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WS-12-865Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175955 Permit Number: WS -5 -12 -865 Scheduled Inspection Date: July 26, 2012 Inspector: Rodriguez, Jorge Owner: MONTERO, CARLOS Job Address: 1245 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (786)282 -4809 Parcel Number 1132050270280 Phone: (305)253 -5211 Building Department Comments WINDOWS AND DOOR 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- 173602. Glass in door must be labeled. Plans show mullions but no mullions are used. Provide letter from designer removing need for mullions. NB Ras �I July 25, 2012 For Inspections please call: (305)762 -4949 Page 13 of 26 JUAN A RODRIGITEZ- RA JOMOLCA ARCHITECI'S.P.A. ARCH.REG.# 6691 625SW 82 AVE. MIAMI, FL. 33144 PHONE 786486 -9099 FAX 305 -251 -5338 JULY 25, 2012 Miami Shores Village Building Department 10050 NE 2"d Ave. Miami Shores, FL 33138 PERMIT #: WS -5- 12-865 OWNER: Mr. CARLOS MONTERO 1245 NE 92 ST Miami Shores, FI. 33138 Dear Building Official After an inspection at the above mention I hereby certify that the window installation is done in accordance with the drawings and complies with the FBC in effect, the installation of mullions #17 and #20 are uncalled for since there are original columns between picture windows to which the wood buck is attached to and in turn the picture or window unit. If you have any questions, please contact this office Yours truly, 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 511 I -. BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: (9Lf5 Nf R a S +. !� HAY 1 5.262 1 'Y; ammoseften.eomtmome000 FBC 20 Permit NoV19,t'c (OS Master Permit No. ROOFING City: Miami Shores County. Miami Dade Zip: 33138 Folio/Parcel #: 11 3A O5 0 , a a go Is the Building Historically Designated: Yes NO Flood Zone: - OWNER: Name (Fee Simple Titleholder): P h 1 11 j ( C.-01 %S O (0 Phone #: Address: 1S NE. 9 A 5-1-_ City: h't ■ Cam- 5 tI ar es State: FL Zip: 33 138 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: YCvnn 1 ( (O (C), 5 S 41r Yt(!L o t + 9 Phone #: 305 Sac - oZ at Address: `f(3®C S Gtr S A y e. City: I" I V ditAki. State: F L Zip: 35 Qualifier Name: R..0.-.0 1 Co tj erne co Phone #: X05 ',)-((- g I..-j State Certification or Registration #: Certificate of Competency #: i 1 45s o03 a4 Contact Phone #: 305 b a(o a 1 D 1 Email Address: 1101-VA ; 1 I e. ki CU 1k f 1 1 C.0 vvk DESIGNER: Architect/Engineer: 0(1 k9 A Q.0 CS 015 U Q .Z Phone #: 00S.:}2 5 5D11 Value of Work for this Permit: $ 1 a, 21)00 . 0 Square/Linear Footage of Work: 0 22 e o Type of Work: ❑Addition iteration Description of Work: LID i nD e 7 jj C New ORepair/Replace ODemolition art &L®o 2S r 0-ce m e n J° x******* *******rr******* ** *,r ***** * ***** Fees ** *** * *, ,r** **** * *** * *** * **,rs *** ****** * **** Submittal Fee $ Permit Fee $ �U_ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 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 bas 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 abssejjce of such posted notice, the inspection will not be approved and a reins ection fee will be charged. 1 / Signature `■r/Li. Signature 0 % r or Agent The foreg g instrume{was acknowledged before me this day of ¢ Of ,2t ie7-,by 'NAT Covlsolo , who is personally known to me or who has produced C.5W't (871R TI As identification and who did tate52n oath. NOTARY PUBLIC: Sign: Print: ROB c,_ My Commission Expires: APPROVED BY Rosa I Palacios My Commission 00941804 "40,, � Expires 12/28/2013 Contractor The foregoing instrument was acknowledged before me this day of I" l , 20 Ia., by •&U( GB e'er @x0 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) Sign: Print: P&L( &c.i&S My Commission Expir * ti Notary Public State of Florida Rosa 1 Palacios My Commission 00941804 or pd° Expires 12/28/2013 Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT,THAE OF Ftflg INSPECTION PERMIT NO. TAX PC•LIO NO. Mb* tal-n 20 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives n eThat mprovernerds will be made to certain real property, and in accordance with Chapter 7 3, Florida Statutes, the following information is provided In this Notice of Comm 111111111111111111111111111111111111111111111 CFN 2012000344386 OR Bk 28111 Ps '1740; (ies) RECORDED 05/15/2012 101136:29 .. HARVEY MIK, CLERK OP .COURT .E COUNTY,. .FLORIDA: LAST •PRIF Space above reserved for recording office 1. Legal description of property and strget/a\d‘dress: LV1 I-1 +13 81 k g 4 $60,14 Lure p b 4ty Pq (93 IA45 t4€ 9a 5.t. ti i kvor.,14;31 o r es) FC .33 t5g ' , ' _ J 2. Description of improvement Ft.) t n i6 VI 9- '1"triSi-&11 levy fa.ct b3 i AdLotti,5 4- .10 0 01-5 3. Owner(s) name and address: Ptt II I 1 g C-onso 0 I wiS ME, 9 A 5+ tio,,, 5 kore_s Interest In property: 0 t),1 MI' Name and address of fee simple titleholder: 41 A , YO.A.A. i i k Co—SS 4 Wind-00 Lig06, 50-1 7S— kW, 4. Contractor's name, address and phone number: M t etktA-IL i FL 3 i F15 5. Surety: (Payment bond required by ownpr from contractor, ff =l A any) P..) Name, address and phone iner: . ,01 P Amount of bond $ A . ' 6. Lender's name and address:" Ocia4 7. Persons within the State of Flori designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 14 , , s 8. In additidn to hinnieff, Owners designates the TODowing person(s) to. recgive a copy of the Lienor's-Notics as.previded in,Section '.713.13(1)(b), Florida Statutes. Name, address and phone number: /31i4 • 9. Expiration date of this Notice'of Commencement (the expiration date Is 1 year from the date arts:brans unless a different date is sp.eaftled) . . . . WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF CO. MMENCEvIENT'ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE -BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN -ATTORNEY SEFORE.COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of • ,";,(Autho Prepared By Print Name Title/Office Officer/DIrector/Partner/Manager Prepared By infE97,41E. CO . Print Name IMICCU - 'Title/Office STATE OF FLOi DA The fcmolpig ent wasfactolowledged before me this a% day of ti A4 PI Ati COUNTY OF 1AMI-bADE ' iV1-"I'Villip rt.50I o ridividnally,jor CI as oLurveir • ,.IQ-. S , cia 54- • 0 Personally known, or All produced the following type of . • i ...W. . i l Signature of Notary Public: A' Irirm_ ' - ct,, ' PIPSFY-t7,N7^11rarrr.rsr Print Name: -` (SEAL) IFYEB----MAIRKEURSUA Under penalties of nerjUry, I declare that I have read the foregoing and that the ed in it are true, to the best of my knowledge and belief. Signe. ,ifai ',/ ,, ,. Owner(sys ed Officer/Director/Partner/Manager who signed above: By licel .,e, By 123 PAM 3 MO STATE OF FLOMDA, COUNTY OF DADE HEREBY CERTIFY That this is a true copy of tho 0 W177VES HAR By Red in this offico d A.D. 20 my hand arid Official Seal. RU CLERK, of arcwtqna Ccp Coots 04, MIAM EMI 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 Scor>,: 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 Iligb Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - APPROVAL DOCUMENT: Drawing No. 6300.111, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this producd. TERMINATION of this NOA will occur after the expiration date or if there bas 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 0 10- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY SECTION Room 208 'da 33175 -2474 (786) 315 -2599 NOA No 11- 0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 I'GT 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 08129/11, signed and sealed by Anthony Lynn Willer, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. ¥FL 6443 (samples A -1 thru E-1), dated 02/28 -11, and addendum letter dated 05 /05111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10- 6819.05) 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 CER1'11?ICATIONS 1. None. R. 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 PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTIiER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and xpiiIng on 05/26/16. s , 4 / ; u y Perez, P.E. Product I Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E -1 SUITABLE FOR ALL LOCATIONS REQUIRING 'NON- IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2-3 ( VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A- D,G,H; SHEETS 2-3 Itil� // /1 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS iii A THRU G; SHEETS 2-3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. HORIZONTAL MULL LENGTH !SEE DETAILS A- D,G,H; SHEETS 2 -3 HORIZONTAL ---- MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH OPENING HEIGHT MULL LENGTH I—OPENING WIDTH ---I SINGLE MULLION SINGLE MULLION "Th SEE CORRESPONDING DETAILS k FROM FIGURE 1 ABOVE. OPENING HEIGHT FOR HORIZ. MULL L 1 — HORIZ. MULL LENGTH --I GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE - FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 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 11180. 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. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE 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). 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. 8) REFERENCE: TEST REPORTS: FTL -6443; ELCO ULTRACON /AGGRE -GATOR NOA'S; ANSI1AF&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 PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS INSTRUCTIONS: 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. 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 STEEL STUD............_ 3 MULL TO MULL.. ...... »........ ». ». »....» 3 ANCHOR SPECS.... ..... »_. ». ».... ». ». 3 ALTERNATATE CLIPS.. ».... ». ».... »4 BAY MULL INSTALLATION---4 1 X 2 X .126 MULL SPECS ». »..... ». 6 1 X 2 X .376 MULL SPECS 6 1 X 2.75 X .376 MULL SPECS...—7 1 X 2.75 X .65 MULL SPECS 8 1 X 3.125 X .500 MULL SPECS 9 1 X 4 X .126 MULL SPECS ».... ».. »» 10 1 X 4 X .376 MULL SPECS. ».... ».. »11 1.26 X 3.188 X .286 MULL SPECS12 2 X 4 X .25 MULL SPECS 13 2X6X.26 MULL SPECS ...... 14 126 X 2.11 X .126 MULL SPECS15 30° X 3.25 BAY MULL SPECS16 46° X 3.26 BAY MULL SPECS17 MULLION & CLIP DIMENSIONS18 -20 EXAMPLES 1 & 2......_ »21 LOADING EXAMPLES....».... .. ...... »22 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL ". 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 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 REQUIREMENT (LBS /FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS 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 ANCHOR/SUBSTRATE /ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED 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. z 0 W to 0 C9 1 N 113 T t� t0 1 Z yY 0 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date *Al a• •ado Product 0011 By Main' II f�,/ . ••N0 NS1r'' • 58745 ND • Ail "0 g� A. LY1iiiI01 .P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EMBE MULLION 1!:1 EITHER THE STANDARD OFFSET MULL CLIP MAYBE 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 1B-10B • FRONT VIEW INSTALLATION NOTES: BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. SIDE VIEW 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 114° S.S. AGGREGATOR MASONRY ANCHORS. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113-10B EDGE/END DISTANCE SEE TABLES 1B-10B DETAIL B: MULLION ATTACHED TO 'IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 1B-10B • r, MIN 2.7 KSI CONCRETE OR CU� M • EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B T EMBEIDMENT. i MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. EDGE DISTANCE, SEE SEE TABLES 1B-10B SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. O 0 t 1 z a PRODUCT RFVISBD 1 as complying the Florida Building Code Acceptance No - I ' - / j irationc Oats 31,S'M'W loo By ✓.1, .!ar!s.�,, Miarn' Dade . j. \\\�0� .. LYNN M1// ,�i • * No. 5$705 • • �� &'PATE. OF '• �• ,„ w.-.-.-. '7X'1 P(ORIOp •'�CJ`� A. LYNN /MILLER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EXTERIOR MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -109 EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 19-109 .• 4,t EMBEDMENT• • 4 MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: • BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 19 -109 EDGE I DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 19-109 SIDE VIEW 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. VARIES VARIES .125" MIN. DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) 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 MULUON INTERSECTION U-CLIP EXTERIOR FRONT VIEW SEE SHEETS 18-20 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -109 FRONT VIEW c2 EXTERIOR SEE SHEETS 18-20 FOR HOLE LOCATIONS MULLION 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 EDGE DISTANCE SEE TABLES 19-108 [tt*:3 UX ] SIDE VIEW 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 1S -10B 0,1 CfqN 8 1 1 z co r PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex . nation Date ``` >>111111JJ///// \\�4 O�� 1rYidN hj/ .I.,: = * • Iyo. 58705 -- '0 ';PSS10ArJIJl$ I � • A. LYNN MtiLLER, P.E. -47 -::: 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 "X4 "X.125" MULLION STANDARD MULLION CUP MODIFIED TO FIT FIELD CONDITIONS. MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-11B MULLION TOP VIEW 2'X5"X.125" ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30° OR 45° BAY MULL TOP VIEW TYP. ANCHOR r ie,/—PER SUBSTRATE, SEE TABLES 12B OR 13B EXTERIOR 2" X 5" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR EDGE DISTANCE PER ANCHOR NN__TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B 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. /, 1 INTO WOOD, STEEL, ALUM, CMU OR MASONRY 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 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. -c 0 co i Z PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex !ration Date Miam t Product ,��>tIIIII Ir LYNN• Hl /(. . 4.. "+ r 8705 Ik,,.•: it -t3 ' e l ( �i •• TE .•� A. LYNN MILLER, P.E. FL P.E.# 68705 r 0 i o o r i TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-11B MULLION TOP VIEW 2'X5"X.125" ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30° OR 45° BAY MULL TOP VIEW TYP. ANCHOR r ie,/—PER SUBSTRATE, SEE TABLES 12B OR 13B EXTERIOR 2" X 5" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR EDGE DISTANCE PER ANCHOR NN__TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B 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. /, 1 INTO WOOD, STEEL, ALUM, CMU OR MASONRY 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 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. -c 0 co i Z PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex !ration Date Miam t Product ,��>tIIIII Ir LYNN• Hl /(. . 4.. "+ r 8705 Ik,,.•: it -t3 ' e l ( �i •• TE .•� A. LYNN MILLER, P.E. FL P.E.# 68705 TABLE 1A Mullion Capacity Table (lbs/ t2) 1 x 2 x .125 Alum. Tube Mullion Opening Width (for vertically - spanning mullions) or Opening Height (for horizontally - spanning mulfons) 50 in 601n 70 in 80 in . 90 In 100 in 1201n 1401n 1601n Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Trtang. Loading Rectangular Loading TYap/Triang. Loading Rectangular Loading Trapl+Tdang. Loading Rectangular Loading Trap/Triang. Loading A 9 Anchor Capacity Required (its) J x. Anchor Capacity Required (lbs) 3 Anchor Capacrly Required Obs)_ Mullion Capacity (l ) Anchor Capacity Required (lbs) s h i ci� 1-3/4" ci, Anchor Capacity Required (lbs) 1 -1/4" ` 1 -1/4" 1-1/4" 5 Anchor Capacity Required (lbs) 3 �. 11 Ci �3 Anchor Capacity Required Obs) I, 11 890 Ibs Mullion Capacity (l ) Anchor Capacity Required Qbs) 1 11 Anchor Capacity Required (lbs) 1 �3 Anchor Capacity Required Obs) is a i II 3261bs 421n 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.6 321 ! 69.9 408 104.4 319 82.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 48 In 74.9 312 83.8 256 82.4 312 73.4 252 ' 53.5 312 67.0 248 48.8 312 83.2 246 41.8 312 61.3 244 37.5 312 81.0 244 31.2 312 81.0 244 26.6 312 61.0 244 23.4 312 61.0 244 50.625 In 63.9 281 70.6 234 63.2 281 61.5 228 45.8 281 55.7 224 39.9 281 52.1 222 35.6 281 f 60.1 220 31.9 281 48.3 219 26.6 281 49.3 219 22.8 281 49.3 219 L20.0 261 49.3 219 54 in 52.6 247 57.5 207 43.9 247 49.8 '202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 28.3 247 38.4 193 21.9 247 36.1 193 18.8 247 38.1 193 16.4 247 38.1 183 Mull Lens 60 In 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 18.0 200 25.0 166 631n 33.1 181 35.3 155 27.8 181 30.3 152 23.7 181 28.9 149 20.7 181 24.6 146 18A 181 22.8 144 18.8 181 21.7 143 86 in 28.8 165 30.6 142 24.0 165 26.1 139 20.6 185 23.1 136 18.0 165 21.0 134 721x1 22.2 139 23.3 120 16.5 139 18.9 118 15.9 139 17.6 116 76 in 1 18.9 125. 19.7 109 16.7 125 , 16.8 107 781n 17.5 118 18.2 104 TABLE 1B 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 114" Elco Ultmcon 5/16" Rao Ultracon 3118" Etco Ultracon 114" Elco Ultracon 1/4" SS Elco Aggregator 8116" Elco Ullman 1/4" SS Elea Aggregator 010 Steel Screw (G6) 012 Steel Screw (G6) 812 Steel Screw (G5) Edge Distance (In): 1" 2 -1/2" 1" 2 -112' 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" 1 -1/4" 1.114" 1 -1/4" 1-1/4" 1 -1/4" 2" 1-318" 1 -316" (see note 4) 2 Anchors 6 4.75" Min. O.C. 1 Standard or Offset Clip (Fig. 1): 390 lbs 390 Ibs 450 Ibs 890 Ibs 1644 Iba 270 Ibs 280 lbs 364 tbs 740 lbs 488 Ibs .884 Ibs 1182 Ibs 3261bs 420 Ibs 660 lbs 4 Anchors 0j) 1.18' Mtn. O.C. / Standard (or Offset) alp (FIg. 2): 480 Ibs 700 Ibs N/A N/A N/A WA 380 lbs N/A N/A N/A N/A NIA 652 Ibs 840 Ibs 1120 Ibs 4 Anchors ® 3" MIn. O.C.1(2) 2x6 Angle alp 1(Fig. 3): 780 lbs 780 Ibs 680 lbs 1560 lbs 1896 Ibs 540 Ibs 560 Ibs NIA 780 Ibs 936 Ibs 880 Ibs 2384 Ibs 652 Ibs 840 Ibs 1120 Ibs 2 Anchors , 0.45" Min. O.C. / U -alp. into 1/8" Alum. (Fig. 4): NIA N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A NIA NIA NIA 718 Ibs 1 Anchorl F-Clip (FIg. 5): 195 lbs 195 Ibs 225 Ibs 445 !be 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 234 Ibs 332 Ibs 691 Ibs 163 Ibs 210 Ms 280 On 2 Anchors 1.15" MIn. O.CJ F-alp (Fig. 8): 240 Ms 350 lbs N/A N/A NIA N/A 190 Ibs WA N/A NM N/A N/A 326 lbs 420 lbs 560 Ibs 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: (DPm,)X ANCHOR CAP., ,,',1 =ANCHOR CAP., `MULLION CAP.f,. USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 1S 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. --I 1.000" I- F 2.000" .125" 1" X 2" X .125° MULLION t1) z 0 W m 1- F D z D 1- Q U a ��i z g z PRODUCT REVISED as complying with the Florida Building Code Acceptettce No i- Bx• iration Date \\'`a.( LYNN 1lij4 `'iii \ , L` ' -'.% 1- ,S'.. \.N - ,,✓NSE i .58745 OF � 41.-7 '/''�SSJQNAL ''� A. LYNN MIL'Lk�R, P.E. FL P.E.# 58705 TABLE 2A v Mullion Capacity Table (tbsife) 1 x 2 x .375 Alum. Tube Mullion Substrate: Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally -spann ng utllons) 50 In 60 In 70 In 80 In 90 In 100 in 120 In 140 In 160 In Rectangular Loading Trap/Irking. Loading Rectangular Loading TraplTriang Loading] Rectangular Loading Twap/Triang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. , Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tang. Loading V f J' U f I 1 it �iflhIitb.tthflhiflhJ1fl ` 1-3/4" Anchor Capacity Required {Ibs) Mullion Capacity O G a 1 -1/4" la: t d V � Anchor Capacity Required (lbs) 1 -3/8" II 2 Anchors @ 4.75" Min. O.C.1 Standard or ORaet Clip (Fig. 1): 390 lbs e 890 lbs 1844 Ibs 270 lbs It !4 i a Anchor Capacity Required (lbs) ii V II il II 420 Ibs G ii e 4 Anchors CO 1.16" Min. O.C. 1 Standard (or Onset) Clip (Fig. 2): 42 In 170.0 820 170.0 435 151.3 662 /70.01 478 129.7 882 170.0 508 113.5 882 189.5 518 1 100.9 882 188.9 517 80.8 '662 188.9 817 75.7 862 188.9 517 84.9 662 188.9 517 58.7 882 188.9 517 48 in 121.6 507 138.0 419 101.4 6 119.2 410 88.9 507 105.7 403 78.0 607 102.6 399 ; 67.6 507 99.6 397 60.8 507 89.0 396 50.7 507 99.0 398 43.4 607 90.0 396 38.0 507 99.0 396 50.625 in 103.7 468 114.8 379 88.4 456 99.0 371 74.1 456 90.5 384 84.8 456 84.8 360 57.8 456 81.3 357 51.8 458 80.0 356 43.2 458 80.0 358 37.0 458 80.0 356 32.4 458 80.0 358 54 In 85.4 400 93.3 336 71.2 400 80.9 328 81.