053,6003-TS i -- 2.784-1 1.383 1 .082 18 FLANGE FRAME JAMB #4002A,6003 -T6 � _ ` � .878 1.008 - r+--� O GLAZING B , 5t16° Y>� PROIHICPRMUD #40398, 8083 -TS �ON wa dm Raids »mtd� M r� No i _ 4 Q� .I� 050 —f �--m 1 1.097 59 GLAZING BEAD, 13/16° #4087,0083 -T6 ILUM. HORIZONTAL ROLLER WINDOW Ito H"aff "7 s 11 " *'4127- -10 LYNN 4f '/i /ice * ' No. 68705 TVSTA A L1T1t R.P.E. P.E WM % NCHOR QUANTITIES, XOX (114- 112 -1/4) WINDOWS TABL GLASS TYPES A,S,C,G,KI GLASS TYPES D,E,FAK.L ANCHORTYPE 2,3, WOOD 1 2, CONC 1 1. CONC %3, WOOD I 2, CONC 1 1. CONC WINDOW SIZE HEAD & SILL / v 53.125 x 36.376 1 +C2+1 +C2 +1 2 41.000 1 +02+1 +C2+1 3 80.626 1 +C 2+1 +C2 +.1 3 84.000 1 +C2+1 +C2 +1 3 50.000 1 +C+1 +C2+1 9 emo l+c2+l+c2+11 3 60.000 x 38.378 1 +02+1 +C2+1 2 48.000 1 +C2 +1 +C2+1 3 50.626 1 +C2+1 +C2+1 3 54.000 1+C2 +1 +C2+1 3 80.000 1 +C2+1 +C2 +1 3 63.000 1 +C2+1+C2 +1 3 74.000 x 36.376 1 +C2+2+C2+1 2 41LOW 1+C2 +2+(2+1 3 50.626 1+C2 +2+C2+1 3 84.000 1+C2+2+C2+1 3 60.000 1+C2 +2 +C2+1 3 63.000 1+C2+2 +C+1 3 84.000x 38.378 1+C2 +2+C2+1 2 48.000 1 +C2 +2+C2+1 3 60.826 1 +C2+2+C2+1 3 54.000 1 +C 2+2+C2+1 3 80.000 1+C2 +2 +C2+1 3 63.000 1K2+2+C 2+1 3 104375 x 36.376 1+C2+2+C2+1 2 48.000 1 +C2+3+C2+1 3 60.825 1 +(2+3+(2+1 3 64.000 1 +C3+3+C3+1 3 60.000 1+C3 +3+(x+1 3 03.000 I+CS+3+C3+11 3 111.OWx 3&376 1 +C1+•3 +C2+1 2 46.000 1 +C2+3+(2+1 3 50.625 1 +C2+3+C 2+1 3 64.000 1 +C3 +3+C3+1 3 SDAW 1+C3 +3+C3+1 3 63.000 1 +C3+3+CS+1 3 HEAD & SILL I� I HEAD & Sat 151 HEAD & SILL.I l I HEAD & Sat IS I HEAD & Sat 1+02 +1 +C2 +1 1 +C2 +2+C2+1 1+C3+2+C3+1 1 +C2+2+C2+1 NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES FOR INSTALLATION IN THE HVHZ ABOVE 30 A. S M6' LAMI - (1/8° A, 090, IN A) FT, GLASS TYPES Q - L SHALL HAVE A B. SM8' LAMI - (116° HS..09118° HS) TEMPERED I.Q. GLASS CAP. BOTH THE DP AND C. 6MS" LAMI - (118" HS,.08 , WISP HS) ANCHOR QUANTITY REMAIN UNCHANGED. D. 7118° LAMI - (3118° A,.O�, 3118° A) E. 7 116° LAMI - (311(° A,=, 311W HS) F. 7116' LAMI - (3M6' HS, 080, 311(° HS) G. 13!'18° LAM[ IG -118° OR 3118° A (MIN.), SM8' OR 318' SPACE, EMS' LAMI - (1/8° A,.860, IN A) H. 13M(r LAMI IG -118" OR 3116' A (MIN.), S/16° OR 318' SPACE, 6176" LAMI - (118° &.09D. IN HS) I. 13/76° LAMI IG -11W OR 3110'A (MIN.), 6MS' OR 3!8' SPACE, 61'16° LAM] - (IN HS WQ, IN HS) J.13118° LAMI IG - IN OR 3118' A (MIN.), 3118° OR 1/4' SPACE, 7/16' LAM[ - (3M(' A,J=. 3118' A) K 13118' LAM] IG -118° OR 3116' A (MIN.), 3118' OR 1W SPACE, 7116' LAMI - (31']8" A W0, 3118' HS) L. 13118° LAMI IG -118° OR 3116° A (MIN.), 3118' OR 114° SPAM 7118° LAM[ - (3M8° HS. m. 3M(' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101!7• MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 314' MAX. FROM CORNERS. JAMBS: B° MAX. FROM CORNERS AND 221/7' MAX. O.C. TABLE KEY: X O x 1 +C3+4+C3+1 3 OR QUANTITY PER JAMS HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLl1S (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 3 1 +CZ+Z+C2+1 31 1 +C2+2 +C++1 3 1 +C2+2+C2+1 3 1 +C3+3+C3+1 3 (3- MIN. O.C. ANCHOR SPACING) 3 1+C2+2+C2+•1 3 1+C2 +2+C2 +1 3 1 +C2 +2+C2+1 3 1 +C3+3+C3 +1 3 3 1 +02+2+C2+1 3 1+C2 +2+C2 +1 3 1 +(2+2+(2+1 3 1 +C4+3MA+1 3 26 4F--3 3 1 +03+2+03+1 9 1+03+2+03 +1 3 1 +(2+2+C2+1 3 1 +04 +3+C4+9 3 _ 1 - ... . MIN. 3 1 +C3+2+C3+1 3 1 +C3+2+C3 +1 3 1 +C2+2+C2+1 3 1 +C4+3+04 +1 S r REF. X O X 2 1+C2+3+C2+1 2 1 +C2+3+C2+1 2 1 +C2+3+C2+1 2 1 +C2+4 +Ca+1 2 1I PRODUCE [LGVLSHD 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1+C2+3+C2+1 3 1 +C2+4 +C3+1 3 MTG. RAIL, TYP. � wb6@reFbAde 3 1+q +3+C 3+1 3 1 +(3+3+(3+1 3 1 +C 3+3+C3+1 3 1 +C3+4+C3 +1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS NO QQ' 3 1 +C3+3+C3+1 3. 1 +C3 +3+C3+1 3 1 +C2+•3+C3+1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) �O 3 1 +C4+3+04+1 3 1 +C4 +3+04 +1 4 1 +C3 +3+C*+1 3 1 +C4 +4+04 +1 3 , 3 1 +C4+3+04+1 3 1 +C4+3+04 +1 4. 1 +04+3+04+1 3 1 +C5+4 +C6+1 3 26 314° MAX 2 1 +02+3+(2+1 2 1 +C2++1 3 1 +C2+3+C2+1 2 1 +02+4 +C2+1 2 1� ' � 3°MIN. 1�IIIIrr 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C2+3+C2+f 3 1 +C3+4+C3+1 3 8, LYNIV REF 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C3+4 +C3+1 3 X O X ` �� • �CEN'• `Fp'�! 3 1+C3+3+C3+1 3 1+C3+3+C3 +1 3.1 +C3+3+C3+•1 3 1 +04+4 +C4 +1 3 * ' No. 58705 ' 3 1 +C4+3+04+1 3 1+04 +3+04 +1 4 1 1 +CS +3+03+1 3 1+C4+4+04 +1 3 MTG. PAIL, TYP. - = 3 1+C4 +3+CA +1 311+04+3+C4+1 4 1 1+C4 +3+CA+1 3 1 +C5+4+CS+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS =_-D ? (� STA 1m,� �,., ANCHORAGE SPACING, XOX 1/41/2 -1/4 '0�� ' FIORtOP,. ' �e' I� +30FTNOTE KWOMIS.FL34;M m SS. . "VALUE8DW TOANCMORGAP. A= P.O. SQX 15m ALUM. HORIZONTAL ROLLER INDOW, IMPACT '''ii i�NA� -%,%\ NOKOMIS. K 37474 1J(* A,rbbdMt ft IOie A LQmI M P.E. rmyto WS 8 d 11 412»0 E P Elmm ANCHOR QUANTITIES XOX 113 - 113 -113 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C.D,E.F,LJ.K. L ANCH2,3, WOOD 2, CONC 1, CONC $3. WOOD 2. CONC 1, CONC 1. ANCHOR TYPES: & S:4RE 1 - 114° ELOO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2' GLASS TYPES; _ (118° A,09% 18° A) FOR INSTALLATION IN THE HVHZ ABOVE 30 ZONES ZONES ZONES ROVES ZONES ZONES WIEAD & SILL HEADS SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL W B. 5118° LAMI • (1/8° A„�,118° HS) FT. GLASS TYPES G - L SH ALL HAVE A 2 C. Cd'IB° LAM/ - (1/8° HS,.�,1/8° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.000 C2+1 +C2+1 2 1+C2 +1 +C2 +1 2 1+C2+1 +C2r 2 1 +C2 +1+C2 +1 2 1 +C2+1+C1 +1 2 1 +(2 +1+C2+1 +Cx +1 +X2+1 3 1 +(2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C2+1+(x+1 3 1+C2+1 +C1 +1 3 1 +C2+1 +X2+1 3 D. 7118° LAMB - (3118° A,. 090, 3N8° A) ANCHOR QUANTITY REMAIN UNCHANGED. C2 +1 +X2+1 3 1 +X2+1 +C2 +1 3 1 +X2+1 +C2 +1 3 1 +X2 +1+X2+1 3 1 +X2+1 +t2+t 3 1+12+1 +X2+1 3 E.7118°LAMI- (3118°A.090,3/18"HS) F. 7118' LAMB - (3/18° HS,.090, 3110' HS) C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1+C2+1+(2 +1 3 1 +C2 +1+02+1 3 1+(x+1 +C2 +1 3 1 +C2+1 +C2+1 3 G. 1311W LAMB IG -1l8" OR 3118' A (MIN.), 6/'10' OR 3/8' SPACE, 6/18° LAM/ - (118" A,.090,1l8° A) 60.000 1 +C2 +1+C2+1 3 1+C1 +1+C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1+(2+1 3 1 +C2 +1 +C2 +1 3 1+02+1 +C2+1 3 H.13115° LAMI IG- IW OR 3116' A (MIN.), 6118" OR 3V SPACE, 6118' LAMI - (118° A,M0,1/8' HS) 03.000 1 +X2+/+02 +1 3 1+C2 +1 +(2r1 T 1+12+1 +C2+1 3 1+(2 +1+(2+1 3 1 +C2+1 +(2+1 3, 1 +C3+1+C3+1 3 1. 13/1S° LAMI IG -1/8' OR 3118° A (MIN.}, 6178° OR 3B° SPACE, 6/18" LAM/ - (1!8" HS,.090,11W HS) J. 13118° LAN IG • 1/8' OR 3110° A (MIN.). 3/18° OR 1!4' SPACE, 7118" LAM/ > (3118' A 1)00.311(r A) 2 K. 13/18° LAM/ IG -1/8° OR 3118' A (MIN.), 3!'18' OR 1!4' SPACE, 7/18' LAMI - (3MIr A, 090, 3118' HS) 53.128 x 36.375 1+(2 +1 +C2+1 2 1 +C2+1 +C2+1 2 1+C2+1 +C2 +1 2 1 +X2 +1+C2+1 2 1 +X2+1 +(2+1 2 1 +C2+1 +C2 +1 40.000 1 +C2 +1+C2+1 3' 1 +C2+1 +Cx +1 3 1 +C2+1 +(x +1 3 1+02+1+C2+1 3 1 +C2+1 +(2 +1 3 1 +C2+1 +C2 +1 3 L 1311W iAM I IG -1/8" OR 3118° A (MIN•), 3118° OR 1/4° SPACE, 7118° LAM/ - (3118' HS M, 3N8' HS) 60.828 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +X2+1 3 1 +C2+1+C2+1 3 1 +C2+1+C2 +1 3 1+(2+1 +X2 +1 3 54.000 1 +C2 +1 +C2+1 3 1+42 +1 +C2+1 3 1 +Cx +1+C2+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1+t2 +1+tx +1 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1 +C2+1 +C2+1 3 1+ 2 +1 +X2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2+1 3'1 +C2 +1 +(x+1 3 1+C3 +1+C2+1 3 63.000 1 +X2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+X2 +1 +C2+1 T HEAD & SILL: 101/2° MAK ON EACH SIDE OF MEETING RAIL CENTERLINE 2 25 314' MAX. FROM CORNERS JAMBS: 9' MAX. FROM CORNERS AND 221!2° MAX O.C. 6D.O00x 38.375 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1+f2 +1 +C2 +1 2 1 +C2 +1 +X2+1 2 1 +X2+1 +(2 +1 2 1 +02+ 1+X2+1 48 -WO 1 +C2+1+C2 +1 3 1+ 2 +1 +C2+1 3 1+C2 +1+C2 +1 3 1 +X2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+(2 +1 3 TABLE S,. 80.628 1 +Cx +1 +C2+1 3 1 +C1 +1 +(2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +(2+1+C2 +1'3 1+<2 +1+(2+1 31 X O X S4ADD 1 +(2+•1+C2+t 3 1+C2 +1 +(2+1 3 1 +(2 +1+C2 +1 3 1+C2 +1+C2+1 3 ItC2 +1 +C2+1 3 1+C3 +1+C3+1 31 ll+C3+1+C3+11 3 ANCHOR QUANTITY PER JAMB 60.000 1+CZ+1+C2 +1 3 1+C1 +1 +(2 +1 3 1 +C2+1 +(2+1 3 1 +C2 +1+X2+1 3 1+(2+1+C2 +1 3 1+X3 +1 +C3+1 3 03.100 1+C2 +1 ±C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+02+1 3 1 +C3+1 +C3+1 3 1 +(2 +1+C2 +1 3 1 +C3+1 +C2+1 IE3 3 HEAD AND SILL ANCHOR ORS 6&W0x 38.378 i +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 I+ 2 +1+C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +(2+1 2 1 +Cx +1 +C2+1 CENTERED 2 A CLUSTER OF ($) ANCHORS CENTERED 48.X00 1+C2 +1 +C2+1 3 1+C2+1+C2+1 3 1 +C2 +1+C2 +1 31 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2 +1+C2+1 ON EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 50.626 1 +C2+1 +C2+1 3 1 +X2 +1 +C2+1 3 1 +(2r1 +(2 +1 3 1+(2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C3*1 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1+C2 +1 +C2 +1 3 1+12 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+(2 +1 +C2 +1 3 I+ 2+1 +C2 +1 30+C30+0+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL 80.000 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1+C3 +1 3 1rC2+1+C2 +1 3 1 +C3+1+C3+/ 3 (3° MIN. O.C. ANCHOR SPACING) S3.ODO 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1+C3 +1 +C3+1 3 1 +C2+1 +C3+1 3 1 +(2+1 +C2+1 3 1 +C3+1 +C3+t 3 2 28 314° MAX, 74.ODOx 38.378 t +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+02+1 +C2+1 2 1 +C2+1 +C2+1 2 1 +02+1+C2 +1 2 1+(2+1 +C2+1 48.WD 1 +(2+1 +C2+1 3 1 +X2 +1+C2 +1 3.1 +(2+1+C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C3+1 +C3+1 3 50.626 04.0 1 +(2+1 +C2 +1 1+X1 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1+C2 +1 +C2+1 3 1+(2+1 +Cx+1 3 1 +C2 +1 +CZ+1 3 1+C2 +1 +C2+1 3 1+C2 +1 +(2+1 3 1 +C2+1 +C2+1 3 1 +(2+1+C2+1 3 1 +CB+1+C3 +1 3 1 +C3+1+C3+1 3 3 X O X 60.000 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1+C2 +1 +C2 +1 3 1 +C3+1+C3+1 8 63.000 1 +C2+1 +C2 +1' 3 1+C2 +1 +C2+1 3 1+C3+1 +C3+1 3 1 +C2+1 +C3+1 3 1+C2 +1 +C2 +1 3 1 +(2+1+C3+1 3 MTGL RAIL. TYP. '* wfthaw wda 2 �dMOC"o AMPLE CLUSTER W/ QTY. OF t3) ANCHORS Aocepra>moNo 84.006x33.378 1 +C2 +1 +X2+1' 2 1 +X2+1 +C2 +1 2 1+X2 +1 +02+1 2 1 +(2 +1 +X2+1 3 1 +C2 +1 +(2 +1 2 9r(2+1+12+1 48.000 1 +C2 +1K2+1 3 1 +C2+1+(2+1 3 t +(2+1 +C2+1 3 1 +(2 +1 +C2 +1 3 1+(2+1 +C2 +1 3 t +C3+t +C2+1 3. , 50.828 1+C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2+1+C2+1 3 1+t2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C3 +1 +C3+1 3 (SHOWN IN TABLE KEY ABOVE) 64.000 1+f2 +1 +C2 +1 3 1 +C2+1+(2+1 3. 1 +C3+1+C3 +1 3 1 +Cx+1 +C3+1 3 1 +C2+1 +C2+1 3 1 +C3+1 +CS+1 3 Miat� 60.060 1+Cx +1 +C2+1 3 1 +C2+1+ 2 +1. 3 1 +X3+1 +C2+1 3 1+C3+1 +C3+1 4 1 +C3+1 +CS+1 3 1 +C3+1+C3+1 3 3W IMAX 53.000 1 +C3+1 +C3+1 3 1 +(2+1+ 2 +1 3 1 +C3+1 +C3+1 3 1+C3+1 +C3+1 4 I 1 +C3+1+C3+1 3 1 +04 +1+C4 +1 4 WTYP' (--3•MIN. ttttttr 86.437 x 38.375 t +C2+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C 2 +1 2 1 +C2+1 +C2+1 3 1+12+1 +C2 +1 2 1+C2 +1+ 2 +1 2 �� ONY LYNN 46,000 1 +C2 +1 +(2+1 3 1 +C2 +1 +t2+1 3 1 +X2+1 +t2+1 3 1 +X2+1 +X2+1 3 1+CZ +1 +C2 +1 3 1 +C3+1+C3+1 3 9°REF. X O X `� �� • UGENS�c <<c�'p'�� 50:828 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1+{2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +63+1+C3+1 3' * 84.000 1 +X2+1 +X2+1.3 9 +X2+1 +X2+1 3 1 +X3+1 +X3+1 3 1 +X3+1 +X3+1 3 1 +02 +1 +(2+1 3 1 +C2+1+C3+1 3 ' No.58 705 ' 66.0 63.000 1+t2 +1+C2 +1 1 +X3+1 +C2+1 3 1+C2+1+C2 +1 3 1+C2 +1+X2 +1 3 1 +C3+1 +C3+1 3- 1 +C3+1 +C3+1 3 1+C3+1 +C3+1 3 1 +p+1 +C3+1 4 1 +C3+1 +X3+1 4 1 +C3+1 +C2+1 3 1 +C4 +1 +C4+1 3 1 +C4 +1 +C4►1 4 MTG.RAIL" TYP. -_ 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 t� so. STA F !(� ' .X�'•. S �. AAICHORAGE SPACING, XOX 1l3- 9/&1/3 % F •., (OR1OP.•' ♦ ALUM. HORIZONTAL ROLLER WINDOW IMPACT ''sisZONAL E�c`�� JJ 10197117 E NOCHN GETHOSHEEr ,om,xcNNaoa, Noxows.FLaazra otav6 er�py9 0 ED9QlMIPTL7LiETT ElTI� +s rroo7rr iu FJC 4118107 C UP DATEiABLEASELECTVALUESDUFTOAMCMORCARAtA P.o.agx,aas NOKOI+�. R34Z?'4 1 7 rrlf111��ttt a�[,M:vY+ a�ln uses! xmgpNx E A LYNN Ma -LF.R. P.E Nrvto ;m 9 d 11 4927 -10 E p" am FX Olrtq 2 JA Otls %W ANCHOR QUANTMES XO & OX WINDI ANCHOR TYPE) & SUBSTRATE GLASS TYPES A B,G. 2.3, WOOD 2, CONC ZONES ZONES WINDOW SIZE W v F� � I � � a C. 37.000 x 38.376 48.000 60.826 54.000 M ODO 63.000 1 +C2+1 2 1 +C2+1 2 1+ 1 +C2 +1 3 1 +C2+1 3 1+ 1 +C2 +1 3 1 +C2+1 3 1+ 1 +C2+1 3 1 +C2+1 3 1+ 1 +C2+1 3 1 +C2+1 3 1+ 1 +C2+1 3 1 +C2+1 3 1+ 48.000 x 38.375 48.000 50.626 54.000 60.000 63.000 1 +C2+1 2 1 +C2+1 2 1+ 1 +C2+1 3 1 +C2+1 3 1+ 1+C2 +1 3 1 +C2+1 3 1+ 1 +C2 +1 3 1+02+1 3 1+ 1 +C3+1 3 1 +C2 +1 3 1+ 1 +C3+1 3 1 +C2+1 3 1+ 53.125 x 38.375 48.000 50.826 54.000 60.000 83.000 1 +C2+1 2 1 +C2+1 2 1+ 1 +C2+1 3 1 +C2+1 3 1+ 1 +C2+1 3 1 +C2 +1 3 1+ 1 +C3+1 3 1 +C2+1 3 1+ 1 +C3+1 4 1 +C2+1 3 1+ 1 +C3+1 4 1+C3 +1 3 1+ 60.000 x 38.375 48.00D 50 -M 64.000 60.000 4000 1+C2+1 3 1 +C2 +1 2 2+ 1 +C2 +1 3 1 +C2+1 3 2+ 1 +C3+1 3 1 +C2+1 3 2+ 1+C3 +1 4 1 +C2 +1 3 2+ 1+C3 +1 4 1 +C3+1 3 2 +1 1 +C3+1 4 1 +C3+1 3 2 +1 66.000 x 38.376 48.000 60.625 64.000 60.000 63.000 2 +C2+2 3 1 +C2+1 2 2+ 2+C2 +2 4 1 +C2 +1 3 2+ 2+C3+2 4 1 +C2 +1 3 2+1 2+C3+2 4 1 +C2+1 3 2+1 2 +C3+2 4 1+C3 +1 3 2+1 1 +C3+1 4 1 +C3+1 3 2 +1 74.000 x 38.375 48.000 60.626 54.000 60.000 63.000 2+C2+2 3 2 +C2+2 2 2 +1 2 +C3+2 4 2+C2+2 3 2 +1 2+C3+2 4 2 +C2+2 3 2 +1 2+C3+2 4 2 +C3+2 3 2 +1 2 +C3+2 4 1 1 +C3+1 3 2 +1 2 +C3 +2 4 1 1 +C3+1 3 2+1 d L may I III N0CHANMTM8MMT JA FA 8201 4qM? 1 I 0 C AWMIGCAFTOB'TE CNO.TABLEAT0488ELECTVALI FJC 2=0 I 3/4" MN. E.D. TYP. 2x WOOD NOTES: MIN. 3.4 KSI BUCK NOTE 3 1. FOR CONCRETE APPLICATIONS IN MIAAAI -DARE COUNTY, USE ONLY MAIN -DADE COUNTY APPROVED 114° ELCO �+ CONCRETE . 1 318" TAPCONS EMSEDED 1315° MIN. OR 114" SS4 CRETE -FLEX EMBEDED 1314" MIN- MINIMUM DISTANCE FROM MIX y • NOTE 1 ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 1xWOQD ' �•-• BUCK, 2. FOR WOOD APPLICATIONS IN MIAMI -DARE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4• SS4 CRETE -FLEX WITH NOTE 3 012 TRIMFIT HEAD. 11� 1/4' & WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 V2°. 1x NOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, MAX. MAX. SHIM H7 WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM CONCRETE BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ,RIRISDICTtoN. WOOD ANCHOR, ANCHOR NOTE 1 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083•T5 AND A MINIMUM DETAIL A NOTE 2 DETAIL. B OF 1/8" THICC. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE TYPICAL FLANGE FRAME HEAD SECTIONS WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2K WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114' MAX 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM 1° 1 MAX, SHIM I 1 1!4' MIN. t4' DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. r (1.6 KSI CMU) OR ' PER NOTE 1 • ' • (3j.4 KSI CONCRETE) WOOD `! ANCHOR OR NOTE 2 NOTE 1 u ; 13/4' � EXTERIOR INTERIOR I •, MIN. E.D (H & SRL DETAILS A, B, C, D, & H) .. .. TYP. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 —T INTERIOR SEE NAILIN INTERIOR DETAIL E DETAIL F (JAM DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR, NOTE 1 1!4" MAX. SHIM .� .'NOTE 1 I 1314' MIN. MR 3.4 KSI_/ E.D. TYP. CONCRETE WOOD DETAIL C BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 MAX. SHIMS SEE 1 MIN. NAILING DETAIL D; TYPICAL FLANGE FRAME SILL SECTIONS DETAIL H (HEAD) NAILING 131 DI A. MIN. x 21/2' NAIL AT CORNERS AND W O.C. TYPICAL DETAILS G, H & I. [•y »lt:�l��[Ci DETAIL G (SILL) DETAIL 1(JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS N o � I ALUM. HORIZONTAL ROLLER WINDOW NOKOMIS. PL3W4 i , BBtArf I 1�T0 I%!f 1 11 d 114127 -10 as Illllt /� NN N0.58705 =�o `►Id`s , ONl!AI1A o�`• A LYNN ittA PA P.E.