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WS-12-1000Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177411 Permit Number: WS -6 -12 -1000 Scheduled Inspection Date: November 28, 2012 Inspector: Bruhn, Norman Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ETC UNLIMITED INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement ' Phone Number Parcel Number 1132060136130 Building Department Comments 3 WINDOWS REPLACEMENT Passed / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 174336. Not ready need window trim completed. NB November 27, 2012 For Inspections please call: (305)762 -4949 Page 9 of 32 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. M «7.10W Master Permit No. BUILDING PERMIT APPLICATION City: r.SUN 0 w2 J v BY: ROOFING Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1/ – 320G – 013 - 6/30 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): VI l `r U _ :SO /l es Phone #: Address: 399 N E q4 �T City: 11it l t Sb S State: F L- zip: 33 138 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: e---re- _. ttabLiikil - Phone #: 30 N c-73/3 Address: 7594 SU..) 1 / 3 City: ,r) 0711 1 State: FL— Zip: 33 173 Qualifier Name: CA-ti LC 4 . b7 C`) Phone #: �1).282-7 313 State Certification or Registration #: eec 035'G (ac, Certificate of Competency #: Contact Phone#:C3oS) 28x-113 .3 Email Address: DESIGNER: Architect/Engineer: ecktari 4 1 ktail ' Phone #: @add-5 3 2-2_ Value of Work for this Permit: $ 1. Square/Linear Footage of Work: ' (F- SC- Type of Work: ❑Addition DAlteration UNew pair/Replace ODemolition Description of Work: tAl t l 1A' '44) lattAti-At Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ees******************************************** Submittal Fee $ Permit Fee $ �3D CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ L .tl Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The fo day of who is personall g in instrument was acknowledged before me this�o Signature Contractor ' 1 f CS-0-0 The fo egoing instrument was acknowledged before me this, ,� 20 0, by V\ \ tqa day of 20 ��by t� d1F , b7 3 known e or who has produced ntification and who did take an oath. who is personally own t or who has produced as identific Sign: 1. Print: My Commission Expires: EDESC.RODRIGUEZ ?*: '. =_, 14 MY COMMISSION# DD 873234 'at EXPIRES: Public jq NO ' Y PUBLIC: n and who did take an oath. Sign: Print: Je2/ My Commission x Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) MERCEDES C.RODRIGUEZ MY MISSION #DDe73 4 EXPIRES: May► 2, 2013 Bonded Thru Notary Public Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY ST BE POSTED • THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. _, STATE OF FLORIDA COUNTY OF DADE TAR FOLIO NO. 11-32Np-013- (0)30 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: CFI-4 2012R0382665 OR 8k 28130 Fa 1389; (113s) RECORDED 05/31 /2012 11:00:44 HARVEY RUVIH, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE 399 NE °1 ¥ ST MIA -1(111 i II `- 2 F L :3 313P 2. Description of improvement t )34\ F'\(1� LI) P-4) ICl 0 Q V)iC -/L4 3. Owner (s) name and address: (VI 6 1 CUM 399 me ° S`i- IU1 AAk. t-b>Les FL 33138 / Interest in property: Name and address of fee simple titleholder. Wit 4. Contractor's name and address: &rtC - - Wit N..t. 159 *u„) 113 07-r 1.-7-3 / l 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or documents may be served as provided by Sew 713.13 (1) (a) 7., Florida Statutes: Name and address: 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address: 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) Signature of Owner Print Owner's Name Sworn to and Notary Public Print Notary's Name My Commission wig -21.f21 STATE OF FLORIDA, cowry OF DARE HEREBY CERTIFY than this is a true copy of the odgtna filed Mike or a on , day of by: A rd WITNESS m hand tr r �IARV: R A4r+ess: q MST Pam VS F- MIAMI DE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled `Impact Resistant Aluminum Tube Mullions", sheets I through 22 of 22, prepared by manufacturer, dated 08129/11, 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 11OA # 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. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gordoera/ NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 • 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 08/29111, 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 24113.2.1, 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 6443 (samples A -1 thru E-i), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.05) 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 -R issued by BNC to POT 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 POT Industries, for their PUT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26 /11 and rii ing on 05/26/16. 4 E -1 Perez, P.E. Product k n, I Examiner NOA No. 11- 0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON- IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS GENERAL NOTES: "' O tii I. 41; 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE GENERAL NOTES 1 INSTRUCTIONS 1 ELEVATIONS 1 MULL TO 2X WOOD 2 MULL TO 1X & MASONRY , 2 INSTALLATION NOTES 2 MULL TO MASONRY................ 3 MULL TO STi9:l STUD 3 MULL TO MULL_ ..... .. ........ 3 ANCHOR SPECS... ............. - 3 ALTERNATATE CLIPS.-- 4 BAY MULL INSTALLATION...._- .. -4 1 X 2 X .126 MULL SPECS_5 1 X 2.75 X .376 MULL SPECS 7 1 X 2.75 X .65 MULL SPECS ~ p N7 1 X 3.125 X .500 MULL SPECS 9 1 X 4 X .125 MULL SPECS 10 1 X 4 X .376 MULL SPECS..... -_.. -_ 11 1.25 X 3.188 X .265 MULL 2 X 4 X .26 MULL SPECS ..... �13 2 X 6 X .26 MULL SPECS- ._..._14 126 X 2.11 X .125 MULL SPECS15 30° X 325 BAY MULL SPECS16 46° X 3.26 BAY MULL SPECS17 MULLION & CUP DIMENSIONS18 -20 EXAMPLES 1 & 2. ... .._..._ 21 LOADING EXAMPLES...._22 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, FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. \ k' icii . BE MULTIPLE MULLIONS OPENING WIDTH FOR VERTICAL MULL ARCHES TO / 5EE DETAILS INSCRIBED INSIDE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS A-DETAI RECTANGULAR HAVE BEEN TESTED AS "FREE - FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL SHEETS 2-3 SHAPE NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. ille IMPACT-RESISTANT ALUMINUM TUBE MULLIONS L NOTES AND ELEVATION Cs! �' i SEE DETAILS A THRU G; SHEETS 2-3 VE MULL LENGTH 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE NLY TWO ADJACENT UNITS AOT A TIME WHEN USING THE DESIGN IPR PRESSURE AND �ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). � .,� -j �� 1 SEE DETAILS i ♦ i/ i j �1 , III ■ / • • N �• • ` % % CO CO CO / / III / % 1 4 I It am-- — ATHRU G; l \ � T. / III J SHEETS pt�IING / HEIGHT F HORIZONTAL MULL SEE DETAIL E, Q • Z V. SHEET 3 FENESTRATION PRODUCTS MAE. BE MUST BE MANUFACTURED BY POT. 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.o 8) REFERENCE: TEST REPORTS: FTL -6443; ELCO ULTRACON /AGGRE -GATOR NOA'S; ANSIIAF&PA NDS FOR WOOD CONSTRUCTION; ADM ALUMINUM DESIGN MANUAL 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 - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH Descriptixt GENERA Q Z Dram By: J ROSOWSKI it rf HORIZONTAL /SEE DETAILS A- D,G,H; SHEETS 2 -3 PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. INSTRUCTIONS: MULL LENGTH HORIZONTAL MULL LENGTH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL". ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULLION'S /FT=) FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 PRODUCT REVISED as complying with the Florida Building Code Acceptance No w �y` 4 a__o r 4) FIND THE CHOSEN MULLION CAPACITY (LBS MULL OPNING WIDTH `� LENGTH I` — HORtZ. MULL LENGTH --I RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE F I 111. 1 REQUIREMENT (LBS /FT't FOR THE OPENING OBTAINED IN STEP 1). Expiration Date .► By ,/�' , ._' �' Miam' + : . ptodltct �t�11111 F OPENING HEIGHT L MULL LENGTH ail _0\ OPENING I 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS I �I III HORRIZ. MULL HEIGHT LIII l VERT. MULL LENGTH VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ��\\� y V /NN hlI(/ / /ice `�N �O� • •GBNgs........ . . �'� .. v� '. * .�c • :7 No 5a70S - �FOR : W -O .'• • S�� 'A •. 'PAN .% -., PLO�2�OP•'4G` ,i F " "' • tG ss� A. L SSIONE , , A. LY�NMINIIIIIIER, P.E. FL P.E.# 58705 ANCHOR/SUBSTRATE /ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED SINGLE MULLION SINGLE MULLION FOR RTICALDMULL --.1 OPENING WIDTH VERTICAL MULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS /FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS /FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) MULLION I I EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. MULLION SEE SHEETS 1 8-20 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS .250" MAX FOR ALL MULLIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18 -10B EMBEDMENT : FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-10B EDGE/END DISTANCE SEE TABLES 1B-10B •4• SIDE VIEW INSTALLATION 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 PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4° S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 'IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.71(81 •. CONCRETE OR CAA. U EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B EMBEDMENT MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE. SEE SEE TABLES 1B-10B EDGE DISTANCE, SEE SEE TABLES 18-108 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. I O 0 M CD i S i co Q Z Y co .O PRODUCT REVISED as complyin* with the Florida Building Code Acceptance No 1- I ' •d iratioa Date .I41-4T. V I�o By `!!� Miam' Dade Product '— ` \t`�1111111` \\\ off.{ !„YNIV i/, �.$`T,. * ENS*' /l16* N.+" • :17 *C 587°5 • NO. • -t� a.` t So 1' ATE OF • , -• N ' . sT � SS�4NAL � A. LYIINIP1ILL1R, P.E. FL P.E.# 68706 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION EITHER THE STANDARD OR OFFSET MULL CLIP MAY SE INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -10B EDGE DISTANCE FOR MASONRY ANCHORS I° EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR 7- PER SUBSTRATE, SEE TABLES 18 -105 BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. .•a� EMBEDMENT • MIN 2.7 KM CONCRETE OR CMU FRONT VIEW • TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B -10B EDGE I DISTANCE SEE TABLES MIN 2.7 KIN CONCRETE OR CMU 18-105 SIDE VIEW INSTALLATION 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 -O, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. VARIES .125" MN. DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) VARIES TOP VIEW MULLION NOTES: 1) MAY BE INSTALLED IN "TEE" OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. #12 STEEL SCREWS, SELF-DRILLING OR PRE -DRILL MULLION AND USE SMS MULLION INTERSECTION U-CLIP EXTERIOR FRONT VIEW SEE SHEETS 18-20 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18 -108 SEE SHEETS 18-20 FOR • HOLE LOCATIONS MULLION EDGE DISTANCE SEE TABLES 18-108 SIDE VIEW FRONT VIEW FOR STEEL STUDS, THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD- BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5 -17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 1B -10B 0 W V z ii PRODUCT REVISED as compiyinn with the Florida Building Code Acceptance No Ex 'ration Date I� I ZfaWffil /1 By / i. L Miarn ► ade Product • 01011 W/ f �\` \``U�`! LYNN M! /. 1/ A,N` .• C,ENS • `�F'Q �1 Qom: •. lit * No.58705 S ATE F . •,��: 0� FLOR10p'•'��j� '' SSJONM- 0 A. LYNN II ILLER, P.E. FL P.E.# 58705 DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) SIDE VIEW SHOWN WITH 1 "X 4 "X .125• MULLION STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. MULLION 0 0 0 0 I 1 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-11B MULLION TOP VIEW 2" X 5" X .125" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30° OR 45° BAY MULL TYP. ANCHOR ./—PER SUBSTRATE, SEE TABLES 12B OR 13B TOP VIEW EXTERIOR 2" X 5" ANGLE CLIP. 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL N_TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B EXTERIOR EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY STANDARD CLIP TO BE MODIFIED IN- FIELD. EXTERIOR INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X .125" MULLION. 2) SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. INTO WOOD, STEEL, ALUM, CMU OR MASONRY zzAA EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-11B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 0 0 2 z PRODUCT REVISED as complying with the Florida Building Code Moo/ Hance No ce S Ex !ration Date '�,[!r7fila �B /y�pMf- 4.1 J� Miam product, redu 1 ++ \ {{ {111111 40 \GENSF • • * 140. 58705 ATE�l� •., ALORIOA •\C"1„: A. LYN� MILLER, P.E. FL P.E.# 56705 TABLE 1A Mullion Capacity Table ()be/ft2) 1 x 2 x .125 Alum. Tube Mullion Opening Width (for vertically - spanning mullions) or Opening Height (for horizontally - spanning mullions) 501n 801n 70 in 801n i 90 in I 100 in 120 In 1401n 180 In Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Meng. Loading Rectangular Loading Trap/Trieng. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trep/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading 2.112" UT U K i. Q (J�p Sa a U 0.48" (p r} ' Q 0.324" Embedment (in): tQ 2g $G 1.3/4" 1 -314" fa. q Li II 1 -1/4" 1� �4 hil 1 -114" {} I G Jill I II II G a 460 lbs 8901bs 1644 lbs G 7 .1 I c 354 lbs 1y {� 468 lbs 0 �4 G C3i7 II 326 lbs 42 In 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 ~ 65.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 481n 74.9 312 83.8 258 82.4 312 73.4 252 63.5 312 67.0 248 46.8 312 63.2 246 41.8 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244 50.8251n 83.9 281 70.8 234 53.2 281 81.5 228 45.8 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 28.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 54 in 52.6 247 57.5 207 43.9 247 40.8 '202 37.6 247 44.8 199 32.9 247 41.5 190 , 20.2 247 39.4 194 20.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 193 80 in 38.4 200 41.2 170 32.0 200 35.4 168 27.4 200 31.5 183 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 18.0 200 25.0 158 83 in 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.8 181 21.7 143 66 In 28.8 185 30.6 142 24.0 165 28.1 139 20.6 165 23.1 138 18.0 185 21.0 134 72 In 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.6 118 76 in 18.9 125 19.7 109 15.7 125 16.8 107 78In 17.5 118 18.2 104 1 TABLE 1B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conn Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3118° Elco Uitrecon 1/4" Elco Ultracon 5116" 8100 Ultracon 3/18" Etc° Ultrec°n 114" Elco Ultrecon 114° SS Elco AggreOalor 6/16" Elm Ultrecon 1/4" SS Elco Aggro:38Zr #10 Steel Screw (06) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (In): 1" 21/2° 1" 21/2" 3-118' 1" 2112" 1" 2.112" 2" 3-1/8" 2° 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1.3/4" 1 -314" 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4° 1 -114" 1 -1/4" 1 -114" 2" 1-3/8" • 1-318" (see note 4) 2 Anchors @ 4.75" Mtn. O.C. J Standard or Offset Clip (FIg. 1): 300 Ws 390 lbs 460 lbs 8901bs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 468 lbs 664 lbs 1182 lbs 326 lbs 420 lbs 560 lbs 4 Anchors @ 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbs 700 lbs N/A N/A N/A N/A 380 lbs N/A N/A N/A NIA NIA 652 lbs 840 lbs 1120 lbs 4 Anchors ti 3" Min. 0.0.1(2) 2x5 Angle (lips / (Fig. 3): 780 lbs 780 lbs 880 lbs 1680 lbs 1890 lbs 540 lbs 560 lbs N/A 760 lbs 936 lbs 880 lbs 2364 lbs 852 lbs 840 lbs 1120 [be 2 Anchors g, 0.45" Min. O.C. / U-ClIp. into 1/8" Alum. (Fig. 4): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A . NIA NiA NIA NIA 716 lbs 1 Anchor / F-Clip (FIg. 6): 195 lbs 195 lbs 225 lbs 445 lbs 822 lbs 135 ibs 140 lbs 177 nos 370 lbs 234 lbs 332 lbs 591 lbs 163 lbs 210 lbs 280 lbs 2 Anchors 1.16" Mln. O.CJ F-Clip (Fig. 8): 240 lbs 360 lbs N/A WA N/A N/A 190 lbs N/A N/A NIA NIA N/A 326 lbs 420 lbs 580 lbs NOTE: FOR THE OFFSET CLiP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: 0 • 0 FIGURE 3: • • FIGURE 4: • FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 6: • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ( ANCHOR CAP.,",,,, �) _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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION 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 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 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -1 1.000" 1-- 2.000" .125" 1" X 2" X .125° MULLION O t4 z 0 -J W m 2 D z •-kj z co W J N ,g RO tti 5 O M CO 2 0 PRODUCT REVISED Bas ui ld compl ing tidying e with the Florida Acceptance No I - IL # Ex nation Date !A .SWI'1 ,' rr _. By .i..cc��i..�. ■ ; : - Product ;;,I 1111! >> /i Y1 f I(,1��4f i/i Q-. �C * No. 58705 T ...,I 9E°J F'COR \p� ��'�;S,S�°I. A. LYNN MIL'Lk'R, P.E. FL P.E.# 58705 TABLE 2A Mullion Capacity Table (Ibs/ft2) 1 x Alum. Mullion 2 x .375 Tube Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally -spann rig mulilona) 50 In 60 In 70 In 80 In SO In 100 in 120 In 140 In 160 In Rectangular Loading Trap/Triarg. Loading Rectangular Loading ' Trap/Trleng. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trepfrriang. Loading Rectangular Loading Trap/1Yang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Mg .t1 � _ r � 1-3/4" � Anchor Capacity Requited Obs) � 2' 1 -1/4" iJnc t Anchor Capacity Required Obs) 1.1/4° I Anchor Capacity Required Obs) ii I n (see note 4) it Anchor Capacity Required Obs) 1 fin 890 lbs f ii • i & II g IAnchor Capacity f Required (Ms) ii 664 lbs it AnchorCapacity Required (Ws) Mullion Capacity Off. Anchor Capacity Required Obs) 4 Anchors a 1.16" Min. O.C. I Standard (or Offset) Clip (Fig. 2): 42 In 170.0 620 170.0 435 151.3 882 170.0 476 129.7 682 170.0 506 113.5 682 169.5 518 100.9 662 188.9 617 90.8 882 188.9 617 75.7 862 168.9 517 84.9 682 188.9 517 56.7 662 188.9 517 48 In 121.8 507 136.0 419 101.4 507 119.2 410 88.9 507 108.7 403 76.0 607 102.8 399 87.6 507 99.8 397 60.8 507 99.0 396 , 50.7 507 99.0 396 43.4 507 99.0 398 38.0 607 99.0 396 50.625 in 103.7 468 114.8 379 86.4 458 99.9 371 74.1 456 90.5 384 84.8 456 84.8 380 67.8 458 81.3 367 51.8 468 80.0 358 43.2 456 80.0 356 37.0 458 80.0 358 32.4 456 80.0 358 54 In 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 316 42.7 400 62.3 314 35.6 400 81.8 313 30.5 400 61.8 313 28.7 400 61.8 313 60 In 62.3 324 68.9 276 51.9 324 57.5 270 44.5 324 51.2 284 38.9 324 48.9 280 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 222 324 40.5 263 19.5 324 40.5 253 Mull Lent 83 In 53.8 294 57.4 252 44.8 294 49.2 246 38.4 284 43.8 241 33.6 294 39.8 237 28.9 294 37.1 234 26.9 284 35.2 232 22.4 294 33.6 230 19.2 294 33.4 230 16.8 294 33.4 230 86 In 46.8 268 49.8 230 39.0 268 42.4 226 33.4 288 37.6 221 29.2 . 268 34.1 218 28.0 268 31.6 216 23.4 288 29.8 212 19.6 288 28.0 210 16.7 288 27.7 209 14.6 268 27.7 209 721n 36.0 225 37.9 198 80.0 225 32.2 191 25.7 225 28.4 188 22.5 228 25.6 165 20.0 225 23.5 182 18.0 226 22.1 180 15.0 228 20.3 177 12.9 226 19.6 175 11.3 225 19.8 178 70 In 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.6 187 17.0 202 19.7 165 15.3 202 18.4 163 12.8 202 18.7 160 10.9 202 16.9 168 9.6 202 15.8 168 78 In 28.3 192 29.6 168 23.8 192 25.1 165 20.2 182 22.0 182 17.7 192 19.7 159 16.7 192 18.1 157 14.2 192 18.8 155 11.8 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 90 In 18.5 144 19.0 128 15.4 144 18.1 126 061n 15.2 127 16.8 113 r t TABLE 2B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU ' PT Wood Metal Anchor 1Ype 3/18' Elcd@Jltr�on 114" Mc* UBr�on 5/18' Elco Uilracon 3118' Elco Ultracon 1/4" Elco LAtrecon 114" SS Elco AggreGator 5/16" Elco LRrecon 1/4" SS Etco AggreGator #10 Steel Screw (05) #12 Steel Screw (05) #12 Steel Screw (05) Edge Distance (in): 1° 2 -1/2" 1' 2 -1/2" 3. 118° 1' 2-1/2" 1° 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-314" 2' 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1.1/4° 1.114° 2" 14/8" 1-3/8' (see note 4) 2 Anchors @ 4.75" Min. O.C. I Standard or Offset Clip (Fig. 1): 380 lbs 390 lbs 450 lbs 890 lbs 1644 lbs 270 Ma 280 lbs 364 lbs 740 lbs 488 lba 664 lbs 1182 lbs 328 lbs 420 lbs 560 lbs 4 Anchors a 1.16" Min. O.C. I Standard (or Offset) Clip (Fig. 2): 480 lbs 700 Ms NIA WA NIA NIA 380 lbs PIA N/A N/A N/A N/A 852 lbs 840 lbs 1120 lbs 4 Anchors 3" Min. O.C.1(2) 2x5 Angle Clips ! (Fig. 3): 780 lbs 780 lbs 680 lbs 1560 lbs 1896 lbs 540 lbs 660 l s N/A 760 lbs 938 lbs 880 lbs 2364 lbs 662 lbs 840 lbs 1120 lbs 2 Anchors @ 0.45" Mn. O.C. / U-CIIp,Into 1/8" Alum. (Fig. 4): N/A WA PIA N/A WA N/A N/A N/A , NIA NIA NIA PIA N/A N/A 716 Ms 1 Anchor! F-Clip (Fig. 5): 195 lbs 196 lbs 226 lbs 446 lbs 822 lbs 135 lbs 140 Ws 177 Ms 370 Ms 234 lbs 332 lbs 69116s 163 lbs 210 lbs 280 lbs 2 Anchors Co 7.16" Mln. O.C./ F-Clip (Fig. 6): 240 lbs 350 lbs N/A N/A N/A WA 190 Ms N/A N/A WA NIA NIA 328 Ms 420 lbs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • O O • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 6: • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„,) x ( ANCHOR CAP.,,, ` =ANCHOR CAP., , `MULLION CAP.F..T 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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. ALL MULLION 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 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 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -- 1.000" -.- 2.000" 1" X 2" X .375" MULLION 4 CL PRODUCT REVISED as complying with the Florida Building Code Acceptance No - DI . . 1 Ex . iralio Date ..17, le ado Product' ►„ By Muni 1 wit Iltl//i i,N1 LYNN. Al •i �'��• .,�CENSS•'•`�'Q * No. 58705 = -a a iv` A. LYNI�'MILL�R,,P.E. FL P.E.# 58705 w- TABLE 3A Mullion Ca .ac Table Ibs!H&) 1 X 2.75 X .375 Alum. Tube Mullion Openin .' Width (for vertically-spanning mullions) or Opening Height (for horizontally- spanning mullions) 50 in 80 In 70 in 80 In 90 In 100 in 120 In 140 in 160 In Rectangular Loading Trep/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Tra. Bang. ding I Rectangular Loading Trap/Triang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Trap/Mang. Loading 1° 2 -1/2" 3- ' I Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading ,;' ` II i 2 ,, c� a 2 f ,, g � a 8 2� hi 412 2 =. 