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WS-12-993Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174302 Permit Number: WS -5 -12 -993 Scheduled Inspection Date: July 02, 2012 Inspector: Bruhn, Norman Owner: FARINA, JOHN Job Address: 82 NW 100 Terrace Miami Shores, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010180360 Phone: 305 -892 -6507 Building Department Comments REPLACEMENT OF FRONT DOOR, SIDE DOOR, AND WINDOW OVER SIDE DOOR Passed��O! Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 29, 2012 For Inspections please call: (305)762 -4949 Page 20 of 38 Miami Shores Village Building Depart-men 10050 N.E.2nd Avenue, Miami Shores, Florida 331;, 8 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 6 2 I v \^' 100 City:. Miami Shores County Miami Dade Zip: S L E0 Folio/Parcel #: Is the Building Historically Designated: Yes NO OWNER: Name (Fee Simple Titleholder). Qfti C-° F m(N A..,: Address: 92 2 0 V l 00 Z. City: ` lak-(M 5 State: FL Tenant/Lessee Name: Phone #: Email: c c)c.. e (0)114c-C 'C--- Iv CONTRACTOR: Company Name: /9CO (0 , SP/7"T- CO o Phone #: . ?a 6 -s'®7' ECE1VE Y 3 I 2812 sa. FBC 20 Permit No. WS° 12.4 993 Master Permit No. ROOFING Flood Zone: 10 0 Phone 0S — 001 1 I Zip: 3310 Address: /6 8 .11/ City: A) State: Zip: S.� A7/ Qualifier Name: & c- P-ti `€-' kel Phone #: State Certification or Registration #: 1 f C � 'A� Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ r (p yo Type of Work: OAddition UAlteration Description of Work: tee `�� e p may,.. Square/Linear Footage of Work: UNew ►A • epair/Replace o 42, ODemolition s 1 * * * * * * * * * *, * * * *** * * * * * *** * * * * * *** * * * * ** Fees, * * * *** * * * * * * *, * * * * * * * * * * * * * ** * * *** * *** * * ** Submittal Fee $ 'SD .00 Permit Fee $ /26 ("a CCF $ CO /CC $ Scanning Fee $ PA Radon Fee $ Notary $ Training/Education Fee 5 Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ O >2 O Bonding Company's Name (if applicable) Bonding Companygt Address City State Zip Mortgage i.-endex'. s;,Irfie ,(lf lit:ble) Mortgage Lender's Address City State Zip Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS., HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice ..•mmencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. s41so, a ce ified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs/,se'ven (7) d'' s after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a ,4 reinspect fee will be charged. Signatur Signature /� �,� C� _:ar■s� 0 ' -s er or Agent on • ctor T e fore going instrumen' acknowledged before me this IC The foregoing instrument a . •� owledged before me this l Y' iL l L, 20 I �, by F-(r . day of iv 21 L , 20 (Lby Slam- r�(56"sv , who is personally known to me or who has produced . 17 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did takicao n oath. NOTARY PUBLIC: NOTARY PUBLIC �1i�3 . f� Sign: �� ' 3, i Sign: (UIU00 Print: u01is1W010� ' • Print: - 960 My Commission Expires: ��1 1�1 • - My Commission Expires: ✓d • : �f� d x ? ►rani► t **************************IpleW\ 31141ILVil. r� 1 APPROVED BY 17113"11' < Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) DO-‘-®t°1 �. N J \O 0 ` cs -- 04/09/2012 -4:42pm gabrlels F: \01 Project FIlesL,2010- MPSt400 Wind Char&Reference \00 -MPSIO -400 Series C&C (Current).dwg UPL -C.6 M i OF �'v0dL I 700 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PST) - ZONE 4 10 15 - 42.4 +39.0 20 - 41.6 +38.2 Tribute Area S. Ft 40 45 ' 25 - 41.1 +37.7 30 -40.6 +37.2 -4 + 1:7,..., r ` 0 -15 ft -43.4 +40.1 16ft - 44.0 440.6 - 43.0 +39.5 - 42.2 +38.8 - 41.6 +38.2 -41.1 +37.7 + . :6. 6.8 17 ft -44.6 +41.1 - 43.5 +40.0 - 42.8 +39.3 - 42.2 +38.7 - 41.7 +38.2 -41 +37.8 : r ' +37.4 18ft - 45.1 +41.6 - 44.0 +40.5 - 43.3 +39.7 - 42.7 +39.1 -42.2 +38.6 s. .2 2 . + . . + -55.1 +41.1 19 ft -45.7 +42.1 - 44.6 +41.0 -43.8 +40.2 - 43.2 +39.6 -42.7 +39.1 -42 +38.7 ' ' +38.3 ;( +38.0 ' Cc +37.7 20 ft -46.2 +42.6 - 45.0 +41.4 -44.2 +40.6 - 43.6 +40.0 - 43.1 +39.5 - 42.7 +39.1 - 42.3 +38.7 - 42.0 +38.4 -41.7 +38.1 21 ft -46.6 +43.0 - 45.5 +41.9 -44.7 +41.1 - 44.1 +40.4 - 43.6 +39.9 - 43.1 +393 -42.8 +39.1 - 42.4 +38.8 42.1 +38.5 22 ft -47.1 +43.4 - 45.9 +42.3 -45.1 +41.5 - 44.5 +40.8 - 44.0 +40.3 -43.6 +39.9 -43.2 +39.5 - 42.8 +39.2 -42.6 +38.9 23 ft -473 443.8 - 46.4 +42.7 -45.6 +41.8 -44.9 +41.2 - 44.4 +40.7 - 44.0 +40.3 - 43.6 +39.9 - 43.3 +39.5 -43.0 +39.2 24 ft -48.0 +44.2 - 46.8 +43.1 -46.0 +42.2 - 45.3 +41.6 -44.8 +41.1 - 44.4 +4(.6 - 44.0 +40.2 - 43.6 +39.9 -43.3 +39.6 25 ft -48.4 +44.6 - 47.2 +43.4 -46.4 +42.6 - 45.7 +41.9 - 45.2 +41.4 -44.7 +41.0 - 44.4 +40.6 - 44.0 +40.2 -43.7 +39.9 26 ft -48.8 +45.0 - 47.6 +43.8 -46.8 +42.9 - 46.1 +42.3 - 45.6 +41.8 - 45.1 +41.3 - 44.7 +40.9 -44.4 +40.6 -44.1 +40.3 27 ft -49.2 +45.3 -48.0 +44.1 -47.1 +43.3 - 463 +42.6 - 45.9 +42.1 - 453 +41.6 - 45.1 +41.2 - 44.7 +40.9 -44.4 +40.6 28 ft - 49.5 +45.7 - 48.3 +443 -47.5 +43.6 - 46.8 +43.0 - 46.3 +42.4 -45.8 -► -45.4 r7 , 2 : r e 29 ft -49.9 +46.0 -48.7 +44.8 -47.8 +43.9 -47.2 +43.3 -46.6 +42.7 +39.2 2 e i1 -55.2 +42.2 30 ft -50.3 +46.3 - 49.0 +45.1 -48.2 +44.3 - 473 +43.6 -47.0 +43.0 -59.7 ; 32 ft -51.0 447.0 - 49.7 +45.7 - 48.8 +44.9 -48.2 +44.2 -47.6 +43.6 -4 +43.2 . .. +42._ at c,a. t' x" 2.1 35 ft -51.9 +47.9 -50.7 +46.6 - 49.8 +45.7 - 49.1 +45.0 -483 +44.5 may. e 3 -54 1p 40 ft -53.4 +49.2 -52.1 +47.9 -51.2 +47.0 -50.5 +46.3 - 49.9 +45.7 -49 +45.2 +44.8 87t +44.4 �s� ;^ +44.1 45 ft -54.8 +503 -53.4 +49.1 -523 +48.2 -51.7 +47.5 -51.1 +46.9 -50.6 +46.4 - 50.2 +45.9 -49.8 +453 -493 +45.2 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 -52.3 +47.9 -51.8 +47.4 -51.3 +47.0 -50.9 +46.6 -50.6 +46.2 55 ft -57.1 +52.7 -55.7 +51.3 -54.7 +50.3 -54.0 +49.5 -53.4 +48.9 -52.8 +48.4 -52.4 +47.9 -52.0 +473 -51.6 +47.1 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 mr m A 0 2 8 0) W m REMARKS INIT ISSUE REV- ADJUSTED HEIGHTS DRWN GSS GSS CHKD TSB TSB EXTERIOR ZONE 5 PRESSURES Mean Roof (eight DESIGN PRESSURES (PSF) - ZONE 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -53.6 +40.1 -51.5 +39.0 -50.0 +38.2 - 48.9 +37.7 - 47.9 +37.2 - 47.1 +36.8 -46.4 +36.4 -45.8 +36.1 -45.2 +35.9 16 ft -54.4 -52.2 -50.7 -495 - 48.6 - 47.7 - 47.0 - 46.4 -45.9 Ra +40.6 +395 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 17 ft -55.1 +41.1 -52.9 +40.0 -51.4 +39.3 -50.2 +38.7 - 49.2 +38.2 - 48.4 +37.8 -47.6 +37.4 -47.0 +37.1 -463 +36.8 -55.7 -533 -52.0 -50.8 - 49.8 - 48.9 - 48.2 - 47.6 -47.0 'S4 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 L -56.4 -54.1 -52.6 -51.4 -50.4 - 493 - 48.8 - 48.1 -47.6 19 ft ,x•421 +410 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 +40.6 -51.9 +40.0 -50.9 +393 -50.0 +39.1 - 49.3 +38.7 -48.7 +38.4 -48.1 +38.1 -57.6 -55.3 -53.7 -52.4 -51.4 ' - 49.2 -48.6 21 ft +43.0 +41.9 +41.1 ®" �. 5 9 +38.5 22 ft -58.1 +43.4 -55.8 +42.3 -54.2 +41.5 I 0 + + 6� w 3" ,�y�" + r'.6 ",/9.2 -49.0 +38.9 -58.7 -56.4 -54.5 , ' 5 . 8" - 0.1 -49.5 23 ft +43.8 +42.7 +41.8 + .2 -„e 40. „ y ; ^ + ^,.. +39.2 24 ft -59.2 +44.2 -569 +43.1 -55.2 +42.2 -5 : +41.6 +41 _ .2 e.2 6 +39.9 -50.0 +39.6 -59.7 -57.4 -55.7 0 25 ft +44.6 +43.4 +42.6 �5 9 ■ 7 + -e 'te 6 ., R 9 9 -60.2 -57.8 -56.2 -54 1p r8 8 I 14 -50.8 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -60.7 +453 -58.3 +44.1 -56.6 +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 +41.6 -52.5 +41.2 -51.8 +40.9 -51.2 +40.6 8 ft r ft -61.2 +45.7 -58.8 +443 -57.0 +43.6 -55.7 +43.0 -54.6 +42.4 -53.7 +42.0 -52.9 +41.6 -52.2 +41.2 -51.6 +40.9 29 ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 +41.5 -52.0 +41.2 0 ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +415 a. 32 ft -62.9 +47.0 -60.4 +45.7 -58.7 +44.9 -57.3 +44.2 -56.2 +43.6 -55.3 +43.2 -54.4 +42.7 -53.7 +42.4 -53.1 +42.1 e -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -555 -54.7 -541 +..:..I +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 -65.9 -63.3 -615 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -67.6 +50.5 -64.9 +49.1 -63.0 +48.2 -61.6 +473 -60.4 +46.9 -59.4 +46.4 -58.5 +45.9 -57.7 +453 -57.0 +45.2 50 ft -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 +483 -61.7 +47.9 -60.7 +47.4 - 59.8 +47.0 -59.0 +46.6 -58.3 +46.2 55 ft -703 +52.7 -67.7 +51.3 -65.8 +50.3 -64.2 +493 -63.0 +48.9 -61.9 +48.4 -61.0 +47.9 -60.2 +473 -593 +47.1 60 ft -71.8 +53.6 - 69.0 +52.2 - 67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 DATE 03/05/12 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDMONS, IUGHUGIOWQ OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE . v USE OF CRITICAL C 2. TABLES VALID 0' 3. TABLES VALID F LESS THAN 10° SHA 4. IDENTIFY THE B CANNOT BE IDENTI D%] 5. ALWAYS ROUND �+ 6. CALCULATE THE TRI THE SPAN LENGTH (HEIGHT) M THAN ONE -THIRD SP OPENINGS ONLY- AREA OF AN OPE - a BE USED. ALWAYS RO TRIBUTARY AREAS TH • B i SH , D,' - ' GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. MRH 5 60' BASED ON Kd = 0.85 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. E OP NING IN QUESTION (HEIGHT * WIDTH) OR AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ).p, THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL O THE LESSER TABLE VALUE. FOR LARGER GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0,18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR'.; `.DING WIND VELOCITY, EXPOSURE, AND OTHER N COEFFICIENTS LISTE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY P AFFIRMATIONS ARE INTENDED. NTY FOR APPLICABILITY OF TABLE R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. NO ADDITIONAL CERTIFICATIONS OR a= 10% OF ff•fkde p �? jel� ?rT�S Ta F "` x •.B . a RH, WHICHEVER IS SMA • p.L7,i 43Y --" 131' LEAST HORIZONTAL DIMENSION OR3FT(1 ^•- ...dgs 0 0'-' QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING g EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF Ar1T11 89885 .Vv •� 1 1 J Miami Shores Village ^''PRG'JED BY DATE INS DEPT lir/Mgrini WITH ALL FEDERAL RULES AND REGULATIONS BLDG DEPT ;U13,11 CT TO COMPLIANCE I A I I AND COl1NTY CITY COPY o i‘i___ (., 03 ,1 -ie.., a 15-_s ,,,_, d.. I-- s T ci V s .- z RECEIVED MAY 31 Mt •NO mil 11.ngm 2 .3Ok\N C--Pat N cg NI■Ni too ri6a9.--Pruz, e dooki wit \A\ P s t t i o �, L 6 0 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Openin: n Ro • ". Opening Shutter Required 1.11.21111111 or + • . r or u ton `nm • r a esi _ a ` ensure 11111 IIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII al IIII 1111111 Mr illailliMMIMITirlindirlinill IMMIIIAIIIIIIIIIMINIMM .-..11 -...:..1. .11.............r.............1. Description of Window Product Acre , lance Product Ap! royal Openint Mullion Re • aired Impact BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant ( Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection. Devises are required for the Sidelites. 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 change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- land E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1 603 MIAMI, FLORIDA 33130 - I563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode titer NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01 /2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04 /11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified. Testing Laboratories, dated 11/11/2001, signed and a,, . y • - esh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4/ — Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -1 Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. O'1 H ERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w/wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D. Gas on, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -2 JELRWEN® Steel 8'-0' MODEM OPAQUE8T LOUTNISVG MOT DOOR UNITS RN 8IWIN RTSAI9J7E$ GEN RAL NOTITS 1. T10S PRODUCT B DESIGNED TO COMPLY MI THE CURRENT FLORIDA BUONO CODE AND NCH VELOCITY HURRICANE ZONE WE' REQUENENDITS. 2. 