# W a } : V MIAM 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 (NOA) www.miamidade s /pera/ -PGT Indust AO -1070 Technology Drive, North Venice, Fl. 34275 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 jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300M titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 140A 0 10- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. IAMWADE COtjNTY NOA No. 11-0922.01 Expiration Date: May Z6, 2016 Approval Date: December 08, 2011 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 64433 (samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05105111, all signed and sealed -by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.45) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and FBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10 -1070-8 issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and cpixing on 05/26/16. 4 Wel Perez, P.E. Product dejnAl Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E -1 SUITABLE FOR ALL LOCATIONS REQUIRING I NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS FIGURE 1: MULTIPLE VAM FC R VERTMAL U U MULLIONS SEE oEfA sH 0.8� %ESTSTS 2a 1 8 SSEWT 23 l 1 /8(£ DfifAR6 I HWImOMAL AD.tNJk FF------ ---- -- MULL 8H�T82;f MOM HORI20MAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD$ AND ARE TO BE DESIGNED BY OTHER. ARCHESTOSE WSCRBED OULA 2) THE TYPE AND NUMBER OF ANCHOR IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS RECTAN RECTA HAVE BEEN TESTED AS *FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALT. NOT HAVE A GAP OF MORE THAN IW FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WI NDLOAADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U18. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOW SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHER AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1 dEEDErAw A N 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 81gET ANCHORAGE FOR THE COMMON MULLION, SEE EXAMIPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNIT$ AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. FOR mm=NTAL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES} _ ZEE NAIL E. IALL SHEET 3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHER, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHOR SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENEsmylc .1 PRCF MAr ` S REFERENCE: TEST REPORTS: FTL -6443; ELCO ULTRACOWAGGRE- GATOR.NOA9; ANSIAF&PA NOS FOR WOOD CONSTRUCTION; ISISTAW BEE ADM.ALUMINUM DESIGN MANUAL MANUFACTURED s'pGT• 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -WACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT- APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHR. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: LLVAM I�— HORO- MULE)MM —•1 d Hima LU LL �r p FOR T S' �H �M' 1 / / LHJ� 1 L T-1 �. SINGLE MULLION SINGLE MULUON oPEMH W9 MUL FOR VERTICAL L OPEMNG * nR FCR VERTICAL MULL ", SEE CORRESMMG DET,%S FROM Rwm 1 move MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT M"- FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCr8 FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS - RECTANGULAR- OR `TRIMGULARffRAPEZO1QW. GENERAL NOTES«..........__. — 1 9BTRUCTWIL4 1 MLLL TO 2X WOOD 2 2 LL LLX & N � 2 MULLTOMASONRY 3 MULL TOSTEM STUD. 3 MULL TO MULL_.....- .._- .- ._ -._-3 ANCNORBPECS_ 3 ALTERNATATEpIPS —4 BAY MULL INSTALLATION -4 1 X 2 X.128 MULL SPECS_____ -6 I X 2X378MBA.LSPB0S - ._.._8 1 X 2.78 X 378 MILL SPEL9.__. -7 1 X 2.78 X 88 MULL SPECS- .«....8 1 X &128X AW MILL SPECK_... -9 1 X 4 X.128 NULL SPEW ...... -_-19 1X4XJMMULLSPECS - 11 128 X &189 X 288 WILL SPECS. -12 2 X 4 X 25 MULL SPECS. -13 2X 6X28 MULL SPOW 14 lie XI'll X.128MUU.SPECS.„.1s 3(M X 3JM BAY MULL SPECS.. -.--18 4W X &Z SAY MOLL SPECS. 17 WAMON & CLIP IXIMNSIONS. -» 18.10 EXAMPLES 1 & 2.....21 LCADNG EXAMPLES 22 t, @ �X 4) FIND THE CHOSEN MULLON% MULLION CAPACITY ILBS/FT'S FROM TABLES to THROUGH 13A, ON SHEETS 8 THROUGH 17 PROLH/CT REVISED RESPECTIVELY, USING THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING as 7fogwB1,BIo PIa1GIs VERTICALLY OR HORIZONTALLY} THE MUWQN CAPACITY (LBSWn OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE tk,dtd Cob No / NO REQUIREMENT 8.83/FTM FOR THE OPENING OBTAINED IN STEP 1) 4ou 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBSL THIS By VALUE REPRESENTS THE WINDL.OAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL Pro" MU41ON CAPACITY. .... `�� %,`(NN ......... 6) FROM THE ANCHOR CAPACITY ILBSO TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORMU LTMTE/ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. �� O� • F •. 7) IF THE MULLION CAPACI7Y&BS1FTPl OBTAINED IN THE TABLE IS HIGHER THIN THE DESIGN PRESSURE REQURREM EN T ILBS/FT°T y:��': No• 58T0`S - FOR THE OPENING, YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMULA° TO OBTAIN THE LOWER ANCHOR CAPACTY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE a 8) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL :�� ' F( . • MULLION CAPACITY 8J IS /FT9 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE �O,C ' •., FLORLQP '��` MULLED FENESTRATION PRODUCT ASSEMBLY. , FS ... (G 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. //A SIONN ��` A LY�iIdRNIILLl4i' P.E. FL P.E.# 5M DETAIL A. MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) �� /ggq MN SEE SHEETS IMMRH= LOCATIONS EDGE —.CE Eft wow SOREWS BrAMFOR ALL AQJLLIQNS 4. DETAIL 8: MULLION ATTACKED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) ANCFIDRB TYP. ANCHOR CONCRETE OR CM U WA BEE B EDGE DISTANCE 11348E 121 TM ANCHOR, TYP. ANCHOR TVP.ANMM PERSUBSTRATE, El. 11111 SUBSTRATE SEETABLESIS-14B SEE TABLES 18-100 SEE TABLES 1S-149 //—,EDGEOEM HWKSTRtp SEE TABLES AND E#A BuclaTTRIP 18.1BE ATTACHMENT BY OTHERS, symwjm SHEET I. SHMI. MN27KSlCOW4tETEORCMU SIDE VIEW FRONT VIEW PRODUCFREV= wvscomoyI*vfttfwFmft FRONT VIEW BumCgo INSTALLATION NOTE& 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR sTucco. Om&pw" _t%jillill I/J.- 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPIW—RENTATION Opt MY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A•D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. �z No. 58705 3) ANCHOR WAD TYPE MAY BE PANNEAD HEXHEAO OR FLATHEAD 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET OF 17, Id 5) FOR MASONRY APPLICATIONS IN MWA-DADE COUNTY. USE ONLY MIAMI•DADE COUNTyAppROVED P, Ft o R%O ELDO ULTRACON OR ELCO, 11,V S.S. AGGREGATOR MASONRY ANCHORS. .,/,; e . ..... Vol SIONA%- ol� A P.E. FL P.E.# U705 SIDE VIEW FMT--R- ISTAN)ARDON I OFFSET MULL CLIP MAY BE NSTALLW BY TM 121 TM ANCHOR, TYP. ANCHOR TVP.ANMM PERSUBSTRATE, El. 11111 SUBSTRATE SEETABLESIS-14B SEE TABLES 18-100 SEE TABLES 1S-149 //—,EDGEOEM HWKSTRtp SEE TABLES AND E#A BuclaTTRIP 18.1BE ATTACHMENT BY OTHERS, symwjm SHEET I. SHMI. MN27KSlCOW4tETEORCMU SIDE VIEW FRONT VIEW PRODUCFREV= wvscomoyI*vfttfwFmft FRONT VIEW BumCgo INSTALLATION NOTE& 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR sTucco. Om&pw" _t%jillill I/J.- 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPIW—RENTATION Opt MY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A•D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. �z No. 58705 3) ANCHOR WAD TYPE MAY BE PANNEAD HEXHEAO OR FLATHEAD 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET OF 17, Id 5) FOR MASONRY APPLICATIONS IN MWA-DADE COUNTY. USE ONLY MIAMI•DADE COUNTyAppROVED P, Ft o R%O ELDO ULTRACON OR ELCO, 11,V S.S. AGGREGATOR MASONRY ANCHORS. .,/,; e . ..... Vol SIONA%- ol� A P.E. FL P.E.# U705 DETAIL C. MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) a EXTERIOR TYP.ANCMR AND MN 2J 10 CONCRETE OR CMO FRONT VIEW TYP.ANCHOR vm S77B81RA SM TABLM 11 SEE TI MN IMM CONCRETE ORCM 1940B SIDE VIEW MTALLATION NOTES- 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PATNHEAD, HEXHEAD OR FLATHEAD. a) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET S 5) FOR MASONRY APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELCO ULTRACON OR ELCO 1W S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: t�►HL MULLION TO MULLION INTERSECTION LIP =- 1) MAY BE INSTALLED IN'TEe OR 'CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. S) SEE U•CLIP DRAWINGS, SHEETS 18.20 FOR CORRESPONDING MULLION. r -A EXTERIOR \ Y SM $ HEFTS W-2D FOR HOLE LOCATIONS EDSE DWANCE BFE TABLPB 18-168 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH TYP. ANCMM FOR STEEL 8n= THNIO:R THAN NOTES: 1) FOR 2X WOOD - BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 617, FOR OUANITFYOF SCREWS. SIDE VIEW X� °c gCL PRODUCTRBVIM � GYM$ w18t616FEa�i By P7m VCFJ•1S& • �: No. SS705 a wZ &ION�6A A. LAs�� YNN IMLLP.E. FL P.E.# 6S705 DETAIL F: FIELD - MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A£. STS 2 AND FOR INSTALLATION TO span C SUBSTPATES. SIDE VIEW SHoVm WRTI1•Xcx.12r MULL= NOTES FOR OYSTALLATION OPTIONS F. 1) DETAIL 18 NOT APPLICABLE FOR THE BAY OR 1.28" X 211• X.128• MULLION. 2) SEE TABLES 18-108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X8 CUP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G. ANGLE MULLION CLIP (ANGLE CLIP) O O O O TOP VIEW DETAIL H• SAY MULLION INSTALLATION (ANGLE CLIP) akv.li �7ft-� EXTERIOR 138 SAYMULI. Eat /✓% INTOWOOD. EXTERIOR MU exrep �A� @"_ 4 >'CodawUhQleFlmidR WT0VA OD.STEEI.. ALUM. f.' M M MASONRY 1 O D>sTANCE 4,m MR BEM %III( NOTES FOR INSTALLATION OPTION Q 8 H 1) USE 2 ANGLE CUPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. � �; '•, 7>C IL G: SEE TABLES 18.118 FOR ANCHOR QUANTITIES AND SHEETS 18-0 FOR HOLE = 587 �T H.. 0:_ a 3) DETAIL H: SEE TABLES 128 OR 133 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. _ �A . 1) 'u iiO� • pc R pV..; 0 I'll a LTNi� MILL ER P.E. FL P.E.# WM TABLE 9A WTE- FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2 FIGURE 3: as coMaft wlt46so 1 SEE SHEETS 2.4 FOR GENERAL 94STALLATION METHODS. —.j 1.00(r ANGLE CLIP MUST BE USED IN PAM. FIGURE 4: FIGURE 8: FIGURE 8: TABLE NOTES: =ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE >i 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. as coMaft wlt46so 1 SEE SHEETS 2.4 FOR GENERAL 94STALLATION METHODS. —.j 1.00(r II 1�8 Code 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.2(X ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN BY 2.0 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. )V A 1 y y t 1 I N 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK I L .128' �� .(L �� ii � ............... CASE l�; UNIT (CMU) SHALL CONFORM TO ASTM C-9Q WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. F �` �:' '•• ALUMINUM 3 HALL. BE BQ83d8 AND BE A MINIMUM OF.12S THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK GAUGE). STRUCTURAL � * 68705 (18 STEEL TO BE AT V X 2' X .12V MULLION LEAST . 128' THICK AND A31L ALL ANCHORS ONTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL : Plo. = — n = r %OST F FLORVID �'11,,SIONA� ' A L& (dhll' k , P.E. FL P.E.# 88M I TABLE 2A 601n In Ta in - BD Ia - 90 N 1 10013 1 = In 140 in lot" Tww%mg, R TaONTd— I Root MWW I Tmp M-4. R -Wr4daz TMWMM& I Ram TmWftM RmtwZdw Tmwnswg. ReaIm411AU Tmpllan0. RealmEWm T18WiAm11 Rmtengl4m TMWTd 1 %� %.315' ILaatlb� Loaft L-ft Lomb Loafg Waalt�y Loo Loam Loafing Lwxft I... L08®19 L000bg Ln3Wa0 Loedln3 Loewthg ng, Loemrg s ' " Al1aR. TW1e. _ pg gg Lip}• 'IpR} Tl�ll � 8 � O 6� � - �� g 68 O � Ili 11 11111111111 S II ArdwrCUppe " I Ae hWT pq 3t18• Mw Ut e = I yr Ema UbwM l i mp l 8H3• E1W LRM= I ur E1**U alven I ur >Gg Elool arRr E400 l tir e3 Etoo1 010 s1a� I sla stmt l rt38kN l NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1• FIGURE 2: �-o • . F ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 8: • O TABLE NOTES: --- vRl•~ I T AWNL I MCa11 rUKMULA: (DP )X/..ORC ANCHOR CAP.— MULLXN O\e 116E THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. 6m! 11111 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. ACB 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000• I - 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 111 I I t I! r ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-M. zow 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED .376' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE- TREATED Z7 iC No. 68705 YELLOW SOUTHERN PINE WITH AN 80 OF 0.66. ALUMINUM SHALL BE 6003-TS AND BE A MINIMUM OF .126• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT 11 X 2X376° MULLION LEAST .126• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL P ' ST�1[!: �iO'��'•• fi(OR�OP ••'(9 � /'0NAL A. LYNN NALL�P, P.E. FL P.E.# 68705 TABLE 3A Million Cappelly TebM Opening Width (fbrret6lrelYepel9dllg MUMOMM) or Opening HetgM(fmlrorizode*sparWrtg moons) N to N In 70 01 D In 9010 '100 b ta91n 140 In 78001 1 X 2.75 X °f T 6 Leaft ftaftrow LoeQ1q T1BpIi1Uaolg 4ovDnD ftdwvAw I TmNT TmpITDm p Poaei Im 1'aw a 0. 11 n TmWwAm neaerydar TmpRBaop. ,378 AGtm. L� _ tm" Wom Los" L-ft LOa15no touft Loaft twit Low" toa9no Losev I=" Men h fill, fill, 11 a fill, 11 h 11111 fill, fill, fill, I I I I h I a 4261 170.0 520 170.0 430 170.0 7" 170.0 478 170.0 1 BBB Tmo DOB 170.0 982 17x0 818 flab 1118 170.0 621 Imal 7240 170.0 1 am 1487 1801 17&0 I 821 IVA 1501 17x0 821 111.6 1501 170.0 on 46b 170.0 TO9 17&0 824 17D.0 BN 170.0 W4 170.0 W Inc We 17x0 1135 170.0 D1 161.8 1198 170.0 o 1159 tree 880 119.9 1139 170.0 880 079 1139 770,0 910 8&4 1188 170.0 No 80m In Ire 0 747 170.0 IN INC an 170,a 631 1079 1092 170.0 884 146.8 1032 170.0 729 1309 1032 170.0 747 117.4 1092 IMI 758 97.0 1002 1700 768 89.0 'I= 170.0 7N 73.4 1082 170.0 6910 770.0 797' 17&0 812 181.9 0W 170.0 881 1382 907 181,7 790 120,8 807 1828 7� 1W,8 807 14&0 714 969 907 141.1 710 80.8 907 140.0 708 Sal 907 140.0 708 80.8 for 140.0 6010 141.1 786 1619 B2N 117.6 796 f9a3 811 10&8 786 7140 BBR 796 108.2 860 78.4 796 96.8 80.4 709 798 88.1 678 688 796 91.8 674 60.4 7M 919 W4 44.1 798 91.8 190.0 5r0 101.0 QN 111.6 w 57.0 888 88.11 647 78.2 we 80.1 638 07.7 888 B&9 N1 D.9 886 794 US 60.8 888 76.8 621 45.5 W Me 021 881 ON 76.0 ]474 ' BW 1124 622 889 897 98.7 611 76.7 8W 86.0. 601 882 D7 '"1 4W a s 807 71.5 488 680 807 079 461 4" 807 884 478 87.9 BW 627 474 93.1 657 827 610 86.8' 443 B&0 810 79.0 494 883 t0 80.9 810 W.9 H9 46.4 510 628 N3 409 810 SU 408 34.0 510 489 402 282 610 44.4 See 26.8 610 40.5 0.88 726 q00 879 468 81.7 992 409 4N 64.1 468 488 378 389 4N 44.8 W3 54.7 456 41.6 8N 288 4N 87.7 984 249. 4N 980 SN 21.7 4N N.7 .1.18N .4.2 40.6 WA N1 N.6 496 6&B W3 0.69 436 49.8 496 M.7 3D 3&7 AIN 40.9' IN 921 436 381 951 289 498 64.4 904 229 438 =SU 341 Mat 4N 322 SID Dln 41.8 921 421 2D 849 321 30.4 286 20.0 327 319 927 NA 276 232 927 287 211 209 927 28.7 2N 17.4 327 21.0 m N9 927 t99 N81 94.4 287 384 MY 287 287 289 282 249 2W 26.0 t4Z61.0 2W 2&1 2M 16.1 2W 2" Me fls 2W iB9 297 14.4 287 10861 TI.T 20.2 227 2.8 101 17.8 227 180 780 198 2W 1&0 Me 218 18.8 12061 179 184 17.9 187 TABLE � ANCHOR CAPACITY ADJI18TMENT FORMULA Anchor CapeaBy Tmfle (Ibs) 61Dmlmi6 211 3Aow . HOUR cmu FMeDCMIJ PTvhoO (DP.,,)X -� -ANCHORCAP.- ANCHOR M7--::)/ MULLION AnalarClpPeMBrr® ' 0°T- ��teao1°�0 MOO 61 3/18'BMOIJSmam vaemollaeaan tu• t s ww Qi78' wee tu• 88 8ko MO Shid 612IRW #12 Beet A> w Il8lmon Aassftar Gamine) Omer(OBftwon USE THIS FORMULA TO OBTAIN THE 'ANCHOR BDBe else ftl 2-trr r 2-arr $•v7 r 2-117 r 2.1rr r ave• r 0.49• 0.64• 0924• CAPACITY REQUIRED• CORRESPONDING TO AN EelbeDalmd 1.71x' 1af4' tau• 14W r t-V4• I4/.! t -tid• 1 -u0.• t -v0.• 4'V4° r 1-8W' 1.975' (me note 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 A-nDhM 6476• 0.G / or o f60112ip (Fyt. Nb ma N6 W4 40.08. on em 1644 Um 270IJ. 280 bs - 966 D3 7401.4 4N 8848. 1182019 W-00 -4wv-A -4 v-A an um OPENING. WHEN IT IS LOWER THAN THE MULLION 4AOOhow M 1.16' mm O.C. / swe"4 for 02" Cap 0'q. 2): 4D me 700 Us -SW-M-S WA WA WA WA mum WA WA Mk WA WA -SW-M- 84015 1120 818 CAPACITY (FROM THE TABLE) OF THE SELECTED a AOailmerlp8'Mkt O.G!(2)2asA019a COpallF799k 7808. 78D me BD US INDUS 18Nma 610Um 6800. WA 7D 50 9Nbs Mo. 2984 US WIS Bopom 11200. MULLION. R WILL YIELD A MINIMUM ANCHOR 2Apo6me ®OA5• Mk4 GG / UCBp, k 1/8• ABm. ft,* WA WA iu WA WA WA WA WA WA WA WA WA WA WA 71815 CAPACITY WHICH MAY BE USED TO CA ALLIFY 1 Amlmll �P - - 1961.8 te616e 426 me 446 me B� W3 1968 WOIS 177 M8 9700. 