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 62.3 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 60 in 82.3 324 88.9 278 51.9 324 57.5 270 44.5 324 51.2 284 38.9 324 48.9 280 34.8 324 43.9 267 31.1 324 42.0 255 26.0 324 40.5 253 22.2 324 40.5 253 19.5 324 40.6 253 IMull Lens 83 In 53.8 294 57.4 252 44.8 294 49.2 248 38.4 284 43.8 241 33.8 284 39.8 237 20.9 284 37.1 234 28.9 284 35.2 232 22.4 294 33.5 230 19.2 294 33.4 230 16.8 284 33.4 230 68 In 46.8 268 49.6 230 39.0 268 42.4 226 33.4 288 37.5 221 29.2 268 34.1 218 28.0 268 31.8 215 23.4 288 28.6 212 18.8 288 28.0 210 16.7 268 27.7 209 14.8 268 27.7 209 72 In 38.0 225 37.9 198 30.0 225 32.2 101 25.7 225 28.4 188 22.5 226 25.6 185 20.0 225 23.5 182 18.0 226 22.1 180 15.0 228 20.3 177 12.9 225 19.8 178 11.3 225 19.6 178 76 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 16.7 160 10.9 202 15.9 168 9.6 202 15.8 158 78 In 28.3 192 29.6 168 23.6 192 25.1 185 20.2 192 22.0 182 17.7 182 19.7 159 15.7 192 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 80 In 18.8 144 18.0 128 18.4 144 16.1 128 961n 15.2 127 15.8 113 TABLE 2B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18` Elco Uhlman 1/4" Elco Ultracoa ti118" Elco Ultracon 3/18" Elco U1lnacon 1/4" Elco Utmcon 1/4 SS Eke' Aggregator 5/18" Elco L8tracon 114° SS Etco Aggregator 010 Steel Screw (05) 412 Steel Screw (05) 1/12 Steel Screw (G5) Edge Distance 0n): 1° 2 -1/2" 1` 21/2" 3. 118° 1" 2-1/2" 1" 2 -112" 2" 3- 118" 2' 0.48" 0.54" 0.324" Embedment (tn): 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" 1.318" 1 -3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C.1 Standard or ORaet Clip (Fig. 1): 380 lbs 390 lbs 450 Ibs 890 lbs 1844 Ibs 270 lbs 280 Iba 364 Ibs 740 lbs 488 lbs 864 Iba 1182 Ibs 328 tbs 420 Ibs 560 lbs 4 Anchors CO 1.16" Min. O.C. 1 Standard (or Onset) Clip (Fig. 2): 480 Ws 700 Ibs N/A N/A N/A NIA 380 Ibs NIA N/A NIA NIA N/A 852 Ibs 840 Ibs 1120 Ibs 4 Anchors :? 3" Min. O.C.1(2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1680 Ibs 1898 'be 540 Ibs 580 !ha WA 760 lbs 938 Ibs 880 Iba 2364 Iba 852 Iba 840 Ibs 1120 Ibs 2 Anchors 6 0.45" Min. O.C. 1 U•Clip, into 1,8" Alum. (Fig. 4): N/A NIA NIA NIA . N/A NIA NIA NIA NIA N/A N/A NIA NIA NIA 716 tbs 1 Anchor 1 F-Clip (Fig. 5): 195 Ibs 1951ba 225 Ibs 445 ibe 822 Ibs 135 Ibs 140 Has 177 tbs 370 Ibs 234 Iba 332 Ibs 591 Its 183 Ibs 210 Ibs • 280 Ibs 2 Anchors 0 1.15" Min. O.C./ F-Clip (Fig. 8): 240 Iba 380 Ibs NIA N/A NIA NIA 190 Ibs NIA NIA NIA N/A NIA 3261ba 420 Ibs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • O 0 • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 6: • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPm)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* j•-- 2.000" 1" X 2" X .375" MULLION fi to X X IN X og pel o LIM - d V O co fre PRODUCT REVISED as emptying with the Florida Building Code Acceptance No Ex irati By Miami o pate d �/J‘ ,lj r ado Prbd94t' � 'ScS■'• \\GEN$6. .'Q * No. 58705 3 ��O '• STA E OF •• ��•'•.,FCORSOf''.• c?,. s A. LYNIWMILLR, P.E. FL P.E.# 58705 TABLE 3k Mullion Ca .ac Table Ibs /ft2 1 x 2.75 x .375 Alum. Tube Opening Width (for vertically-spanning mullions) or Opening Height (for horizontally- spanning mullons) 50 In 80 In 70 In 80 In 90 In 100 in 1201n 140 in 160 In Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Thong. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapITriang. Loading Rectangular Loading Dap/Wang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trapt'nlang. Loading Rectangular Loading TrapITriang. Loading Rectangular Loading Trap/Triang. Loading 1 11 h ii 1 �� Anchor capacity Required (lbs) 0.48" 0.54" i hi h Mullion Capacity a 1.314" Mullion Caparuly+ Anchor Capacrly Required Qbs) MulHian Capacity (lam) P 6 Mullion Capacity pbstit2) - 1 -1/4" hi 2113. hi (see note 4) hi ' 1111 390 Ibs �� >, Mullion Capacity Ate) hI ifg� � Anchor Capacity Required (Ibs) 1 1111 l rMullion Capacity (lbslR2) 1182 Ibs I Mull Length 42 in 170.0 820 170.0 436 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 148.7130 170.0 760 Ibs 521 127.5 1301 170.0 521 111.6 1301 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 1 170.0 830 170.0 1133 170.0 881 151.8 1139 170.0 677 138.8 1139 170.0 680 113.9 1139 170.0 680 97.8 1139 170.0 680 86.4 1139 170.0 680 50.826 In 170.0 747 170.0 583 170.0 898 170.0 831 187.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.8 1032 170.0 758 63.9 1032 170.0 758 73.4 1032 170.0 758 64 in 170.0 797 170.0 612 161.3 907 170.0 691 136.2 907 184,7 730 120.9 907 152.5 720 107.5 907 146.0 714 9B.8 907 141.1 710 80.6 907 140.0 709 89.1 907 140.0 709 60.5 907 140.0 709 60 in 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 599 1 88.2 735 106.2 590 78.4 736 99.5 583 70.5 735 95.1 578 68.8 735 91.8 574 60.4 736 91.8 574 44.1 735 91.8 574 83 in 121.9 686 130.0 570 101.8 688 111.5 557 87.0 688 98.9 547 76.2 668 90.1 538 87.7 668 83.9 631 60.9 686 79.8 528 50.8 885 76.8 521 43.5 888 75.8 521 38.1 888 75.6 521 881n 106.0 807 112.4 522 88.3 607 96.1 511 76.7 807 85.0 501 68.2 607 77.1 493 68.9 807 71.5 488 63.0 807 67.8 481 44.2 607 63.4 476 37.9 807 62.7 474 33.1 607 62.7 474 721n 81.6 510 85.8 443 88.0 510 73.0 434 •10 64.3 426 61.0 510 67.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 78 In 89.4 468 72.5 400 57.8 458 61.7 392 49.6 45B 54.1 385 43.4 458 49.8 378 38.8 456 44.8 373 34.7 458 41.6 388 28.9 458 37.7 382 24.8 468 36.0 359 21.7 458 35.7 356 78 in 64.2 436 67.0 381 53.5 435 56.8 373 45.9 435 49.8 388 40.1 435 44.7 360 35.7 435 40.9 355 32.1 436 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 36.4 285 29.9 327 31.8 250 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 98 in 34.4 287 35.4 257 28.7 287 29.9 262 24.8 287 28.0 245 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 18.9 232 108 In 24.2 227 24.7 205 202 227 20.8 201 17.3 227 18.0 19811 15,1227 �. 18.0 195 111 In 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 188 1201n 17.8 184 17.9 187 TABLE 3B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Mote Anchor Type: 3/16" Elsa Ultracon 114" Elco 5/16° Eloa Uaracon 3/18" Elan Ultracon 1/4" Elm Macon 1/4" 85 Elco AggreGator 6118" Elco Ultnacan 114" SS EIw AggreGator 810 Steel Screw (G5) 612 Steel Screw (06) 812 Steed Screw (05) Edge Dletance (In): 1" 2 -1/2" 1° 2 -112° 3-118" 1" 2-1/2° 1" 2 -1/2" 2" 3.1/8" 2" 0.48" 0.54" 0.324" Embedment (in) 1-314" 1-3/4" 1-3/4" 1.314" 2" 1-114" 1 -1/4 1 -114 1 -1/4" 1 -114" 1 -1/4" 2° 1 -3/8" 1-3/8" (see note 4) 2 Anchors ffis 4.75" Min. O.C.1 Standard or Offset alp (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 !be 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 468 Ibs 864 Iba 1182 Ibs 328 Ibs 420 Ibs 560 Ibs 4 Anchors ;! 1.15" Mln. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs Id/A NIA NIA N/A 380 Ibs N/A N/A NIA NIA NIA 852 Ibs 840 Ibs 1120 Iba 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angie Clips / (FIg. 3): 780 Ibs 780 Ibs 680 Ibs 1580 Ibs 1898 Ibs 540 Ibs 560 Ibs NIA 760 Ibs 936 Ibs 880 Ibs 2384 Ibs 652 Ibs 8401bs 1120 Iba 2 Anchors @ 0.46" Min, O.C. / U -Clip, Into 118" Alum. (Fig. 4): NIA NIA NIA NIA N/A NIA N/A WA WA N/A NIA NIA N/A N/A 718 Ibs . 1 Anchor /F -Clip (FIg. 5): 195 Ibs 195 Ibs 2251bs 445 Ibs 822 Ibs 135 Ibs 1401bs 177 Ibs 3701bs 234 Ibs 332 Ibs 591 Ibs 1631bs 210 Ibs 280 Ibs 2 Anchors () 1.15" Min. O,CJ F -Clip (FIg. 6): 240 Ibs 350 Ma NIA N/A NIA N/A 190 Ibs WA N/A N/A N/A NIA , 328 Ibs 420 Ibs , 660 Ibs 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 CUP 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,,,.„,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. --I 1.000" 2.750" .375" 1° X 2.75" X .375" MULLION (V N ti co co a z et co A° A PRODUCT REVISED as cornplyibg with the Florida Ruildiisg Code Acceptance No irationft/ate By M' 1 Dade Product ‘111111t//- 1 � � ". 1t;t=N: " FAA • No. 58705 ss'. i ofit:NO7A1:0\, `% ..a A. LY(iW G\ � MfL'LER, P.E. FL P.E.# 5871)5 TABLE 4A ' Mullion Capacity Table (Ibs /ft2) 4 x 275 x .850 Alum. Tube Mullion Opening Width (for vertically-spanning mullions) or Opening He ght (for horizontally -spann ng mufliors) 50 in 60 In 70 in 80 in 90 in 100 In 120 In 140 In 180 in Rectangular Loading TraplTdang. Loading Rectanguler Loadi►O Trap7Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trep/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Irking. Loading . 2 I Ire 2 11 1 1 1a il G 1 ii Anchor Capacity Required OW 1-3/4" Anchor Capacity Required Obs) 11 11 1 Anchor Capacity Required Obs) E Anchor Capacity Required (bs) Mullion Capacity Obsftt2) Anchor Capacity Required (Ibs) 2 Anchor Capacity Required Obs) 8 2 Anchor Capacity Required Obs) Mullion Capacity 1 Obi) l 2 a Mullion Capacity O) f $ 1 11 4 I 664 Ibe � ci I I 4 11 Anchor Capacity Required Obs) t d J B 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 982 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 155.7 1820 170.0 521 138.8 1620 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 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 680 106.3 1417 170.0 880 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 1288 170.0 758 104.5 1288 170.0 758 91.4 1286 170.0 758 54 in 170.0 797 170,0 012 170.0 958 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 858 100.5 1130 170.0 861 88.1 1130 170.0 881 75.3 1130 170.0 881 801n 170.0 885 170.0 701 148.5 915 182.3 781 125.5 915 144.5 748 109.9 915 132.3 735 97.6 915 123.9 728 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.9 915 114.4 715 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 94.1 649 47.4 830 94.1 849 86 in 132.1 757 140.0 650 110.0 757 110.8 636 94.3 757 105.9 624 82.5 757 96.1 614 73.4 757 89.1 848 86.0 757 84.2 800 55.0 757 79.0 593 47.2 757 78.2 591 41.3 757 78.2 591 72 in 101.7 638 106.8 552 84.8 638 91.0 540 72.7 836 80.1 530 83.8 636 72.2 521 58.5 838 88.5 514 50.9 830 62.3 508 42.4 838 57.2 500 36.3 838 55.3 497 31.8 636 55.2 497 76 In 88.5 571 90.4 498 72.1 571 78.8 488 8Th .71 67.4 479 54.1 571 60.8 471 48.0 571 55.5 454 43.2 571 51.8 , 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 440 78 In 80.0 642 83.4 474 66.7 542 70.8 485 57.1 542 62.1 456 50.0 , 542 55.7 449 44.4 542 51.0 442 r 40.0 542 47.5 437 33.3 542 42.9 429 28.8 542 40.5 425 25.0 542 40.1 423 90 in 52.1 407 63.7 381 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.8 407 32.1 338 28.0 407 29.6 334 21.7 407 20.1 327 18.8 407 24.1 322 16.3 407 23.0 319 98 In 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 28.1 300 21.5 368 24.0 296 17.9 358 21.0 289 15.3 358 19.2 284 108 In 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 10.9 244 16.7 283 18.0 240 15.1 283 16.5 237 111 in 27.8 267 28.3 242 23.1 287 23.8 238 19.8 287 20.6 235 17.3 287 18.3 231 15.4 267 18.5 228 120 In 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 18.2 202 " E 4B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. - Hollow CMU Filled CMU PT Wood Metal Anchor type: 3118' Elco Ultracon 114" Elco Woman 5/18" Eico 3/18" 3118" Elco U►trecon 1/4" Elco Ultracon 114" SS Elco Aggre0ator 6/18" Elco Uliracon 1/4" SS Elco AggreGator #10 Steel Screw (05) 412 Steel Screw (05) 412 Steel Screw (05) Edge Distance On): 1" 2 -1/2" 1" 21/2" 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" 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -114 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-318' 1-3/8" (see note 4) 2 Anchors @ 4.75" Min. O.G. / Standard or Offset Clip (Ftg. 1): 390 Ibs 390 Ibe 450 Ibs 890 Ibs 1644 Ibe 270 Ibs 280 Iba 354 Ibs 740 Ibs A 488 Ibs 664 Ibe 1182 Ibs 328 Ibs 420 ibs 680 Ibs 4 Anchors ,W, 1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A NIA WA NIA 380 Ibs NIA NIA NIA NIA N/A 852 Ibs 01 1120 Ibs 1120 Ibs 4 Anchors @ 3" Min. 0.0.1(2) 2x5 Angie Clips 1 (Fig. 3): 780 Ibs 780 Ibs 880Iba 1580Iba 1898 !Ds 540 Ibs 560 Ibs NIA 780 Ibs 938 ibs 880 Ibs 2384 Ibs 852 Ibs 0 2 Anchors @ 0.45" Min. 0.C. 1 U -Clip, into 1/8" Alum. (Fig. 4): N/A NIA NIA NiA NIA NIA NIA N/A NiA N/A N/A WA N/A 718 Ibs 1 Anchor / F-Clip (Fig. 5): 495 Ibs 195 Ibs 225 lbs 448 lbs 822 Ibs 135 Ibs 140 Ibe 177 Ibe 370Iba 2341bs 332 Ibs 591 Ibs 183 ibs 210 Ibs 280 Ibs 2 Anchoe ®1.15" Min. 0.CJ F -Clip (Fig. 6): 240 Ibs 350 Ws N/A N/A N/A NIA 190 Ibs NIA NIA N/A N/A N/A 328 [be 420 Ibs 560 Ibs 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 CUP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 6: • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,„„) X ( ANCHOR CAP. ,a,,,,4) =ANCHOR CAP., . MULLION CAP.,,.t,,B1e USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 1S LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. Il- 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. 2.750" t000" r• - 1" X 2.75° X .650" MULLION R 4 N '5 a• iZ m 1 N op Y 0 ere PRODUCT REVISED es complying with the Plod* Building Code Acceptance No Ex . Ratio% 4te `t,lttIII1 / //J \NN ON . ....... /Ii * : No. 58705 ��Q • VAt, •'(Cl�� '14 /61�t6NAL t A. LYNN fviIL1LltR, P.E. FL P.E.# 58705 TABLE 5A Mullion Capacity Table (Ibstft2) 1" X 3.125" x .500" Alum Tube Mull Opening Width (for vertically- spanning mullions) or Opening He ght (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 Tdang. Loading Rectangular Loading Tnap/Tdang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Trap/Tiiang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading Trep!Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TrapITdang. Loading Rectangular Loading Trap/Triang. Loading Mullion Capacity (lbsm2) Anchor Capacity Required Ps) A 0.54" Multior Capacity (t2) g 1-3/4" Anchor Capacity Required (tbs) � .. Anchor Capacity Required Os) g� 1-1/4" 1 -114" 1 -1/4° 1 -114" Anchor Capacity Required (be) MdhEOn Capacity (Ibsi t2) * i3 II Mullion Capacity] (Ibs/R2) Anchor Capacity Required Abs) Mullion Capacity Qbs/R2) • Anchor Capacity Required (Ibs) , $. 890 lbs 1644 Ibs � � Mullion Capacity (Ibsif2) Anchor Capacity Required (lbs) 740 Ibs 488 lbs 664 lbs Anchor Capacity Required (lbs) 328 Ibs • Anchor Capacity Required Ps) Hof 3 42 In 170.0 820 170.0 435 170.0 744 170.0 wA 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 49 In ' 170.0 708 170.0 524 170.0 850 170.0 WA 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 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 170.0 880 50.625 In 170.0 747 170.0 563 170.0 896 170.0 .' 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 170.0 758 121.5 1495 170.0 756 1063 1495 170.0 758 541n 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 170.0 858 124.6 1401 170.0 861 108.8 1401 170.0 861 93.4 1401 170.0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1158 170.0 878 138.7 1156 187.0 928 123.3 1156 156.5 917 111.0 1156 149.7 910 92.5 1158 144.5 903 79.3 1158 144.5 903 69.4 1156 144.5 903 831n 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 132.0 636 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 166.8 955 170.0 789 139.0 955 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.6 765 83.4 955 106.4 757 69.5 855 99.8 749 59.6 955 98.7 746 62.1 955 98.7 748 72 In 128.5 803 134.9 697 107.0 803 114.9 682 91.8 803 101.1 870 80.3 803 91.2 659 71.4 803 83.9 849 64.2 803 78.6 642 53.5 803 72.2 832 45.9 803 69.8 828 40.1 803 89.7 827 78 In 109.2 721 114.1 629 91.0 721 87.0 818 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 588 54.8 ' 721 65.4 579 45.5 721 59.4 569 39.0 721 56.6 564 34.1 721 56.1 563 78 In 101.0 664 105.4 599 84.2 884 89.4 587 72.2 684 78.4 578 63.1 884 70.4 567 56.1 684 64.4 658 50.5 884 59.9 651 42.1 884 54.1 541 36.1 884 51.3 538 31.6 854 50.8 534 901n 65.6 514 87.9 458 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 20.8 514 29.0 403 961n 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 385 19.4 452 24.2 359 16.9 452 22.8 355 108 in 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 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 29.2 336 30.1 301 25.0 338 28.1 298 21.9 338 23.1 292 19.5 338 20.8 288 17.6 338 19.0 284 14.6 338 18.5 278 12.5 336 14.8 273 11.0 .. 338 13.8 289 1201n 27.7 289 28.2 283 23.1 289 23.7 259 19.8 289 20.5 258 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 246 11.8 289 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 TABLE 5B Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hallow CMU Filled CMU PT Wood Metal Anchor Type: 3/18" Elco Uitmcon 1/4" Elco Ultracon 5116" Etco Ultracen 3116°° El= Ullman 1/4" Elco Ultracon 1/4" SS Elco Ag0'eGator 5/18 Elco Macon 114° SS Elco Aggregator 010 Steel Screw (05) #12 Steel Screw(G5) 012 Steel Screw (05) Edge Distance (in): 1" 21/2" 1" 2-1/2" 3.1/8" 1" 21/2" 1" 2-1/2" 2° 3-1/8" 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 -114" 1 -1/4° 1 -114" 1 -1/4" 1 -1/4" 2' 13/8' 1-30 (see note 4) 2 Anchors 4.76 Min. O.C. ! Standard alp (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 lbs 1644 Ibs 270 Ibs 280 Iba 354 lbs 740 Ibs 488 lbs 664 lbs 1182 Ibs 328 Ibs 420 lbs 560 Ibs 4 Anchors @ 1.18 Min. O.C. 1 Standard Grp (Fig. 2): 480 Ibs 700 Ibs NIA WA N/A N/A 380 Ws wA WA N/A WA N/A 852 Ibs 640 Ibs 1120 Ibs 4 Anchors G 3" Min. 0.C.1(2) 2c5 Angle Clips (Fig. 3): 780 Ibs 780 Ibs 880 lbs 1560 Ibs 1896 Ibs 540 Ibs 580 Ibs WA 760 Ibs 936 Ibs 880 Ibs 2384 lbs 652 Ibs 840 Ibs 1120 Ibs 3 Anchors c 0.46 Min. 0.0. / U -Clip, Into 118" Aline. (Fig. 4) WA WA NIA WA WA WA WA N/A N/A N/A WA N/A WA WA 1074 lbs 1 Anchor/ F-Clip (Fig. 5): 195 Ike 195 lbs 225 11:41 445 lbs 822 Ibs 135 ibs 140 Ib a 177 Ibs 370 Ibs 234 Ibs 332 Ibs 591 Ibs 163 Its 210 Ibs 280 Ibs 2 Anchors a 1.16 Min. O.C. / F Gtp (Fig. 8): 240 Ibs 350 Its N/A WA . WA N/A 190 lbs WA NIA N/A WA WA 328 Ibs 420 Ibs 560 its 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.,„,,,,,„,1 ANCHOR GAP.,, `MULLION CAP.,,m,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 ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 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" 1- 1.000 " -I 1" X 3.126" X .6" MULLION (1" VF MULLION) 8 -J 0 -JJ ui X N r X hI k f 0 M to z Y 5 ii'RODUCt REVISED as complying with tit Rada Building Code Allegiance*, / E ." ratio vi ► ado Product 001 t l I I I I `w! \\. ` .(LINNlLjj '/. ` �'�`r,• '��t,ENS� •''•F'P * f No. 58705 72: „,ri i a. tc-7---.:, tz..- -;;;,-0;•.... sz.A0REloop,F.....0......:, //' / /7370NAL- � o A. LYNU MILVER, P.E. FL P.E.# 58705 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 6: • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) x ( ANCHOR CAP.,„,,,,,„,1 ANCHOR GAP.,, `MULLION CAP.,,m,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 ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 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" 1- 1.000 " -I 1" X 3.126" X .6" MULLION (1" VF MULLION) 8 -J 0 -JJ ui X N r X hI k f 0 M to z Y 5 ii'RODUCt REVISED as complying with tit Rada Building Code Allegiance*, / E ." ratio vi ► ado Product 001 t l I I I I `w! \\. ` .