2' 2" f- �a 2. a 2c a f 2c _ a 2 .. re P g hi a 2= hi 2 hi m e hI rc 2. hI w 2c 740 lbs 2 664 lbs a 2c , I m 3 2 42 in 170.0 820 170.0 436 170.0 744 170.0 478 1 170.0 868 170.0 508 � 170.0 992 170.0 519 170.0 1118 170.0 680Ibs 170.0 1240 170.0 521 148.7 1301 170.0 621 127.5 1301 170.0 521 111.6 1301 170.0 521 481n 170.0 708 170.0 524 170.0 860 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 681 151.8 1139 170.0 135 !be 138.8 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 86.4 1139 170.0 880 50.6251n 170.0 747 170.0 663 170.0 896 170.0 631 187.8 1032 170.0 604 146.8 1032 170.0 723 130.5 1032 170.0 117.4 1032 170.0 756 97.9 1032 170.0 758 83.9 1032 170.0 766 73.4 1032 170.0 756 64 In 170.0 7977 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 95.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 60 in 141.1 735 151.5 625 117.8 735 130.3 811 100.8 735 118.0 599 88.2 735 108.2 580 78.4 735 98.5 683 70.8 738 95.1 678 68.8 735 91.8 674 50.4 736 91.8 574 44.1 735 91.8 574 63in 121.9 888 130.0 670 101.8 688 111.5 557 87.0 686 98.9 547 78.2 668 90.1 638 67.7 668 83.9 531 60.9 668 79.8 528 50.8 866 76.8 621 43.5 668 75.6 521 38.1 688 75.6 521 68 In 106.0 607 112.4 622 88.3 607 96.1 511 76.7 607 65.0 501 66.2 607 77.1 493 58.8 607 71.5 488 63.0 807 87.8 481 44.2 607 63.4 476 37.9 607 82.7 474 33.1 607 62.7 474 72 In 81.8 610 85.8 443 68.0 510 73.0 11 58.3 10 64.3 428 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 60.0 408 34.0 510 46.9 402 29.2 510 44.4 399 26.5 610 44.3 399 76 In 89.4 468 72.5 400 57.8 468 61.7 49.6 64.1 386 1 43.4 468 48.8 378 38.6 458 44.8 373 34.7 468 41.6 388 28.9 468 37.7 382 24.8 458 38.0 359 21.7 458 35.7 366 78 in 84.2 435 87.0 381 53.5 435 56.8 45.9 49.8 388 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 435 32.8 341 20.1 435 32.2 340 90 In 41.8 327 43.1 290 34.8 327 38.4 285 29.9 327 31.8 28.1 327 28.3 276 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 GB In 34.4 287 35.4 257 28.7 287 29.9 262 24.6 287 28.0 21.5 287 23.1 244 18.1 287 20.9 240 17.2 287 19.3 237 14.4 287 18.9 232 108 In 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 :: <� 19.0 195 111 In 22.3 215 22.7 194 18.6 215 19.1 191 15.9 218 16.6 120 In 17.6 184 17.9 167 3 Anchor Capacity leWs) Anchor Clip Patterns Substrate: 2.7k Concrete r 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16' Elco Ultracon 1/4° Elm URracon Etco (Air 3116" Moo Uitracon 114" Eloo Ultracon 1i4" SS Elco AggreGator 6118" Elco Uitracon 1!4° SS Etco AggreGator 810 Steel Screw (C #12 Steel Screw (06) n1t12 Steel Screw (O6) Edge Distance (In): 1" 2.1/2" 1° 2 -1/2" 3- ' 1" 2-1/2° 1" 2-1/2" 2° 3.1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1.3/4" 1-3/4' 1-3/4" 1 -3/4" 2" 1 -1/4" 1 -114" 1 -1/4 1 -1/4" 1 -1/4" 1 -1/4" 2° 1-3/8" 1-3/8" (see note 4) 2 Anchors @ 4.76° Min. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 450 lbs 690 Ibad 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 488 lbs 664 lbs 1182 Ibs 326 lbs 420 lbs 560 lbs 4 Anchors @ 1.16" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 ibs 700 lbs N/A N/A N/A N/A 980189 N/A N/A N/A N/A N/A 652 lbs 840 the 1120 [be 4 Anchors Oa 3" Min. O.C. / (2) 2x6 Angle Clips I (FIg. 3): 780 lbs 780 [be 680Ibs 1560 !ha 1898 lbs 640 lbs 560 lbs N/A 760 lbs 936 lbs 880 lbs 2384 lbs 852 lbs 840 lbs 1120 lbs 2 Anchors ® 0.46° Min. O.C. I U-Clip, Into 1/8" Alum. (Fig. 4): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A N/A NIA 716 lbs 1 Anchor / F-Clip (Fig. 5): 195 lbs 195 lbs 225 lbs 445 Ws 822Ibs 135 !be 140 lbs 177 lbs 370 lbs 234 lbs 332 lbs 591 lbs 163 lbs 210 lbs 280 lbs 2 Anchors @ 1.15" Min. O.CJ F -Clip (Fig. 8): 240 lbs 360 ibs N/A N/A N/A N/A 190 lbs NIA WA N/A N/A N/A 326 lbs 420 lbs 6600 lbs FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: O O FiGURE 3: • • FIGURE 4: • IGURE 2: • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 6: • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP"�) X l` /ANCHOR CAP.m,m") ANCHOR CAP.,. MULLION CAP.,R,,,,,",B 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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION 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 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 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --+ 1.000° '- 2.750" 1° X 2.75" X .375" MULLION U1 W N N 13 V! ~ O O M co t L d I a Z z ii PRODUCT REVISED as complying with the Florida Building Code Acceptance No irationtlate Dade Product" �,1yt111//r 4 LYNM :.\\;:f• .'CENSF s* No. 58705 A ie r E OFf.t • �[1�� 'i � •�•' FCORIOQ'• ' . �� A. LYNN MfLLER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table (Iba/ft2) 1 x 2.78 X .650 Alum. Tube Mullion - Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally-spa nn ng mullions) 50 In 60 In 70 in 80 In 90 in 100 In 120 In 140 In 180 in Rectangular Loading TraplTrlargl. Loading Rectangular Loading Tiap/Triang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading i Trap/Tdang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/ Bang. Loading Rectangular Loading TrapITdang. Loading 3-1/8' II c �rcc 1 5 .. - Qo: 1-3/4" : ' g �c �., ii 2" iii .[o 1 -1/4" 1-1/4" 1 -1/4" 1-1/4" 1.1/4° El 1-3/8" 1 -318" ii 2 Anchors (i 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs ., o: 450 lbs 890 lbs �o 270 lbs rc 364 lbs 740 lbs 468 lbs 664 lbs 1182 lbs ,. la 420 lbs 580 lbs 421n 170.0 620 170.0 435 170.0 744 170.0 478 � 170.0 888 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 158.7 1620 170.0 521 138.8 1520 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 ; 141.7 1417 170.0 680 121.5 1417 170.0 680 108.3 1417 170.0 680 50.625 in 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 182.6 1288 170.0 747 148.3 1288 170.0 758 121.9 1286 170.0 758 104.5 1288 170.0 758 91.4 1288 170.0 758 54 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.8 1130 170.0 858 100.5 1130 170.0 881 88.1 1130 170.0 881 75.3 1130 170.0 861 80 in 170.0 885 170.0 701 148.5 915 182.3 781 125.6 916 144.5 748 109.9 915 132.3 735 97.6 915 123.9 728 87.9 915 118.5 720 73.2 915 114.4 715 62.8 918 114.4 715 54.9 915 114.4 716 63 In 151.8 830 181.9 710 128.5 830 138.9 894 108.5 830 123.2 881 94.9 830 112.2 670 84.4 830 104.6 682 75.9 830 99.4 656 63.3 830 94.5 849 54.2 830 94.1 849 47.4 830 94.1 649 66In 132.1 767 140.0 850 110.0 757 119.8 638 94.3 767 105.9 824 82.5 757 96.1 614 73.4 757 89.1 808 65.0 757 84.2 600 55.0 757 79.0 593 47.2 767 78.2 591 41.3 767 78.2 691 72 In 101.7 638 108.8 552 84.8 838 91.0 540 Ofillip 80.1 530 63.8 638 72.2 621 ; 58.5 838 88.5 514 50.9 830 62.3 508 42.4 838 57.2 500 36.3 838 85.3 497 31.8 838 65.2 497 78 In 86.5 671 90.4 498 72.1 571 76.8 488 6 .. • 71 87.4 479 64.1 571 60.8 471 48.0 571 55.5 484 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.6 446 78 in 80.0 642 83.4 474 66.7 642 70.8 485 57.1 542 82.1 458 50.0 , 542 55.7 449 44.4 542 51.0 442 40.0 642 47.6 437 33.3 542 42.9 429 28.8 542 40.6 425 25.0 542 40.1 423 90 in 52.1 407 53.7 381 43.4 407 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 28.1 327 18.6 407 24.1 322 18.3 407 23.0 319 98 In 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 28.6 358 28.8 304 23.8 368 28.1 300 21.6 358 24.0 298 17.9 358 21.0 289 15.3 358 19.2 284 108 In 30.1 283 30.8 255 26.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.8 244 16.7 283 18.0 240 15.1 283 16.5 237 111 In 27.8 287 28.3 242 23.1 287 23.8 238 19.8 287 20.6 236 17.3 287 18.3 231 16.4 287 16.5 228 120 in 22.0 229 22.3 209 18.3 229 10.8 205 15.7 229 18.2 202 TABLE 4B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Elco Ultracon 1/4" Elco Ultramon 6118 Etco Ultracon 3/16" Elco Ultracon 1/4" Elmo Uttracon 1/4" SS Elco AggreGator 5J16" Eko Ultracon 1/4" SS Elmo AggreGator #10 Steel Screw (05) #12 Steel Screw (06) #12 Steel Screw (05) Edge Distance 8n): 1" 2 -1/2" 1" 2 -1/2 3.1/8" 1" 2-1/2' 1" 2-1/2" 2" 3-1/8' 2" 0.48" 0.64" 0.324 Embedment (In) 1-3/4" 1.3/4" 1 -3/4" 1-3/4" 2" 1 -1/4" 1 -1/4" 1-1/4" 1 -1/4" 1-1/4" 1.1/4° 2" 1-3/8" 1 -318" (see note 4) 2 Anchors (i 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 450 lbs 890 lbs 1844 lbs 270 lbs 280 'be 364 lbs 740 lbs 468 lbs 664 lbs 1182 lbs 326 lbs 420 lbs 580 lbs 4 Anchors zs 1.15" Min. O.C. ! Standard (or Offset) Clip (Fig. 2): 480 Ms 700 lbs N/A NIA N/A N/A 380 lbs NIA N/A N/A N/A N/A 662 lbs 0I • 1120 Ms 1120 lbs 4 Anchors © 3" Min. 0.0.1(2) 2a5 Angle Clips ! (Fig. 3): 780 lbs 780 lbs 880 lbs 1580 lbs 1898 lbs 540 Ms 580 lbs NIA 760 lbs 938 lbs 880 lbs 2364 lbs 652 lbs 0 • ; 2 Anchors ® 0.45" Mln. O.C. / U -Clip. Into 118" Alum. (Fig. 4): WA NiA WA NiA N/A N/A NiA N/A N/A N/A NIA NIA NIA 716 lbs 1 Anchor / F-Clip (Fig. 5): 195 lbs 195 lbs 225 lbs 445 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 Its 234 lbs 332 lbs 591 lbs 163 lbs 210 lbs 280 lbs 2 Anchors ®1.15" Min. 0.CJ F-Clip (Fig. 8): 240 lbs 360 ibis WA N/A WA N/A 190 lbs NIA NIA N/A N/A NIA 328 lbs 420 lbs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • o o • FIGURE 3: • • FIGURE 4: • FIGURE 2: • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 6: • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI,) x ( ANCHOR CAP.,",,,,,,� = 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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION 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 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 6083 -T5 AND BE A MINIMUM OF .125" THiCK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.000" 1" X 2.75" X .650" MULLION (%) U Wd a U) -J D 2 X ti tNI X PRODUCT REVISED es complying with the Florid, Building Code Acceptance No ii:ationtt'lte By Miami \‘‘`ON�,LYNN 4/ ocEN4. ••.F�p * ' No. 58705 ' 011 � Lt:/ ST E �C/ A. LYNN( MILLEtR, P.E. FL P.E.# 58705 Ii III! TABLE 5A Mullion Capacity Table (Ibs /ftt) 1" x 3.125" x .500" Alum Tube Mull Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 in 60 in 70 In 80 In 80 In 100 In 120 In 140 In 180 in Rectangular Loading TtapiTriang. Loading Rectangular Loading Trap/Tdang Loading Rectangular Loading Trep!Tdang. Loading Rectangular Loading Trap/Triang. Loading I Rectangular I Loading TraplTdang Loading Rectangular Loading TrepJTdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading TrapJTdartg. Loading Rectangular Loading Trap/Tdang. Loading 2G 34/8° A. 3 gG k li fifi 0.54" Anchor Capacity Required (Ibs) Mullion Capacity () r O' Mullion Capacity (lbstft2) Anchor Capacity Required (Ibs) Mullion Capacity (l 2) Anchor Capacity Required (Ibs) 2G Anchor Capacity Required (Ibs) k 1 II & l^ (r Mullion Capacity (lbsAl2) Anchor Capacity Required (Ibs) Mullion Capacity (Ibsfit2) 8 a '3 2c Anchor Capacity Required pHs) A' 2G Anchor Capacity Required (Ibs) r 2G Anchor Capacity Required (Ibs) Mullion Capacity (lbs/<t2) Anchor Capacity Requited (lbs) Mullion Capacity CIS) Anchor Capacity Required (Ibs) II Anchor Capacity Required) "2G L Mullion Capacity (Ibsft2) Anchor Capacity Required (lbs) Mull Length 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 518 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 164.4 1802 170.0 521 49 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 880 135.1 1577 170.0 880 118.2 1577 170.0 680 50.625 In 170.0 747 170.0 563 170.0 896 170.0 831 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.6 1494 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 758 106.3 1495 170.0 758 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 855 124.6 1401 170.0 881 108.8 1401 170.0 861 93.4 1401 170.0 881 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1158 170.0 878 138.7 1158 187.0 928 123.3 1158 156.5 917 111.0 1158 149.7 910 92.5 1158 144.5 903 79.3 1158 144.5 903 69.4 1156 144.5 903 83 In 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 848 106.5 1049 132.0 838 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 1049 118.9 819 59.9 1049 118.9 819 66 In 168.8 955 170.0 789 139.0 955 151.3 804 119.1 855 133.7 788 104.2 955 121.4 775 92.8 855 112.6 765 83.4 955 108.4 757 69.5 955 99.8 749 89.6 955 98.7 748 52.1 855 88.7 746 72 In 128.5 803 134.9 697 107.0 803 114.9 882 91.8 803 101.1 870 80.3 803 91.2 859 71.4 803 83.9 649 84.2 603 78.8 642 63.5 803 72.2 832 45.9 803 89.8 628 40.1 803 69.7 627 76 In 109.2 721 114.1 628 91.0 721 87.0 618 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 586 54.6 721 65.4 579 45.8 721 59.4 589 39.0 721 56.6 584 34.1 721 56.1 583 78 In 101.0 684 105.4 599 84.2 684 89.4 587 72.2 684 78.4 576 63.1 884 70.4 587 56.1 884 64.4 658 50.5 684 59.9 551 42.1 684 54.1 541 36.1 684 51.3 538 31.6 864 50.8 534 90 in 65.8 514 67.9 458 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.8 433 36.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 408 20.8 614 29.0 403 98 In 54.2 452 55.7 404 45.2 452 47.0 398 38.7 452 40.9 390 33.9 452 38.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 28.6 365 19.4 452 24.2 359 16.9 452 22.8 355 108 In 38.1 357 38.9 322 31.7 367 32.7 317 27.2 357 28.4 312 23.8 357 252 308 21.1 357 22.7 303 19.0. 357 20.8 299 15.9 357 18.0 293 13.6 357 18.2 287 .11.9 357 15.0 283 111 in 35.1 338 35.8 308 29.2 338 30.1 301 25.0 338 28.1 298 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.8 338 16.5 278 12.5 338 14.8 273 11.0 •. 338 13.6 289 120 In 27.7 289 28.2 283 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 248 1 11.6 289 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 TABLE 5B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16° Elco Ultrecon 1/4° Elco Ultracon 5/18" Etco Unrecon 3/16° Elco Upon 1/4" Moo Ultracon 1/4° SS Elco AggreGator 6118' Elco ultmoon 1/4° SS Roo AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance On):1 1° 2-1/2' 1" 2-1/2" 3.1/8" 1" 2-1/2" 1" 2 -1/2" 2° 34/8° 2' 0.48" 0.54" 0.324° Embedment (In): 1-3/4" 1 -314" 1 -3/4" 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4° 1-1/4" 1 -1/4" 1 -1/4 2° 1-3/8" 1-3/8° (see note 4) 2 Anchors (k 4.75° Min. 0.C. / Standard l Clip (Fig. 1): 380 lbs 390 lbs 450 lbs 890 the 1844 lbs 270 lbs 280 lbs 354 lbs 740 lbs 468 lbs 864 lbs 1182 lbs 328 lbs 420 tbs 560 lbs 4 Anchors (M 1.15° Min. 0.C. / Standard CIIp (Fig. 2): 480 lbs 700 Ws N/A N/A N/A N/A 380 lbs N/A N/A N/A N/A N/A 652 lbs 840 lbs 1120 lbs 4 Anchors at 3° Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 780 lbs 780 lbs 680 lbs 1560 lbs 1896 lbs 540 lbs 580 lbs NIA 780 lbs 938 lbs 880 lbs 2384 lbs 852 the 840 lbs 1120 lbs 3 Anchors 0.45° Min. O.C. / U -Clip, Into 1/8" Alum. (Fig. 4): N/A N/A NIA N/A N/A WA N/A N/A N/A N/A N/A N/A N/A NIA 1074 lbs 1 Anchor! F-Clip (Fig. 5): 195 lbs 195 lbs 225 lbs 445 IDs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 234 lbs 332 lbs 591 lbs 163 lbs 210 lbs 280 lbs 2 Anchors (4) 1.15° Min. O.C. I F-Clip (Fig. 8): 240 lbs 350 lbs NIA N/A N/A N/A 190 lbs N/A N/A N/A N/A N/A 328 lbs 420 the 560 lbs OTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • o • o • FIGURE 3: • • FIGURE 4: • • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 6: • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) 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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. ALL MULLION 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 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 6063 -T5 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.125" F»1.000 "--I 1" X 3.125° X .5" MULLION (1" VF MULLION) 8 U.t 0 J .-J 22 N ch X r z° r co z ii PRODUCT REVISE) as complying with the Wi Buildii►g Code Acceptance No / E , Tali de, 2 r I �1 i hi : , ` N• /\‘ (M `is od Prd4NOoN ntr W /l l/ `` * No. 58705 o • . ST . .: 4" .; RLA OR7: -F .�&• A. LYNI MILT ~lsR, P.E. FL P.E.# 58705 TABLE 6A Mullion Capacity Table (ibs/ft2) 'I x 4 x .125 Alum. Tube Mullion Opening Width (for vertically-spanning mullions) or Opening Height (for horizontally -span ng mullions) 50 In 60 in 70 in d 80 in 90 in 100 in 120 In 140 In 160 In Rectangular Loading TrapITdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trapintang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading 7rap/Triang. Loading Rectangular Loading Trap/ Mang. Loading 8 liii 2 8° 11 A. . 11 2 8''i ii 11 Anchor Capacity Required (Ibs) 8 11 .54 8i ii Mullion Capacity (lbsmR2) 5,, N. 53 8G if Mullion Capacity Q Anchor Copeck), Required Ohs) N. 8 il Anchor Capacity Required (lbs) Mullion Capacity (lom) i ti I 8 .5g Y! 8� .81 cG .1W Anchor Capacity Required Ohs) 8 If .� 8G .d 8 SW x.14 i 1 . 8 51 Anchor Capacity Required (Ibs) N. 8 0 Anchor Capacity I Required (lbs) 8 q 8 a e 1.5 . 8 8 4 8v' .% 1 i= 8 g Anchor Capacity I Required (lbs) 1 Anchor Capacity Required Os) 420 lbs 42 in 170.0 620 170.0 436 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 1 170.0 1240 170.0 521 i 170.0 1486 170.0 521 145.3 1489 170.0 521 127.6 1489 170.0 521 48 in 170.0 708 170.0 524 170.0 860 170.0 684 170.0 892 170.0 830 170.0 1133 170.0 881 170.0 1275 170.0 877 158.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 880 97.7 1303 170.0 880 50.825 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 186.1 1235 170.0 747 140.6 1236 170.0 758 i, 117.1 1235 170.0 756 100.4 1235 170.0 768 87.8 1235 170.0 768 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.6 1168 170.0 858 102.9 1158 170.0 881 88.2 1168 170.0 861 77.2 1158 170.0 881 60 In 170.0 885 170.0 701 168.7 1042 170.0 797 1429 1042 181.1 832 125.1 1042 148.7 815 111.2 1042 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 83 In 170.0 930 170.0 746 151.2 992 163.6 813 129.3 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 768 75.8 992 108.4 746 64.8 992 108.0 744 68.7 992 108.0 744 68 in 165.4 847 170.0 789 137.8 947 148.0 788 116.1 947 130.3 768 103.4 947 117.7 762 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 Mull Lem 72 In 135.9 849 142.7 737 113.2 849 121.8 722 97.0 849 106.9 708 84.9 849 98.4 698 76.6 849 88.7 686 87.9 849 52.7 675 1 56.6 849 75.3 859 48.5 849 72.5 862 42.5 849 72.4 651 76 in 115.6 782 120.7 685 98.3 782 102.8 852 82.6 782 90.0 640 72.2 .782 80.9 629 84.2 782 74.2 620 ! 67.8 782 69.2 613 48.1 762 62.8 602 41.3 782 69.9 597 36.1 782 59.4 595 78In 108.9 724 111.4 034 88.0 724 94.0 621 76.3 724 82.9 609 88.8 724 74.4 599 69.4 724 88.1 691 53.4 724 83.4 683 44.5 724 67.3 573 38.2 724 64.3 667 33.4 724 53.5 566 901n 89.6 543 71.8 483 58.0 643 60.7 474 49.7 543 52.9 468 43.5 543 47.1 458 38.6 543 42.8 452 34.8 543 39.5 448 i 29.0 543 34.8 438 24.8 543 32.1 430 21.7 543 30.7 428 88 In 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.6 408 31.8 478 34.8 400 28.7 478 32.0 396 23.9 478 28.1 388 20.5 478 25.6 380 17.9 478 24.2 376 108 in ' 40.3 377 41.1 341 33.6 377 34.6 336 28.8 377 30.0 330 25.2 377 26.8 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 904 111 In 37.1 357 37.8 323 1 30.9 357 31.8 318 28.6 357 27.8 313 23.2 367 24.4 309 20.6 357 22.0 305 16.5 357 20.1 301 , 16.4 357 17.4 294 120 In 29.3 308 29.8 279 24.6 308 26.1 274 21.0 308 212 270 18.3 306 19.2 287 18.3 308 17.3 283 1 144 In 17.0 212 17.2 198 - TABLE 6B Anchor Capacity Table (Ibs) Anchor Clip Patterns p Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Elco Ultmcon 1/4" Elco Unman 5/16" Elco Ultracon 3/16" Etco Ultracon 1/4" Eico Ultracal 1/4° SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco Agm aGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (in): 1• 2-1/2' 1" 2 -1/2" 3-1/8° 1" 2-1/2" 1" 21/2" 2 3-1/8" 2' 0.48" 0.54" 0.324" Embedment (in): 1 -3/4" 1-3/4" 1-3/4" 1314" 2' 1 -1/4" 1 -114" 1 -1/4" 1 -1/4" 1 -1/4° 1 -1/4" . 2" 13/8° 1 -3/6 (see note 4) 2 Anchors @ 4.75° Min. O.C. / Standard Clip (Fig. 1 or2): 380 Ibs 390 lbs 450 lbs 890 lbs 1644 lbs 270 Ibs 280 lbs 354 lbs 740 lbs 468 lbs 664 lbs 1182 lbs 328 lbs 420 lbs 680 lbs 4 Anchors @ 2.25 Min. O.C. / Standard Clip (Fig. 3): 700 lbs 700 lbs 580 lbs 1410 lbs 952 Ibs N/A 66016s N/A 630 lbs N/A 880 lbs N/A 652 lbs 840 lbs 1120 lbs 8 Anchors ®1.16" Min. O.C. / Standard Ciip (Fig. 4): 980 lbs 1400 lbs N/A N/A NIA N/A 760 lbs WA N/A N/A N/A N/A 1304 lbs 1880 Ibs 2240 lbs 4 Anchors @ 3" Min. O.C. / (2)2x5 Angle Clips (Fig. 5): 780 lbs 780 Ibs 900 lbs 1780 lbs 3288 lbs 540 lbs 580 lbs 708 lbs 1480 lbs 938 lbs 1328 lbs 2364 lbs 652 lbs 840 Ibs 1120 ibs 8 Anchors (81)3" Min. O.C. / (2) 2x6 Angle Clips (FIg. 6): 1170 lbs 1170 lbs 1020 lbs 234016s 2844 lbs 810 lbs 840 lbs N/A 1140 lbs 1404 lbs 1320 lbs 3548 lbs 978 lbs 1280 Ibs 1680 lbs 4 Anchors @ 0.45 Min. 0.C. / U-Clip, Into 1/8" Alum. ( Fig. 7): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1432 lbs 2 Anchors @ 2.25" Min. O.C. / F-Clip (Fig. 8): 350 lbs 350 lbs 290 lbs 705 lbs 476 lbs N/A 280 lbs N/A 315 lbs 0 lbs 440 lbs 0 lbs 328 lbs 420 lbs 580 lbs 4 Anchors @ 1.15" Min. O.C. l F-Clip (Fig. 9): 480 lbs 700 lbs N/A N/A N/A N/A 360 lbs N/A N/A N/A N/A ' WA 852 lbs 840 lbs 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. FIGURE 3. • ° O 0 • ° ° • • 0 ° • 0 ° ° • o ° 0 0 • ° ° • FIGURE 5: • • • • FIGURE 6: • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • FIGURE 8. O 0 • • FIGURE 7: FIGURE 9: • • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) x ( ANCHOR CAP.,,,,.) ANCHOR CAP.,",, i MULLION 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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION 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 SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --1 1.000" f-- 4.000° 1°X4 °X .125" MULLION .125" 8 0 J tt) N x F- ("4 J O 2 I a: z 0 �o PRODUCT REVISED as complying with the Florida Building Code Acceptance No iiationiDate ``v`tt {iII1i / / / /,, \\\ Ni LYNN Mid f, •.* *: No.58705 I ST �-. P &ORtO .-' A. LYNN MILLER, P.E. FL P.E.# 58705 3 °l ~ % W= 7E OF �•t�� 'TABLE 7A FIGURE 1: FIGURE 2. • 0 0 0 0 0 0 • • 0 0 0 tl 0 0 • 0 FIGURE 3. • 0 0 0 0 FIGURE 5: • • FIGURE 6: • • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • • FIGURE 8 FIGURE 9. O 0 • • FIGURE 7: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPm) X ANCHOR CAP..,.\ _ANCHOR 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. 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 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 DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 -20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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 0.65. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -"-I 1.000' I- 4.000" .33775" 1 1° X 4" X .375" MULUON z 0 J W I- 2 z Q Go I- W OC EL a 2 O 0 t x x PRODUCT REVISED as complying with the Florida Building Code Acceptance No / I,G s Ex irationiDate ZP rd�%: '' +f 6 i.11u.- 1./i'/ ado Pro err By Mi `\ ttllllt /// ``_�o�,�•LYNNM&��i '! •'ocENSE•'• * , No. 58705 • • II i�O•' :9/SOPIN°TRAE19:1'.'F T �/ ■ /i �,• • ..-7.‘C?: � A. LYNN F IILLER, P.E. FL P.E.