8000 BUCKS 8Y OTTERS, MUST BE ANCHORED PROPERLY TD TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS Al EMBE�NT TO BASE MAIFL4 SHALL OE BEYOND WALL DS OR STOOD. 4. SEE TABLE 1 ON RS StEEY FOR DESIGN PRESSURE RATDnS. 5. MS PRODUCT � THE WATER REQUIREMENTS FOR AUNT ZONES. SEE THE DESIGN H CHART BELOW. 6. DOORS ARE IMPACTED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADE APPROVED IMPACF RESISTANT SHUTTERS ARE REQUIRED FUR SIDEUTES. 8. 9OELUES ARE AN OPTION AND CAN BE USED It A SINGLE OR DOME CONFIGURATION. RESIDENTIALASULATEDSTEELLOORICommonteagesmeaomMortel OOMPONEAT CONSTRICTIONS: Face abeefe 24 ga. ( 0.020? minimum Waimea, Galvanized Steel A -525 commere) quay - AXop per ASTM 620 with awe minims yield strength Fy(ava)=24,600 psi. asuLdeutig Expanded polystyrene with 1.0 to 1.25 Ibs./cf density, by ,END -WEN, DC. Dor Panel Construction: The acts and inactive pools are constructed from 240A. (0. 020' min) galvanized eteeL The face sheet tope and bottoms we bent 90' over the tap and bottom rolls. The top LVL rol meaelaea 1.67' wide x 1. 042' tdgh. The ate bottom rail Is ro6 formed 0.021' gaAerdred steel mewing 1.67' wide x 1 .21' high. The sides of the face skeet are roll formed onto the LW. latch stle and Ponderosa Pine hinge stle *Nth measure 1.67" x The p le 8/ad wpoystyrene The face is are to the Fbmd • LRe Can L: The sash Is constructed from 24GA. (0.020' min.) admixed steel. The edges of the face sheet am bent 90• over the cone and glad to it. The ebdelte panels are routed to recolte � Ute Frames or the optimal Trinity Ught Frames. (Sae sheet 7 for glazing details) Ave lite frames are sealed w/ OSD glazing compound an the exterior. Die frames are constructed from Ponderosa Pine Jambs measuring 1.25' wide x 4. 5825' deep. The door and siddle heed jambs are mortised and butt Joined to the aide jambs and attached Oh (3) 1804. 2' x 7/16' crown she staples. The urn use a standard bump face Pemba threshold measuring 4.041' deep x 1.0' high. The threshold Is attached to the frcme with (3) 1609. 2' x 7 /16' crown w*e staples TABLEOTCOMEN1B DESCRIPTION GENERA. NOTES AND DP/CAL ELEVATIONS 2 VERTICAL CROSS_SECTIONS AND RILL OF MATERIALS HORIZONTAL 3 4 HORIZONTAL CROSS SECTIONS AND ICTE5 NOHOW L001110NS AID) WADS 6 LOCATORS AND WADS 7 DETAILS \ 8 UNIT COMPONENTS .875' 7P. 74.5' MAX 0A FRAME 890111 .125' 38.825' MAX OA 38* OA VI/AST PANEL WIDi1 1 ®® ACTNE 80' 1848. 0A PANEL learn 81.25' FRAME MONT 0.625' .875' DP. - 81.25' MAIL 0A FRAME HEIGHT ®® NADINE o v 0U81.0 0U15WAVG IMPACT tear (10l, 3775' MAX OA % F1�M EEERCH FRAME WIDTH _3r MAX 0A PANFUL WIDTH 80' MAX OA MEL HEIGHT v Cr sle 0.825' 81101.0 CLONING IMPACT law (x) HEMELLIMIXIM TABLE 1: 81.25' MAX 0A FRAME HEIGHT 75' 88' MAIL 0A PANEL HEIGHT 81.26' MAX OA FMK HEIGHT -- 70.25' MAX 0A FRAME WIDTH .75' MULL BAR DP. Aug-. 38' MAX OA Ir. ,r. PANEL WIDTH / El 1;0 .875" TYP. 80' MAX OA PANEL HEIGHT 0.75' DEM PRESSURE RAIIVG -WEIN 841m DiFIUMIN ISNMEMENT 6 MEW MEOW TNT (X DX XV, RA NOV -DIE SIQ:M ) 48887 Pal -70 Pal DOME DOOR RN iy4 act 16D, MD) WM N ACTMns ,K PH -57 pef 4v �p 15.5' MAX 0A 9DE11TE FRAME WITH 14' MAX 0A PANG WIDTH 6" MAX 0A. 080. WON 0.75' -n 0.625' e � o • 0101 107' MAX OA FRAME WIDTH .125' 75' MULL 36.625' MAX OA M8AR DP. 38' ma OA W/A50tIfL PM4;84 H IOICTAE ACTNE 1' 63.125' MAX 0A D.L.O. MGR 62IO.E 0111SWIIG IMPACT UNIT 0x0) W NON- IMPACT ;w.r IP i14N4r a 0.625" t'Lt01X.'CSRRV6ND osooloolyiegoothatoftrida Nutt ia8 C1& Cey ,Z rlL=f 15.5' MAX 0A SIDELDE MA E WWI 14' MAIL 0A PANEL WIDTH 6' MAX 0A DLO. VIERH 63.125' MAX OA 0.8.0. HEIGHT MOUBLE 0U15VWN0 IMPACT par 0001 W/ HON - TMPACT 11'. ■Miz, .1th 0 NR W C 0 V m t s it Dias Edo 9. 16640 Nod* P. E. tiO. 41323 PSC. LLC 1535 Copsta Stmt. &de C26 Nod& 32165 we 0.16042. et sattosoCco x0. 26235 Pied 8r• awaiminumm -'IL, PTC LLC Phone: 321 -690-1788 Roc 321 -690 -1789 sae, 9- 1-0 N.T.S. owe. Rlt JWJ GIX. em S. SAFFELL owes NO.: S-2104 snow 1. orb., 1.50" O.25 - EMB. MAX. SHIM CONCRETE/ MASONRY BY OTHERS DETAIL ON SHEET 5 81.25" L44%. FRAME HEIGHT 1.75" MW PANEL THK 0.25" MAX. SHIM CONCRETE/ MASONRY 1.50" BY OTHERS • ANN. 4 a %OMNI (C) 11111 e • I. I. ON SHEET SHEET 5 DETAIL SEE NOTE 6 SEE NOTE 3 ON SHT. 4 ON SHT. 4 1.75' MIN. PANE_ THK. SEE NOTE 2 ON SHT. 4 0.125" MIN. GLASS THK. MEE 80.0" A4AX. PANEL HEIGHT 81.25" MAX. 0,A. FRAME HEIGHT SEE GLAZING DETAILS, SHEET 7 80.0" MAX. O.A. PANEL HEIGHT SEE NOTE 2 ON SHT. 4 Ell . 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Ern EY . • - ID !I 1W14.111 iiigaik,Atiati2zir , ZIL, : INIFill irlUiirSI, /EMI= Ira FIcK;sialVAIITTEAUTI,'7-~11111111121M1 Ira 17:5-.1 PaTill=1111111111•11111111/51111110•11111111111141M F7/11:171:zTillEff.TlialtilEre7italial■IIIWITZ11111 'VW EMMA !. a,:101.1111u' Tiri172.7Ja111111•1111111111111111F11111 IRV rialri :a' Y.) .,/E;13,., Eirli4.4.—Mi IVA r,..7"iiiiTlF,.-iri'rr-yririgIMPIMMINININIIIIIIIIMEurzam Fir irraiiizaDy,m,-...2;4j. im-1-7-3A. • wi.----_ F SHEET 2 18 MX TAPCON 1. to 1.25 Ib. x 2 PM WOOD WIF W • 7. IJ7 • ETTY IFT•7T1re-2,11111111111111111•111•1111111=1 ,-,--TA1711111ENVZ;BELIELITilii MAI FrAMIEFT: BEA =111:_ir..:e,Arkii1Ew4.41K.I.;;Ka910;AL2•WFAIIN /I= MiCii-3131UN Uitkf-lriV122!1,-LkirtatliUrCiDAMEMEMEMENNETTAM IF 14,1 1tr.,,,API.5..L.INCE!TM.11E1TIA1■11111151,,W11 IF/ Fraffa-zif(FALie91111111111111111111111111■11111.-S:= W:11 • 4.-Ii -7L1C:IC52:71EYViviITIT, ;i77.1%1:41) AMIN" Laaiol-All eguLf:tr57 Era MEN 1 • ."ifiE-ni-7-rr.311 77 LW.f.PINIMMINIIM 11/21M7721 LIFIL2z.AuLt77:4L-InuirefiL IrallYA4:41L,I= -.-' 17 In11..Ati__73W,TIztill--IferriWEirD111111111■111111111111 SEE NOTE 6 ON sig. 4 SEE NOTE 8 ON SHT. 4 SEE NOTE 9 ON SHT. DETAIL 7 ON SHEET 5 SEE NOTE 3 ON S. 4 HEAD. sir. TV, 7 Roma • • W606, ETA pyiriz7.7 Wo,o te,A t ,wi!;.111 ICIFTEIDEAlty-_-_Pits,L-arLiiiiiiIitif=411111111111111•1 ,At,,,-M1111111111111.111111■ ,Tr1Y74111111.111111111 e V1101141:1."14.7firanilar LONG P ,M-4j,i:..2._.(11w1,11.7,61■40 iiirjr,i....i firm 1 :11F17-1_ 14,1 • IVA !Iml: 11, .4 11111111 PROD.piyingUCT REYSwith :fwd. Build .625" 1.34~ MIN. EMS. 1.75. .50" 11111,1 MIN. EDGE DIST. CONCRETE/ MASONRY BY OTHERS 1.25" .75 .50" MI ANN. MW. EDGE DIST. EMB. Eimm sitaaws CONCRETE/ MASONRY BY OTHERS VErICALCROSS SECTION V../ AT =ELITE SASH • P2°DliCrBur„,43:13 owtritaageeirgED IAra dna Raid& 476 Mirdal Divissaa E$; alCIA) Heikki P. E No. 413:0 PM U.0 MIS Owed Wed, Sit, CNI Redd*" •lcOde 33555 Me WNW* et ArAbedvalka 35535 Prepared By: PM, u.c Phone: 321-690-1788 Far 321-690-1789 roam NO S-2104 SEE NOTE 7 ON SHE 4 PRODUCE REVIS® ascomplying with theFla da Build(ng Cole Ar.oeptance No ExpfrationDate 1.75' MN. PANEL MK. • . 1 SEE DETAIL 5 ON SHEET 5 MASONRY 8Y OTHERS • MASONRY :'W OTHERS LATCH JAMEI TO bl1CK HORI ONTAL N Off, MAX SwM `\ ,/ / //%// h \ / // :///////////, / / / / / / /// ••^ • • .1.-%. •• » '. 1. • •.� SEE. NOTE 1 SHE 4 ASfWCAL mow HODS (2) TDTAL; (1 EACH) 0.31'1Z4x9.0'LG.AT TOP &BOTTOM Iiilll;' lil1H ASWAGAi sag ATTACHMEM' NOTE ITEM 24 NOT SHOWN 1715 WEll FOR,CIARIFY. MAN: TRILL ACRM. ECTION Erb Floridan P. S. Na. 41327 Mks C211 11001343314 3stas areeeu r swrresea to MU PRODUCT REVISED as complying with do Plaids BaSklingCodo Aaa.2.b saNO +,% 0 ' •O BY 1 ... Mt= Dtviaos Amyx- Ph 3211 -1788 Fina 321 - 50.1789 waves Nee S-2104 sur _L a_d_ e OO MEM 1.75' MIS. PANEL TEL SHEET 7 SEE NOTE 8 ON SHE 4 0.75' i SEE N01 5 ON S1fT. 4' SEE DETAIL 5 ON SHEET 5 11 1,112 :iiRE SEE NOTE 2 ON STE 4 SEE NOTE 8 ON 5445 4 SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 0.75' H I f TAL ROSS SECTI N A SI�E�TS :UM CONCRETE/ 1. SPASMS FOR ITEM 126 THE 110 x 1' PFH SCREWS At'TAcH1NG THE IMPERIAL ASTRAGAL TO THE NAME DOTE IS. • AS FOLLOWS: f R O Y . T H E T O P D O W N R ' - THE B O T T f le 1 e 25:4.0:3.5: 13.0", 18.ar' &. s0', L SPACING FOR ITEM 123 THE 18 x 1 1/2' FIASCREW IS AS FOLLOWS ]OP & BOTTOM. HORZONIALLY. WEIDE PANS; 3.0' IN FROM EACH CORNER ON TTE° SBDES VERRCa;LY p THE 'PANELS :'.3.0; 13O'+ 26:0', 390; 520`* 63V 3. spawn F i1EM 131 THE 16 GA x 3/4" 54540 TRIM NAT. ATTACHING RR' CURTER ROIN D 70 pr *MAO ITEM 1914E 15GA. %.1' 0R49 Ma NA4 ATTACMNQ 'RE MLWOt. CAP• TO 1HE MUTTON B4R W1117440,. IS AS:. FOLLOWS: TOP & soncM IIORIZONTA[LY (FW tug 318' qoRTER Roma 1.29' IN FROM EACH COWER MT#H: (1) NAT. NIT?- SPAN: QN THE SIDE, Y (; BOTH 5/8' OUARTER ROUND &• MIJ LEN CAP): 1.25` FROM EACH EIS' & X MORE EQUALLY SP ON THE ' '. 4. WHEN AIW.24NG THE STRIKE PLATE TO THE JAYS AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCRSL Mel ATTACHING THE STRIKE RATE TO THE AM AND MUTE 44118 AT THE MULLION USE ITEM 124, A 18 x 2° PFH WOOD SCREWY. 5. SPACING FOR REM 125 THE 18 x 2 1/2' PFH WOOD MEWS ATTACH54C THE JAMBS TOIZRER AT THE MLWON IS AS FOLLOW: 6.0' FROM EACH VORTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE RELO 6. THE WERE PANEL IS SECURED INTO THE SEDELHE JAYS W/ ITEM 129 SUCONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 MO TRIM NAILS x 3/4' LONG. 7. IWMEV ATTACHED THE HINGE TO THE JAYS AND BUCK USE REM 127: A 110 x 2' PRI SCREE WHEN ATTACHING THE HINGE 70 THE JAMB MD 5054115 JAYS AT TIE MULLIONi USE ITEM 114, A 110 x 1 3/4' PF11 WOOD SEER 8. PACING 405 nal 149 THE 16 x 1 1/2' PANHEAD SCREW (TRUTT UIEFRM E) IS AS FOLLOWS: $®EUIE UIEFRAE FROM THE TOP DOWN VERNALLY: 3.25; 18.0625. 32.8125: 47.5825' & 62825' WERE UTEFIWE TOP & BOTTOM. FROM THE LEFT: (245 (1) SCREW AT 4.4375' 9. ALTERNATE CONCRE1FSONRY INSTALLATION ANCHORS OF EQIUYALENT � CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGBEER OF REM FOR TIE PROJECT OF MSTAUATION. 10. L REM 151 WHEN ESTALLRIO 111T0 WOOD SUBSTRATE AT HEAD & JAMES. LISE RTEY 125 WHEN WALLED EN UULUO S. USE ITEM 116 WHEN MNSTAW14G 94T0 IOF TE /BMSONRY SUBSTRATE AT =WE SILLS. HORN NTAL RTiI 055 SECTION a a) e �} am- 43 SEE GLAZED DETAILS, SHEET 7 PRODUCT REMISED a cca riag withNhoFlmida &OA* Aca fayiVo 1 '1 0125' MW. CUES TNIG • SEE GLAZING AIS, SEET 7 EXTERIQR • L L INTERIOR H IZO_ D CR S 025" MAX SHUN Rattle PP.. p &� eNts. ., 41323 1535 Podd Motes Sift C26 tse tlelfirde SatositaSes No ant Pregerred 8r Arrarry Phone: Pb 1 -690 -1788 Vac 311- 690 -1769 DRAINS NEU 5-2104 aieer aR_i_ .. / / /� / % .// / %/. 1.: • • SHEET 7 SEE NOTE 8 ON SHE 4 0.75' i SEE N01 5 ON S1fT. 4' SEE DETAIL 5 ON SHEET 5 11 1,112 :iiRE SEE NOTE 2 ON STE 4 SEE NOTE 8 ON 5445 4 SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 0.75' H I f TAL ROSS SECTI N A SI�E�TS :UM CONCRETE/ 1. SPASMS FOR ITEM 126 THE 110 x 1' PFH SCREWS At'TAcH1NG THE IMPERIAL ASTRAGAL TO THE NAME DOTE IS. • AS FOLLOWS: f R O Y . T H E T O P D O W N R ' - THE B O T T f le 1 e 25:4.0:3.5: 13.0", 18.ar' &. s0', L SPACING FOR ITEM 123 THE 18 x 1 1/2' FIASCREW IS AS FOLLOWS ]OP & BOTTOM. HORZONIALLY. WEIDE PANS; 3.0' IN FROM EACH CORNER ON TTE° SBDES VERRCa;LY p THE 'PANELS :'.3.0; 13O'+ 26:0', 390; 520`* 63V 3. spawn F i1EM 131 THE 16 GA x 3/4" 54540 TRIM NAT. ATTACHING RR' CURTER ROIN D 70 pr *MAO ITEM 1914E 15GA. %.1' 0R49 Ma NA4 ATTACMNQ 'RE MLWOt. CAP• TO 1HE MUTTON B4R W1117440,. IS AS:. FOLLOWS: TOP & soncM IIORIZONTA[LY (FW tug 318' qoRTER Roma 1.29' IN FROM EACH COWER MT#H: (1) NAT. NIT?- SPAN: QN THE SIDE, Y (; BOTH 5/8' OUARTER ROUND &• MIJ LEN CAP): 1.25` FROM EACH EIS' & X MORE EQUALLY SP ON THE ' '. 4. WHEN AIW.24NG THE STRIKE PLATE TO THE JAYS AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCRSL Mel ATTACHING THE STRIKE RATE TO THE AM AND MUTE 44118 AT THE MULLION USE ITEM 124, A 18 x 2° PFH WOOD SCREWY. 5. SPACING FOR REM 125 THE 18 x 2 1/2' PFH WOOD MEWS ATTACH54C THE JAMBS TOIZRER AT THE MLWON IS AS FOLLOW: 6.0' FROM EACH VORTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE RELO 6. THE WERE PANEL IS SECURED INTO THE SEDELHE JAYS W/ ITEM 129 SUCONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 MO TRIM NAILS x 3/4' LONG. 7. IWMEV ATTACHED THE HINGE TO THE JAYS AND BUCK USE REM 127: A 110 x 2' PRI SCREE WHEN ATTACHING THE HINGE 70 THE JAMB MD 5054115 JAYS AT TIE MULLIONi USE ITEM 114, A 110 x 1 3/4' PF11 WOOD SEER 8. PACING 405 nal 149 THE 16 x 1 1/2' PANHEAD SCREW (TRUTT UIEFRM E) IS AS FOLLOWS: $®EUIE UIEFRAE FROM THE TOP DOWN VERNALLY: 3.25; 18.0625. 