(LINNlLjj '/. ` �'�`r,• '��t,ENS� •''•F'P * f No. 58705 72: „,ri i a. tc-7---.:, tz..- -;;;,-0;•.... sz.A0REloop,F.....0......:, //' / /7370NAL- � o A. LYNU MILVER, P.E. FL P.E.# 58705 TABLE 6A Mullion Capacity Table (tbslft2) 1 x 4 x .125 n e Mullion Opening Width (for vertically - spanning mullions) or Opening He ght (for horizontally- spannrng mullions) 50 In 60 in 70 in 80 in 90 In 100 In 120 In 140 in 180 in Rectangular Loading TrapfTdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap!Ttiang. Loading Rectangular Loading Trapfniang. Loading Rectangular Loading Trap/ Mang. Loading Rectangular Loading Trep/Tntang. Loading Rectangular Loading Trapfrdang. Loading Rectangular Loading TrapITdang. Loading Rectangular Loading Ttaplrriang. Loading 11 M Anchor Capacity Required (lbs) CG 11 hi 11 G G � Anchor Capacity Required (Ibs) CCCC i G ffi V G Mullion Capacity °) hI h iG h ii G S I Anchor Capacity Required Obs) ffffJJJJ 1-3/8" Anchor Capacity l Required Qbs) � I. g V G J i S , g U Q J . hI 2 G . g � Q 8 11 a G hI 11 a il 2 G Anchor Capacity Required (tin) j .51 G U i -6 r 580 Ms 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 145.8 1489 170.0 521 127.6 1489 170.0 621 46 in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 158.3 1303 170.0 680 130.3 1303 170,0 880 111.7 1303 170.0 880 97.7 1303 170.0 880 60.826 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 158.1 1236 170.0 747 140.5 1236 170.0 758 117.1 1235 170.0 756 100.4 1235 170.0 758 87.8 1235 170.0 756 54 fn 170.0 797 170.0 612 170.0 956 170.0 881 170.0 1116 ■ 170.0 754 154.4 1158 170.0 803 1372 1168 170.0 837 123.5 1158 170.0 856 t 102.9 1159 170.0 881 88.2 1158 170.0 861 77.2 1158 170.0 861 60 In 170.0 885 170.0 701 188.7 1042 170.0 797 142.9 1042 181.1 832 125.1 1042 146.7 815 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 83 In 170.0 930 170.0 746 161.2 982 163.8 818 129.8 892 144.4 799 113.4 992 131.0 782 100.8 992 121.4 788 90.7 992 114.8 758 75.8 992 108.4 745 64.8 992 108.0 744 58.7 992 108.0 744 86 In 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 762 91.9 947 108.7 738 82.7 947 102.2 727 3 88.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 Mull Lent 72 in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 108.9 708 84.9 849 96.4 898 76.5 849 88.7 886 67.9 849 82.7 876 l 68.6 849 75.3 659 48.5 849 72.5 652 42.5 849 72.4 651 76 in 115.5 762 120.7 865 96.3 762 102.8 852 82.5 782 90.0 640 72.2 .782 80.9 629 84.2 782 742 620 57.8 762 69.2 613 48.1 782 82.8 802 41.3 782 59.9 597 38.1 762 59.4 595 78 In 108.9 724 111.4 834 89.0 724 94.8 821 78.3 724 82.9 609 58.8 724 74.4 599 69.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 667 33.4 724 53.5 565 90 In 89.6 643 71.8 483 58.0 543 60.7 474 49.7 543 52.9 488 43.5 543 47.1 458 38.6 543 42.8 452 34.8 543 39.6 448 29.0 543 34.9 438 24.8 643 32.1 430 21.7 643 30.7 428 98 In 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 32.0 396 23.9 478 28.1 388 20.5 478 25.8 380 17.9 478 24.2 376 108 in 40.3 377 41.1 341 33.5 377 34.6 336 28.8 377 30.0 330 26.2 377 28.8 325 22.4 377 24.0 321 20.1 377 22.0 317 9 18.8 377 19.0 310 14.4 377 17.1 304 111 In 37.1 357 37.8 323 30.9 357 31.8 318 28.6 357 27.6 313 23.2 357 24.4 309 20.8 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 120 In 29.3 308 29.8 279 24.8 308 25.1 274 21.0 306 21.7 270 18.3 308 19.2 287 18.3 306 17.3 263 144 In 17.0 212 17.2 198 TABLE 6B 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" Elco Ultracon 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultra= 1/4° SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elm AggreGator #10 Steel Screw (05) #12 Steel Screw (05) #12 Steel Screw (06) 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 (fn): 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 -1I4" 1 -114 2" 1-3/8" 1 -3/8" (see note 4) 2 Anchors tl 4.75" Min. 0.C.1 Standard Clip (Fig. 1 or 2): 380 Ibs 390 lbs 450 Ibs 890 Ibs 1644 Ibs 270 ibs 280 Ibs 35411s 740 Ibs 468 Its 864 Ibs 1182 Ibs 326 Ibs 420 lbs 580 Ms 4 Anchors 0 2.25' Min. O.C. / Standard Clip (Fig. 3): 70011s 70011m 560 lbs 1410 R• 952 Ms N/A 68011* NIA 630 Ibs N/A 880 lbs N/A 852 Ibs 84011* 1120118 8 Anchors 0 1.15" Min. O.C. / Standard Clip (Fig. 4): 980 Ibs 1400 lbs WA N/A WA N/A 760 Ibs N/A N/A N/A WA N/A 1304 ibs 1680 Ibs 2240 lbs 4 Anchors 0 3" Min. 0.0.1 (2) 2x5 Angle Clips (Fig. 5) :I 780 Ibs 780 Tins 900 lbs 1780 Ibs 3288118 64011* 580 Ibs 708 Ibs 1480 ibs 93811* 1328 IDs 2364 Ws 652 Ms 84011• 1120 Ibs 8 Anchors Q 3" Min. O.C.1(2) 2x6 Angle Clips (Fig. 6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 its 2844 Ibs 810 Ibs 840 Ibs N/A 1140 Ibs 1404 I4 1320 Ibs 3546113 978 Ibs 1260 Ms 1880 Ms 4 Anchors 0 0.45 Min. O.C. ! U -Clip, Into 1/8" Alum. (Fig. 7): WA WA WA N/A WA N/A N/A N/A N/A N/A N/A WA N/A WA 1432 Ike 2 Anchors ;,. 2.25" Min. O.C. / F-Olp (Fig. 8): 350 Ibs 35011* 200 lbs 705 Its 47611• N/A 280 lbs WA 315 Ibs 016* 440 Ws 0 8• 328 Ibs 42011* 56011* 4 Anchors 0 1.15" Min. O.C. / F-Cilp (Ffg. 9): 480 Ibs 700 Ibs N/A N/A WA WA 38D Ms N/A WA N/A N/A N/A • 852 Ibs 840 lbs _ 1120 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. FIGURE 3. • o o ° o °• 0 • 0 0 0 0• 0 0 • 0 • 0 0• 0 • FIGURE 5: • • FIGURE 6: • • ANGLE CLIP (FIGURES 566) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • FIGURE 8. 0 0 • • FIGURE 7: M tl FIGURE 9 • • • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) x (ANCHOR CAP.,"1T1) = 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. 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. --f 1.000° I---- 4.000° 1° X 4° X .125° MULLION .125" • 0 ' Q co 1 Z Z A PRODUC•I`REVISED as complying with the Flarlde Building Code Acceptance No pirotion/Date By Miatn- r' adeProdUct 6 \ON.{ LYNN. •%. ... .F ', it • ' No.58705 O•••. ST ANA.■' ••.!�LOR1 ).••'� � /SS /oNA‘- A. LYNN MILLER, P.E. EL P.E.# 58705 ATE OF 4//• TABLE 7A \.-1 Mullion Capacity Table (Ibslft2) 1 x 4 x .376 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening Height for horizontally- spanning mullions) 60 in 60 In 70 in 80 In 90 In 100 in 120 in 140 In -- 180 in Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapPrdang. Loading Rectangular Loading Trap/Triang. Loading eetangular Loading Trap/Triang. Loading Rectangular Loading TrapRdang. Loading Rectangular Loading Trap/Ttiarig. Loading Rectangular Loading Trap/Triang. Loading .... Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading 11 2" !I ii II 1 It !I 1 11 11 li !I 1 ' 1 -1 /4" 1 -1/4" & 1 -114" A• II 1-1/4" II 1 4 ij j1-&-i _ 390 Ibs 390 Ibs 450 Ibs I 1844 lbs la 280 Ibs 1 , 740 lbs II 664 Ibs II 328 Ibs 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 ' -. 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 in 170.0 708 170.0 824 170.0 560 170.0 684 170.0 992 170.0 . 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 161.8 2024 170.0 680 50.625 in 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 ! 84 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 156.0 1919 170.0 756 136.5 1919 170.0 766 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 ' 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 881 137.1 1799 170.0 881 120.0 1799 170.0 851 80 in 170.0 886 170.0 701 170.0 1063 170.0 797 170.0 1240 170. 878 170.0 1417 170.0 944 170.0 1694 170.0 996 155.5 1819 170.0 1033 129.6 1619 170.0 1083 111.0 1619 170.0 1083 97.2 1619 170.0 1063 63 In 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 47.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1078 141.0 1542 170.0 1122 117.5 1542 188.5 1158 100.7 1542 167.8 1157 88.1 1542 187.9 1157 68 In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 0.0 1002 180.8 1472 170.0 1088 142.8 1472 188.8 1148 128.8 1472 168.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 148.0 1104 72 in 170.0 1063 170.0 678 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1086 105.6 1320 128.6 1049 86.0 1320 117.0 1024 75.4 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 11 °' 139.8 994 112.2 1184 125.7 978 89.7 1184 118.3 984 89.8 1184 107.6 952 74.8 1184 97.8 936 64.1 1184 93.1 927 58.1 1184 92.3 928 781n 168.1 1124 170.0 967 136.4 1124 147.0 985 118.8 24 128.8 947 103.8 1124 116.6 931 ! 92.3 1124 105.8 918 83.0 1124 88.6 906 69.2 1124 89.0 890 69.3 1124 84.3 881 51.9 1124 83.2 878 90 In 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 844 61.4 893 45.0 844 64.2 678 38.6 844 60.0 688 33.8 844 47.7 682 96 in 89.1 742 91.5 883 74.2 742 77.2 652 83.8 742 67.2 641 55.7 742 69.8 631 - 49.5 742 64.1 622 44.6 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.6 584 108 In ' 62.8 688 83.9 530 62. 588 53.8 521 44.7 568 46.6 513 39.1 586 / 41.4 506 34.8 688 37.3 498 31.3 586 34.2 492 28.1 588 29.8 481 22.3 686 26.6 472 19.5 588 24.7 468 111 in 57.8 555 68.8 603 .0 655 49.5 495 41.2 655 42.9 487 38.0 565 38.0 480 32.0 555 34.2 473 28.8 665 31.3 467 24.0 556 27.1 457 20.6 666 24.3 448 18.0 555 22.4 442 120 fn 46.8 476 48.4 433 38.0 476 39.0 426 32.6 475 33.7 420 28.6 476 29.8 414 26.3 476 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.3 476 18.7 387 14.3 475 17.2 381 1441n 28.4 330 28.7 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B - Anchor Capacity Table (lbs) Anchor Cffp Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PTWO0d Metal Anchor Type: 3116" Elco Uitracon 1/4' Eke? Ullracon 5/16" Elco Uttracon 3/16" Elco Uttraoon 1/4" Elco Ultraoon 1/4" SS Elco AggreGator 6/16" Elco Uitrecon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steal Screw (05) 412 Steel Screw (05) Edge Distance (In): 1" 2-1/2" 1" 2- 112' 3-1/8" 1" 21/2" 1" 2 -1/2" 2" 3-1/8" 2" 0,48" 0.54" 0.324" Embedment (In): 1-3/4" 14/4" 1314" 1-3/4" 2" 1 -1 /4" 1 -1/4" 1 -1/4" 1 -114" 1 -1/4" 1-1/4" 2" 1-3/8" 1-3/8" note 4) 2 Anchors @ 4.75" Min. O.C. / Standard Clip (Fig. 1 or2): _ 390 Ibs 390 Ibs 450 Ibs 890 Ibs 1844 lbs 270 Ibs 280 Ibs 354 lbs , 740 lbs 488 Ibs 664 Ibs 1182 Ibs 328 Ibs 420 Ibs _(sae 560 ibs 4 Anchors © 2.26" Min. O.C. / Standard Clip (Fig. 3): 700 Ibs 700 lbs 580 Ws 1410 Ibs 952 Ibs N/A 660 Ibs N/A 630 lbs N/A 880 lbs N/A 852 Ibs 840 lbs 1120 Ibs 8 Anchor @ 1.15" Mtn. O.C. / Standard Clip (Fig. 4): 960 Ibs 1400 Ibs N/A N/A N/A N/A 760 Ibs N/A N/A N/A WA N/A 1304 Ibs 1680 Ibs 2240 Ibs 4 Anchors @ 3" Min. O.C.1(2) 2x5 Angle Clips (Fig. 6): 780 lbs 780 Ibs 900 Ibs 1780 Ibs 3288 lbs 540 lbs 560 lbs 708 Ibs 1480 lbs 938 Ibs 1328 Ibs 2384 Ibs 652 ibs 840 Ibs 1120 Ibs 1 6 Anchors @ 3" Min. O.C, / (2) 2x5 Angle Clips (Fig. 8): 1170 lbs 117011• 1020 lbs 2340168 2844168 81011m 84011m N/A 1140168 1404 Ibs 1320 Ibs 3548 lbs 978 Ibs 1280 Ibs 1580 lbs 4 Anchors c 0.45 Min. O.C. / U -Citp, Into 1/8" Alum. (Fig. 7): N/A NIA NIA WA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1432 Ibs 2 Archon @ 2.26" Min. O.C. ! F-Cttp (Fig. 8): 350 lbs 350 Ibs 290 Ibe 705 Ibs 476 Ibs N/A 280 Ibs N/A 315 Ibs 0168 440 Ibs 0 Ibs 328 Ibs 420 Ibs 580 Ibs 4 Anchors @ 1.15" Min. O.C. 1 F-Clip (Fig. 9): 480 Ibs 700 Ibs N/A N/A NIA N/A 380 Ibs N/A NIA N/A N/A N/A 852 ibs 840 Ibs 1120 Ibs NOTE: FOR THE OFFSET CUP, 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 1 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. • • • • rs • • FIGURE 8 0 0 • • FIGURE 7: FIGURE 9. • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR ) 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 INSTAUATION 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 SE 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 •--- 1° X 4" X .375" MULLION � w R g. d 4 to z 0 -J J W m 1-- 2 z z I-- U 2 O 0 ty3 40 i 1 S' 0 No 6 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 Ex 'ratianate By Mi - , ; : Product' `Ili 111 ';ac.0C'ENSF•..4. ) '< >k No. 58705 •7 � -o • A l i . Luz- STATE 3 Pt %'O••' OF ../49..z.- A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table (Ibslft2) 1.25" x 3.188" x .285" Alum Tube Mull Opening Width (forverticaUy- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 In 00 In 70 In 80 In 90 in 100 In 120 to 140 In 100 In Rectangular Loading Traplrrian® Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. Loading 1 11 hi ii li h 1 0.324" Anchor capacity Requited (lbs) 11 hi 1 hi 1/1 1 1 n 11 11 1 n 1 I fi 1 1 n 2 �hi 11n (see note 4) ii 390 Ibs Anchor Capacity Required (lbs) 1 1844 Ibe fi 11 fi 740 Ibs 468 Ms 1 1 1 II 420 Ibs 11 t ® 3 al 421n 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 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 ' 170.0 1735 170.0 621 151.6 1769 170.0 521 48 in 170.0 708 170.0 624 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 170.0 1417 170.0 880 154.8 1548 170.0 680 132.7 1648 170.0 880 116.1 1548 170.0 880 60.6251n 170.0 747 170.0 683 170.0 898 170.0 631 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 766 139.2 1468 170.0 758 119.3 1468 170.0 756 104.4 1468 170.0 756 541n 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 183.1 1376 170.0 837 1148.8 1378 170.0 856 I122.3 1376 170.0 861 104.8 1376 170.0 861 91.7 1376 170.0 861 60 in 170.0 886 170.0 701 r 170.0 1083 170.0 797 158.9 1168 170.0 878 139.0 1168 167.4 930 123.6 1158 168.8 919 111.2 1168 160.0 912 92.7 1158 144.8 906 79.4 1158 144.8 905 69.5 1158 144.8 905 63 in 170.0 930 170.0 746 180.1 1051 170.0 860 1372 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 119.5 822 88.8 1051 119.1 821 60.0 1051 119.1 821 66 in 167.1 957 170.0 789 139.3 967 151.8 805 119.4 957 134.0 790 104.4 967 121.6 777 92.8 967 112.8 787 83.8 967 106.6 759 ' 69.8 957 100.0 750 69.7 967 98.9 748 62.2 057 98.9 748 72 In 128.7 804 135.2 898 107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 91.4 680 71.5 804 84.1 850 64.4 804 78.8 643 53.6 804 72.3 633 48.0 804 69.9 829 40.2 804 69.8 828 76 in 109.4 722 114.4 630 912 722 97.2 818 78.2 722 85.3 606 68.4 722 78.7 598 60.8 722 70.3 688 64.7 722 86.5 580 45.8 722 59.5 670 39.1 722 66.7 685 34.2 722 58.2 684 78 In 101.2 685 106.6 600 84.4 885 89.6 688 72.3 885 78.5 577 63.3 686 70.5 668 66.2 886 84.5 580 50.6 685 80.1 653 42.2 665 54.3 543 36.2 685 51.4 537 31.8 655 50.7 636 90 in 65.9 515 88.0 467 54.9 515 67.5 449 47.1 515 50.1 441 41.2 516 44.7 434 36.8 616 40.6 428 33.0 515 37.4 422 27.5 616 33.1 413 23.5 616 30.5 407 20.8 515 29.1 404 96 in ' 54.3 463 55.8 404 46.3 453 47.1 397 38,8 463 41.0 391 33.9 463 36.4 385 30.2 463 33.0 379 27.2 453 30.4 374 22.6 453 28.6 386 19.4 453 24.3 360 17.0 453 22.9 356 108 in 38.1 358 39.0 323 31.8 368 32.8 318 27.2 368 26.4 313 23.8 358 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 16.9 358 18.0 293 111 in 35.1 338 362 308 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.8 336 19.1 286 120 In 27.8 290 28.3 284 23.2 290 23.6 280 19.9 290 20.6 258 17.4 290 18.2 263 16.4 290 18.4 249 144 In 16.1 201 18.3 166 TABLE 8B Anchor Capacity Table (ibs} Anchor Clip Patterns Substrate: 2.72 Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor 7ppe:, 3/16" Elco Ultracon 1/4' Elco Ultracon 5118 Elco Ultracon 3/18" Elco tam= 1/4" Elco Ultracon 1/4" SS Elco AggreGator 5118 Elsa Ultracon 114 SS Elco AggreGator #10 Steal Screw (05) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (In): 1" 21/2" 1" 2-1/2" 3-1/8" 1" 2-1/2' 1" 2-112" 2" 3.1/8" 2° 0.48 0.64" 0.324" Embedment (In): 14/4" 1 -9/4° 1-3/4° 1314" 2" 1.114" 1 -1/4" 1-1/4" 1 -114" 1 -1/4" 1 -1/4" 2" 1-3/8" 1-318" (see note 4) 2 Anchors e, 4.76 Min. O.C. / Standard Cup (Fig. 1): 390 Bs 390 Ibs 450 Ibs 890 Ms 1844 Ibe 270 Ibs 280 Ibs 354 Ibs 740 Ibs 468 Ms 684 Ibs 1182 Ms 326 Ibs 420 Ibs 580 Ms 4 Anchors t;;$1.15" Min. O.C. / Standard Clip (Fig. 2): 480 Ibs 7001bs NIA NIA N/A WA 380 Ibs WA N/A N/A N/A N/A 6521ba 840 Ibs 1120 Ms 4 Anchors 6 3" Min. O.C. t (2) 2x6 Angle Clips (Fig. 3): 780 iba 780 Itx 880 Ibs 1580 Ibs 1896 Ibs 540 Ms 680 Ibs N/A 780 Ibs 936 Iia 880 Ste 23641bs 652 Ibs 840 Ibs 1120 the 4 Anchors 0.45" Min. 0.C. / U-CIIp, Into 1/8° Alum. (Fig. 4):, NIA NIA NIA N/A NIA NIA Nth N/A WA NIA N/A WA NIA WA 1432 Ibs 1 Anchor / F-Clip (Fig. 5): 195 Ibs 195 Ibs 226 Ibs 445 Ibs 822 Ibs 1351bs 140 Ibs 177Iba 370 Ibs 234 Ibs 3321bs 591 Ibs 183 Ibs 2101bs 280 Ibs 2 Anchors ; %? 1.15" Min. O.C. / F-Clip (Fig. 6) :', 240 Cs 350 Ibs N!A N/A N/A N/A 190 Ibs N/A N/A N/A NIA NIA 326 Ibe 420 Ibs 560 Ms 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 5: • IGURE 2 • • FIGURE 6: • • ANGLE CLIP 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. 3.188" I'-- 1.250 " -H 4 1- .265" 1.25' X 3.188° X 265° MULLION (1 -1/4° VF MULLION) 8 1t) c0 co M X N N 113 M (C 1 i 1 Z PRODUCT REVISED as cnmplyhrg with the Florida Building Code Acceptance N0 had By Mi ado Product' , 1.Y `ti�li11Il /i / /t7 �� i � `` �� .... \AENSe- Mj11, � F �. ��.•' • • • 4 • No8705 No. 5 • ;-a if 3° �fl cot = ��•�• ST TE OF - w: ��'• . ALOR1pP..0 ?: '' /,sS /oNML'.x,. A. LYNN'Nit rLL R, P.E. FL P.E.# 56705 TABLE 9/ Mullion Capacity Table (Ibs/ft2) 2 x 4 x .26 Mullion Opening Width (for vertically-spanning mullions) or Opening Height (for horizontally -span ng mullions) 50 In 60 in 70 in 80 in 90 In 100 In 120 In 140 in 160 in Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap!Tr ang• Loading Rectangular Loading Trnp/ riang. Loading g g I as 11 2G 2" g L t G Ca f G sou: -478 1 I 1 G 8 2" G 82 $ 1a U iG li 1 -1/4 1-1/4" 2' la g deb 1 8 G ii 390 Ibs as Ili G V g G fl 8 v 634 lbs G aa: 328 Ibs 42 In 170.07 820 170.0 435 170.0 744 170.0 N/A 170.0 868 170.0 506 170.0 992 ' 170.0 519 170.0 1116 • 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 In 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 880 170.0 2257 170.0 680 50.925 in 170.0 747 170.0 583 170.0 696 170.0 631 170.0 1048 170.0 854 170.0 1195 170,0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 758 170.0 2391 170.0 758 54 in ' 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1118 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 80 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 180.8 2680 170.0 1083 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 165.7 2553 170.0 1171 146.9 2553 170.0 1171 88 in 170.0 874 170.0 789 170.0 1189 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 151.9 2437 170.0 1288 132.9 2437 170.0 1286 72 in 170.0 1063 170.0 878 M 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 145.8 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 1530 78 in 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1980 170.0 1505 123.8 1980 181.8 1648 108.1 1980 154.0 1535 92.9 1980 152.7 1531 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1389 152.7 1881 170.0 1474 137.4 1881 183.1 1500 114.5 1861 147.3 1473 98.2 1881 139.8 1459 85.9 1861 137.6 1454 90 In 170.0 1328 170.0 1144 149.1 1398 158.0 1219 127.8 1398 130.0 1198 111.8 1398 121.3 1178 99.4 1398 110.2 1182 89.6 1398 101.6 1147 74.5 1398 89.8 1122 83.9 1398 82.7 1105 55.9 1398 78.9 1096 981n 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92, 1229 98.9 1044 81.9 1229 89.8 1020 73.7 1228 82.4 1016 81.4 1229 72.2 993 62.7 1228 86.9 977 46.1 1229 82.1 987 1081n 103.5 971 105.8 877 88.3 971 89.0 882 74.0 971 77.2 849 68.4 837 57.5 971 81.8 825 51.8 971 58.5 815 43.1 971 49.0 798 37.0 971 44.0 782 32.4 971 40.8 771 111 in 95.4 919 97.3 832 L 79.5 919 81.9 819 88.1 919 70.9 806 59, : 910 82.9 794 63.