# 58705 Anchor Capacity Table (Ibs) Mullion Capacity Table (Ibs/ft2) 1 X 4 x .376 27k Concrete Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally- spanning mullions) 50 in 60 In 70 in 80 In 90 In 100 In 120 in 140 In 180 in Rectangular Loading #10 Steel Screw (GS) Trap/Tdsng. Loading #12 Steel Screw (05) Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triar•. Loading Rectangular Loading TrapITriang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading TraptTriang. Loading Rectangular Loading Trap/Trtana. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/mang. Loading Alum. Mullion Tube 2 i - i c a 8 1..I1 g Z 8 iM l a ii il y, /1 1 -1/4" 1 -1/4' 1 41 II 11 1 il III 1ff il II il 1 ii II il i II 890 lbs 1644 lbs 270 lbs 280 lbs 354 lbs . 740 lbs 488 lbs 664 lbs 1182 lbs 3281bs 420 (be 560 lbs 4 Anchors ® 2.25 Min. O.C. i Standard Clip (Fig. 3): 700 lbs 700 lbs h 1410 Ms c IMull Length 42 M 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 170.0 621 880 756 868 170.0 170.0 170.0 159.9 1488 1700 1793 1799 ° 170.0 170.0 170.0 170.0 521 680 756 881 170.0 170.0 166.0 137.1 1735 1083 1919 1799 170.0 170.0 170.0 170.0 521 880 758 861 170.0 151.8 138.5 120.0 1883 2024 1919 1799 170.0 170.0 170.0 170.0 621 880 768 881 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 50.625 in 170.0 747 170.0 563 170.0 896 170.0 831 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1346 1434 170.0 170.0 747 837 170.0 170.0 1494 1594 170.0 170.0 64 In 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 60 in 170.0 886 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 996 155.6 1819 170.0 1033 129.6 1619 170.0 1063 111.0 1819 170.0 1083 97.2 1619 170.0 1063 631n 170.0 930 170.0 745 170.0 1110 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1016 156.7 1542 170.0 1078 141.0 128,8 1542 1472 170.0 168.8 1122 1130 117.5 107.1 1542 1472 168.6 147.8 1158 1108 100.7 91.8 1542 1472 187.9 146.0 1157 1104 88.1 80.3 1542 1472 187.9 148.0 1167 1104 88 in 170.0 974 170.0 788 170.0 1169 170.0 903 , 170.0 1384 170.0 1002 160.8 1472 170.0 1088 142.8 1472 168.8 1146 72 In 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 188.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1088 105.6 1320 128.6 1049 88.0 1320 117.0 1024 76.4 1320 112.6 1013 86.0 1320 112.5 1012 76 In 170.0 1122 170.0 937 149.8 1184 159.4 1013 128.2 1184 139.0 994 112.2 1184 125.7 978 99.7 1184 115.3 884 89.8 1184 107.6 052 74.8 1184 97.8 035 84.1 1184 93.1 927 58.1 1184 92.3 925 78 In 168.1 1124 170.0 967 138.4 1124 147.0 985 118.6 1124 128.8 947 103.8 1124 116.6 931 92.3 1124 105.8 918 83.0 1124 98.5 908 69.2 1124 89.0 890 59.3 1124 84.3 881 51.9 1124 83.2 878 90 In 108.1 844 111.5 760 90.1 844 94.3 736 77.2 844 62.1 724 67.8 844 73.3 712 60.1 844 68.5 702 54.0 844 81.4 893 45.0 844 64.2 678 38.8 844 60.0 668 33.8 844 47.7 682 981n 89.1 742 91.6 663 74.2 742 77.2 652 63.6 742 67.2 841 65.7 742 69.8 631 49.6 742 64.1 822 44.6 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.5 584 108 in ' 1 62.8 688 1 83.9 530 62.1 586 63.8 521 44.7 688 48.6 513 39.1 588 41.4 505 34.8 588 37.3 498 31.3 588 34.2 492 28.1 588 29.6 481 22.3 588 26.6 472 10.6 588 24.7 468 111 in 57.6 655 58.8 503 48.0 555 49.5 495 41.2 555 42.9 487 38.0 555 38.0 480 32.0 555 34.2 473 28.8 655 31.3 24.5 467 404 24.0 19.0 555 475 27.1 21.1 457 395 20.8 16.3 555 475 24.3 18.7 448 387 18.0 14.3 555 476 22.4 17.2 442 381 1201n 45.6 475 48.4 433 38.0 476 39.0 428 32.6 475 33.7 420 28.5 476 20.8 414 ' 25.3 475 26.8 409 � 22.8 475 144 in 28.4 330 26.7 305 22.0 330 22,4 301 i 18.9 330 19.3 297 16.5 330 17.0 293 FIGURE 1: FIGURE 2. • 0 0 0 0 0 0 • • 0 0 0 tl 0 0 • 0 FIGURE 3. • 0 0 0 0 FIGURE 5: • • FIGURE 6: • • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • • FIGURE 8 FIGURE 9. O 0 • • FIGURE 7: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPm) X ANCHOR CAP..,.\ _ANCHOR 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. 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 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 DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 -20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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 0.65. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -"-I 1.000' I- 4.000" .33775" 1 1° X 4" X .375" MULUON z 0 J W I- 2 z Q Go I- W OC EL a 2 O 0 t x x PRODUCT REVISED as complying with the Florida Building Code Acceptance No / I,G s Ex irationiDate ZP rd�%: '' +f 6 i.11u.- 1./i'/ ado Pro err By Mi `\ ttllllt /// ``_�o�,�•LYNNM&��i '! •'ocENSE•'• * , No. 58705 • • II i�O•' :9/SOPIN°TRAE19:1'.'F T �/ ■ /i �,• • ..-7.‘C?: � A. LYNN F IILLER, P.E. FL P.E.# 58705 Anchor Capacity Table (Ibs) Anchor CGp Patterns Substrate: 27k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Woe: 3/16° Eico Ultracon 1/4° Elco Ultracon 5/16° Elco Ultracon 3/16° Elco Ulhacon 1/4° Elco Ultracon 1/4" SS Elco AggreGator 5/16° Elco Ultracon 114" SS Elco AggreGator #10 Steel Screw (GS) #12 Steel Screw (05) #12 Steel Screw (05) Edge Distance (in): 1" 2112° 1" 2 -1/2" 3-1/8° 1° 2-1/2" 1° 2 -1/2° 2' 3-1/8" Y 0.48° 0.64" 0.324" Embedment (In): i 1-3/4" 1314" 1-3/4" 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4' 1 -114" 1-1/4° 2' 1-3/8" 1-3/8" (see note 4) 2 Anchors la 4.75° Min. O.C. / Standard Clip (Fig. 1 or 2): . 390 lbs 390 lbs 450 lbs 890 lbs 1644 lbs 270 lbs 280 lbs 354 lbs . 740 lbs 488 lbs 664 lbs 1182 lbs 3281bs 420 (be 560 lbs 4 Anchors ® 2.25 Min. O.C. i Standard Clip (Fig. 3): 700 lbs 700 lbs 580 Ms 1410 Ms 952 lbs N/A 680 lbs WA 630 lbs N/A 880 lbs WA 852 lbs 840 lbs 1120 lbs 8 Anchors @ 1.15" Min. O.C.1 Standard Clip (Fig. 4): 960 lbs 1400 lbs N/A N/A N/A N/A 760 lbs N/A N/A N/A N/A N/A 1304 lbs 1880 lbs 2240 lbs 4 Anchors @ 3" Min. O.C. I (2) 2x5 Angle Clips (Fig. 6): 780 lbs 780 lbs 900 lbs 1780 lbs 3288 lbs 540 lbs 580 lbs 708 lbs 1480 lbs 938 lbs 1326 lbs 2384 lbs 652 lbs 840 lbs 1120 lbs 6 Anchors (1) 3° Min. O.C. I (2)2A5 Angle Clips (Fig. 6): 1170 lbs 1170 lbs 1020 ibs 2340 lbs 2844 lbs 810 lbs 840 lbs WA 1140 lbs 1404 lbs 1320 lbs 3548 lbs 978 lbs 1260 lbs 1880 lbs 4 Anchors ® 0.45 Min. O.C. / U -Clip, into 1/8" Alum. (Fig. 7): N/A N/A WA WA WA N/A N/A WA N/A WA WA N/A N/A WA 1432 lbs 2 Anchors @ 226" Min. O.C. / F-Clip (Fig. 8): 350 lbs 350 lbs 290 lbs 705 lbs 476 lbs N/A 280 lbs N/A 315 Ms 0lbs 440 lbs 0 lbs 326 lbs 420 lbs 660 lbs 4 Anchors (0 1.16° Min. O.C. / F -Clip (Fig. 9): 480 lbs 700 lbs N/A N/A WA N/A 380 lbs N/A N/A _ N/A N/A N/A 852 Ms 840 lbs 1120 lbs NOTE: FOR THE OFFSET CLiP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. • 0 0 0 0 0 0 • • 0 0 0 tl 0 0 • 0 FIGURE 3. • 0 0 0 0 FIGURE 5: • • FIGURE 6: • • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • • FIGURE 8 FIGURE 9. O 0 • • FIGURE 7: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPm) X ANCHOR CAP..,.\ _ANCHOR 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. 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 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 DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 -20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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 0.65. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -"-I 1.000' I- 4.000" .33775" 1 1° X 4" X .375" MULUON z 0 J W I- 2 z Q Go I- W OC EL a 2 O 0 t x x PRODUCT REVISED as complying with the Florida Building Code Acceptance No / I,G s Ex irationiDate ZP rd�%: '' +f 6 i.11u.- 1./i'/ ado Pro err By Mi `\ ttllllt /// ``_�o�,�•LYNNM&��i '! •'ocENSE•'• * , No. 58705 • • II i�O•' :9/SOPIN°TRAE19:1'.'F T �/ ■ /i �,• • ..-7.‘C?: � A. LYNN F IILLER, P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table (IbsHt2) 1.25" 3.9$8 .268" Tube X X Alum Mull Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 In 60 In 70 in 80 In 90 In 100 In 120 In 140 in 180 In Rectangular Loading 5/18" Elco Ultracon TrapRriang. Loading #10 Steel Screw (G6) Rectangular Loading #12 Steel Screw (05) Trap/Wang. Loading 1" 21/2" Rectangular Loading Trap/rrang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular I Loading Trap/Trang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular I Loading Trap/Trang. Loading if Andes* Capacity Required Obs) ii[ Anchor Capacity Required Ohs) tg' 11 Anchor Capacity Required (lbs) 2" _ i _ i _ .P A 2` 1 -3/8° Anchor Capacity Required (lff) II 390 lbs 380 lbs 460 lbs Anchor Capacity Required OLIO i 1 Anchor Capacity Required (am) i i 2 Anchor Capacity Required Obis) 41 /1 41 _ il Mullion Capacity (lff) Anchor Capacity Required (lbs) 580 lbs I MWion Capacity O _ t S R78 'M 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 605 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 584 ' 170.0 982 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 577 170.0 1417 170.0 680 1 164.8 1548 170.0 880 132.7 1548 170.0 880 118.1 1548 170.0 880 50.8251n 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1346 170.0 747 187.0 1488 170.0 768 139.2 1488 170.0 758 119.3 1488 170.0 756 104.4 1468 170.0 766 54 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1378 170.0 856 122.3 1376 170.0 861 104.8 1376 170.0 881 91.7 1378 170.0 861 60 in 170.0 886 170.0 701 1 170.0 1083 170.0 797 158.9 1168 170.0 878 139.0 1158 167.4 930 123.6 1158 168.8 919 111.2 1158 150.0 912 92.7 1168 144.8 905 79.4 1168 144.8 905 69.5 1158 144.8 905 831n 170.0 930 170.0 746 160.1 1051 170.0 850 137.2 1051 155.9 882 120.1 1051 142.0 848 108.7 1051 132.3 837 98.1 1051 126.7 830 80.1 1051 119.6 822 68.8 1051 119.1 821 60.0 1051 119.1 821 66 In 167.1 957 170.0 789 139.3 957 151.8 605 119.4 957 134.0 790 104.4 967 121.8 777 92.8 957 112.8 83.6 957 106.6 769 1 69.6 957 100.0 750 59.7 957 98.9 748 62.2 957 98.9 748 72 in 128.7 804 135.2 898 107.3 804 118.2 884 91.9 804 101.3 671 80.4 804 91.4 880 71.5 804 84.1 650 84.4 804 78.8 643 53.8 804 72.3 833 48.0 804 69.9 829 40.2 804 69.8 828 In 108.4 722 114.4 630 91.2 722 97.2 818 78.2 722 86.3 606 88.4 722 78.7 598 00.6 722 70.3 588 54.7 722 66.5 580 45.8 722 59.5 670 39.1 722 66.7 685 34.2 722 58.2 584 78 In 101.2 885 105.8 600 84.4 685 89.8 688 72.3 885 78.6 577 63.3 885 70.6 568 58.2 686 84.6 580 60.6 866 60.1 553 42.2 665 54.3 543 38.2 685 61.4 537 31.6 685 50.7 638 90 In 65.9 615 68.0 457 54.9 515 67.5 449 47.1 615 50.1 441 41.2 515 44.7 434 38.8 616 40.6 428 33.0 615 37.4 422 27.5 615 33.1 413 23.5 615 30.5 407 20.6 515 29.1 404 98 In 64.3 463 65.8 404 45.3 453 47.1 397 38.8 463 41.0 391 33.9 463 38.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 28.8 386 19.4 453 24.3 380 17.0 453 22.9 358 108 In 38.1 368 39.0 323 31.8 368 32.8 318 27.2 358 28.4 313 23.8 358 26.2 308 21.2 358 22.7 304 19.1 358 20.8 300 16.9 355 18.0 203 111 in 35.1 338 35.8 308 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.8 338 19.1 286 120 in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.8 266 17.4 290 18.2 263 16.4 290 18.4 249 144 in 18.1 201 18.3 188 1 TABLE 8B Anchor Capacity Table (Ws) Anchor Clip Patterns P Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor 11rpe: 3/16" Elco Ullman 1/4° Elco Ultracon 6116' Elco Ultracon ° 3/16" Elmo Ultmcan 1/4" Elco Ultracon 1/4" SS Elco AggreGator 5/18" Elco Ultracon 1/4" SS Etc° AggreGator #10 Steel Screw (G6) #12 Steal Screw (06) #12 Steel Screw (05) Edge Distance (In): 1" 21/2" 1" 2 -1/2" 3 -118° 1" 2-1/2" 1° 2-1/2" 2° 3-1/8" 2' 0.48" 0.54° 0.324 Embedment (In): 1-3/4° 1-3/4° 1 -3/4° 1-3/4" 2" 1 -1/4" 1414" 1 -1/4" 14/4° 1 -1/4 1 -1/4 2` 1 -3/8° 1-3/8° (see note 4) 2 Anchors ;s 4.76' Min. O.C. / Standard pip (Fig. 1): 390 lbs 380 lbs 460 lbs 890 Ibs 1644 Ms 270 lbs 280 lbs 354 lbs - 740 lbs 468 lbs 6641bs 1182lbs 326 lbs 420 lbs 580 lbs 4 Anchors @ 1.16 Min. O.C. / Standard Clip (Fig. 2): 480 lbs 7001bs N/A N/A N/A N/A 380 lbs WA N/A N/A N/A N/A 852 lbs 840 lbs 1120 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 780 lbs 760 lbs 860 lbs 1580 lbs 1898 lbs 540 lbs 550 lbs N/A 760 lbs 936 lbs 680 lbs 2364 lbs 852 lbs 840 lbs 1120 lbs 4 Anchors :. 0.45" Min. O.C. / U-Clip, Into 1/8° Alum. (Fig. 4): N/A NIA N/A N/A N/A NIA NIA NIA N/A N/A N/A N/A N/A N/A 1432 lbs 1 Anchor! F-Clip (Fig. 6): 195 lbs 195 lbs 226 lbs 445 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 234 lin 332 lbs 591 lbs 163 lbs 210 lbs 280 lbs 2 Anchors :? 1.15° Mln. O.C. / F-Clip (Fig. 6): 240 lbs 350 lbs NIA NIA NIA N/A 190 lbs N/A N/A N/A N/A N/A 328 lbs 420 lbs 660 lbs yr .. •� v� a. -.r r\• \v, .V.\ I rl l 1 vl \.\ /ll \v l'" \VI IVI\ YIILVVV /1V 1 IL V r/'11Y:J/'�j�L/ VL1i. FIGURE 1: FIGURE 2: O O FIGURE 3: • • FIGURE 4: • • • • FIGURE 5: O • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„a,) x `ANCHOR CAP. ,,c17 "") =ANCHOR CAP., `MULLION CAP...„. j 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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION 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 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 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.188" 11.250 "-•-I .265" 1.25° X 3.188° X .285° MULLION (1 -1/4° VF MULLION) 8 IZ J to co CV c0 co M X to N O�C (r O CO m 8 t rr PRODUCT REVISED as complying with the Florida Building Code Acceptance No iratia Date ��t1111 /,! /� \\``o�� LYNN M /c4.f. ,``�i v" •••��CENSE � No. 58705 U ST A\ Atomork.s ��QS./ A. LYNNlkl'LL tR, P.E. FL P.E.# 58705 Eo(1 . ►L= OF TABLE '9A Mullion Capacity Table (Ibs/ft2) 2 x 4 x .25 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 In 60 In 70 in 80 in 90 In 100 In 120 In 140 In 180 in Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Taang. Loading Rectangular Loading Tiap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading 1 Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang, Loading Rectangular Loading Trapfrriang. Loading I ci At la ,i" .8 l G g U ti A ac .3 di ° la i � 8. ci la �.. ft@ c`3 ° .x0 dH 1^ la i.� c4 ° ILd1 aT:a: � & ci I; li c) ` .pi I g ; I.8 ' 1 f ci I. � - .51 11 �. ci i 2. f.� c` ' i ai �. 8 3:a 1., 8 G 1. d 8 ig U ii ° gi a: '� 8 8 i ;a ., 13 8 ° U i la .. Y! 8 ° . U I.ig .. - �r Qai 8 _ '_ '� .l3 G � & c`3 �.. a c $ II Ai g a� ( 8 n 's� $ a t5 11 ty ci ig '�s., & 2 ci 1 Qa g 3 7 2: 42 In 170.0 820 170.0 436 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1485 N/A N/A 170.0 1735 170.0 521 170.0 1883 170.0 521 48 In 170.0 703 170.0 524 170.0 860 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 680 170.0 2267 170.0 680 50.625 in 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 758 170.0 2092 170.0 758 170.0 2391 170.0 758 54 In 170.0 797 170.0 612 170.0 968 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 858 170.0 1913 170.0 861 170.0 2231 170.0 881 170.0 2650 170.0 861 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 844 170.0 1694 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1083 160.8 2680 170.0 1063 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 , 170.0 2231 170.0 1169 166.7 2553 170.0 1171 146.9 2553 170.0 1171 86 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1086 170.0 1763 170.0 1158 170.0 1948 170.0 1210 170.0 2338 170.0 1275 181.9 2437 170.0 1286 132.9 2437 170.0 1286 72 In 170.0 1083 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2126 170.0 1387 145.8 2184 170.0 1483 124.8 2184 170.0 1629 109.2 2184 170.0 1530 76 In 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1322 165.1 1980 170.0 1421 148.6 1880 170.0 1805 123.6 1980 161.8 1648 108.1 1960 164.0 1536 829 1980 152.7 1531 78 In 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1389 152.7 1861 170.0 1474 137.4 1681 163.1 1500 114.5 1861 147.3 1473 98.2 1881 138.6 1469 85.8 1851 137.8 1454 90 In 170.0 1328 170.0 1144 149.1 1398 168.0 1219 127.8 1398 138.0 1188 111.8 1398 121.3 1179 89.4 1398 110.2 1162 89.6 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1388 78.9 1098 96 in 147.4 1228 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1081 92, 1229 88.9 1044 81.9 1229 89.8 1029 73.7 1228 82.4 1016 61.4 1229 72.2 993 62.7 1228 65.9 977 46.1 1229 62.1 987 108 In 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 649 64.7 971 68.4 837 57.5 971 61.8 826 51.8 971 58.5 815 43.1 971 49.0 788 37.0 971 44.0 782 32.4 971 40.8 771 111 In 95.4 919 97.3 832 79.5 919 81.9 819 88.1 919 70.9 808 59. a 919 62.9 784 63.0 919 58.7 784 47.7 919 51.8 774 38.7 819 44.8 766 34.1 919 40.2 742 29.8 919 37.1 732 120 In 76.6 786 76.8 716 62.9 788 84.5 705 83.9 786 55.8 895 47.2 788 49.4 886 41.9 788 44.4 677 37.7 788 40.5 666 31.5 786 34.9 853 27.0 786 31.0 841 23.6 786 28.4 631 144 in 43.7 548 44.2 504 1 38.4 546 37.0 498 31.2 648 31.9 491 27.3 546 28.2 485 24.3 646 25.3 479 21.8 648 22.9 474 1 18.2 546 19.6 484 15.6 546 17.2 455 , 13.7 646 15.5 448 TABLE 9B Anchor Capacity Table (Ibs) Anchor Clip atterns p Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Type: 3/16" Elco Ultraeon 1/4° Elco lAtrecon 5116" Elco Uitracon 311E Elco Ultrecan 114° Elco Ulfracon 1/4" SS Elco AggreGator 5/16" Elco Uitmoon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (35) #12 Steel Scow (05) Edge Distance (In): 1° 2 -112" 1" 2 -112' 3.1/8° 1" 21/2° 1° 2- 112" 2° 3-1/8° 2" 0.4E 0.54° 0.324° Embedment (In): 1314" 1-3/4" 1-3/4' 1-3/4° 2" 1 -1/4" 1 -1/4" 1.1/4° 1 -1/4 1 -114° 1 -1/4° 2' 1-316" 1-3/8" (see note 4) 2 Anchors 4.75° Min. O.C. / Standard Clip (Fig. 1 or 2): 390113s 390 lbs 4501bs 890 lbs 1844 lbs- 270 Ibs 280 Ibs 354 lbs 740 Ibs 468 Ibs 684 lbs 1182 Ibs 3281bs 420 Ibs 860 Its 4 Anchors ® 2.63" Mtn. O.G. / Standard Clip (Fig. 3): 740 lbs 740 lbs 630 lbs 1485 lbs 1424 lbs N/A 560 lbs WA 695 lbs N/A 880 lbs WA 652 lbs 840 lbs 1120 lbs 8 Anchors ®1.71° Mtn. O.C. / Standard Clip (Fig. 4): 885 lbs f 788 lbs 1946 lbs N/A N/A 705 lbs N/A 799 its N/A N/A N/A 978 lbs 1280 lbs 1680 Ibs 4 Anchors @ 3" Min. O.C. I (2)2x5 Angle Clips (Fig. 5): 780 Ibs 780 lbs 880 lbs 1560 lbs 1896 lbs 640 I.:: 680 lbs N/A 76011:s 838 lbs 880 Ibs 2364 lbs 652 lbs 840 lbs 1120 lbs 6 Anchors 0 3" Min. 0.C. /(2)2x5 Angle Clips (Fig. 6): 1170 Ibs 1170 Ibs 1020 Ibs 23401bs 2844 Ibs 81' lbs 840 lbs N/A 1140 Ibs 1404 Ibs 1320 lbs 3546 Ibs 976 lbs 1260 Ibs 1880 Oa 3 Anchors 6 1.34" Mln. O.C. 1 U-COp Into 118" Alum. (Fig. 7): N/A N/A NIA N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A 0741 8 Anchors @ 0.84" Min. O.C. ! U-COj Into 1/8° Alum. (Fig. 8): N/A NIA NIA WA N/A N/A N/A N/A N/A WA N/A WA N/A N/A 21 lbs 2 Anchors @ 268" Mln. O.C. I F-COp (Fig. 9): 370 Ibs 370 lbs 3151bs 743 lbs 712 lbs N/A 280 lbs N/A 348 lbs N/A 440 lbs N/A 328 lbs 420 Ibs 560 lbs 3 Anchors .© 1.71° Min. O.C. / F Clip (Fig. 10): 390 lbs 390 lbs 340 lbs 780 lbs 848 lbs 270 lbs 280 lbs WA 380 lbs 468 Ibs 440 lbs 1182 lbs 328 lbs 420 lbs 560 lbs FIGURE 1: 0 0 O 0 O 0 00 O 0 • FIGURE 5: • • FIGURE 2 0 0 00 00 00 0 • 0 • • FIGURE 3: • 0 • O 0 00 O 0 0 • • FIGURE 6: • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10. 0• •o o• •• •• • • 00 00 00 0 • • 00 00 00 • FIGURE 4: 00 00 0 0 • • • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„�) X ( ANCHOR CAP.,",,,, �, � =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. 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 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 DRILLED 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 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL .250" 2" X 4° X .25" MULLION z 0 J J D W m z D Q N U a 2 ® a dg - M O M co A O z z 0 PRODUCT REVISED us complying with the Hodes t3uilding Code Acceptance No I Pi% . • iration;Date ,!',W /r By J/.:.1 -1... 111.1_ M i a m . ade Product' ■,, `��ttllll! R10 ••� A. LYNIiI<IUIIL.. , P.E• FL P.E.# 58705 TABLE 1OA Mullion Capacity Table (Ibs/ft2) 2 x Alum. Mullion 6x.28 Tubta Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally- spanning mullions) 50 in 60 in 70 in 80 In 90 In 100 In 3/16" Elco Ult acon In 140 In 160 in Rectangular Loading TrapiTrisng. Loading Rectangular Loading ' Trep/Triang. Loading Rectangular Loading Trep/Triang. Loafing Rectangular Loading Trep/Triargl. Loading Rectangular Loading ' Trep/Triang. Loading Rectangular Loading Trap/Triang. Loading R:" > L• =ding • uiar Trap/Triang. Loading Rectangular Loading Tmp/Trinng. Loading Rectangular Loading Trap/Tdang. Loading �� c� as i. ii as 2 . , �� cc # 2: Anchor Capacity Required (ibs) I h Li d h . G MuRron Capacity (lam) Anchor Capacity Required (Ibs) h 1 -1/4" Mullion Capacity pbs/ft2) Anchor Capacity Required Qbs) Mullion Capacity (lbsmt2) (see note 4) 2 Anchors c!! 4.75" Min. O.C. / Standard Clip (Fig. 1 or 2): Anchor Capacity Required (rte) 390 Ibs ih :' co Qo Mullion Capacity Q Anchor Capacity Required pbs) 2 .: re Mullion Capacity Anchor Capacity Required (Ibs) Mullion Capacity Qom) Anchor Capacity Required Os) Mullion Capacity I (Ibstit2) G a 4 Anchors @ 4.88° Min. O.C. / Standard Clip (Fig. 3): 42 to 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 12' 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 In 170 0 708 A 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0.01417 4728 lbs 170.0 880 170.0 1700 170.0 680 170.0 1983 170.0 880 170.0 2287 170.0 880 50.625 In 170,0 747 170.0 563 170.0 888 170.0 831 170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 758 54 In 170.0 797 170.0 812 170.0 056 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2550 170.0 881 60 In 170.0 865 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 170.0 2833 170.0 1063 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2975 170.0 1171 66 In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170,0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1286 Mull Lent, 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 79111 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 ( 170.0 2892 170.0 1829 170.0 3140 170.0 1694 170.0 3589 170.0 1705 781n 170.0 1151 170.0 987 170.0 1381 170.0 1118 170.0 1811 170.0 1250 , 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1798 90 In 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1853 170.0 2391 170.0 1793 170.0 2658 170.0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 2273 138.5 3413 170.0 2361 981n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2287 170.0 1784 170.0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 3199 170.0 2338 137.1 3189 168.8 2470 120.0 3199 158.1 2428 108 In 170.0 1594 170.0 1409 170.0 1913 170.0 1847 i 170.0 2231 170.0 1870 170.0 2550 170.0 2078 184.8 2781 170.0 2271 148.3 2781 181.9 2333 1 123.6 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 118.0 2190 111 In 170.0 1838 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2821 170.0 2149 151.8 2832 162.3 2245 136.6 2632 148.4 2218 113.8 2632 128.4 2168 97.8 2832 115.1 2128 85.4 2632 106.3 2096 120In 170.0 1771 170.0 1586 170.0 2125 170.0 1859 F 154.4 2252 159.9 1991 135.1 2262 141.4 1984 120.1 2252 127.2 1936 108.1 2252 118.1 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1836 67.6 2252 81.4 1808 144 in 125.1 1564 126.8 1445 104.3 1584 106.1 1425 89.4 1684 91.6 1407 i 78.2 1564 80.7 1390 89,5 1584 ,� 72.3 1373 82.6 1684 65.7 1358 1 52.1 1584 58.0 1330 44.7 1584 49.2 1305 39.1 1564 44.4 1283 TABLE 10B ./' Anchor Capacity Table s) L-:"*"- Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conn. Hollow CMU FIlled CMU PT Wood Metal Anchor Type: 3/16" Elco Ult acon 1/4" Elco Ultracon 6/18" E[co Ultracon Elco Ultracon 1/4" Elco Ultracon V4" SS Elco AggreGator 6/18" Elco Ultracon 1/4° SS Elco AggreGator fx 10 Steel Screw (65) #12 Steel Screw (35) 812 Steal Screw (G5) Edge Distance (in): 1" 2 -1/2° 1° 2 -1/2" 3-1/8" 1° 2 -1/2° 1° 2 -1/2" 2° 3-1/8° 2° 0.48' 0.64" 0.324° Embedment (In): 1-3/4° 1.3/4" 1.314° 14/4" 1 -1/4" 1 -1/4° 1 -1/4° 1 -1/4° 1 -1/4" 1 -1/4" 2' 1-3/8" 1-3/8" (see note 4) 2 Anchors c!! 4.75" Min. O.C. / Standard Clip (Fig. 1 or 2): 310 lbs 390 Ibs 450 Ibs 890Ibs 4 lbs 270 [he 280 lbs 364 lbs 740lbs 488 lbs 684 lbs 118216 326 Ibs 420 lbs 580 lbs 4 Anchors @ 4.88° Min. O.C. / Standard Clip (Fig. 3): 780 lbs 780 lbs 900 lbs 1780 lb 3084 lbs 540 lbs 560 lbs 708 lbs 1460 lbs 938 lbs 1104 lbs 2384 lbs 852 lbs 840 lbs 1120 lbs 8 Anchors @ 1.71" Mln. 0.C.1 Standard alp (Fig. 4): 1180 lbs 1400 lbs 1010 lbs 2896 Ibs N/A N/A 9401bs N/A 10861bs N/A N/A N/A 1304 !be 1680 lbs 2240 lbs 4 Anchors @ 3' Min. 0.C.1(2) 2x5 Angle Clips (Fig. 5): 780 lbs 780 lbs 680 lbs 1560 !be 1898 lbs 640 lbs 560 lbs N/A 760 lbs 938 lbs 880 lbs 2364 lbs 852 Ws 840 lbs 1120 [ha 8 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 6): 1560 lbs 1580 lbs 1360 lbs 3120 lbs 3792 lbs 1080 Ws 1120 lbs N/A 1520 lbs 1872 lbs 1760 lbs 4728 lbs 1304 lbs 1680 lbs 2240 lbs 12 Anchors @ 1.6° Min. O.C. / (2) 2x5 Angle Clips (Fig. 7): 1660 lbs 2100 lbs 1440 lbs 3780 lbs N/A N/A 1320 lbs N/A 1500 lbs N/A N/A N/A 1958 lbs 2520 lbs 3380 lbs 4 Anchors @ 1.34° Min. O.C. / U -Clip. Into 1/8" Alum. (Fig. 8): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1432 Ws 8 Anchors @ 0.64° Min. O.C. / U-Clip, Into 1/8° Alum. (Fig. 9): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2664 lbs 2 Anchors @ 4.68 Min. 0.0. / F-Clip (Fig. 10): 390 lbs 390 lbs 450 lbs 890 lbs 1532 lbs 270 lbs 280 lbs 354 lbs 740 lbs 468 lbs 552 lbs 1182 lbs 326 lbs 420 lbs 560 lbs 4 Anchors 1.71" Min. 0.0. / F -Clip (Fig. 11): 590 lbs 700 lbs 505 lbs 1268 lbs N/A N/A 470 lbs N/A 533 lbs N/A N/A N/A 652 lbs 840 'bit 1120 lbs FIGURE 1: • 0 0 0 Ii 00 00 00 00 0 0 0 FIGURES: • • FIGURE 2: • eo O 0 O 00 O 00 0 0 • 0 • FIGURE 3: • 0 0 • 00 00 00 00 0 0 • FIGURE 6: • • • FIGURE 4: • • • 00 00 00 00 • • • • • FIGURE 8: FIGURE 9: FIGURE 10 FIGURE 11. 