290. me SS2 bs BBi me 153168 210Iba 2N W0. ADDITIONAL ANCHOR OPTIONS FROM THE 2Atm6aa 1.18 Mkt O.G/Fptp 240IS 9DOM WA WA WA I9A 1D 9l8 WA WA WA WA 328®0. 420 me NOOm ANCHOR CAPACITY TABLE. NATF•FAD TUeneme:ri..ro ne�M,...,�.........__.�__. __.___.�.__.____ -___ .-• .......... r..,...,..,......r vn -. ro 1= 0livvur ULW. uIVULLU VALUES AKE USED IN THE EXAMPLE ON SHEET 21. URE 1 • FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6 FIGURE @ TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1B•20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.96. ALUMINUM SHALL BE 8063•T5 AND BE A MINIMUM OF.126• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. %211/ i i i i i i 1111//% 12! aw eavoyhlg with am FIOrMa Bafteaft A- p- 16 BY Plodiml 11411111/ \ * ' N0.58705 O N' w� '1. NA1 00 A. LYrI(dJ M(L'LER, P.E. FL P.E.# 68706 TABLE M MOIbn CoNeW Table PaR6 - 0 FIGURE 2: Opening WIM(r&rvadcaUYl9palmin mu®ore)orOpen ft* Hatgbt(for hoftonma*sper3drg"Aom) ANo ]� 7 e7 /1/111717 t so In BDN 701a IoM 00m I 100In 12D In to to 10061 AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 1 712761[ \�` Tom' ftcwo ia7 Tie(ardmg _= * N0.58705 Treprdan& ANGLE CLIP MUST BE USED IN PAHM Tmwr& q. TmplUN& FIGURE 4: Tmp1G Reoteryu� Ta0t7aaW. ReOfanputm TO�ifaag. .880 Afam. LOMB 9 Loire i�� •. . • L-ft Leaft uaft Lmft L-ft 1-ft L-lov L.a6g Loft ue" ImINn2 Loamry7 LoWOp T"o FL P.E.# 58785 I fill, I I h 1 11 1 h I h al" 170.0 sm 170.0 434 170.0 1 744 170.0 478 170.0 m 170.0 BOB 17&0 002 97 &0 610 110 1116 170.0 021 170.0 1240 170.0 621 170.0 1488 170.0 Ul 188:7 IUD 17U &21 MS 1840 170.0 NJ 4Bin 20 708 17&0 624 170.0 BW 170.0 880 170.0 892 170.0 680 170.0 1959 170.0 681 17&0 1216 170.0 m7 170.0 1417 17&0. M 141.7 1417 170.0 BBO 121.5 1417 17&0 690 1003 1417. 97 &0 680 fi625In 17&0 717 17&0 8&1 1740 886 170.0 631 1740 1098 170.0 6B4 170.0 1125 Mo 725 Is" 1288 17&0 747 45.9 1.168 178.0 768 121.9 1238 170.0 748 100.6 1269 170.0 948 81.0. 1286 17&0 788 4461 170.0 787 1700 612 970.0 as 170.0 681 17&0 1118 17&0 760 16&7 1190 17&0 603 153:8 1190 170.0 &97 120.6 1190 77&0 BE 10&6 113D 170.0 6B7 $&I 1190 77&0 881 76.9 1190 770.0 681 0010 17&0 00 17&0 701 146.8 016 9825 761 125,6 BIB 144.5 748 70&8 978 182.3 788 07.0 SIB 125.0 726 87.0 SIB 11&8 720 792 810 114.4 716 626 016 114.4 718 60.9 870 I'M 7I6 8944 181.8 89D 1819 710 178.6 B80 18&0 891 1 .6 830 12&2 881 01.8 890 1122 WO 84.4 890 1049 682 75.9 890 80.4 BOB 08.9 880 00.6 040 OU ON 00.1 640 47.4 880 00.1 80 OBh 1921 767 140.0 640 110.0 787 118.8 838 949 787 10&8 824 SU 7R . a &1 ON 79.4 767 B&1 008 me 767 842 250 25.0 767 78.0 693 472 787 782 ON 419 787 7&2 081 ea 72tn 101.7 688 IOU 664 au Gas 81.0 440 n7 on 80.1 No 69.8 89B n2 821 Ks &98 a" 640 w9 ea8 84,9 Gas 424 638 672 600 96.5 630 0 59 497 919 ese 252 497 7810. 88.8 671 BD.4 498 719 671 76,8 40 07./ 470 60.1 671 00.0 471 449 877 25.6 484 49.2 FM 61.6 480 25.0 ON 17.0 461 80.8 671 ' 449 447 27.0 871 44.5 40 MI 60.0 602 63.4 0.74 6 &7 6C1 70.0 40 WI 642 B2t 40 6&0 642 66.7 40 44.4 89'1 51.0- 442 • 0.0 O42 47.5 4S7 99.9 BQ 47.9 40 tie SU 4&6 426 2&0 � 80 40.1 M WIn 821 467 88.7 381 414 107 25.4 3W 372 407 39A 949 57.6 407 36.3 30 2&0 407 82.1 838 209 407 28.6 934 21.7 OF 2&1 977 1 &e 407 24.1 9?a 1 &9 407 23.0 910 BBb 428 -14-1 320. 368 366 872 314 25.7 360 824 925 269 366 M 904 2 &B 388 28.1 250 21.6 35B 24.0'1 208 179 $68 21.0 = 18.3 258 78.2 2% 10860 50.1 1 283 ame 225 26.1 283 2&9 251 21.5 288 226 207 - 1 &B 2B8 18.9 204 10.7 283 1 &C 240 9 &1 253 t&6 237 111 in 17.8 2W 2&3 20 28.1 287 29.8 7d9 1&6 287 20.8 28B 17.5 257 18.3 291 %4 287 Io.5 229 120 [n 220 224 229 208 16.9 220 109 206 1 &7 229 102 100 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA* AtWhor Capae67 Table (9) ANCHOR CAP.,®,,, Su6etmft 278 Calmm9a &Bk Cora u FEW CMU P'f W.d meml �) X 'ANCHOR CAP.,, MULLION CAP.„m,,,,.� Anotmr 9118• �OU6mmr V6' Bw uft aemn &W SW 31r (900 ummm 1t? Elao U6eaon Ifs• 80 Elm amr 1600 IW SS Elan a1081ed 61281.1 6128189 AnctIOrCUpPa06ms ufta Ammar tAba ASWeWw SCIM(65) SMW(SS SOMMM USE THIS FORMULA TO OBTAIN THE'ANCHOR Edpvwm pnl 2.1w r ear 9•IIa r zur r 2•17 7 3.718• r &4r 0.6P EU CAPACITY REQUIRED` CORRESPONDING TO AN Embeamm8 6n I-w 14C Ilw r 1 -It1• 1 -Im lac 1.114• I -Iw 1.114• r 1.Y8 1 &®° note ACTUAL PRESSURE REQUIREMENT FOR THE 2 �4,7V Aft 0. t or 121P 1 990 - I 4W ma 8901. 18440. 2708. 25ome 96400.. 740.0. 0.089. WM 11627. 9251. 425 ma 6BOme OPENING, WHEN IT IS LOWER THAN THE MULLM 4 AMb=01.18• min. O.C.! SMnftd (O7 OMWJ COP ft. Mon WA WA O9A K% w0m WA WA WA 89A WA 862110. lines CAPACITY (FROM THE TABLE) OF THE SELECTED aAnO6ms0.9smho .0.rp12raAn9el7pel(FIS S) I- seDme t4WOr lase me B0.ma Mme WA 760 89Bms 8.50.0. 2844 ma 664 ma 11200. MULLION.IT WILL YIELDAMINIMUMANCHOR MWA 2 Am6om 0 0.4V IMbr.O:C I UCCA 600118'AhM ft WA WA WA WA PBA WA WA WA WA IeA 71B m e CAPACITY WFICH MAY BE USED TO'QllA1.IFY MIA 01 9e8 me 2257. 446 me BT1 be 138 me 140 ma m ms ADDITIONAL ANCHOR OPTIONS FROM THE �WA 2Anohma 8I.IV W& 0.OJ F ( p ft 6): WA WA WA WA 190 ma WA WA WA 325 ma 420 ma 4 60 m6 ANCHOR CAPACITY TABLE. •- • -• • - ,..� ... �.�. v.ar, we , nc - r UnWK MI 0 MM AFW ANWIVK VALUF_ti AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. P20DUCr/tEV4411D ds amnplyh%wnhtlm Plod* 13( FIGURE 1: FIGURE 3- 0 FIGURE 2: TAM N(TES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1.000° ANo ]� 7 e7 /1/111717 t 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1 6-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED 2380° � : ' L LGENSF' •, F)7 � L • • AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. \�` _= * N0.58705 ANGLE CLIP MUST BE USED IN PAHM 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED FIGURE 4: FIGURE 5: FIGURE S. CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-91). WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 806346 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT LEAST.125'THICKAN D A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1• X 2.76• X AW MIAUON i�� •. . • . • THE 'OA%ORIOP NAL �,, A. �Q MILLEAR, P FL P.E.# 58785 TABLE SA IMuQIon Caplaft Table 27h Dorado Open6lgWMih(for-ocelyspemtn 7N MN muoom)oromft McI0b1 (fD1'Iro IT•sparedngmumom) 50N soN 80In IODIn win 140N 1MN 1 °x3.121° uaft TWOTTdfts I•ae0A9 I-mtp Ta o7ft's Looft ROQWAguffi LOm TreAVrBanp, Rte TrapJlMang. 1• AROT M Loa W Lal 11mplr4 4 � R4aatgder Looft Ta *Tft@, 1� R Get I TWI is L-ft MmUmft I.-" I Tra#Tdw9-. Lwft Tube Mug z 1,111111TIII Doc X320 E tsra• tarr III 11 hill 111 if 111 111 $4w 1111111 a tare !1111 Oreanam 2 Avehm a Ur 8416. a / Btergr d Cop ft I 11 1111, 49000 11111 1 me if 11 ] 740 ma 7 1111111,111111 1182 WS 90.00 00 4Anehwa i�t18 t8&O.a /Star�aC9p (rtp.2j 42N 170.0 820 77X0 49$ 17&0 744 1TOA 478 9740 888 1740 806 17&0 S7 170,0 618 17&0 1118 170.0 821 17X0 1249 IMO. 621 170.0 14M 17&0 S1 170.0 1795 +70.0 621 1844 1802 17&0 821 WA a n '17.0 708 170.0 824 Inc 880 170.0 sm 170.0 992 140 em 17.0 1133 IMO 881 1740 1279 1700 Wr I40 1417 MO 880 187.7 1677 IMO 880 Ism 1877 I&0 880 199.2 1877 IMO SS WA 50.018N 170.0 747 Tl0.0 689 170.0 888 170.0 931 170' 1008 170.0 W4 1740 1189 170.0 723 I40 1348 IMO 747 170.0 1494 t7M0 750 141.7 1486 170.0 788 121.8 1495 17.0 750 10&9 1408 170.0 750 54In 170A 767 17.D 012 170.0 90. 170.0 891 170.0 11+8 17.0 784 17.0 1278 170.0 809 10&1 14M 170.0 8V 148.8 1401 IMO 850 12U 14M 170.0 881 10&8 1491 17.0 881 8&4 1401 170.0 ss1 SN 1740 049 170.0 701 17X0 1089 170.0 797 149,3 1/68 17&0 87 13fl7 1149 187.0 028 12U 1168 IOU 8I 111.0 1188 149.7 810 82.6 170. we 903 79.3 1158 1448 909 814 1150 1440 003 { 83N 170.0 880 17,0 748 150.8 1009 170.0 BBD 137.0 1008 IMS 880 1118 1049 14L7 846 10&6 100 Inc 098 emo 1049 1256 IM X9 1009 1t" 620 508 1049 ISO 819 MA 1049 11 &8 s18 f0 so n 1848 m IMO 789 1310 849 1SL3 804 119-1 M 139.7 750 104,2 M iMA 778 OOA US 112.6 789 s&4 850 1014 757 8 &6 886 98.8 749 MG M 9&7 745 82.1 M 8&7 749 35 72N 720,8 130.9 s97 107.0 881 114.9 SM 91.8 808 101.1 O70 8X9 90s 812 889 7/A s09 830 848 842 493 78.8 842 all 803 722 an 4&8 849 8&8 SM 4&1 809 s &7 817 7N 10&2 721 1101 829 81.0 721 87.0 818 7fl0 721 8&1 00 89.3 721 7" M6 GM7 721 7&1 688 54A 721 854 87 4" 721 50.4 SM 98.0 721 as am s4.1 721 S&1 as 78 N 101.0 ON 105,4 M4 S.4 650 722 04 7&4 878 S.1 880 70.4 887 0..1 084 04A 888 =5 SN - 0..9 501 421 1814 641 841 39.1 804 61.3 638 31.6 0.4 Me 0.4 win G&S 614 8.9145 914 93 408 47.0 Ste 600 440 4L1 614 440 4W S &S 814 49.8 4 914 78 421 27.4 sm 330 412 238 814 1M4 400 50.8 619 7&0 409 M N SU 452 0..7 $M2.2 40. 47.0 - 398 3&7 452 40.9 390 S&O 452 S&4 884 3&1 462 =9 878 27.1 462 90.9 878 220 40. 280 385 1&4 40. 242 as 149 40. 228 950 1MN 88.1 3w S&8 W 52.7 SI 272 397 28.4 312 ZL8 337 262 908 - 21.1 96/ 227 909 1 &0. SU 10.1 250 18.8 337 1&0 289 138 0.7 tfl2 �7 .11.8 937 980 289 111 N 95,1 MS 3837 90. 8X1 901 7.0 998 50.1 298 21.9 888 78.1 - 502 10.6 888 28 2S 17.8 90. 1 &0 204 140 839 tfl6 278 120 Min 77.7 788 782 219 23.7 M' +837 2S 2D,5 508 97.8 2S 7&1. 20. 180 20. IU 248 1 &9 2S 14.8' 248 itA 20. 128 240 &8 20. 110 288 fl7 280 1 144 70. OD An cf ror Capa ft Table (Ore) 27h Dorado 3Ak CaM.1 Holowcmtj FOWCWJ PT 50000 New AmhorTM& Atldmt Clp P9•TBm3 3118• flm0A8a m AAq• Ebo uw m &18• EIm OmmaO 3r10 EI. M eoat IM On Ut �m 111 86 Elm AWra8at4A 8MS• Em0 1MMM Vr SB Om AppaGata 810 MW SorewW 012 atom Saew(U09 612 ated awm(GR � Mk 1• 2-Wr v 1 2IP 3.1f8' t' 24W 2172' r 3.118' z M48• Doc X320 E tsra• tarr 1,9r 1SF4° 2 alrr our alrr $4w 1 -0/4• a tare 9.918 Oreanam 2 Avehm a Ur 8416. a / Btergr d Cop ft I s90o0 39060 49000 S0 me 1 me 270 m5 280 740 ma 4M 60 MOWS 1182 WS 90.00 00 00 4Anehwa i�t18 t8&O.a /Star�aC9p (rtp.2j 4S ms 700166 WA WA WA WA SSme WA WA WA WA Mum/ soma 1120 Re 4Andlme ®9.6mn.aG /(2J 2aSArglel'910ffa s)c 780 me 70.me eMm3 16Mme .WHO 640103 680013 j.A MIbs 638 me 0.o an 2284 me Wm/ ewm/ /12050 3Awhm ® 0.48' WM O.Q! t;- P 44640 AGm ft 4): WA WA WA WA WA WA WA WA WA WA WA WA WA 1074 ma 1 Mdtml F- O,WpBj 18850 10.03 r26 014 449 me 82206 18509 14903 _. alma 28400 99290 0.100 10.00 21080 20. me 2An0 , t1S'tdN.0.Gl F- Wpftai NOTE FAR TMF AFFRFT rtr to t A41e 1'ue QsSIC 24009 •.,n..,.,e 9fi6m3 ne,�.� .... b0. ......................�.. WA ,WA . WA 10.06 WA I WA I WA WA 828 ma 420 MS I 0.000 FIGURE 1: FIGURE 2: � 0 11 T-0--161 � Iw 1111 FGURE* Maud IF MUST EE USED IN PAID. FIGURE 4: FIGURE 8: FIGURE 8: r m S WuFARD UK-. ANCHOR CAPACITY ADJUST DENT FORMULA. (ANCHOR CAP.•„ (� )X`MULLIONCAP.,p,_) ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL VIEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METH. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6D63-75 AND BE A MINIMUM O° .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .121• THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. S= F+9.000'•G Ae qu, Pt1 >k No. 58705 '•O�'• a 30 IF 41, 1 "X3.12rX.rMULLI0N STA (1• VF MULLION) %O�C(.S •. FCOfr�P•'�(9 ` ",7;9 /ONAX- ,Z`• A. LYNN ku.EI` I; P.E. FL P.E.0 58705 TABLE (#1 M8IOon Capacay Table OPeningWdthCorv8r6cH epsmdtgmOoB) orOpentngHatght (fortwmma*aPamdngrrvAcm) 600 so in 700 800 BON 100 in 12D In 14o In noon 1 x4X.126 ft TCMVRW34 0 RwWvAw Loamg I Tm#nivm. Loed40. ftwlmlpNer Leulk9 Tre0lnbag. Le6�1g Red8mft LAB T TntplmeBO. -ft' Tem/fdmg. - Tmonw& lteW*m 6;eofmlgitlW TiaWMm•• AkmTuW 8 I.m L-ft Loft Lwft Loading Los** L-ft L6ebkp 420 1MO sm 170.0 4W 1m0 744 170A 478 imo 888 170.0 Me 17M0 BM mol 81e IMQ 1118 1700 821 imo 1240 170.0 1 821 imo 1498 Imo 1 821 941L8 1488 9740 821 127.8 1488 imo 621 400 7m0 TOB 1m0 821 Imo 8N tme ON 170.0 002 170.0 MD 1m0 1188 170.0 Mt 170.0 W7 1588 1908 MO MO 130.3 ISW tm0 MO 111.7 1202 imo 9m W.7 1302 imo MO 50.8MN 1m0 747 170.0 602 1740 888 170.0 631 Imo 1048 170.0 684 170.0 1102 Mo 728 Imo 747 140.5 I2M imo 756 117.1 '1116 I 788 100.4 125 imo 760 W8 1298 I= 768 •iN Imo TW rroo s1z Imo 933 Imo Mt tmo 1I9e 9790 764 1814 II68 tmo Imo eW 12366 118E imo BM tone 1102 021 022 1102 tmo Mt n2 1102 Imo 881 M N Imo Ms 170.0 701 186.7 1042 170.0 787 142.0 1042 181.1 892 1,5.1 1042 i4&T 818 rIM0 r1213 15.0 801 100.0 We I"= 781 6364 1042 782 71.8 9042 15.1 782 gas 1042 15.1 782 MN 8m Im0 746 151.2 082 1M.8 818 128.0 022 bW.4 7M' 118.4 OM 131.0 702 121.4. 7M 50.7 982 MA 758 780 022 748 04.8 882 100.0 744 68.7 992 tM.O 743 MN 18&4 Bq 170.0 780 1978 047 14&0 7M 11 &1- 847 13MS 7M 108.0 947 117.7 7R 109.7 702 847 947 1022 7Tr M8 847 719 02.1 W SO 711 �SU 947 02.0 720 19&B 840 142,7 787 198.2 843 121.8` 722 W.0 m Ims 7M SCO 849 NA - 802 68.7 BM W.0 649 847 876 B&B 848 869 480 843 728 022 42A 848 724 021 780 1158. 702 120.7 802 02.9 787 10x8 022 SSA 783 800 840. 722 782 MO Me 842 782 74.2 Bm W.8 702 M2 818 4&1 782 862 41.8 7M SLO 6W 30.1 7M 68.4 dM 7810 108.9 724 111.0 0446 Sao _ 714 948. 829 m8 724 Bab BM 8&6 724 740 MS 68.4 724 8&1 801 &1.4 724 M4 602 40.6 724 W.3 573 9&2 724 64,5 027 33A 724 646 602 , mN 80.8 !023 718 489 6 &0 849" 02.7 474 49.7 648 Me 402 43.8 548 47.1 402 M.0 543 428 432 34.5 30.1 19.6 449 2&0 848 340 402 248 60.4 92.9 Om 21.7 843 80.7 428 M N W.S 478 028 427 47.8 478 49] 490 40.8 478 492 412 368 478 58 400 318 478 84.8 400 26.7 478 32-0 Me 2&B 478 2&7 eM 20.8 478 %.8 380 178 478 24.2 378 102 0 408 871 41.1 841 338 377 848 35 708 977 m.0 50 2&2 877 2&8 95 21,4 377 24,0 321 , 20.1 377 MO 317 lab 3T7 I &0 310 tA4 377 17.1 304 1110 87.1 3W W.8 329 50.9 M 318 316 245 387 27.8 313 28.2 3W 24A SM 8).8 SW Tao 302 188 3W 20.1 301 164 3W 17.4 024 1m N 10.8 302 02.8 279 24.6 808 261 274 21.0 800 21.7 270 188 302 10.2 297 188 SOB 173 202 1N N 17.0 212 172 iM TABLE OB ANCHOR, ADJUSTMENT FORMULA: A719horCaPeoUy Table (018) (ANCHOR CAP.,,n,,. aTk CallmaN 3.6k HOBOe p1Nl Filed CMU PTwdw Mem1 -(_ ) X -ANCHOR CAP._ `MULLION CAP.,,,,,„,. AWWT7pe: 3/18' Bw abaom MMM amr O00 MW BOO tMmoen i /4• ENo Npmamt 'U4' 88 End bne• ENO 914' SS Ebo 610 Ebel 6128t d 612 8teai USE THIS FORMULA TO OBTAIN THE AI4CHOR And1WCLipPettem9 Lmmm USETHI FOR LATO013T INTHE"ANCHOR Air 194)041 A Sctm((m 86146(80) S4m6(15) U AN Wetenm r 21/2' z -Irt 3a4f r 2-912 r 2-142" r 9-Iff T kI14" 0.46' 0.60 a" ACTUAL PRESSURE REQUIREMENT FOR THE 1374' I3f4• r 1-114' 2-114• 1v4' l v0.• 1-1tT 1.9/4' r tSfB' 1318' (sae note 4) OPENING, WHEN IT 16 LOWER THAN THE MULLION (R91 or 3M I m 3N 029 Ne Is" 2-B 77o 6m 260 m m2- 740 n6 402 me M4 60. 1102 W = on 429939 s CAPACITY (FROM THE TAB OF THE SELECTED -IWW 4A6oh=Q,Llrhft O.C- t8tentlsa100p6%4 Sk 7096 7N 9e 14tO m8 9622-9 WA NO n0. WA BS we WA sN its WA M2b9 84096 112006 MULLION. IT WILL YIELD A MINIMUM ANCHOR 8 Awi3461)$1.18'86a O:Q /SIMtle01Iffi fly. dk M0ae iM 6• WA WA WA Mae WA WA NfA WA WA 138496 I=ls 22401b6 CAPACITY WHICH MAY BE USED TO OUAUFY 4An61ro• ®3•:4hOC t (2)216 Aaie pie ffl 6 7m ms 7N me 1780118 328896 6m9• 602 96 702 98 UN m6 028 96 I3M ne 296496 on -m02096 1102 99 ADDITIONAL ANCHOR OPTIONS FROM THE BAnd1019�9"4n1. O.C./ 7x6 A1�e Cope (Rp. 1170@3 1770102 1Ga098 23W 036 7&02 m6 alone sWm6 WA 1140 ne 140696 19200• 518 mt B769s Ina the 1880 on ANCHOR CAPACITY TABLE. 4Anohn 00.45 Mh 0.C. / U4k% Odo U8'ANm, (pig, WA WA WA - WA WA NfA WA WA N!2" WA WA WA WA WA 145! m6 2Amda6O2 2P 160. RC. /F49p lRy 860 A1s Men I M096 708me 47896 WA 2M9e WA 918 a1s One 44096 I One 1 3280e 420110 M[be 4 AnW" C 1.18" wa p.C. i Fp>p (F�• 9): 4N Ibe 7012-6 WA NfA WA WA 30 9S WA NM WA WA WA 882 me 84096 112012-6 � 1.�• r-- NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE & FIGURE 4: FIGURE & FIGURE B TABLE NOTES: • o • • • • • • ° ° ° ° ° o • • ° 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. P-1-0 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IB ALLOWABLE. 4.06 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 1M. ALL FIGURE b: FIGURE 6: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED N THE FIELD • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC) 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEn 12 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-t90. WOOD SHALL BE PRESSURE - TREATED YELLOW ero rruee 1 new 1�mru w _ -- _ _ _ _ _ IVNASLC l:L11- (r1ci KF5 0&e) MUST BE USED IN PAM. .... _. ... r . ,w ,.,w,.. 