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 758 34.1 919 40.2 742 29.8 919 37.1 732 120 In 76.5 788 78.8 718 62.9 786 84.5 705 53.9 786 55.8 695 47.2 788 49.4 886 41.9 788 44.4 877 37.7 788 40.5 666 31.5 788 34.9 653 27.0 788 31.0 641 23.8 786 28.4 631 144 in 43.7 546 44.2 504 38.4 646 37.0 498 31.2 548 31.9 491 27.3 546 28.2 485 24.3 648 25.3 479 1 21.8 648 22.9 474 18.2 548 19.5 484 15.8 546 17.2 456 13.7 546 15.5 448 TABLE 9B Anchor Capacity Table (ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18" EIco Ultracon 1/4" Elco Ultracon 5178 Elco Ult acon 3/16 Elco Ultracon 1/4" Eico Ultracon 1/4" SS Elco AggreGator 6118 Elco Ultracon 1/4" SS Elco AggreOator 810 Steel Screw (G5) 912 Steel Screw (G5) 012 Steel Screw (cis) Edge Distance $n): 1" 21/2° 1" 21/7 3.1/8" 1" 21/7' 1° 2 -1/2° 2" 3-1/8" 2" 0.48" 0.54° 0.327 Embedment (in): 13/4" 1-3/4" 1-3/7 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 @ 4.75° Mir. O.C. l Standard Clip {Fig. 1 or : 390 Ibs 390 Ibs 450 ibs 890 Ibs 1844 ibs 270 Ibs 2801bs 364 ibs 740 tbs 488 lbs 634 lbs 1182 Ibs 328 Ibs 4201bs 560 lbs 4 Anchors c? 2.88' Min. O.C. / Standard Clip (Fig. 3): 740 Ibs 740 Ibs 830 Ibs 1455 lbs 1424 Ibs N/A 580 Ibs WA 895 Ibs N/A 880 Ibs N/A 852 Ibs 840 Ibs 1120 Ibs 6 Anchors c? 1.71° Min. O.C. / Standard Ctlp (Fig. 4): 885 Ibs 050 I 758 Ibs 1948 ibs N/A N/A 705 Ibs N/A 799 Ibs N/A N/A N/A 978 Ibs 1280 lbs 1880 Ibs 4 Anchors 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 5): 780 Ibs lbs 680 Ibs 1560l68 1896 Ibe 5401 580 Ibs WA 780 Has 938 Ibs 880 Ibs 2384 lbs 552 Ibs 840 Ibs 1120 Ibs 6 Anchors 0 3" Min. O.C.1(2) 2x8 Angie Clips (Fig. 8): 1170 Ibs 1170 Ibe 1020 lbs 2340 lbs 2844 ibs 810 Ibs 840 Ibs WA 1140 Ibs 1404 Ibs - 1320 Ibs 35413165 978 Ibs 1260 Ibs 1680 Ibs 3 Anchors CO 1.34" Min, O.C. 1 U-C111), into 1/8" Alum. (Fig. 7): WA WA N/A N/A WA RNA WA N/A N/A NIA N/A N/A N/A N/A 074 ! 6 Anchors c 0.84" Mln. O.C. / U-alp, into 1/8" Alum. (Fig. 8): N/A WA N/A N/A WA N/A N/A WA N/A N/A N/A N/A N/A WA 21 Ibs 2 Anchors & 2.68" Min. O.C. I F-Cllp (Flg. 9): 370 lbs 370 lbs 315 Ibs 743 Ibs 712 Ibs N/A 280 ibs N/A 348 Ibs N/A 440 Ibs N/A 328 Ibs 420 Ibs 580 Ibs 3 Anchors @ 1.71" Min. O.C. / F Ctip (Fig. 10): 390 Ibs 390 ibs 340 Ibs 780 Ibs 948 ibs 270 lbs 280 lbs WA 380 Ibs 468 ibs 440 Ibs 1182 Ibs 326 ibs 420168 560 Ibs FIGURE 1: • 0 0 O 0 O 0 O 0 0 0 • FIGURE 5: • FIGURE 2: 0 0 00 00 O 0 0 • 0 • • FIGURE 3: • 0 • O 0 O 0 O 0 0 • FIGURE 6: • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10. 0 • o o• • • •• •• O 0 00 O 0 0 • O 0 O 0 O 0 • • FIGURE 4: • 1 4 0 0 0 00 • • ANGLE CLIP (FIGURES 586) 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.,",„, •e 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 CUPS 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" 4.000" 2" X 4° X .25" MULLION ts. w iL z 8 co 1 0) O PRODUCT D as complying REVISE with the Flows Bug Code Acceptildinance IVs !' ' I,�•��" iratianiUate +1 /.'I►l, r Miam ade Product olt11111 7// " , . .., .,0,t LYNN. 114 !.■`T` • GENSF ,'A . t.1n 58705 _ * • "'4 ik_ z_--» firre E .°'A1t3 °!1 : hy_ ;� •• STA E O . "": �,, T••••. FLORIOP:•••• &•, / / ////i/ONA\;0`' A. LYNN IMILWR, P.E. EL P.E.# 68705 TABLE 10A Mullion Capacity Table (Ibs/ft2) 2 x Alum. Mullion 6 x .25 Tube Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally -spann ng mullions) 50 in 60 in 70 in 80 In 90 In 100 in 120 In 1 140 in 160 in Rectangular - Loading Trap/Triang. Loading Rectangular Loading Trap/Trtang. Loading Rectangular ang Loading TrepJTtiang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading : , Rectangular Tr..:. ': , , Rectangular , , hapRtieng. Loading Rectangular Loading Trap►Tdang. Loading Rectangular Loading Trapifdang. Loading tro{� (.7� ii N. i V17 �p 11 (p V 11 Anchor Capacity Required (Ms) Mullion Capacity (lbattt2) ..� {p V' 11 �p ti IF Anchor Capacity Required (lbs) Mullion Capacity ObsNi2) Anchor Capacity Required (lbs) 17-7Mulftn C ) Y! {� `tg �p V �Wp vG �ry ci Anchor Capacity Required (tbs) tg G7 Vr.. t@ 3 .fiq 11 Mullion Capacity (lbsRRt2) Anchor Capacity Required Oba) + i ii Mullion Capacity O Anchor Capacity Required (lbs) Mutiton Capacity ttpp (1 p i .. Mullion Capacity O Anchor Capacity Requited (tbs) 7401bs Anchor Capacity Required Ohs) l� V aG 3281bs Anchor Capacity Regulred Obs) 580 Ibs 42 In 170.0 820 170.0 435 + + 74111111M411200111 540 lbs 550 Ibs 170.0 ::: 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 WA NIA 170.0 - 521 170.0 1735 170.0 521 ' 170.0 1983 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 170.0 877 170.0 1417 170.0 880 170.0 1700 0011101180 N/A 170.0 1983 170.0 680 i 170.0 2267 170.0 6130 50.625 in 170.0 747 170.0 563 170.0 896 170.0 831 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 ■f•1s� N/A + 758 170.0 2092 70.0 758 170.0 2391 170.0 758 54 In 170.0 797 170.0 612 170.0 958 170.0 1083 . 170.0 170.0 891 797 170.0 170.0 8 1240 170.0 170.0 754 878 170.0 170.0 1275 1417 170.0 170.0 803 944 170.0 Clil 170.0 1594 170.0 8 170M1.93 =111111114 + + + + + 858 1033 170.0 170.0 2125 170.0 170.0 881 1063 170.0 170.0 2231 170.0 2479 170.0 881 1063 170.0 2550 170.0 881 601n 170.0 885 170.0 701 170.0 2833 170.0 1063 63 in 170.0 930 170.0 745 170.0 1118 170.0 1189 170.0 170.0 903 170.0 170.0 1302 1384 170.0 170.0 940 1002 170.0 170.0 1488 1558 170.0 170.0 1015 1088 170.0 1873 170.0 1763 170.0 1076 170.0 1155 170.0 1659 170.0 1948 170.0 170.0 10111321 1210 170.0 170.0 2231 2338 170.0 170.0 1189 1275 170.0 170.0 2803 170.0 2727 170.0 1171 1288 170.0 2975 170.0 1171 66 In 170.0 974 170.0 789 170.0 3117 170.0 1288 a E 721n 170.0 1083 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 1468 imo 2975 170.0 1529 170.0 3400 170.0 1530 .. 781n K• 170.0 1122 170.0 937 170.0 170.0 1080 170.0 1209 170.0 1704 170.0 1322 170.0 2019 170.0 1894 170.0 3559 170.0 1705 78 In 90 In 170.0 170.0 1151 1328 170.0 170.0 987 1144 170.0 1381 170.0 1694 170.0 170.0 1118 1328 170.0 170.0 1811 11359 170.0 170.0 1250 1498 170.0 174.0 1842 2125 170.0 170.0 1389 1853 170.0 2072 170.0 2381 170.0 1474 170.0 1793 170.0 2302 170. 2658 170.0 170.0 m 1918 170.0 170.0 2783 3188 170.0 170.0 1700 2125 170.0 156.0 3223 170.0 3413 170.0 1777 2273 170.0 3883 170.0 1795 138.5 3413 170.0 2381 861n 108 in 170.0 170.0 1417 1594 170.0 170.0 1232 1409 170.0 1700 170.0 1913 170.0 170.0 1434 1847 170.0 170.0 ism 2231 170.0 170.0 1822 1870 170.0 170.0 2287 2650 170.0 170.0 1784 2078 170.0 2550 184.8 2781 170.0 1952 170.0 2271 170.0 2833 170.0 2095 180.0 3199 170.0 + 2336 2281 , 5.9 99 188.8 2781 125.9 2470 2234 120.0 3189 156.1 2428 927 2781 116.0 2190 111 In 1201n 170.0 170.0 1638 1771 170.0 170.0 1454 1588 170.0 1986 170.0 2125 170.0 170.0 1700 1859 170.0 154.4 2293 2252 + i 189.9 1991 + 135.1 2252 170.0 141.4 2149 1964 151.8 120.1 2252 108.1 2252 2216 113.8 90.1 2832 2252 128.4 99.8 2168 1872 77.2 225 86.9 2126 1836 85.4 2832 106.3 2096 ) 87.6 2252 81.4 1808 144 in 125.1 1584 126..8 1445 W4.3 1564 106.1 91.5 1407 78.2 1564 80.7 1390 69.5 1584 72.3 1373 8Z8 1564 65.7 1358 52.1 1584 44.7 15134 49.2 1305 39.1 1584 44.4 1283 TABLE 10B Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. - Hollow CMU Filled CMU PT Wood Metal Anchor Types 3118" Elect UUltracon 1/4" EIco Ultracon 5/16" Elco Uitracon 3118° Etco Ultracon 114 " Elco Ultracon 1/4" SS Elco AggreGator 5116" Elco Ultracon 1/4° SS Elco AggreGstor 810 Steel Screw (G5) 812 Steal Screw (G5) 812 Steel Screw (G5) Edge Distance 5n): 1" 2 -112° 1" 2112" 3 -118' 1" 2 -1/2° 1° 2 -1/2° 2 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (In): 1-314° 1-3/4" 1.3/4" 1-3/4" 2' 1 -1/4" 1 -1/4° 1 -1/4' 1 -114° 1 -1!4° 1 -1/4" 2° 1-s18" 13/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard CI • (Fig. 1 or 2): 390 Iba 390 Ibs 450 Ibs 890 Iba 1844 lbs 270 Iba 2801bs 384 lbs 7401bs 488 lbs 884 Ibs 1182 Iba 3281bs 420 Ibs 580 Ibs 4 Anchors 4.86" Mln. O.C. / Standard Clip (Fig. 3): 780 Ibs 780 Ibs 900 Ibs 1780 Ibs 3084 lbs 540 lbs 550 Ibs 708 Ibs 1480 Ibs 938 Ibs 1104 Ibs 2364 Ibs 852 Ibs 840 Iba 1120 Ibs 8 Anchors @ 1.71" Min. O.C. 1 Standard Clip (Fig. 4) 1180 Iba 1400 Iba 1010 Ibs 2595 Iba WA NIA 940 Ibs WA 1065 Iba N/A N/A N/A 1304 Ibs 1660 Ibs 2240 Ibs 4 Anchors (i 3" Min. 0,C. 1(2) 2x5 Angle Clips (FIg. 5): 780 Ibs 780 Ibs 880 Iba 1560 Iba 1898 Ibs 540 Ibs 560 Ibs WA 780 Iba 936 Ibs 880 Ibs 2364 Ibs 852 Ibs 840 Ibs 1120 lbs 8 Anchors @ 3" Min. O.C.1(2) 2x5 Angle Clips (Fig. 8): 1580 Ibs 1560 Ibs 1360 Ibs 3120 Ibs 3792 lbs 1080 Ibs 1120 Ibs N/A 1820 lbs 1872 Ibs 1760 Ibs 4728 Ibs 1304 Ibs 1680 Ibs 2240 Ibs 12 Anchors up 1.5" Min. 0.C. 1(2) 2x5 Angle Clips (Fig. 7): 1860 Ibs 2100 Ibs 1440 Ibs 3780 Ibs N/A WA 1320 Ibs N/A 1600 lbs WA NIA N/A 1958 Ibs 2520 Iba 3360 Ibs 4 Anchors @ 1.34" Min. O.C. 1 U -Cllp, Into 1/8" Alum. (Fig. 8): WA NIA NIA NIA N/A N/A N/A NIA WA N/A WA N/A N/A NIA 1432 Ibs 8 Anchors ¢! 0.64" Min. O.C./ U-Olp, into 1/8° Alum. (Fig. 9): NIA N/A WA N/A NIA N/A N/A N/A N/A NIA N/A WA N/A N/A 2864 Ibs 2 Anchors 2 4.68" Min. O.C. / F-CIIp (Fig. 10): 390 Iba 390 Ibs 450 Ibs 890 Iba 1532 lbs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 468 !be 552 Ibs 1182 Iba 326 Ibs 420 Ibs 560 Ibs 4 Anchors ®1.71" Min. O.C. 1 F-Clip (Fig. 11): 590 Iba 700 Ibs 505 Iba 1298 Ibs N/A N/A 470 Iba WA 533 Iba WA N/A WA 652 Ibs 840 Ibs 1120 lbs FIGURE 1: • 0 0 0 0 0 0 00 00 0 0 0 • FIGURE 5: • • FIGURE 2: • 0 0 a 00 00 00 0 0 0 0 • O • FIGURE 3: • 0 0 • 00 0 0 0 0 O O 0 • • FIGURE 6: • • • FIGURE 4: • • • 0 0 00 00 0 0 • • • • FIGURE 8: FIGURE 9: FIGURE 10 FIGURE 11 0 • • • • 0 0• • O FIGURE 7 • • • • • • •• •• • • • O O 0 0 00 00 0 0 • • • • • • 0 0 00 00 0 0 ANGLE CLIP (FIGURES 5 - 7) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ( ANCHOR CAP.,"„„,,. ) =ANCHOR CAP.,, ,. MULLION CAP..,,,A$ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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 .046" 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 6" X .25" MULLION 6.000" cem O .co (91 u. Z co T PRODUCT REVISED as complying with the Florida Bulldieg Code Acceptance No Ex • irati +' %tato By. Miami •' •/ I eft ow ado Product" �Y**""ii��j ,�r,111tIlitJI77 `.\ .. �.( i.YNN yl� ,� 1 o � ; No. 58705 • r fY z ..'� • ST 11)(k1 �; ///Y(26:.. 'Ok • . FLORIOP• �� • A. LYNN Mr1LLER, P.E. EL P•E.# 58705 TABLE 1IA Mullion Capacity Table (Ibs /f 2) 1.26" x 2.11" x .126" Alum Tube Mull Opening Width (for vertically- spanning mullions) or Opening Height (for hodmntally- spanning mullions) 50 In 80 in 70 in 80 In 90 in 100 in 120 in 140 In 160 in Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular I-oa i ng Tr p/Trtang. Loading Rectangular Loading Thap/Trtang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap!Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tulang. Loading 1 21 p 8G 1 12 g. 1 1 Mullion Capacity il) Anch Requatcapac bed Cabs) ' �', 2 Anchor Capacity Required abs) 1-3/4" 1.314" Mullion Capacity ) - 1-3/4" 2 1 -114° 1 -119" G 1-1/4" 1-1/4" 1 -1/4" 2' 13/8° 1318' {se8 note 4) Mullion Capacity Obs/ft2) 780Ibs 780Ibs Anchor Capacity Required Obs) 1660 Ibs Anchor Capacity Required Obs) 540 Ms Anchor Capacity Requbed abs) 2 i i 2 i i 1 2 1 r4 421n 144.2 528 167.0 428 120.2 528 148.9 419 103.0 ,528 138.9 414 90.1 626 734.6 411 80.1 626 134.1 411 72.1 526 134.1 411 80.1 628 134.1 411 51.5 528 134.1 411 45.1 626 134.1 411 481n 08.8 403 108.0 333 80.5 403 94.7 326 69.0 403 86.4 320 80.4 403 81.4 317 63.7 403 79.1 315 48.3 403 78.8 314 ! 40.3 403 78.8 314 34.6 403 78.6 314 30.2 403 78.6 314 60.625 in 82.3 382 81.0 301 68.8 382 79.3 294 58.8 382 71.9 289 51.5 382 87.2 286 46.7 382 64.8 284 41.2 382 63.6 283 34.3 382 83.6 283 1 29.4 382 63.5 283 25.7 382 63.6 283 64 In 87.8 318 74.1 267 68.5 318 64.2 281 48.5 318 67.7 256 42.4 318 63.5 253 37.7 318 80.8 260 33.9 318 49.5 249 28.3 318 48.1 248 1 24.2 318 49.1 248 21.2 318 49.1 248 80 In 49.5 268 63.1 219 41.2 258 45.7 214 35.3 268 40.7 210 30.9 258 37.2 207 27.5 268 34.9 204 24.7 256 33.4 203 20.6 268 32.2 201 ! 17.7 258 32.2 201 • 15.5 268 32.2 201 631n 42.7 234 45.8 200 35.6 234 39.1 198 30.5 234 34.7 192 28.7 234 ' 31.8 189 23.7 234 29.4 188 21.4 234 28.0 184 17.8 234 26.8 183 16.3 234 28.5 183 13.4 234 28.6 183 86 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 28.1 170 18.8 213 23.7 169 'I 18.6 213 22.2 187 13.3 213 22.0 166 11.8 213 22.0 168 721n 28.6 179 30.1 166 ! 23.9 179 25.8 152 20.4 179 22.6 149 !, 17.9 179 20.3 147 15.9 179 18.7 145 78 in 24.3 161 25.4 140 20.3 161 21.8 137 17.4 181 19.0 136 !•18.2 181 17.0 133 78 in 22.6 152 23,6 133 18.8 162 19.9 131 ! 16.1 152 17.6 128 TABLE 11B Anchor Capacity Table (Ibs) Anchor Clip Patterns - Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood - Metal Anchor Type: 3/18" Elco (Macon 1/4" Etco Ulbacon 6/16" Elco Ultracon 3/18" Elco U ltracon 1/4" Etco Ultracon 1J4" SS Elco AggreGator 6118 Elco Ultracon 1/4" SS Etco AggreGator #10 Steel Screw (tG5) 812 Steal Screw (05) #12 Steel Screw (35) Edge otstance (fn) 1" I 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" 1.314" 14/4" 1-3/4" 2 1 -114° 1 -119" 7 -1/4" 1-1/4" 1-1/4" 1 -1/4" 2' 13/8° 1318' {se8 note 4) 4 Anchor 10 3" Mtn. O.C. / (2) 2x5 Angle Clips (Fig. 1): 780Ibs 780Ibs 880 Ibs 1660 Ibs 1898 Ibs 1 540 Ms 580 Ibs N/A 780Ibs[ 938 Ibs f 880 Ibs 1 2384 Ibs 6621bs 840 Ibs I 1432 ibs 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 ANDJOR 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) x (ANCHOR CAP.,",„T ) =ANCHOR CAP.,",. MULLION CAP.F,„U"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. 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 0.65. 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. r- 1.266 "1 .125" 1.26" X 2.11" X .125" MULLION (INTEGRAL FIN MULLION) u. 1 co chD 1 PRODUCT REVISED as ucontpIyin)t with the Btotida Suftdi'ng Cade Accepmnce No t -0 ` - o Ex itatio hate r'rry� i&' F • By .Ji.'. l 1 r Miami .P ale Produc 111111 .\'O.(.LYNN 4gjl,,,,��i .'• '4jceNS6. '' .F'P iii * . No. 58705 ="o it 30 ti • Luz. �°'• sTA � of ' <v.. •i �' JrIORt'pA,•�C, : A. LYNI4 I1)II�I.'L'E�R, P.E. FL P.E.# 58705 TABLE 12A Mullion Capacity Table (lbs/ftt) 3.25" 30 DEG. AL BAY MULL Opening Width (for vertically spanning mullions) or Opening Height (for horizontally-spanning mullions) 60 in 80 in 70 in 80 In 90 in 100 In 120 in 140 In 180 in Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Trtarig. Loading Rectangular L Loading Trap/Tnang. Loading Rectangular Loading - TraplTdang. Loading Rectangular Loading Tr p/Trlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Trtang. Loading Rectangular Loading Trap!Tdang. Loading I x=, A. 1 a I x.. 2" A. N. 2 =. 0.54" 0.324" k g„ am 2c A' ° cl ice gr. 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4" c A 8 2=. 1 -1 /4" 1 -1/4" 2" 1-3(8" 1-3/8" P _ 2 2 Anchors @) 5" Min. 0.C. / (2) 2x5 Angle Clips (Fig. 1) 390 Ibs 390 Ibs . _ = ■ 890 Ibs :. 2 270 Ibs ,z. ci 2c A. s a c 2a 1 488 lbs 720 Ibs la a 328 Ibs 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 688 170.0 1170.01 508 170.0 992 170.0 519 170.0 1116 1275 1 170.0 170.0 521 677 170.0 170.0 1240 1417 170.0 170.0 521 680 170.0 152.2 1488 1522 170.0 170.0 621 680 170.0 130.6 1735 1522 170.0 170.0 521 680 149.1 114.2 1740 1522 170.0 170.0 521 880 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 630 170.0 1133 170.0 861 170.0 50.825 In 170.0 747 170.0 1170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 184.2 1443 170.0 758 138.9 1443 170.0 758 117.3 1443 170.0 786 102.6 1443 170.0 766 54 In 170.0 797 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 858 120.3 1353 170.0 881 103.1 1353 170.0 881 90.2 1353 170.0 861 . 80 in 170.0 885 170.0 701 170.0 1083 170.0 797 167.0 1218 170.0 878 148.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1216 162.1 924 87.4 1218 148.1 913 83.5 1218 146.1 913 73.1 1218 148.1 913 63 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 1 118.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1150 126,2 870 65.7 1180 128.2 870 In 170.0 974 170.0 789 152.4 1048 / 165.8 881 130.6 1048 146.8 864 114.3 1048 133.1 850 101.8 1048 123.4 839 81.4 1048 116.6 830 76.2 1048 109.4 821 65.3 1048 108.2 818 57.1 1048 108.2 818 72 In 140.8 880 147.9 764 117.4 880 128.0 748 100.6 880 110.8 734 88.0 880 100.0 722 76.2 880 92.0 712 70.4 880 86.2 703 55.7 880 79.2 693 50.3 880 78.6 888 44.0 880 76.4 688 78 in 119.7 790 125.1 690 99.8 790 108.4 676 65.5 790 93.3 663 74.8 790 83.8 652 68.5 790 78.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 790 62.1 619 37.4 790 61.6 617 78 In 110.8 750 115.5 857 92.3 750 98.1 644 79.1 760 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 750 59.4 594 39.6 760 56.2 588 34.8 750 85.8 588 90 In 72.1 563 74.4 500 80.1 583 62.9 491 51.5 583 54.8 483 45.1 583 48.9 478 40.1 583 44.4 468 36.1 663 40.9 482 30.0 583 36.2 452 25.8 583 33.3 445 22.8 583 31.8 442 96 In 59.4 495 61.1 443 49.6 495 61.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 38.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 28.6 394 16.6 495 25.0 390 108 in 41.7 391 .42.8 353 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 17.8 316 111 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 16.0 370 18.1 305 120 in 30.4 317 30.9 289 25.3 317 28.0 284 21.7 317 22.5 280 19.0 317 19.9 278 16.9 317 17.9 273 144 in 17.8 220 17.8 203 `TABLE 12B Anchor Capacity Table (ibs) Anchor Crip Patterns Substrate: + 27k Concrete 3.5k Conc. Hollow CMU Filed CMU PT Wood Metal Anchor Type: 3/16" Elco Ultracon 114° Elco Ultradxm 5/16" Elco Ultracon 3V78° El= Ultracon 1/4" Elco Ultracon 1/4" SS Elco AggreGator 5/16" Elea Ultracon 1/4" SS EIco AggreGator #10 Steel Screw (05) 4112 Steel Screw (95) #12 Steel Screw (05) Edge Distance Qn): 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): 1-314" 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" 1-3/8" (see note 4) 2 Anchors @) 5" Min. 0.C. / (2) 2x5 Angle Clips (Fig. 1) 390 Ibs 390 Ibs 460 Ibs 890 Ibs 1700 Ibs 270 Ibs 280 Ws 364 ibe 740 Ibs 488 lbs 720 Ibs 1182 Ibs 328 Ibs 420 Ibs 560 Ibs 4 Anchors ® 3.6" Min. O.C.1(2) 2x5 Angle Clips (Fig. 2): 780 Ibs 780 Ibs 790 Ibs 1670 Ibs 2525 ibs 640 Ibe 580 Ibs N/A 1120 Ibs 938 Ibs 580 Ibs 2384 Ibs 652 Ibs 840 Ibs 1120 Ibs 6 Anchors ig 271" Min. O.C.1(2) 2x5 Angle Clips (Fig. 3): 1120 Ibs 1120 lbs 955 lbs 2246 Ibs 2254 Ibs NIA 840 Ibs N/A 1059 Ibs 14/A 1320 lbs N/A 978 Ibe 1260 Ibs , 1680 Ibs 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.,",,,r,"16� - ANCHOR CAP.... MULLION CAP...7:„,� 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. 8 co W a 0) D C9 1 co 0 co kb rc PRODUCT RBVISBD as complying with the FIOtide Building Code Acceptance No iratl nVate ``"),74. •( (V � LYNN M/�!'��i v10ENs$. • • v�Q * r • * No.58705 -35.11 v'�R/3e i1 �.� STATE O •..PL. ORiOlt••• A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 13AA Mullion Ca. aclt Table Ibslft2 3.26" 46 DEG. AL BAY MULL Opening Width (for vertically spanning mullions) or Opening Height (for horizontally- spanning mullions) 50 in 60 In 70.In 80 in Anchor Type: 90 in 100 in 120 M 140 In 160 In Rectangular Loading T1ap/7riang. Loading • Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Triong. Loading Reotargulo Loading Trap/Meng. Loading Rectangular Loading 1" Trap/Triang. Loading Rectangular ' Loading Trap/Triang. a Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/TrIang. Loading Rectangular Loading Trap/Mang. Loading A. § 2 c A. GIII a o: Mullion Capacity (lbstftz) Anchor Capacity Requred (lbs) g Anchor Capacity Required Ps) A' 11 A k 1. I il & 11 :b' ace Mullion Capacity (l ) A yg G a 0: :i± 1. 