0 • • 0 0 • • o FIGURE 7 • • • • • • •• • • •• • 0 0 • 00 00 0 0 00 • • • • 00 00 0 0 00 ANGLE CLIP (FIGURES 5 -7) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_ ) x ( ANCHOR CAP.,...) ANCHOR CAP.,„, MULLION CAP..,,,,,, j 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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION 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 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 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. .260" 2 "X8 "X.25" MULLION 6.000" 8 U1 N co N O a co m z PRODUCT REVLSED as complying with the Florida Building Code Acceptance No Ex .; Mit) %late .0. 144, r, By Miami ads Product 11/7y M/4 ��i '��Gt~NSF,.'`�'p /,i No. 58705 • = 3O� FLORIDA,• � �� /// Fs r•.......° ,, .s • ,SONA- A. LYNNIMiLLER, P.E. FL P.E.# 58705 stit • 6-= E 141 TABLE 11A Mullion Capacity Table (ibs!ft2) 1.26" x 2.11" x .126" Alum Tube Mull Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -Spann ng mullions) 50 in _ 80 in 70 In 80 in 80 in 100 In 120 In 140 in 160 In Rectangular Loading 8118" Elco Ultracon Trap!Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TiaplTriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trep/Trlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading 2I iI II II I, I II ii,1 I a` Mullion Capacity ts) la II la II II la El II Anchor Capacity Required Abs) Mull limt CePaeny fibs Anchor Capacity Required Qbs) Mullion Capacity t) �- re 780 lbs a ii Mullion Capacity tom) Anchor Capacity Required Qbs) 2 Anchor Capacity Required pbs) 2c, Anchor Capacity I Required Ohs) 2 III ii 2 Anchor apacity Required () g 2 a II l II la 421n 144.2 528 167.0 428 120.2 528 148.9 419 103.0 ,526 138.9 414 90.1 528 134.6 411 80.1 526 134.1 411 72.1 528 134.1 411 80.1 628 134.1 411 51.5 526 134.1 411 46.1 628 134.1 411 48 In 98.8 403 108.0 333 80.6 403 94.7 325 69.0 403 88.4 320 80.4 403 81.4 317 53.7 403 79.1 315 48.3 403 78.8 314 40.3 403 78.8 314 34.5 403 78.6 314 30.2 403 78.6 314 50.825 In 82.3 382 91.0 301 88.6 382 79.3 294 58.8 382 71.9 289 51.5 362 87.2 288 45.7 362 84.8 284 41.2 382 63.8 283 34.3 382 63.5 283 29.4 382 63.6 283 26.7 362 83.6 283 64in 67.8 318 74.1 267 68.5 318 64.2 281 48.6 318 67.7 256 42.4 318 53.6 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 316 49.1 248 Mull Lem 60 in 49.5 268 63.1 219 41.2 268 46.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 268 32.2 201 16.5 258 32.2 201 83 in 42.7 234 45.6 200 35.8 234 39.1 195 30.5 234 34.7 192 28.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 28.6 183 15.3 234 26.5 183 13.4 234 28.6 183 68 In 37.2 213 39.4 183 31.0 213 33.7 179 28.5 213 29.8 178 23.2 213 27.0 173 20.8 213 25.1 170 18.8 213 23.7 169 16.6 213 22.2 167 13.3 213 22.0 166 11.6 213 22.0 188 721n 28.6 179 30.1 165 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145 76 in 24.3 181 25.4 140 20.3 161 21.8 137 17.4 161 19.0 135 15.2 181 17.0 133 78 In 22.6 162 23.6 133 18.8 162 19.9 131 18.1 152 17.6 128 BL 18 Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 9.6k Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18" Elco Ultrecon 1/4" Elco Uitracon 5/16" Elco Uitracon 3/18" Elcc Ultracdn 1/4" Etco Ultracon 1/4" SS Elco AggreGator 8118" Elco Ultracon U4" SS Elco AggreGater #10 Steal Screw (G8) #12 Steel Screw (06) #12 Steel Screw (05) Edge Distance (In): 1° 2 -1/2" 1" 2 -1/2' 3-1/8" 1" 2 -1/2" 1" 2 -1/2' 2' 3-1/8" 2° 0.48" 0.54" 0.324" Embedment (In): 1-3/4" 14/4" 14/4" 1-3/4" 2" 1 -114" 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4' 1 -1/4" ( 2" 13/8" 1-3/8" (see note 4) 4 Anchors (0 3" Mtn. O.C. / (2) 2x5 Angle Clips (Fig. 1): 780 lbs 780 Ibs 880 lbs 1580 lbs 1896 lbs 540 lbs 560 lbs N/A 760 lbs 936 lbs 880 lbs 2384 Ms 652 lbs 840 lbs 1432 lbs FIGURE 1: • • • • 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 AND /OR OPENING WIDTHS IS ALLOWABLE. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) X l ANCHOR CAP.,...) ANCHOR CAP.,", `MULLION 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. 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 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 8083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. r•-- 1.266 "1 .125" 1.26' X2.11" X .125" MULLION (INTEGRAL FIN MULLION) U W N -J to N_ X N SD 0 N to O M 87 9 z I r 5 0 r A I z PRODUCT REVISED as complying with the Florida Building Code , Acceptance No • Ex hallo Vale ��`�N.( LYNN 4t%1"ii •k GENs . •.�'Q �'.� •.fir' No. 58705 T /' /,,S /ONAL A. LYNN I11E1'L�LER, P.E. FL P.E.# 58705 3. 11 W� E OF • TABLE 12A Mullion Capacity Table (lbslft?) 3.26" 30 DEG. AL BAY MULL Opening Width (for vertically - spanning mullions) or Opening Height (for horizontally- spanning mullions) 50 in a 1 60 in 70 In ^ 80 In 90 in 100 In 120 In 140 In 160 In Rectangular Loading TraplTrlang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/iiiong. Loading Reotangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Triang..° Loading Rectangular Loading Trap/ Bang. Loading 2 c. Anchor Capacity Required (Ibs) „ ii b ii ; ix Mullion Capacity (III) Anchor Capacity Required (lbs) g^ Anchor Capacity Required (ibe) 1 ji gII Anchor Capacity Required (lis) A 11 •�a Mul ion Capacity °IM) Anchor Capacity Required (lbs) Mullion Capacity (lbefft2) Anchor Capacity Required pbs) MWi�n Capacity (ii ) A II d� P g Anchor Capacity I Required (lbs) Mullion Capacity (lom) ' a d $ c'� , 2 r i are 2 II 280 Um Ii _ Pg ii II a 328 lbs 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 521 149.1 1740 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0 877 170.0 1417 170.0 880 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 680 50.025 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 758 117.3 1443 170.0 768 102.6 1443 170.0 756 54 In 170.0 797 170.0 612 170.0 956 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 881 103.1 1353 170.0 861 90.2 1353 170.0 881 80 in 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.8 938 116.9 1218 152.1 924 97.4 1218 148.1 913 83.5 1218 146.1 913 73.1 1218 146.1 913 83 In 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1150 168.8 933 131.4 1160 153.0 914 118.8 1150 141.9 898 105.1 1150 134.2 085 87.6 1150 128.7 871 75.1 1150 126,2 870 65.7 1150 128.2 870 661n 170.0 974 170.0 789 152.4 1048 165.8 881 130.6 1048 148.6 664 114.3 1048 133.1 850 101.8 1048 123.4 839 91.4 1048 116.6 830 76.2 1048 109.4 821 65.3 1048 108.2 818 57.1 1048 108.2 818 Mull Lem 721n 140.8 880 147.9 784 117.4 880 128.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 88.2 703 58.7 880 79.2 699 50.3 880 76.5 688 44.0 880 76,4 888 78 In 119.7 790 125.1 890 99.8 790 106.4 676 85.5 780 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 700 85.1 624 42.8 790 62.1 619 37.4 790 61.6 617 76 In 110.8 750 115.5 857 92.3 750 88.1 644 79.1 750 85.9 632 69.2 750 77.1 621 81.5 750 70.8 612 55.4 750 65.7 605 46.2 750 59.4 594 39.6 760 56.2 588 34.8 760 65.5 588 90 In 72.1 583 74.4 600 60.1 563 62.9 491 61.5 583 54.8 483 45.1 583 48.9 475 40.1 583 44.4 4813 38.1 583 40.9 482 30.0 583 36.2 452 25.8 583 33.3 445 22.5 583 31.8 442 88 In 59.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 28.8 394 18.8 495 25.0 390 108 In 41.7 391 .42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 28.1 391 27.8 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4. 391 19.7 321 14.9 391 17.8 315 111 In 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 318 19.2 370 20.8 312 18.0 370 18.1 305 120 In 30.4 317 30.9 289 25.3 317 28.0 284 1 21.7 317 22.5 280 19.0 317 19.0 276 16.9 317 17.9 273 144 In 17.8 220 17.8 203 11l TABLE 12B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Elco Ultracon 1 /4° Elm Ultracon n W16" Elco Ultracon 3/18" Elco Ultracon 1/4' Elco Ultracon 1/4° SS Elco AggreGator 5118" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (05) #12 Steel Screw (05) #12 Steel Screw (135) Edge Distance (1n): 1" 2 -1/2" 1" 2112" 3-1/8" T 2 -1/2" 1° 21/2" 2" 3.1/8" 2" 0.48° 0.54" 0.324 Embedment (In): 1-314" 1314" 14/4° 1-314' 2" 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-3/8" 1-3/8" (see note 4) 2 Anchors @ 5" Min. O.C. / (2) 2x5 Angle Clips (Fig. 1): 390 lbs 390 lbs 450 lbs 890 Ms 1700 lbs 270 lbs 280 Um 354 Ws 740 lbs 488 IN; 720 lbs 1182 Ws 328 lbs 420 lbs 560 lbs 4 Anchors at 3.5" Min. O.C. / (2) 2x5 Angle Clips (Fig. 2): 780 Ibs 780 lbs 790 lbs 1670 lbs 2525 lbs 540 lbs 580 lbs N/A 1120 Rs 936 lbs 880 lbs 2364 lbs 652 lbs 840 lbs 1120 lbs 8 Anchors @ 271" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3):I_ 1120 lbs 1120 lbs 955 lbs 2246 lbs , 2254 lbs N/A 840 lbs N/A 1059 lbs N/A 1320 lbs NIA 978 lbs 1260 lbs 1680 lbs 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 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 DRILLED 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 6063 -T5 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„",) X (ANCHOR CAP.n°"""") _ ANCHOR CAP.,,,,. `MULLION CAP..T,,,.R 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. let y re O M co 2 t A z Q 0 PRODUCT REVISED as complying with the Fiuridsa Building Code Acceptance No 'rail n!Atte By Muni ,ade dua" ```:Prvi..Ival. t11111I/ //7! `�� t ' �.YNN 4ij ,„ •.fir * i No. 58705 ;�� G""T113o l :LV= 0 �' STATE O i T•;• ORtOp'••• 'G��: i �•'••. �� /,, Q/ NAL :� A. LYNN MILLER, P.E. FL P.E.# 56705 'TABLE 13A 3.26" 46 OEG. AL SAY MULL 50 In Rectangular Loading 9 2 f Trap/Triang. Loading II 60 In • Rectangular Loading if Trap/Triang. Loading a 70.1 Rectangular Loading V W c. • J 42 In 48 In 170.0 170.0 820 708 170.0 170.0 435 524 170.0 170.0 744 850 170.0 478 170.0 688 Mullion Capacity Table (Ibstft2) Opening Width (for vertically - spanning mullions) or Opening He ght (for horizontally- spanning mullions) n 60 In 90 in 1001n 120 In Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Loading Loading Loading Loading Loading TraplTrlang. Loading 170.0 508 Rectangular Loading a 8 2w. Trap/Tdang. Rectangular Loading Loading 170.0 992 170.0 519 170.0 v q ild 1116 170.0 521 170.0 ag 1240 170.0 8 G II 140 in 160 In c t Rectangular Loading ee LoatUng Rectangular Loading ia tf Loading if 621 170.0 1480 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 50.626 In 170.0 747 170.0 683 170.0 170.0 170.0 584 631 170.0 170.0 992 1048 170.0 170.0 630 684 170.0 170.0 1133 1195 170.0 170.0 54 In 80 In 63 In 66 In 72 In 76 In 170.0 170.0 797 885 170.0 170.0 612 701 170.0 170.0 958 1083 170.0 170.0 891 797 170.0 170.0 1116 1240 170.0 170.0 754 878 170.0 157.1 170.0 170.0 930 974 170.0 170.0 745 789 170.0 170.0 1118 1169 170.0 170.0 850 903 182.9 148.4 1247 1190 170.0 183.7 940 865 142.5 129.9 1275 170.0 1309 170.0 1247 164.6 1190 147.9 681 723 803 170.0 170.0 170.0 1276 1345 170.0 170.0 677 170.0 747 170.0 1417 1494 170.0 880 163.7 1637 170.0 880 140.3 170.0 122.8 170.0 170.0 758 944 139.7 983 128.7 945 115.4 1434 1309 1247 1190 170.0 170.0 152.8 138.5 837 155.2 998 125.7 985 114.0 928 103.9 1455 1309 1247 1190 170.0 151.6 137.4 1010 906 169.8 143.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 163.5 144.3 128.4 98.9 856 994 147.1 129.3 104.8 1552 170.0 120.1 1552 170.0 756 110.4 170.0 1455 170.0 1309 157.1 982 110.8 1455 170.0 881 97.0 170.0 881 1309 982 1309 157.1 982 952 914 95.0 68.8 1247 1190 138.2 119.5 938 74.2 1247 1190 135.7 118.1 935 893 71.3 64.9 1247 1180 135.7 118.1 935 893 807 87.3 1010 90.8 1010 87.8 700 78 In 127.1 861 132.8 792 754 114.6 105.9 908 861 122.0 112.6 775 738 98.1 90.8 90 In 98 In 82.7 646 85.4 574 86.9 646 72.1 564 59.1 908 861 846 107.1 98.6 62.9 761 725 554 88.2 668 70.1 608 58.8 608 69.1 499 48.7 588 51.4 491 85.9 79.4 51.7 42.6 906 96.2 881 648 588 88.5 66.1 45.8 749 78.3 713 70.6 908 861 88.2 81.0 738 68.7 703 83.6 906 881 82.3 729 75.4 694 57.3 908 74.7 49.1 71.2 710 42.9 87.7 70.6 789 708 63.0 861 88.1 45.4 861 04.5 875 39.7 861 63.7 672 645 46.0 648 50.9 537 41.4 648 47.0 530 34.5 648 41.5 29.5 38.2 511 25.9 38.5 483 37.9 586 41.4 476 34.1 888 108 In 47.9 449 111 In 120 in 44.1 34.9 425 384 48.9 45.0 35.5 405 39.9 385 36.6 331 29.1 449 41.2 428 37.9 29.0 399 379 34.2 449 35.7 393 29.9 449 31.7 31.5 24.9 425 384 32.6 25.8 373 27.6 425 321 21.8 384 29.1 22.8 387 28.6 367 24.5 317 19.4 449 28.6 382 23.9 449 426 384 28.2 20.5 362 22.1 313 , 17.5 144 M 20.2 263 20.4 233 16.8 253 17.1 230 425 384 38.1 28.1 24.0 18.7 470 28.4 568 33.4 459 24.3 588 30.5 452 21.3 377 358 309 20.0 18.4 449 425 22.7 20.7 388 350 17.1 449 425 20.4 343 15.0 449 18.9 447 358 TABLE 13B Anchor Clip Patterns Substrate: 2.7k Concrete Anchor Capacity Table (lbs) 3.6k Conc. Hollow Ctrltl Filled CMU PT Wood Metal Anchor Type: Edge Distance On): Embedment (In): 2 Anchors ® 5" Mtn. O.C. / (2) 2x5 Angle Clips (Fig. 1): 4 Anchors Ot 3.6" Mm . O.C. / (2) 2x5 Angle Clips (Fig. 2): 8 Anchors Q 2.71" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 3/18" Elco Ultra 1" 2-1/2' 1/4" Elco Ultracon 1" 2 -1/2' 5/18" Moo Ultracon 3-1/8" 3/16" Elco Ultracon 1" 1/4' Elco Ultracon 1/4" SS Elco AggreGator 5/16° Elco Ultracon 114" 8S Elco AggreGator #10 Steel Screw (05) #12 Steel Screw (05) #12 Steel Screw (05) 1 -3/4° 1 1 -3/4" 1 -3/4" 2 -112" 1" 2 -1/2° 2" 3-1/8" 2° 0.48" 0.324" 390 lbs 390 lbs 450 lbs 890 lbs 1700 lbs 1 -1/4" 270 lbs 1 -1/4" 280 lbs 1 -1/4" 354 Ms 1 -1/4" 1 -1/4" 1 -1/4" 740 lbs 780 lbs 1120 lbs 780 lbs 1120 lbs 790 lbs 958 lbs 1670 lbs 2248 lbs 2526 lbs 2254 lbs 640 lbs N/A 690 lbs N/A 1120 lbs 468 lbs 938 lbs 720 lbs 2' 1182 lbs 1-3/8' 1-3/8" (see note 4) 328 lbs 420 lbs 660 lbs 880 lbs 2384 lbs 652 lbs 840 lbs 1120 lbs 840 lbs N/A 1059 lbs N/A 1320 lbs WA 978 lbs 1280 Ws 1680 HIS FIGURE 1: • FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1 -3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION 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 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 6083-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: 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 QUAUFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 0 co VIZ to- re 8 a. co g CO CS1 re tu PRODUCT REvissa as complying with the Florida Building Code Acceptance No Ex irationveate By Predue 2. • tt 30 11 --j 1.000" f -- .125" .125" 1" X 2° X .125" MULLION 8003 -T8 ALUM. X- SECTION .375" MIN. .375" MIN. 2.000" i --j 1.000" I-- .125" 3.125" 2 5.500" 1.15" MIN. O.C. 2 STANDARD CLIP 6063 -T8 ALUM. TOPVIEW 2.750" 1.000" �-- TT A .375" I 1" X 2" X .375" MULLION 8063 -T8 ALUM. X- SECTION STANDARD CLIP 6083 -T6 ALUM. X SECTION .125" CUT HERE TO CREATE F -CLIP, SEE r - DETAIL F, SHEET 4 0.312" .125" .375" 1" X 2.75" X .375" MULLION 6083 -T8 ALUM. X- SECTION 5.500" - I .375" MIN. U-CLIP 6083 -T8 ALUM. X- SECTION .338" MIN. ---I 1.000° �-- 2.750" 1° X 2.75° X .850° MULLION 8083 -T6 ALUM. X SECTION --� F"-.125" 2.000" U -CLIP 8063 -T8 ALUM. USED FOR ALL 1" X 2" AND 1" X 2.75° MULLIONS, SHEETS 6-8 0.226" TYP. TOPVIEW .338" MIN. U -CLIP 8063 -T6 ALUM. 1 "X3.125 "X.500" 13) MULL ONLY, SHEET 9 TOPVIEW A .338" MIN. U-CLIP 6083 -T8 ALUM. 1.25° X 3.188" X 285" MULL ONLY, SHEET 12 TOPVIEW 6063 -T6 ALUM. .740" - + -i TOPVIEW 2 TABLE B 1 W5.74/ iiiiiiiiii/ iiiii�iriiiiiiiiiiiWW1:4660WWW. 3.125" I- 1.000 " --1 .125" .500" 1" X 3.125" X .5" MULLION 6083 -T6 ALUM. X- SECTION 2X5 ANGLE CLIP 6063-TO ALUM. X SECTION .125° 5.000" .375" MIN. L 0.312" 3.000" MIN. - 2X5 ANGLE CLIP 8063-T8 ALUM. TOPVIEW 3.188" I-- 1.250 " --H 1.25" X 3.188" X .265" MULLION 6063 -T8 ALUM. X- SECTION Mull Dimension (sheet #) PGT Part # For Mullion: [Offset I Std. Clip 1 Offset Clip' U-Clip , Angle Clip 1" X 2" X .125" (5) 66605 666113M 6661118M 666243M 666511M 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X.375" (7) 68607 686115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) 66608 668116M 6661121M 686246M 666514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 666242M 666516M 1.25" X3.188" X .265" (12) 66641M 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X .125" (15) 69370 NIA N/A N/A 666517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. TABLE A 1266 " --.l .900" 1.28° X 2.11" X .125" MULLION 8083 -T8 ALUM. X- SECTION Dimension Value (In) For Mullion: A 1.625 B 2.654 in X 2" X .125" C 0.895 Aluminum D 0.740 Tube Mullion E .450 Min. A 1.125 B 2.404 1" X2" X .375" C 0.635 Aluminum D 0.490 Tube Mullion E 0.450 A 1.875 B 3.000 1" X 2.75 "" X C 0.757 .375 Aluminum 0 1.118 Tube Mullion E .450 Min. A 1.312 B 3.000 1 "X2.75 "X .650" C 0.476 Aluminum D 0.836 Tube Mullion E .450 Min. A 2.000 B 2.637 1" X 3.125" X C 0.863 .500" Alum D 1.137 Tube Mull E .450 MIn. A 2.625 B 3.262 1.25" X3.188" C 0.862 X .265" Alum D 1.782 Tube Mull E .450 Min. 1.26"X2.11 "X A 1.813 .121" Alum Tube Mull a 6 CO co .O m PRODUCT REVISED as complying with the Florida Building Code Acceptance Not •� 2A.bt B cation' ate ! By Miami ► de Produc • ` \ \Illltlf/ N .. .M,� > No. 58705 ='o II3 Iw� � :� STATE F ......44./ iD�`(. ' FLORIOp'. C9' •.'' %,s3 /ONM- �E A. LYNN MIL�LELR, P.E. FL P.E.# 58705 -� 1.000" F� 1" X 4" X .125" MULLION 8083 -T8 ALUM. X- SECTION .125" - -� 1.000" I--- 4.000" 1 "X4 "X.375° MULLION 6083 -T8 ALUM. X- SECTION 30° BAY MULLION 6083 -T8 ALUM. X- SECTION 45° BAY MULLION 8083 -T6 ALUM. X- SECTION NOTES: .375" MIN. 2.000° ei .125" .125" STANDARD CLIP 6063 -T8 ALUM. X- SECTION 3.125" 6.500" CUT HERE TO x.375" _ CREATE F -CLIP, SEE it DETAIL F, SHEET 4 2.876" 1.15" MIN. O.C. 0 0 0.312" 0 .375`_x MIN. 2 STANDARD CLIP 8083 -T8 ALUM. TOPVIEW 5.6000 2.250" i 1) ALL MULUON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 1.16" MIN. O.C. 0 F.375" 0.312° O 0 0 .740" - - I I OFFSET CLIP 6063 -T6 ALUM. TOPVIEW 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 3.000" 125" U -CLIP 8053 -T6 ALUM. X- SECTION 740" 2 .125" 2.125" U-CLIP 8003-TO ALUM. USED FOR ALL 1" X 4" MULLIONS, SHEETS 10 & 11 TOPVIEW TABLE D TABLE C -11-.125" 2.000° r 0 ■ 2X5 ANGLE CLIP 6003 -T6 ALUM. X- SECTION 5.000° .125" 0.312" 0 p MIN. 11.376" MIN. 2 2.71" MIN. O.0 (BAY MULLS) 0 0 0 3.00" MIN. O.C. (1" X 4" MULLS) 2X5 ANGLE CLIP 8083 -T8 ALUM. TOPVIEW Dimension Value (in) For Mullion: F 3.687 1" X 4" X .125" G 1.000 Aluminum H 2.680 Tube Mullion F 3.187 1" X4" X .375" G 0.757 Aluminum H 2.430 Tube Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull Mull Dimension (sheet#) POT Part # Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X4" X.125" (10) 69364 666111M 6661122M 666241M 666518M 1" X4" X.375" (11) 66610 686112M 6661123M 666242M 666519M 30 Degree (16) 66649 N/A N/A N/A 6665110M 45 Degree (17) .66650 N/A N/A N/A 6665111M a ti 0 W 0 N N O CO m i I a: m PRODUCT REVISED as complying with the Florida Building Code Acceptance No. - 1 " E . irati /on plate iii,;.l a id .., 1 1 . ' / I ado Produ �'✓"'" BY III II11I \\\'.( LYNN M � 11. 4N * ; No. 58705 •� S •_�: %�T••� T LORIO? FL P.E.# 58705 TABLE E Mull Dimension (sheet #) PGT Part # Mullion Std. Clip U-Clip Angle Clip 2" X4" X .25" (13) 66602 686261M 666271M 6665112M 2" X 6" X .25" (14) 66804 666262M 666272M 6665113M NOTES: 1) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250" 250" 4.000" 2 "X4 "X.25" MULLION 6063 -T6 ALUM. X- SECTION 2 "X6"X.25" MULLION 6063-TO ALUM. X- SECTION .375" MIN. 2.000" 3.500" p 1.490 " --I 5.500" STANDARD CLIP 6063 -T6 ALUM. X- SECTION .125" CUT HERE TO 1 CREATE F CLIP, _ SEE DETAIL F, .375" r SHEET4 F MIN. 2.688" 3.438" .375" MIN. 3.500" 2.620" STANDARD CLIP 6063-T6 ALUM. TOPVIEW 5.500" �_ 1.715" MIN. O.C. 1 CUT HERE TO 1 CREATE F CLIP, r- SEE DETAIL F, SHEET 4 0.312" .375" MIN. 4.688" L - 2.620" STANDARD CLIP 6063 -T6 ALUM. TOP VIEW 5.438" U -CLIP 6063 -T8 ALUM. X- SECTION U-CLIP 8063 -T6 ALUM. USED FOR 2"X4" MULLION. SHEET 13 TOPVIEW 0.2 25"-2 O 1.344" O.C. i 0110 I 2 1- 5.438" 010 00 LI .375" .637" MIN. O.C. U -CLIP 6063 -T6 ALUM. USED FOR 2"X6" MULLION, SHEET 14 TOPVIEW 2.000" 2 3.438" r F--- .125" 2X5 ANGLE CUP 6063 -T6 ALUM. X- SECTION .125° 5.000" 3.000" MIN. 0.C. L.375" 0.312" 0- O 0 O� 2X5 ANGLE CLIP 6063 -T8 ALUM. TOPVIEW MIN. .375" f MIN. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW g. .N 0 Co m PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex 'ration Pate -o� ��•�• A. LYNN ili IL1 -IER, P.E. FL P.E.# 58705 • it EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD 72° MULLION LENGTH_4 SEE FENESTRATION PRODUCTS APPROVAL\ L} - --H. SEE DETAILS, SHEETS 2 -3 SEE . DETAILS, SHEETS /- 23 NO ANCHORS iliNINDOW SILL 32' Ir 32" --I I —MULL WIDTH OPENING WIDTH i THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0 /-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32 " +32 +1" =65 ". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0 /-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72 °, OPENING WIDTH = 70 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/ -58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1° X 2.75" X .650" MULUON (LENGTH = 72 ", OPENING WIDTH = 70 ") HAS A DESIGN PRESSURE OF +/ -72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONS 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. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/ -80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X \ 638 LBS 72.7 PSF = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) EXAMPLE 2: MULTIPLE MULLIONS 32" r VERTICAL! MULLION L - LENGTH OPENING HEIGHT FOR HORIZ. MULLION 72' MULL WIDTH -1 I--- SEE FENESTRATION PRODUCTS APPROVAL r- SEE DETAILS, SHEETS 2-3 t -- �- SEE DETAILS, SHEETS 2-3 L.. -J —�� SEE DETAIL E, SHEET 3 - r I I L - 38 ", Hata. - 138 ", HORI2. MULL LENGTH MULL LENGTH J SEE DETAILS, SHEETS 2-3 —r OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0 /-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36 " +36 " +1" =73 °. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01 -55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75° X .375" MULUON (LENGTH = 108", OPENING WIDTH = 80 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/ -15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (LENGTH =108 °, OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1 -64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULUON WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36 " +36 " +2 " =74 ", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-1/2"+35-1/2"+2"=73"). 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP 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 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36° AND THE OPENING HEIGHT IS 32 " +72 " +2" =106 ". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION ((fp LENGTH = 42 ", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +1 -170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 98 FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/ -64.7 PSF FROM THE VERTICAL MULLION; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +1- -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/ -64.7 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. CI a X IX CV nl Y N m PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ise: 'ration pate \`'\‘`0ai LINN 4,p, ��`.• ��GENSF' 'A 'rlr � IVo. 58705 �� ..• STATE F : ) A. LYNNIMI `LftR, F.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED 1 LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HOR ZONTAL MULLION -WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULUON LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALFFRIANGULAR LOADING: PW AL LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW it. lir 400A • d HINGED DOOR LOADING OF HORIZONTAL MULLION c SGD LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OP VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. LL 0 0 N 1041 a O c(0 A 3 i m Y co O Eve PRODUCT REVISED as complying with the Flt+rida Building Code Acceptance No iratio Efate By L Miami ade Produc W11 v ter_ • i /]� *3o 11 w� 501/4 e OP ��'L��SSIONPL A. LYNMILh_ 2E, P.E. FL P.E.# 58705 00 // Oe / Or / HINGED ,DOOR / I 1 LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HOR ZONTAL MULLION -WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULUON LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALFFRIANGULAR LOADING: PW AL LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW it. lir 400A • d HINGED DOOR LOADING OF HORIZONTAL MULLION c SGD LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OP VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. LL 0 0 N 1041 a O c(0 A 3 i m Y co O Eve PRODUCT REVISED as complying with the Flt+rida Building Code Acceptance No iratio Efate By L Miami ade Produc W11 v ter_ • i /]� *3o 11 w� 501/4 e OP ��'L��SSIONPL A. LYNMILh_ 2E, P.E. FL P.E.# 58705 MIAMI• COUNTY ' DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidadeeov/oera/ CGI Windows & Doors, Inc. 10100 N. W. 25s` Street Miami, Fl. 33172 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 "450" Outswing Aluminum Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Outswing Doors & Sidelites", sheets 1,1.1,1.2 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10/20 /97 and last revised on May 10, 2012, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 1.3, 1.4 , 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites (widestile), glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. See applicable threshold water ratings and limitation of glass type Al, in sheet 1. 4. 7/16" and 1" composite panels are limited to partial condition, not to exceed 1098 in2 (7.625 t) total area. LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", 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 # 11- 0912.12 and consists of this page 1 and evidence pages E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 11- 1025.02 Expiration Date: November 09, 2016 Approval Date: May 17, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11- 0912.12) 2. Drawing No.W98 -01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 1.3, 1.4, 2, 2.1, 22, 2.3, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 1 0/20 /97 and last revised on May 10, 2012, 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, per FBC 24113.2.1, TAS 202 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 0080 - 0304 -11 dated 11/28/2011 and HTL- 0080- 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20 /12 and 04/Q3/12, both signed and sear by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080 - 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. E -1 \c, 1.Z�ti Idlu*q L Chanda, P.E. Product Control Examiner NOA No 11- 1025.02 Expiration Date: November 09, 2016 Approval Date: May 17, 2012 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 08- 1224.04 issued to Solutia Inc. for " Saflex composite glass w/ PET interlayer", expiring on 12/11/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/11/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 11- 0912.12, expiring on 11/09/16. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). • 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. E -2 4 stt \ 1.1 Ishaq I. Charade, P.E. Product Control Examiner NOA No 11- 1025.02 Expiration Date: November 09, 2016 Approval Date: May 17, 2012 TYPICAL ELEVATIONS 38 -9/16' FRAME WIDTH STEPS TO USE CHARTS SEE SHEETS 6 & 7. 6 7/8° LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 74 -1/2' FRAME WIDTH 11 1/4" D.L. OPG. D.L. OPG. WIDTH Di. OPG. 12 -7/8' WIDTH DTH W TH 3/0 35 -3/4' 24 7/8' / / • 30 -7/8' \ \• V. Xy .,• \\ / 3 106 -7/8' \ 9/6 112 -7/8' \\ \ \\ \ \ \ \ \\, ° c - //, v /� / / / / , ACTIVE ),!�`F ACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) ss1 4 NOMINAL PANEL WIDTH DOOR /SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' / / 41 -3/4' 30 -7/8' \ \• V. Xy .,• \\ 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10/0 1 / / / / / 106 -1/2' \\ • ACTIVE / ACTIVE / INACTIVE L MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) ss1 4 NOMINAL PANEL WIDTH DOOR /SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' NOMINAL PANEL HEIGHT DOOR /SIDELITE PANEL HEIGHT A.L. OPG. HEIGHT 6/8 78 -7/8" 66-1/2» 7/0 82-7/8» 70 -1/2' 7/6 88 -7/8' 76 -1/2" 8/0 94 -7/8' 82 -1/2' 8/6 100 -7/8' 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10/0 118 -7/8' 106 -1/2' Engr: JAVAO. A MAD FLA. PE 0,70582 • .e4.114.• O,b 113 -1/16" HINGES SEE SHEET 1.1 FRAME WIDTH a s -o Ath FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" ammo. REViMED its-weimi ing with the Resift uIDzr• a• ,No - aspirators WeNo-7,4771g a We. 1 -Uti Mb�si revisions: E 10.18.05 F 07.10.09 H 10.25.11 I 04.23.12 LEGEND -0 - OUTSWING DOOR DETAIL I I - ITEM DESCRIPTION (see sheet 2 of 7) REV. PER RCCO COMMENTS UPDAIEO FOR 2007 FOC REV. PER BNC COMMENTS REV. PER PERA CONVENTS DWG. NO.: W98 -01 • cm' WINDOWS 8e boo RS 10100 northwest 25 street miami, florida .33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1 of 7 1 le A / / / / • \ •% • \ \ \ \ • • • /i ACTIVE s -o Ath FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" ammo. REViMED its-weimi ing with the Resift uIDzr• a• ,No - aspirators WeNo-7,4771g a We. 1 -Uti Mb�si revisions: E 10.18.05 F 07.10.09 H 10.25.11 I 04.23.12 LEGEND -0 - OUTSWING DOOR DETAIL I I - ITEM DESCRIPTION (see sheet 2 of 7) REV. PER RCCO COMMENTS UPDAIEO FOR 2007 FOC REV. PER BNC COMMENTS REV. PER PERA CONVENTS DWG. NO.: W98 -01 • cm' WINDOWS 8e boo RS 10100 northwest 25 street miami, florida .33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1 of 7 TYPICAL ELEVATIO \S LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDELITE PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH 4- 2 -3/4" COI 3 POINT LOCK 12 10A : COPPER CREEK W/ CGI 3 POINT 1OAA : BALDWIN W/ CCI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 10D : DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 10F : SURFACE MOUNTED LOCK k6 REGENT COMMERCIAL 3 POINT LOCK A / / ■ V / \ /. / ` / / / / / / / / / / / ACTIVE INACTIVE 12 RESIDENTIAL HARDWARE cn 10A IOAA 10B IOC & 10CC 10D & 10E 10 F DOOR HEIGHT EXT.( +) INT.( -) EXT,( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) 1NT.( -) 84" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96 -3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108 -3/4" - - 100.0 110.0 100.0 110.0 - -- - - 90.0 90.0 120 -3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK W/ CGI 3 POINT 1OAA : BALDWIN W/ CCI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 10D : DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 10F : SURFACE MOUNTED LOCK k6 REGENT COMMERCIAL 3 POINT LOCK A / / ■ V / \ /. / ` / / / / / / / / / / / ACTIVE INACTIVE 12 RESIDENTIAL HARDWARE cn COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING // /� / 3 35 1/2' ABOVE 90 -3/4' UPTO 120' �`\ 11 �\ v\\ 108 ' / / /1/ / I i v v ACTIVE L INACTIVE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4' 3 35 1/2' ABOVE 90 -3/4' UPTO 120' 4 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION Igo COI DOORS (SEE SHEET 1) LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) fiteAUCT IREVIB Ltd with the FI+wkh hosVpi, w n, it- /02.- 2- *Ms DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, Florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.1 of 7 BULB VINYL CGI -382 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA OR .090" SENTRYGIAS INTERLAYER BY ' DUPONT' 3/16" ANN. GLASS BULB VINYL CGI -382 SILICONE CE -1200 DOW 995 DOW 899 3/I6" HEAT STREN'D GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" HEAT STREN'D GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8' OR 1/4" TEMP. GLASS AIR SPACE 3/16' ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090' SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS s GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS SILICONE GE -1200 DOW 995 DOW 899 SILICONE GE -1200 DOW 995 DOW 899 AIR SPACE CONSISTING OF; SPACER; ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. BULB VINYL CGI -382 3/16" ANN. GLASS .090' PVB INTERLAYER SAFLEX II10 BY 'SOLUTIA 3/16" HEAT STREN'D GLASS SILICONE GE -1200 DOW 995 DOW 899 GLASS TYPE '3' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX MG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS GLASS TYPE 'I31' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SILICONE GE -1200 DOW 995 DOW 899 BULB VINYL CGI -382 .090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUMINUM SHEET 2 N g SILICONE CE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSTE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4' PLYWOOD • .090 ALUMINUM SHEET SILICONE GE -1200 DOW 995 DOW 899 1" OVERALL COMPOSITE PANEL GLAZING STOP OPTIONS CGI -375, Engr: JAV AHMAD CML • FLA, PE 7059'12 ' C.A.N.�t938 .050 .652 Od .754 CGI -504 .672 U .742 o- x.080 CGI -519 .744 CGI -515 DOORS AND SIDELITES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS EMQ1}UCT M Vi8Mi1 iw eettotylag with to Fteitiss Ihddileg Cede Aeamitsaer itts 2. *62- Date c-i1L Wad Diefe'r (‘k-ellik(ittvith, DWG. NO.: W98 -01 • EI WINDOWS ae DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.2 of 7 74 1/2° (TESTED SIZE) 4 1/4" 3' 24" MAX. FRAME WIDTH 6° 3° 24" MAX. 4 1/4" 4 1/4" 00 9 I � i / ALL d / 24 3/4" / / / ° ; \ e D.L.O. / / 12 81 // 1O44A •' y . Nir —• o ' d ..\\\ \\.. \ INACTIVE j ACTIVE S -0 35 -1/2" MAX. CO M M PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) — 132.0 PSF GLASS TYPE 'A' LOCK OPTION [1OAAJCGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 38 9/16° FRAME WIDTH 24" H -0 MAX. d n a) n a) J -0 ACTIVE S -0 is x_ VUL DUCT REVISED is mapplyhig with the Amid& %dais Code Awes Ns t DWG. NO.: W98 -01 VG11 WIN0OWS $c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidefites dote : 10 -20 -97 I sheet 1.3 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3" 3" 24" FRAME WIDTH 6" 3" 24" MAX. 4 1/4" 4 1/4" a u) r 35 -1/2" MAX. PANEL WIDTH 6" 6" 24" DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) r, H 74 -1/2" 70.0 70.0 84 -1/2" 74 -1/2" CONCEALED VERTICAL ROD \ \ \ / / / I0D OR 10E \ \ I / PANEL HEIGHT , 12' MAX. / / / / / PANEL HEIGHT I 1 ACTIVE / ACTIVE /. a u) r 35 -1/2" MAX. PANEL WIDTH 6" 6" 24" DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) 96 -1/2" 74 -1/2" 70.0 70.0 84 -1/2" 74 -1/2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 100 AND 10E 7 1/4" 38 9/16" FRAME WIDTH 24" MAX. H -0 7 1/4" i CVR PANIC HARDWARE APPROVED PANIC HARDWARE FOR DOORS DOR —O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE • I 7 1/4" WILODUCT IiI�VI 43 at g with the PMr1* Ilakilits Cede Aseilotesee No I, tapir atiee Date IMMedd Dade DWG. NO.: W98 -01 EI WINDOWS at DOORS 10100 northwest 25 street miami, flerida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.4 of 7 CONCEALED VERTICAL ROD / / PANEL HEIGHT I 1 / /. \ /i ri I \ 10D OR 10E \ \ -- ACTIVE 7 1/4" i CVR PANIC HARDWARE APPROVED PANIC HARDWARE FOR DOORS DOR —O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE • I 7 1/4" WILODUCT IiI�VI 43 at g with the PMr1* Ilakilits Cede Aseilotesee No I, tapir atiee Date IMMedd Dade DWG. NO.: W98 -01 EI WINDOWS at DOORS 10100 northwest 25 street miami, flerida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.4 of 7 BILL OF MATERIALS ITEM 1 2A 2B 2C 3 4 5 6 7 8 9 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" -FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, @ 3" & 7" FROM ENDS & 19-3/8" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. DOR— O —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 1OA 1 OAA 108 10c1 J 1 occ [10D 10E 1OF 11 13 14 17 18 19 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4 -1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7-6 3/4" HIGH) (4 PER PANEL OVER 7-6 3/4 ") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. — EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063 —T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 —T5. Es U, W U _ - Engr: JAVAOLI'AIMAp c FLA: P ;, 70592 .C.A.N. 3538 It S. • I ettODUCT REVISED as ssotplirtsg with the Firstl L Sold10, Code Date 1., {p2:p2. raspirstfes DWG. NO.: W98 -01 • EEL WINDOWS 8e DOORS 10100 northwest 25 street rniami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2 of 7 CGI-507 DOOR FRAME HEAD /SILL CGI -511 JAMB COVER 1.250- -°l .750 4.562 r .150 .125 2.358 CGI -509 FRAME JAMB /MULLION CGI -503 NARROW SIDELITE STILE CGI -502 JAMB /LOCK /SIDELITE STILE .656 CGI— 505 ASTRAGAL .075 4.813 —1.844 C F.fc_S7 414 CGI— 500A TOP RAIL 3.122 CG —510 SIDELITE MULLION 465 .075 -' __ .� L1.063 CGI -508 FRAME COVER r-- -1.844 CGI — 501 BOTTOM RAIL .500 t \Th I CGI -540 4.000 SADDLE THRESHOLDS 3.277 CGI-514 HORIZONTAL MUNTIN g Engr:.'JAVAD AHMAD CML 4 , EA. P mutivsy2 C.A.N?'8538, ri W 639 r_ 0 C14 V ` 4 .778 CGI -37* .617 .065 .050 6.-- .080 .754 - .744 CGI -504 .672 E S `¢.080 .754 -w* .742 +- CGI -396 CGI -519 •1 • CGI -51 enzraucT Revise ) es se plyiss with the Mei& gaddreig Code A.mIiteeee 11- Gp%rntMr lOett_a�,p�/ Lst....16C.444. !!ryry DWG. NO.: W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.1 of 7 Bolt Assembly Rod Keyed Cylinder /Deadbol Assy. TOP SECTION SHOWN (BOTTOM SIMILAR) Bolt Housing #10 x 3/4" PH SMS Flushbolt Tip Linkage Assy. 1111 Connection Wheel CGI CUSTOM 3 —POINT LOCK 1/2" Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) �12 0.515 #10 x 3/4" PH SMS 8 x 1/2" PH MS Flushbolts (Inactive Panel) 1/2" �1�.� t lag 1 1 Threaded Rod Keyed Cylinder O Deadbolt Assembly Actuator Arm REGENT 3 POINT COMMERCIAL LOCK #10 x 3/4" PH SMS O 1/2" Actuator Arm I 0 1/2" Bolt Housing Bolt Tip TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS 41( -- #10 x 3/4" FH SMS SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Engr. JAVAD' AH{.A? FIA. P 70892 C.A.N. 838 , • Surface Mounted Activator rlwoucr REVISED es iteffpkV1ft whit the PIM& Ochittie Cede Mwlptaneer4. I— 02 •62 Dapiratter tie #)ltiili DWG. NO.: W98 -01 • ZI WINDOWS .& DOORS 10100 northwest 25 street miomi, florida 33172 prvdUct �ddte . Series 450 Outswing Doors & Sidelites 10 -20 -97 I sheet 2.2 of 7 #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Dar- O- -Matic 1690 Bottom Bolt Bolt Guide 112" #10 x 1/4" FH MS #8 x 3/4" FH SMS Strike Plate Top Guide w /trip release Top Bolt Jackson 20861 1/2' Bottom Bolt Bolt Guide i Engr:.',1AVAJ • A I AO •CAVIL FLA. APE #.70690' C. :1 549 .:t 1 #10 x 1/2" FH MS V1Lt 1 UCif 1teVI E4 a wpPlYla% with the P*with Weft Code „ Awitiower Ma 11 -10 dJZ #10 x 1/2" FH MS DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miomi, Florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2.3 of 7 EDGE Ir� 1X4 PT WOOD SEE NOTE BELOW FRAME HEIGHT SEALANT 1/4" DIA. ULTRACON CO 6" FROM ENDS AND AD 244 " O.C. (INTERMEDIATE/ ANCHORS) (SEE tiEET 3 KSl CONS E / riii i_mt ML-' i .125 0 w TYPICAL 3 0 O to 414 • 1.844 9 .100 2A .125 1/4" DIA. ULTRACON� SEE SHEET 7 EI'E DIST�4I OPTIONAL INSTALLATION { T INTO 2X4 PT WOOD1 2X4 PT WOOD SEE NOTE BEDEW SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) 2A 2.082 .100 9 EDGE K i. CON ETE a 4 4 } TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON 6" FROM ENDS AND 19 -3/8" O.C. FOR LOADS UPTO 70 PSF • 14 -1/2" O.C. FOR LOADS UPTO 110 PSF 12" O.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) 1 -1 1X4 PT WOOD 509 511 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 504 ACTIVE 4.852 EXTERIOR PANEL WIDTH 1/4" DIA. ULTRACON • 1/4" MAX. INTERIOR FRAME WIDTH OR 375 16 IIII DPUCT NEVI81D at ewppIyiag with lire Md Rei@IK$ Cods Aaraee 131• Siipiratisio Date rawl44-/Lar. ASTRAGAL REQD. FOR WATER RESISTANT DOORS ONLY .150 EXTERIOR 1.250 502 1 250 2X4 PT WOOD TYPICAL #12 SCREWS 3/ END 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 24" O.C. (INTERMEDIATE ANCHORS) h O a OPTIONAL INSTALLATION INTO 2X4 PT WOOD NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. NOTE: ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE 3 3 = - WITHOUT VARIATION IN CAPACITY. a s IM1 IEW 675 EXTERIOR Engr: • 'JAM, `VNMAD ' CIVIL .FLA. PE if 705 C.A.N. • 5;' .38` INACTIVEy OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • CG\ w11VDOWS 8e D040 FRS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER ADA SADDLE 502 MULLION #1 2.878 ----� -1.250 1X4 PT WOOD SEE NOTE SHEET 3 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 511 502 4.562 1,918 .125 .675 4.812 EXTERIOR @ - - 1.250 EXTERIOR SWEEP J .500 -1.844 DOOR PANEL WIDTH SEALANT DOOR FRAME WIDTH " -.125 .188 a.j'/ 4 d . .4 • DOE 1St a !1 SIDELITE PANEL WIDTH SIDELITE FRAME WIDTH 4" WIDE SADDLE THRESHOLD 540 THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE 1/4" DIA. ULTRACON © 6" FROM ENDS & 24" O.C. SI CONCRETE ha ILIA. SIDELITE FRAME WIDTH 011121INCir UMW al simpallage 1,401 Mtk north. ttC REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS • 1/4° SHIM 1/4" DIA. ULTRACON CO 6" FROM ENDS & 19-3/8" 0.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 DWG. NO.: W98 -01 • CG► WINDOWS Be DOORS 10100 northwest 25 street miomi, florid() 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-20-97 sheet 4 of 7 MULLION TYPE 1 WIDE STILE -WIDE STILE 502 4.812 SEALANT EXTERIOR SIDELITE PANEL WIDTH MULLION TYPE 2 WIDE STILE - NARROW STILE 502 .675 O 4.812 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE- NARROW STILE .675 1.918 EXTERIOR SS -0} SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH 1.062 SIDELITE PANEL WIDTH PANEL PANEL WIDTH PANEL WIDTH WIDTH (W) DOOR PANEL + AXED raoDUC'f NE es awlying whit the Pied& • ,loo No -A V . d2 pepivotloo REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 0100 En9p JAG: + AMMO.'. CML �` t FAA. PE IF +70,542 C.A\Nc, 5 1 \' 1 o1✓. MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (W) ,. EXT.(+) INT.( -) EXT.(+) INT.( -) EXT.( +) INT.( -) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 ,\` 100.0 110.0 100.0 110.0 100.0 110.0 100.0 ,; / 100.0 110.0 .0 110.0 100.0 110.0 - / 100.0 110.0 100.0 `. - - .. 110.0 / `\ .. - - i 7/0 100.0 110.0 100.0 110.0 `\ 110.0 100.0 i 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - W 100.0 110.0 100.0 110.0 PANEL PANEL WIDTH PANEL WIDTH WIDTH (W) DOOR PANEL + AXED raoDUC'f NE es awlying whit the Pied& • ,loo No -A V . d2 pepivotloo REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 0100 En9p JAG: + AMMO.'. CML �` t FAA. PE IF +70,542 C.A\Nc, 5 1 \' 1 o1✓. MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (W) HEIGHT EXT.(+) INT.( -) EXT.(+) INT.( -) EXT.( +) INT.