01 ccL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE}. STRUCTURAL STEEL TO BE AT LEAST .12V THICK 1• X 4• X .128• MULLION AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 12! Y •111\1 1111 t1 //� * No. 58705 a I! �0 11 L �-O AO'•• g TE OF ��tt7S,S10NA�••�. A. LYNN MILLER, P.E. FL P.E9 58705 TABLE 7A W N. 80In 701n 80 N 90 in - - 10e in - - - 170 to ,'le In Isola Reotmaem Tny/IA�. R Her T iro. Tnpf61mi9. PA01aftutiv TnOWarQ. w—m TraM Pom.•rengWer TmpRdmry, Tmwnws Ths --m. 1 x 4 X 378 taamre Laeft Immro 1afltMa tang laid6 y lary lamwm 400mna e Andw C1p Paetema Table I A= attrecommon I uc l3cc umum l a,o e� � ate• Eloo ummon � 114° Boo Uft= �"` � I WAS I #to t11 #12 M 1 ea� l� l ruwnVn 41vM:11 AVJW 101Crv11- 0mmuLA: ANCHOR CAP. ° ,,\ X MULLION CAP. °ANCHOR CAP. °, USE THIS FORMULA TO OBTAIN THE •ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINBAUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. - -_ •ar °n +w •wma I ry I 1"__l wA 1 WA 1 88008 1 WA I WA I WA - -]_- WA WA 8820• 840M8 112Om --i 1.006' I-- NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE & TABLE NOTES: • ° ° ° • ° ° • • ° ° • • • • F-0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.2D. ALL FIGURE 8: FIGURE T. MILLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. • • • • 4) SUBSTRATE& CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C410. WOW SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE a2l-, • ANGLE CLIP (FIGURES 588) MUST BE USED IN PAIRS. WITH AN SG OF 0.86. ALUMINUM SHALL BE 808;1 -TS AND BE A MINIMUM OF.128° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND AX ALL ANCHORS INTO T X 4' %.378' N METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL Rol S 4 1 � v .10111111//,/ `� �•��'; • aCENSF•'• ;�'P i * ' N0.58705 it ' 3•Ity''�L ii'P� '•. FCOR\OP•'C.) ,S /tOl'NA.I,4_,v A. LYNN MlLLerc P E FL P.E.# 68708 TABLE 8A Mutilate CGRADIJY Tabs C000ft Table Obs) M BAnite9x Opentaft WItlIII (forvetBaeUy spamdng TO In 501, mnIDors) or OpentnB lit (forhorirlyq)s" md- W in 80 In 00 in tOD In 1501, win 1M 1, - 116 °x &188"x RYAS t Trapreang. Leemag Reotmlgai� 1�a m �OMamg• Loed6 g Rmctm m L'aWro 791FIIfi1,0g, Looang Roobrgldar Long Ttepl7dmlp. Lmeat118 Reo�da Loaetog TmpM 4t Loeerg 1.00229 Tle)Nfdelq, Loa86f9 gNar 1.m4Q08 'BeT+fAenB•. Laef6g L loadir8 Loa fto ItmtmpAar Loadf 0 7tep/rdatq. l coding .2W Atum abeIIM71 3118' IfIf 2-vr 11 1 if 11111 r if 11 if 11 [I'll, 434• =0 Me 7W16s 7Mfn WA 7.314 450 Do WA seems WA 11, 7 7814150 WA 1M81bs WA 1.114• 270 ft WA 64000 m 1.110• 200 lb am me 850 gs WA 1 -0k• ssa m4 WA WA WA fill, MW-AWA -114• 4 00 WA at fro WA � 14W m me 850 a0 man WA 11 ON cote 112040 112e0n Mad en 1a 270. Bn 950 an s... .. .............»........... 2.'$Po4 WA 44600 WA 872en WA -...- _. h I 777an WA 370150 WA 421, 170.0 820 170.0 438 170.0 744 1740 478 170.0 888 170.0 WB 170.0 oM 170.0 810 170.0' 1118 1M.0 62' 1 170.o 1240 170.0 021 Me 1488 170.0 M31- 170.0 1738 170.0 SM 151.6 17M 170.0 SH 48 in 1740 708 Inc 824 174.0 850 170.0 04 171LO 992 170.0 890 170.0 1135 170.0 661 170.0 17/5 170.0 877 174.0 1417 170.0 BM tale We 170.0 MW =7 1506 170.0 on 118.1 1898 /70.0 688 50.82861 170.0 747 170.0 s 170.0 888 170,0 am 170.0 1008 170.0 860 170.0 1188 170.0 723 174.0 1348 17x0 747 187.0 14M 170.0 708 1892 14M 170.0 7M 118.3 1� 1740 750 10A{ 14M 170.0 750 44 In 170.0 750 170.0 812 170.0 9M 170,0 Mt 170.0 1118 170A 754 1718 170.0 0.M 188.1 1378 1740 837 146.8 1978 170.0 BW 12ILS 1978 170.0 881 104.8 1878' 170.0 861 81.7 1378 1740 881 M1, 170.0 888 1740 701 170.0_ 1088 170,0 750 189.9 1186 170.0 506 1150 187.4 050 129,8 1158 1846 918 1112 1185 180.0 812 627 1185 144.8 806 79.4 1186 140.8 808 89.8 1158 144.8 008 M1, 170.0 B50 170.0 746 180.1 1081 174.0 850 1372 1081 188-9 e62 1881 142.0 848 1047 1051 1323 637 9a1. 1881 128.7 830 04.1 1881 1183 an 68-9 1051 11&1 am 80.0 1051 118.1 am M1, 150.1 837 170.0 7M fM.3 861 181.8 888 1141 087. 194.0, 780 850, 121.0 777 83.8 M7 12-9 750 Bab 937 10&8 7M M.8 987 100.0 750 88.7 BW 089 748 80.2. 887 86.8 748 7261 1247 804 T3-L21--- 352 898 1502 800 1162 684 9i-9 809 101.0 501 801 81.4 850 T1-9 801 84.1 880 80.4 B04 78.8 1143 89.6 809 728 889 88.0 804 889 NO 402 804 6-9 MB ,v 781, 108.4 722 114.1 090 612 722 50.2 018 782 788 Me ON 771 787 686 502 722 748 M 61.7 777 96.8 8M 45.8 722 MIS WO 881 722 50.7 950 342 772 502 854 0.M 781, 101.2 888 188.8 WD 81.{ 888 888 888 7Z3 MM Me 877 [VA 8M 70.8 5M 082 MB eta aM Me 6M 80.1 BM 422 We 54.3 518 SU 885 M1.4 507 $1.9 685 60.7 896 M1, 80.9 518 8a0 467 60.11 015 W-9 419 47,1 818 50,1 441 815 M.7 434 M-9 518 446 428 33A 618 37.4 412 s3 515 Sat 413 233 518 30.5 450 20.8 81M 75.1 404 881, 842 489 88.8 504 449 483 47.1 997 388 4M . 41A 981 450 59.4 30 302 453 80.0 979 272 463 344 974 22.8 4M 28-9 3M 18.4 4M 24.9 350 17.0 483 20.8 SM 'M81, 857 368 39.0 329 91.8 8M 92.8 318 27.2 3M 26A 919 986 282 888 212 9M 22.7 309 14.9 SM ffi8 900 18B 888 140 209 1111, 38.1 388 Me 306 243 8M 341 881 23.1 388 26.1 250 3M 292 2M 10.6 We MA 2M 17.0 996 141 788 1701, 27.6 250 78.3 284 292 280 28B 7tM 14B 250 20.8 266 288 tat 503 184 MO 144 248 14461 141 201 182 188 Anohor C000ft Table Obs) M BAnite9x 0.76 t:agrete 821 Caro. Rcfaea011U Fsad CMU FTYJood Hales Amha>YPa 3H8'Eeo a1,eoal 114 Elm Ue aM6. Om Utrmm 3FW Eim U6eaan U4 ON 1808oaa1 6•Elm foom 1/888813ao Aers(lawrSOM(OMfW=("s=W(sm 010$Wd H2 Seed #2 Sled AVoitorClpPeto6ms Efts owhme Mk 11 2.1rr r 2-Ur 3118' r 2-vr r 2-tfr •1W r 0.48" O.Br 0.324 EmtlM -tMnA 2 A1g1 M ® 4.16` O.C. C� Oaa. 9 4 Amhas ®1.102 -WA C.C./ StWld ad CUP ft 2k 4 Arab= OR a Mm. GLQ I M W ArVeCp4 ft 4 4 Amma ® 4.46• am as 1 U421p, mf Ur MM 14W 39016s 488en 788en WA 434• =0 Me 7W16s 7Mfn WA 7.314 450 Do WA seems WA 1•sr4• MO WA 18800.0 WA 7 7814150 WA 1M81bs WA 1.114• 270 ft WA 64000 m 1.110• 200 lb am me 850 gs WA 1 -0k• ssa m4 WA WA WA 1 -114• 750IDa WA 760 an WA MW-AWA -114• 4 00 WA at fro WA r 110280 WA 236416s WA 14W m me 850 a0 man WA 1.85• aw Do s401,s WA ON cote 112040 112e0n Mad en 2 Andm C 7.7761111.0.Q I F•Cap (Fgf, NOTE! FOR THE fW&MM 1111D r me the eeue wun...ne 270. Bn 950 an s... .. .............»........... 2.'$Po4 WA 44600 WA 872en WA -...- _. 10200 WA _ �..._ 14000 160 fm _ __ __ 777an WA 370150 WA WA u WA Mae WA man s26 an 210fn 420 an 288fs 602 ibs Fl E1: 0 O FIWRES: FIGURE 2: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 8: FIGURE 6: M TABLE NOTES: 1U uY - ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MILLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES• HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE $HALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT- FIU.ED CONCRETE BLOCK UNR (CMU) $HALL CONFORSA TO ASTM C-80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN � OF 0.86. ALUMINUM $HALL SE 8083.76 AND BE A MINIMUM OF . 128' THICK STEEL STUDS TO BE A MINIIMIM C%tADE 33 AND O98• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V THICK AND A38. ALL ANCHORS INTO METAL SHALT. EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i u l/ .1 \11111111 /1j `��,��%; �\�NBE'•.�,p ice' * No. 58705 * - "c�'•4. A p Eat q ? w /1 11,;g/ONAL F.. A. LYNN IGN L R. P.E. FL P.E.# 58705 TAn. 6 M3 Sd1Bbn Capaft Table PsM OpowagWid91 (for leffl- 41pall!" unions) orOpenInamew (for MUM)1S) so in 9010 so In tw In '14059 1401n 10059 70 59 40 in 2x471.26 "-'-_i lo4mnp 1 eft Loring Laaft L-ft Rmt•1018w T41 nws Rem Tra#Tft% Reat•olft T7wttdmle. Alum. Loeft uaft 10. ft was L-ft L031n9 1.4a0 L6eft Lca t8 1ceft Tube v If h 1 f_ ll I , 42 h 170.0 498 1700 744 170.0 479 1700 8 170.0 808 Imo 982 Imo 819 Imo 1119 Inc 821 170.0 1240 170.0 821 1700 1486 1700 a2f 170.0 1795 1700 821 Imo 1m 179.0 871 4810 170.0 759 17&0 R4 1700 80 170.0 684 1m0 902 17&0 we Imo 1198 170.0 891 170.0 1218 im0 877 17&0 14V 170.0 990 1700 1700 IT 880 1740 1889 170.0 60 1700 7267 MO 690 Sa6%In 170.0 747 170.0 53 17&0 ON 170.0 631 1700 fop 770.0 684 Imo 1190 T700 723 17&0 1848 Imo 747 Imo 1494 1700 759 Imo 1798 170.0 788 17&0 7082 Imo 788 170.0 7891 170.0 768 6091 1700 .-- 797 170.0 612 Imo 959 1700 591 Imo 1118 1700 754 1710 1278 Imo e09 1700 1434. 1700 997 170.0 1684 170.0 886 170.0 1919 170.0 801 170.0 7211 17&0 IMO I= 881 SON 1700 855 1700 701 1700 1088 170.0 797 170.0 1240 1700 878 170.0 1417 1700 944 17&0 1594 17&0 438 170A 1771 570.0 1009 170,0 212b 1700 1054 1700 2479 1700 1063 960.8- 28w 170.0 1068 6810 170.0 859 1700 746 no"' 1116 17&0 859 1700 1302 1700 040 1714 1459 1700 1015 1" 1673 1700 I= 170.0 1859 170.0 1722 1700 7111 1700 1169 168.7 2599 170.0 1171 1456 2883 170.0 1TH �5 tIBN 1700 974 170.0 799 170.0 1189 fl&o 808 1700 13e4 170.0 1059 1700 INS 1700 1080 MA IM Tm0 1168 IMO 1908 17&0 1270 7700 2343 170.0 1276 18L0 248'7 1700 199 1929 74 170.0 1286 3 7259 7/0.0 1098 Imo 6 ,77s Imo 10D8 17&0 1488 1700 1128 1700 1760 17&0 1278 170.0 1913 17&0 1315 Imo 210 170.0 1367 14&9 2184 p mN 17&0 1172 170.0 937 Imo 1&8 Imo 1080 170.0 1670 170.0 I= 17&0 1794 1740 /822 1851 . 1860 M.0 1421 1458 1880 Imo 1598 I2L8 ISM Imo 181.0 UN 1848 IKS 1118,1 2184 1980 1700 164.0 1620 1696 1022 629 2164 IBw 170.0 952.7 I= 1681 7959 770D 1431 1700 887 1mo 1381 1700 1116 1700 1811 170.0 12w 170.0 ISO 170.0 1989 1627 1861 170.0 1474 INN 1861 1851 9059 170.0 7829 1700 1144 14&1 1988 1650 1218 127.8 � IWO 114.8 1801 147.5 1473 942 1861 139.0 1459 859 1881 WA 1454 1396 198.0 Ills 111.5 1388 121.9 IM 054 ISM 1102 192 850 1908 101.8 1147 74A 1398 658 1tn 83.11 1386 827 Nob 689 1599 709 I098 8659 147.4 I= 151.6 1098 122.9 171- iZ7 .5' 1070 1058 1728 111.2 1081 92 1718 959 10481.0 7710 956 1029 707 7420 024 1016 61A 1729 722 999 627 1728 659 977 4&1 1728 621 967 10859 709.8 977 105.9 Bfl' 88A 871 88A 862 740 911 772 8411 84.7 971 68.4 037 67A 071 61.8 825 51-0 971 59A 177 N 59.4 919 97.3 O32 79A 919 01.9 879 89.1 919 709 BOB 919 829 700 69.0 9111 557 784 47.7 018 61.9 618 774 431 99.7 971 919 43.0 44.8 785 766 37.5 94.1 971 919 44.0 40.2 78? 742 324 28.8 971 919 4&8 87.1 771 732 1w N 78.5 788 70.8 719 619 780 OLS 700 69.9 708 6&6 886 472 788 49.4 888 41.9 786 -- 44.4 W 37.7 798 40A 868 31.5 786 $0.9 869 V.0 788 14459 437 648 442 500 364 - 610 37.0 499 31.4 Bp 31.9 401 VA 349 91.0 841 236 759 26A 831 282 485 24.3 643 25.3 479 2'1.8 643 22- 474 16.7 840 958 484 1 &8 618 17.2 459 137 643 16.6 146 TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anohorcapactly Table 09) 27k SatcCalla FBWCW) � ( O_) X(ANt2tORCAP.,,,,,`QANCHORCAP.® alp' 000 tmmmn v4• FJOo tar114on sna ENO U7m44e Iw Eb0 Wrom Im 63 am &IV Mw u0.° 178 EIW 610 8ted 6128bW •128Nd A9chw CAp Peftme A^ TYM MULLION A9aeoaNr t mmen Ammar sasoor 8arar(p8y 907017 (416) 148E THIS FORMULA TO OBTAIN THE %iCHOR Edge 17 r &177 r 2 itl 9 tta r 2 177 r 2172 r 31Ar 7 a4e• CDC aw CAPACITY REQUIRED• CORRESPONDING TO AN *w0. EN66amNO9nk 2A001W6 / I9/4' 1a1r I.Sra' 7 1 -100 I -Iw I-1w 1•tta• 1.174• t.,W 2 � Isre' (;Ft84) ACTUAL PRESSURE REQUOiQIIDVT FOR THE 4.70'NhaC18fordad (Rg.f or 980 no 4ww 59oBm 1040@0. 770@3 280 Be 3645s 740 ma 700 e643e 1 Os 828 470 On Bw IM OPENING, WHEN IT IS LOWER THAN THE MULLION 4ArMftm ®286' W%asfVAWWdCdpft3k 740703 74039 an MR saes 706 1424703 WA 8w Os WA 596709 WA 8wOS WA 6825s MOs 11m36 CAPACITY (FROM THE TABLE) OF THE SELECTED B Anml•9 ®1.7r .0101.O.G ISNndaN lZp 68833 OW 76833 790833 Y•A WA 70633 WA 70833 NA WA WA W83s MULLION. IT WILL YIELDAAIONONUM ANCHOR 9And1y64D9'66n.aG /�2KeA1g1eC5p3 tFm. 0.k Teo 6e m 96033 196033 1bA83a wo3s WA mom OWNS 12w 00. 1880 OS CAPACITY WHICH MAY BE USED TO QUALIFY 8A114Mm �s•w&0.1:. /� AngleC9pa lF�•e); 1170 Se 117066 102Df63 984030. 280633 81 Sam WA 114033. "Nibs Bw 704 imm6 23B4em mews 86296 ep 30. 1120703 ADDITIONAL ANCHOR OPTIONS FROM THE SAtlWgte 1.84° ABn. 0.G / U{`dp 020 v6"A3m1: 43943. WA I WA I WA I WA WA WA WA WA WA WA 978ts 1290 Os Iwo 33 ANCHOR CAPACITY TABLE. BAeofiom ®0.84• ASQ as t U42p NN 778° ANm. (Fy, 8): WA WA D8A WA NA WA 69A WA WA WA WA WA 0 ZAro1gm ®7A8'Aft O.C.7F4`Ap Oj; 97096 870643 91603 74936 712703 WA 2w33 WA WA 34833 WA WA WA 449 ps WA WA WA 92833 WA 420 ms 21 On mi 8.0700070 7.7I' b00. 0.C. / Fgip 114E 9w 33 9w 30. 310 36 76036 •W 3s 270 Bs 7843 Os NA 8w Fw 48836 44336 118236 wo 470 aw 58033 FIGURE 1: FIGURE 2: FIGURE 8 FIGURE 4: • 00 0 • oe • • oo • • eo • o eo 0 o eo p p oe o • oo • O oo • O oe O • oe • • oo • FIGURE 6: FIGURE @ FIGURE 7: FIGURE S FIGURE S: FIGURE 10: ANGLE CLIP o • • • o e • o o • (FIGURES 6&8) • o •• e e o 0 0 • MUST BE USED IN PAIRS. o• •• oo • oo • U NULED VALUES ARE USED N THE EXAMPLE ON SHEET 21. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18-2D. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 16-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FH I CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF . 126' THICK STEEL STUDS TO BE A MINIMUM ORADE 33 AND .04W THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERW.. 2• X 4• x.25 MULLION 11 244' yL1 t yNN it . (Qp• 58705 30 w 8TA S,S10NAL Z, •, A. L;;W MILLY_`R• P.E. FL P.E.# 88708 TABLE 10A so In ) 70 In I 11D In 2 x 8x38 Loa I46g0p my Loeb -- L�nB \mtenp L00d10p Loam LOettg IsaBng AhMTube Mumon 1 fill O AnWw CWp Pattems Imin 12D in IQ In 180fn r Tom, Redwgular Tmp/Menb Recimmoff TmPTfts Rmmnoww TnWDinn0. Lmft L=ft LWAN Igagbp Loa tg �$ T!,, Tml i a !i Tml AnmwTypml ww elm mmm I UP em ummmt 1%1-1 amr emo MMM I jW qW Ubamn �r!!-uu ETm' a116° Efm) tr4• sa afm •10 steel v19 steel 9nt atMl iWLAVII -ANCHOR CAP.— MULL�1 CAP.,,m.,„ I FORMULA TO OBTAIN THE ANCHOR Y REQUIRED' CORRESPONDING TO AN PRESSURE REQUIREMENT FOR THE 3. WHEN R IS LOWER THAN THE MULLION Y {FROM THE TABLE) OF THE SELECTED I. IT WILL YIELD A MINIMUM ANCHOR Y WHICH MAY BE USED TO QUALIFY 'JAL ANCHOR OPTIONS FROM THE 8 Av696m X0,86" 6e14 Qa / U'CIIP. y0o 1la' Alum. . 8j WA I WA 1 WA WA 1 WA WA . WA 1 WA WA WA NM WA WA WA 2686 ms F^ 2004'^ -I ApxJggxm !� 2AMM 04MMdL aafF-0pp(Flg tO): 9800s 980 Dn 4800q g90 pa 1892 zmws 26ems sg6 DU 740 me 488ms 1 5=W$ 1 11MIMS 92808 4201h8 g80 flle 4A8sltm8 1.7TMIo.asfF•Wpg%,t "Iflnt 700208 I gams j 1988me I WA I WA I 47008 I WA WA I NIA I 062 me 069 [f>s 11200a .25M1° lY1fBIDl IhDdaot \ \11111lfff� FIGURE 1: FIGURE 2: flO11RE 9: FIGURE 4: FIGURE 8: FIGURE � FIGURE 10: FIGURE 11: TABLE NOTES: • 00 0 • ee • • oo • • oe • e• •• • eo • ee `�� `� /( /// wdo 0 0 0 o O o 0 0 o e e o • e o • • o • • 0 0 0 • 0 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON `�� t� • ',}GENSF '')y /ice LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. awr k 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE dt No. 58705 0 0 0 0 o e e o 0 0 0 0 • o • o • • • 0 0 0 • 0 0 9) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18/20. z 0 o e • O o 0 0 • o e • • • • o e • • o o • a o ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED - '* FIGURE 6: FIGURE 6: FIGURE 7, IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. •a , �,,_ ANGLE 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 901 SPECIFICATIONS. HOLLOW AND GROUT FILLED �) • • • • • • • • CLF CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL E PRESSURE - TREATED OP ; (�� YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 6089 -TS AND BE A MINIMUM OF .126' // ' •.!LOR\DN • • • • • • • • MUST BE E THICK STEEL STUDS TO SEA MINIMUM AT LEAST 128' THICK AND AX ALL ANCHORS INTO METAL SHALL 78EXTEND TBLEAST 9 SCREW STEEL 70 / / /�SS'��A� : •`: • • • • • • • • USED IN THREADS BEYOND THE MATERIAL. Y X V X .2S A. LYNN NtILI ER, P.E. PAIRS. MULLION FL P.E# 58M - O AnWw CWp Pattems Imin 12D in IQ In 180fn r Tom, Redwgular Tmp/Menb Recimmoff TmPTfts Rmmnoww TnWDinn0. Lmft L=ft LWAN Igagbp Loa tg �$ T!,, Tml i a !i Tml AnmwTypml ww elm mmm I UP em ummmt 1%1-1 amr emo MMM I jW qW Ubamn �r!!-uu ETm' a116° Efm) tr4• sa afm •10 steel v19 steel 9nt atMl iWLAVII -ANCHOR CAP.