2: iff A' 2 Anchor Capacity Required (bs) A 2 A' G e. liil 3901bs Anchor Capacity Required (lbs) 2 A' cc A' C: A. 2 Anchor Capacity Required Qbs) :2 4 fili 328 Ibs Ate)-- -- Anchor Capacity Required (Ms) Mullion Capacity Qbs/ft2) [Anchor Capacity Required (lbs) 780 lbs 421n 170.0 620 170.0 435 170.0 744 170.0 478 1 170.0 688 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 48 In 170.0 708 170.0 524 ' 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 860 163.7 1637 170.0 880 140.3 1837 170.0 880 122.8 1637 170.0 880 50.625 in 170.0 747 170.0 683 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 1195 1 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 766 128.1 1552 170.0 758 110.4 1552 170.0 758 54 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1278 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 110.8 1455 170.0 861 97.0 1455 170.0 881 so In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 076 157.1 1309 170.0 944 139.7 1309 170.0 998 125.7 1309 183.5 994 104.8 1309 157.1 982 89.8 1309 167.1 982 78.6 1309 157.1 982 63 in 170.0 930 170.0 746 170,0 1118 170.0 850 182.9 1247 170.0 940 142.5 1247 164.5 883 128.7 1247 152.8 965 114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 1247 135.7 935 71.3 1247 135.7 935 66 In 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 138.5 928 103.9 1190 128.4 914 86.8 1190 119.5 896 74.2 1190 118.1 893 64.9 1190 116.1 893 IMull Lens 72 In 181.8 1010 169.8 877 ( 134.7 1010 144.8 869 116.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 87.3 1010 90.8 785 57.7 1010 67.8 790 50.5 1010 87.7 789 76 In 137.4 906 143.6 792 114.5 908 122.0 775 98.1 808 107.1 781 85.9 906 90.2 749 78.3 906 88.2 738 68.7 906 82.3 729 57.3 808 74.7 718 49.1 906 71.2 710 42.9 906 70.8 708 781n 127.1 861 132.8 754 105.9 881 112.5 738 90.8 681 98.6 725 79.4 881 88.5 713 70.8 861 81.0 703 83.8 801 75.4 894 63.0 661 68.1 861 45.4 861 04.5 675 39.7 861 83.7 872 90 In 82.7 646 85.4 574 88.9 648 72.1 684 59.1 848 82.9 554 51.7 648 56.1 545 46.0 646 50.9 537 41.4 648 47.0 530 34.5 848 41.5 519 29.5 848 38.2 511 26.9 848 38.5 507 96 in 80.2 568 70.1 508 58.6 568 69.1 499 48.7 568 51.4 497 426 568 45.8 483 37.9 586 41.4 476 34.1 588 38.1 470 28.4 588 33.4 459 24.3 588 30.5 452 21.3 568 28.7 447 100 In 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 28.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 308 17.1 449 20.4 381 15.0 449 18.9 356 111 In 44.1 425 45.0 355 36.8 425 37.9 379 31.5 425 32.0 373 27.8 425 29.1 367 24.5 425 26.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 425 18.6 343 120 in 34.9 384 35.5 331 29.1 384 29.8 326 24.9 364 25.8 321 21.8 384 22.8 317 19.4 384 20.6 313 17.5 364 18.7 309 144 in 20.2 253 20.4 233 10,8 253 17.1 230 TABLE 13B Anchor Capacity Table (Ibs) AHCHOr Clip Patterns Substrate: 2.7k Concrete 3.bk Corm. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18° Elco Ultracon 1/4" EIco Ultracon Elm) Ultracon 3/18` Elco Ullman 3/10` 1/4" Elco Ultracon 1!4" SS Elco AggreGator 6118° EIco Ultracon ltd" SS EIco AggreGator 910 Steel Screw (05) 912 Steel Screw (05) 812 Steel Screw (05) Edge ! Instance (In): 1" 2.112" 1" 21/2" 3.1/8° 1" 2 -112' 1" I 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 -1/4" 1 -1/4" it 1 -1 /4" 1 -1/4" 1 -1/4" 2° 1-3/6° 1-3/8" (see note 4) 2 Anchors @ 5" Mtn O.C. / (2) 2x5 Angle Clips (Fig. 1): 3901bs 3901bs 450 Ibs 8901bs 1700 Ibs 270 lbs 2601bs 3541bs 7401bs 4681bs 7201bs 19821bs 328 Ibs 4201bs 580 Ibs 4 Anchors (ffl 3.5" Min. O.C.1(2) 2x5 Angle Clips (Fig. 2y 780 lbs 780 lbs 790 lbs 1670 Ibs 2525 Ibs 640 lbs 560 lbs N/A 1120 Ibs 936 lbs 880 lbs 2364 Ibs 652 lbs 840 Ibs 1120 Ibs 8 Anchors @ 2.71° Min. O.C.1(2) 2x5 Angle Clips (Fig. 3): 1120 Ibs 1120 lbs 958 Ibs 2246 lbs 2254 Ibs N/A 840 Ms N/A 1059 lbs N/A 1320 Ibs NIA 878 Ibs 1280 Ibs 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. „ "„a) =ANCHOR CAP., . �`° 1 MULLION CAP. W,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 QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 45° BAY MULLION 3.250" (n z J J D W CO z 0 Et PRODUCT REVISED Bucild as omplying with the Florida lrig Code Acceptance No r1 2. Q Ex iratimnVate By f .M4 4. r r Mi : + ode Praduo + `� `\`111111111 / / /', �� ONE ..... �, * ->tc : No. 58705 7t!C6J.v //uS/ON/k- A. LYNII MILL1k, P.E. FL P.E.# 58705 .125° .125" 1" X 2" X .125" MULLION 6083 -T6 ALUM. X- SECTION 2.000" -- 1 1.000" }-- .125" 2.000" .375° J 1" X 2" X .375" MULLION 6083 -T8 ALUM. X-SECTION I-•-.125" 0 Jf STANDARD CLIP 6063 -T6 ALUM. X SECTION .125" .375 ". MIN. .375" MIN. 3.125" 2 5.500" CUT HERE TO CREATE F -CLIP, SEE r _ DETAIL F, SHEET 4 Q1.15" MIN. O.C. L_ 2 STANDARD CLIP 6063 -T6 ALUM. TOPVIEW 0.312" .125" .375" ----I 1.000" 1-- 2.750" 1" X 2.75" X .375" MULLION 6083 -T6 ALUM. X- SECTION t 5.500" - .375" MIN. U-CLIP 6063 -T6 ALUM. X-SECTION --j 1.000" r-- 2.750" 1" X 2.75" X .650" MULLION 6063 -T6 ALUM. X SECTION .338" MIN. U -CLIP 6063 -T6 ALUM. USED FOR ALL 1 "X 2" AND 1" X 2.75° MULLIONS, SHEETS 5.8 0.225" .TYP TOPVIEW .338" MIN. U -CLIP 8063 -T6 ALUM. 1" X 3.125" X .500" 0 II) MULL ONLY. SHEET 9 TOPVIEW A .338" MIN. U-CLIP 6083 -T6 ALUM. 1.25" X 3.188° X .265° MULL ONLY, SHEET 12 TOPVIEW OFFSET CLIP •125" 6063-T6 ALUM. 740" I TOPVIEW TABLE B --1 1. x.125" 2.000" 3.125" h 1.000 " -I I--1 250 " - -{ 1" X 3.125" X .5" MULLION 6063 -T6 ALUM. X- SECTION 2X5 ANGLE CLIP 8083 -T6 ALUM. X SECTION .125" 6.000" .375" MIN. 0.312" 3.000" 2X5 ANGLE CLIP 8063-T6 ALUM. TOPVIEW 3.188" .125" .285" 1.25" X 3.188" X .266" MULLION 6063 -T6 ALUM. X- SECTION Mull Dimension (sheet #) PGT Part # Mullion v Std. Clip I Offset Clip U-Clip I Angie Clip 1" X 2" X .125" (5) 66605 666113M 661118-M 6661118- 666243M 666511 M 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75" X .650" (8) 66608 666116M 6661121M 666246M 666514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25" X 3.188" X .265" (12) 66641M 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X .125" (15) 69370 N/A N/A N/A 866517M 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 1268 " -I 900" 1.28" X 2.11" X .125" MULLION 0083 -T6 ALUM. X- SECTION Dimension Value (In) For Mullion: A 1.625 1" X 2" X .125" Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 E .450 Min. • A 1.125 13 2.404 1" X 2" 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 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 B 3.000 1" X 2.75" 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" X 3.188" C 0.862 X .265" Alum D 1.762 Tube Mull E .450 Min. 1.26" X2.11" X A 1.813 '.121" Alum Tube Mull N Z O 2 LUW m D 1- z Z U d CO Z 0 Z W 0 U 6 3 (I)� 0 M 1 0 r PRODUCT REVISED as complyift withal() FMride Building Code an 'a . ... j E Accept , irationvate ce No ,'� 47../0 L + 16 r By , /i.__ �..r i1.1 Miami 0 de Produc ,��11ItIII \\`,� \�ty1 LYNN M /j!`�r��i lilt �'CZ` ••'y�CENSE? FAA i * . No. 58705 ='a (t 301st w' 1 : ��. • STATE OF �y A. LYNN M(LLR,�:E.:. FL P.E.# 58705 - "1.1.000" �-t- 4.000" --01 1.000" r--- 4.000" 1 "X4 "X.125" MULLION 6083 -T8 ALUM. X- SECTION --2.661" .126" 1 "X4 "X.375" MULLION 6063 -T8 ALUM. X SECTION 30° BAY MULLION 6063 -T6 ALUM. X- SECTION .125" 3.469" 1.87 .125" 7" 46° BAY MULLION 8063 -T6 ALUM. X- SECTION NOTES: .226 " - .375" MIN. 2.000° 1 1 1 .125" .125" STANDARD CLIP 8063 -T8 ALUM. X- SECTION 3.125" 5.500" CUT HERE TO 375" CREATE F -CLIP, SEE r' DETAIL F, SHEET 4 2.876" 2 1.15" MIN. O.C. 0 0 0.312" MIN. L� 2 STANDARD CLIP 8083 -T6 ALUM. TOPVIEW 6.500" _.375" 2.250" 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 .126" 0.312" .740" 717 2 OFFSET CLIP 6063-TO ALUM. TOPVIEW 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 3.000" 740" 2 - -.125" '125 "J U -CLIP 6083 -T6 ALUM. X SECTION U-CLIP 6083 -T6 ALUM. USED FOR ALL 1" X 4" MULLIONS, SHEETS 10 & 11 TOPVIEW TABLE D TABLE C -11-.125" 2.000" 125" 1 2X5 ANGLE CLIP 6063 -T6 ALUM. X- SECTION 5.000" 0.312" 0 0 2X5 ANGLE CLIP 6083 -T6 ALUM. TOPVIEW Dimension Value (In) For Mullion: F 3.687 1" X 4" X .125" G 1.000 Aluminum 11 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 Angie Clip 1" X4" X.125" (10) 69364 666111 M 6661122M 666241M 666518M 1" X 4" X .375" (11) 66610 666112M 6661123M 666242M 666519M 30 Degree (16) 66649 N/A N/A NIA 6665110M 45 Degree (17) .66650 NIA NIA NIA 6665111M 375" MIN. 1.375" MIN. 2.71" MIN. O.0 (BAY MULLS) 3.00" MIN. O.C. (1" X 4" MULLS) 1 $id o a MPACT RESISTANT ALUMINUM TUBE MULLIONS (1) Z N Z a) �r -,pp O !Sa ULLION AN 1 1 A A a PRODUCT REVISED as complying with the Florida Building Code Affiance No. E • ration date wittir \‘‘ .( LYNN Ap �� SON • j�F •* * • 140.58705 b tl 34111 'ce'~ ST TE F A. LYI h4'MiILbi, R.E. FL A.E.# 58705 Mull Dimension (sheet #) PGT Part# Mullion Std. Clip U-Clip Angle Clip 2" X 4" X .25" (13) 66602 666261M 666271M 6665112M 2" X 6" X .25" (14) 66804 666262M 666272M 6665113M NOTES: -"-� 1-*- -.125" 2 -11-.125" - -.125" 2.000" STANDARD CLIP 8063 -T6 ALUM. X- SECTION 2.125" U -CLIP 6063 -T6 ALUM. X- SECTION 2.000" 2X5 ANGLE CLIP 6083 -T6 ALUM. X- SECTION 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. 2.000" .125" .125" 1.490" 5.500" 3.500" .375" 0.225" .375" 5.000" 3.000" MIN. O.C. 1.344" 0.312" 4.000" 2.688" .250" 2 "X4 "X.25" MULLION 6063 -T6 ALUM. X- SECTION 3.438" 3.438" 2 3.438' .375" .250" 2.620" STANDARD CLIP 6083-T6 ALUM. TOPVIEW 5.500" .375" 3.500° CUT HERE TO CREATE F CLIP, SEE DETAIL F, SHEET4 .637" MIN. 0.0. U-CLIP 6083 -T6 ALUM. USED FOR 2"X4" Iy ULLION, SHEET 13 TOPVIEW 2X5 ANGLE CLIP 6083 -T6 ALUM. TOPVIEW .375" 5.000" 3.000" .375" 1.715" MIN. O.C. 1.500° 0.312" PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration pate .250" 6.000" 4.688" 5.438" 5.438" 5.438" 2" X 6" X .25" MULLION 6063 -T6 ALUM. X- SECTION .375" MIN. .250" 2.620"_.1 STANDARD CLIP 6063 -T6 ALUM. TOP VIEW .637" MIN. O.C. U -CLIP 6063 -T6 ALUM. USED FOR 2" X 8" MULLION, SHEET 14 TOPVIEW ade Produc ' "� • ,t1SIII U �� // \\N LYNN ..,0 M /�� .,, 'i �'�.• N....kGENs R` * . No. 58705 `,011 '• ;11 STATE OF . ' A. LYNN M rIIER, P.E. FL P.E.# 58705 2X5 ANGLE CLIP 6063 T6 ALUM. TOPVIEW EXAMPLE 1: SINGLE VERTICAL MULLION MU LEI NO ANCHORS IN HEAD F2. .LION IGTH 4 L S L ~• SEE L SEE L 4 4 4 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 +60.01-60.0 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 +60.01-60.0 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 CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 512 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 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. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 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 X 636 LBS 72.7 PSF = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH --1 j- / E SEE DETAILS, 32' FENESTRATION SHEETS S PRODUCT'S APPROVAL. r— I VERTICAL 1 MULLION L LENGTH OPENING HEIGHT FOR HORIZ. MULLION 72" r 1-1 SEE DETAILS, SHEETS 2-3 36 ", HORIZ. MULL LENGTH L-I-- �2•.- SEE DETAIL E, SHEET 3 SEE DETAILS, SHEETS 47- 2 -3 I 38', HORIZ. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL L_ 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 +1 -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 +/ -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 " +721'+2" =106 ". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALiTRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (CO LENGTH = 42 ", OPENING HEIGHT =120°) HAS A DESIGN PRESSURE OF +/ -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 CLIP 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: +1 -64.7 PSF FROM THE VERTICAL MULLION; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +1- -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. ram IMPACT-RESISTANT ALUMINUM TUBE MULLIONS W a N N O co Q t0 t 1 Z 1 OD PRODUCE REVISED as complying with the Florida Building Code Acceptance No En nation Este f/tAii[opir,(7. +i(► ['Miami r,.:. P r .I 00111111 1 ``\�`ON.( LYNN 4i, No T. 58705 ti SA cS A. LYNNIMaWR, P.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 /r / Pe gra r it III 1 HINGED ,DOOR / LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED /r / Pe gra V1IV SGD 00 1 1 1 HINGED ,DOOR / 1 LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULUON -WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL!TRIANGULAR LOADING: A rrAr .rrrrr/ V1IV SGD 1 1 1 LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW •7 �� rrri � � rrr. J II/ -1 �II ,or HINGED DOOR LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION il SGD LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OF 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. N 0 M0 t PRODUCT REVISED as complying with the Florida Building Code Acceptance No iratiop Elate By • Miami a ode Produc ' + of X1111 11140 i 56705 -k; N°• _ * W O • so. E O : LOR�pP F A. LYNW MIL92t, P.E. FL P.E.# 58705 MIAM COUNT BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp dba V & V Windows 2355 W 4th Avenue Hialeah, FL 33010 -1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami-Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "300" 8'0" outswing Glazed Aluminum Entrance Door - L.M.L APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door (L.M.I.) ", sheets 1 through 12 of 12, dated 02/24 /10 with revision `B" dated 08/09 /10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement is needed. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no chge in the applicable building code negatively affecting the perforinance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI- COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miatuklade.Gov/buildinecode NOA No. 10-0406.04 Expiration Date: September 01, 2015 Approval Date: September 01, 2010 Page 1 Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 -08, titled "Series Aluminum Out-Swing Entrance Door (L.M.I.) ", sheets 1 through 12 of 12, dated 02/24 /10 with revision `B" dated 08/09/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Aluminum outswing French door, prepared by American Test Lab of South Florida, Test Report No. ATLSF - 0403.02 - O8, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC -2007, dated March 18, 2010, prepared by A1- Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12 /11/10. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated April 30, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF - 0403.02 -08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed. by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo 3. Largaespada, P. E. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. G. OTHERS 1. None. E -1 Jaime D. Cascwt, P. E. Chief, Product Control Division NOA No. 10-0406.04 Expiration Date: September 01, 2015 Approval Date: September 01, 2010 1/8" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS .090" INTERLAYER .090" INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE SILICONE DOW 995 DOW 995 PECORA 895 PECORA 895 z 1- Z r- 2 CO aN \ C. \ rn I \ GLASS TYPE 'A' 5/15" OVERALL LAM. GLASS GLAZING OPTIONS GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS GLAZING DETAIL AT SIDELITE /TRANSOM THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE SHEET 2. SINGLE (0 /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 5. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS 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 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ;;HALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. trgr. JA'AD AMMO CML FLA. PE # 7Q592 C.A.N. 3.53E A 1 0 2010 Z n 42 OA - Ca- A. X lit LL O t1 4 o g C% w O O a'a a re Ce N N ON 4Of 10 N. Jn(9 -j 0 J c col 0 in .y COMP -ANL\W1O -08W N 0 N 0 M v 0. o U O v) s. C c•0in L` 3 t) 1 > • m c41 LI: v >r� o 1 10 .0 0 10 0 , 0.0PI J33 (V=t- 0 '0 0 O 0 C 0 0 N N 0 0 N v a drawing no. W10 -08 sheet 1 of 1 2) ) Csheet 2 of 12) 5" MAX. HEAD /SILL CORNERS 39 5/8" MAX. FRAME WIDTH 12" MAX. HEAD SILL N SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM (X) DOOR DIMS. GLASS TYPE A' GLASS TYPE B' FRAME WIDTH FRAME HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 37 -5/8" 96" 70.0 80.0 70.0 80.0 39 -5/8" 66.3 75.8 66.3 75.8 76" MAX. 5" MAX. HEAD /SILL CORNERS FRAME WIDTH ( 12" MAX. HEAD SILL SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH. 1• (XX) HEAD ANCHORS `� -AT STILE ENDS (4) AT 3" O.C. 26 3/4" MAX. D.L. OPG. (o DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITHOUT TRANSOM (XX) _ GLASS TYPE •A' GLASS TYPE 'B' FRAME WIDTH ✓ \ INT.( -) / II / II / _ HL., �/ \ \ \ \ \ \ \ \ // ,/i / / / / / / / / / D.l. OPG. 1 1 I % C/I, /I 70.0 / - /._ -__ \ / (E -- tt = = = \ ,/i M T \ II \ it II ,C I I I I �` } =- \ \ - 66.3 INACTIVE ACTIVE , SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH. 1• (XX) HEAD ANCHORS `� -AT STILE ENDS (4) AT 3" O.C. 26 3/4" MAX. D.L. OPG. (o DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITHOUT TRANSOM (XX) DOOR DIMS. GLASS TYPE •A' GLASS TYPE 'B' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.( -) EXT.( +) INT.( -) 72" 96" 70.0 80.0 70.0 80.0 76" 66.3 75.8 66.3 75.8 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr." JAVA) ANNA() CIVIL FLA. PE / 70592 C.N.M. 3538 AEI ed a4 c mlplyftg w th ilm- Wbt O'i+Zr �raQ /1172/Z4 ± r4 • �4aa Dade .7' • G102010er .✓ Z n O 4aus g ro re ti Cr) O d o t9 IL C 1 0• C~? it Cy 2 el O O '0.x C 5 O 0 ri ; • W Q N aw3�6 �+ IA - a 1' Zuni t? dW 2i 0 J a U c CC L to 0 v° a1 • C C,Q�•A '. Mato o o to • a 0 G. • > 3 = 2 I u .0a10oJ CV 0 g. c 0 a 0 N V NO CHANGE THIS SHEET n Vi o g 0 0 < m 0 N 0 0 a .a drawing no. W10-08 39 5/8" MAX. FRAME WIDTH 35" 5" MAX. HEAD /SILL CORNERS D.L. OPG. 12" MAX. HEAD SILL I I / SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED \ ACTIVE 0 76" MAX. FRAME WIDTH 71 5/16" D.L. OPG. 5" MAX. HEAD /StLL CORNERS 12" MAX. HEAD SILL i f la I I -- (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS At 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH (O /X) IO DOORS LOAD CAPACITY - PSF SINGLE DOORS WITH TRANSOM (0 /X) DOOR DIMS. GLASS TYPE 'A' GLASS TYPE 'D' FRAME WIDTH FRAME HEIGHT EXT.( +) INT.( -) EXT.(+) INT.( -) 37 -5/8" 120" 70.0 80.0 70.0 80.0 39 -5/8" 66.3 75.8 66.3 75.8 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED c. / II 11 / 11 / / / qr \ i4 \ H \ii \ // // 7, / / ACTIVE INACTIVE ALUM REINF. (4) ANCHORS AT TRANSOM ENDS DOUBLE DOORS N 1-3 1 T( 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH (O /XX) 26 3/4" MAX. D.L. OPG. DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITH TRANSOM (0 /XX) DOOR DIMS. GLASS TYPE 'A' GLASS TYPE 'g' FRAME WIDTH FRAME HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 72" 120" 70.0 80.0 70.0 80.0 76" 66.3 75.8 66.3 75.8 !0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5— DEC -219 Enyr: JAVAO AHM■D CIVIL FLA. PE # 70592 C.A.N. 3538 Florida Approved BB Date NOM Miami Div', By 41M0747. • O I- 42 • 0. 0 D. 1Z C ✓ G e• ni G a'a o at 33 r4 IA. W tN - _10coa d61s o° w N co 0 COMP - ANL \W10 -08W) ( > (305) 888 -1042 0. 