( -) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 .0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 1/6 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 100.4 - - 98.9 98.9 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 9/0 100,0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 70.0 - - 82.9 82.9 - - - - 1/6 2/0 2/6 3/0 9/6 70.0 70.0 70.0 70.0 100.0 110.0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - - - - 1 /6 2/0 2/6 3/0 10/0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 5 of 7 ) ) (sheet 6 of 7) N......0" PANEL PERFORMANCE CHART FOR SINGLE Be DOUBLE DOORS & SINGLE WIDE ILE SIDELITES (THIS CHART EXCLUDE NARROW STILE SIDELITE) DESIGN LOAD CAPACITY -- PSF NOMINAL DIMS. GLASS 7/16" COMPOSITE TYPE 'A' PANELS PANELS G PE 'Al' GLASS TYPES 'B' & 131' NOM. PANEL WIDTH NOM. PANEL HEIGHT 1" COMPOSITE EXT. C +) INT, (-) . C +) INT. < -) EXT. CO INT. C -) 2/0 2/6 3/0 3/6 6/8 100.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90,0 90.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/6 100,0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 105.0 105.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 IN 70.0 le - - 100.0 110.0 70.0 •I 70.0 * - - 100.0 110.0 70.0 IN 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 NE 70.0 in - - 100.0 110.0 70.0 * 70.0 IN - - 100.0 110.0 70.0 w 70.0 IN - - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 NI 70.0 IN - - 70.0 70.0 70.0 NI 70.0 ■ - - 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 70.0 70.0 70.0 IN 70.0 * - - 10/0 70.0 70.0 70.0 ■ 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - LOADS 10WAS2 ARE L�MNE ANS& WHERE WATER NFITRATIONRQUIRE ARE NOT APPLICABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN • 0 Loomis. WRW OUTSWING 507 OUTSWLNG (SADDLE) RESIDENTIAL (SADDLE) 2 PANEL WIDTH PANEL WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAO5 -DEC -219 PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR /SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Engr: ,JAVAD titI 1. AO • fiWtL OA. 'P' 70592, , C.A.N. 35t , �t' I arWJIiUcT Ot.C. 1) :+ri4' 4M 1 Cook Aoeaptstaie Nell - I O Z _ • tapiratio, Pat* /4 5 !kg o�+ c In 4 0 `.. C a U 0) V E I 6 ° ° d s a 0 „C W 11 v ) drawing no. W98 -01 6° 24" MAX. PANEL WIDTH SINGLE DOOR OR SIDELITE - MULLION ANCHORS A7 SIDELITE MTG. STILE ANCHORS 6" 24 °� I I 1 A 3° MIN. TYP. ANCHOR SPACING ° MTG. STILE ANCHORS AT DOUBLE DOORS MINAL DIMS. DESIGN LOAD CAPACTY -PSF / / / \ / / / \ / / / / / / • \ - _,> / / / / / / / 1/ \\ \\ \\ ________ \ \ \\ \ \ \ S. S. %, //i / \ \ PANEL WIDTH EL HE PANEL WIDTH SINGLE DOOR OR SIDELITE - MULLION ANCHORS A7 SIDELITE MTG. STILE ANCHORS 6" 24 °� I I 1 A 3° MIN. TYP. ANCHOR SPACING ° MTG. STILE ANCHORS I (II PANEL WIDTH I� PANEL WIDTH DOUBLE DOOR 3" MIN. TYP. ANCHOR SPACING gR CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY z x / \ / / / / / / / / r. // is \ \ / • PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS MINAL DIMS. DESIGN LOAD CAPACTY -PSF 1 DESIGN LOAD CAPACTY -PSF TYPE 'B' / / / - _,> / / / / / / / 1/ \\ \\ \\ ________ \ \ \\ \ \ \ S. S. %, //i / \ \ PANEL WIDTH EL HE PANEL WIDTH PANEL HEIGHT MTG. STILE ANCHORS I (II PANEL WIDTH I� PANEL WIDTH DOUBLE DOOR 3" MIN. TYP. ANCHOR SPACING gR CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY z x / \ / / / / / / / / r. // is \ \ / • PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS MINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY -PSF TYPE 'B' TYPE 'C' NOMINAL TYPE 'B' Sc TYPE 'C' AT SS1 SILL TYPE 'C' AT 8 -0 & SSE SILL PANEL WIDTH EL HE PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 " • 100.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 84.5 110.0 110.0 110.0 110.0 68.0 90.7 110.0 110.0 110.0 70.4 93.9 110.0 110.0 110.0 58.6 78.1 110.0 101.3 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 95.8 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 110.0 110.0 77.2 103.0 110.0 110.0 110.0 80.5 107.4 110.0 110.0 110.0 84.8 86.4 110.0 110.0 110.0 67.1 89.5 110.0 110.0 110.0 55.8 74.4 110.0 96.5 110.0 57.5 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 89.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 110.0 110.0 72.1 96.2 110.0 110.0 110.0 75.2 100.3 110.0 110.0 110.0 60.5 80.7 110.0 104.6 110.0 62.7 83.6 110.0 110.0 110.0 52.1 69.5 104.3 90.1 110.0 53.7 71.6 107.4 100.9 110.0 2/0 2/6 3/0 3/6 8/0 83.7 111.6 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/0 88.2 110.0 110.0 110.0 110.0 67.7 902 110.0 110.0 110.0 70.5 94.1 110.0 110.0 110.0 58.8 75.7 110.0 98.1 110.0 58.8 78.4 110.0 110.0 110.0 48.9 85.2 97.8 84.5 107.8 50.4 872 100.8 94.6 110.0 2/0 2/6 3/0 3/6 8/6 78.8 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 110.0 110.0 110.0 63.7 84.9 110.0 110.0 110.0 65.4 88.6 110.0 110.0 110.0 53.5 71.3 106.9 92.4 110.0 55.4 73.8 110.0 103.9 110.0 46.0 61.4 92.1 79.8 101.5 47.4 63.3 94.9 89.1 110.0 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 82.8 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.8 98.2 110.0 2/0 2/6 3/0 9/6 70.6 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 98.6 110.0 59.5 79.3 110.0 110.0 110.0 47.9 63.8 95.7 82.7 105.6 49.6 66.1 99.1 93.1 110.0 2/0 2/6 3/0 10 /0 67.1 89.4 110.0 110.0 110.0 2/0 2/6 3/0 10/0 70.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110.0 56.5 75.4 110.0 108.1 110.0 45.5 80.6 91.0 78.6 100.3 47.1 62.8 94.2 88.4 110.0 ANCHORS; TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy =155 K5p- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy =155 KSI) DIRECTLY INTO CONCRETE 1 -3/4" MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C--90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD Sc SILL. -AT HEAD AT HEAD OR SILL STEPS TO TJSE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 .031/0=11101111:40iVire mews OF SHEET 6. killartswit 1 - Ihrie J t ,4► O O z C, () C rn c O 0 8 a S 0 c W W 0 I- drowing no. W98 -01 (sheet 7 of 7 #12 SCREWS 2/ END #12 SCREWS 2/ LEG 2X2X1/4" ALUM ANGLE EXTERIOR EXTERIOR INTERIOR INTERIOR READ CORNER DETAIL, (SS1) ADA SILL CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. S ? RESIDENTIAL SADDLE SILL ORNER CONSTRUCTION ritODI1 'MP/WM �eep�w�1lb the F'!erld� Aeetelitinteolie, %I ^10 .OZ, ophie iftet ..NoJogf7,q /t, #12 SCREWS 3/ END #12 SCREWS 2/ LEG 2 X 2 X 1/4" ALUM ANGLE EXTERIOR EXTERIOR INTERIOR \\•ADA' •SILL • to MULLION INTERIOR I PANEL CORNER DETAIL (sO) STD. SILL CORNER DETAIL i CGI WINDOWS & DOORS FAX. (305) 593 -6592 t C 0 C U N 0 'd aZ a 0 5 a a 0 C w a. tb $ao .a; .c' �U drawing no. W98 -Q1 sheet 7.1of 7 NAM COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 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 AHD (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 AHD 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 falls 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 "238" Aluminum Fixed Window - LOLL- -- . - APPROVAL DOCUMENT: Drawing No. W99 -10, titled "Series-238 Alum. Fixed Window", sheets 1 through 12 of 12, dated 02/19/99, prepared by Al Farooq Corporation, with the latest revision "G" dated 11/23/11, signed and sealed by Javad Ahmed, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36" shall have two setting blocks 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 well 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 Mani-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. 08- 1114.06 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. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 331752474 T (786) 3152590 F (786) 315 -2599 www.mlamidude.gov /pera/, (,ll_1wIE• ?1.) i- 4'hui'i APPROVED' S6tsPA NOA No.12- 0214.06 Expiration Date: October 26, 2013 Approval Date: May 03, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted wader previous NOA's No.'s 96- 041203, 98- 0709.05, 99- 0329.01, 01 -0918.01, 06- 0928.03 and 08- 1114.06) 2. Drawing No. W99 --10, titled "Series -238 Alum. Fixed Window", sheets 1 through 12 of 12, dated 02/19/99, prepared by Al Farooq Corporation, with the latest revision "G ", dated 11/23/11, sighed and sealed by Javad Ahuiad, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94, along with marked -up drawings and installation diagram of an aluminum project- out window, prepared by Hurricane Engineering & Testing, Inc. Reports No.'s HETI -08 -2143, HETI-08- 2144, HETI -07 -4298 and HETI --07 -4287, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA No. 08- 1114.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TM 202-94 3) Water Resistance Test, per FBC, TM 202-94 4) Forced Entry Test, Type "D-A" fixed window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588 -04, AAMA 1302.5 -04 and CAWM 301-04 5) Large Missile Impact Test, per TM 201 -94 6) Cyclic Wind Pressure Loading, per TM 203-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HM -0080-0301 -07, HTL -0080- 0905 -06 and HTL-0080-0905 -07, dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08- 1114.06 and 06-0928.03) 3. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201 -94, 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94, along with market up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATL- 1209.01 -94, dated 02/20 /95, signed and sealed by Gerard B. Sullivan, P. E. (Submitted wider previous NOA No 96- 0717.04) E -1 JainieD.G ; n, P. E. Product Control Section Supervisor NOA No.12-0214.06 Expiration Date: October 26, 2013 Approval Date: May 03, 2012 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per SFBC, PA 201 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test, per SFBC, PA 202-94 5) Cyclic Wind Pressure Loading, per SFBC, PA 202-94 along with marked -up drawings and installation diagram of an aluminum casement Window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s ATL- 0080 -0303 -96, HTL- 0080 - 0303 -96, HTL-0080-1107-98, ATL,0080 -- 1127 -98, HTL- 0080 - 0606 -99 and HTL-008O- 0203 -99, dated 03/06/96, 09/08/96, 12/23/98 and 11/29 /99, all signed and sealed by Tnnothy S. Marshall, P.E. (Submitted under previous NOA's No.'s 96-0417.03, 98-0709.05,99-0329.01 and 01- 0918.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 02/02/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300.04/ 09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Yanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 01/23 /12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Reports No.'s HETI08 -2143, HETI-08-2144, HETI -07 -4298 and HETI -01- 4287, issued by Hurricane Engineering & Testing, Inc., dated 06/27 /08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1114.06) Jaime D. Gaston P. E. Product Control Section Supervisor NOA No. 12-0214.06 Expiration Date: October 26, 2013 Approval Date: May 03, 2012 E -2 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITPED F. STATEMENTS (corrrolu D) 3. Laboratory compliance letters for Test Reports No.'s HTL-0080-030147, HTL-O080-0905-06 and HTL -0080- 0905 -07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08- 1114.06 and 06- 0928.03) 4. Laboratory compliance letters for Test Report No. ATL- 1209.01 - -94, issued by American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by Gerard B. Sullivan,, P. E. (Submitted under previous NOA No. 96-071 Z04) 5. Laboratory compliance letters for Test Reports No.'s HTL-0080- 0303 -96, HTL-0080- 0303 -96, HTL -0080 -1107 98, HTL -0080- 1127 -98, IM, 00800606.99 and HTL- 0080-0203-99, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, 09/08/96, 12/23/98 and 11/29 /99, all signed and sealed by Timothy S. Marshall, P. E. - (Submbted under previous NOA's No.'s 96- 0417.03, 98- 0709.05, 99-0329.01 and 01-091101) G. OTHERS 1. Notice of Acceptance No. 08- 1114.06, issued to CGI Windows & Doors for their "Series 238 Aluminum Fixed Window - L.M.I.", approved on 02/18/09 and expiring on 10/26/13. E —3 Jaime D. n, P. E. Product Control Section Supervisor NOA No. 12-0214.06 Expiration Date: October 26, 2013 Approval Date: May 03, 2012 VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. a O STEP 1 3_1E2 _2 GENERAL WINDOW SECTIONS FLANGE FRAME z d x z FOR GLASS TYPES REFER TO SHEETS 3 THRU 6 a. J DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP 3 USING CHART 9 ANCHOR OPTION HD SIIRATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEETS 11 & 12 TO DETERMINE CAPACITY. STEP 5 LOWES Y AL ENREEUL RESULTING FROM STEPS 2. 3 AND 4 AT EACH END AND 18" O.C. ON SHORTEI SIDES 20" O.C. ON LONGER ,SIDES D,L. OPG, 2 1/2" VENT WIDTH WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -2" D.L. OPG. WW -7" FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. I I 11 I I 'I It -- I I It ® I o 18" MAX. TYPICAL ELEVATION (FLANGE FRAME) 6" MAX. TYP. HEAD /SILL CORNERS 11 s SURFACE APPLIED FALSE MUNTINS OPTIONAL MAX. ANCHOR SPACING TO BE AS FOLLOWS 17" O.C. ON LONGER SIDES 18" O.C. ON SHORTER SIDES NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AIiy1AD CIVIL FtA., f�E # 70592 C.A.N. • PRODUCTREVISED BulldingCod I9 0214 Avct fence Na mA <: ,e4e- .46 Vliatni Dade Product Control z 2g ten gg 040. itigq C ERIES -238 ALUMINUM FIXED WINDOW U) FAX. (305) 593 -8592 0 C 0 0. 0 9 .0 0 b 0 m h S a 8 0 N1 0 C 0 w 4 0 Ns i drawing no. W99 -10 (sheet 1 of 12 t ) WINDOW WIDTH EXTERIOR GENERAL WINDOW SEA' 'IONS EQUAL LEG FRAME I FOR GLASS TYPES, REFER TO SHEETS 3 THRU 6 J AT EACH END AND 18" O.C. ON SHORTER SIDES 20" O.C. ON LONGER: SIDES A.L. OPE. 2 1/2' VENT WIDTH 3/4' WINDOW WIDTH WINDOW WIDTH r4 VENT WIDTH WW-1 1/2" D.L. OPG. WW -6 1/2" II 18" MAX. TYPICAL ELEVATION (EQUAL LEG FRAME) 6" MAX. WP. HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS OPTIONAL MAX. ANCHOR SPACING TO BE AS FOLLOWS 17" O.C. ON LONGER SIDES 18" O.C. ON SHORTER SIDES Engr: JAVAD AHMAD ' CIVIL FLA. PE 70582 C.A.N. 35$8 PRODUCT REVISED oa complying with the Clorlde building cock) 12.'02 14 06 Acceplvnce No DA Q/3 13 Misami 1. 9, C 0 N c FAX. (305) 593 -8592 byIdesaif:410n 6 2 0 0 8 O 0 Mf U. 0 0 drawing no. W99 -10 sheet 2 of 12 2.625 2.625 2.075 r---1.7s7 1.000 .090 TYP. 2.625 - 2.625 2.215 2.465 1,222 CORNER KEY .060 THICK ST. STEEL CORNER KEY .062 THICK ALUMINUM FLANGE FRAME VENT (5/16" LAM. GLASS) 1,757 .090 TYP. 1.057 2.465 2.715 U 0 I c 3 0 v t VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) 1.757 .090 TYP. ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 CGI -373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUN. 1A C0I -397 4 EQUAL LEG FRAME 6063 -T8 INDALEX OR EQUIV. 2 COI -378 4 VENT (5/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2B C0I -381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 3 CGI --375 4 OGEE GLAZING BEAD 6063-T6 INDALEX OR EQUIV. 3A CGI -396 4 SQUARE GLAZING BEAD 6063 TO INDALEX OR EQUIV. 4 - 4 .080 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP -425 AS REQD. FRAME WEATHERSTRIPPING - ULTRAFAB /SCHLEGEL 7 Q200 X190 AS REQD. VENT WEATHERSTRIPPING -- SCHLEGEL Q -LON 8 — AS REQD. VENT SCREWS A 20" O.C. LONGER SIDES, 18" O.C. SHORTER SIDES - #10 X 1" SS SMS 9 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1 -1/4" SS SMS 1347 VENT (7/16" LAM. GLASS) c CGI -375: OGEE GLAZING STOP � o Engr: JAVAD CML FU1 PE # 70592 538 .808 i �o .617 CGI -396: SQUARE GLAZING STOP 15 0 V 0 a 0 4 W s LL I 22 0 FRAME CORNER p1 PRODUCT REVISED =complying with the Florida e� Acceptance n Code in �G j� Acgptence No + "' . E irol Date .I ' 4ear� 2G/3 By i ;�. A. Miami Da e Product mural 0 $, S drawing no. W99 -10 sheet 3 of 12) sheet 4 of 12) 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB BY ' SOLUTIA' 1/8" ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 5/16" NOMINAL GLASS TYPE '2' 3/16" ANN. GLASS .090 SAFLEX PVB BY ' SOLUTIA' INTERLAYERS f .075 VANCEVA STORMGLASS BY ' SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' 3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' SILICONE GE -1200 DOW 995 DOW 899 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 12 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '0' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 19 -1/8" 28-1/2" 37" 53 -1/8" 26 " 110.0 195.0 110.0 195.0 110.0 195.0 110.0 166.2 110.0 195.0 110.0 195.0 110.0 166.2 110.0 172.5 110.0 195.0 _ 110.0 120.0 110.0 148.2 110.0 195.0 19 -1/8" 26 -1/2" 37" 53-1/8" 38 -3/8" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 163.0 110.0 167.7 110.0 195.0 110.0 116.8 110.0 151.9 101.8 180.5 84.1 84.1 108.8 118.7 108.8 118.7 19 -1/8" 26 -1/2" 37" 53 -1/8" 50 -5/8" 110.0 185.7 110.0 187.6 110.0 195.0 110.0 131.2 110.0 148.7 110.0 195.0 95.0 95.0 110.0 120.0 110.0 120.0 67.9 67.9 85.3 85.3 85.3 85.3 19 -1/8" 26-1/2" 37" 53-1/8" 03" 110.0 177.5 110.0 179.4 110.0 195.0 102.7 102.7 110.0 120.0 110.0 120.0 70.5 70.5 102.1 111.3 102.1 111.3 57.7 57.7 81.3 81.3 81.3 81.3 19-1/8" 25 -1/2" 37" 53 -1/8" 74 -1/4" 110.0 120.0 110.0 174.6 110.0 195.0 89.8 89.8 110.0 120.0 110.0 120.0 56.9 56.9 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 3/16" HEAT STREN'D GLASS .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS _E .075 VANCEVA STORMGLASS BY ' SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' I- E 3/16" HEAT STREN'D GLASS SILICONE GE -1200 DOW 995 013W 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES 7/16" NOMINAL GLASS TYPE '6' • Engr: JAVA) AHMAD CNs FLA. PE 70592 CAN. PRODUCT REVISED as complying with the Florida i3uilding Code i • 14 Acceptance No '~ Bxpirati �atc_!7/`�`�. O, By -- . Miami Dude ' oduct Control V J z 0 li O � C g0h G goLl<1 Hal2l QM SP 0 rN r> rn Er Ow cit pN. T Lc() M 2 Zz�r, p g C 0 n 0 a N N 0 w Y2 1 z } .0 ate+ 0 0 N 8 O Q N 0 01 rn N C W 0 a a s drawing no. W99 --10 sheet 5 of 12) PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 1)8W 12 FOR INSTAUATIOM OETNL9 WINDOW DIMS. WIDTH 24° 30° 36" 42° 48" 54" 57° 60" 63" 68" 69" 72" 75' 78' 81' 84' 87" PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO NEW 7 THRU 12 FOR INSFAUATION DETAILS PERFORMANCE VALUES OP IMPACT RESISTANT InNsows REFER TO SHEETS 7 THRU 12 FOR 24STALLATION DETAILS HEIGHT GLASS TYPE '2' Exr. ( +) 1NT. ( -) GLASS TYPE '3' EXT. ( +) 1NT. ( -) 38" 110.0 180.0 110.0 181.9 110.0 144.0 110.0 168.3 110.0 120.0 110.0 181.7 110.0 120.0 110.0 120.0 104.8 104.8 110.0 120.0 88.3 88.3 110.0 120.0 81.9 81.9 108.3 118.1 78.9 76.9 105.9 118.5 72.5 72.5 103.7 113.2 65.5 88.5 90.0 90.0 64.5 64.5 90.0 90.0 60.9 60.9 90.0 90.0 57.8 57.8 90.0 90.0 55.0 55.0 80.0 90.0 60.2 50.2 90.0 90.0 48.6 48.8 90.0 90.0 47.0 47.0 90.0 90.0 24" 30' 38' 42" 48' 54" 57' 50" 83" 86" 69" 72" 75" 78' 81" 84' 87' 42" 110.0 188.0 110.0 169.7 110.0 144.0 110.0 150.9 110.0 120.0 110.0 120.0 102.9 102.9 110.0 120.0 GLASS TYPE '8' EXf ( +) 1 10.0 110.0 104.7 110.0 110.0 110.0 1NT. (-) 195.0 195.0 185.5 120.0 120.0 120.0 108.3 105.9 103.7 118.1 115.8 113.2 90.0 90.0 90.0 90.0 90.0 00.0 90.0 80.0 90.0 90.0 90.0 110.0 110.0 195.0 186.0 110.0 120.0 110.0 120.0 110.0 120.0 103.9 113.4 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 130.0 90.0 90.0 90.0 90.0 80.0 70.0 90.0 90.0 70.0 110.0 195.0 108.2 191.8 10.0 120.0 10.0 120.0 10.0 120.0 70.0 1 87.2 87.2 110.0 120.0 1 78.9 76.9 103.9 113.4 1 72.2 72.2 90.0 90.0 87.9 879 90,0 90.0 639 63.9 90.0 90.0 60.2 60.2 90.0 90.0 55.3 55.3 90.0 90.0 52.0 82.0 90.0 90.0 49.1 49.1 90.0 90.0 48.7 48.7 85.4 88.4 44.8 44.8 85.4 85.4 24" 30" 38° 42" 48° 54, 57" 60" 63" 88" 8s" 72° 75' 78' 81" 84" 87° 48° 110.0 160.0 110.0 161.7 1 110.0 120.0 110.0 141.1 t 104.8 104.8 110.0 120.0 1 87.2 87.2 110.0 120.0 1 77.3 77.3 110.0 120.0 1 89.8 89.8 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 58.3 86.3 90.0 90.0 90.0 85.0 65.0 90.0 90.0 60.8 60.8 90.0 90.0 57.0 87.0 90.0 90.0 53.6 53.8 89.6 89.6 50.6 50.6 85.5 85.5 24" 30" 36" 42' 48" 54' 87" 80" 83" 88" 89" 72' 75' 78° 81° 84° 87" 54° 110.0 142.2 110.0 155.9 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 110.0 1 103.3 103.3 110.0 120.0 195.0 110.0 1 88.3 88.3 110.0 120.0 1 76.9 76.9 103.9 113.4 120.0 10.0 120.0 103.9 1 69.8 69.8 90.0 90.0 90.0 67.4 87.4 80.0 80.0 80.0 83.7 83.7 80.0 80.0 50.0 60.2 60.2 80.0 80.0 57.1 57.1 80.0 80.0 80.0 113.4 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 7 70.0 70.0 7 70.0 70.0 7 70.0 70.0 7 70.0 70.0 7 70.0 70.0 7 70.0 70.0 7 WINDOW DIMS. ()LABS TYPE '2' GLASS TYPE '8' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE *2' GLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. ( +) 24" 30° 38° 42' 48" 54" 57' 60" 63° 66' 69" 72" 75" 78" 81" 84" 87" 60' 110.0 1NT. (--) 120.0 EXT. ( +) 110.0 110.0 WIDTH HEIGHT 195.0 91.2 91.2 110.0 120.0 110.0 120.0 75.9 78.9 105.9 115.5 105.9 67.9 87.9 90.0 90.0 90.0 90.0 65.0 85.0 90.0 90.0 90.0 60.2 60.2 80.0 80.0 57.6 57.8 75.6 75.8 75.8 80.0 75.8 72.0 72.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60" 110.0 110.0 120.0 110.0 85.7 90.0 90.0 90.0 90.0 48.6 90.0 90.0 80.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 50.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 24" 30" 36" 42" 48" 54" 57" 60" 63° 66" 59" 72' 75" 78" 81" 84" 87" 65' 110.0 119.6 120.0 120.0 81.8 81.8 120.0 120.0 68.6 68.5 90.0 90.0 90.0 60.2 80.2 90.0 90.0 90.0 87.0 87.0 90.0 90.0 90.0 90.0 80.0 80.0 24" 38" 80" 110.0 120.0 120.0 57.9 57.9 90.0 43.0 43.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 70.0 70.0 70.0 70.0 68.6 68.6 65.5 65.5 65.5 50.0 50.0 48" 70.4 70.4 90.0 80.0 90.0 90.0 56.4 56.4 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 80.0 50.0 60.0 50.0 24" 30" 36" 42" 48' 54" 57' 60' 63" 65" 69" 72" 78" 78" 81" 84" 87' 72" 110.0 111.5 110.0 120.0 50.0 50.0 120.0 77.0 77.0 120.0 120.0 60.9 80.9 90.0 90.0 90.0 90.0 30" 38' 48' 59.8 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 52.0 52.0 90.0 90.0 90.0 90.0 50.6 50.6 85.5 85.5 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 24' 419 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 50.0 50.0 62.6 62.6 50.0 50.0 144" 41.3 41.3 90.0 90.0 90.0 90.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24' 70.0 70.0 70.0 70.0 50.0 50.0 50.0 24" 30" 36" 42" 48" 84" 57" 80" 83" 88' 69" 72' 75" 78" 81" 78" 105.1 108.1 120.0 110.0 80.0 120.0 70.2 70.2 110.0 120.0 55..0 85.0 90.0 90.0 48.7 45.7 85.4 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 80.0 80.0 50.0 50.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). NOTE: LOAD AREA LIMITS FOR +110, -195 PSF +110, -120 PSF +90, -90 PSF = +70, -70 PSF = +50, -50 PSF WDW. WIDTH zZY WINDOW LENGTH = 10.0 SQ. FT. 24.0 SQ. FT. 35.0 SQ. FT. 45.0 SQ. FT. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Eng r: JAM AHMAD CIVIL F1A PE it '70592 CAN. 3538 PExpBRODiriiihati:C::rRNE:s:poly a /3 BAuccepIldititalICoce do Ivlianci Da uct Control ot wzoi SERIES --238 ALUMINUM FIXED WINDOW 0 0. 8 et 8 to 0 0. 0 0,4t ri 2 drawing no. sheet 6 of 12) 1/8" TEMP. GLASS AIR SPACE 1/8° ANN. GLASS 1 /8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' 1/8" ANN. GLASS - .