— MULL�1 CAP.,,m.,„ I FORMULA TO OBTAIN THE ANCHOR Y REQUIRED' CORRESPONDING TO AN PRESSURE REQUIREMENT FOR THE 3. WHEN R IS LOWER THAN THE MULLION Y {FROM THE TABLE) OF THE SELECTED I. IT WILL YIELD A MINIMUM ANCHOR Y WHICH MAY BE USED TO QUALIFY 'JAL ANCHOR OPTIONS FROM THE 8 Av696m X0,86" 6e14 Qa / U'CIIP. y0o 1la' Alum. . 8j WA I WA 1 WA WA 1 WA WA . WA 1 WA WA WA NM WA WA WA 2686 ms F^ 2004'^ -I ApxJggxm !� 2AMM 04MMdL aafF-0pp(Flg tO): 9800s 980 Dn 4800q g90 pa 1892 zmws 26ems sg6 DU 740 me 488ms 1 5=W$ 1 11MIMS 92808 4201h8 g80 flle 4A8sltm8 1.7TMIo.asfF•Wpg%,t "Iflnt 700208 I gams j 1988me I WA I WA I 47008 I WA WA I NIA I 062 me 069 [f>s 11200a .25M1° lY1fBIDl IhDdaot \ \11111lfff� FIGURE 1: FIGURE 2: flO11RE 9: FIGURE 4: FIGURE 8: FIGURE � FIGURE 10: FIGURE 11: TABLE NOTES: • 00 0 • ee • • oo • • oe • e• •• • eo • ee `�� `� /( /// wdo 0 0 0 o O o 0 0 o e e o • e o • • o • • 0 0 0 • 0 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON `�� t� • ',}GENSF '')y /ice LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. awr k 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE dt No. 58705 0 0 0 0 o e e o 0 0 0 0 • o • o • • • 0 0 0 • 0 0 9) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18/20. z 0 o e • O o 0 0 • o e • • • • o e • • o o • a o ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED - '* FIGURE 6: FIGURE 6: FIGURE 7, IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. •a , �,,_ ANGLE 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 901 SPECIFICATIONS. HOLLOW AND GROUT FILLED �) • • • • • • • • CLF CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL E PRESSURE - TREATED OP ; (�� YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 6089 -TS AND BE A MINIMUM OF .126' // ' •.!LOR\DN • • • • • • • • MUST BE E THICK STEEL STUDS TO SEA MINIMUM AT LEAST 128' THICK AND AX ALL ANCHORS INTO METAL SHALL 78EXTEND TBLEAST 9 SCREW STEEL 70 / / /�SS'��A� : •`: • • • • • • • • USED IN THREADS BEYOND THE MATERIAL. Y X V X .2S A. LYNN NtILI ER, P.E. PAIRS. MULLION FL P.E# 58M AnmwTypml ww elm mmm I UP em ummmt 1%1-1 amr emo MMM I jW qW Ubamn �r!!-uu ETm' a116° Efm) tr4• sa afm •10 steel v19 steel 9nt atMl iWLAVII -ANCHOR CAP.— MULL�1 CAP.,,m.,„ I FORMULA TO OBTAIN THE ANCHOR Y REQUIRED' CORRESPONDING TO AN PRESSURE REQUIREMENT FOR THE 3. WHEN R IS LOWER THAN THE MULLION Y {FROM THE TABLE) OF THE SELECTED I. IT WILL YIELD A MINIMUM ANCHOR Y WHICH MAY BE USED TO QUALIFY 'JAL ANCHOR OPTIONS FROM THE 8 Av696m X0,86" 6e14 Qa / U'CIIP. y0o 1la' Alum. . 8j WA I WA 1 WA WA 1 WA WA . WA 1 WA WA WA NM WA WA WA 2686 ms F^ 2004'^ -I ApxJggxm !� 2AMM 04MMdL aafF-0pp(Flg tO): 9800s 980 Dn 4800q g90 pa 1892 zmws 26ems sg6 DU 740 me 488ms 1 5=W$ 1 11MIMS 92808 4201h8 g80 flle 4A8sltm8 1.7TMIo.asfF•Wpg%,t "Iflnt 700208 I gams j 1988me I WA I WA I 47008 I WA WA I NIA I 062 me 069 [f>s 11200a .25M1° lY1fBIDl IhDdaot \ \11111lfff� FIGURE 1: FIGURE 2: flO11RE 9: FIGURE 4: FIGURE 8: FIGURE � FIGURE 10: FIGURE 11: TABLE NOTES: • 00 0 • ee • • oo • • oe • e• •• • eo • ee `�� `� /( /// wdo 0 0 0 o O o 0 0 o e e o • e o • • o • • 0 0 0 • 0 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON `�� t� • ',}GENSF '')y /ice LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. awr k 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE dt No. 58705 0 0 0 0 o e e o 0 0 0 0 • o • o • • • 0 0 0 • 0 0 9) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18/20. z 0 o e • O o 0 0 • o e • • • • o e • • o o • a o ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED - '* FIGURE 6: FIGURE 6: FIGURE 7, IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. •a , �,,_ ANGLE 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 901 SPECIFICATIONS. HOLLOW AND GROUT FILLED �) • • • • • • • • CLF CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL E PRESSURE - TREATED OP ; (�� YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 6089 -TS AND BE A MINIMUM OF .126' // ' •.!LOR\DN • • • • • • • • MUST BE E THICK STEEL STUDS TO SEA MINIMUM AT LEAST 128' THICK AND AX ALL ANCHORS INTO METAL SHALL 78EXTEND TBLEAST 9 SCREW STEEL 70 / / /�SS'��A� : •`: • • • • • • • • USED IN THREADS BEYOND THE MATERIAL. Y X V X .2S A. LYNN NtILI ER, P.E. PAIRS. MULLION FL P.E# 58M TABLE 6a W so In 7010 - so In SOW 100 W =0 140 in 1eD In mTombm. TRpRpsnp. RWIMMUW I 1w...1 ftwAVAU I W WT&M m T T®Wrann�. dm T aeatant 71o0lRta� TMWTbns I - IV 1i 28"1[211" Lm�g LaNkB L-ft Loup L--ft L-ft Lmi@g lmOLp Loe�l2 LoemnS Lo�nB LomIIro Lang L-ft '..ft lmding I hT :.12V Alum if vil AmborC pPaBSrrm AQWWT"c Vwm- 1 1µ'm61 n 1 1 swEIwub=m I iwm000m = 11 I5 I', I:�.,WI , Mud 1 „t, FIGURE 1: 0 ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS-2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDMR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-M 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-F2LED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM =. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.85. ALUMINUM SHALL BE 608345 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (1S GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: D—) X ( ANCHOR CAP. " ,,�) a ANCHOR CAP._ MULLION CAP. ,,,,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED". CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. l O� �+.- 1.288' --I yt(VNUa.I aan.aaw.. I I 0s mnNYla$wtthifre Nf�de 7— Sww* Cori 2118' � .12V 1111[I1!!! SIP 128'X 211'X.12O' MULLION '• •: it ONTEGRAL FIN MULLION) " 'k N0.5ST05 all t Of S /CNAk. - — — A. LYNN MILTAR, P.E. FL P.E.# 68708 TABLE 12A 326° 30 Its q BAYMULL AnfttCAp Pebm BON TON _ 8D BON - T Reo To•iBCa4 'IteWtAena Raotmg�Im VapIU�! Lead Lae�g LO.4ro Low Loei0n9 Loelq LmMO twin 'IZOtn tau 180N P BWm ThU4ff4 4 RWN.. TWW.tB. Reolar ft T�s T•M A ! Loaft toaft L Im•n0 loa�g Lm1�p WednB Fill ! it 111 111 1 11 AnWW7jWj ww Ekouft*O I V.1 emI ftw I IBbeOai I wir Oeo0ftm UT Ekotm=m Iv4 i t tf4 {8 (M soonm 1 I I FIGURE 1: FIGURE 2: FIGURE 3: r'; 71 ANGLE CUP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSK)N$, SEE SHEETS 1520. ALL MULLION CLM MAY BE FACTORY MACHINED ANDCONTAIN UNUSED HOLES. HOLES MAY BE DRUM M IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1820. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACt 301 SPECIFICATKWS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSC. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 6083 -T6 AND BE A MINIMUM OF .128" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048• THICK (18 GAUGE} STRUCTURAL. STEEL TO BE AT LEAST . 126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (Dm)X1tMULLIONCAP.,„,,,„ -ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THIN OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTKINS FROM THE ANCHOR CAPACITY TABLE. 30° BAY MULLION z r i ■C, o Ice 'a b4 r. (I •` \ \ \IIIIIIHHl� * : No. 58705 .STATE P. ss /OIVA1� A.L'YPIN�MILLER P.E. FL P.E.$ 58706 in BON wm win 81)N O>Dtn IOhl 140 in login TNP' lIfflowals I Re*w1w TM*Tftu Ibee —ula I TtepM% Flat Ttap:I�g. Ile••�dN Tmwfts 1 Timy0imt8. . - T fig 358" 46 loa0ng Lombp �Bro I aemt g Lue&• Lo fit• Loemng Loamnp l 1 ere8 m Laem� taa•tp � DEG. AL BAYMUIJ _L �'l ! 1 11 ] 11111 1 111 9 I I Ana -COp Patterns AtohorTypal 8t18'Eton Utltacat I 1t4'Eko UBteoon IonNftwn I 8M8'Ebo Ultreo•t I IWEIMUftm I I�VOtm® I�ArBtetiefor l Sam tti8118mearRigf Scar (Q81 FIGURE 1• FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 16.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C4M WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PONE WITH AN SG OF 0.66. ALUMINUM SHALL BE 3083.73 AND BE A MINIMUM OF.12V THICK MEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANUnun UArwamr ADJUSTMMT FORMULA: (DP_) X (ANCFIOR Cd4P. � ,.) a ANCHOR CAP.„, iMULLIONCAP. m,„,a USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ■ i� ,�141111!!tj ; ` \ \ \`ON.� LYNN �•j�(,•��i ��'' V'GENSF• ��: is. NO. 58705 a z 3o STA E O ��•.,, FLOR1pP.•�� ,S910NAL A. LYNU M111111 , P.E. FL P.E.# 58705 .378' Nix- /iii, e.5w- 5.128" CUTHBRETO .m CREATE FAX P, SEE r DETAILF.SHEET4 MI 1.18' MIN. I Angle Clip ?X2"X.12r(5) o.a 566113M 6W1118M 6W243M E' - '-- 0.312° STANDARD CLIP IN83T8 ALUM. TOPVEW MIN. �{ IN. .378° 1 MIN. 15° I 1. MIN. !I 4 O.C. I `ID.S12' 8 I D , OFFSET CLIP 0063 -TB ALUM. TOPVIEW r i U-CLIP 6063-TO ALUK �00.29WTYP. U-CLIP �: a � 1 338° MIN. 806;1.76 ALUM. 1 "X3.1�X.�' A O�d.Y9 E TOPVEW . - . t. --L Ste° R65J U-0LIP 6063 -TO ALUK 128' %3.188'X2 ! A MULL ONLY. SHEET 12 TOPVEtni E 1" X 276'X.880' MULLION 806378 ALUM. XSECTION TABLE B 2X8 ANGLE CLIP 6083 -T8 ALUK zoos %SECTION .1zs 5.000' -�•{ .376° AASJ. F+ 0.312° SOW MIN. 2X5 ANGLE CLIP BW346ALUM. TOPVEW 128' X 3.188' X.266' MULLION SW3-76ALUM. XSECTION Mull Dimendon (sheet#) POT Party S1ul6on Std Clip OReet Cup U-Ciip Angle Clip ?X2"X.12r(5) C 566113M 6W1118M 6W243M W015111M 1 °X2'X.375'•(8) 6=01 W6114M 6NO19M 668244M 6WS12M 1° X2.7rX.376" (7) eM7 858116M 6WI120M 686245M 6M13M 1 "X2.76X.65W(8) SM W6118M ON1121M 668248M 666614M 1 "X3.1251X.6W(9) I 6682117M M1116M 6681114M 666242M 8 16M 12r X3. 188" X. 285° �41M eW117M OW1113M 688241M 886b1BM 1.28° X 2.11" X .126" (15) I X370 WA WA WA I S86617M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED POLES. IF NEEDED, HOLES MAY BE DRRLW IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE A Dlmendon Value on) For Mullion: A 1.M5 11 XY x.128° Aluminum Tube Mugion S 2M4 C 0.895 D 0.740 E .450 Mtn. A 1.125 1'X2°X.378° Alumlmtm Tube Murton B 2•404 C 0.535 D 0.480 E 0.450 A 1.876 1 "X2.75'°X .378 Alumimnn Tube Mullion B 3.0W C 0.787 D 1.118 E :450 Min. A 1.312 1" X 2.7W X Atu tntnum Tube MuMm B 2.00 C 0.478 D 0.835 E .480 Min. A 2.000 1" X 3.126" X .600" Alum Tube Mug B 2.637 C 0.883 D 1.137 E ASD Min. A 2.826 1.28' X3.188" X.285" Alum Tube Mug B 3.M C 0.88.2 D 1.782 E .450 Min. A 1.813 1.25" X 2.11' .1211 Alum Tube Mug it 7: PRODUCT _ t \ \tlllltl�i `a °NY tiq`°te�c�+��' �t'r� JCENSF '• ;EP No. 68705 tl 3 tl •r /ONAL A LYNN Mfiigi P.E. FL P.E.# 58706 i 45° BAY MULLM 8063-TO ALUM. XSECTION �'-' F— .88t• -I 3,128' - -•I CREATE F4XW, SEE I 376' i F DETALKSHEET4 I MIN. I 01-0.312" I O ( o I L_ O STANDARD CUP 6063 -T8 ALUM TOPVEW MIN. � e• I l.96• MIN "`0.31r O.C. 2.280' I 3A00• H o o I O NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHMED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS OMEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS OFFSETCLP 8083 -T8 ALUM TOPVIEW P. 101 loll UCLP 6083.78 ALUM. USED FORALL 1' X 4• MULLIONS. SHEETS 10611 TOPVIEW TABLED TART F [` 5.006• 'j MIN. MIN. 0.31rJ 0 2.71' MIN. O.0 (BAY MULL 0 0 3.00' MIN. OA. (1• X 4° MULLS) 2X8 ANGLE CLIP 8083.78 ALUM. F- TOPVIEW Dimension Value an) For Mullion: F 3.887 1'X4X.125' Alumhm Tube MWH- G 1.000 H 2.080 F 3.167 1' X 4' X.378 Akminum Tube MLEM G 0.757 H 2.430 F 2.813 30• Bay MuI F 1 2.875 45° Bay Mull MWI Dimension (sheet#) PGT Part 0 Mullion Std. Clip Oftet Clip U.Cllp Angle Clip 1'X4' X.126' (10) 80364 655111M SM1122M 606241M 898516M 1'X4'X. 375'(11) 08810 660112M OM123M 656242NI 888618M 30 Degree (10) 58049 WA WA WA 8805110M 45 Degree (17) -1 88050 WA WA WA a005111M P Q,I t.YNN bj is No. 58705 y�-y =�P' STTE Its IONAL �G A. LYIJI(t AGEIIF' P.E. FL P.E.# 58705 TABLE E Mau Dlmendon (dreeto) PGT PartO I MalOon Sul. Clip I U.CIip Angle Clip Z X4' X.2• (13) S 02 666261- 666271M 68MM112M 2•X8 X.25• (14) 8!! 66MM I 688272M 6W113M MAY 1—ii ' I FIELD FOLLOWING DIMENSIONS I GIVEN ON I; SHEET. INSTALLATION 2) SEE SHEETS 2-4 FOR GENERAL METHODS. 4. MULLION OWS-78 ALUM ,.. YX8•X.w MULLION 608348 ALUM. X.4ECTION i i 4 j .37,6• MIN. rC SEE DETAIL F, I �- SHEET4 1.716• 1 MIN. O.C. 1.716' 0 .378' M09.- rC- -z:6W -- STANDARD CUP 8003.78 AUAL TOPVIEW CUP HERE TO CREATE F4". SEE NAIL F, i ,376• rC 376' MIN. 0221 i 0 1.344" 88• O.C.. 9.438' i 3.436• .037• MIN. O.C. 6600' CUT HERETO CREATE FCLIP, SEE DETAIL F, .3�, �- SHEET4 MIN. 1 1.716' MIN. O.C. , \� 0 k0.312' oL I 6.4: tam. STANDARD CUP 8063.76 AUIM. TOP VIEW I• U•CUP 8083 -TS ALUM. USED FOR 2'X4' MULLION, SHEET 13 TOPVIEW i i rl r �•— -- 6.000` 5.000• MIN. O.C. .376• MM. 0.312' O 3.438• . 376 0 O MM. P AD O 876• I 0 I t 6.438• x.431 010. 1 I 919 MIN. O.C. U-CUP 0003.76 ALUM. XX8' 0. 19 TOPVmw 2X6 ANGLE CUP 8063.78 AUIM. TOPVIEW i — 6.000° —y Z W ANGLE CUP 0083-78 ALUM. TOPVIEW N3F ,F k 140.56705 6 /�0t��N�A• I_,�_ ..�: A. LYNN MIL 1 cn, P.E FL P.E.# 68706 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -114•. THE OPENING REQUIRES A DESIGN PRESSURE OF+f.OJ -80.0 PSF. OPEM NEKIIT FOR MULLION NOANC'HM M HEAD 1) INITIALLY ASSUMING THAT 1• WIDE MULLION 18 SUMABULTHE MULLION LENGTH 18 72' AND THE OPENING WIDTH IS 32'432+1' =0F. REFERENCING SHEET 22. THE COLUMN USING If - -- RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1W AND WILL MEET OR EXCEED THE REQUIRED DETAILS. SHEM DESIGN PRESSURE OF +60,0PS[LO PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE 4' FROM TABLE 3A, SHEET 7, THE 1' X 2.78• X.378' MULLION (LENGTH = 72', OPENING WIDTH = M MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1.68.3 PSF AND WOULD p3 StrfB NOT BE SUITABLE FOR THIN APPLICATION. APPROVAL 2$ x FROM TABLE 4A, SHEET 8, THE 1' X 2.78' X AW MULLION (LENGTH a 72', OPENING WIDTH = 70•) HAS A DESIGN PRESSURE OF y -72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE ti MILLION OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY RETIRED OF ON LES. 4, A 2) USE TABLE 43 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4)EN2 ANCHORS AND THE 2X8 . � ANGLE CUPS WITH (4) 812 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL cY 3) VERIFY DESIGN PRESSURE OF THE � FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURF, OF MULLIONS OR FENESTRATION PRODUCTS, WILL 3 2-3 APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. N THIS EX AMPLE, THE DESIGN PRESSURE REQUIRED WAS +1.80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF NOANpWRS IN WINDOW 8&L ON LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED U! m — i �-- -I l WmIH FOR THE EXACT DESIGN PRESSURE OF 80 PSF: (80 PSF) X �F a 324.0 LB8 (MAY BE USED T'O QUALIFY 010 STEEL S(SREWS FROM TABLE 43) m WIDTH 7 EXAMPLE 2• MULTIPLE MULLIONS DETAILS. SHEETS LF7NdTF1 g SEE DETAKS, SHEETS 2-0 SEE DETAIL E. SHEETS OPEM NEKIIT FOR MULLION SEE DETAILS. SHEM Tr / 2S HORIZ THE BUILDING SUBSTRATE 13 KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-1. THE OPENING REQUIRES A DESIGN PRESSURE OF +500-0.0 PSF. FOR THE VERTICAL MUU -Xft 0 INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MUWON LENGTH IS 32' +7241•=106'AND THE OPENING WIDTH IS 3• +3041' =73'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED, SCAN THE MULLION TABLES FOR A MULLION THAT LSAT LEAST THE WINDOW FRAME DEPTH OF 2- 3/8'AND WILL MEET OR EXCEED THE REQUIRED DES1094 PRESSURE OF +50".0 PER IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.78• X .378° MUL ION (LENGTH =108', OPENING WIDTH =80") MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PREP IS 44-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE OA, SHEET 13, THE 2- X 4• X 260' MULLION (LENGTH =108', OPENING WIDTH HAS A DESIGN PRESSURE OF +(-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LIB. BECAUSE IT E NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT. THE AD.USTED OPENING WIDTH IS 30'+30• +2=74'. NOT 73' AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE AMSTED OPENING. ALTERNATIVELY. THE W DOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 731 DIMeNSICN (38- 112'+38.112' +2'=73•). 2) USE TABLE SS TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 3 , CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE STANDARD CUP WITH (0) 3118' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -112' GIVES AN ANCHOR CAPACITY OF 1050 LOS WHIG( IS (#NEATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4• X .2W MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORRONTALAND VERTICAL. MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 301 AND THE OPENING HEIGHT IS 324TX +2' =1 O`. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAUTRLWGULAR LOADING MAY BE USED. FROM TABLE SA, SHEET 13, THE 2-X 41 X 200' MULLION (@ LENGTH = 42•, OPENING HEIGHT =12n HAS A DESIGN PRESSURE OF +U -170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. 2) USE TABLE OB TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CIMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMS ARE 8' DE-'F THE p1ULUON CUP WERE TO CENTERED WITHIN THE 8•, CARE MUST BE TAKEN TO MAINTAIN THE FA$IEP�R'S EDGE DISTANCE USNGTHE 2X$ ANGLE CLIPS WITH (4)" ' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1• GIVES AN ANCHOR CAPACITY OF B40 L� WHHICH 18 GREATER AND THEREFORE SUITABLE FOR THE REQUIwFn ANCHOR CAPACITY OF 621 LBS 4) FOR THE U*CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULL ION. USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE OB FOR THE U-C IP SHOWS THE ANCHOR CAPACITY LR 1074 LOS WHEN USING 3 ANCHORS, WHICH IS (GREATER AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LOS. THE ANCHOR TYPE IS A612 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1.54.7 PSF FROM THE VERTICAL MULLION; +1. 170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO CMU; *170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION ONTERSEC IONy THE LOWEST DESIGN PRESSURE IS +W.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL. DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. * No.68708 ,.off`•. a o n � ,�,� i�.t� • •.,FtOR1DP � � Cj ?� NAti l "" A. LYNNTIGI�� R. FL P.E. P.E.O 88706 EXAMPLES OF RECTANGULAR LOADING;- pp %% G OF VERTICAL SILL OF WINDOM NOT ANCHORED WITH INTERSECTING HOROONTAL MULLIONS 00 �pl -! Awnononononjnon EXAMPLES OF TRAPE7AIDAVfRVW fit1LAR LOADING: L�� ZING OF HORIZONTAL A LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I EX'"No OF VERTICAL MULLION LOADING OF VERTICAL MULLION f PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORZONTAL MULLIONS j LOADING OF (2) HORWNTAL MULLOONS II ' W II RODUCTREVISED 1) DRAWINGS ARE C°°4d f0 Roida RERESENTATIONS OF TYPICAL Pb PW CONFIGURATIONS. Daro CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM FIII oil " - -- /II EXAMPLES OF TRAPE7AIDAVfRVW fit1LAR LOADING: L�� ZING OF HORIZONTAL A LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I EX'"No OF VERTICAL MULLION LOADING OF VERTICAL MULLION f PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORZONTAL MULLIONS j LOADING OF (2) HORWNTAL MULLOONS II ' W II LOADING OF VERTICAL MULLION P -NIN 111 al III-11 d LOADING OF VERTICAL MULLION LOADING OF HORZONTAL MULLION --.4-- 1 91 MAI LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION RODUCTREVISED 1) DRAWINGS ARE C°°4d f0 Roida RERESENTATIONS OF TYPICAL Pb PW CONFIGURATIONS. Daro CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 1 I /II �� // �I // PW RECTANGULAR LOADING ' �il ov, el /� I// -► / ; * : 140- o r, I� LOADING OF HORIZONTAL A. LYNN Md3: k P.E. LOADING OF VERTICAL MULLION P -NIN 111 al III-11 d LOADING OF VERTICAL MULLION LOADING OF HORZONTAL MULLION --.4-- 1 91 MAI LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION RODUCTREVISED 1) DRAWINGS ARE C°°4d f0 Roida RERESENTATIONS OF TYPICAL Pb PW CONFIGURATIONS. Daro CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 1 I 2) IF THE LOADING TYPE CANNOT �� VON u( PW RECTANGULAR LOADING ' 66 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. ; * : 140- o r, •,. StA G' . LOADING OF HORIZONTAL A. LYNN Md3: k P.E. MULLION FL P.E.# eam 1070 Technology Drive North Venice, FL 34275 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 falls 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:Serlies'IPW =701/ 720/ 120" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD- 720420, titled "Series Fixed Window Installation Guidelines ", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami — Dade County Product Control Section. rMSSILE IMPACT RATING: La ige 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11- 1110.15 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. KOA No. 13--05024-3 MIAMNA ®N Expiration Date: February 19, 2419 .� Approval Date: July18, 2Q13 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. i17D 720 -820, titled "Series Fixed Window Installation Gruidelin&', sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated: 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NO.A No. 03- 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300 -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascoh, P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04 /11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seat Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property -- Compression Set for 22 HRS 158 °F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s PTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to POT Industries for their Series "PW 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on. 02/19/14. Jaime D. Gascon, F.. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E--2 GENERAL NOTES: SERIES 7201820 IMPACT - RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUI.DIN6 CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVKZ: 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTYAPPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM CIO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN Lire THICK ARE TO BE II CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE OPTIONAL IF UNIT IS INSTALLED DINECTLY TO SUBSTRATE. Jam. - WOOD BUCKS DEPICTED AS 2X ARE 1.1/dr THICK OR 1r MAX GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE -- STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS 14118"Lam I 18' T- 7 /18"Alr- 3N8'HS- .090'PVB•3f98"HB THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR _ ARCHITECT OF RECORD. (AORk 4 8) MOM EMBEDMENT TO BASE MATERIAL SHALL BE I BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF 1 SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED - ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION BW ANCHORS SHOULD BE SEALED. OVERALL { SEALING(FLASHING STRATEGY FOR WATER RESISTANCE OF g INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX, THE SCOPE OF THESE INSTRUCTIONS. 8) MAX 114' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM SY THE WINDOWW, 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300.09. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL /CYCLE TEST PRESSUPAFRAME ANALYSIS AND GLASS PER ASTM E13W-M 8) THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE IA LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 8) REFERENCES: TEST REPORTS FR- 3838.3850 & 721% ELCO ULTRRCON NOA: ELOO CRETEFIM NOM: ANSIAF&PA NOS FOR WOOD CONSTRUCTION - (MO AND ADM ALUMINUM DESIGN MANUAL - (2008). 10) THE 720 SERIES USES A PVB INTERUIYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES, 48" TIP-TO-TIP WIDTH - 47' BUCK WIDTH 48' SUCK WIDTH 48.114" VISIBLE - t.NGHHT WroTH LIGHT WIDTH r ►B SHEfT0 -{ 0-MAX �r s^MAx A �. C - T8 eut�c SHE1En HEIGHT { 92 -IIC 1 L__ VISIBLE 1r MAX LIGHT G.0 HEIGHT 98' TIP TO - TIP HEIGHT I 1- 1 II C SIEET7 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE / j I 83.1 VISIT U C. HHC DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Hn SHEET 8 a SHEET SUCK HEIGHT 1 4L' I J— I E 8' MAX iT O.C. "T I T- [1 48' RUCK WIDTH 45,414-VISIBLE , LIGHT WIDTH P. SHEET ' 9 �-1 I►— r MAX Ir MAX O.C. MAX J �D 1 I^+— Ir MAX. O.C. 2, MAX � F. gHE�ET 9 -� �-- 81 MAX D.C. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) (BIDE TO SHEETS: GENERAL NOTES......................1 ELEVATIONS--_._..._ 1 GLAZING DETAILS-- ................ 2.8 111 DESIGN PRESSURES.........._._ 2-6 INSTALLATION, FLANGE........... 8 INSTALLATION, EQUAL - LEG._.... 7 INSTALLATION, TNT. FIN A..........8 INSTALLATION. INT. FIN 8.._ . - 8 CORNER ASSEMBLY. 10 EXTRUSION PROFILES.-- .-- -10 PARTS L IST...„.. „...._.-- .......... -10 TABLE 1: FIGURE 1: 1r O.C. MAX 1r O.C. / fMAIL�. / 8” MAX v Tyne 0 Dea°tiylbn R SHEET S 1 7110' Leml WW Aft -A 'PVB- 31H8"HS 2 a 9 33114' 7110 -LwW OW HS- .090"PVS- 3f18" HS) 2 -- 1- 118'L.am110 18"T- 7118 'Alt- 3f18•An- .OWPVB- 3118'HB 3 VISIBLE 14118"Lam I 18' T- 7 /18"Alr- 3N8'HS- .090'PVB•3f98"HB 3 6 LIGHT HEIGHT 4 8 I 4 of 1- 1118'LardI6 18' T- 7118' Air - 3f18"An- .090"SG- 3/18' An) 8 8 BW 6 { 0 HK Ir MAX O.C. MAX J �D 1 I^+— Ir MAX. O.C. 2, MAX � F. gHE�ET 9 -� �-- 81 MAX D.C. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) (BIDE TO SHEETS: GENERAL NOTES......................1 ELEVATIONS--_._..._ 1 GLAZING DETAILS-- ................ 2.8 111 DESIGN PRESSURES.........._._ 2-6 INSTALLATION, FLANGE........... 8 INSTALLATION, EQUAL - LEG._.... 7 INSTALLATION, TNT. FIN A..........8 INSTALLATION. INT. FIN 8.._ . - 8 CORNER ASSEMBLY. 10 EXTRUSION PROFILES.-- .-- -10 PARTS L IST...„.. „...._.-- .......... -10 TABLE 1: FIGURE 1: 1r O.C. MAX 1r O.C. / fMAIL�. / 8” MAX v Tyne 0 Dea°tiylbn sham 0 1 7110' Leml WW Aft -A 'PVB- 31H8"HS 2 2 7110 -LwW OW HS- .090"PVS- 3f18" HS) 2 3 1- 118'L.am110 18"T- 7118 'Alt- 3f18•An- .OWPVB- 3118'HB 3 4 14118"Lam I 18' T- 7 /18"Alr- 3N8'HS- .090'PVB•3f98"HB 3 6 7 /18'letN 18'An- .098'SG- 3/18'Ae 4 8 T/18'Leml 18'HIS- .080`SO.3118'HIS 4 7 1- 1118'LardI6 18' T- 7118' Air - 3f18"An- .090"SG- 3/18' An) 8 8 1- 1118' LOW. IG 1rT- 711F Air - 3M"HS- .09V8G- 3f18'HB 6 "W ='DUPONT® SENTRYGLAS INTERLAYER' SY FA DUPONT DENEMOURS & CO„ INC. TYP. EQUAL-LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) :C IHr SHAPES AS SHOWN BELOW OR SIMILAR MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 24. ANCHOR SPACING TO BE 8' MAX. FROM CORNERS AND 1r O.C. MAX. FOR ALL CURVED FRAME MEMBERS. SEE FIGURE 1. THIS SHEET. WIDTH WIDTH F'- WIDTH -+I WIDTH {�' WIDTH -'-I r - - - - , T r- ---I T r - � I�I � I l�_ _� I►- WBTH --i TI I c311 1L— J (�►- WIDTH --i 11 I I- WROTH -►i Tr Y1 I� WIDTH --I Tr -�- 1 C r e 0 C (12.Y�NNrMI >ac •• iNpo. 5S705 0 vl� STATE I S11ONAL .��. A LYNN MILLER, P.E. P" 68708 W z s z IO u- n� c; O o PZ D Z .. 0 aQ W O r Q H LU zJJ°8 N 0 3 Zalx+s � Lei► as t9 DINT 'aeeo (12.Y�NNrMI >ac •• iNpo. 5S705 0 vl� STATE I S11ONAL .��. A LYNN MILLER, P.E. P" 68708 TABLE 2: 7 /1B' LAMITIATED GLASS STACK Jr. 3 3118' ANNEALED GLASS USED AT CURV FRAME MEMBERS ON Q 11 -718' O.C. M NOTES 1) BUCK DIMENSIONS SHOWN. FOR FLANGED W WDOWB. SUBTRACT 1' FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCI( DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOW$ FWD THE SMALLEST W WDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: Window Design Pressure (+I-, psf) for Glass Type 1 3 Lang Side On) ' INTERLAYER 0 c N 87 -718 72 78 80 84 88 92 98 100 104 IM112 30 +1 +1410 -. +I.IO._ +1410 +1410 +1410 +1-W 11.80 71410 +f-SD *1-w 11410 11- +1410 N� 11410 *!$0 +t-80 0410 + /41D 11410 +/-80 11.80 34 +1410 34 + /410 0410 0410 + /410 +1.80 +1-80 +1.80 +/ -79.8 -179.4 •80 +.80 1150 E72 +1.80 +1410 71.80 +1.80 179T 71772 +/ 1 +173.4 N -722 +1.80 38 +1.80 71-88 +1410 N +140 +1.78.1 0 75.2 N -725 +1.76.3 +1.88.5 +/•68.3 1140 40 +1410 -+-1714- +/-80 +1 -79.8 1 -77.2 +1.74.3 +171. 0.0'7.9 +14&1 +1.01.4 -4-81.8 080 42 +1419 0 -76.7 + /-&} 71774 N 43 +17L3 *!4182 -84.7 0-BL8 -4598 +1582 +/410 44 +I-w +1-73.1 N -78.9 +1.75.4 +185.2 7172 +1418.9 +145.8 +1-822 +/-%1 +/57.5 +140 +1-77.8 46 +140 1 +140 +1772 +1-73.8 +170.1 0418.8 +1.03.5 +14183 1 +1.57.7 H -79.2 H -75.4 +1.71.7 48 I +185.1 +1 -79.3 +1-7&6 +1-71.9 AB *14183 +1849 08. +44%2 H -77.2 +1-73.3 H -89.5 +1.8&8 5D +1.77.5 44 -74.1 +1-70.3 0.80 +/416.7 +1881 +1 -59.7 +b7b.3 0.71.3 087.5 52 H7-9 6 7172 +1.688 +141&1 +141L5 +1-17.7 0 -73.5 0.89.5 50 +1.73.8 4470.5 + .3 + .5 +1.79.8 +1-78 +1 -71.8 58 NO-In7.4 +1.72 +1-88.8 Hb&3 +-80 -4 -77.5 0 -73.8 58 +1.70.3 +1.88.8 +1.80 0 -79.4 + .78.4 60 +1418.7 80 +185 0.77.8 +1-73.5 62 82 080 +1-75.8 84 O.Wil +1.74 88 87 -7/8 87718 1 0.87 7 /1B' LAMITIATED GLASS STACK Jr. 3 3118' ANNEALED GLASS USED AT CURV FRAME MEMBERS ON Q 11 -718' O.C. M NOTES 1) BUCK DIMENSIONS SHOWN. FOR FLANGED W WDOWB. SUBTRACT 1' FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCI( DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOW$ FWD THE SMALLEST W WDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: PV13 INTERLAYER HEAT STRENGTHENED GLASS GLASS TYPE 1 SITE T �- LONG SIDE T SHORT SIDE I� �- LONG SIDE T- SHORT d SIDE 9/ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 14116' NOM. ��`� � I�..�' T /18' LAMINATED GLASS STACK 1� STACK 1:K 3116' TEMPERED GLASS STRENGTHENED GLASS SIDE 1) M= DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WnHNL i O � i GLASS TYPE 3 - 3/18' ANNEALED GLASS 086` PVB Window Design Pressure (+I-, psf) for Glass Type 3 3 Len e ' INTERLAYER 0 c N 87 -718 ' 72 78 so 84 as 92 90 100 104 I -112 30 +1410 +1410 + /410 71410 +1410 71419 +1410 0.60 +1.80 11.80 *1-w 11- +140 0.80 + 41D +1410 +150 + /41D +140 11.80 +1410 34 +1.80 +74111 +/-80 44419 +1410 +1410 +1410 •80 +.80 1150 --;W- +1.80 04111 44410 +1410 +700 +1.60 +!$0 +1.80 + /.80 +1.60 71-88 +1.80 38 +1-811 + 1410 +1-w - 11.80 +780 1140 +1410 11.90 -+-1714- +178.4 H -74.3 40 +1410 11410 +180 71.80 080 11.80 11-9) 0 -76.7 W-715 71703 H 42 +1410 +1410 0.60 +1410 +/410 +1410 0.77 +1-73.1 ;F49-8 + 9 +185.2 44 +1410 +1410 11.80 +1-80 +140 +1-77.8 +1-70.1 0703 11$7.5 +1$3,9 48 +1.80 +1410 44.80 +1410 H -79.2 H -75.4 +1.71.7 +1.881 I +185.1 AB +1410 +f 11.80 +1.89 H -77.2 +1-73.3 H -89.5 +1.8&8 50 0.80 +!4111 -!� H -18.4. +b7b.3 0.71.3 087.5 52 0.80 +1.80 +!4111 +1-17.7 0 -73.5 0.89.5 410 + 1-80 +1.79.8 +1-78 +1 -71.8 50 +1410 +-80 -4 -77.5 0 -73.8 58 +1.80 0 -79.4 + .78.4 80 0.80 0.77.8 +1-73.5 82 080 +1-75.8 84 +1-788 +1.74 88 H -77.2 87 -7/8 1 074.8 PV13 INTERLAYER HEAT STRENGTHENED GLASS GLASS TYPE 1 SITE T �- LONG SIDE T SHORT SIDE I� �- LONG SIDE T- SHORT d SIDE 9/ TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 14116' NOM. ��`� � I�..�' T /18' LAMINATED GLASS STACK 1� STACK 1:K 3116' TEMPERED GLASS STRENGTHENED GLASS SIDE 1) M= DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WnHNL i O � i GLASS TYPE 3 - 3/18' ANNEALED GLASS 086` PVB a 3 AW ' INTERLAYER 0 c N a n LONG 6ff p SIDE GLASS BITE 0 r 13V o ° z n z .. j SHORT SIDE a Y .. .•�CENSLc'••�.p ' N0.58705 >} l� 1!' . O 5 ATE )F • Ww� A. LY11N MLLE P.E. P.E968T06 a 3 AW 0 c N a n Z �ml § UD! U Xp t!i p 0 r No o ° z n z .. O F rn o N O ellt '�9 .. .•�CENSLc'••�.p ' N0.58705 >} l� 1!' . O 5 ATE )F • Ww� A. LY11N MLLE P.E. P.E968T06 D O�i y m � �w N A As O q I .a O � :• i +� ++u i utrrrri @E�EE3GC�� •.......••. .` g S R �g T m I � a m m Hill M 01 in p 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 ® NOKOMIS, FL 34274 cEaT of ntrrH. (941)- 480 -1500 $-FD(ED WINDOW INSTALLATION GUIDELINES 4H2/13 ESIGN PRESSURE TABLES 2 J ROSOWSKI pWW -6=20 I NTS 3 OF 10 $ MD- 720 -820.1 R«.J R" Rer + @E�EE3GC�� -0 I��II�II @0P 1�1�111�I19C@ IA IN@ IICI �IIII� �YI�IIIIGE 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 ® NOKOMIS, FL 34274 cEaT of ntrrH. (941)- 480 -1500 $-FD(ED WINDOW INSTALLATION GUIDELINES 4H2/13 ESIGN PRESSURE TABLES 2 J ROSOWSKI pWW -6=20 I NTS 3 OF 10 $ MD- 720 -820.1 R«.J R" Rer + TABLE 5: 7116' LAMINATED GLASS STACK 096' SG INTERLAYER 3446' ANNEALED GLASS 3ff8" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY (g7. 11 -7t8' O.C. MAX 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE T8'- TO-TIP DIMENSION TO DETERMINE THE BACK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHCH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 4) THIS SHEET APPLIES ONLYTO FLANGE AND EQUAL•LEO WINDOW& DO NOT USE WITH FIN- FRAMED WINDOWS. TABLE 8: Window Design Pressure (+/•, psQforGlass Type 5 tang $MeM1 87.718 72 76 60 84 88 92 Be 100 104 1-112 O 4$ T 30 +91011-125.4 +901 -120 +901.115.5 +8a -111.5 +901 -108.5 +W -108 +90%1045 +90t -103.5 +9W -1025 +11 -100.7 +80t -97.9 O 32 + . 