0 o J •— o 03 1 LC a O d '0 ('-1 Z p ] ^ (revisions: ) ' r10 dote by - description 0• ) A 07.14.10 REV. PER 8CCO COMMENTS J 8 08.09.10 REV. PER 8CCO COMMENTS s rdr. by; NAM1D t 4 drawing no. W10 -08 (sheet 3 of 12 (sheet 4 of 12) DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM SIDEUTE WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPE 'A' GLASS TYPE 'B' SIDELITE W/0 REINF. SIDELITE W/ ALUM REINF. SIDELITE W/0 REINF. SIDELITE W/ ALUM REINF. EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 24 28 32 36 40 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 40 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80:0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 40 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 96 70.0 75.6 70.0 80.0 70.0 75.6 70.0 80.0 70.0 71.2 70.0 80.0 70.0 71.2 70.0 80.0 67.4 67.4 70.0 80.0 67.4 67.4 70.0 80.0 64.1 64.1 70.0 75.5 64.1 64.1 70.0 80.0 ALUMINUM STIFFENER NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. SURFA FALSE DECOR, MA 145" MTNENGRILLLL 26 3/4" MAX. 26 3/4" MAX. iO Y BE USED o D.L. OPG. a o D.L. OPG. m SIDELITE WIDTH ALUM REINF. MAX. 36 3/4" MAX. ___ _ __ _ _^ n USE AS PER CHAR LEAF WIDTH (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 A p p r o v e d as complying w 1 do Florida Data NOM Mi:,,,; . ,.: , ... y.. , By cn W a V z co O 1- q co N 1 2 N O• � CI � a L O d. 0 M 00 Cygiro o Oaac o catiii oN < W e 10 IL Z to _t• 0 .:1zM- • W1i0 0 O t 0 a 0 In dl 0 REV. PER BCCO COMMENTS m 0 .p 0 A 107.14.10 m drawing no. W1 0-08 FRAME WIDTH CLUSTER OF 31 3/8" 12" (4) ANCHORS t 2" - O.L. OPG. _ 3„ A AT HEAD /SILL - - HEAD I I TYP. ( () S 1 1 1 1 \ ✓ \ \ 1 \ - 1 FRAME HEIGHT 91 3/8° I I 11 / / \ \ 1 D.L. OPG. 1 1 1 1 I__ L _- __tt_ = i I I I I / \ O / / \ /l \ - „ O 1 ,k________ / i / \ / ..- ACTIVE \ INACTIVE - I I ( (II 1 1 1 `\ A 1 I I I I i I 4 ` "E APPLIED LEAF WIDTH (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 A p p r o v e d as complying w 1 do Florida Data NOM Mi:,,,; . ,.: , ... y.. , By cn W a V z co O 1- q co N 1 2 N O• � CI � a L O d. 0 M 00 Cygiro o Oaac o catiii oN < W e 10 IL Z to _t• 0 .:1zM- • W1i0 0 O t 0 a 0 In dl 0 REV. PER BCCO COMMENTS m 0 .p 0 A 107.14.10 m drawing no. W1 0-08 DESIGN LOAD CAPACITY - PSF SIDEUTES W/ SINGLE OR DOUBLE LEAF DOORS W/ TRANSOM SIDELITE WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPE 'A' GLASS TYPE 'B' SIDELITE W/ STL. REIN F. SIDELITE W/ STL. REINF. EXT.( +) INT.( -) EXT.( +) INT.( -) 24 ALUM REINF. 12" MAX. 70.0 80.0 70.0 80.0 28 ■ 70.0 80.0 70.0 80.0 32 96 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 40 70.0 80.0 70.0 80.0 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 32 102 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 40 -- -1� - 70.0 80.0 70.0 80.0 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 32 108 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 40 70.0 80.0 70.0 80.0 24 70.0 80.0 70.0 80.0 28 114 70.0 80.0 70.0 80.0 32 70.0 80.0 70.0 80.0 36 70.0 77.4 70.0 77.4 24 70.0 73.6 70.0 73.6 28 120 70.0 70.1 70.0 70.1 32 66.8 66.8 66.8 66.8 36 63.9 63.9 63.9 63.9 STEEL CHANNEL SIDELITE WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 3. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DOOR WIDTH CLUSTER OF FOR INSTALLATIO AND THRU W00( CLUSTER OF (6) OTHER a 0 SU FALS DEI 145" (9) ANCHORS FRAME WIDTH D.L. OPG. D ' D.L. OPG. D D.L. OPG. _ I I I I ALUM REINF. 12" MAX. I { { 'I I I I • H 1 r HEAD ■ ■ 0 I , t 20 7/8° o a. o � _ - -_ - -_ _ � O 1 O u / 1. 1 / \ \ I I FRAME HEIGHT 91 3/8" — a -- -1� - 1, 1 1I / \ n = = = == - / \ t a NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engr: JAVAD AHMAD CAL FLA. PE # 70592 CAN. 3538 Approved as rompIybB with the Florida Plda e ` FILL , IDato " r- salt -z 0 ti 04 0 N 0 scale: 1 /2 -1' -0" 0 drawing no. W1 o -08 sheet 5 of 12) 9/16" MIN. THROW BOLT PENETRATION 0 w s 3 _ ° ° al 4• • .. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING -+ -4- 14 1. 1 I I I I I I I U O 0 0 0 I I I I WEEPS Q 1/2" MIN. THROW BOLT PENETRATION SHIM SPACE 2 z Q q Q Q d , Q Q TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' OR (Fu =120 KSI, Fy =92 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 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 514 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 P51 MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. WEEPS: 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH END Engr:JAVAi1 AHMAO CIVIL FLA. PE # 70592 C.A.N. 3538 DOOR DETAILS A 7' 0 2010 OM Miami Ai 13y CO T n 0 0 0 a 0 W ca N 0 0. 0 U a 0 L c lL 0 a 0 J FAX. (305) 888 -1042 c 0 c 0 0. U m w '0 ul 2 2 0 6 a REV. PER BCCO COMMENTS .0 0 a v 0 0 0 0 0 0 a m 0 v N 0 0 1 a drawing a no. W10 -08 sheet 6 of 12 sheet 7 Of 12) 1/4" MAX. METAL STRUCTURE 1BY . W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • TYPICAL ANCHORS • SEE ELEV. • FOR SPACING EXTERIOR D.L.O. LEAF WIDTH FRAME WIDTH 1/4" MAX. SHIM 1/4" MAX. SHIM 2BY WOOD =UCK OR 000 UCTURE N ) 01.0. TYPICAL ANCHORS SEE ELEV. FOR SPACING NQ CHANGE THIS SHEET .0 LEAF WIDTH EXTERIOR 0 0 Q 0< FRAME WIDTH 0 a O DOOR DETAILS ) .c u drawing no. W1 a -08 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 SHIM SPACE 9/16" MIN. /- -THROW BOLT PENETRATION READ. AT DOUBLE (XX) DOORS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 D.L.D. FRAME WIDTH TRANSOM DETAILS Eng.: JAVAD AHMAD CM. FLA. PE # 70592 C.A.N. 3538 2010 1=twodas complying with IM X 11 • rala NOM • r.41:Er • •11- iMis$p• - m Z 1. o r 0 a2 N X LL r3 c3 o O iiii m x 0 5. v00 0, ag�tn o O ILa< O 4 N 2; 4 d u iii V) - o ..I0m< N 0 COMP- ANL \W10 -0 N 0 1 2 ) C 0 n 0 N 4, 0 REV. PER BCCO COMMENTS .0 4) 0 0 0 0 0 0 m 0 0 m 0 I .r a 0 0 8 0 u 0 5, u drawing no. W10-08 (sheet 8 of 12) I 1 v J_, L 0 0 I I r —t —t- 0 1•`' I 1 I I a.- 4._J - -,I I I I rn1 I SHIM SPACE 9/16" MIN. /- -THROW BOLT PENETRATION READ. AT DOUBLE (XX) DOORS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 D.L.D. FRAME WIDTH TRANSOM DETAILS Eng.: JAVAD AHMAD CM. FLA. PE # 70592 C.A.N. 3538 2010 1=twodas complying with IM X 11 • rala NOM • r.41:Er • •11- iMis$p• - m Z 1. o r 0 a2 N X LL r3 c3 o O iiii m x 0 5. v00 0, ag�tn o O ILa< O 4 N 2; 4 d u iii V) - o ..I0m< N 0 COMP- ANL \W10 -0 N 0 1 2 ) C 0 n 0 N 4, 0 REV. PER BCCO COMMENTS .0 4) 0 0 0 0 0 0 m 0 0 m 0 I .r a 0 0 8 0 u 0 5, u drawing no. W10-08 (sheet 8 of 12) ) a 0 ri w W TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING O J O 2 qd SHIM SPACE V 2 x tn TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING #10 X 3/4" FH TEKS AT 10" FROM ENDS AND 24" 0.C. MAX. D.L. OPG. #10 X 3/4" FH TEKS AT 10" FROM ENDS AND 24" 0.C. MAX. D.L. OPG. DOORS W/0 TRANSOM CAN BE WITH OR WITHOUT ALUM REINFORCING DOORS W/ TRANSOM ARE WITH STEEL REINF. ONLY SEE SHEETS 4 AND 5 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACING SIDELITE DETAILS Engr. JAVAD AHMA0 CIVIL FLA. PE #' 70592 C.A.N. 3538 /tpp[anG as col�gllylQg 1>1� f� }7 L, Gudl� NOM i s Ti . ! !� Di Hy _ . Z r. O Z i }■ W O • Q co CC 0 LL 0 a v Q 01 la 14 0 Oaa • For �° O Q W 3I i. U. W y . O < 6 sV 0 1 0 0 O 0 N 0 I 0 0 • a U 0 0 0 c >0w PI CO co 03 2 I .0 0 WI c -CO N Z 1- ) N 0 c 0 O. m 0 NO CHANGE THIS SHEET m O 0 o_ 0 0 m 0 o 0 a m 0 N 0 0 stole: 3/8 . 1 a a u drawing no. W1 o -08 sheet 9 of 12 sheet 100f 12) LOCKS: ACTIVE LEAF; OPTION 11; 3 POINT LOCK ASSEMBLY BY SULLIVAN AND ASSOC.' 7/16" X 3" THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 52 -3/4" FROM BOTTOM LOCK HANDLE AT 49 -1/2" FROM BOTTOM OPTION 1512; CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY ' SULLIVAN AND ASSOC.' LOCATED AT 46" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY ' SULLIVAN & ASSOC.' 1/2° X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -3/4" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38 -32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES: OPTION a 11; 4 -3/4" BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8 -3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12 -24 X 1/2" FH MS OPTION /2; 7- 13/16" THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8 -3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH li 10 -24 X 1/2" FH MS ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 V501 3/ DOOR FRAME HEAD /JAMB 6063 -T6 - 2 V502 1 FRAME SILL 6063 -T6 - 3 V503 1 SILL COVER 6063 -T6 - 4 V504 AS REQD. SIDELITE STILE 6063 -T6 - 5 V505 2/ LEAF TOP AND BOTTOM RAIL 6063 -T6 - 6 V506 1/ LEAF HINGE STILE 6063 -T6 - 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6063 -T6 — 8 V513 AS REQD. INACTIVE ASTRAGAL STILE 6063 -T6 - 9 V508 2/ LEAF SWEEP ADAPTER 6063 -T6 - 10 V509 AS REQD. SIDELITE ADAPTER 6063 -T6 - 11 V511 AS REQD. GLAZING BEAD - 5/16" GLASS 6063 -T6 - 11A V517 AS REQD. GLAZING BEAD - 7/16" GLASS 6063 -T6 - 12 V512 AS REQD. REINFORCING STIFFENER 6063 -T6 - 12A - AS REQD. REINFORCING CHANNEL STEEL 36 KSI 13 - 2/ LEAF 3/8" THREADED ROD STEEL - 14 - - - - - 15 V514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6063 -T5 1 -1/2" X 1 -1/2" X 3/16" 16 - - - - - 17 - 3/ LEAF BALL BEARING HINGE ASSEMBLY - - 17A - 3/ LEAF 3 PIECE HINGE ASSEMBLY - - 18 - - - - - 19 - AS REQD. FIN SEAL PILE WEATHERSTRIPPING - - 20 V516 AS REQO. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER ±60 21 #8 X 1/2" AS REQD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2" FROM ENDS & 8" O.C. MAX. 22 #10 x 2' AS READ. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 - AS REQD. SIDE LITE ADAPTER SCREWS ST. STEEL - 24 /8 -32 X 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS 25 - AS REQD. BUMPER SPACER SILICONE - 26 - - - - - SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. Engr:.JAVAD .Vi1tA0 CIVIL FLA. PE # 70592 E.A.N. 3538 Annoyed as complyingedlbtb• NOM Mf�xii Di By COMP— ANL \W1 w CD 0 N 0 c 0 0. 0 In N v 0 U 0 CO W a ry a NO CHANGE THIS SHEET c O .; P. 0 al* .. a O MI O 0 t N 0 4 8 108.09.10 scoie: 3/8 = i • n a drowing no. W10 -08 4.000 .078 TYP. 4.688 2.125 1.750 1� -2.016 4.000 FRAME HEAD /JAMB HINGE STILE r-1.750-1 5.313 .078 TYP. #12 -24 X 1/2" FH MS CRS TYPE 23 #10 -24 X 1/2" FH MS CRS TYPE 23 .626 I 17 1.984 3 PIECE HINGE BALL BEARING HINGE 3.500 4.688 4.000 () INACTIVE ASTRAGAL STILE 3.532 1 3.782 4.000 TOP & BOTTOM RAIL 1.7507 1.984 5.313 Z 0 Q g 0° IL O t C� O' i4 o O aaa ri O of 11 p N eiri 4 z a1 o LOCK /ASTRAGAL STILE c SWEEP ADAPTER 3.720 1.134 2.251 1.010 1.164 4.176 STIFFENERS SILL COVER 2.163 501 L1.575- SIDELITE STILE GLAZING BEAD - 7/16" GLASS .088 1.660 -.a 1.133 r-.498 Engrg JAVA), AHNAU CML FLA. PE 9 70592 C.A.ti. 3538 .078 TYP. .062 .814 1.313 10 SIDELITE ADAPTER 4.000 FRAME SILL .709 .050 e L -.609 GLAZING BEAD - 5/16" GLASS Approved as complying wlffi the Florida : • , Code Date �:! . • M ami NOM ) -. 1%7. Product C Divi By t drawing no. w10 -08 (sheet 1 1 of 12 Engr. JAVAD AHM&D P.A PE / 70592 C.A.N. 3538 AUG'' o 2010 Approved as aompIyingwith do Florida ^_ CI- Date 411 A' NOA# MEV, .s Miami L. • By t r _ 1 -11. 1 01 1, Z h O F- a2 o � CC 0 O a , 01V) 0 Oa.< g Ora CC 0 ui Zvi •0 LL z ,a Jt(l< d W I- COMP- ANL \W10 -08W ) (305) 888 -1042 C 0 .N 43 1- C 0 Q m d v A .0 NO CHANGE THIS SHEET 0 0 M O 0 rC Qi O 4' O 4' 0 N ✓ c i drowing no. W10 -08 (sheet 12 of 12 i4IAMi� DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, Fl 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation subniitted 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 `PW 701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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. BILE 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 shalt be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0504.05 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11845 SW 26 Street, Room 208 Miami, Florida 33175 -2474 Ti (786) 315 -2590 F (786) 315 -2599 www.mlamidaie.aov/neraf NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 Page 1 PGT Industries NOTICE OR ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 93- 1105.01) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s RTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC -2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environrnent, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Safex -- Clear or colored Iaterlayer" dated 04/21/11, expiring on 04/21/16. 2, Notice of Acceptance No. 11-0624.01 issued to E. 1. DuPont DeNemours & Co., Inc. for their "DuPont Butacit PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. E--1 Jaime D. Gaston, P. E. Product Control Section Supervkor NOA No 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn • Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Muller, P. E. (Submitted tinder previous NOA No. 10-0504.08) 5. Statement Letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. ( Submitted inter previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FM- -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PUT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. E —Z • Jaime D. Gascon,-P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR W000 SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED A ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 6" MAX. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03-0225.05 (CRETE -- FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. Reved By: J.J. Raved By: J.R. Reved By: P.K. Dote: 10/18/11 Dote: 3/31/10 Dote: 4/4/07 Drown By Dote: F.K. 7/14/03 Revisions: 0 ,�- 44 -1/4" VISIBLE LIGHT L 12 -7/8" MAX. 1 1 MAX. T 12 -7/8" MAX. O.C. WIDTH k- 48" FLANGE TO FLANGE 8 92-1/4" VISIBLE LIGHT 96" FLANGE TO FLANGE TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 2" MAX. --0.1 98 /4" FIN TO FIN 5" MAX. O.C. 45-1/4" VISIBLE LIGHT 5" MAX. O.C. 0 93 -1/4" VISIBLE LIGHT 96" 2" MAX. D — 48" 50 1/4" 1 /4" FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MSC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS LIST 8 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. i I-.— WIDTH --IA wirym WIDTH --10.1 0 w 0 w Iy WIDTH X 0 w 1 T z 0 W 1 1-"- WIDTH —"-1 E.— WIDTH --r-i 2010 FBC UPDATE Revlslones 0 COMPLETE REDRAW AND REORGANIZATION TO INCLUDE' INFORMATION FOR LARGER WINDOWS. Revner CHG. NOTE 2 TO REF. ASTM E 1300 -02 AND REVISE 8 ANCHORAGE NOTE J. Checked Eyeote: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Deseriptlon: ELEVATIONS AND NOTES Title: ALUMINUM PICTURE WINDOW, IMPACT Series /Madek PW -701 Scats: NTS Sheet: 1 at 8 Drawing No. 4259 -4 PRODUCT REVISED as complying with the Pl Building Code .w Acceptance No ! 4 Miami de Pro of Centro 510'1 001 111!111/1, O�� LYNN 'SIC ��`�` .•'4�CENS ' •. Fop '% * : NO.58705 "o • a' o AA tl w titE �� ©•••. STA OF ,''/ sNA-- c. \ 1��4yhn Ma k\ '.E. P.E.# 58705 Fin and Flanged Windows Maximum Design Pressure (+1. P8 7/16 Lolls 3/16A- ,090 PVB- 3/16 . 7 /16 Lam, tGs3 /16rMP- 7/16AfR 3/16A - .090 PVEI -3/16 • "A" or Ti" Dimension (in) V87.876 24 30 42 42 48 i 34 60 ts ;t b in 36 80.0 80.0 : i .0 80.0 80.0 80.0 80.0' 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 76.8 #r "A" antensrotl 80.0 80.0 80.0 80.0 80.0 79.3 71.1 64.0 80.0 76.8 80.0 80.0 80.0 80.0 75.0 70.0 64.0 80.0 84 80.0 80.0 80.0 74.3 68.3 63.6 96 80.0 85. 80.0 81.0 80.0 73.5 67.4 62.5 109.7 80.0 96 80.0 80.0 77.2 64.7 58.2 120 80.0 80.0 109.7 • o.0 80.0 72.3 58.3 128 80.0 80.0 0 80.0 80.0 70.4 145 80.0 80.0 128 80.0 80.0 70.0 145 80.0 80.0 Fin and Flanged Windows Maximum Design Pressure ( +I- psf) 7/16 Lands 3 /16HS- .090PV8- 3 /16LHS 7 /16LLIa11IIGs3 /161MP -7/16 AIR -3/16HS - .090PVB -3/16HS "A" ar "B" Dimension (in) 24 30 38 42 48 54 60 67.875 ts ;t b in 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 76.8 80.0 80.0 80.0 80.0 80.0 71.1 64.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 96 80.0 80.0 80.0 no 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 . NOTES: 7/16" LAMt GLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090' DUPONT BUTACITE OR SAFIEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS EXTERIOR so 11/16" NOM. GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/16" LAMI GLASS NOMINAL 7/16" AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS 1 1/16" LAMI GLASS NOMINAL .090" DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS R 22 EXTERIOR 00 11/16" NOM. GLASS BITE 1-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) "A" Sc "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. A" DIM. r+-- "B" DIM. - -0-1 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND U TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "8 ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). Raved By Date: J.J. 10/18 11 eV8• e: J.R. 3/31/10 Revell By: Dote: F.K. 4/4/07 Drown By Date: FK. 7/14103 Revisions: n C os: HA" DIM. _11.1 "B" DIM. PRODUCTRBVISBD es l � the Fonda Building Accept race CHANGED HS CAP TO TMP FOR 30' RULE I / 9,y r • 1/ INFORMATION FOR LARGER - .1 ON I 1r WINDOWS. Revisions: B NO CHANGE THIS SHEET Checked ByDate: 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: GLAZING DETAILS True: ALUMINUM PICTURE WINDOW, IMPACT Series/Model: PW -7o1r Scotto NTS Sheet: 2 of 8 Drawing No. 4259 -4 Rep ade Product Contra `t511111I1l,li N\\\ �{ L.YNN tit ,i��i • `a�• t,cENSB• . FOP * ' No. 58705 eta Xi 411/szi:' �.��'•PC0RIOP'•••• c; ",, 'LC. • 'NAT ti •, A. (AriiI&4IIer, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING, .131" (1/8 ") X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5" Q.C. MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 1 3/8" MIN. EMBEDMENT 1 .375" MIN. EDGE DISTANCE .375" MIN. EDGE DISTANCE 1/4" MAX. SHIM SEE 1_2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D -D 2X WOOD BUCK 1/4" MAX. SHIM OR FRAMING—) his— / (('0 ii .131" (1/8 ") X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5" Q.C. 0 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 0 2X WOOD BUCK OR FRAMING 0 18 on 22 C> R 21 0 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Revad BT J.J. Revs4 By. J.R. Roved By Dote: 10/18/11 Dote: 3/31/10 Dote: MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 --3/8" MIN, EMBEDMENT Revisions: Revisions: C NO CHANGE THIS SHEET OR ONLFR LARR NOWS f ON 7O tNGGUDt I INFORMATION LARGER Revisions: Drown By iJC Dote: 7/14/03 Checked Fyt ate: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: INSTALLATION, FINNED FRAME Title: ALUMINUM PICTURE WINDOW, IMPACT Series /Model: PW -701 Scale: Sheet: NTS 3 0 8 Drawing No. 4259 -4 D PRODUCT REVISED us complying with tho Florida Acceptance ce Code 111 ' Acceptmtco I<to 'moo DaYl►�xL 4 `‘`tltlllt1t /,� \\00tJ� LYNN 44 No. 58705 !� '• STATE OF ' <t! 4 FtORtOA.•w�N's A.J'.yhfil Mit9r',?. P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES Rived By J.J. Rend By J.R. SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 t MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4" MAX. SHIM 18 ORI Z21 17 R® INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 1/4" MAX. tr[�SHIM SEE ANCHOR GUIDELINES, SHEET 6 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDELINES, SHEET 7 1X W000 BUCK 1/4" MAX. SHIM MIN. CONCRETE KSI PER .. ANCHOR TYPE, -- o SEE SHEET 7 .:, OR 1.5 KSI MIN. CMU 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, --M'- SHEET 7 INTERIOR 18 R® 17 OR Q'I 90° CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 -Keyed i}y: Dote: 10/18/11 Dote: 3/31/10 Revisions: 0 Revisions: C NO CHANGE THIS SHEET INfORMATIONEFOR LAGER EWWIRNDAOWS HON TO INCLUDE Dote: Re /lion: Drown By F.1( Dote: 7/14/03 Checked 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Description: INSTALLATION, FLANGED FRAME This: ALUMINUM PICTURE WINDOW, IMPACT Seriee/kiodel: PW-701 Scelo: NTS Sheet: 4 of 8 Drawing No. 4259 -4 Rees D PRODUCT REVISED as complying with the Plaids Buildkg Coate 1r, Acceptance No I g i l V4 +:J 0IL\ BY Miami Undo Product Control ootll IH j>> /, ``\‘ ‘41 LYNN M /i� 4 ' No. 58705 ' • 7. '�• t0 oT. �( I�� STA E O ti 0��' 'hQ10P. � �: �''/,,1 ONAG A. LYrld IJu g, P.E. P.E.