32.8125: 47.5825' & 62825' WERE UTEFIWE TOP & BOTTOM. FROM THE LEFT: (245 (1) SCREW AT 4.4375' 9. ALTERNATE CONCRE1FSONRY INSTALLATION ANCHORS OF EQIUYALENT � CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGBEER OF REM FOR TIE PROJECT OF MSTAUATION. 10. L REM 151 WHEN ESTALLRIO 111T0 WOOD SUBSTRATE AT HEAD & JAMES. LISE RTEY 125 WHEN WALLED EN UULUO S. USE ITEM 116 WHEN MNSTAW14G 94T0 IOF TE /BMSONRY SUBSTRATE AT =WE SILLS. HORN NTAL RTiI 055 SECTION a a) e �} am- 43 SEE GLAZED DETAILS, SHEET 7 PRODUCT REMISED a cca riag withNhoFlmida &OA* Aca fayiVo 1 '1 0125' MW. CUES TNIG • SEE GLAZING AIS, SEET 7 EXTERIQR • L L INTERIOR H IZO_ D CR S 025" MAX SHUN Rattle PP.. p &� eNts. ., 41323 1535 Podd Motes Sift C26 tse tlelfirde SatositaSes No ant Pregerred 8r Arrarry Phone: Pb 1 -690 -1788 Vac 311- 690 -1769 DRAINS NEU 5-2104 aieer aR_i_ 81.25" IAN • 0A. FRAME Hf11:21' 6' TYP. 5 SPACES 0 1385' to 74.5' WK. OA FRAME IIODTH - SEE DETAIL 2 l ON THIS SHL • u • • RP. TYF: 12$5' ON THIS SHT DEfilL1=JUIEMLOMB DETAIL 3- 0 iHRESHdO ASTRAGAL STRIKE PLATE A5IRAGAL STRIKE PLATE SEE DEOJL 4 ON TI#S SHT. 81 FRAME HUNT 70.25" UAL 0A FRAME WIDTH 4.5? TYP.* 3` TYP. -- 3' TYP.-1 SEE DETAIL 4 7.375' /ON THE SHT. 3` 31' • PRODIICFREV1SBD es =wiping withdle P1ettla s1ng Costa oallo' • - a By 'Ic:r 'N ;; '316 79:4 5.50' 1 DEKA FECES TO 41103 & DOOR STRIKE PIAS ASIRAOAL SEE NOTE 10 \ ON SHEET 4 OOUTNERSAOI FOR 6STALIATI O ANCHORS Uel Ea aMna ►Imwe P. c N . 41323 tOM COVNUPWOR NIX 0211 not Weed. aMOalolla No.MD err Rote 2 $1 -590 -1188 Pus 321- -1789 wart 9- 1-0 MAD N T.& gwo.s++ J01 craw. 511 S. SWELL LIMNS NOs 5-2104 for wx OA. RIME 1901 .. ®.. • • ...r:... • • di SEE DETA9. 4 ON SHEET 5 irs SEE DETAIL 3 ON SHEET S allifiESQQ1LIZELIIIELGELMEELLX1120 VIEWED FROM INTERIOR 37.7x• MAJL OA FRAME {NTH —} 8" MP. SPACES 0 11.54 8125" SEE DETAIL 8 MAX. ON SHEET 5 F Tl �i HECO l 1 3& 1 a PRODUCT REVISED comPlYind Minder atmatde Budding C.ade Acceptance Deoo noe /at�5 7.375' 31' 31' TYp r'- imemonwial • PROM= with tbeFimido EM6ng 03e No + 5. +- ) ;1IE fW%' Division SB E D0E WRHdTT SIDELIIES AM LOGTHINS IAEWED FROM 9ITER10R Taida P. E. N. 4t323 ISM A+ CogswgIVILig Sag, CU c>.e maataeaa a awa0ar. I . aend Prepared 8Y Ram 321880 -1788 For 321- 890 -1788 aaI 9 -11-01 scut N.T.S wxa an dea an S SAFFELL ORMIO gas S -2104 . %Ea .v.L Drk.1 OOL LI1E FRAM SINGLE PANE TELIPMED GLASS SPARTECN POLYCOU PP5530 C13 GLAZING DETAML TRINITY L11E FRAM 9SUMAIED T GLASS LUPOY EU -5007 1/Y QV51RA7E11.' LWIPOY 500 • Elko Nelda P. E. {N W. 41� 1335 Cogov Sha4 Otto - C26 MC anlf*U at AtIketmBm NM WAS 'MOD= complyng with thalorida Building Cods tutooPiano N00 > rang amPmdust Corns Division ,erg P1WDUCTREVISED as armly:3g with the Florida BtleIng Cam Ma, uuaeN '1S ' Division Camel X O frigliZM P14 LLC Phone -690 -1748 Fore 321490 -1789 O+ 9 -11-01 S23S N,Ta Oda 85 , aa. 9n S. SWELL 05511143 no.: S-2I04 1.6r 121" 6\ anicantim 24GA (0.021, SIM. 1.757 I.- 1.645" 1 0431' fees.7.0_0•211 1122 ;11/111.:. l2 II " 1: t L1 1J i 1.00" 1.00' ()=M EE= FINGER AWED PONDEROSA PINE WOOD 1.042' —t. LVL nagginuell. LYL r- unsuatinatma 0 SCIILE°"8119tiGEL Q-LOItY1W4RSM740955; ® POLYPROP. nava NIS TWO 0.3125" I ON TOP, 1 ON EOM 0 DM. 9' LONG BOLTS; 48112661"Wa aggiU4384""41 1148" 1.74' mar 11275" mor ass' 2.14* 1.01' c5--HARDWARE USED DIA. VARIES int OWLEILLU3:02 FBIGER JOINTED PONDEROSA PINE 0 0 ILE-117:11 4 --11.0137 r 1.71' 0.375" (1375" RT -11-- 0.125' r//////, //1////,%, 04? 1.75' "••1 2.62" LJ L_ outaxafluate 2.0400 1.376'I- 0 0 ______ row I- tar -I altiE llett54 StNO) 047 31ES. OD1CFREV1S0b caroplyinD %tit the Floret Acti�N cad. 1 1.00' 0.587 4.041' r:NalISIM STAN= BUIP FACE =HOLD ,„0121RUDED ALUMINUM - BY " WM WOOD NSW tirldairdk3i n . 110 41323 1635 003.0411PrCkg. Ws CO Rook14011, flarkla 32105 IIPC WNW* al kilkukelo I. 2B132 Plowed by: P1C.LLC Phone 321490-17811 Fate J21-690-1789 was 9-11-01 Mfg Kra • O.BY. ,59; aim cat S. SWELL COMO 110.4 5-2104 =Er IL ov_11_ eb MIAMFaAt1E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive, Nokomis, FI.34275 Scan: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 '.�a�0de.>towbutlat..stode This NOA is being issued under the applicable rules and regulations The documentation submitted has been reviewed by Miami -Dade County unVe�g the use Coof ntrol Division an materials. by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and ther areas where and owed by the Authority Having Jurisdiction (AHJ). y areas where allowed by This NOA shall not be valid after the expiration date stated below. The Division (In Miami Dade County) Miami -Dade County Product Control have this ty) and/or the AHI (in areas other than Miami Dade County) reserve the right to product or material tested for quality assurance purposes. If this the accepted manner, the manufacturer will incur the a product or material fails to perform in revoke, modify, or sue of such testing and the AHJ may immediately spend 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 fails to meet the requirements of the applicable building codeu Control Division that this product or. This product is approved as described herein, and has been designed including High Velocity Hurricane Zone of the Florida Buildings to Comply with the Florida Building Code, DESCRIPTION: Series "PW_701" Aluminum Fixed Window -LAU APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "9" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75" and /or=Height- 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3". Max. distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". ax. 3. The anchor installation shown is applicable without geographical limitation. 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 RENEWAL of this NOA shall be considered after a renewal cation has been filed and there has change in the applicable building code negatively affecting een no TERMINATION of this NOA will occur after the echng the performance of this product. materials, use, and/or manufacture of the product or expiration date or if there has been a revision or change in the product, for sales, advertising or any other process. Misuse of this NOA as an endorsement of any with any section of this NOA shall be cause purposes teer iin�ion and removal oterminate OA, this NOA. Failure to comply 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. LNSPECTION: 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 NOA renews NOA # 07- 0418.06 consists of this pageeg1 and of evidence Building E cry well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. 75(' IIuwwAO V\\S�� APPFOVED • NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries E OF CCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07 -0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.04» 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per. FBC TAS 202 -94 4) Small Missile impact Test per FBC, TAS 201 -94 along with marked -up drawings and �install � diagram per FBC, TAS 203 -94 shapes, prepared by Fenestration Testing Laboratory� Inc., Test Fixed on TL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w /ASTME-1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Satiex MG Clear or colored Interlayer", expiring on 05 /21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.L DuPont DeNemours for "DuPont Butacite PVB", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 is 1./14,4, ishaq 1. Chanda, P. E. Product Control Examiner NOA 1Vo 0 8-1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 11/16' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/18" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/18" LAMINATED GLASS WHICH IS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI 1.G. GLASS COMPRISED OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS, A 7/18` AIRSPACE AND 7/18' LAMNATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3118` HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 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, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWINQ TABLE OF CONTENTS SHEET GENERAL NOTES... .... .....» 1. GLAZING DETAILS. »».» 2 ELEVATIONS, FLANGED. ...» 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 8 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED.... » »7 SECTIONS, INTEGRAL FIN. » »8 S'Y CORNER AS, INTEGRAL FIN8 EXTRUSION PROFILES ». 9 PARTS LIST »......» 8 ANCHORAGE ... ...... ».... ».... »10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 t�1 ELCO TEXTRON NOM: 04-0721.01, 03-0225.05 ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 2000ykLUMINUM DESIGN MANUAL 4-u,l3sla 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ,tit, EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). )4....1,. O,. "-fte two F. 4,4.07 twee* Di* PIC WIWI CFA lt144 PUNKT wawa. •ayiyYE.w Os Merit" s a 10 � .y NW= MISES M AIM" A; Nom ' itAGE A REDUCE ANCHOR SPACING PM aed.eik 0 FM TECHNOLOGY OMB AMOKFLJWO P.G. BQX f672 BOBBIN. 834274 Rabbi &am NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT ".rr ar,e raft A1TS I 1 R 12 4 /fil L Clark PS. PE 030712 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTAC3TE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3116" HEAT STRENGTHENED GLASS 3116` ANNEALED OR HEAT STRENGTHENED GLASS 7/16' AIR SPADE 3/1G' HEAT STRENGTHENED GLASS OUTSIDE 11/16' NOM GLASS SITE 7116" LAM{ GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) —+r 11116" LAMI GLASS NOMINAL 7116 LAMI GLASS NOMINAL .090 DUPONT SUTAGITE OR ^4►" SAFLEX KEEPSAFE MAXIMUM PVS INTERLAYER 3116" HEAT STRENGTHENED GLASS oftimegittio ilmOrhe S pa Iblimess raw= Mp�t�[f K �dli rs iiwida 4;4- if I.7G aL S 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) iavo TgqiN01.043r P moscomaR, NOMA Viably aura GLAZING DETAILS aft ALUMINUM PICTURE WINDOW IMPACT amen. 2 • 12 42494 HEXAGON FULL CIRCLE MAX. SIZE = 8U" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SCL FT. OR MAX AREA =18.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX SIZE = 60' BE NEE, FLATS MAX. SIZE = 68' X 68` OR MAX. AREA = 20.71 SQ. Fr. OR MAX. AREA= 25.22 SQ. FT. FAN MAX SIZE= 96"X4T OR MAX. AREA= 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 95 "X48" OR MAX. AREA = 31.99 SQ. FT. ELLIPTICAL MAX SIZE =98'X4T OR MAX. AREA = 31.99 SQ. FT. RECTANGLE MAX SIZE = 48' X 98" NO.� E. OR MAX AREA = 32.00 SQ FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ARCH. MAX SIZE = 48• X 98" OR MAX. AREA at 3028 SQ. FT. TRAPEZOID MAX. SIZE =48"X96" OR MAX AREA at 31.99 SQ. FT. 1piwSa 2. 1410ONCT NM= as tompt0ag .MrwOdds Naiding CNN Aareptametis Ba1(yr Orr Amor*" FX amakos 8 F.K. IrrWic Are 4114427 UPOATE8 NOW NO CHANGE 7FB9 SHEET Dam& nor dookolot Corr FX 71t4W 1070 TECNVOLOOYOHNE 11000100410.99174 Ficar Vita* ?lamer FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT NAM NTS 1 3 '12 4239d j°/9 Robed L CWk, P.H. Stnwtuni HEXAGON FULL CIRCLE MAX. SIZE = 60' BETWEEN FLATS MAX. SIZE = 60* DIA. OR MAX AREA = 21.85 SQ FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX. SIZE = 96' X 47' OR MAX. AREA = 24.47 $Q. FT. OCTAGON MAX. SIZE = 60' BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. HALF CIRCLE MAX. SIZE = 88'X48' OR MAX. AREA is 25.13 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68"X 88' OR MAX. AREA = 25.22 SQ. FT. EYEBROW MAX. SIZE =96"X48' OR MAX. AREA = 31.99 SQ. FT. 98114p FRAME O.D. 96* MAX. ® T-- FRAME 501/4' O D. ELLIPTICAL MAX. SIZE = W3" X 47" OR MAX. AREA = 31.99 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. aw..W ANKH Ix Fx Agra Ifx Fx ammg Fx RECTANGLE MAX SIZE =,48' X 96' OR MAX AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48' X 96" OR MAX. AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE = 48' X 96" OR MAX AREA = 31.99 SQ. FT. moues ED sr essokrig orr..adr. *Aft Ode Awep."e. 2. W ram= itt taa i1 ...sp 4q risk lie fiat& SeamCak Awspiawa 0 Dar 414,137 Alec AtiD FRAME an. DIME SlONSAI,tAP1.47EANCHORAGENN7IE NO *AMU nos MEET a■ I O ThOHNOtOGY DRIVE NOKQYIIS, R.adva P.Q 9QX dial NOttt71 & FL$4274 Pc," iftsiblio Raw INTEGRAL. FIN ELEVATIONS lot ALUMINUM PICTURE WINDOW, IMPACT P*mi NTS 14 + 12 1a.r. 42604 11 lioeMtL. Clark PE PECOM TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16"A, .090, 3116HS) B. 7115" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1118" LAME LG., 3/181-S, 7/16" SPACE, 7/18" LAMI (3/18A-090, 3/16" HS) D. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3116HS, .090, 3/16" HS) WINDOW "X' DiM. F 14835 FR- -3835 F iL-3850 FTL -3850 GLASS WINDOW "Y" DIMENSION TYPE 28.500 34.000 39.500" 45,000 48.500 48.000 49.000 A,B,C,D 480.0 1 - 80.0 +80.0 ( -80.0 +80.0 j -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT 16.31 SOFT. 15.82 SQ.FT. 18.33 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +e0o I .80.0 +so.0 480.0 +80.0 f -80.0 AREA 10.79 SQ.FL 12.87 SQFT. 14.95 SQFT. 17.03 SQFT. +80.0 j 410 +800 I -80.0 17.60 SQFT.- 18.17 SQ.FT. 80.0001 A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 I -00.0 +80.0 -act AREA 11.88 SQ.FT 14.17 SQ.FT. 16.48 SQ.FT. 18.76 8 QFT. 65.500 1 A,B,C,D +60.0 ' -80.0 +800 1 -80.0 +60.0 ( -00.0 +60.0 ` -800 AREA 12.96 SQ.FT. 15.47 SQFT. 17.97 SQ. FT 20.47 SQ.FT. 71.000 1 A,B.C.D +80.0 I -80.0 +800 1 -80.0 +80.0 1 .80.0 +80.0 -I -80.0 AREA4 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SO.FT. 22.19 SQFT. +80.0 1 -8 .0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -60.0 22.93 SQ.FT. 76.500 A +800 B,C,D 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -80.0 +60.0 -79.3 -80.0 +78.0 +80.0 -78.0 +80.0 1 -80.0 moo SQ.FT. +n0 I .80.0 21.83 SQ.FT: +80.0 I -80.0 23.67 SQ.FT. 78.8 -60.0 +768 460.0 -80.0 82.000 AREA 15.14 SQ.FT. A +80.0 i -80.0 +80.0 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQFT. 24.70 SQ.FT. 25.50 SQ.FT -80.0 80.0 -80.0 +74.5 -74,5 +73.1 -73.1 +71.8 71.8 B,C.D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -8 .o +80.0 .80.0 +800 .80.0 AREA 16.23 SQ.FT. 19.36 SQFT: 22.49 SQ.FT. 25.63 SOFT. 26.48 SQFT. 27.33 SOFT. 87.500 +80.0 -60.0 +90 .80.0 +78.0 78.0 +70.0 -70.0 +68.4 - 68.4 +87.0 .87.0 C +80.0 8,D +80.0 AREA 17.32 SQ.FT 20.66 SQFT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. -80.0 -80.0 +80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +79.1 .80.0 , +80.0 -79.1 +77.3 -80.0 +80.0 77.3 +75.8 -80.0 +80,0 -75.8 -80.0 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 *74.0 -74.0 +65.5 -65.5 +63.9 - 83.9 +62.4 -62.4 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 8,0 *80.0 -80.0 +80.0 - 80.0 +60.0 -60.0 " +60.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQFT. 25.51 SQFT. 29.06 SQFT. 30.03 SQ.FT. +70.6 -70.5 +80,0 -80.0 31.00 SQ.FT. 96.000 A +80.0 -80.0 C +80.0 6,D +80.0 AREA' 19.00 SQ. FT. -80.0 -80.0 +80.0 -80.0 +71.9 +80.0 -80.0 +80.0 -71.9 +63.0 +80.0 40.0 +80.0 -80.0 +71.2 -80.0 7 +80.0 -63.0 +61.5 41.5 71.2 +69.5 -69.5 -80.0 +80.0 80.0 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. +60.0 -60.0 -67.8 +88.0 -80.0 32.00 SQ.FT. +87.8 NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUAUFIED TO THE PRESSURE OF A32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUAUPY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FITWITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. PROMO' liblatateD se asasaaallik the nada' ta+i.rc.+" Wt4 t"A IMMO= ARMED aimalabiapaill as Haab Stalisa Cab Amapasat . -._•. :art; ,. • OWN; Cada( a.r thowsor imalyr FIC FA F.K 4VA17 12/16419 Box 111443 -li.a"."' WSWEDESKiN PRESSURES PERASTI E 130042 ANDNOV& CLEAN LP TAPLE I DESCNPTIONAN3i16AON4 4. A GMAKiE Nam l ANCHORING YY B012SCREWS ID761Eap.a.D/ivaRIUF Naga 1336216 RG 4X/X v iFt3G74 113c1C FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW IMPACT 5 • 12 42604 a of Raw L Clark P.B. PE134 i2 BYW1al TABLE 2. DESIGN PRESSURES, INTEGRAL. FIN WINDOWS (8IMS ARE BUCK DIMENSIONS) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16"A, .090. 3/16HS) B. 7/16" LAMINATED GLASS (3116"14S..090, 3116118) C. 1 1116" LAMI LG., 3116HS, 7/18" SPACE. 7/16" LAMI (3/16A, .090, 3/16' HS) D. 1 1116" LAMI LG., 3/16118, 7116" SPACE, 7116" LAMI (3116118, .090, 3/16• HS) WLNDOW w DIM. GLASS TYPE F1L -3835 Flt -3835 F7L -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 49.000 A,B,C,D AREA 54.500 [ A, B,C,D AREA 60.000 A,6,C,D AREA +80.0 ( -80.0 +80.0 1 -80.0 9.70 SOFT. 11.67 SQ.FT. +80.0 j -80.0 +80.0 -80.0 10.79 SQ.F7 12.87 SQ.FT. +80.0 I -80.0 45.000 46.500 48.000 +80.0 -80.0 +80.0 -80.0 11.88 SQ.FT. 14.17 SOFT. 13.44 SQ.FT. +80.0 -ao.0 14.95 SQ.FT. +80.0 1 -80.0 15.31 SOFT. +80.0 i -80.0 +80.0 -80.0 18..46 SQ.FT. 17.03 SQ.FT. +80.0 -80.0 18.75 SQ.FT. +80.0 f -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 1 80.0 18.33 SQ.FT. +80.0 ) -80.0 18.17 SQ.FT. +80.0 -80.0 19.38 SQ.FT. +80.0 -80.0 20.00 SQ.FT. 65.500 [ A,B,C,D +80.0 ( 430.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 [ 40.0 +80.0 1 430.0 +80.0 1 -ao.0 12.96 SQ. FT. 16.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 71.000 1 A.B,C,D +60.0 j -80.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SOFT. 76.800 82.000 87.500 A B,C,D AREA A B.C.D AREA A C B,D +80.0 -80.0 +80.0 +80.0 J -80.0 19.48 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 22.19 SQ.FT. +79.3 79.3 21.15 SQ.FT. +80.0 -80.0 22.93 SQ.FT. 21.83 SQ.FT. +80.0 -80.0 23.67 SOFT: +78.0 -78.0 +76.8 76.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 15.14 SQ.FT. 18.06 SQ.FT. +80.0 -80.0 +80.0 -80.0 -80.0 +80.0 -80.0 +80.0 20.98 SQ.FT. +80.0 -80.0 23.91 SQ.FT. +80.0 1 -80.0 +80.0 -80.0 +74.5 I -74.5 +80.0 -80.0 16.23 SQ.FT: 19.36 SQ.FT. 22.49 SQ.FT. +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 25.63 SQ.FT. +70.0 -70.0 +80.0 -80.0 24.70 SQ.FT. +73.1 I -73.1 +80.0 -80.0 25.50 SQ.FT. 26.48 SQ.FT. +88.4 438.4 +71.8 -71.8 +80.0 -80.0 27.33 SQ.FT. +67.0 -67.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 79.1 +77.3 -77.3 +75.8 -75.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A 93.000 G B,D +80.0 430,0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80,0 +74.0 -74.0 +80.0 -80.0 +80.0 ,80.0 +65.5 1 45.5 +63.9 433.9 +74.0 -74.0 +722 -72.2 +80.0 1 -80.0 +80.0 -80.0 +70.5 -70.5 +62.4 -62.4 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.61 SQ.FT. A 98.000 I C B,D +80.0 1 -80.0 +80.0 T -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 19.00 SQ.FT. 22.67 SQ.FT. +71.9 -71.9 +80.0 -80.0 +80.0 -80.0 26.33 SQ.FT. 29.06 SQ.FT. +83.0 -63.0 +71.2 .71.2 30.03 SQFT. 31.00 SQ.FT. +80.0 -80.0 30.00 SQ.FT. -81.5 +89.5 I 439.5 +61.5 +80.0 -80.0 31.00 SOFT: +87.8 -87.8 +80.0 -60.0 +80.0 -80.0 32.00 SQ.FT. NOTES: 1fis, 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIB LISTED IN TABLE 2. OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENERTYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. Monk Das MIAs 'AMMO �7 Aem UPDATE DESIGN NIF-SSIANS PER ABTLE 000412AMOAKJTiS • aF{1NUPTABLE2DESC TIDMANDF £ Fit FX ado T2//2,W 7114&S A NNW CHAAGE NOTE f AMMONIA; iMTNNTSCR NQ Nor MOM" P.O8QKMN M 1130741 BN4► INTEGRAL FIN UNIT DESIGN PRESSURES PRODUCT RENEWED ae e.raylyiq.ith the Merida iherlinCerk hoteplaus N". Reploolee IMMIOUCT *MIND fiwlrtirlawYlrMra� Aspoesee his ALUMINUM PICTURE WINDOW, IMPACT s.a.nr* FN�Y -701 { IvTS { 8 •12 {`a" °`** 4258-4 { be //,--"*" Robert I. tilt, P.E. SIAANOM PBt 2.784" OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) d ALONG ENTIRE JOINT SCREWED • RNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASSY WELDED CORNER ASS'Y (FLANGE FRAME) • 2.784' --�- 0 0 0 MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PROM= ASAEWED as amply* aide the Maids addle Cede Metiltalte sy AsfissAsa Ws i Mai aiYr MOM= arrow messpEshatililbesEldis IshhtsCedi Aftriajc is FX fienaas FX FIG a.� OrAtiave NOriiANGETkWslur A armaes NOCHANGE THifi * EV arr 1 1014 TECHNOLOGY' DRIVE AMEN. RNEM P.O. fp(IS2Y )40101/1119, ECM SECTIONS & CORNER ASSY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT PN17af �HA1 7 + 12 Io...r 42564 4 2.784• 1 MAX. DAYUGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) bolos Fx Usurp Dom 40 FJC ALONG ENTIRE JOINT KEYED CORNER ASS'Y wELD (INTEGRAL FIN FRAME) 0 o III iui ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 0 0 0 MAX DAYLIGHT OPENING brc 6�Ic anikiaals • NOC ANGL MISSNEEr War t2/149:1 7714103 ARiois A Omar to NOONNGE TNT Miler Dm I 10101EGr10LOGYDRIVE maws. It SUM P.Q sax 1670 • magma FLJ1i1{ 2J84' .—•: INSIDE rrooucrx 6J 4 WMrIM fallioAk a VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW. IMPACT MA' 12 1 re itL tart, P 6 PS 1136112 btrw ITEM PART # DESCRIPTION 1 4256A 64266 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 84253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PDX #8 X 1 QUAD PN SMS STAINLESS STEEL _ 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 84255 7118 LAMI GLASS BEAD 11 4254 64254 1 1118 LAMI I.G. GLASS BEAD 12 1224 STP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/18" LAMI GLASS; 3118" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 18 1 1/18" LAMI I.G. GLASS: 3118" HEAT STRENGTHENED OUTBOARD - 7118" AIRSPACE - 3/18" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/18" LAM! GLASS: 3118" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3(18" HEAT STRENGTHENED 22 11118' LAMI I.G. GLASS: 3/18" HEAT STRENGTHENED OUTBOARD - 7118" AIRSPACE - 3118" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3118" HEAT STRENGTHENED r-2700-1 ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 ITEM 11, 1 1116 LAMI I.G. GLASS BEAD MAIL: 8063-T6 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL.: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 laiNEWS as twapt i11tWOO * PPM*, & Mhs C.a. Merfresms lEspinema eat IMODUCT ROM= ossawykyksaratit Odd* anal c Dix a tm wm arnibbor s M3 CHANGE ON 'MEET NEW IV bits PJC i214,03 011•.1' twc FX _ MAX A NO CHANGE ma SMIE�'T omialiao Duos 1 ION TES OOYDRIVE =COMA R.10711 P.Q& HOMO NOVA FL SelaI Hai Viadbb Beats EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT Pwiei 1 � 9 et 12 j""" 4284 , B .131' DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 5' O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4' MAX. I SHIM T CONCRETE ANCHOR (SEE NOTE 1) A 114" MAX 1 SHIM .;`; 14 • "'• SEE NOTE 1 FOR "'. + ' EMBEDMENT& • WOOD ANCHOR (SEE NOTE 2) WOOD ANCHOR (SEE NOTE 2) A 1311'!* MN. IEM8EDMENT Ai 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: jzltvl& 1. FOR CONCRETE APPLICATIONS , USE ONLY NMI-DADE COUNTY APPROVED 114' ELCO TAPCONS, WEEDED 1318' MIN., 5116" ELCO TAPCONS EMBEDDED 1 314" MIN. OR 114' SS4 CRETE -FLEX EMBEDDED 1314" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4' MW. PS- ,1,l%slii 2. FOR WOOD APPLICATIONS , USE 812 OR #14 STEEL SCREWS (65) OR 114" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS 18 LESS THAN 1 112 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 112' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 118' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A *12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. andlif 114' MAX. I- SHIN! T 1 3/8" MIN. A EMBEDMENT INTEGRAL FIN DETAIL B 2x WOOD BUCK (SEE NOTE 3) 114" MAX. I SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A 114' MAX. 1 SHIM T SEE NOTE 1 FOR .+ : ; "' .. 