18.9 + -11 -1053 +x•101.8 +9 --987 +�1 -95.7 -+-a--M-3 +8W -90.8 +9W -90.3 N -89.9 H99 3d + -1 .9 +9-.103 +9W -988 *9W- + 918 44882 +184.4 H41.5 040.1 +179.8 N -78.4 30 +99.1026 49W97.1 - +9.928 +/489 +1.85.5 +/.P-T- +/ -79.T +/ -772 +/75.1 + 73.4 N -72.2 38 + -984 +9-92 0487 44.832 +/•90.7 +/ -78.1 +1.7&2 N -725 +170.3 4498.5 +i -68.3 40 +W.91.8 -198.2 Amd H -79.8 +1 -77.2 -•74.3 +1.71.3 4.87.9 H41 +/.63.4 -1-M-6 42 42 +901 -91.3 +l.K7 NFQ7 H -17.4 +1 -74.3 0.71.3 +!$82 +1 7 +141.6 +159.8 +1 -58.2 +90149.7 •9.93.1 +1 *1.924 +/78.9 0-75.4 +1721 +1•783 44.88.9 +1456 +182.2 Ham. +157.5 +9W -91.3 *1-872 46 44954 +-80.8 +177.2 -73.8 +1-70.1 +1588 +153.5 48 +/ -80.3 N5T.7 +1.85.4 +141.2 4177.2 48 N -827 H• .3 +1-75.8 +/ -71.9 +1483 44.84.8 +/41.5 +147.6 0582 4-79.4 +45 +/ -71.3 50 0.889 +1 -77.5 +1J4.1 •/ -70.3 +188,7 4190.4 *1431 +151.8 +1.77.7 +1 -73.5 +140.5 52 +1-70.1 +1•75.8 +1 -724 0488 +185.1 +151.5 +1-78 +t -71.8 51 +1-77.4 N -73.5 +1.70.5 - +1.87.3 +1463.6 N• 8 68 0- 4472 +1 *1453 0.75.4 58 +1-742 +1•70.3 +185.8 0 -77.8 +173.5 80 +1.727 +148.7 1 44.85 +1.758 02 +•71.2 +147.1 N- 786 +1-74 64 +140.7 +48.5 +1772 58 +1483 8T 718 +F14.9 87 -718 H87 7116' LAMINATED GLASS STACK 096' SG INTERLAYER 3446' ANNEALED GLASS 3ff8" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY (g7. 11 -7t8' O.C. MAX 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE T8'- TO-TIP DIMENSION TO DETERMINE THE BACK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHCH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 4) THIS SHEET APPLIES ONLYTO FLANGE AND EQUAL•LEO WINDOW& DO NOT USE WITH FIN- FRAMED WINDOWS. TABLE 8: EXTa ERIOR off GLASS SITE GLASS TYPE 5 .. LONG SIDE TORT SIDE L- F��l r- LONG SIDE --►� SHORT A/ WE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1- 1H8'NOM. -r GLASS STACK i , i GLASS LAMINATED GLASS STACK 3f18' TEMPERED GLASS 3118'ANNEALEDGLASS 3116' ANNEALED GLASS 7MS'AIRSPAC USED ATCURVED FRAME MEMBERS ONLY @ lv718' O.C. MAX. 1 DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP- TO.TlP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN- FRAMED WINDOWS. ExTERIOR a GLASS TYPE 7 fir GLASS SITE Ll 1 SHORT SIDE LONG SIDE H F� i Window Design Pressure (+F, ps!)forGiass Type 7 e 67.7/8 72 76 80 84 88 92 98 too 104 109.112 O 4$ T 30 +9W -130 +9--130 +9W -130 +M.125 +9W -M-6 +- 1119.8 +0-7181 +0.117 +9.115.8 I +9W -112.7 +W -109.9 O 32 W.-M +9 -.1251 +a -1189 +W 7 4.8 7WTU5 +Wlioa.t 4901 -104.3 +9.1024 +9/ -102 a9W.101.4 49.7 34 +0.123.1 +9.1184 +9W -111.7 +9W- 107.5' +9D/.103.6 +0199.7 •9 -95.3 *W -Ml +9W -90.5 H.90 +/49.8 36 *0.116 +9.109.8 +W104.8 - +9 -100.5 +9-918 +9-983 +1-90 +147.3 +144.9 +1823 38 + - 12 +9-•1042 +90197.8 +9-94 +!lW9L1 N 2 +/94.9 O4t.9 +-79.4 +1-784 +1-74.3 40 x011089 •80'•99.8 +9-934 •9.90.1 ,4-872 W.8 +/40.5 •1787 4473.5 +/-70. 049 42 +9W -1032 +9-957 +W9t2 +147.4 4444 *140.6 71 44731 *149.8 +/489 *145.2 44 +90149.7 •9.93.1 *149.1 +/452 • -81.4 +147.8 +1 -74.1 +1•783 4187.5 +1439 46 +9W -95.5 +9W -91.3 *1-872 +143.2 41 -7 N -754 _ N -71.7 *148.1 -14&1 48 +9W435 +1489.8 +1.85.4 +141.2 4177.2 N 73.3 +149.5 */458 50 +0191.4 +147.6 +14837 4-79.4 +45 +/ -71.3 52 4190.4 + 14-x15 +151.8 +1.77.7 +1 -73.5 +140.5 54 H41.5 +183.-1 +7/-79.8 +1-78 +t -71.8 58 + 45 -W-4- +1.77.5 N• 8 58 +1-838 0.79.4 0.75.4 60 0.821 0 -77.8 +173.5 62 N -80.4 +1.758 84 N- 786 +1-74 66 +1772 8T 718 +F14.9 EXTa ERIOR off GLASS SITE GLASS TYPE 5 .. LONG SIDE TORT SIDE L- F��l r- LONG SIDE --►� SHORT A/ WE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1- 1H8'NOM. -r GLASS STACK i , i GLASS LAMINATED GLASS STACK 3f18' TEMPERED GLASS 3118'ANNEALEDGLASS 3116' ANNEALED GLASS 7MS'AIRSPAC USED ATCURVED FRAME MEMBERS ONLY @ lv718' O.C. MAX. 1 DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP- TO.TlP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN- FRAMED WINDOWS. ExTERIOR a GLASS TYPE 7 fir GLASS SITE Ll 1 SHORT SIDE LONG SIDE H F� i Qa . VICEMSF ' •.'P ` No. 58705 0. SlAtTEIF AL 7h1r11nx" A. LYNN MILLER P.E. P.E988705 O n 4"Do y O 4$ T Utu U_ Xpp N � aw I- Z Oa 0 � p o c C3 O to �z az F q ¢j w � LL O V 9 LU O 2 IL z c a� et0t, Qa . VICEMSF ' •.'P ` No. 58705 0. SlAtTEIF AL 7h1r11nx" A. LYNN MILLER P.E. P.E988705 og O m V! + m 1 0) Q 111 m m� t u e s I Y f ! Ila z 51 I I"` m mi m fll m $ try � i N O ° 0 8 StcR Sae (In) I �mqqmqq ry 11.N�00la q(,,qq��,,pp tyo� is& N� Ppyy AN0 4yt, gut yy�� ffJJ 4t WW N0 +yy+ ��+ppgg�+qqgr� r ++ iggg+i +��♦pQ+i f(J�L�,, C O 4(�t� t��y.s O O 4�s� O O t(,J.� 4�f O O C�J� 4�t P O f�J t•�f��ya C O O O y�y��4�f,�(�� O O + t t$$t +m8a gg tggt yy �C�OOO lilt ,. + � �is � 11� l", i .918 191911 S stars S31I^ +1388 o a inm W g n',�13Si3f3t3 °i3� '� Wag ip��g y @4$6 @�j g� @�� y8 y4+� (Tr 00P+S a q !3 8 i3 is i ggkk q yyy, 0 O13�m � w 1. 0 0 + + i 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 P.O. BOX 1529 ® NOKOMIS, FL 34274 CEMOFAIJTH.> 6 (941)480-1600 FIXED WINDOW INSTALLATION GUIDELINES 8 4/12/13 DESIGN PRESSURE TABLES 4 J ROSOWSKI PW -720 I NTS 111 5 OF 10 2.4 MM720- 820.1 PW xeva nova Rw DEDGE ISTANCE INSTALLATION TYPE A 4 WINDOW EXTERIINC meow a HEIGHT TIP- TO•TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT - 2-3t4' a EMBEDMENT ' •af ••`� INSTALLATION I+— EDGE TYPE B DISTANCE —' 2X WOOD 13UCKSTRIP OR FRAMING, SEE NOTE 2. THt3 SHEET I FRAME MEMBERS ONLY '°s ••d 011 -7/8' O.C. MAX. � PERANCHOR REQUIREMENT ii— #12 STEEL ELF- DRI-UNG SMS (058 SEE TABLE 8. THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNOERNEATHTHE BEADING INSTALLATION TYPE C EMBEDMENT 1, 1/4 MAX SHIM EXTERIOR C7 MIIUMI -OADE APPROVED MULLION (SEE SEPERATE NOAL ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE S.THIS SHEET —fT 1/4' MAX SHIN) 1X WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET .' .. CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S. THIS SHEET VERTICAL SECTION B -B 1X WOOD SEE NOTE 2, TYP. ANCHOR TYPE. EMSEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE S. THIS SHEET INSTALLATION EMBEDMENT TYPE B G SHEET • <' DISTANCE EDGE A• 1 EXTERIOR 4 1� VISIBLE LIGHT WIDTH= WINDOW BUCK WIDTH - 2-3/4' YHINDOWSUCKWMTH CqNCREfE1CMU tom•- Y TIP TO-TIP WINDOW WIDTH PER ANCHOR a y1 •nay REQUIREMENT 3 HORIZONTAL SECTION A A .rNOp N ,{ Anchor EMBEDMENT ' ' EDGE DISTANCE • • . • .:. •? �' �1/4' MAX F.T. 8ottilem Phre (90 -GAM SHim 14W TYR ANCHOR TYPE, MMIraea n• EMBEDMENT AnKI EDGE DISTANCE PER SUBSTRATE. .; t • '. . SEE TABLE S. THIS SHEET A38 Steel AT CURVED 0.083' • I FRAME MEMBERS ONLY '°s ••d 011 -7/8' O.C. MAX. � PERANCHOR REQUIREMENT ii— #12 STEEL ELF- DRI-UNG SMS (058 SEE TABLE 8. THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNOERNEATHTHE BEADING INSTALLATION TYPE C EMBEDMENT 1, 1/4 MAX SHIM EXTERIOR C7 MIIUMI -OADE APPROVED MULLION (SEE SEPERATE NOAL ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE S.THIS SHEET —fT 1/4' MAX SHIN) 1X WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET .' .. CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S. THIS SHEET VERTICAL SECTION B -B 1X WOOD SEE NOTE 2, TYP. ANCHOR TYPE. EMSEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE S. THIS SHEET INSTALLATION EMBEDMENT TYPE B G SHEET • <' DISTANCE EDGE A• 1 EXTERIOR 4 1� VISIBLE LIGHT WIDTH= WINDOW BUCK WIDTH - 2-3/4' YHINDOWSUCKWMTH CqNCREfE1CMU tom•- Y TIP TO-TIP WINDOW WIDTH PER ANCHOR a y1 •nay REQUIREMENT 3 HORIZONTAL SECTION A A .rNOp N ,{ Anchor Substrate �ncee Min. Embedmem Max swim #12 or IOH4 41088 3orow F.T. 8ottilem Phre (90 -GAM 1 14W IT MMIraea n• 8' ' IT A38 Steel 318' 0.083' • IT Steel ShW, Or. 33 min. 319' 0.046' 8 Ga • IT 912 or #14 Steel Screw (C;S) " P.T. Southern Pine (80-0.86) 8118' 1318' 12, Ahwdkwm. 8083 -T5 min Steel 3ffi* 319" 0.063' • 0AW • IT IT Steel Stud, Gr. 33 rate, XV 0.046• (IS Da • 12" 1/4' 410 86 CreteFMx UMauted CMU, (-TM 000 2.1M 1 -0/4' IT Concrete (adn. 3.35 kaq P 1.3/4' IT 1/a• ftd Ulltmcae - Concrete (min. 2.8R 1• 1.314• IT rnm ��• 2.85 kel) 2 -1/T 1318• 1z Urlgrouted CIVIL. (ABTA ZU7 1 -i/4• 1T Mooted CMU TM G40 2- 1.3IM tz WIS. Steel Ultrnoon Carloaete (mtn 3.a ke 1 -u4• 1314 1 Grouted CMU TM 2-1/2' 13/4• 1T - fluNAR -05 ImrwmJ1 t=Tvr4u JrmF 1p'LANm1I 1m INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. L WOOD BUCKS DEPICTED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1- 1PY.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1 -HIT THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL 'THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. g �� N Z� i3 y V U Xpp — °��y Z 9b0 3. p emu a Ci v o ° g o Z O m z z o °o v Of aE IYNN ��4 �i "' (.•88705 Bw RLIs A. LYNN 6 UML P.E P"6905 INSTALLATION TYPE E 4 WINDOW 13UC K HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 23/4• EDGE 2X WOOD SUC KSTRIP OR FRAMIM SEE DISTANCE �NOTE2.THISSHEET INSTALLATION TYPE O INSTALLATION TYPE F 114' MAX. SHIM {•+— 912 STEEL SELF - DRILLING SMS _71 (GSA SEE TABLE 9. THIS SHEET INSTALLATION TYPE H �� 0 VJAMI -DADS APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B.THIS SHEET }-114 MAX SHIM ��1 }L 1X WOOD SUCKSTRIP, I SEE NOTE 2, THIS SHEET } ! ; EMBEDMENT CONCRETE PER . = +.. ' + ANCHOR •4 '' �q. 4 • �' y REQUIREMENT INSTALLATION I a. TYPE F N� DI EDGE STANCE • 'TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER VERTICAL SECTION D-D SUBSTRATE, SEE TABLE 9, THIS SHEET HORIZONTAL SECTION C-C EMBEDMENT EDGE DISTANCE_ CONC RETEICMU PERANCHOR REQUIREMENT Arwtxu suuswle Mln. Edge Oletetxse 1X WOODSUCKSTRIP, Max O.C. Spaekg 912 or 014410 SS Screw P.T. Souftm Plm W&M EMBEDMENT SEE NOTE 2, THIS SHEET 1r AMELM �— —� 114 MAX SHIM TYP. TYPE, _ r EMBEDMENT 318' '. EDGE DISTANCE PER SUBSTRATE. SEE TABLE S. THIS SHEET DISTANCE. 3V 0.045 18130 • tr p P.T. Southern PNe (SCR =0.88 Alrminum, 808376 m 9118' 3J8' I-W 0.083• • 12' tr 012 or 014 Steel 8omw L114MAX 2 SHIM 1 2 Steel Stud Or. 33 min. 318' 0.04 IT 114.410 S8 Cretd%x un9muted CMU, TM C•9Df z -Ur O �TYP.ANCHORTYPE, EMSEDMENT AND EDGE ,,; ! •'..•. 1' z DISTANCE PER SUBSTRATE, ,r . to mkr. 11 SEE TABLE 9, THIS SHEET FI-aw tr EXTERIOR USED AT CURVED I FRAME MEMBERS ONLY '• %' '�• ' .'.' •e ;- 11 @ 11 7A8.O.C. MAX. CONCREt'E:.1duIU �.— VISIBLE LIG)TTWDTH- WINDOW SUCKWIDTH- 243!4' 2.11r PERANCHOR 1r REQUIREMENT •..} - WINDOW BUC K WIDTH 114' MAX. SHIM {•+— 912 STEEL SELF - DRILLING SMS _71 (GSA SEE TABLE 9. THIS SHEET INSTALLATION TYPE H �� 0 VJAMI -DADS APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B.THIS SHEET }-114 MAX SHIM ��1 }L 1X WOOD SUCKSTRIP, I SEE NOTE 2, THIS SHEET } ! ; EMBEDMENT CONCRETE PER . = +.. ' + ANCHOR •4 '' �q. 4 • �' y REQUIREMENT INSTALLATION I a. TYPE F N� DI EDGE STANCE • 'TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER VERTICAL SECTION D-D SUBSTRATE, SEE TABLE 9, THIS SHEET HORIZONTAL SECTION C-C EMBEDMENT EDGE DISTANCE_ CONC RETEICMU PERANCHOR REQUIREMENT Arwtxu suuswle Mln. Edge Oletetxse "M' 1:mNadmard Max O.C. Spaekg 912 or 014410 SS Screw P.T. Souftm Plm W&M M-8- 1r AMELM �— 3t8• J LL r A38 Bleel 318' 0.083' , tr Steel Scud, Or. 33 mk 3V 0.045 18130 • tr p P.T. Southern PNe (SCR =0.88 Alrminum, 808376 m 9118' 3J8' I-W 0.083• • 12' tr 012 or 014 Steel 8omw 368tael 318' tr Steel Stud Or. 33 min. 318' 0.04 IT 114.410 S8 Cretd%x un9muted CMU, TM C•9Df z -Ur O z Conorate (mle. 3.38 kel) 1' z tr 114 Steel tllmmn to mkr. 2 88 ke 1• FI-aw tr ( e2 -117 tr CM , (AS 2.11r 1r TM C4M 2 -tlr tr 8/15 Sleet IJEracon Canoes mbL 3.8 ka0 1 -114' IT oreuted cM TM C-8 2NIr I 1314 1r • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE INSTALLATION NOTES: I. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 4-11r. IX WOOD SUCKS ARE OP77ONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLK1 CONCRETE. WOOD BUCKS DEPICTED AS'WARE 1 -112' THIC KOR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO HE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. rc o a o J LL W z � = LL .- WUV pxoN p w g F-- m p ee a n �Y °z 0: z 0 f= ® z O z Z z LL W 8791 '�D B� g! LYNN * ' NO.58705 MT 6o', A. LYNN MILLER P.E. P.11#W08 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET _ INSTALLATION TYPE 0 : VISIBLE LIGHT iE1GHT = NINDOW SUCK 4EIGHT - 2.3W INSTALLATION TYPE J 2X WOOD SUCKSTRIP OR . THIS SHEET FRAMING, SEE NOTE 2INSTALLATION INSTALLATION NOTE 2, TYPE J TYPE K EDGE EDGE DISTANCE DISTANCE 114' MAX EDGE DISTANCE —+{ SHIM a�i 2x WDOD BUCKSTRIP 2X WOOD SUCKSTRIP OR FRAMING, SEE F��' SEE NOTE 2. THIS SHEET NOTE 2, THIS SHEEP IW MAX TYP. ANCHOR TYPE, EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET EMBEDMENT USED AT CURVED 1 FRAME MEMBERS ONLY L 0 11 -713" O.C. MAX. ua'tMIA1L SIM �{ INSTALLATION TYPE L #10 STEEL SELF-DRILLING SMS (G6). SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP Sc�(m(e EXTERIOR OR FRAMING, SEE 2-Ur x .113 Box Nall P.T. SatOcem Pine NOTE 2, THIS SHEET tc 114' MAX SHIM MIAMI -DACE APPROVED MULLION 316 (SEE SEPERATE NOA).ALUMWUM• 2 -Irr x .146' Roo Nan STEEL FRAMING OR STEEL STUD. 318' SEE SUBSTRATE PROPERTIES. A70 x 1• Steel Screw TABLE 10.THIS SHEET EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EM13EDW -NT AND EDGE DISTANCE PER SUBSTRATE• SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F EMBEDMENT I EXTERIOR 11 VISIBLE LIGHT WIDTH= � $ WIN0OW SUCK WIDTH -2-W W WDOW BUCK WIDTH HORIZONTAL SECTION E -E Anchor Sc�(m(e Mtn Edge Dlatetrce Max. O.C. S ci 2-Ur x .113 Box Nall P.T. SatOcem Pine 8116' tc 2.1/2' x.131* Common Nall P.T. Southern Pine 65 316 6 2 -Irr x .146' Roo Nan P.T. SCUthma Pine 318' 6' A70 x 1• Steel Screw P.T. Southern Pho 117 6 x043' Alumho, 6DS3-75 mm. 6116' 6 IIIVA36Steel 6H6 6 0.046 18 Gal Steel Stud Gr. 33 8H6' 6 MIN. OF 3 TKREA05 BETOND THE METAL SUMS IMM. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD 6=8 DEPICTED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1- 1/E'. 1X WOOD BUGS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'W ARE 1 -lir THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL• THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. d n M C o a a n clap 87 N oO o z n _� re UV XN O Z O 0 �xa Op Z o °z az F LL O a F H Z z0 gZ Z_ § �V O 1 DO Z LL LL can timo LYNN NSe i No.58705 s2TA, A. LYNN 14 LLUL P.E. P.E.#SBnS INSTALLATION TYPE M� FOR THIS INSTALLAflON METHOD ONLY, ANCHORS MAY SE NO ' • MORE THAN O.O.C. LLA 4 EXTERIOR a WINDOW BUCK MGM VISIBLE LIGHT HEIGHT WINDOW SUCK HEIGHT - 2-W INSTALLATION TYPE N TENT . .•4 - EDGE DISTANCE 2X WOOD SUCKSTRIP EDGE OR FRAMING SEE DISTANCE NOTE 2, THIS SHEET EMBED MEW 114• MAX MM TYP. ANCHOR TYPE. I v —EMBEDMENT AND EDGE `I DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED EDGE FRAME MEMBERS ONLY DISTANCE @ 11 -718' O.C. MAX. FRAME PERANCHOR REQUIREMENT 114• MAX.3fiaA �•{ INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY BE NO • MORE THAN 0' O.C. @12 STEEL SELF-DRILUNG SMS (GS), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M INSTALLATION EMBEDMENT METHOD NL , ON TYPE N 1 /4•MAX ANCHORS MAY BE NO •. r .•'• SHIM • MORE THAN 8'O.C. ..• 1X WOOD SUCKSTRIP. SEE 2X WOOD BUCKSTWP NOTE 2. THIS SHEET OR FRAMING. $EE NOTE 2. THIS SHEET ..', TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. •',�.. L.•,. :. S SEE TABLE II, THIS SHEET :t._..*.. :• `.., nw I„F y VISIBLE LIGHT WIDTH e �,�„� �� WINDOW BUCK WIDTH -2314• wINDOW BUCK WIDTH ANCHOR TYPE, �Iq II EXTERIOR EMB E6rNEDMENT AND EDGE DISTANCE PER SUI�TRATE, �' O.O. d 012m•N14410838omw SEE TABLE 11. THIS SHEET 8/18' MAX SHIM MIAMI -DADE APPROVED MULLION EXTERIOR (SEE SEPERATE NOA46 ALUMINUM, �IW STEEL FRAMING OR STEEL STUD. A38 SW SEE SUBSTRATE PROPERTIES, 0.083' • 0• TABLE 11,THIS SHEET Wr 1X WOOD B1X;ILSTRIP. SEE NOTE 2, THIS SHEET 0• '4� 1• 4.. �_• .�;.' ;ice VERTICAL SECTION H -H HORIZONTAL SECTION G -G TAU E 11- EMBEDMENT a:• Subwate .••�,',•'� EDGE DISTANCE �' O.O. d 012m•N14410838omw CONCRETEACMU 8/18' PERANCHOR REQUIREMENT r EXTERIOR WIF 0 <r• Ar" Subwate Mlm Edge DWI" Min. Embedment �' O.O. d 012m•N14410838omw P.T. BoutAem W+re 8/18' 1318' r ummm++ W33-75 min. WIF 0.083• <r• A38 SW 3t8• 0.083' • 0• Sted Stud Or. 33 mb+. Wr 0.045' 18 Ga • 0• *t2 orB14 Steil Scmw (CM P.T. SaObem P1ne OaO. 1110' 1.318' 8' Altugn 0 min. 318' tour • r A38 Steil 3t8' 0.083' • r Steil SEA Gr. 33 WE.