# 58705 MISC INSTALLATION DETAILS FtN FRAME WITH FIN REMOVED 1 3/8" MIN. EMBEDMENT SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR 1 /4" MAX. SHIM BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE -� #12 STEEL SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) SE LF— DRILLING 1/8" NOM. MIN. #12 STEEL SELF — DRILLING SMS (G5) FIN FRAME WITH FIN REMOVED L SEE ANCHOR GUIDELINES, SHEET 7 JNTERIOR 1X WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR r.' • GUIDELINES, .••• :- SHEET 7 H.: MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR SEE ANCHOR s.':- GUIDELINES, :' SHEET 7 •• . : L MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1 X WOOD BUCKSTRIP 1 1/4" MAX. SHIM DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063—T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8" NOM. MIN. EXTERIOR METAL FRAMING A36 STEEL: Fy =36 KSI MIN. .125" MIN. WALL THICKNESS 1 -3/8" MIN. EMBEDMENT EXCLUDING POINT #12 STEEL SELF —DRI W NG SMS (G5) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) t 1/4" MAX. SHIM EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 2X WOOD BACKER EXTERIOR FULL — LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) #12 STEEL SELF — DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4" MAX. SHIM EXTERIOR STEEL STUD Fy =33 KSI MIN. 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE STEEL STUD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Reved By J.J. Raved By: J.R. Reved By Date: 10 /18/11 Date: 3/31/10 Dote: Revisions: D NO CHANGE THIS SHEET Revisions: C COMPLETE REDRAW AND REORGANIZATION TO INt'WbE INFORMATION FOR LARGER WINDOWS. Revisions: Drawn By Dote: Checked @y0ote: F.K 7/14/03 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 poso'liey Description: INSTALLATION, FINNED FRAME T1Ue: ALUMINUM PICTURE WINDOW, IMPACT Series /Model: PW -701 scalp: NTS Sheet: 5 of 8 Drowtng No. 4259 -4 PRODUCT REVISED as complying with the Florida Cad1 Building e 1 15 Acceptance No Exp ode Product Control ` \t11111111t11!// ` \� .{ L.Y.N. N /0 /4 ,/ . / ��• L,Gi^NSLr '•F'Q /,' * • No. 58705 r 13.• STATEP.E O 870 .•}`�; ,FISSION A iL A. IL IrIr} tl 11flter, P.E. .# 55 Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1-4) Anchor Description Anchor Type N,, ' "A" or "B" Dimension (In) 24 30 36 42 48 54 60 67.875 Anchor Location* 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 "B" or "A" Dimension (in) I 114" Steel Ultracon __ Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 5 6 5 6 5 6 6 6 8 7 6 7 6 48 Jamb 4 4 6 4 5 4 5 4 5 5 5 5 5 5 8 5 5 5 6 5 5 5 6 5 8 5 6 5 5 5 6 5 Head /Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 .6 6 7 6 6 8 7 6 7 7 8 7 80 Jamb 5 ^5 6 5 6 5 6 5 6 6 6 6� 6 6 7 8 6 8 7 6 7 6 7 6 7 6 7 6 7 6 7 6 Head/SIII 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 6 5 8 5 6 6 7 6 7 6 7 6 8 7 8 7 67.$75 Jamb 6 6 7 6 7 6 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/SNl 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 8 7 8 7 Jamb 6 6 8 6 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 76.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Head /Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 84 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8. 10 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 8 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head /Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 149.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 *Width and Height dimensions maybe reversed to locate anchor quantities on the table. If so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head /Sill 120 Jarnb 10 -10 13 10 11 10 13 10 11 11 13 -11 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 Head /Sill 2 2 2 2 3 3 3 3 4 3 4 3 145 Jamb 12 12 15 12 13 12 15 12 Head/Sill 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Raved By(bote: J.J. 10/18/11 Raved By: Dote: J.R. 3/31/10 Raved By: Date: F.K. 4/4/07 Drawn By Dote: F.K. 7/14/03 DIM. L Anchor ape Anchor Description . Substrate Min. Edge Distance Min. Embed - ment _ #12, Steel screw (05) ., S. Pine_ M ...0.864" 1.375" ._ 1 #12, Steel screw (05) it-I. Stud, Gr 33 0.324 .048 " /18Ga #12, Steel screw (05) Alum. 6063 -T6 0.324" 0.125" #12, Steel screw (05) A38 Steel 0.324" 0.125" #14, Steel screw (05) S. Pine 0.964" 1.375" 2 #14, Steel screw (05) Stl. Stud, Gr 33 0.361" .048 " /183a #14, Steel screw (G5) Alum. 6063-T6 0.361" 0.125" #14, Steel screw (05) A36 Steel 0.361" 0.126" 3 114" Steel Ultracon __ _ _ S. Pine 1" _ _ 1.376 "_... 1/4" 410 SS CreteFlex S. Pine 1" 1.375" 4 5116" Steel Ultracon S. Pine 1.26" 1.375" "A" & "6" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "B" DIM. --el "6" DIM. Revtatone: D Revisions: C NO CHANGE THIS SHEET COMPLETE REDRAW AND REORGANI /AH ON 10 INCLUDE INFORMATION FOR LARGER WINDOWS. Reats/one: 8 Checked NEW SHEET Hate: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 50X 1529 NOKOMIS, FL 34274 Description: ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Sertee/Mode1: PW-701 Seale: NTS Sheet: 8 of 8 Drawing No. 42594 Raw: PRODUCT REVISED as c plly ngcwith the Florida `rg j j,, Acceptance No 1 %` I V. Miami Dade Product Control ottlll117, /l`1 ♦.�N`'N1 ..Y r4 43N1 / tit/ /// \ '�� •• v‘ceNSF '•, t�A '�� No. 56705 • alit �••• • FtORK.tF. '*(j� ♦" X! 44'bhl IJi87her, 0 P.E. P.E.# 55 f0 Head, Sill and Jamb Anchor Quantities int M ry (Anchor T pes 5-7) ` Anchor Description Anchor Type' "A" or "B" Dimension (in) 24 30 36 ' 42 48 54 60 67.8 Anchor Location* 5 6 7 5 6 7 5 6 1.563" 5 6 7 5 6 7 5 6 7 5 6 7.' 5 6 7 Jamb 4 3 3 4 4 3 4, 4 3 4 4 3 4 3 4 4 3 4 3 4 4 3 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 6 6 5 6 6 5 7 7 6 48 Jamb 5 4 4 5 5 4 5 5 4 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 Head /Silt 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 8 7 6 6 8 7 7 80 Jamb 6 5 5 6 6 5 6 6 5 7 6 6 7 6 6 7 6 6 7 6 6 7 6 6 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 67.875 Jamb 7 6 6 7 6 6 7 7 6_ 8 7 7 8 7 7 8 7 k 7 8 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 8 7 "B" or W Dimension {m) 72 Jamb _ 8 6 6 8 7 8 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 Heady r- . 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 78.8 Jamb 8 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 1 8 8 Head /Sill Jamb 2 9 2 7 2 7 3 9 3 8 3' 4 .„..4_,.....3--5--6— 9 8 7 9 8 4 8 6 10 5 8 5 8 7 10 6 8 6 8 85.3 H II 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 VI Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 :r 120 Jamb 13 10 10 13 11 10 13 11 10 ' Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/Sill 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head /SIII 2 2 2 3 3 3 4 4 3 145 Jamb 15 12 12 15 13 12 Head/Sill 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32Fr2. 2. FOR SIZES NOT SHOWN, ROUND INP. TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. "A" 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B ") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Reved By J.J. Raved By: Dote: 10/18/11 Bode: 3/31/10 CQ Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed- ment _ 5 1/4" Steel Ultracon 114" Steel Ultracon Hollow Block 2.7k Concrete 1" 1" 1.25" 1.375" 6 1/4" 410 SS CreteFlex Hollow Block 1" 1.25" 1" 1/4" 410 SS CreteFlex 3.35k Concrete 1" 7 5/16" Steel Ultracon Hollow Block 1.563" 1.25" 5/16" Steel Ultracon 3.5k Concrete 1.25" 1" "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. h+— "8" DIM. —wI H- DIn4.H "8" DIM. Revisions: Revisions: C NO CHANGE THIS SHEET INFORMATION FOR LARGER EWNDOWS HON TO INCLUDE Reved By: F.K. Drown By •FK Dote: 4/4/07 Date: 7/14/03 Revisions: 8 NEW SHEET Checked Dote: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: ANCHORAGE, MASONRY SUBSTRATE Title: ALUMINUM PICTURE WINDOW, IMPACT Seriee/Model: PW -701 Scale: NTS Sheet: I Drawing No. 7 of 8 I 4259-4 PRODUCTREVISED as complying with tho Florida Building Cede Acceptance No 1 4111 , B Muni Dade Product Contro %titIIII1! No. 58705 r �C nT • • STATE F 4tv �•. • FLORtOP.•'G�� A. 144Thi twli811 P.E. P.E. jI 58705 2.784" -- • -['-�— .094" 2.500" .062" —0-II-ft- .077" 1.125" 1 INTEGRAL FIN FRAME MAT'L: 6063 —T5 DWG NO. 4256A T .062" --- .970" —0-{ .050" -- s. -II-•- 7/16" LAMI GLASS BEAD 6;7), 6063 —T5 DWG NO. 4255 i .975" 1 -1/16" LAMI I.G. GLASS BEAD �t MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER (; MAT'L: 6063—T5 DWG NO. 4224 1.875" .062" .500" �• .094" .062" — 2.784" FLANGED FRAME 2 MAT'L: 6063 —T5 DWG NO. 4253 Roved By: J.J. Roved By J.R. Dote: 10/16/11 Date: 3/31/10 ITEM DWG # PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 789 PQX #8 x 1 Quad PH SMS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7116 lami glass bead 11 4254 64254 1 -1/16 lami I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7/16" lami glass: 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 18 1 -1116" lami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4262 64262 Architectural corner key 21 7116" lama glassy 3116" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 22 1- 1/16" lama I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened Revisions: Revisions: C NO CHANGE THIS SHEET COMPLETE REDRAW AND RLORGANILAIION TO INCLUDE INFORMATION FOR LARGER WINDOWS. Revsd By: Dote: Revisions: Drown By F.K. Dote: 7/14/03 Checked Eyaate: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Ceecriptlon: EXTRUSION PROFILES & PARTS LIST Title: ALUMINUM PICTURE WINDOW, IMPACT Series /Node: PW -701 Scots: NTS Sheet 8 el 8 Crowing "o. 4259 -4 ReD PRODUCT REVISED ac complying Ba1dingCadcs with � the Fiorida �yi4- Acceptance No .. t • s ado Product Cantro tlttrll / /'/ •N Hjfl i�f ` �• •y�G�NSfi''•�F4' * No. 58705 • !Y :11:111dr: • :•�� A. 'P • • P.E.# 58705 timmin DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, RI 34273 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction material& 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 (inn areas other than Mianti 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 A+t ii -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 "CA 740" Aluminum Casement Window APPROVAL DOCUMENT: Drawing .No. 7045 -8, titled "Ahuninum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision sump with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile and Small Nile 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 hi 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. 08-0117.11 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION t 1805 SW 26 Street, Room 208 Miami, Florida33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov /oeral NOA No. 11- 1110.18 Expiration Date: May 22,2013 Approval Date: February 09,2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufaciureias die drawings and sections. (Submitted wader previous NOA No. 05-1129.11 and 03-0611.02) 2. Drawing No. 7045 -8, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 2. along with marked-up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4607 and FTL -4608, dated 05/10/05, both signed and sealed by Edmundo Largaespada, P. E. ( Submilted under previous NOA No. 05-1129.11) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FM-3729, FTL- 3587, FTL -3582 and FTL -3580, dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted wader previous NOA No. 08-0117.11) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and R atory Affairs (PERA) E -1 Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite®PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solana, Inc. for their "Saflex - Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. F. STATEMENTS I. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC-2010, dated 10/29 /11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 01111108, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08-0117.11) 5. Laboratory compliance letters for Test Reports No.'s I'TL -4607 and FTL -4608, issued by Fenestration Testing Laboratory, Inc., dated 05 /10 /05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted undue previous NOA No. 05- 1129.11) 6. Laboratory compliance letters for Test Reports No.'s FMr -3729, FM-3587, FTL -3582 and FM-3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03 /02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) G. OTHERS 1. Notice of Acceptance No. 0S- 0117.11, issued to POT Industries for their Series "CA -740 Aluminum Casement Window approved on 05/15/08 and expiring on 05/22/13. Jaime D. Gaseon, P. E. Product Control Section Supervisor NOA No. 11 1110.18 Expiration bite: May /2,2013 Approval Date: February d9, 2012 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. . B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8' AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AP'. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. X CONFIGURATIONS OPTIONS O 0 X 1 X X X 0 O x 3 X X O X UNEQUAL LITES X O UNEQUAL LITES O x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 IN MIAMI -DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.d 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS I COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. D A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR k-i "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR 144 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN Q SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. L\7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Raved By. F.K. Dada: 7/10103 Revisions: NO CHANGE THIS SHEET Raved By. F.K. Dais: 6/23/05 Revisions: D ADD 78" HT., GLASS TYPES FAND G REVISE ANCHORAGE. J.J. �o Date: 10/24/11 Reviews: FBC 2010 CODE CHANGE & 30'RULE Drawn By Date: Checked By: Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Visibly Better NOTES AND TABLE OF CONTENTS Asa: ALUMINUM CASEMENT WINDOW, IMPACT 8eaos Model: CA -740 scow NTS 1 et 13 Drawing No. 7045 -8 Row PRODUCT RIIVlSBD as complying with dso Florida Building Cade Acre tnnco No s. 1"" tt td4 Miami Dade P : at Centro ``t%%Illlitlt/ `1 t+ • LICENSE' -r No. 58705 '* • • STATE OF A Lynn ''Youtani, ) .E. p.E.# r►t7OB 0 1/8" ANNEALED OR --� HEAT STRENGTHENED GLASS -�-- .090 PVB INTERLAYER I-"- 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 3/8" AIR SPACE 1/8" HEAT STRENGTHENED A OR TEMPERED GLASS 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT (--�-- STRENGTHENED GLASS .65" NOM. GLASS BITE I 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED 3LASS AIR 'PACE . 1/8" ANNEAL D OR A TEMPERED LASS 13/16" r IN MIAMI -DADE ANY IG UNIT a INSTALLED OVER 30' MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL PRODUCT REVISED as complying with the Florida Building Coda Acceptance o 1 -� i 1Q40 Rend By: EK Royalty: F.K. Data: 7/10/03 vats: 8/23/05 Revisions: C Revisions: D NO CHANGE THIS SHEET ADD 13/18 "LAM! I.G. W /7J18"IAMI & CORRECT 518•1AMl DETAIL Mood By J.J. Doke 10124/11 newatonig E 30'RULE Down By Dale: Checked By Date F.K. 03/25/03 1070 TECHNOLOOYORIVE NOKOMIS, PL 34276 P.O BOX 1829 NOKOMIS FL 34274 1123_,T Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT gel: CA-746 NTS Shoe 2 of 13 Don* 7045-8 CENTERLI NE 1 1/2 "�- ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL -\\ TYP. (2) Rend 8y. F.K. 13" MAX. O.C. t 4" MAX. t 4" MAX.-a.- Dale: 7/10/03 SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" \ 4" MAX. -- / 7" -"- 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. '�- DAYLIGHT -�- O PEN ING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 -I- SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. IDAYLIGHT OPENING 13" MAX. O.C. i 4" MAX. f 4" MAX. Ira 30" MAX. DAYLIGHT OPENING \�� —�.� 141 /2" MAX. Q.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: 'X' PANEL MAY SWING IN EITHER DIRECTION • O 1 r 37" MAX. VENT TYP. V 1 1 1 1 1 1 ( 1 1•' t 1 13" MAX. O.C. 60" MAX. FIXED T A 69" MAX. DAYLIGHT OPENING / A 76" MAX HEIGHT 1 -1 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING 0 76" MAX. HEIGHT 1 PRODUCT REVISED as complying with cite Florida Buoding Cade Acceptance No t ""' t t + J "la Da • - faCY Wand Dade Product Contro Revisions: ADD HINGE LOCATION DETAILS Rend BF F.K Date: 8/23/05 Revtelane: D CHANGE MAX. HT. TO 76' AND MAX DLO TO 69" Revert ale J.J. Date: 10!24111 Revisions: E NO CHANGE THIS SHEET NMI 8Y Date: Cheated By: Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1628 NOKOMIS, FL 34274 Visibly Better "XX" & 'XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT sedst • CA-740 NTS Sheet 3 of 13 OnovIng No. 7045-8 0%10 11 1 1 Ni /, \\‘ ``�.i LYNN 4,//44 / //i .4•C.),. • GENS '•fiP "i • No 5s705 • ;SAO•• STAfC •��: �,••. FLORt9 :'•�C9� ijSStONAtL 1 A. Lynt1 I�IIIW. P.E. P.E.# 58705 / \ ,:/// </C I<\ X \ SEE Mf ETING RAIL DETAIL •• YI6. (2) X- \ i \/ , - t \�� —�.� 141 /2" MAX. Q.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: 'X' PANEL MAY SWING IN EITHER DIRECTION • O 1 r 37" MAX. VENT TYP. V 1 1 1 1 1 1 ( 1 1•' t 1 13" MAX. O.C. 60" MAX. FIXED T A 69" MAX. DAYLIGHT OPENING / A 76" MAX HEIGHT 1 -1 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING 0 76" MAX. HEIGHT 1 PRODUCT REVISED as complying with cite Florida Buoding Cade Acceptance No t ""' t t + J "la Da • - faCY Wand Dade Product Contro Revisions: ADD HINGE LOCATION DETAILS Rend BF F.K Date: 8/23/05 Revtelane: D CHANGE MAX. HT. TO 76' AND MAX DLO TO 69" Revert ale J.J. Date: 10!24111 Revisions: E NO CHANGE THIS SHEET NMI 8Y Date: Cheated By: Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1628 NOKOMIS, FL 34274 Visibly Better "XX" & 'XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT sedst • CA-740 NTS Sheet 3 of 13 OnovIng No. 7045-8 0%10 11 1 1 Ni /, \\‘ ``�.i LYNN 4,//44 / //i .4•C.),. • GENS '•fiP "i • No 5s705 • ;SAO•• STAfC •��: �,••. FLORt9 :'•�C9� ijSStONAtL 1 A. Lynt1 I�IIIW. P.E. P.E.# 58705 Reved By FIG Rend FR. Roved By J.J. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 141/2" MAX. O.C. VENT HEAD & SILL ONLY Date: 8/23105 xevk/one: C 13" MAX. O.C. r37" MAX. WIDTH 30" MAX. -0-DAYLIGHT --- OPENING 4" MAX. 69" MAX. DAYLIGHT OPENING 4" MAX. � ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. A 76" MAX. HEIGHT 14112" MAX. O.C. 30" MAX. 53" MAX. J0- DAYLIGHT --�- --•— OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) —60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. F- 4" MAX. -�-- DAYLIGHT OPENING t 1 t t 1 11 ti L A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 0 4" MAX. _�A [....1_13» 13» MAX. O.C. 4" MAX. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING j / -F-- .1 13" MAX. O.C. --- 37" MAX. VET 60" MAX. FIXED • 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVAT ON 'F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) Date: 7/10/03 Revkbna: D ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX. HT. TO 76" AND MAX DLO TO 69" Date: 10/24/11 Revlebnx E NO CHANGE THIS SHEET DraxnSy: Date: Checked By Date: F.K. 12/17/02 F.K. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better X , O'; "XO" & "OX" ELEVATIONS tow ALUMINUM CASEMENT WINDOW, IMPACT dot eetModet CA -740 NTS sneer • 4 or 13 Orewbv No. 7045 -8 E PRODUCTItEVISBD as complying with the Florida Building Cade Acceptance No Bxp_ • n ato B 10 •l$ AbIS Miami Dade Control COMPARATIVE ANALYSIS TABLE 1. 1"X" WINDOWS TEST REPORTS: FTL -3 2, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE, 5 /16" LAMI -VV 1/8 "HS,.090,1 /8 "HS) °X,. WIDTH HEIGHT . 26 31 36 38 318 43 48 50 5/8 54 57 60 63 :6 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS G POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.1 -99.