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS - .075 VANCEVA STORMGLASS BY 'SOLUTIA' - .090 SENTRYGLAS BY 'DUPONT' 1/8" TEMP. GLASS SQUARE BEAD OPTIONAL ALL GLASS TYPES SILICONE GE -1200 DOW 995 DOW 899 SILICONE GE -1200 DOW 995 DOW 899 3/4" INSULATED GLASS TYPE '2A' 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT 'WINDOWS REFER TO SHEETS 7 THRU 12 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 12 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '9A' WINDOW DIMS. GIABS TYPE '2A' GLASS TYPE '8A' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 24" 30" 36" 42" 48° 54" 57" 60" 63" 88" 89" 72" 75" 78" 81" 84" 87" .36" 110.0 180.0 110.0 180.0 110.0 144.0 110.0 144.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 111.3 110.0 120.0 93.8 93.8 110.0 120.0 87.0 87.0 110.0 118.9 81.7 81.7 120.0 114.3 77.0 77.0 120.0 112.0 24" 30" 36" 42" 48° 54" 57" 60" 63" 54" 110.0 151.0 110.0 154.3 109.7 109.7 110.0 120.0 93.8 93.8 110.0 120.0 81.7 81.7 98.9 102.9 74.2 74.2 90.0 90.0 71.6 71.6 80.0 80.0 67.6 67.6 80.0 80.0 64.0 84.0 80.0 80.0 60.6 60.6 80.0 80.0 72.7 72.7 90.0 90.0 68.5 68.5 90.0 90.0 64.7 64.7 90.0 90.0 61.4 61.4 90.0 90.0 58.4 58.4 90.0 90.0 53.4 53.4 90.0 90.0 51.6 51.8 90.0 90.0 24" 30" 38" 42" 48" 54" 57" 60" 110.0 120.0 110.0 120.0 96.9 96.9 110.0 120.0 81.7 81.7 110.0 114.3 72.1 72.1 90.0 90.0 69.0 69.0 90.0 90.0 64.0 64.0 80.0 80.0 61.2 81.2 75.8 75.8 49.9 49.9 90.0 90.0 24" 30" 36" 42" 48" 54" 57" 60" 63° 66" 69" 72" 75" 78" 81" 42" 110.0 168.0 110.0 168.0 110.0 144.0 110.0 144.0 110.0 120.0 110.0 120.0 102.9 102.9 98.9 102.9 24" 30" 36" 42" 46" 66" 110.0 120.0 110.0 120.0 86.9 86.9 110.0 120.0 72.7 72.7 90.0 90.0 63.9 63.9 90.0 90.0 60.5 60.5 90.0 90.0 92.7 92.7 98.9 102.9 81.7 81.7 98.9 102.9 76.7 76.7 90.0 90.0 72.1 72.1 90.0 90.0 87.9 67.9 90.0 90.0 24" 30" 36" 42" 48" 72" 110.0 118.4 110.0 120.0 81.8 81.8 110.0 120.0 64.7 64.7 90.0 90.0 55.2 55.2 90.0 90.0 53.7 53.7 90.0 90.0 63.9 63.9 90.0 90.0 58.8 58.8 90.0 90.0 55.2 55.2 90.0 90.0 52.2 52.2 90.0 90.0 24" 30" 36" 42" 78" 110.0 114.8 110.0 120.0 74.8 74.8 110.0 118.9 58.4 58.4 90.0 90.0 49.6 49.6 90.0 90.0 49.8 49.6 90.0 90.0 47.6 47.8 90.0 90.0 24" 30" 38" 42" 48" 54" 57" 80" 63" 66° 69" 72" 48" 110.0 160.0 110.0 160.0 24" 30" 38" 84" 110.0 120.0 110.0 120.0 69.8 69.8 90.0 90.0 51.6 51.6 90.0 90.0 110.0 120.0 110.0 120.0 110.0 111.3 110.0 120.0 92.7 92.7 96.9 102.9 24" 30" 36" 96" 94.1 94.1 110.0 120.0 81.6 81.8 90.0 90.0 45.6 45.6 90.0 90.0 82.1 82.1 84.8 90.0 74.2 74.2 90.0 90.0 24" 30" 108" 74.8 74.8 90.0 90.0 59.9 59.9 90.0 90.0 70.4 70.4 90.0 90.0 24" 120" 63.2 63.2 90.0 90.0 69.0 89.0 90.0 90.0 24" 132" 49.8 49.8 90.0 90.0 64.6 64.6 90.0 90.0 24" 144" 43.8 43.8 90.0 90.0 60.5 60.5 90.0 90.0 57.0 57.0 90.0 90.0 53.7 53.7 90.0 90.0 AIR SPACE CONSISTING OF SPACER: METAL SPACER AROUND THE PERIMETER OF THE GLASS. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 12 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'SA' WIDTH HEIGHT EXT. ( +) 1 NT. (--) EXT. ( +) 1 NT. ( -) 19-1/8" 26-1/2" 37" 53-1/8" 28" 110.0 195.0 110.0 195.0 110.0 166.2 110.0 166.2 110.0 166.2 110.0 166.2 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 53 -1/8" 38 -3/8" 110.0 195.0 110.0 195.0 110.0 163.0 110.0 163.0 110.0 116.8 110.0 118.8 89.3 89.3 110.0 112.6 19 -1/8" 26 -1/2" 37" 53 -1/8" 50 -5/8" 110.0 185.7 110.0 185.7 110.0 139.4 110.0 147.2 100.9 100.9 110.0 118.8 72.1 72.1 85.3 85.3 19 -1/8" 26-1/2" 37" 53 -1/8" 83" 110.0 177.5 110.0 177.5 109.1 109.1 110.0 120.0 74.9 74.9 110.0 110.2 61.3 61.3 81.3 81.3 19 -1/8" 26 -1/2" 37" 74 -1/4" 110.0 120.0 110.0 120.0 95.4 95.4 110.0 120.0 60.4 60.4 90.0 90.0 NOTE: LOAD AREA LIMITS FOR +110, -195 PSF = 9.32 SQ. FT. +110, -120 PSF = 16.2 SQ. FT. +90, -90 PSF == 24.0 SQ. FT. WINDOW LENGTH N 3e WDW. WIDTH %i •/ NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). Engr: JAVAD' *WAD • , twit_ , ± FLA' PE # 70592 C.A.N. 3538 � PRODUCT REVISED Es complying with the Florida Building Code t t1t a . 4 2p1Acceptroo No i!. I- NO.911 to tiZe..'7' • ?laud Dade roduct Control g M O o v g d c 0 0. C V ig v z UPDATED TO 2010 FBC 0 0 0 c D W k 11 9 1 drawing no. (sheet 7 of 12) SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 & 10 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION • a a' : o �7 . • 4 1" MIN. 2 -1/2" MIN. JNSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOgD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 2 -1/2" MIN. INSTALLATION TYPE '2' >.< 2 1 /B' MIN. • WOOD BUCK TYPE '2' MAD- RIAI;. PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 4 ••q BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOU SIDES /USING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8" 2 -1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 1" MIN. ■ • • a ;Q • a d • BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8' MIN. WOOD BUCK TYPE '4' MATERIAL,: PRESSURE TREATED TYPICAL INSTA LATION DETAIL ON ALL FOUR SIDES /USING WOOD ALT. ANCHOR LOCATION WITH SHEAR CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION •n411141ft441R11A\V ATTACHMENT TO APPROVED MULLIONS Et1gr: • V AHMAU ' CIVIL FLA. PE # 7m92' C.A.N. 8 PRODUCT REVISED us implying with the Florida Building Code / W - I Acceptance No 1 g Bxp ate �i e_ - dePro . uct ontrol Miami D 66 • 8 c SERIES -238 ALUMINUM FIXED WINDOW 5 fys7�f (A m a n 0 0 S 0 Cl O C G W W 01 (9 —i drawing no. W99 -10 NST TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 1 3/8' cv4 2 1 /8' INSTALLATION TYPE '1' WOOD BUCK TYPE '1' : PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES /USING W000 + !►UA EG FRA AP IES 0 A FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 & 10 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 4 4 v 1" MIN 2 -1/2" MIN. x 2 1/8' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION d vV 4 • BUCK INSTALLATION BY OTHERS 1 3/8' 1" MIN. INSTALLATION TYPE '3' WQQD BUCK TYPE '3' MATERIAL,: PRESSURE TREATED TYPICAL INS ALLATION DETAIL ON ALL FOUR SIDES /USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION :av d ° • BUCK INSTALLATION BY OTHERS 1" MIN. 2 1/8' MIN, INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOU SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION METAL STRUCTURES xa ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS • Engr: DR.•'HUMAYOUN, FAROQQ •TRUCTURES FLk PE iS 18887 .CAN. 8 PRODUCTRl3VISED Fomplyhtg with the Florida Odin C.oclo minim= No •Q ix irati�s. _ite 3y Tian • .,3UCt L' ,.�.• o u COMP- AN! \W99 -10001 SERIES -238 ALUMINUM FIXED WINDOW 0 N I FAX. (305) 593-6592 0 °z ) 2 0 S 0 0 4 0 .5 drawing no. w99 --10 (sheet 8 of 12 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 7 & 8 FOR DETAILS ANCHORS ANCHORS WITHOUT WITH WINDOW DIMS. SHEAR CUP SHEAR CLIP EXT. ( +) EXT. ( +) WIDTH HEIGHT INT. ( -) INT. (--) 19-1/8" 195.0 195.0 26 -1/2" 26" 195.0 195.0 37° 195.0 195.0 53-1/8" 195.0 195.0 19 -1/8" 195.0 195.0 26 -1 /2" 38 -3/8" 195.0 195.0 37" 195.0 195.0 53-1/8" 195.0 169.8 19-1/8" 195.0 195.0 26-1/2" 50 -5/8" 195.0 195.0 37" 195.0 188.1 53 -1 /8" 193.1 157.1 19 -1/8" 195.0 195.0 26 -1/2" 63" 195.0 167.8 37 " 165.1 134.3 53-1/8" 140.4 114.3 19-1/8" 195.0 195.0 26-1/2" 74-1/4" 195.0 171.0 37" 164.8 134.0 53-1/8" 134.1 109.1 ANCHORS W/0 SHEAR CLIP WOW. WIDTH 8 z I WINDOW LENGTH 1 /t/2- I I 3 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. INTERPOLATION BETWEEN SIZES ALLOWED. ANCHORS WITH SHEAR CLIP TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK -CON II BY 'HILT!' (Fu =163 KSI, Fy =157 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, 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 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 12 GA. 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 f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI, MIN. Engrt'JAVAD AI4MAD . CML .'FLA., PE # 70592 C.A.N. 3538 PRODUCT REVISED as complying with the Florida Dceciattg Code II 2- 07 4 n/� �,eccptence No �JrG! • LIB¢. Cap .:.,,_,n ate _s*�'.1! drawing no. B I< �. W99 --10 4:141.9 0 C.) 0 0 z 0 w X t: z ao cI I L�I aY W U1 FAX. (305) 593 -6592 C 0 i O o. .fl a a o 0 a P 0 i3 0 0 W 4 0 0 0 /3 Pi000ct Control sheet 9 of 12 PERFORMANCE VALUES . OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS jaw. WIDTH O� WINDOW DIMS. ANCHORS WITHOUT SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIMS. ANCHORS WITHOUT SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIMS. ANCHORS WITHOUT SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIMS. ANCHORS WITHOUT SHEAR CLIP ANCHORS WITH SHEAR CLIP AL- FAROOQ CORPORATION -*r ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX (305) 262 -6978 COMP— ANL \W99 WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. (+) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. (+) INT. ( -) EXT. ( +) INT. (.-) I WINDOW LENGTH L'i g 24" 30" 36" a2" 48" 54" 57" 60" 63" 66" 69" 72° 75" 78" 81" 84° 87" 0 ✓' 36" 195.0 195.0 24" 30" 38" 42" 48" 54" 57" 60° ° 63 66" 69" 72" 75° 78° 81° 84° 87° 54" 195.0 195.0 24" 30" 36 42" 48" 54" 57" 60" 63 " 66" 69" 72" 75" 78" 81" 84" 87" 72" 195.0 192.0 24" 30" 36 42 48" 54' 57" 60" 63° 66° 96" 195.0 164.6 195.0 195.0 195.0 189.0 195.0 161.7 167.8 136.5 95.0 195.0 195.0 170.7 174.8 142.2 145.2 118.2 / /� /, .� %// o $ 195.0 192.0 195.0 159.6 158.7 129.1 129.5 105.3 195.0 195.0 188.8 153.6 147.5 120.0 118.0 96.0 195.0 t 70.7 186.5 1 67.8 151.7 136.5 139.9 137.1 113.8 111.5 109.4 106.0 89.0 86.2 1 93.6 157.5 NOTE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. INTERPOLATION BETWEEN SIZES ALLOWED. 179.8 148.3 152.6 124.1 134.9 109.7 103.0 83.8 167.8 136.5 139.9 113.8 133.2 108.4 100.4 81,8 195.0 160.0 161.4 131.3 132.0 107.4 98.1 79.8 185.1 150.6 149.8 121.9 131.3 106.9 24" 30° 36' 42" 48■ 54" 57° 60" 108" 195.0 168.0 174.8 142,2 139.9 113.8 131,1 106.7 170.5 138.7 C 165.6 134.7 131.1 106.7 121.0 98.5 146.8 119.5 SERIES -238 ALUMINUM FIXED WINDOW CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL 33172 TEL. (305) 593 -6590 FAX. (305) 593 -6592 157.3 128.0 123.4 100.4 112.4 91.4 130.2 105.9 179.8 146.3 139.9 113.8 125.9 102.4 118.0 96.0 171.6 139.6 132.5 107.8 118.0 96.0 108.8 88.5 164.2 133.6 125.9 102.4 111.1 90.4 105.0 85.4 24" 30" 36" 42" 48" 54° 57" 60" 63" 66" 89" 72" 75" 78" 81" 84" 87" 42.. 195.0 195.0 24" 30" 36" 42" 48" 54" 57" 60" 63" 66" 69" 72" 75" 78" 81" 84" 87" 60" 195.0 192.0 24" 30" 36" 42" 48" 54" 57" 60" 63" 66" 69" 72" 75" 78" 81' 78" 195.0 174.5 101.7 82.7 195.0 195.0 195.0 163.8 179.8 146.3 24° 30" 36" 42" 48" 54" 120° 195.0 170.7 195.0 192.0 179.8 146.3 157.3 128.0 172.6 140.4 195.0 188.1 166.0 135.0 142.0 115.5 148.1 120.5 195.0 188.1 157.3 128.0 131.1 106.7 130.8 106.4 195.0 159.6 152.6 124.1 123.4 100.4 118.0 96.0 179.8 146.3 151.4 123.2 120.4 98.0 108.3 88.1 166.0 135.0 151.0 122.9 118.0 96.0 24" 30" 36" 42" 48" 132" 195.0 172.8 154.1 125.4 137.3 111.7 116.0 94.4 174.3 141.8 179.8 146.3 151.0 122.9 114.4 93.1 149.1 121.3 168.6 158.7 137.1 129.1 145.2 118.2 113.2 92.1 131.2 106.7 c 1 134.9 109.7 112.4 91.4 118.0 96.0 by I description I UPDATED FOR 2004 FM NO CHANGE THIS SHEET g 0 g 149.8 121.9 125.9 102.4 111.9 91.0 24" 30" 36" 42" 144" 193.1 157.1 142.0 115.5 118.0 96.0 111.7 90.9 158.1 128.6 161.8 131.7 133.3 108.4 111.7 90.9 134.9 109.7 154.1 125.4 125.9 102.4 24" 30" 36" 42" 48" 54" 57" 60" 63" 66" 69" 72" 75" 84" 195.0 192.0 118.4 96.3 147.1 119.7 119.2 97.0 195.0 160.3 24" 30" 36" 156" 195.0 160.0 24" 30' 36" 42" 48" 54" 57" 60" 63" 66" 69" 72" 75" 78" 81" 84° 87" 48" 195.0 195.0 24" 30" 36" 42" 48" 54" 57" 60" 63" 66" 69 72" 75" 78" 81" 84" 87" 68.. 195.0 195.0 171.6 139.6 160.7 130.7 195.0 195.0 195.0 180.7 154.1 125.4 136.8 111.3 195.0 195.0 195.0 160.0 141.6 115.2 195.0 188.1 179.8 146.3 132.5 107.8 195.0 192.0 168.6 137.1 128.9 104.9 6'8 .w o°g�°la w 8 ai ° 8 n ' : 188.8 153.6 161.4 131.3 125.9 102.4 171.6 139.6 159.0 129.3 123.3 100.3 0 0 w 4 0 157.3 128.0 151.0 122.9 121.2 98.6 c 1 145.2 118.2 137.0 111.5 119.4 97.1 S I 7 at N ° 2 a .8 - n N a o o , 8 a 168.6 137.1 156.0 126.9 118.0 96.0 Engr..' JA OD AIIMAD CIVIL FLA. PE # 70592' C.A.N. 38 ' \ ' , R FliS \1.. {PRODUCT REVISED as complying with the Florida 3IIildIIIH Code 157.3 128.0 143.0 116,4 116.9 95.1 147.5 120.0 132.0 107.4 138.8 112.9 122.8 99.7 131.1 106.7 114.4 128.7 93.1 104.7 M -'� Acceptance ce N. 149.1 121.3 ato �2�,,,�o� drawing no. q W99 - 1 0 141.6 115.2 121.2 98.6 134.9 109.7 114.4 93.1 Vlialni Dade Product Control (sheet 1 0 of 12 PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WINDOW DIMS. ANCHORS AT I7° O.C. ANCHORS AT 10" O.C. WIDTH HEIGHT EXT. (+) INT. ( -) EXT. (+) INT. ( -) WIDTH HEIGHT EXT. (+) INT. ( -) EXT. (+) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. (+) INT. ( -) WIDTH HEIGHT EXT. (4-) INT. ( -) EXT. ( +) INT. ( -) 24" 30" 36" 42" 48" 54" 57" 60" 6.. 66" 69" 72" 75" 78" 81" 84" 87" 36 195.0 195.0 24" 30° 36" 42° 48" 54° 57" 60" 63° 66" 89" 72" 75" 78" 81° 84" 87" 54° 168.0 195.0 24" 30" 36" 42" 48" 54" 57" 60" 63" 66" 69" 72" 75" 78° 81" 84" 87" 72° 147.0 195.0 24" 30° 36° 42" 48" 54" 57" 60" 63° 66° 96" 126.0 195.0 123.8 173.3 104.5 174.2 195.0 195.0 144.7 195.0 108.9 152.4 90.5 150.8 195.0 195.0 130.7 195.0 147.0 195.0 98.8 138.4 80.6 134.4 122.2 183.3 91.9 128.6 73.5 122.5 156.8 195.0 117.6 176.4 87.1 122.0 68.2 113.6 130.7 195.0 116.1 174.2 85.4 119.5 66.0 110.0 120.6 180.9 104.5 156.8 84.0 117.6 64.1 106.9 112.0 168.0 95.0 142.5 83.0 116.1 62.5 104.2 104.5 182.9 87.1 152.4 82.2 115.1 61.1 101.8 122.5 171.5 100.5 140.7 81.8 114.5 24" 30° 36" 42" 48" 54" 57" 60" 108 " 128.6 195.0 115.3 161.4 93.3 130.7 81.7 114.3 106.2 166.9 108.9 152.4 87.1 122.0 75.4 114.3 91.5 143.7 103.2 165.1 81.7 130.7 70.0 112.0 81.1 127.4 98.0 156.8 76.9 123.0 78.4 104.5 73.5 115.5 112.0 149.3 87.1 116.1 73.5 110.3 67.8 106.5 106.9 160.4 82.5 123.8 69.2 103.8 65.4 102.8 102.3 153.4 78.4 117.6 24" 30" 36" 42" 48" 54" 57" 60" 63" 66" 69" 72" 75" 78" 81" 78" 133.6 195.0 63.3 99.5 24" 30" 36" 42° 48" 54" 57" 60" 83" 66" 69" 72° 75" 78" 81" 84° 87° 42" 176.4 195.0 24" 30" 38" 42" 48" 54" 57" 60" 63" 66" 69" 72° 75" 78" 81" 84" 87" 80" 147.0 195.0 112.0 179.2 24" 30" 36" 42" 48" 54" 120" 130.7 195.0 156.8 195.0 125.4 188.2 98.0 156.8 107.5 181.3 147.0 195.0 112.0 168.0 88.4 141.5 92.2 138.4 144.0 192.0 103.4 155.1 144.0 186.7 81.7 130.7 81.5 122.2 98.0 147.0 76.9 123.0 73.5 110.3 122.2 183.3 95.0 142.5 75.0 120.0 67.4 101.2 112.0 168.0 94.3 141.5 73.5 117.6 24" 30" 36" 42" 48° 132" 132.3 191.1 103.4 155.1 94.1 141.1 72.3 115.6 108.6 156.8 96.0 188.0 85.5 141.1 71.3 114.0 92.8 134.1 112.0 156.8 94.1 137.2 70.5 112.8 81.7 118.1 105.0 147.0 90.5 126.6 70,0 112.0 73.5 106.2 84.0 117.6 98.8 138.4 69.7 111.5 24" 30" 36" 42" 144" 120.3 195.0 93.3 149.3 78,4 125.4 69.6 111.3 98.5 164.1 88.4 141.5 73.5 117.6 69.6 103.4 84.0 140.0 100.8 134.4 83.0 110.7 24" 30" 36" 42" 48" 54" 57" 60" 63" 66° 69" 72° 75" 84° 147.0 195.0 73.8 122.9 96.0 144.0 78.4 117.6 122.7 184.1 24" 30" 36° 156" 122.5 195.0 91.6 137.5 74.3 111.4 106.9 160.4 100.1 160.1 24" 30" 36" 42" 48" 54" 57" 60" 63" 66" 69" 72° 75" 78" 81 " 84" 87" 48" 195.0 195.0 24" 30" 36" 42" 48" 54" 57" 60" 63" 66" 69" 72" 75° 78" 81 " 84" 87" 66" 163.3 195.0 96.0 144.0 85.2 136.3 171.1 195.0 138.4 193.7 88.2 132.3 NOTE INTERPQLATIQN BETWEEN SIZES ALLOWED. 156.8 195.0 122.5 171.5 144.0 186.7 82.5 123.8 112.0 158.8 80.3 120.4 147.0 183.8 105.0 147.0 117.6 176.4 100.5 140.7 78.4 117.6 99.0 138.6 76.8 115.2 106.9 160.4 98.0 147.0 75.5 113.2 94.1 137.2 74.4 111,6 90.5 158.3 85.3 136.3 105.0 147.0 97.2 136.1 73.5 110.3 98.0 137.2 89.1 124.7 72.8 109.3 .06592 .845 2.500 .845 82.2 115.1 91.9 128.6 86.5 138.4 76.4 122.2 81.7 130.7 71.3 114.0 92.8 123.8 80.2 106.9 88.2 132.3 .562 4_ 75.5 113.2 .4 84.0 126.0 71.3 106.9 1.436 - ALUMINUM BUCK FRAMING DETAIL REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. .125 --I .903 ALUMINUM BUCK 6063 -T6 PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS ANCHORS ANCHORS WINDOW DIMS. AT 17" O.C. AT 10" 0.C. EXT. ( +) EXT. (+) WIDTH HEIGHT INT. ( -) INT. ( -) 19 -1/8" 195.0 195.0 26 -1/2" 195.0 195.0 37° 26° 195.0 195.0 53-1/8" 162.3 195.0 19-1/8° 195.0 195.0 26 -1/2" 38 -3/8" 190.8 195.0 37" 172.7 195.0 53 -1/8" 130.0 195.0 19 -1/8" 195.0 195.0 25-1/2" 50 -5/8" 171.0 195.0 37" 142.5 178.1 53 -1/8° 120.3 165.2 19 -1/8" 165.7 195.0 26 -1/2" 128.4 195.0 37° 63" 102.9 180.0 53 -1/8" 87.5 153.1 19 -1/8" 171.1 195.0 26-1/2" 74-1/4. 130.9 195.0 37" 102.6 164.2 53-1/8" 83.6 133.7 #14 SMS AT 6" FROM ENDS 17" Q.C. MAX. AT HEAD /SILL /JAMB #14 SMS 1-1/2" MIN. WOOD EMBED AT 6" FROM ENDS AND 17" O.C. MAX. AT HEAD /SILL /JAMB .065 • INSTALLATION TYPE '5' 28Y WOOD BUCK OR WOOD STRUCTURES TYPIca. INSTALLATION DETAIL ON ALL FOUR .USING ALUMINUM BUCK SYSTEM Engc JAVAD MAD CIVIL •FLA. 'PE / .7059'2 CA.N. '5,38 1.125 OPTIONAL COVER 6063 -T6 z h • F m tNI OC O d a� • C a. Oct, d' aaM O 0 < aw e LL W N 0 65 COMP- ANL \w99 -IOCGI 0 .N L FAX. (305) 593 -6592 C 0 0. C 401 07 v 8 3 a .o 0 S 0 S 0 a 0 .11 4 PRODUCT REVISED complying with tho Florida i3uiiding Code 1,..0 . Acceptance No 4.o z, ,..fin Date • r*7r. /3 3 / Miami Fade Product Control W I- m at d 0 drawing no. w99 -10 (sheet 11 of 12 PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 1O" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10» 0.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WIDTH HEIGHT EXT. ( +) INT. ( •) EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) _ WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. CO INT. ( -) 24" 30" 36" 42° 48" 54' 57" 60" 63" 68° 69" 72" 75" 78" 81" 84" 87" 36" 169.5 195.0 24" 30° 36" 42" 48" 54" 57" 60" or 86" 69" 72" 75" 78" 81" 84" 87" 54" 129.1 193.7 24" 30" 36" 42" 48° 54" 57" 60" 63" 68" 69" 72" 75" 78" 81" 84" 87" 72° 113.0 158.2 24" 30" 36" 42" 48" 54" 57° 60" 63" 88" 96" 98.9 161.4 155.0 195.0 111.3 166.9 95.2 133.2 80.4 133.9 150.7 195.0 100.4 150.7 83.7 117.2 69.5 115.9 113.0 150.7 93.9 140.9 78.0 108.4 62.0 103.3 120.5 150.7 90.4 135.6 70.6 98.9 56.5 94.2 100.4 150.7 89.3 133.9 67.0 93.7 52.4 87.3 92.7 139.1 80.4 120.5 65.6 91.9 50.8 84.6 86.1 129.1 73.1 109.6 64.6 90.4 49.3 82.2 80.4 140.6 87.0 117.2 63.8 89.3 48.1 80.1 94.2 131.8 77.3 108.2 63.2 88.5 47.0 78.3 88.6 124.1 71.7 100.4 62.9 88.0 24" 300 36" 42° 48° 54° 57' 80" 108° 98.9 155.4 83.7 117.2 67.0 93.7 62.8 87.9 81.7 128.3 79.3 128.9 62.8 100.4 57.9 87.9 70.3 110.5 75.3 120.5 59.1 94.5 53.8 86.1 62.3 98.0 86.1 114.8 67.0 89.3 60.3 80.4 58.5 88.8 82.2 123.3 63.4 95.2 56.5 84.8 52.1 81.8 78.8 117.9 80.3 90.4 53.2 79.8 50.3 79.0 24" 30" 38" 42" 48° 54" 57" 80" or 66° 69" 72" 75" 78" 81° 84" 87" 42" 135.6 180.8 24" 30" 36" 42" 48" 54" 57" 50" 63" 66" 69" 72" 75" 78" 81" 84" 87" 60" 113.0 169.5 24° 30" 36" 42' 48" 54° 57" 60" 83" 66" 69" 72" 75" 78" 81" 78" 102.7 164.4 48.7 76.5 120.5 160.7 96.4 144.6 86.1 137.8 24" 3O" 36" 42° 48" 54" 120° 100.4 150.7 113.0 150.7 86.1 129.1 75.3 120.5 82.7 124.0 110.7 147.6 79.5 119.2 68.0 108.8 70.9 106.4 110.7 143.5 75.3 113.0 62.8 100.4 62.8 93.9 93.9 140.9 73.1 109.6 59.1 94.5 56.5 84.8 86.1 129.1 72.5 108.8 57.7 92.3 51.8 77.8 79.5 119.2 72.3 108.5 58.5 90.4 24" 30" 36" 42" 48" 132" 101.7 148.9 73.8 129.1 65.7 108.5 55.5 88.9 83.4 120.5 88.1 120.5 72.3 105.5 54.8 87.7 71.4 103.1 80.7 113.0 69.5 97.4 54.2 88.7 62.8 90.7 76.0 106.4 64.6 90.4 53.8 86.1 56.5 81.6 71.7 114.8 60.3 96.4 53.6 85.7 24" . 30" 36" .42" 1" 92.5 154.1 68.0 108.8 56.5 90.4 53.5 85.6 75.7 126.1 77.5 103.3 63.8 85.1 53.5 79.5 64.6 107.6 73.8 110.7 60.3 90.4 24" 30" 38" 42" 48" 54" 57' 60" 63" 66" 89" 72' 75" 84" 113.0 169.5 56.7 94.5 70.4 105.7 57.1 85.6 94.3 141.5 ) 24" 30" 36" 156" 94.2 150.7 24" 30" 36" 42" 48" 54" 57" 60" 63° 66" 69° 72° 75" 78" 81" 84" 87" 48" 150.7 188.3 24" 30" 36" 42" 48" 54" 57" 50" 63" 66" 69" 72" 75" 78" 81" 84" 87" 66" 125.6 175.8 82.2 123.3 78.9 123.1 131.5 164.4 106.4 148.9 73.8 110.7 65.5 104.8 120.5 150.7 94.2 131.8 67.8 101.7 110.7 143.5 86.1 120.5 63.4 95.2 113.0 141.3 80.7 113.0 61.7 92.6 90.4 135.6 77.3 108.2 60.3 90.4 82.2 123.3 76.1 106.6 59.0 88.6 75.3 113.0 72.3 105.5 58.0 87.0 69.5 121.7 65.6 104.8 57.2 85.8 80.7 113.0 74.7 104.6 56.5 84.8 75.3 105.5 68.5 95.9 56.0 84.0 70.6 98.9 63.2 88.5 ON ALL FQI 66.5 106.4 58.7 93.9 NOTE: 62.8 100.4 54.8 87.7 INTERPOLATION BETWEEN SIZES. ALLOWED. , ' 71.4 95.2 61.6 82.2 67.8 ' 101.7 58.0 87.0 64.6 96.9 54.8 82.2 PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS ANCHORS ANCHORS WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. EXT. ( +) EXT. ( +) WIDTH HEIGHT INT. ( •) INT. ( -) 19 -1 /8" 195.0 195.0 26 -1/2" 26" 185.4 195.0 37" 156.5 195.0 53 -1/8" 124.8 187.2 19 -1/8° 177.2 195.0 26-1/2° 38-3/8" 146.6 195.5 37" 132.8 177.0 53 •1/8" 100.0 149.9 19 -1/8" 165.8 195.0 26 -1/2" 50 -5 /8" 131.4 164.3 37" 109.5 136.9 53-1/8" 92.5 127.0 19 -1/B" 127.4 195.0 26-1/2" " 98.7 172.8 37' 79.1 138.4 53 -1/8" 67.2 117.7 19 -1/8' 131.5 195.0 26 -1/2" 74 -1/4" 100.7 161.1 37" 78.9 126.2 53 -1/8" 64.2 102.8 #14 SMS AT 6" FROM ENDS 17" O.C. MAX. AT HEAD /SILL /JAMB OTC I L&LL � 4. • 4 • A • 4 .4 . • 2 1/2" MIN. EDGE DIST. INSTALLATION TYPE '6' TYPICAL INSTALLATICJ DETAIL 1/4" DIA. KWIK- CON /ULTRACON " 1 -1 /4" MIN. CONC. EMBED 1 -3/4° MIN. FILLED BLOCK EMBED AT 6° FROM ENDS AND 17" O.C. MAX. (10" Q.C. ALT.) AT HEAD /SILL /JAMB ALUMINUM BUCK FRAMING DET IL REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. Engr: JAVAD AHMAD CML FLA. PE 3 70592 35 CAN. 38 ?RODUCT REVISED As complying with the Florida .inilding Code 'acceptance No i Date Y vela It e Product Contr u SERIES -238 ALUMINUM FIXED WINDOW COMP- ANL \W99 -1 OCGI 1 FAX. (305) 593 -6592 U) 0 C 0 o. 0 6", .0 0 •0 8 S 0 0 ,C W 4 4 N 0 drawing no. W99 -1 o sheet 12 of 12 DEPARTMENT' OF PERMITTING ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, FL 33172 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 "238" Ontswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluminum Casement Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98, prepared by Al- Farooq Corporation, with the latest revision `F' dated 02/21/12, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series and following statement "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has 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. 