— 310' 0.045 18 Ga • 8• 1W 41088CteteFlex Uigmutml AS7M 04q 24W 1 -1/4' 1r OmwrdD 335 1• 1314• 1r V4' Steil U mww Cmmmte 2A5 P 1 4• 1r Cmmmb 2.88 2 -Vr 1.318' 1r CMU, ASTM C410 247 1 -147 . 1r Gmuted 690 2 -Irr 14W tr 8118' Sted UAtmm Conorde min. 3.8 kel 1 -V41 13/4' tr GmatedCMU 690 I 2Vr I 1314• I tr - +mn. urs +nnrnus na:rurvu +nt mt+w. sue+u+nn+e. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTANO EDGE DISTANCE LIMITS, 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN t- 1rr.1X WOOD SUCKS ARE OPTIONAL. IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'W ARE 142' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHER OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NGA APPLIES TO WHOLE SYSTEM. n rc n z a N wey o a ur o0 z s w%3 7S W w+ao V _U XQQ e ZdL2 0 p a� .6 O z az 0 a O rn wag Z z O F Z in z to Z It. IL agU "80 `%\ " L (1LYNN tit/ i��'i Aa�ENSF''��P ' W. 58705 '• STAT �U S 0NA11 � +� ANA MILLER, P.E. USE GASKET ANDIOR SEALANT ASSEMBLY DETAILS FOR FLANGE S EQUAL -LEG FRAMES m \-- EQUAL LEQ FRAME k MITERED FRAME WITH INTERIOR / F� AND EXTERIOR FRAME WELD IIIL�/ O FLANGE FRAME (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS O TAM F 1T Am POT Part 0 Descdption Material 1 42830 Flanged Frame Alum S08348 2 4286 Equal -leg Frame Akan. 6083T6 3 4266 Integral Rn Frame Alum. W8378 4 4255 7118" tams. Glass Beading Alum. 808376 6 1 4254 LM Gloss Sead nq Alum 808376 8a 4270 1 Installation Fastwier Cow Aktm. 8083.76 8b 4224 Installation Fastener Cover FVd PVC 10 70MOC Gasket (at 9V soarer )alms) P*G&ylene 11 TP24718 Vinyl Bulb Weatherehip Flex PVC, Dum 65 +14 13 Dow 889, OE 7700 8111cons or Equix 20 71852K Setting Block, Mona 3fW x 71W x 4 Neoprene, Darn. 85+/-1 21 71704AK ISetting Block, I.G. 3116' x 1432' x 4" Neoprene, Duet. 86 +/ -1 22 DLRAK718 7/16' Dum8eat Spacer 29 :1- FM 14W FH SMS StaWass Steel 30 781PDX ItB x 1' Hued PH SMS stainless Steel .878' - -►�}�— .066' 7/18" LAN (—,A-) GLASS BEADING � `*� #4255, 6083 -T5 ASSEMBLY DETAILS FOR FIN FRAMES °CORNER FRAME ASSEMBLY ANGLEWatayED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 084' - 1..– Are .OBY 1.378' k .800' .438 COEQUAL -LEG FRAME #4285,6063-T5 F --- .34s .8-778 — I.G. GLASS b BEADING #4254,6063 -T5 1.378' k •074• r LOST' 438 �l1_ I 1.128' _— A77' 3 FIN FRAME #4256,6003-T5 –►{ 1.037' INSTALLATION FASTENER COVER #4270,6083-TS E u Y Y .084. !Mi-- .07d' yr 082' 1 s7s q o � 1 1.006' .o80•— z FRAME OFLANGE #42530,8063 -TS .878' - -►�}�— .066' 7/18" LAN (—,A-) GLASS BEADING � `*� #4255, 6083 -T5 ASSEMBLY DETAILS FOR FIN FRAMES °CORNER FRAME ASSEMBLY ANGLEWatayED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 084' - 1..– Are .OBY 1.378' k .800' .438 COEQUAL -LEG FRAME #4285,6063-T5 F --- .34s .8-778 — I.G. GLASS b BEADING #4254,6063 -T5 1.378' k •074• r LOST' 438 �l1_ I 1.128' _— A77' 3 FIN FRAME #4256,6003-T5 –►{ 1.037' INSTALLATION FASTENER COVER #4270,6083-TS E u Y Y o o � N 0 z Z LL UV qqy O � Z 0b °z az O W axo dJ N Ix op Zd o I ® ? Z O LL D o� (?yy �,at •tea I.YN/V No. 58705 *' fr- :gyp'•. sTAT F ;��14 I if A LYNN MILLER. P.E. P" (18708 R WIND CALCULATIONS INSTALLER: YAMILL GLASS & WINDOWS 4806 S.W. 75TH AVENUE MIAMI, FLORIDA 33155 PHONE: (305) 826 -2121 PROJECT: IMPACT WINDOW/ DOOR INSTALLATION AT: 366 N.E. 93 STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY 'i� �"-� c � �li nD�t• Ir. ;.�. PREPAkED Y: ° C . LO %roffl Egg , P "ST CTP ! Id-ER' L. .j� GI ]� c "YOUR ON -CALL IN F'E'RING COMPANY" 9420 S.W• 1 12Th STREET, MIAMI, F10RidA 331 76 TEL (786) 242.1720 - FAx: (786) 242.4399 t i G STRUCTURAL, ENCINEERINC CO SHEET NO Z- OF 9420 S.W. 1 12TH STREET DATE __�� ° MIAMI, FLORIDA 3 3` 7 b t ,,t TEL ;78b) 242.1 720 FAX 78b 242 5 , °- DNS ; IQ. �;� (4 DESIGN CALCULATIONS CoM,; A5CE -1O vil wo t- oozoAt GA�yv C ► MWEAN ROD; MCI($Wr 0) 15) -fo • A (CvAN$R D1511ANCE r0A a= . I ;K� :� ZCQ' -ta tiAT B� a - a'32,5CoKh Kit _A1�� ••�:� .� �c.ocZ5(,O(o,05�C aaau�s�0aaa��'' ION C 1 GCp'+ � �, 1, 00 P's ate. A�>r p5 F I 1,00 _I.a a poop. S c+k►t ~9 = I 4 5 c��955 0� 955 —y,o55 —4�3tb ��aI 4— .45a3 4- 45t3 Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: Yamill Glass & Windows Job: Impact Window / Door Installation at: 366 N.E. 93rd Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: August 22, 2013 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 47.1 psf Negative Design Pressure (Zone 4): 51.1 psf Positive Design Pressure (Zone 5): 47.1 psf Negative Design Pressure (Zone 5): 63.1 psf DOORS: Positive Design Pressure (Zone 4): 45.3 psf Negative Design Pressure (Zone 4): 49.3psf Positive Design Pressure (Zone 5): 45.3 psf Negative Design Pressure (Zone 5): 59.5 psf NOTE. "Zone 5 "pressures are applicable to openings that are within 5- S" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -10 based on the following criteria: • Risk Category: II • Exposure Category: C • Building Mean Roof Height: 13' -6" • Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If yotr'sho d happen to have any questions or concerns regarding this or any other matter, please do not hesitate to co ct�}�s aoaj�a a; TRI7C NGIIEENG CONSULTANTS, INC. ( E.B. #: 007781) 8/22/13 Carlos M.1` zc �ittaral Engineer FL. , P `' �dcaaoOUGaaapOp° "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MiWi, FloRidA 331 76 TEL (786) 242.1720 - FAx: (786) 242.4399 • : MIUM RESIDENCE 366 NE 93 RD ST MIAMI SHORES , FL T 7B-Y., CEI�TEI?� EP 04 20q WS 13 -D-c� I i PERMIT : Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT S ECT i'O CM AL0 'E 1 , AI_L U STATE ANL) CG UN { riL L.-S AND REGULATIONS AU n0.An, FF S � ��o R (E RXISMOCOLUMN (BYES) r M��'° h� it 0 BEDRODI4 BATE l 1 7 ::., LAUNDRY CL O LIYAIO I RAIN BATH FOYER BEDROOM LEFT © O ct CL Pon" ® BRDROCM O A B ® A B FRONT NOTE: MEAN ROOF HEIGHT: 13'-6" ROOF TYPE: 4:12 GROUND FLOOR PLAN OOARAOB E NOT PmrOF TMPM MTt RIGHT / A E-x—m o cmu N (BYOTBBRB) C V O NOTPARTOP r v 09 F, No. j �6��Le�veeadGua3;'S• DATE: 08123/13 SCALE: 3/16"= 1' DWG. BY: M.R.Z. JOB #: 08 -2013 1 of 6 W M U CJ o DATE: 08123/13 SCALE: 3/16"= 1' DWG. BY: M.R.Z. JOB #: 08 -2013 1 of 6 NOTE 1: WINDOW FRAMESWULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN SfRRTACCORDANCE WCB THE UND'S NOTICE OF AC CEPTANC&REFERTO PRODUCTS CONISOLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DISRIN PRESSURES, AND SIZE ARE PART OFTI S Per. ALLOTHER OPMM S ARENOTPARTOFT705 PERMIT. NOTES: THE MAIN WIND FORCE RESWM SYSTEM OFTHB STRUCRIABQ.E: BEAMS,COLUMNS,FRAMINOXC•) SHALL BE DESKINEDBY OIMW TO WiT'BSTANDTHE LOADS POSED BY THE (HAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VEMY7mmADIQUACY. NOTE 4: ALL HCBUSS WINDOWS SHALL HAVEA SILL HEIGHT NOT TO ERCHED 44' ABOVETHEFPMHED FLOOR NOBS: WBCDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DBUHNSHM PRIORTO FABRICATION. I•x23/4'x.630'x73 -12• , FRONT ELEVATION 'D' 37-XS1•(NOMINAL) SERIES 300 OUTSWM ALUMINUM ENTRANCE DOOR - LARCB/MSSILEOIO+ - N.OA 12-0113.02 ,OCr ZONE 4 :+433 -493 GLAZINCI: 5716' LAMINATED IMPACT RESISTANT GLASS EXTTEETOR Lint U8' H.S.GI.ASS .090 BUMCMFVB BY DUPONT INTER1AYER. INTERIOR LTM IV H.S.GIASS 'C' M.O. IIZ'R73 -IM (1) 56'X73.12•(0 SERIES CA 740 AL0 FU=CASMdWW]NDOW -LMT N.OA: MI21R11 ZONE 4: +47.1 -61.1 GLAZING: 7/16• LAMINATED IMPACT RESL4l'ANT GLASS EXTERIOR LIM 3/16'ANN.CLASS A90 DUPONTSOIPINTERLAYER INTERIOR IdfE: 3/16' ANN. GLASS SERIF X73- 740ALIA�� SERIES CA98AdENf WINDOW LM.L N.OA: 12-1218.09 TONE 4: +47.1 -31.1 CEAZINCL:3/16. LAMINATED IMPACPRESISTANT GLASS EXTERIOR L TM IV ANN.OBASS .090 DUPONT BLJTACIFEPVBBMMAYER INTERIOR LiB: IV ANN. MASS NOTE: WINDOW UNITS SHALL HE MULLED TVGEI'HER USDXk 1' x23 /4•x 11. 73-9222.01. 2• A TUBE MULLIONS BY PQl'. N.OA: 11-0 HYMrr NOT PART Cff V TH64PHRMlT •A' 55' X 52• (XO ) HR710' HORLZONTAL SLIDING WINDOW -LMl N.OA:.,I..04 ZONE 4: +47.1 -31.1 GLAZING :3 /16• LAMD ATRD BeACr RffiSTANrGLASS EXTERIOR LrM IV ANN GLASS .090 DUPONTBUTAQB OR SAFISR KSWSAFE MAXIMUM INT'P.BIAYER. DMERJOR LIM' I/8' ANN. GLASS �4nor, '��ia s(0(u•�dt.�• DATE: 08/23/13 SCALE: 3/16" =1' DWG. BY: MRZ. JOB #: 08 -2013 2 of 6 W o IWi M O � a a a � DATE: 08/23/13 SCALE: 3/16" =1' DWG. BY: MRZ. JOB #: 08 -2013 2 of 6 NOTE 1: WINDOW FRAlMESWU MON ANCHORAOSTO MAIN STRUCTURE SHALT. BE IN STRICTACCORDANCE VMH THE IINITB NOTICE OFACCE FrANMREFERTO PRODUCTS CONTROU NOTE 2: ONLYTHEOPENINGS TRATARE IDENTIFIED WITH THSR PRODUCTS CONTROLN.OA DESIGN PRESSURE$ AND SIM ARE PART OFTITSPMW. ALLOTBEROPMW1 (ISARENOTPARTOFTHM PERMIT. NOTE3: THE MAIN WIND FORCRRISSTING SYSTEM OFTHESIRUCTVRE(LE BRAMS,OOLUMNS,FRAMlNGj=) SHALL HE DESMEDBY OTHERS TO W114STANDTHE LOADS POSED BY THE (LAZING. NO womATIONB HAVE BEEN PERFORMED TO VERIFYTHERADEQUACY. NOTE 4: ALL RGRESS WINDOWS SHALL HAVEA SUL HOW NOTTO SRC® 441 ABOVETHE FINISHED FLOOR NOTE S: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRORTD FABRFATION. NOTPARTOS TII,SPERMIT NOT PART OF THISPM13 T RIGHT ELEVATION 'A' 55•x52'(XO) BR 710' /IT. WN�OWOKTAL SLIDING WINDOW-L.M.I. N.OA 11•I114.04 TONS 4: +47.1.31.1 GLAZING: 5116' LAMINATED IMPACT RESSTANTOLASS F. nMWRLIT' IV ANN.GLASS 090DUPONTBUTACITHORSAFLEXKEEPSAFE ; MAXIMUM INTIRLAYES. INTERIOR UTE: 118' ANN. GLASS 'H' S6' x 52' (RO ) HR-71W ALUMDaYM HPW.ONTAL SLIDING WQNDOW4JU N.OA:11- 1114.04 �' ZONE 4: +47.1 -$1.1 GLAZING: 3/16'TAMINATED IMPACT RESSTANTGIASS ER7ERIOR LTIEc IV ANN. GIA83 .0981 WPONT BUTACDH OR SAPISR RBRPSAFB MAXIMUM INTERUAYRR. INTERIORLI' IV ANN. GLASS m m []- ® O ERISTINGOOLUMN (BY OTHERS) 35' x 39' (XO ) HR- 710°AWMDWMJIORMONTALSLIDINO WAIDOW-L.M.I. N.OA: 11- 1114.04 V ZONE 5: +47.1.63.1 GLAZING: 5/16" LAMINATED IMPACT RESSTANTOIASS WERIOR LIT' 118' ANN. GLASS .090 DUPONT BITTACHE OR SAPLEX RREPSAPS MAXM MRNTEQUAYER. INTERWRIT 118' ANN . GLASS m 37•x39•(xo) HR-710°AWA I WRTIONTALSLMMGWINDOW4JU N.OA:11- 1114.04 ✓ ZONE 4: +47.1 -51.1 GLAZING: 51le LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE, 1/8° ANN. 01" .090 DUPONT BOTACD"E OR SAFLU RHEPSAFE MA2MIUM INTERUAYER. INTERIOR =- 1/8'AM. GLASS H 3 pn,�egeg9�4," W � ° t m� N2 TV �O M 0 DATE: 08/23/13 SCALE: 3/160 = 1' DWG. BY MAX JOB #: 08 -2013 3 of 6 W � z m� �O M o a a �a DATE: 08/23/13 SCALE: 3/160 = 1' DWG. BY MAX JOB #: 08 -2013 3 of 6 NOTE 1: VANDOW FRAMESIMULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANC&REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUMME(LE: BBAWCOLIJWSJiRAMlNG=J SHALL BE DESIGNEDBY OTHERS TO WMISTAND THE LOAD POSED BY THE GLAZING NO CALCULATIONS HAVE BEN PFRFORT\ MTOVERIFY THEIR ADEQUACY . NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SELL HEIGHT NOT TO EXCEED44' ABOVE TIM FINLSHEDFLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIHLDDRAENSIONS PRIOR TO FABRICATION. EMS (BY 'Ll' 64' X SW (NOMINAL) SERIES 3000 ALUMINUMENTRANCEDOOR- LARGE M sTLE�. N.OA 12 -0113.02 ZONE 5: + 453 - 59.5 GLAZING: 5/16' LAMINATED DRACTRESISPANT GLASS EXTERIOR LITE: IM H.S.GLASS .090 BUTACTTH PVB BY DUPONT I TfERLAYER. INIERIORLTLE. ur RS.GLASS °K' 19' X 51 -112° omm) REAR 'SERIES PW -701' AL FD(KD WINDOW -LMI N.O.A. : 13. 0502.03 ZONE 5:+ 47.1-63.1 GLAZING: 7/16' LAMINATED II1v1PACTREMANTGLASS EXTERIOR LITE: 3/16' ANNGLASS .090 PVB DNIE RLAYER. INTERIOR L1TE: 3/16' RS.GLASS 'M' 74' X63' (XO ) ' HR-710' ALU HORIZONTAL BEDDING WROOW-L.14L N.OA: I1- 1114.04 ZONE 4: +47.1 -51. GLAZING: 5116' LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8' ANN. GLASS .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXSv1UM INTERLAYER. I ]TFRIOR LITE: IW ANN. MASS Z' 64' X 80' (NOMINAL) SERDi=O pINTALUMNIUMENTRANCEDOOR- iARGEMISSILE P N.OA 12-0113.02 ZONE 4: +45.3 -493 GLAZING: 5/16" LAMINATED DMPACTRFSW ANT GLASS EXTERIOR LITE: 1/8' RS.GLASS .090 BUTACrM PVB BY DUPONT WIERLAYER INTERIOR LT1E:1/8' RS.GLASS ELEVATION 'G' 3T X39'(X) 3ERD33 CA- 740 ALU WWW CASEMENT WIDIDOW- L.ML NO.A : 12- 1218.09 ZONE 5: + 47.1 - 63.1 GLAZING: 5/16' LAMINATEDWACTRESISTANTGLASS EXTERIOR LITE: 1B' ANUGLASS .090 DUPONTBUTACITEPVBINTERLAYER INTERIOR LT1E:1/9' ANN. GLASS 'O' 30' X 80' (I = ) 'SERIES PW -701• ALUMMIMFDOM WAIDOW -LMI N.O.A. : 13-0402.03 ZONE* +47.1 -51.1 GLAZING: 7/16' LAMINATEDIMPACTRESDITAIlr(Il 3 EXTERIOR LITE: 3/16' ANRGLASS .090 PVB DVTERLAYER. INTERIOR L118: 3/16' RS.GLASS 'OI' 30'X80' (FIB® ) *SERIES PW 701' AL N .O.A.:13- 05003 FDA WIDOW - LMl ZONE 5:+ 47.1- 63.1 GLAZING: 7/16' LAMINATEDAIPACTRESLSTANTGLASS EXrE RIOR LTTE: 3/16' ANN.GLASS .090 PVB INIE RLAYER. INTERIOR LITE: 3/16' RS.GLASS W W cp g6APP�1n,.,9.. p' CFIx: M U � O O a � � — DATE: 08!23/13 cp g6APP�1n,.,9.. p' — DATE: 08!23/13 Y , o La e SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #: 08 -2013 5 NOTE 1: WI DOW FRAMES /MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICTACCORDANCE WITH TUB UNITS NOTICE OF ACCEPTANCE -REM TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL NAA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STR(=JRB(LB: BEAMS.COLUMNSYRAMING,SfC ) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND TUELOADS POSHDBY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY TUEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44' ABOVE THE FINISHED FLOOR NOTE 5 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIE. I)DA NSIONS PRIOR TO FABRICATION. cvr�n rM TMM O ` © LEFT ELEVATION 'L' 64° X W (NOM NAL) SERIES 3000UTSWIIOALL &MIMENTRAACE, DOOR - LARGE MISSILE I pWr. N.OA 12-0113.02 V ZONE 4. + 453 -49.3 GLAZING: 5116• LAMINATED IMPACT RESISTANTGLASS EXTERIOR LrM* IB' 11S.GLASS .090 BUTACTTE PVB BY DUPONT INTERLAYER. INIERNORLM 1/8• RS.GLASS °P' 74° X 52• (XO) '__--_' "s> HR- 710• ALU IORI'ZONTAL SLIDING WINDOW-LIAL NO.A.: 11- 1114.04 ZONE 5: +47.1- 63.1 GLAZING: 5/16• LAMTNATEDAPACTRESISTANTGLASS EXTERIOR LITB: 1/9• ANN. GLASS .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM ENIERIAAYER. INTERIOR LITE: 1/8' ANN. GLASS °N' 32 °X81° (FI] ®) SERIES PW -701• ALLUMFDRED WINDOW LMI N.O.A. : 11.050MO3 ZONE 5:+ 47.1 -63.1 GLAZING: 7116' LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16' ANNGLASS .090 PVB INTERLAYER INTERIOR LTTE: 3/16° HS.GLASS •P 37'X39°(XO) ° HR- 710' ALUMINUM RIZONTAL SLIDING WI DOW -L.ML NO.A.:114114.04 ZONE 4. +47.1 -51.1 GLAZING. 5/16° LAMINATED IMPACTRESISTANT GLASS EXTERIOR LITE: I/S' ANN. GLASS .090 DUPONT BUTACITE OR SAFLEXREEPSSAFE MAXIMUM INl'ERLAYER. INTERIOR LITE: IV ANN. GLASS 'Al' 55• X 52' (XO ) 'BR 710' ALUkIINUMRI7ANTAL SLIDING WIIDOW-L.M.L NT.O.A: 11- 1114.04 ZONE 5: +47.1 -63.1 GLAZING: 5/16° LAMINATEDEMPACTRBSMTANTGLAS3 EXTERIOR LIME: 1W ANN. GLASS .090DUPONNTBUTACTTE OR SAFLBXKMP38AFE MAXIMUM INTERLAYER. INTERIOR LITE: 118° ANN. GLASS s 4 C -z' f i, "r UGut��;�s'vGvoa�.. DATE: 08/23/13 SCALE: 3/160 =1' DWG. BY: M.RZ. JOB #: 08 -2013 5 of 6 W W en M v O E- O �a a a DATE: 08/23/13 SCALE: 3/160 =1' DWG. BY: M.RZ. JOB #: 08 -2013 5 of 6 s NOTE 1: VANDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WTIH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL NOA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF TH64 PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(t.E: BEAMS CALUMNS FRAW0,EPC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSEDBY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED 10 VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS VMMWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED44° ABOVE THE FRUSHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELDI)DAMONS PRIORTO FABRICATION BUILDING CONTINUES 4 ELEVATION A -A BUILDING CONTINUES �♦ 'B' 37' X Sr (XO ) HR -710' ALUMINUM SLMM VVDMW -LIU NO.A:11- 1114.04 !!/ ZONE 4: +47.1 -51.1 GLAZING: 5116' LAMINATED IMPACT RESISTANT CLASS EXTERIOR LITE: 1/8' ANN GLASS .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXDAL)M INTERIAYER. INTERIOR LITE: 1/8' ANN. GLASS ELEVATION B -B 'E' 32' X 82' (NOMINAL) SERIES 300 OUTSWW ALUMINUMENIRANCE DOOR - LARGE MISSILE IMP#Cr. N.OA 12-0113.02 ZONE 4: + 453-493 GLAZING: 5 /16'LANllNATEDDeACT RESISTANT CLASS EXTERIOR I.M. 1 /9' H.S.GLASS .090 BUTACTTE PVB BY DUPONT INTERLAYER EXTERIOR LTTE:1/S' H.S.GLASS W W COD U E O a tUj j 0. DATE: 023/13 SCALE: 3/16"= 1 ` DWG. BY: MILL JOB M 08 -2013 °J;eiY4Lb+ 6 Of 6