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7 '.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 ' 0.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261 /2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -: .8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7+ i -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 " 6.2 -53.453.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 ?& 0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 .6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 0.0 -87.8 70.0 -84.4 70.0 34 - A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48. • ' - • -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70..s -- .! 0.0 PRODUCT R REVISED as complying with the Florida Acc Code Acccpta°n�t°N"o - �+ pt 10 .iE 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44. -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - • .0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41. 41.1 -38.6 •38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0_ -75.0 70.0 -75.0 70.0 -75.0 0.0 -75.0 70.0 -75.0 70.0 -75.0 7•.: -75.0 70.0 1 2' TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -" 7 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.01 70.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 d GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3116 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 1 -55.01 55.0 to - NOTES: Q X Miami Dade Product Contra t FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1 /4 "- TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ``ttittitrllJ,i'` . \\N• o�y.{.... M/lt / /,. ∎‘ �`t` .•'' c.ivs,:'••f•P '. 'k�• �` �'•. * * No. 55705 ��•'• G0 �(/. STATE : ' �. i�iC.''•., Flp�t4?;f•' G`� '' 7j sSl'• "'.•' T.> N\` 7,, I I tONAsL 'CNO A. Lyntf I�Illl�i; P.E. P.E.# 88105 Resod By: F.K bate: 7/10103 Revisions: C NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. sox 1629 NOKOMIS, FL 34274 T PRESSURES- X CONFIG. WINDOWS Roved Or Rate: 06 Revisions: D REVISE ANCHORS & ADD 76u HEIGHT OPTION ALUMINUM CASEMENT WINDOW, IMPACT Rend By J.J. brawl By: F.K. 10/24/11 bete: 12/17/02 E Checked 8y. NO CHANGE THIS SHEET bate Visibly Better 8!?i*** CA -740 I TS sh": 5 of 13 No. 7045 -8 E COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH 37 43 48 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) HEIGHT 26 31 36 • 38 3/8 43 48 50 5/8 54 57 60 63 A A A NEG -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 NEG - 75.0 -75.0 -75.0 POS 70.0 70.0 70.0 NEG -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 NEG - 75.0 -75.0 -75.0 POS 70.0 70.0 70.0 NEG -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 NEG -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 NEG -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 NEG -75.0 -75.0 -75.0 531/8 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 70.0 -69.6 69.6 -75.0 POS 70.0 70.0 70.0 70.0 -65.2 65.2 NEG -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 NEG -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 NEG -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 -72.1 - -63.0 70.0 -69.5 69.5 -67.5 67.5 63.0 -60.8 60.8 - 58.0 58.0 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5- -54.9 54.9 -56.1 -51.8 56.1 -53.8 53.8 -50.4 50.4 -47.7 53.4 47.7 X 51.8 -48.6 48.6 -45.2 45.2 - 42.4 42.4 72 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1- 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) TABLE 5. ALL 'XX" SIZES UP TO 74" WIDE x 63" HIGH I -75.01 70.0 "XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) TEST REPORT: FTL -3580 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL-4607, FTL-4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH -55.0 1 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. RevadBy: 1.d By: F.K. Date: Rem Dete: 6/23/05 Rev:alone: 0 REVISE ANCHORS 5 ADD TABLES 76- HEIGHT OPTION RevJeday: J. Date: 10/24/11 ,e,,e: E NO CHANGE THIS SHEET Drawn By: Date: Checked By: Dale: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I GT Visibly Better Description: PRESSURES- XX CONFIG. WINDOWS lidgg ALUMINUM CASEMENT WINDOW, IMPACT Sedes/Mod& CA-740 NTS Sheet 6 el 13 DmWrIgNa 7045 -8 Rev: E PRODUCTREVWSED as complying witlt the Florida Building Cade Acceptance No Date ..nip M* iam f i e Froduct Centro 1l 00%1I11111/, \``\\�O s{. LYNN M21 », $ v.cEN4.'•..F,A * ' No. 58705 • * r L 4 * re ��Q.' S5'A E Q ( ''1(/�- / / /797ONAL t' o. A. IM h1Nl}Mr } l. P.E.# 68705 COMPARATIVE ANALYSIS TABLE 6. "0" & 1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/18" LAMI (1 /8 "A,.090,1 /8 "HS) B. 5/16" LAMI (118 "HS,.090,118 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5/16" LAMI -W/ 1 /8 "HS,.090,1 /8"HS) F.13116" LAMI (118 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT WIDTHS _ " 11/"\11 X0Xa .! /� I� A 36 72 B,E 28 NEG'POS -75.0 70.0 -75.0 70.0 31 36 NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 38 3/8 NEG POS -70.4 70.0 -75.0 70.0 43 NEG POS -60.4 60.4 -75.0 70.0 48 NEG POS -54.3 54.3 50 5/8 NEG POS 54 4 NEG POS -47.9 47.9 -75.0 70.0 -75.0 70.0 -51.1 51.1 -75.0 70.0 57 NEG POS - 44.8 44.8 -75.0 70.0 60 -42.2 42.2 63 -39.7 39.7 -75.0 70.0 67 72 76 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 41.1 -38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 391/2 79 42 84 A B,E C,F A -75.0 70.0 - 75.0.70.0 -90.0 70.0 -75.0 70.0 -75.0 -75.0 -90.0 -75.0 70.0 -67.8 70.0 -75.0 70.0 -90.0 70.0 -62.4 70.0 67.8 70.0 70.0 62.4 -90.0 70.0 -62.1 -75.0 -90.0 -58.4 62.1 70.0 70.0 58.4 -90.0 ' -55.7' -75.0 -90.0 -63.3 70.0 -90.0 55.7 70.0 70.0 63.3 -49.8 -75.0 -90.0 -58.4 70.0 49.8 70.0 70.0 56.4 -90.0 70.0 -90.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -46.9 -75.0 -90.0 46.9 70.0 70.0 -53.4 53.4 -43.6 -75.0 -90.0 -50.0 43.6 70.0 70.0 50.0 -41.1 -75.0 -90.0 -46.9 70.0 41.1 70.0 70.0 46.9 -90.0 70.0 -38.6 -75.0 -87.4 -44.3 38.8 70.0 70.0 44.3 -75.0 -83.2 -41.9 70.0 -55.01 55.0 36.5 70.0 70.0 41.9 -55.01 55.0 -55.01 55.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -59.3 59.3 -53.6 53.6 B,E -75.0 70.0 48 96 C F. A -90.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -50.9 -75.0 50.9 -47.5 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 -65.0 70.0 -90.0 65.0 -54.3 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 70.0 -75.0 -81.8 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.9 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 70.0 -72.4 70.0 -692 2 -55.01 55.0 42.5 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 64.1 501/2 101 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 46.9 -43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -55.01 55.0 -55.01 55.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 531/8 106 3/8 A B,E -75.0 70.0 -75.0 70.0 -58.7 -75.0 C,F -90.0 70.0 -90.0 58.7 -48.7 70.0 -75.0 70.0 -90.0 48.7 -45.4 70.0 45.4 -90.0 -50.0 70.0 .-50.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -46.1 46.1 -44.2 44.2 -42.2 42.2 66.8 -63.5 63.5 -60.5 40.1 -38.0 38.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 36.2 70.0 -52.81 52.6 70.0 -90.0 70.0 -88.6 70.0 108 A -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 -76.4 -45.3 70.0 -71.1 70.0 -66.5 66.5 63.0 -60.0 60.0 -57.3 57.3 -53.81 53.8 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 551/2 111 57 114 C,F A B,E C,F A B,E -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 70.0 -90.0 57.1 -46.4 70.0 -75.0 70.0, -90.0 56.2 -44.8 70.0 -75.0 70.0 46.4 70.0 70.0 44.8 70.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 70.0 43.3 70.0 70.0 42.1 70.0 -86.9 -47.5 -75.0 -84.3 -46.2 -75.0 70.0 47.5 70.0 70.0 462 70.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 70.0 43.9 70.0 70.0 42.5 70.0 -70.1 -42.2 -75.0 70.0 42.2 70.0 -41.2 -75.0 68.4 41.2 70.0 -85.4 -40.8 -75.0 -83.6 -39.8 -75.0 65.4 40.8 70.0 63.6 39.8 70.0 -61.8 -39.1 -60.1 -38.5 -75.0 61.8 39.1 70.0 60.1 38.5 70.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 59.1 70.0 57.5 36.7 70.0 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 56.4 35.4 70.0 54.8 34.8 69.6 -52.8 52.8 -48.4 48.4 -45.2 45.2 48.81 48.8 -43.6143.6 C,F -90.0 70.0 -90.0 581/2 117 A -742 70.0 -55.0 70.0 -90.0 55.0 -43.4 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 766.7 -40.2 66.7 -61.8 61.8 -58.7 58.7 55.9 -53.2 53.2 40.2 -38.7 38.7 37.6 -36.1 36.1 -34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 68.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 -64.9 64.9 -60.4 60.4 -57.3 57.3 -54.5 60 120 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 -36.7 -35.5 35.5 -51.6 51.6 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 -53.0 53.0 -50.0 50.0 47.81 47.8 -42.81 42.8 TABLE 7. "0" & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2.1F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 1 2 0 4 Rend By: F.IC Date: T/10/03 Reap: C NO CHANGE THIS SHEET Rend By. F.K. Dale: 823/05 Attestor*: D CHANGE ANCHORS AND ADD 78" HT. OPTION Rend or J.J. Date: 10/24/11 F 140 CHANGE THIS SHEET D, wr By: Date: Checked By Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 GT ALUMINUM CASEMENT WINDOW, IMPACT settasMode Visib& Better CA-740 Sheet 7045-8 PRODUC:T REVISED us complying with the Florida Building C.orie Acceptance No Mang Dade Product Centro rr A. 58705 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH 3 HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 . -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 ' 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 _ -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5 /16" LAMI-W/ 1/8 "HS,.090,1 /8 °HS) TABLE 1'0. ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 1 1 1 3 3 3 x 0 X X 0 0 x TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /18 "HS) ALL "XO" OR "OX" SIZES UP TO 740 WIDE x 76" HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rend By: FJC Revsd Or F.K. Date: 7/10103 Revisions: NO CHANGE THIS SHEET Date: 6/23105 Revisions: D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Rend Br J.J. Date: 10/24/11 Revisions: NO CHANGE THIS SHEET F.K. M Date: 12/17/02 Dared By. Date 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1828 NOKOMIS, FL 34274 F Vfsibly Better PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS TO: ALUMINUM CASEMENT WINDOW, IMPACT so tealMoaet CA-740 NTS Sheet 'Drawing No. 8 of 13 7045 -8 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex • "' : +Jj Sato Miami Dade Product Control .18 r.3 `��ti�llltrlll� ``■ .‘‘ \\o . LYNty /Ll' /ii No. 58705 %* 0,,A. STATE OF t 1i/` ///`,'0NAL �t� \`' yi►tI Mi ?er. P.E. P.E.# 68706 COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 A. 5/16" LAMI (1/8 "A,690,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /89HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1 /8"HS) F. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3116 "A,.090,3116 "HS) HEIGHT WIDTHS 70.0 26 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG IPOS NEG IPOS NEGIPOS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 - 50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 55.0155.0 -55.01 55.0 - 55.0155.0 86.919 24 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 _- B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0, -55.01 55.0 - 55.0155.0 95.973 27 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.8 -49.1 49.1 -46.2 46.2 -43.8 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.01 55.0 - 55.0155.0 -55.01 55.0 108.649 30 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 -54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70:0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -86.3 66.3 -63.1 63.1 - 55.01 55.0 -55.01 55.0, - 52.2152.2 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.0 70.0 . -78.8 70.0 -73.2 70.0 -68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 -55.01 55.0 - 50.9150.9 -47.7 (47.7 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0' -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 " -90.0 70.0 -90.0 70.0 r -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.0 81.0 -58.4 58.4 -55.7 55.7 , - 52.1152.1 - 47.7147.7 - 44.6144.6 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 _ -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 -51.51 51.5 -47.21 47.2 -44.01 44.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 - 38.7 38.7 - 36.9 36.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 50.1150.1 - 45.8145.8 - 43.0143.0 130 35.896 58.209 A -74.4 70.0 -43.8 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 - 38.9 38.9 -37.7 37.7 -36.2 36.2 -34.3 34.3 _- B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -80.6 60.6 - 57.6 57.6 -54.7 54.7 -51.9 51.9 - 48.1148.1 - 43.9143.9 - 41.9141.9 130.378 36 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 , -36.1 38.1 -34.3 34.3 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 - 69.1 69.1 -65.1 65.1 - 60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 - 48.0148.0 - 43.8143.8 - 41.8141.8 134 37 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 60 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3146.3 - 42.8142.8 , - 40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4808 GLAZING OPTIONS: D. 7/16" LAMI (3116 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "MX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR ® 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ReYSd By. x Am r 0 x UNEQUAL LITES x 0 UNEQUAL LITES x UNEQUAL LITES now 7/10/03 Revisions: C NO CHANGE THIS SHEET Date: 6/13105 Revisions: D CHANGE ANCHORS AND ADD 78" HEIGHT OPTION Roved Ey: J.J. Date: 10/24/11 Revisions: E NO CHANGE THIS SHEET DiavmBy: Date: Checked By: Date: F.K. 12/17/02 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vial* Beater Dasortaeorr PRESSURES- UNEQUAL CONFIG. XO, OX & XOX Dee: ALUMINUM CASEMENT WINDOW, IMPACT ski: CA -740 NTS 9 of 13 Drawing% rtes 7045 -8 I E PRODUCT REVISED as complying with the Florida Building Code Acceptance No ,`��tttttilflil/ i ` �(... •tr ICEN Sic • • .�`,� No. 58705 r C7. la a . STAEO 'q. :: -',�, ONAL 0N0`‘\\ A. L4 hRYIIIIe PIg. P.E.# 58705 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT Imo-- DAYLIGHT OPENING �I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) 0 CD MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT • VERTICAL SECTION FIXED UNIT HORIZONTAL SECTION - XX www MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Rowed Br F.K. Date: 7/10/03 Revision& c SHOW TOP HINGE Roved By: F.K. Dare: 6123/05 Revisions: D CHO SHT. NO. REF. AND ADD ITEM 89 Roved 8y: J.J. Date: 10/24111 Rows••• E NO CHANGE THIS SHEET Daman By Date: Checked EV Date: F.K 12117/02 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 � Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT soom Amodet CA -740 U $heek NTS I 10 a, 13 Drawing No. 7045-8 E PRODUCT IUW1SBD as complying with the Florida Building Coda Acceptance No e ate - `X7'1" Mi Product Control tom• 1 /2 ii FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "VC" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063-T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL Ti 1.376" .440" .095" CASEMENT BACKING PLATE MAT'L: 6063-T6 DWG# 7071 .434" 2.854" .062" NOM. 1.159" .� -*--- 2.139" -.- SASH FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7003A ,-q."--j .438" 2.784" 1 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A 2.919" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A flew By: RIG oats: 7/10103 Revisions C NO CHANGE THIS SHEET Revsd ep: F.K. Derr: 6/23/05 Revisions: D ADD ITEM 09 mortar J.J. Date: 10/24/11 Revisions: E NO CHANGE THIS SHEET Drawn 8y. Date: Checked By Dine: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O 80X 1629 NOKOMIS, FL 34274 visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT sedea/Modet CA -740 NTS s1 X13 Deming No. 7045-8 Rev: E PRODUCT REVISED as complying with the Florida Building Code ii Acceptance No . • Dato +�"',,, ey3 Miami ! ado Product Contro `tt"illlltt,J // �2r1�, • itCEN$�:'•.�(c,A Cr No. 58705 ' �C STA...lf . w: /1" MIlielA P.E.# 88705 PARTS LIST ITEM DWG # PGT. # DESCRIPTION I 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 78IPQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1/2 "X1/2 "X1 /8" CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3/16A it 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X .562 PH. PN. TYPE F 12 7014 3/16HS & 3 /16HS GLASS WITH AN.090 1NTERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8 -32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10 X .500 PH. PHL. 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8115 & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16HS & 3/16145 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16 ") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT #12 X 1" PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" W.) 86 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 5/16 "LAM1) 5/16" LAMI = (2) LITES OF 1 /8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 7116 "LAM1) 7/16" LAMI = 3/16A it 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" 1.0. GLASS.(1 /8 "HS, AIR SPACE, 7/16 "LAMI) 7/16" LAMI = 3/16HS & 3 /16HS GLASS WITH AN.090 1NTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" I I .050" .865" 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 CASEMENT SCREEN FRAME MAT'L: 6063-T6 DWG# 7006 _41 1" r .040" }--�h- -.172" .870 "+ .050" ham- .569" 13/16" GLAZING BEAD MAT'L: 6063-T6 DWG# 7047 1.124 "r_ A INSTALLATION HOLE COVER MAT'L: 6063-T6 DWG# 7007 PRODUCT REVISED as complying with the Florida .125" 13uildhig Code 2.701 ' EAcceptance No .062" U!0.% /20 .093" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A Rated By: F.K. Deb: 7/10103 Reve:tons: C NO CHANGE 7HIS.SHEET Revsd By: F.K. Date: 8/23105 Revlsloes: D ADD EQUIV. TO ITEM44, SILICONE AND ADD ITEMS 87, 88 AND 89 Revd B J.J. Date: 10124111 Revs lour E NO CHANGE THIS SHEET Drawn OF F.K. 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O 80X 1529 NOKOMIS, FL 34274 PcT a�� Visibly Better PARTS LIST & EXTRUSIONS That ALUMINUM CASEMENT WINDOW, IMPACT Stefeseeodek CA -740 NTS sheet 12 a 13 Distelnelee 7045-8 R.: E Miami Dade Product Control 1111111I111` `Q� •. U,10ENSF .. < _ No. 58705 7k• .5, f STA E p r =��w: A. LyhfihkiIi r, P.E. P.E.# 68705 �'3 A 2x WOOD BUCK (SEE NOTE 3) 114 " MAX. SHIM � ASEE NOTE 2 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1 x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM ASEE NOTE 1 SEE NOTE 4 •,, A .SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --1 I 1�SEE NOTE 2 I 1 1/4" MIN. ESE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK 1111, 11 1 ■111iH11i111lP1(1111i1► OPERABLE UNIT FRAME TO. CONCRETE i•r •� 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE C A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. R,vadBy RevislOns: FiC Dale: 7/10/03 NO.CHANGETHIS SHEET MAW By: RIG Date: 812.3/05 Rev:stons: D REVISE NOTES AND REMOVE 3118" TAPCONS & #14 SCREWS Roved By F.K. J.J. Date: 10124/11 Revlelons: E NO CHANGE THIS SHEET Date: 12/17/02 Ctamked By Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.O. BOX 1523 NOKOMIS, PL 34274 BG� ANCHORAGE DETAILS rtw Visibly Better ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS Sheet 13 a 13 Deming Na 7045 -8 E PRODUCT REVISED as complying with ttw Florida Building Coda No Ac�=ce Ex By Miami Dada Pro ' uct ontrol \`� {tlfli1 /�1 \` ♦\``S% LYNN 4_r � r No. 58705 • !4 A EO ••�� s.`7\o' A/1AI fitfIIb ,'P.E. *r P.E.# 58705