08- 1010.02 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. Gaseon, P. E. MIAMI DADS COUNTY; FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidadc.sov /uera/ NOA No. 12-0229.08 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1010.02,01-1002.03 and 96- 0417.03) 2. Drawing No. W98- 100, titled "Series 238 Aluminum Casement Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98, prepared by Al- Farooq Corporation, with the latest revision "F" dated 02/21/12, signed and sealed by Javad Ahmad, P. E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, Type "B-A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588 -04, AAMA 1304-02 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No.'s HTL -4080- 0301 -07 for specimen A and B and HTL-- 41180- -0905 -07 for specimen B and C, dated 09/21/07.and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 01+1010.02) 2. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No 's HETI --08- 2143, HETI- O8- 2144, 11ETI -08 -4287 and HETI -07 -4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 1010.02) 3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading, per SFBC, PA 203-94 along with marked -up drawings and installation diagram of alum. casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL-OOS0- -0303 -96 and HTL -OO80- 1107 -98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96- 0417.03 and 01-1002.03) Jaime D. Gascon, P E. Product Control Section Supervisor NOA No.12- 0229.08 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per ASTM E283 and SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per ASTM E547, ASTM E331 and SFBC, PA 202-94 4) Forced Entry Test, Type `B-A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588 -94, AAMA 1302.5 -76 and per SFBC, PA 202-94 5) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987-88 6) Standard Test Method for Determination of Operating Force of Windows and Doors per ASTM E 2068 -94 along with marked-up drawings and installation diagram of alum. casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F1'L -1003 and FTL -1041, dated 10/14/94, both signed and sealed by Yamil 'Curl, P.E. (Submitted under previous NOA No. 96-0417.03) C. CALCULATIONS 1. _ Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/22/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. 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. 11-0624.02 issued to El. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26 /10, expiring on 01/14117. 3. Notice of Acceptance No. 11 -0325.05 issued to Solutia Inc. for their "Saflex and Vaneeva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 4. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vaneeva Composites used for lamination of glass" dated 7/17/2008, expiring on 12/11/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 11/15/11, signed and sealed by Javad Abm 4, P. E. Jaime D. Gaswn, P. Product Control Section Supervisor NOA No. 12-0229.08 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 E -2 Clgt-Whidows & Doors NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letters for Test Reports No.'s HTL -0050- 0301 -07 for specimen A & B and HTL- 0080-090547 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated. 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-1010.02) 3. Laboratory compliances letters for Test Reports No.'s HETI-08 -2143, HETI -08 -2144, HMI-08-4287 and HETI -07 -4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 061010.02) 4. Laboratory compliance letters for Test Reports No.'s HIM-4080- 0303 --96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. B. (Submitted under previous NOA No. 96.0417.03 and 01-1002.03) 5. Laboratory compliance letters for Test Reports No.'s FrL -1003 and FTL -1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96-041Z03) G. OTHERS 1. Notice of Acceptance No. 08- 1010.02, issued to COI Windows & Doors for their Series "238 Outswing Aluminum Casement Window-L.M.I. ", approved on 12/11/08 and- expiring on 10/26/13. Jaime D. Gaston, P. E. Product Control Section Supervi oto NOA No. 12-0229.08 Expiration Date: October 26, 2013 Approval Date: May 10, 2012 E -3 (sheet 1 of 7 ) SNUBBER AT IMPACT WINDOWS ONLY VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. GENERAL WINDOW SECTIONS FLANGE FRAME STEP 1 ST_ EP2 STEP STEP 4 STEP 5 a. ..i 0 jl I I If FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE /TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. Ij r Ii CAM LOCKS 2 LOCK POINTS ALL SIZES D.L. OPG. /2" VENT WIDTH WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -2" D.L. OPG. WW -7" 6" MAX. TYP. HEAD /SILL CORNERS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS NOTES; MAX. WDW. HEIGHT T1 I I 2 63" 3 I / It Ii / I If / WH -7" —. II / ,z= --Lf -- f�'� 3L— / II /// II // N. II . = == � I I II \ II __ = �— \-_ a II u lk II II ss, 1I N MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS NOTES; MAX. WDW. HEIGHT LOCK POINTS 42" 2 63" 3 84 ' 4 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF' ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 24" MAX. TYP. AT HEAD /SILL 0 0 SURFACE APPLIED FALSE MUNTINS OPTIONAL 40 TYPICAL ELEVATION (FLANGE FRAME) FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. „,,,,7.1416-1"--"`"D t ` ! PRODUCI'REVISED CS41L • , as complying with the foridat FI11.I RRB (R: 7059 Building Cade r %_t1 Acceptance No II` V .Miami Dade Pro uct Control FEB2` 2012. 0 0 0 U SERIES -238 ALUMINUM CASEMENT WINDOW N C . i Ow u) zN 0 NM 1* o M M o Z 0 .8 Z-6a FAX. (305) 593 -6592 C 0 fo 41 'O a4 O Ia S'J 2 I) U' 0 0 gN O A .o 0 O to 0 O tei 0 O N b N 0 n w o. i A 2v13 a drawing no. W98 --100 8 3/4" SNUBBER ^AT IMPACT WINDOWS ONLY WINDOW WIDTH EXTERIOR GENERAL WINDOW SECTIONS EQUAL LEG FRAME 0 z jl FOR GLASS TYPES, REFER TO SHEETS 3 AND 4, n. 0 J 0 Ii jl I I II ( CAM LOCKS 2 LOCK POINTS ALL SIZES O.L. OPG. 2 1/2" VENT WIDTH 3/4" WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -1 O.L. 1/2" OPG. WW -6 1/2" 6" MAX. TYP. HEAD /SILL CORNERS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WOW, HEIGHT LOCK POINTS 42" 2 63" 3 84" 4 ='s. TI II\ II N. u — II I, I \ r mu 8 TYPICAL ELEVATION (EQUAL LEG FRAME) ..1A\ AHMAD FLA; PE # 7O8 2 C.A.N. • . 9388 SURFACE APPLIED FALSE MUNTINS OPTIONAL m 24" MAX. TYP. AT HEAD /SILL PRODUCT REVISED a3 ,omplying with the Florida ItnydingCode f��,, ,�I✓ a ' Acdptunce No i M VSO t � ato f'7/.( 20/3 t1 D'�' PI�Q. get ' hot FEB 2 2201Z COMP- ANL \w98- I OOCGI CASEMENT WINDOW) SERIES -238 ALUMINUM 0 La X Nr M to D3 M M ZZ�� U°5Id co C 0 4 C a a 0 A P A °z .Q N O V 0 h 0 m 1 F 102.21.12 u drawing no. W98 -100 (sheet 1.10f 7 2.625 2 5/8" 2.075 r 1.757 1 1.000 1.307 .090 TYP. 1.875 2.625 2.215 2.465 1.438 .080 TYP. 1.222 CORNER KEY CORNER KEY .060 THICK ST. STEEL .062 THICK ALUMINUM FLANGE FRAME VENT (5/16" LAM. GLASS) 2.075 1.757 .090 TYP. 1.057 1.875 Z 00 F N O a U. c O 8 .4. • E PI 0&a 8 ()flu aEA24011 2.465 2.715 VENT CORNER .080 TYP. ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. EQUAL LEG FRAME 1.757 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 CGI -373 4 FLANGE FRAME 6063 —T6 INDALEX OR EQUIV. 1A CGI -397 4 EQUAL LEG FRAME 8063 —T6 INDALEX OR EQUIV. 2 CGI -378 4 VENT (5/16" LAM. GLASS) 6063 —T6 INDALEX OR EQUIV. 28 co--381 4 VENT (INSUL. LAM. GLASS) 6063 —T6 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16" LAM. GLASS) 6063 —T6 INDALEX OR EQUIV. 3 CGI -375 4 OGEE GLAZING BEAD 6063 —T5 INDALEX OR EQUIV. 3A CGI -396 4 SQUARE GLAZING BEAD 6063 —T5 INDALEX OR EQUIV. 4 — 4 .060 THICK CORNER KEY ALUMINUM — 5 — 8 .060 THICK CORNER KEY ST. STEEL — 6 AP -425 AS READ. FRAME WEATHERSTRIPPING — SCHLEGEL APTUS 7 0200 X190 AS REQD. VENT WEATHERSTRIPPING — SCHLEGEL Q —LON 8 35 -10 -00 -101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24 -13 -00 -202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS 9A — 2/ VENT MULTI POINT LOCK 10 — 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8" $5 SMS 11 23 -20 -00 -101 1 OPERATOR HANDLE STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 13 — 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS — #10 X 1 -1/4" SS SMS .090 TYP. 1.875 z W 8 SERIES -238 ALUMINUM t .830 .617 CGI --375: OGEE GLAZING STOP C O 0 .0 N o 0 o o c ▪ 8 O 0 6 z 0 0 0 N N W la Engre' JP' 705;92 CA.N� r A1!8 r l D, AH AD, PRODUCT REVISED op complying with rile Florida Building Code 12- !2. Building Atueptence No Wain' Dade '' • duct Control Oi FRAME CORNER FEB 22201Z drawing no. W98-100 (sheet 2 of 7 ) (sheet 3 of 7 ) 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB BY ' SOLUTIA' 1/8" ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 5/16" NOMINAL GLASS TYPE '2' 3/16" ANN. GLASS r- .090 SAFLEX PVB BY ' SOLUTIA' INTERLAYERS - .075 VANCEVA STORMGLASS BY ' SOLUTIA' t._ .090 SENTRYGLAS BY 'DUPONT' 3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREN'D GLASS .090 SAFLEX PVB BY ' SOLUTIA' INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' 4 „.„ 3/16" HEAT STREN'D GLASS 7/16" NOMINAL GLASS TYPE '6' SILICONE GE -l200 DOW 995 DOW 899 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. (+) 1 NT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. (+) 1NT. ( -) EXT. (+) 1NT. (--) 20" 24" 28" 30" 32" 38" 40" 42" 36" 110.0 194.3 110.0 195.0 110.0 195.0 20" 24" 28" 30" 32" 66" 86.7 86.7 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 64.2 64.2 110.0 120.0 110.0 120.0 110.0 129.5 110.0 195.0 110.0 195.0 60.6 60.6 110.0 120.0 110.0 120.0 110.0 121.4 110.0 195.0 110.0 195.0 57.5 57.5 110.0 120.0 110.0 120.0 107.9 107.9 110.0 195.0 110.0 195.0 20" 24" 28" 30° 32" 72" 66.4 66.4 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 - - 48.9 48.9 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 195.0 46.0 46.0 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 43.6 43.6 110.0 120.0 110.0 120.0 110.0 118.9 110.0 195.0 110.0 195.0 20" 24" 28" 30" 78„ 52.0 52.0 110.0 120.0 110.0 120.0 110.0 111.0 110.0 195.0 110.0 195.0 43.8 43.8 110.0 120.0 110.0 120.0 104.1 104.1 110.0 195.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - 83.3 83.3 110.0 120.0 110.0 120.0 20" 24" 28" 84" 41.5 41.5 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 - - 34.9 34.9 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40° 42" 48" 48" 110.0 145.7 110.0 195.0 r 110.0 195.0 - -- 110.0 120.0 - - 110.0 121.4 110.0 195.0 110.0 195.0 19-1/8" 26-1/2" 37" 42" 26.. 110.0 195.0 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 195.0 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 110.0 145.4 110.0 195.0 110.0 195.0 91.1 91.1 110.0 120.0 110.0 120.0 110.0 128.1 110.0 195.0 110.0 195.0 80.9 80.9 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 72.8 72.8 110.0 120.0 110.0 120.0 110.0 137.5 110.0 195.0 110.0 195.0 69.4 69.4 110.0 120.0 - - 98.5 98.5 110.0 194.5 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 110.0 129.5 110.0 195.0 110.0 195.0 86.8 86.8 110.0 120.0 110.0 120.0 98.0 107.9 110.0 195.0 110.0 195.0 19-1/8" 26-1/2" 37" 42" 50 -5/8" 110.0 144.5 110.0 195.0 110.0 195.0 8.2 92.5 110.0 120.0 110.0 120.0 99.7 104.3 110.0 195.0 110.0 195.0 84.4 86.3 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2" 37" 63" 96.7 104.2 110.0 195.0 110.0 195.0 64.8 64.8 110.0 120.0 110.0 120.0 74.9 77.9 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 - - 60.0 60.0 110.0 120.0 110.0 120.0 ' 20" 24" 28" 30" 32" 36" 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8" 26 -1/2" 74 -1/4" 63.0 63.0 110.0 195.0 110.0 120.0 85.8 95.4 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 NOTE: LOAD /AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -1 95.0 PSF - 1 0.00 SQ. FT. 60" 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 64.8 64.8 110.0 1 20.0 110.0 120.0 SQUARE BEAD OPTIONAL ALL GLASS TYPES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Err • jkikp .pi11MAD, • ' 'CIVIL , FLA.I PF:# 7b592 .b4.N.1 3538 t' PRODUCT REVISED as complying witjl the Florida Building Code j 'f i Acceptance No iiilr Expi s . 4 L•.1!.•Il''. 1 . ; Miami Dade Pro uct Control FEB 2 2412 (5' C CASEMENT WINDOW U) C Q 5 C 0 Ca Q I v 0 N O 0 O -o A 8 8 0 B Xi B N N 0 0 0 0 W 4 ) 0 n N A drawing no. W98 -100 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS 1/8" TEMP. GLASS AIR SPACE 1/8° TEMP. GLASS .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS -E .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' 1/8° ANN. GLASS 3/4" INSULATED GLASS TYPE '24' SILICONE GE -1200 DOW 995 DOW 899 .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS -E .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' 1/8" TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' SILICONE GE -1200 DOW 995 DOW 899 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE `3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE `3A' WIDTH HEIGHT EXT. ( +) 1 NT. (--) EXT. ( +) 1NT. (--) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 20" 24" 28" 30" 32" 36" 40" 42" 36 " 110.0 194.3 110.0 195.0 20" 24" 28" 30" 32" 66" 86.7 86.7 110.0 189.0 110.0 161.9 110.0 195.0 73.4 73.4 110.0 120.0 110.0 138.8 110.0 195.0 64.2 64.2 110.0 120.0 110.0 129.5 110.0 195.0 60.6 60.6 110.0 118.2 110.0 121.4 110.0 195.0 57.5 57.5 110.0 112.2 107.9 107.9 110.0 195.0 20" 24" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 97.1 97.1 110.0 120.0 56.1 56.1 109.3 109.3 92.5 92.5 110.0 120.0 48.9 48.9 95.3 95.3 20" 24" 28" 30" 32" 36" 40" 42" 42„ 110.0 166.5 110.0 195.0 46.0 46.0 89.8 89,8 110.0 138.8 110.0 195.0 43.6 43.6 85.0 85.0 110.0 118.9 110.0 195.0 20" 24" 28" 78" 52.0 52.0 101.3 101.3 110.0 111.0 110.0 195.0 43.8 43.8 85.4 85.4 104.1 104.1 110.0 120.0 38.1 38.1 74.3 74.3 92.5 • 92.5 110.0 120.0 20" 24" 84" 41.5 41.5 80.8 80.6 83.3 83.3 110.0 120.0 34.9 34.9 68.0 68.0 79.3 79.3 110.0 120.0 19 -1/8" 26 -1/2" 37" 42" 26" 110.0 195.0 110.0 185.0 20" 24" 28" 30" 32" 36" 40" 42" 48 " 110.0 145.7 110.0 195.0 110.0 203.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 145.4 110.0 195.0 104.1 104.1 110.0 120,0 110.0 128.1 110.0 195.0 97.1 97.1 110.0 120.0 19 -1/8" 26-1/2" 37" 42" 38 -3/8" 110.0 190.6 110.0 195.0 91.1 91.1 110.0 120.0 110.0 137.5 110.0 195.0 60.9 80.9 110.0 120.0 98.5 98.5 110.0 120.0 72.8 72.8 110.0 120.0 86.8 86.8 110.0 120.0 69.4 69.4 110.0 120.0 19 -1/8" 26 -1/2" 37" 42" 50-5/8" 110.0 144.5 110.0 195.0 20" 24" 28" 30" 32" 36" 40" 42" 54" 110.0 129.5 110.0 195.0 99.7 104.3 110.0 195.0 98.0 107.9 110.0 195.0 74.7 74.7 110.0 120.0 92.5 92.5 110.0 120.0 65.8 65.8 110.0 120.0 84.4 86.3 110.0 120.0 19-1/8" 26 -1/2° 37" 63" 96.7 104.2 110.0 195.0 80.9 80.9 110.0 120.0 74.9 77.9 110.0 120.0 71.9 71.9 110.0 120.0 60.0 60.0 110.0 117.0 64.8 64.8 110.0 120.0 19 -1/8" 26 -1/2" 74-1/4" 63.0 63.0 1 10.0 120.0 61.7 61.7 110.0 120.0 46.6 46.6 90.9 90.9 20" 24" 28" 30" 32" 36" 98.8 112.6 110.0 195.0 NOTE LOAD /AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. + 1 10.0, -195.0 PSF = 10.00 SQ. FT. 85.8 85.4 110.0 120.0 " 76.7 83.3 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64.8 64.8 110.0 120.0 SQUARE BEAD OPTIONAL ALL GLASS TYPES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Qnttr• JAaJ1FIMAD • FI)i'PE # 70592 C.A.N. $ tl• t RODUCT REVISED complying with the Florida nce No J" v j Bling Code af fi Dade Product rntrol FEB % ?AM J s N LL I Fed Ell El F 8 cleveow rn 1 N) un ci Ow 0 n_ M 03MSR, 0w U, C73S U r t O c 0 n ti O 0 0 0 • 4- 0 0 O 0 0 0 v; 0 2Nd 0 N 0 0 0 0 W II • as ) drawing no. W98 -100 (sheet 4 of 7 ) INSTALLATION CONDITIONS _ L RAME P S TO AL OU;, SIDES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 -1/2" MIN. 1 3/8" M 2 1/8" INSTAL TION TYPE '1' WOOD BUCK TYPE 'i' TMA RIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOQQ FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 4 ° vV •1" MIN. 2 -1/2" MIN. INSTALLATION TYPE '2' e >.< 2 1/8" MIN. WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INST LLATION DETAIL ON ALL FOUR SIDES /USING W000 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION _ ° V •'e Q 8UCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8" WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8" 2 -1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ° BUCK INSTALLATION BY OTHERS Q w INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MAIE$IAL: PRESSURE TREATED TYPICAL IN TALLATION DETAIL ON ALL FOUR SIDES /USING WOOD ALT. ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES ATTACHMENT TQ METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS ' 1 • I'RODT.rcr 1wISED Engr: ,IAV D AH et0 as eocaplyiag with fire Florida FLAS.IP!"'' 70592 't 13aildittg Code 12 0 • • C.A.N. 538 Acceptance No l, I3xpir ; to By dill Miandio FEB `� � 2017. m Iu I-w 1D N O a LL o g ✓ n 44 cEda 8 Cb,34ee Lap,' 46 ap ALUMINUM CASEMENT WINDOW SERIES -238 0 1 v 0 I J M Ow 0� of NiN rn NM 03Mre) Z 171: rn d= 0 2 1 Z .o 0 0 v 0 0 0 8 0 8 8 0 0 0 w a ) drowing no. W98-100 (sheet 5of 7 INSTALLATION CONDITIONS EQU L LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '1' Yr 01 4 2 1/8" j WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING W OD TYPICAL ANCHORS SEE ELEV. FOR SPACING SE SHEET 6 FOR DESCRIPTION aV 1" MIN. 2 -1/2" MIN. INSTALLATION TYPE '2' >.< 2 1/8" MIN. WOOD BUCK TYPE '2' AM.TERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION c 1" MIN. BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8" MIN. WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTAC MENT TO APPROVEP MULLIONS ,, Yk.. • . • . Enq .l i ddAYAD 'AHMAD ` CIVIL • FLA' tA$7 859E 3 F', PRODUCT REVISED as complying with tho Florida Building Code Acceptance No' By ic...�_��.._ Miami D 'j a Product Control FEB 22 am z co O g 0. cg d qA 0008 !fio21 Q Wrl /3 COMP- ANL \W98- IOOCGI SERIES -238 ALUMINUM FAX. (305) 593 -6592 t in c 0 5 L- description T3 2 .o 0 N 0 0 c W 1 a 11 drawing no. W98 -100 (sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLAT ON ANCHORS ' REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.( +) /INT.( -) EXT.(+) /INT.( -) EXT.(+) /INT.( -) EXT.(+) /INT.( -) 20" 24" 28" 30" 32" 36" 40" 42" 36" 195.0 195.0 192.0 195.0 195.0 195.0 160.0 195.0 192.9 195.0 137. i 182.9 180.0 195.0 128.0 170.7 168.8 195.0 120.0 160.0 150.0 195.0 106.7 142.2 135.0 180.0 96.0 128.0 128.6 171.4 91.4 121.9 20° 24" 28" 30" 32" 36" 40" 42" 42" 195.0 195.0 164.6 195.0 192.9 195.0 137.1 182.9 165.3 195.0 117.6 156.7 154.3 195.0 109.7 146.3 144.6 192.9 102.9 137.1 128.6 171.4 91.4 121.9 115.7 154.3 82.3 109.7 110.2 146.9 78.4 104.5 20" 24" 28" 30" 32 " 36" 40" 42" ", 195.0 195.0 192.0 195.0 195.0 195.0 160.0 195.0 192.9 195.0 137.1 171.4 180.0 195.0 128.0 160.0 188.8 195.0 120.0 150.0 150.0 187.5 106.7 133.3 135.0 168.8 96.0 120.0 128.6 160.7 91.4 114.3 20" 24" 28" 30" 32" 36" 40" 42" , 54" 195.0 195.0 170.7 195.0 195.0 195.0 142.2 195.0 171.4 195.0 121.9 182.9 160.0 195.0 113.8 170.7 150.0 195.0 106.7 160.0 133.3 195.0 94.8 142.2 120.0 180.0 85.3 128.0 114.3 171.4 81..3 121.9 20° 24" 28" 30" 32" 36 " 60" 195.0 195.0 153.6 195.0 180.0 195.0 128.0 192.0 154.3 195.0 109.7 164.8 144.0 195.0 102.4 153.6 135.0 195.0 96.0 144,0 120.0 180.0 85.3 128.0 20" 24" 28" 30" 32" 66° 195.0 195.0 174.5 195.0 195.0 195.0 145.5 195.0 175.3 195.0 124.7 174.5 163.6 195.0 116.4 162.9 153.4 195.0 109.1 152.7 20" 24" 28" 30" 32" 72" 195.0 195.0 160.0 195.0 187.5 195.0 133.3 186.7 160.7 195.0 114.3 160.0 150.0 195.0 106.7 149.3 140.8 195.0 100.0 140.0 20" 24" 28" 30° 195.0 195.0 147.7 195.0 173.1 195.0 123.1 195.0 78" 148.4 195.0 105.5 168.8 138.5 195.0 98.5 157.5 20" 24" 28" 195.0 195.0 164.6 195.0 84" 195.0 195.0 137.1 195.0 165.3 195.0 117.6 176.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDO14 DIMS. ANCHORS 14/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.(+) /INT.( -) EXT.( +) /INT.( -) EXT.(+) /INT.( -) EXT.( +) /INT.( -) 10-1/8" 26-1/2" 37" 26" 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 143.7 143.7 19-1/8" 26 -1 /2" 37" 38 -3/8" 195.0 195.0 168.4 195.0 191.2 195.0 135.9 181.3 136.9 182.6 97.4 129.8 19 -1/8" 26-1/2" 37° 50 -5/8" 195.0 195.0 190.4 _ 195.0 193.2 195.0 137.4 171.7 138.4 173.0 98.4 123.0 19 -1/8" 26-1/2" 37" 63" 195.0 195.0 153.0 195.0 155.3 195.0 110.4 193.2 111.2 194.6 79.1 138.4 19 -1/8" 26-1/2" 74 -1/4" 195.0 195.0 182.2 195.0 164.7 195.0 117.1 187.4 ANCHORS 17/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK -CON II BY 'HILTI' (Fu =163 KSI, Fy=157 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KS1) 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 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 12 GA. 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 f'c MASONRY f'm 3QQ0• Pst MiN:. 1590, P ,1`'IV!'j1V Engr. 1AVAQ ,AH I � X01!, ".• #357380592'.: \'. PRODUCT REVISED as complying with the Florida Building Coda j. Acceptance No 140 1 .: %rt 20/ By c. _ : �. Miami Dada Product Contra E? ' •' ga Q d' Mh 010W4 8 gi91 OED c G1 z MINUM CASEMENT co M v1 FAX. (305) 593 -6592 N 0 c al L v) rc t3 N 0 0 0 to 0 5 X1 5 N 0 0 sc 0 0 scab 1/2' m t' a drawing no. W98 -100 (sheet 6 of 7 (sheet 7 of 7 ) PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WYINDOW DIMS. EXT. ( +) WIDTH HEIGHT INT. ( -) 20" 195.0 195.0 24" 195.0 195.0 28° 195.0 195.0 30" 195.0 194.4 32" 36' 182.3 36" 120.0 162.0 40" 195.0 120.0 42" 195.0 120.0 20" 120.0 195.0 24" 195.0 195.0 28" 120.0 178.5 30" 1 17.0 168.6 32" 42" 120.0 36" 90.9 120.0 40" 120.0 42° 119.0 20' 195.0 24" 195.0 28" 120.0 30" 120.0 32" 48" 120.0 36" 120.0 40" 120.0 42" 120.0 20" 195.0 24" 195.0 28" 120.0 30" 120.0 32" 54„ 120.0 36° 120.0 40" 120.0 42" 120.0 20" 195.0 24" 120.0 28" 120.0 30" 80" 120.0 32" 120.0 36" 120.0 20" 169.0 24" 120.0 28" 66" 120.0 30" 118.2 32" 112.2 20" 120.0 24" 109.3 28" 72" 95.3 30" 89.8 32" 85.0 20" 101.3 24' 78" 85.4 28° 74.3 20" 84" 80.8 24" 68.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS, EXT. ( +) INT. ( -) WIDTH HEIGHT 19-1/8" 195.0 26 -1/2" 26" 195.0 37" 195.0 19-1/8" 195.0 26 -1/2" 38 -3/8" 195.0 37" 120.0 19 -1/8" 195.0 28 -1/2" 50 -5/8° 195.0 37° 120.0 19-1/8" 195.0 26-1/2" 83" 120.0 37" 1 17.0 19 -1/8" 120.0 74 -1/4" 90.9 26-1/2" tit 4 ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. #'14 SMS AT 6' FROM ENDS 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD /SILL S N .4 A 2 1/2" MIN. EDGE DIST. .4 • i/4" DIA. KWIK-CON/ULTRACON 1-1/4" MIN. CONC. EMBED AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS ` 24" 0.C. MAX. AT HEAD /SILL INSTALLATION TYPE '5' ALUMINUM BUCK 6063 -T6 #14 SMS AT 6" FROM ENDS 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD /SILL 1" MIN. INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM OPTIONAL COVER 6063 -T6 #14 SMS 1-1/2" MIN. WOOD EMBED AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD /SILL En r jA -AHMAD PRODUCT REVISED �1 �:I • , Cldig4' as complying with the Florida /'� FLA. A..N "3833 92 AcceptagnceNo 1Z 10 / • c , t - Exp *ate fo.. rr- t!�Gry/" .3y� Miami Dade Product Contco i z FQ E 1 op, diVg 0 ijh Vt112, Via 2 U SERIES -238 ALUMINUM CASEMENT WINDOW r- C 0 L r 0 o. -o L 0 w N 9 .Q 0 'C7 8 M 0 8 N 0 0 W 4 drawing no. W98 -loo