1x WOOD BUCK A EMBEDMENTi . Z • : .": ' ' : . ..: (SEE NOTE 3) L 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR t5 KSI MIN, CMU A 1 PYtAkaLl eu ra+.:A ceaptjns dt4 do F, ide Atyttottapt 4)&11 II. lb __ F Ittsblizgeotte FX Pre Asetvve ft REVISE ANS IMAM ANCHORAGE FERQ BfTPDC 1Mwb�'' PJC nc QW4GENt??EtANDFASWF ERSPAf SPACING W At 1470 TECtealtOGYORNE RJfPTO A.O. BOXitt1D sward ft BC" Vitti it Bear rmoom ANCHORAGE - HEAD, SU AND .LAMBS ALUMINUM PICTURE WINDOWS IMPACT NAM 1 Io.12rm."'421184 �g masnam2Mdiallummaanimimmanammununtammummia IMINNENIMIN 111 IIREIREEININEMBRIEBEINN 80.0, 0 12111REEREIMINEMMINERINN ° 9199919 @N8999B9114999BB911191999999 7i 0' 111111101111,111BIERIEREMIN FREE1919191EMEMESSEMEN 82.0' ° ° ANIENIMM9NEI9 @NERE@9N @9 m CIEREINI11110111111111111331 ° 9119919111889919111ME989EEM NOTES: 1. SPACING FOR S UARE RECTANGULAR WINDOWS: MAX ON- CENTER (0C. AND 'r DIMENSION FROM TABLE 3 (MIN. 21/8' O.C. CONCRETE SUBSTRATE) MAX. 8112' FROM 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SOU OR RECTANGULAR: "Y" DIM. L FIND THE SMALLEST WINDOW 312E IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY — USE THE x DAC CEN DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE EEDIN F11 WITHIN AND _ � _ UMFERRENCE NOT EXCEEDING 8112' FROM ANY Ca�E ENTER _� ANCHOR4 WOODSU8ST247F ALUMINUM PICTRE WMDOW IlPPA CT ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.114" ELCO TAPCON 4.114' ELCO SS4 CRETEFLEX 5.5116' ELCO TAPCON 713DMVOLOGYOMIrE Immilt nun wizzessa A. a Doe $17 e w Maw NEW SHEET Re r WIND. DIM. WINDOW "Y" DIMENSION TI I 11111EREMEINEEMEMENEEMMIN INEMEMIUMMEMBI ° 9M9999E9@ BNN9999B0ME8999 @R9S8999 CRIENNEEMBERNMENSEBREE 761111EIBERIENEREBEREIHER INIMMENIENUMEMEEMMINEMEI oliMMINIUM0@9I9NEM9999 @NE899 NOTES: SPACIN FOR AND RE WI °�9 999��9N9�9�9969��9E80 @99990O�� @96= MAX. ON-CENTER (0.C.) W1 AND "Y'' DIMENSION FROM TABLE 4 (MIN. 2 1/8' 0.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CCRNERS AN H DIM. fINO 771E SMALLEST WINDOW SIM IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY —� DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE 11 FRO AND USE THE ON-CENTER ®�® � OR CIRCUMFERENCE, NOT EXCEEDING 8.'112" FROM ANY CORNER, ANCHOR TYPES 1.#12 STEEL SCREW (GS) 2114 STEEL SCREW (05) 3 114' ELCO TAPCON 4.114" ELCO SS4 CRETEFLD( 5. Stir ELCO TAPCON PE swig NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006255 -R4 DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural COMPANY: JELD -WEN CODE: J-104-3 REVISION DATE: 06/08/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAMICertification corn. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Exterior Doors JELD -WEN's "Steel Wood- Edge" Double 3737 Lakeport Boulevard In-Swing/Out-Swing Entry Doors Klamath Falls, OR 97601 w /ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: 10-0.125" Temptered Glass/ Laminate - 0.125" Annealed Glass/ 0.090" PVB by Solutia/ 0.125" Annealed Glass . Frame: W- 62" Panel: W- 3'1" DLO: W- 1'10" H- 6'11" H- 6'7" H- 5'4" SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +60 /-60 psf Large Missile Impact Rated Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL- 210- 3195 -1 (Structural/ Impact)/ NCTL -SJ W2011 -070 September 30, 2013 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 TEL: (804) 684 -5124/ FAX: (804) 684 -5122 Florida Building Code Online Flo licki Bus'nesy Protessi Regulation BUS Home I Log In I User Registration 3iatsrair {. Product Approval USER: Public User Page 1 of 2 Hot Topics I Submit Surcharge 1 Stats & Facts t Publications l FBC Staff I BUS Site Map I Links I Product Approval Menu > Product or Application Search > Aonlication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL14569 -R2 Affirmation 2010 Approved JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc@jeld- wen.com Janet Gerard fbc@jeld- wen.com JELD -WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535 -3936 customersenriceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, andard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 ZI affirm that there are no changes In the new Florida Br Code which affect my product(s) and my product(s) are Ir compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ()Yes No 0 N/A FL14569 R2 COC SA14569 stoned and cert.odf http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx ?param = wGEVXQwtDqu... 4/28/2012 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 12/16/2011 12/16/2011 12/18/2011 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14569.1 Steel, Wood Edge Door 6' -0" x 6' -8" , Full Lite, Single or Double Door, Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Product must be Installed per manufacturer instructions as stated on drawing 3W050903 Certification Agency Certificate FL14569 R2 C CAC NI006255-R4.PDF Quality Assurance Contract Expiration Date 09/30/2013 Installation Instructions FL14569 R2 II 3W0509- 03.PDF Verified By: National Accreditation & Management Instil Created by Independent Third Party: Evaluation Reports FL14569 R2 AE PER 1398 6-13- 11.odf Created b Inde endent Third Pa : Yes Sack Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: BIN Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public- records request send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's AD. accessibility, please contact our Web Master at webmaster dbor.state.fl.us. Product Approval Accepts: tied tSAFE http: / /www.floridabuilding.org/pr /pr_ app _dtl.aspx ?param = wGEVXQwtDqu... 4/28/2012 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 - 644 -2366 FX contact @buildingdrops.com December 12, 2011 TO: Whom It May Concern FROM: Alexis Spyrou, P.E. Registered Florida Professional Engineer #68101 MANUFACTURER: JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 FLORIDA PRODUCT APPROVAL #: FL14569 -R1 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Swinging Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT. EXP. TEST STDS. 14569.1 JW0509 -03 1398 N1006255 -R4 09/30/2013 TAS 201 -94 TAS 202 -94 TAS 203 -94 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1 of 2 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 -644 -2366 FX contact@buildingdrops.com Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYROU 2011.12.16 16:29:10 - 05'00' �`.001llielt1,4.t RP a • No n. m 2 r .0 Page 2 of 2 0 • ^ •• •• • .• • TATS OF ,r lb F` '� •0 R 1©A• �� E sits IMPACT GLAZED STEEL OCOR fr,s ourswffiro some air orame 000R usrr LITILMS COMFONENTS FROM COL* INC. MD ENDURA psoouors INC. GENERAL NOTES PROM= NtimivatIED To tolsPi Wm iNEvAxinatraaRtat eveLveva =rm aasE. UN THZSMNEEMM,SE4tEitt4art.tocum2 vet fa/WAND/14S SEEMEVAILWIEp OtIdattOMOMISE WITh IHE FOLLOWINOt Mgt 201.84 aw 2 ASMErsesa IttOOOSOI AO 4E32140 AVM Ettss.es TASOttOo4 4$ !O EM341 14001400 8YThS. stuStEE MOMS= totOPEoi,V10 LoAas VINE smaleraka Arvotaitszow4lieoi susremeamE0Asivatilvtisv MekearisifeemeNT n7a/lsE mamma EMU &EEZ2D WALL Ottiataia 4: PRt-P.SuMfwINO SEE way/ PAGE L. 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VIEWS OM EXTERIOR', 2 — FOR RORriONtk .ARCHOR IN. 1X ERUK - OPTION tN MAONNY/CONCRETE, SEE SHEET 4 FOR DETAILS 3 — FOR SUCK OPTION IN . . SEE SHEET 4 FOR DETAILS. rtx, AS ILIOTE7D EAS IX 'nom Aas Mix113 spasm RAMA P-A 10.51141 =mama LiC. Iv iv. waupatt9 avf.eve. as WATER PAM. FL Ma PaPE CERL-Ot Aura sars20 '7° `IA �1r't. 2I. P' i.' z' P pBy dns' -1 x�� ,- 1- 54111�� #.: fa�9 it!...a�3` ' jZ 1,a& {- P =£IZT.,4�1i�i.".+ri� "d ]riaLiI ITN it7/611:..w:;_■:1-41171011.11f 111111111111111111111111111M:', .1111111 14 1ff 6a 16 ar �i[aa .3•.��Yexx t. 21110)ai.L E-''EU ��li3a �tif. =eSY2e to �?] -�°. I��a:ii}:�d �I$T�tz fix, >T3$r�lT,s. �n`3FLs.�' fir. I .1r 1.61 qq��qq 'i 1` ri'rr�ti %`7TH t SdJiK'1�9li �'�Y'�' i,.nss1[0/- 1-"'F::cf way ,,;P ee.,,,TIIt 'aL sr1.z� et Eta [itc ��d *- telly'`* I IK Imo. tat E EMAIL oils INIERKIN SMINALI NOTES; .m FOR TAPCON MASONRY AND WOOD SCREW ANC SPACING (IBS #5 & 04), SEE . SHEET 3. E> FOR VERTICAL ANCHOR IN 1.X SUCK OPTION IN MASONRYfCON k:it. SEE SHEET 4 FOR UET. OSEPCTONN LO Y, ANAUGN O CAN' M B B E A PL'LAOC$EC D AS R EMBEDMENT 4S ACHIEVED. f7N '77 F 1° MI$ VERTICAL CROSS SECTION fl . CONCIQBa INSTALLATION :SAL 6' AL A' frin.WD • 44.14AZIA kd;47 All At" - ____..........___ ,i-itt -,,.„t„., . mr 11111 4.: ' 1 1 1•111/ 'A •s, IIIIIIIIIIIIIIIIIIIIIIIIf . Oh ..,...$ ; ' i i .. 011114111 1111111-"" 40.2 t iit, ;.. ''.,..r'.-' i ..'=.—. ..--i=1.=....--S % 1 Y.? -.:1111i7j: ' AMEN .1. , . MIN 0 Illill'Are 0 0 : 0 111 0 _ • .„, t ATIARIMITAL ,t, amens, mitt IL" IF comaisre lierrazAMArtscAt& e:k. ,.._,... II • MEM C> ASt4St FAN m cc. actur 5. tom or 14 WRS,. C> itARN ftre MAMMY Me RAM MOW 37) ASIPAAW ID4 NAWStAiii,E PUM strat NATES feMAINE iS 3 . 1401/48 FIAT OM w� lf SM, C> 181$ elam m stoma mamma ma met mom 3/14" IIW anao• WW. • FOR TNVONt MASONRY APS VOW =NW .44000 SPAZOO orma 4$ goo.). a) FDR welmv. AMNON 41 Ma= WM IX 14=414VIrtt 401M SEE SAW" 4 Ift47414 0121.4:Ziegcansi sinew OF PD !,L5 41:La ..Ar& SAFFE • 44; r wet r 1 V' rwlL fo'i7Ff m -0 VERTICAL CERSE OPERATRIP WET a OPTION 111 AVASONETARECACTE 0=1P ■r-O") /4' Eta 1/4" VAX SSE 1 ve OS !zi (47) 0 ():1.,,,ji214 OMIZI.2T MOWN SEX OEM A 94EET 7 wrim e), taw ravel WS447. Ate MVO Mier ANCHOR $WORD OTEMS .auta 1_1/4- 1. war ipz VOL DM TIONAL MASONRY/CONCIME INSTALL CROSS SECTION OF HP-AD OR JAM loo 4-4— —je ALCM GOMM RAM% eirlas EginWORIM uha lax MVO/4 AVE. W. CO IOWA FMK a ter0" fEIDE sort to *um isa. 4 fr 2_ SEE DM. S SHEET 5 SEE DETAIL A r 12 1/2" TYP. O a ,? gN A* to a. 0 at-so 0 a x it a 0 .0 —I 74 Aga ta tat p- .(8 C9 VO 37 1/2" SEE DETAIL A SHEET 5 a" 2 1/2" TYP. 74" SEE DETAIL A SHEET 5 ALL talstAil I I As LItt fl fit2liallEIEKEELSX SEE ANCHORING LOCANHAT dummy SINCLE UNTT ot) =Le 1,/e 71,87 Le ow :CAM I 41r—Ir • vz;› I No 0.87AIL f 1111X881./ROU ROMA PS. 40.11610. CERIWORES, LW. Wit.PaRtaitalikaAnt.n6 WNW PAM, Ft. MS MAL Di WM . A -"kW WOW GNAW STRIKE PARTE SEALE 3 4 x/16"• 1 --I 9/16. gaol, .% —2 g /2 "— mezzo p AST dTR 0" -4i 1/16" (Mh RIMS 4a4 tri, CZ 6' 441 '- }°: C -S1 9. J1�dii 600 SCALP r t -r a or 11, 6/16" X$ ftFAr. COP SCAM; -tom --.2 v to W000 INSTALLATION WI W/ 1 1/2" MINo:: F BEoMENf ALLWNS INTO WOOD SUBSTRATE AT HEAD W JAMBS. 2 -13lC x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3-USE x/18" ITW TAPCON ANCHOR W/ 1 1/4° MIN. EMBED. WHEN MULLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. 'MAIL A - COUATSRSJNS S11?AIL SCALR' f 1/ c1 -Q Oro SPY, ATE •0 M . •RONDA PI. O!a el 117 mimosa mt. *m s 112119TR PARA FL Fewcturr.waum metros /1\ CertWorks ... it works FBPE Certificate of Authorization No. 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX info @certwrks.com Product Evaluation Report of Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate Method) Exterior Door Assembly Swinging Exterior Door Assemblies Wood Edge Impact Glazed Steel OS Door Wood/24 Ga. Steel 74" x 80.75" Prepared For: Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/6/2011 Contents: Evaluation Report Pages 1 4 Installation Details Pages 5 & 6 `vatiattiso : No r 1 • 7� .• .•-o: :CC :"P ATE OF _, :jai 41111111‘00- Digitally signed by Alex Spyrou Reason: I am approving this documents Date: 2011.06,.13 15:37:29 - 04'00' Alexis Spyrou, P.E. Florida No. 68101 de\ CertWorks ... ►tworks FBPE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Manufacturer: JeId -Wen Inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(d) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74" x 80.75" Scope: Limits of Use: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for Jeld -Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See Installation Instructions JW0509 -03, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an Impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509 -03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509 -03 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 CertWorks ... itworks 4/\ FBPE Certificate of Authorization No. 28520 FL #:FL14569 Date: 6/6/2011 Report No: 1398 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E 330-02 • ASTM E 283 -91 • ASTM E 331 -00 • ASTM E 1886 -05 • ASTM E 1996-05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL -210- 3195 -1, Report Date: 04/28/2005 Report #: SJW2011 -070 Report Date: 06/03/2011 Report #: NCTL- 210 - 3195 -1A, Report Date: 04/28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER 1773) Certification #: NI006255 -R4 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering.. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 /Ns, CertWors k ... it works FBPE Certificate of Authorization No. 28520 FL #:FL14569 Date: 6/6/2011 Report No: 1398 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509 -03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 dgeN CertWorks ... itworks FBPE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Installation Method Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door 6" Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 12 1/2" TYP. 6 "--1 I 1 1 1 1 I 41) ^1 0 ---6" TYPICAL 6" TYPICAL --• 1 1 1 1 1 12 1/2 ' TYP. 6" -- - 74" Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Alorth Venice, F1.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and lea ewes 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 Dadc County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to J>avc this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - APPROVAL DOCUMENT: DIZIWing No. titled eImpoet-Resistant IuM.LTube 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. MIS :PACT TINT: Large ond Sat Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Mimi -Dade County Product Control Approved ", unless otherwise noted herein. RENKWAL of this T1OA shall be considered after a renewal application leas been filed and there-has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA zevlses N'OA 1#10-081911.5 and consists of this page Land exis ence E -3, as weil as apptmaJ document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786): 315 -2590 F (786) 315 -2599 www.m$amidade.rav leers/ 4wirii+l .?_ s K• .i- APPROVED 1 !, WOATto. -11 .:i'1 Expiration Date: May 26, 2016 Approval Date; December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. SWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on.: 1) Air Infiltration ration 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) Cyr Wind Pie Leading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1. thru E-1), dated 02/28 -11, and addendum letter dated 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10- 0819.45) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and FBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and - .45 .. ng on 05/26/16. 4 E -1 Perez, P.B. Product i + 5 51 Examiner NOA No. 11-0922.01 Expiration Date; May 26, 2016 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON- IMPACT OR LARGE AND SMALL MISSILE IMPACT RESISTANT PRODUCTS FIGURE 1 MULTIPLE MULLIONS SEEDETALE ATWW G Mara 24 LENGTH ADDTIOMU. EXAMPLES OF MULL. CONFIGURATIONS: r--OPENING WLTH- -1 I+--- HORIZ. MUU. LENGTH-1 gIgIga 1. 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 13 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 MULLIEXJ CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4° FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULUONS ARE CALCULATED TO DEFLECT 310 MORE THAN U18O. THE 1/3 STRESS INCREASE WAS NOT USED N THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMIS.Y 1S THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE 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 OP MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. S) 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 83 PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FfL -6443; ELCO ULTRA{ONUAGGRE-GATOR NONS; AN38AFBPA N08 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 POT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. • SEE OORRESPOIONG DETAILS • FROM FIGURE 1 ABOVE. °FENINBwow FOR VERTICAL M AL ,.._� OPENING WIDTH FOR VE SON. MULL MULTIPLE MULLIONS GENERAL 1 IN8 TRUCTIONL .. «.......,........_..1 ELEVATIONS .._..._......._ 1 MA.1. TO 2X WOOD_.._ ._ .._ 2 MULL TO 1X & MASONRY,.......- 2 INSTALLATION NOTES_.. _.._. 2 MULLTO LJY......._,_...... 3 MULLTOME I. STUD..._......... 3 ALTERNATATE (2.8°8......__.__e4 BAY MULL E1STALLATION..._.._,... 4 4 X 2 X.126 MULL SPECS_...»....3 1X2X.398MULL SPECS.„ .w_8 1 X 276 X.396 PILL 1 X 278 X E8 MULL $PECS.....,..8 IX 3.128X. MUU. SPECS 9 1 X 4 X.125 MULL 8PI ........_IO 1 X 4 X.375 MULL SPECS.- —.11 1.28 X 3.188 X.235 IMO. SPE3812 2 X 4 X.25 MULL SPES......,....,13 2X 6X.25 MULL SPECS...._14 1.28 X 2.11 X.126 MULL SPECS18 30° X 325 BAY MULL SPEO$,.„..„18 45°X 325 SAY MULL SPECS... 17 MULLION &CUPDTh NB 18.20 EXAMPLES 1 LOADING NSTRUC1121R 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR °TRNANGULARJTRAPEZOIDAL °. 4) FIND THE CHOSEN MULLION'S MU LIO CAP C'TY Bj FT) FROM TABLES 1A THROUGH 13A, ON SKEET$ 6 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 (LBSRFT% OBTAINED SHAD. MEET OR EXCEED THIS DESIGN PRESSURE REQUdiEMEP1T (LBSIH 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 CAPACIIY REQUIRED (LB8). THIS VALUE REPRESENTS THE WNDI.OAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY 11.351) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORISUBSTRATE/ ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY 13 MET. 7) IF THE MAD, O% CITY 0.88/F'f' OBTAINED IN THE TABLE 18 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT LBB!FTp) 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 83 USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBLS/FP) 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 FORA PERMIT. ;y vINN 313. Ero 6 DETAIL k MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STAMM° OR OFFSET WI CLIP MAY BE INSTALLED BY MS METHOD. MULLION FOR WOOD ANCE .v. EXTERIOR TYP. ANCHOR SUBSTRATE, SEE TABLES 1B-10E • FRONT VIEW SUORSTRP AND ATTACHMENT BY OTHERS, SEE NOTE 1 SHEET 1. LLION SEE %METE 141.20 FOR HOVE LOCATIONS .21EF P.MX FOR ALL WE-LIONS TYP. ANCHOR /—PER SUBSTRATE. SEE rABLEs 03-1103 EMEND INSTANCE SEE TABLES 113.4013 SIDE VIEW INSTALLATION NOTES:, 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOMMALL DRESSING OR 'STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIM SHOWN ABOVE ARE FOR PICTORIAL, REPRESENIATION 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 I3E USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD, 4) W000 sums ARE OP110NAL, SEE DETAIL C, SHEET 3. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCOV4" B.S. AGGREGATOR MASONRY ANCHO'RS. DETAIL S: MULLION ATTACHED TO IX WOOD SUCK AND MASONRY (STANDARD CLIP SHOWN) SUCRE/RV AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.741 CONCRETE ORA= • EBBE DISTANCE FOR diASONFP/ ANCHORS EXTERIOR EDGE DISTANCE FOR ANCHORS ANCFOR PER SUBSTRATE. BEE TABLES 10-10B MIN 2.7 KM CONCRETE CD pig; FRONT VIEW TYP. MCP= PER suBsTRATE. SEE SEE TABLES 13,403 • woe DISTANCE, NESSE TABLES 13-103 S ®E VIEW arritaRTHE STANDARD OR OFFSET MUD. CLIP MAY BEI DISTIELED BY THIS METHOD. PRODUCT REVISED 1.11 complying ITN% the DAMN; Coic &wpm= No : . I _ * No, 687t -13 471731 "14L9/614111 A. LY141:4 Wei -- FL P.E, DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) —I .12E 141N. DETAIL E: MULLION TO MULLION INTERSECTION ,N ME (U -CLIP) ETHER THE STANDARD OR OFFSET MULL CLIP MAY BH INSTALLED BY THIS METHOD. TYP. ANCHOR SUBSTRATE. SEE TRESS 18 -108 1) MAY BE INSTALLED IN "TEE" OR "CROSS° INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) $EE U-CLIP DRAWINGS, SHEETS 18-23 FOR CORRESPONDING MULLION. EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EXTERIOR TYP. ANCHOR 7-PER SUBSTRATE SEE TABLES 18.108 EAS E01dINT' BUCKBTEP AND ATTACHMENT BY OTHERS. SEE NOTE 1. SHEET I. TYP. ANCHOR pERSUBSTRATE. SEE TABLES 16-108 FRONT vim Bee SHEETS 1840 FOR HOLE LOCATIONS ENE cosmos STABLES 18-105 MN 21 KM CONCRETE OR C1NU FRONT VIEW SIDE VIEW TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1 &108 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 TIE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HECHEAD OR FLATHEAD 4) WOOD BUCKS ARE OPTIONAL. SEE I>ETAY. C, SHEET a 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCOO 1!4" S.S. AGC tEOATOR MASONRY ANCHORS. SEE SAWS 1840 FOR • HOLE LOCATKINS EC68 DISTANCE SEE TABLES 1 &108 NOTES: 1) FOR 2X WOOD-BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. SIDE VIEW DETAIL F: DETAIL G: DETAIL H: FIELD - MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F -CUP) (ANGLE CLIP) (ANGLE CLIP) SEE DETAILS A.E, BFIEETB 2 AND 3 FOR INSTALLATION TO SPECIFIC 6UBSTRATE& 30.OR 48" BAY MULL O O O 0 SIDE VIEW SHOWN WITH 1"X 4• X .122 �I'j TOP VIEW TOP VIEW STANDARD 8JLUON CUP -MOTAPI DTOPIT P LD CONDITIONS, DPP. ANCHOR PER SUBSTRATE, SSE TABLES 18.112 TX8"X.126" ANGUS 91.IP. i a PER MULLION END, MUST BE WSTM.LED *ME OP MULL. INTOWOOD, STEEL, ALUM OR MASONRY INTO PJOOD, ST2L, ALUM, OW OR MASON EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26° X 2.1? X .128" MULLION. 2) SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X8 CLIP IS NOT SUITABLE FOR THIS APPLICATION. NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 18.11 8 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. T LE 1A 1z2x.125 Mud. Tube rduuion Mullion Ca whyTable OUR) Opening Width (far vertically-spanning mtn8vrre) or Opening He(ghtUTor hadawttslYspanntng mulons) 8010 Raolanguar TFagg'ing, Loading Lmtlnp R3012101112 VaWTdeg Wang Loading 71310 RecoennUiar T1grlong. Wading . Wring 410 884 1004 120 in 14018 1804 Rectangular Trainla g. Loess Lam6tg r Tqr, Loaning Loft Reolantallar Tat 1.2424 Loading Racks/Oar 1742/9029. Rectangdar Thealklang. loading Lostt g Loading Wading 044909 eler T32TT0eno. Weft italna 1 11 1 m z 42 4 1112 1226 332 408 1 11 11 1-1 1 11 it 1 11 11- if 11 1 1156 79.9 107.8 69.9 1044 319 621 104.0 318 6 .5 408 1040 318 40.6 1 1 1 1 it 104.0 3 88.8 408 '104.0 319 310 104.0 319 4810 74,0 312 83.8 288 02.4 312 73.4 312 874 249 48.8 312 832 248 41.8 81.3 244 37.5 312 01.0 244 312 312 91.0 244 *8 212 81.8 244 28.4 312 81.0 244 50.025 In 281 70.8 234 83.2 281 81.6 482 281 68.7 224 382 281 681 222 201 80.1 210 31.8 281 48.3 218 208 281 492 219 27.5 281 40.3 210 220 49.3 219 8461 004 834 820 3Qr1 80.1 247 200 181 67.0 41.2 35.3 207 170 166 420 32.0 27.0 247 200 181 40.0 354 383 '202 180 182 37.8 27.4 23.7 217 200 181 449 81.5 209 188 188 140 32.8 242 20.7 247 200 181 41.8 20.9 24.0 160 180 148 282 21.3 18.4 247 200 181 39A 27.1 228 134 185 144 262 10.2 18.0 247 2011 181 30.4 20.9 21? 163 15T 143 31.8 18.0 38.1 280 193 189 168 247 39.1 193 18.4 247 ,331 185 6887 188 302 24.0 185 28.' 129 209 23.1 138 100 185 21.0 134 72 In 222 130 22.3 18.6 138 12.9 110 16.0 139 17.0 110 id In 184 128, 127 100 15.7 126 108 107 704 17.6 118 18.2 104 TAKE 1B Anchor CIp Pamela 2 Andfnas 2.70 Comets Anchor Caplet/ TON (Ibs) 524 acne. IB+Ao. c04u RNA MU PTW4od Andorlypol 912 EIoot8raoan 114° Mao U41 6t12 804 U6re4m 8012" Eton UOraomr 1W eau mama 1/4"SSRao 8/16'Eke Aggeador UAn007 104' 88 E4o Atigreedar 010 Edam Samar tg6) 012 Steel Rama 04 t 012 31221- 9260 0:36} edge Mares 803 Embedment On / 0 Cap +- . 1) 4 Smears 1.18 MK O.C. / Standard 84 C86) alp fig. 4 moan 5 3" Min. O.O• / (2) 226 Aagl4 alga / dig. It 2 Amhot= ® OAS" Min O.C. / U UBp. 410110' Akin pg. 4: 1 Andes/ 1,4311p )4.4 2 Amin2 w 1.15" Mc O.CJ F.plp tog. 8)11 1" 2222 1-114 1404• 390 6s 490140 70062 R6'* Y 2.1/2° 162 1'414° I -1/4" 1.104' 192 22 196162 249010 30010 NIA 22880 44082 82202 13680 142 es NA 19042 1' 240' 1 -1/4 1.104" 141* MA 7110112 IRA 177 ge 37040 NA 2' 2' 0.461 1•014' 1.014• 4 the 6 its NA 194. 90086 8891be N* . .9A 23492 232112 NA Na NA 2884 Re N/A 801 wa NA 862 ms 882 as R9A 0 %02 San 14/8' 420104 940160 840160 792 210162 420 142 0222 4m nab Ibe 1120100 1120160 10166 23062 dame NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1; 0 133 URE 3: • FIGURE 4: IRI • 0 1 • ANGLE CUP MUST BE USED N PAIRS. FIGURE 5: FIGURE 8: IGURE 2: • • 0 • • ANCHOR CAPACITY ADJUSTMENT FORMULA: 034. ) X / ANCHOR CAP.,.:) =ANCHOR Clam'... MULLION CAP..... USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 LOWER THAN THE MULLON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY SE 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 LORI:N 3. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENNG WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SI E;ETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED N THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1820. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 801 SPECIFICATIONS. HOLLOW ARID GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO MTM C-80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 8G OF 0.80. ALUMINUM SHAL(. SE 6083 -T5 AND SE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A 54INIMUM GRADE 33 AND .047 THCK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -.1 1.000" F 2.000" .125" 1° X 2' X .127 MULLION TABLE 2A 1 x 2 2 .375 Alum. Tuba 80 m Rantangular I Tmp/rdeng. leading Rentmlgeler Wens fi Minion Cape0ry Tubb (lb11A ) Opening Width( Tor Ily- epenrdny01 Bons) orOpenln $Herght(forhorfzontely.OpalmI gmunane) 701n 82In 901n 100 In 120 In ea R4o15n9gm Reel�alr teWTdsrlg. R9etHet M PI PI PI M LOeeleg a• 1000018 LwditN Wmgne 1400 100 Roateler 1 I 1 loading if Tetp/7 gng. 1050 Rentangukc 4a unp Lantana 1 ReaboasOr 1 1 PR 421n 170.0 820 436 lF'i 17oQ 476 EL'k7f""� 1700 sae R&Ti es1 R }31[4511 1009 eaa ifTT7l47�'17f: 7 9�B lTr7� ilk '7E1"T:1fSFZr/R7f':7 1en.B fSFlf 4'l gm N!T:111^l �� 607' 1040 449 ®M 410 �7 108.7 403 780 1028 BOT 88.8 (0.8 ;607 820 998 &l7 60r 56.0 998 aa7 900 .0 JAY 090 �H 11441 83.3 C82� B1A ®�� ®�� 42.7 ��H�}}!�B�� 00.8 HHH ®8 8 _ e01n 823 D O ®� Bf.6 270 m @mm *. 2334 m 280 �� 40.8 D� S24 .P1.0 �,fiif0 40.8 928 320 48.6 DDD 406 72 820 CI 89 b1 m 87.4 Mm MM 380 CIMmm 204 MOICIM I 4 MCIMMMCI 280 MMM �0 ®0 034 r� 161a KO 288 40.0 290 890 2M m Mm �M 28.0 Mm 28'4 CIMMMIO 28.0 210 ® 27.7 �,}� 1i8 CU®M 32.0 MM 98.4 728 MC 00.0 MMMMMM 188 718 MM 200 228 49.6 DIM/ 72.1 188 m '�.3 ®M0�' ® m 10 0 „ ©® 2.ot ® 170 282 HEM : REIMMS 212 �i� Miiiii®ili iniMIN �iM 2 iEI " illi 08In C© MMMMMMMMMIMMMMMMrMMMrMMN�iMIMMrMMIMM TABLE 28 Mahar Patterns 6mbsdmprd On kl 14114` 1-0/44 1454' 1-174° 1.114° 1 -114' 1.114° 1.114' 1 -114' 815afw9d 2.78 Comets Anchor Cepeo1 Table (Is) 9.95 Dam HoPon094IJ 0005 MU PTVdoal Anew 91181I0a*Utreeon 114' [100 Ul0122an stir Else 3718 -Elso Ulxemn Carom 114° Eno Ullman 114' 68 0SSO 5110' Eke 1/4°88 850 A20465kt Uamoat A0W8Sakr 4161006 5128001 Nowt (00) San 220 212 Steel Saw (06) Cel eutst rc (60: r 2-1IT I° 2-tt2° 2.10" 1° 2417 r 3.105 2' 0.48" 0.84` Case 2 Ands= (94.76' W. 0 I Otanducl or Oriel CHP ins 4 Anibal • 1.16' 9e2 O.C. 1 818. d ter O0s 4) 08P IFIB• 2):. 4 Aminn ® 3' Oak. QC. 1 ¢7 248 Ands Caps / 045. 2 A1mbel4 ® 0.477 Edln.71.0 t U.011p, Ido 1/6" Alum (R9. 1 Anoborl FCOp (F10. 8); 2 Anolna a1 1.15•148k 0.0) F-00p (F10. ey:) 240 06 38049 36059 43059 Ana Ins 78016 NIA H0M 183 5s 480156 WA Ins NIA 134410m of 56 23006 880 In WA Nr* 3801be 0451 74058 890 488104 85459 118218 wA w 1 02* 1441` 1.318' 9721141 420111. t1B21bs 800 60(e 118010 7505s 88o5s 128003 1803 1b 11401bs 58306 wA 7501bn 83356 806 235412s 852 5s NIA NIA b9A NIA NIA N1A . NIA N/A NIA NtA 18856 228 Ws 44854 8221110 105109 140116 177 Poe 3701bn 230 Os Sat 183 5s Ile MA WA NIA 180Ibs WA NIA NIA N7R lbs 840 Its 840 Ma .440 21055 4'3550 112008 1120104 71854 28006 88054 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP 1: 0 0 -IGURE 3: • FIGURE 4: FIGURE 2; • • • ANGLE CLIP MUST Be USED IN PAIRS. FIGURE 6: FIGURE 6: 0 • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ow,,) X f ANCHOR•CAP.,,,„„A ANCHOR CAP.,°0. MILUON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MU1.UON 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 METHOI:S. 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 1620. 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 AC! 301 SPECIE-CATKINS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 6083.T5 AND BE A MINIMUM OF .128° THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST . 125° THICK AND ASO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 2,000' .1 1.000° f•'-- .375' 1° X 2' X .376" MULLION z Q J 2 m 3 Z � 1 FR 1o4IIIt4 SYNN 140. 5811 .D *40 t ©. 6TA ( %'�+�•• F'�OR1S A. Otriii MILL FL P.EE.# 8 TABLE 3A MuIIbn Opening Wldth(i3r rrd11ILm tlono)orOpenhtgUeNt(forhartra 3panrdrgmeow) So 01 6015 7015 4215 1 5015 16015 1201n 14001 15015 18276: � i3 .314 Alum. R6a15rP++r Twp4den5, Remengdar 1 78048682. R char hr Taw/Mang Reafr7p4r L4ad50 Lowing Loving Lena 100765 Lc81>6g Wading Trap/92a 0. Rectangular Tn5d61an5. Reelanadar 7ropfl6si'0. Rettan51hr Trap/Thaw Reah615148? 1710214583. Loading to66nn WANG Loading Loading 1800085 L42089 4684115 WSW 1 42 67 1000 820 bao 433 170.0. 744 481n 170.0 798 170.0 524 170.0 060 1 hi hi II( 478 170.0 888 170.0 1760 604 170.0 942 170.0 170.0 hi 111tH 606 179.0 912 170.0 816 890 170.0 1133 170.0 801 111111110 Ihihihihi1 if J LIIif 11184888 itIIitIIit 170.0 1118 181.8 1188 170.0 621 1170.0 1240 170.0 677 11982 1138 170.0 1000 621 1467 1001 170.0 621 127.8 1301 170.0 821 111.8 1304 170.0 671 680 .113.8 1130 170.0 NO 87.8 1139 1760 642 85.4 50.6261a 1702 747 170.01 683 170.0 862 170.0 831 167.8 1002 1768 641n 170.0 727 170.01 912 161.3 807 1760 881 138.2 887 184.7 884 1468 1032 1760 723 730 1209 607 1625 720 1320 1092 107.6 907 1720` 747 117.4 1032 1422 714 828 907 1760 768 57.8 1032 170.0 768 83.9 1092 175.0 760 714 141.1 710 80.8 907 140.0 709 821 907 140.0 709 80.8 .60 In 141,1 735 1818 f 6220 167.6 788 1302 811 1068 738 1182 893 882 758 100.2 420 784 766 99.5 883 70.6 786 99.1 678 68.8 736 91.8 074 624 786 91.8 874 44,1 03 b 131.8 899 130.01 570 8 101.6 986 1115 567 87.0 408 068 647 76.2 805 90,1 6388 67.7 889 020 831 809 860 78.8 829 605 78.8 621 43.5 485 765 521 861 66 In 108.0 807 11241 522 88.3 007 96.1 721n 61.8 610 86.9 1 449 88.0 610 78.0 76In 00.4 468 72.81 400 87.6 468 01.7 511 767 887 434crh.8 10 082 40.8 442 55.0 601 860 507 77.1 403 690 807 71.6 466 53.0 607 67.9 481 44.2 M'7 63.4 478 37.9 607 617 474 86.1 64.3 56.1 420 612 610 67.0 419 885 43.4 468 48.5 375 462 810 388 466 53.3 413 40.8 010 602 44.8 373 84.7 469 41.8 405 34.0 810 555 220 455 48.0 402 202 510 44.4 309 57.7 082 24.5 468 36.0 364 265 21.7 1133 170.0 610 1093 170.0 746 907 140.0 700 735 91.8 874 848 75.8 521 807 617 1 474 510 44.3 988 7816 001n 4216 10861 042 41.8 34.4 242 486 07.0 827 43.1 288 35.4 227 24.7 381 200 257 209 835 499 344 327 28.7 287 202 227 50.6 35.4 28.9 20.8 373 40.8 436 265 289 927 282 245 237 201 173 227 495 31.8 260 180 1111n 222 215 22.7 184 168 218 15.1 1201n 17.5 184 17.9 1 187 • 181 13.5 218 18.8 W 40.1 435 44.7 360 250 28.3 327 223 276 248 21.5 267 23.1 244 1 161 160 188 158 88.7 435 29.2 327 181 287 460 267 20,9 366 371 240 011, 436 20.9 337 17.2 287 36.1 227 18.3 381 205 430 280 '1 17.4 227 237 14.4 287 34.4 944 21.0 262 180 292 222 438 32.5 341 20.1 450 36.7 356 840 425 823 14.5 3D 19.3 258 3B AIW1DrCOp Patterns 2.76 txrwbs. A5991mrCepaopq Table pal Mahar Twee Eke WNW 14' Ow Matron 3.88 Can. H1a tow CNU Irmareatu PTYfood VW Ebb Macon 618• Ene6 Mow 114• Eko 16158601 114" 88 pan A 686 SW unman 114.88 Mao 299+ 110 Red Satyr (0.6) 012 Mad Sawa (CI0 630s 06414152 (917 2.12' 1' 2-1A' 1° 2.1/! 1" 2,12' 2' 3.118° 0.46 264' 812 WV Saw 9 1524 2 Andan Q4.75116. 0. O,rthalo1e5 Phi 1 Standard or Moab) 0,10 144 290 519 1414' MD ma 460 1674• 805 Poe 2" 1844015 1.114 2701St 26084 1-157 354 On 1.144' 74004 9114' 465100 1-134' 604 Ow 2• 118216a 1$S 326115 tar 420152 paw ran 4) 66004 4 AMO761e 18 1.18.6115.0.0.1 Stw.ad (or O6ee0 OOP (Fla. 21 48004 70015a IYA 17(4 4114 N/A 35002 NA 664 582 6OA 86204 8408» 1120 Me 4Ar ma ®9` 1415.0.C.!(2)28Aapt aka 18'70 31: 700 Boa 780168 800150 1680166 1830168 84004 68054 780 the 83684 6!054 2384114 862166 84054 1120 64 2Mahaw ® 648' 2918. 0.0.1 U42112, p, kW VP Alum. 566 47 17,4 7OA WA NIA 6164 1744 WA r6A BOA WA 718102 1 Amhor7 P-09p 5't . S 1 106 04 185166 22505 445158 882 04 13854 140454 17710; 370115 731462 322168 051164 140 128 210114 NO 04 2Amhara 651.18 592 0.0.1 F- 007545.87 240 52 3501 4 NL4 POA NIA 10024 POA 44.93 MA )OA NIA 326 420106 69004 NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP 11 740LIRE 1: 0 0 • FIGURE e FIGURE • 3 • 3 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE B: FIGURE @ 0 • 3 • 3 CIRCLED VALUES ARE USED IN THE EXAMPLE ON MEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: PP..) X / ANCHOR OAP 851 1 a 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. TABLE NOTE& 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION HETF2X0S. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MIULUON AND MUU.ION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AIN 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CM U) SHALL CONFORM TO ASTM 0.90. WOOD SHALL SE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8883-13 AND BE A MINIMUM OF .124' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO EE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERUN.. T- 2750" 1' X 2.75' X .376' W LLLON TABLE 4A 1x2.18x .SW Alum. Tube Mu Ilon 6010 MuN on Capacity Table (Mae) Openbtg Width (foe U718ce apa79tirg Kann) orOpenln$ Halght (for hodmn 02gapaladp0 muBoos) 70 46 r 309, 901n 190 0 12061 140 9, Loading Neolanguir Trap/Mang. Lire Poiniangior LaaBrp Tl'.3 sedepr3061t Loafing Loading Loading Imam Trap/Mang. a0lta1g11ar LonOng Loading TW 1390.0. Raotangular Loading UIng TantMang. Rearengtdar Loaing Loading 71.3/01513. Loons Reoloingidat Loading Loeally 10091 0400In aer Tf Tda08 Loading Landing 11 1 1 429, 4661 00.620 ro 8461 170.0 170.0 170.0 170.0 670 708 147 787 170.0 170.0 170,0 170.0 1 498 674 989 1 f 1 it h1 11 ii h 1 612 170.0 170.0 170.0 170.0 744 170.0 170.0 170.0 170.0 470 684 631 691 1740 680 170.0 170,0 092 170.0 1740 1048 170.0 1M5 1118 1740 808 170.0 500 170.0 604 170.0 704 1527 092 1133 1109 1120 170.0 170.0 1700 1700 610 170.0 051 170.0 723 1620 003 ; 1930 1118 1278 1268 1130 1700 170.0 170.0 1740 621 170.0 577 170.0 747 140.3 037 120.9 1-1 1 1240 1417 1208 1130 if 1 ;I 11 11 31 11 1g 1 I fi 1760 ; 621 1740 1740 612 1412 170.0 760 121.9 170.0 608 1046 1448 1417 1286 1130 170,0 170.0 170.0 170.0 921 880 708 661 180.7 121.5 184,8 88.1 1020 1417 1280 1100 170.0 170,0 1140 1740 521 680 768 861 135.9 105.2 910 75.3 1020 170.0 1417 170.0 1286 170.0 1180 1740 tit 621 680 756 681 60 In 170.0 930 170.0 701 130.8 819 182.3 701 1268 018 144.8 740 109.9 915 132.0 736 '. 57.8 915 1220 726 87.0 015 118.6 720 70.2 915 114.4 716 02.0 018 114.4 718 64.9 816 114.4 716 9340 151.9 930 181.9 710 120.8 830 130.9 684 1028 830 1732 861 .8 830 1122 070 64.4 002 76.0 820 99.4 065 033 630 94.5 849 842 630 54.4 849 474 830 90.1 848 3001 132,1 787 1410.0 660 110.0 767 118.8 630 94.9 767 106.0 7210 101.7 830 106.0 502 84.8 690 01.0 7844 896 571 00.4 721 671 148 480 ,1 87.4 0401 12.7 836 00.1 84 02.0 767 136,1 014 724 707 30.1 On 80.0 842 300 60.8 70.0 *3 472 781 691 41.3 787 782 830 as 521 582 68.0 514 50.9 631 62.3 BOO 42.4 830 072 30.3 630 643 497 31.6 306 500.2 407 470 04.1 871 60.9 471 480 88.8 454 49.2 571 51.9 460 30.0 571 47.0 461 90.e 671 44.8 447 27.0 671 44.5 448 7810 60.0 542 86.4 474 80,7 430 821 642 82.1 469 ! 600 500.7 440 440 01.0 442 r 40.0 542 47.5 437 3,9.6 542 42.9 429 28.0 642 40.0 428 220 042 404 429 GO In 62.1 407 08.7 49.4 407 464 005 37.2 407 30.8 346 3120 407 323 943 20.9 407 32.1 336 28.0 407 20.0 834 21.7 30.1 927 18.0 407 241 16.8 407 23.0 310 06 in 42.9 358 44.1 35.8 868 812 314 327 308 82.4 309 30.8 28.0 304 23.8 368 *1 303 2L8 358 24.0 230 17.0 21.0 289 16.9 030 19.2 284 1009, 341 295 30.5 205 25.1 283 249 261 21.6 20.6 22.5 247 1 &9 203 120 244 10.7 18.0 240 16.1 283 16.6 231 11101 12011 21.5 *.0 287 220 263 229 212 206 23.1 18.3 207 220 2018 140 226 120 207 20.8 238 17.3 102 231 15.4 126 228 200 167 229 15.2 TABLE 4B Anchor Cep Pa0em8 Bu6Nadac 2.7, Ceram Anther C Uy Table (Gs) 252 Coo. MdlowODU SAW C34U 07 Woad Metal Anoka Tres 9118` EboMeow 114' *milkman 0r151800 Lame env Moo Unman 1/4° Moo Inman 1/4°22 900 Awn** ** 0/15'EIsa Mown 104.98 Oho 4- 000945 smear 187 #1381./ some ICS) *2 Mod s1na/(06) Edge WHana8 5134 1• 2-1/2' 1° 34)21 1° 2.921 1° 2.1411 2.110" 0.48• oar 4324" Enm.dma194k 2 ASAum 02 4.75 Mn. O. / 8[mdmd or OVUM 2,60 1374° 39095 1-424° 30040. 1.3/41 40019* 1-aw on lb 2° ow Ha 1.014' 271364 1.114' 260 Da 1.1/4' 364 012 1-18 740 be 1.1)21 448Ia 14)4° 8041.8 2• 11824.8 140r 3760. 4 Mob= 1.15 29a. 0.C. / Btlm6ad (*701281) C52 4 Mohan 143' 9614.0.0. r 42) 2d1 AMOIs bps 18'99. * 480154 780Ito 700465 780490 N/a 666153 NIA 1®011+4, N/A 1896153 NIA 54346. 580124 08D 60. N7A N/A 611,4 730 in NIA 908 On NIA 4001 a N/A 236405 662 On 601240. late° 4- Moo rota 4) 660 Is 1120 g1. 112064 2Ara1242 02 0451361.0.4.1 U.17l 6ao 1/0•Akan. (Fig. 4x NIA NIA NIA NIA N0A w0. N/A NIA 300 NIA NIA WA 7169. 1 Armor 6k 1050:* 1961b 2* I2. 440 453 02201. 130 lb 14011i 177 m. 9061.8 234480 383 On 80'195 163110 21019a 253 Oa 2 A mho= Q 1.16' Ian 0.C.1 F-C2 (05.6 2002. 930 On 9191, NIA NIA NIA 19012.. 700 N/A NIA NIA 318465 42019* 060 465 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD UP FIGURE 1: • O • FIGURE 3: • • FIGURE 4: • FIGURE 2: • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE B: FN3URE 6: 0 • • • CIRCLED VALUES ARE USED IN THE EXALE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: wt.) x ( ANCHOR CAP. „,,,4,) ., ANCHoR CAP. MULLION CAP....., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED° CORRESPONDING TOAN ACTUAL PRESSURE RENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. !TWILL YIELD A MINOah,BA ANCHOR CAPACITY WHICH MAY BE USED TOQUALIFY ADDITIONAL ANCHOR OFTIC NS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS M ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1820. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM 70 ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN S4 OF 0.86. ALUMINUM SHALL BE 6039 -T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (15 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND A38. ALL ANCHORS INTO METAL. SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -+1 1.000° (-°- 1' X 235" X AT MULLION 1 PRODUCTReV18@D as a�dfng Onto the pk No By j 4.! '1. % 1(.INI 8�. � • ti1GEiNe Tk, No. 887 TABLE 5A 1" s 3.120° x J100° Alubt Tube Rd 4218 401a 110.02011 Mallon Table 8054 OPaning WWIh (kr + oaI opo d ° mu®oes) or Opening He (tor hori2ot12a l2.- epaMn9 mu1Onns) 70 61 as is 60 18 10018 13061 14010 136 In 811b 1700 889 70.0 930 170.9 ea In 106.8 964 1205 600 7819 EMI 100.2 721 101.0 704 80 In 85.8 814 84.2 462 10909 SID 1201n 38.1 317 53.1 338 27.7 289 1700 701 758 607 170.0 1598 107.0 Q 170.0 Q 170.0 W WM D. 1514 404 0113Mm COMM 908. 101.1 Q 1003 170.0 707 170.0 170.0 70.0 Q Q�!1�J M �21Y1D D m MM QQ 1133 1196 1730 170.0 actsixahr Lass in I 170.0 1118 ■3 � 170.0 1270 170.0 1346 Q 747 170.0 1240 170.0 821 170.0 1740 1427 170.0 170.0 1404 170.0 1218 r 1442 1700 600 10E1 1401 687 49.6 1401 1740 068 833 420 91.0 Q',,•_ 57./0 D 78.0 �rQ��8.+,111 0015 MM 9/M 0 087 ©91idfYiliiftli 00.1 Q 744 Q 470 3804 Q MM 67.33 ® 340 © M Q 0.Q 404 474 882 409 280 •N+2 Ebb ®CID0® MM a DDD Q� 303 282 308 941 OQQQQQQ i:�L7 283 *1 23.1 QQQ 246 286 MM 107,0 123.3 1168 108.5 1048 62.9 886 714 003 23.1 847 721 66.1 864 mon 111.0 1138 170.0 821 170.0 �!�'[WIfiiii WM i4eii ■iiitfYiiii -M}�WM �+Mr� M � Q MM MD DM= �!!l�uEA�i6m 1 �I! D� 110 9 MM fMi M WIMMQQ ®Q Q Lim p C0 9 pp pm p0Dap0DD 170.0 080 170.0 080 1495 1401 1740 170.0 1401 170.0 1734 9I 95.0 049 120.0 02D 80.6 1049 83.4 1� 842 8 53.6 803 98.7 Cam 0 C3 113 D E 14' ®E' =GUM =MD M . m 811.1 QOQQ MM MQM MMWM 0W= D Ma WM QM Q =Mel 864 363 814 427 32.9 614 31.8 20.1 462 1.1 357 19.5 328 Q D 248 378 22.1 452 30.3 140 867 20.8 285 17.5 336 18.1 255 16.4 288 16.3 13.9 288 421 83.0 1544 1602 1102 1877 1700 00.3 408 03,4 1401 69,4 1168 880 1043 82, 9* 481 863 34.1 721 31.6 804 30,4 209 814 22.8 169 402 357 835 240 11.0 .938 17.40 13 603 MD D m D 0 50,9 Q 228 140 634 403 0 3.7 280 144 232 TABLE 471c dime!* Aa9hor Capeel, Table (Iba) 35k Cam A00197126: 9/16181*Mx= 1 140 Et 31233= ME' 0d51e 014tenn°515, 1' 2.172' 1• 2-1/7 3.4/40 I 14'4 ... 4. , 6/. •. Sferd67d fF>& 011/21121. d tetard6ld Cap grqp.$ 49019 9* Ni4 4 Ass ,:;..: ®g an 0.C. / (2) dArpe C m c710. at 700 to 3 4+18333 649 48° Mkt. 4414. Anchor MSPatterns 4 OC t0435a1106117' Alum. 0329.4k NIA 1-34• 1-3140 as 700518 624 MA 168058 1886078 MA Hg1M91x/U 3718• Ems tmraess 1' 2.182' 1-17411 NIA 64011 880 5e 114•E1001.11119303 7° 2117 1-144' The NA 1.1/4' NIA 114° 802503 400^1 p55100 c1,41 19' 69 835 Air r 1-1/4' 1 -114' 2' PT Wood 810 81901 8904 (CSR 0046' 781 at.+ 544 230 976 WIA 000 033 WA NIA NIA NIA 80A 1194 140 06258 61281081 66848 0140 0.647` 9484 40 NIA 840114 64001 1 012 6130! Screw (45) 0.328 043660 6 t., Lis 1120 ®8 1420168 107458 1 Anchor 1FF93 496119 16558 226 5s 445 56 - 82258 UM Its 140 56 17756 370.56 334118 33253 50180 10358 210 0713 25556 2,1199391) 416' 11163.0.C. /2469 ¢10 1-k ,240519 NOTE FOR THE OFFSET CLIP. USE TIE SAME ANCHOR PATTERN 3501178 GURE 1: V • FIGURE • • FIGURE 4: 1111 URE x NIA r4A 1909. *WD ANCHOR VALUES AS THE STANDARD CUP. • • • ANGLE &IP MUST BE USEG IN PAIRS. FIGURE 5: 14GURE 6: 0 • • N/A WA NIA 3058 533 ANCHOR CAPACITY pt3JUST NT FORMULA: 03P.,,) X ( ANCHOR CAP., "'�) *ANCHOR CAP..,, MULLKxa OAP. USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REOUIREO° CORRESPONDING To AN ACTUAL PRESSURE )EQUIPMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTE( 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 CL28 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 DRW.ED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1840. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301SPECIFICATIONS. HOLLOW AND GROUT-FELEC) CONCRETE SLOCI( UNIT (CMU) SHALL CONFORM TO A8TM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85, ALUMINUM SHALL BE 00193 -T5 AND BE A MINIMUM OF .12 THICK, STEEL STUDS TO BE A MINIMUM GRADE 38 AND .048° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.128' 51,000 °' -I 1 °x mar X.5°MUU.ION (1° VF MULLION) IR6DSICT REYU3SD BerilhRA9i uIldiss Cede Agawam ° r TABLE 8A 1 24x.1$3 Alum. Tube Murton 170.0 747 170.0 767 ea14 1081n 87.3M 404377 1100. m 170.0 m 170.0E 1730 170.0 6118. 970.0 ea 170.0 170.0 m 170.0 088 170.2 634 170.0 092 170.0 830 110.0 1183 110.0 CI 1760 m 170.0 E3 170.0 831 c3m 170.0 m 1310 m 17p.0 E3i 1766 m 110.0 m 170.0 m 170.0 = 170.0 m == 170.0 80$ 1740 701 = 1042 170.0 781 101.1 102 1 1042 013... 1700. 746 ®E1 DMD =10011 981,0 170.9 M =10 /430. m 1 041 130.3 m 1034 0 Mm ®m 121.0 722 870. M14" 708 m��,.�°,�',��m 1207 MM 788 102.0 882 m M 88.0 340 fMw"i 782 COOm 88.0 0.04.8 MMEIm �ile� �549 MMM. DD 880. muimmimmimulm 47.1 m. HHHHE.. SEMESS X�33w7.0 320 90.8 ammmmmmaimmio ir4iipm m0 21.0 m 270 m 908 mm... mm -� -. -- -�-- 170.0 1113 170.0 1276 1M11230 137.2M 111.21M2 140.8 1488 170.0 1288 170.0 113,7 1288 170.0 188.4 1238 170.0 1108 170.0 1042 188.1 64.8 882 188.0 60.1 847 84.0 41.3 782 630 927.8 87,7 67.8 370.0 3760 170.0 772 1188 1700 82,0 88,7 11.7 420 961 33,4 126.1 1880. 8M.0 724 68.4 63.0 M.7 TABLE 6O AnMhor Caps*Tabt5 (M4) A diurGlip Patterns 2 8102096 MON Edge Andq)e 1i�4.75' O.C.I Skgden7 C0P Mb. (FM. 7 271143 31117 Eico Macon The: 011a1i, 1' Fm4drnapt ¢,1) 134' or2) 390102 {FIg 3) 700812 (73.4) ` 990 d3 RFIg. 8k 72380 4 Andra ® 223° Mtn 0•C. l Mandptd CO WIN 8 game 1.18' 19n. 0.C. l Staadsd C2p 4 ®3° M DC. 112) Angle Gqn 0 4� 33311A O.C. / r2) ANN � 4FIp. 41); 117033 117833 102032 2340 3s 2844160 Amhara Anohos Law° NW Bs 70002 1428 Ms 780188 8.63 Co1m. 114' El8O llteata 6118' 8100 Umaam 2-U2 241, 1014' 144' a' 46933 !Soto 904413 330103 1410 3B 902163 MIA WA WA 300048 1780140 3rt9' E1401142•01 1° 2.'Ur 1.114' 1-111' 270 02 1 280103 WA 680 N3 WA 76083 32833s 34030 *0.48 Min. 0.C. l U4Ep°.nlo 118° Alan 4719.7) WA 2 Amhara 4d 216° ItW% WA WA WA 0.C. / P.CBp (Fig. 8) 33034 3601M 290 33 788 33 478 30 4 Amite * 1.19° 112. 0.C. / Fdlp (Mg. 9j: 480 3s 700163 NIA WA WA NOTE: FOR\THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP Hollow (2311 114°ProL mm 1/4" A9 2 3/17 1.114' f 1 4/4° 1-11*' , 1.914' 904163 WA WA 6898* 79833 91030 840 Ns WA WA WA 280 32 WA Ns 74014 830 tie WA 148033 WA 1114933 718830 WA 610100 RI3MC601 114,88FIm A 910306 saw (a8) N!0. NM 1.126 8s 146433 ; 1920 3s 03880 WA 1 MIA NM INA 31633 032 44030 FIGURE FIGURE 2 FIGURE FlGUI 4. FIGURE • ° O ° • O O • • O O • • • • • O • o ° ° • • ° ° • • • • • ° • FIGURE ANGLE C 1 FIGURE II:Y • • • • FIGURE 7: • • FIGURE 9: IP (FIGURES BBB) MUST BE USED IN PA Rs. TALE B„QTEB: 1110. WA WA Ito MIA WA 2384166 3388109 WA 060 0.48° 14/6° 33633 88'200 130414 86234 878 3s WA 4012 8336 Scam (83) 88233 420 6128166 SoreN 0.3dF tom note 4) 103 630113 840913 18811160 84038 1250163 NM 401an 840 Re 11291 3 2240163 1120108 166033 14321os ANCHOR CAPACITY ADJUSTMENT FORMULA: R (00' )X ( PAULLI CAP.,a °° ANCHOR CAP.. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REtlMBD as complying with Ito 1 Buildm3 Oed3 Aomom9op No 17201131 6 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTAUATIGN METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MUUJON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 1820. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO Act a/ 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 0.66. ALUMINUM SHALL BE 6083 -TS AND BE A MINIMUM OF.125" THOM. STEEL STUDS TO BE A MINIMUM GRADE 83 AND .045 'mum (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND 4.38. ALL ANCHL)RS INTO METAL SHALL. EXTEND AT LEAST 3 SCREW THREADS BEYOND TEE MATERIAL 4.000° 1° X 4° X .123' MULLION Minion Comity Table (Ib0112) Opvn6n8llildth (for vartI allyeparaing 1ts90o1173 ; 701n 1 x46.376 Ahem Tuba 01uWo.1 w• orOpanfnp Natant (krimrfr0rt5fl epareingmu18ons) 9064 753112058 Rectsaplar 1113411802. 118449rr9ular Trap4111459, Lew [054540 loading Lonny L55dir9 001n 1201n 1 I 1500109 L03032 1 I la if 11 1809 42 0 170.0 820 48 In 170. 708 170.0 170.0 438 170.0 744 1700 4781 170.0 888 170.0 808 170.0 592 170.0 519 170.0 1119 170.0 021 170.0 170.0 621 , 1700 1408 170. 821 17¢0 1795 170.0 021 i 170.0 1083 824 170.0 800 170.0 884 170.0 892 170.0 830 170.0 1133 170.0 601 170.0 1270 170.0 877 170.0 1417 170.0 060 ! 1700 1703 170.0 080 170.0 1853 170.0 860 151.8 9.8251n 170.0 747 170.0 � 1700 808 176.0 631 170.0 1048 170.0 884 1700 1185 170.0 729 170.0 1345 170.0 747 1740 1494 170.0 788 170.0 1743 170.0 780 341n 170.0 787 0011 170.0 068 8311 1740 030 170.0 170.0 110.0 612 ! 170.0 960 701 170.0 1088 745 170.0 1119 170.0 881 1700 707 170 0 880 970.0 1110 170.0 17041 1240 170.0 170.0 1202 170.0 784 1700 1278 879 170.0 1417 940 170.0 1488 170.0 170.0 803 170.0 1454 1700 044 . 170,0 1604 170. 170,0 68 in 175,0 074 170.0 719 170,0 1189 170.0 80.1 170. 1004 170.0 1002 180.6 1472 '170. 721n 170.0 1083 170.0 875 170.0 1276 170.0 10 9 1848 1320 1882 1101 182.0 1320 149.0 76 In 170.0 1122 7815 166.1 1124 110.0 170.0 837 149.8 1184 1588.4 1018 128.2 1184 1391 984 . 112.2 1104 125.7 807 198.4 1124 147,5 880 119:8 1124 128.0 947 103.8 1124 116.6 1 00 In 1041 844 171.5 780 1 90.1 044 942 780 77.2 844 821 724 07.0 844 73.9 961,1 89.1 742 91.5 683 . 74.2 742 772^ 852 63..5 742 V2 841 58.7 742 60.8 18091' 828 WS 88.9 030 821 688 53.5 521 44.1 566 408 813 381 680 41.4 111 in 87.0 656 80.8 603 40.0 668 49.5 490 412 565 422 407 300 366 39.0 120 01 406 416 44 433 14410 28,4 330 28.7 005 840 478 391 428 92.0 478 33.7 420 288 478 248 240 330 22.4 301 181 830 18.9 287 15.6 980 17.0 293 180.7 142.0 17.3 68.7 1842 1472 1320 1104 92.3 50.1 401 31.8 92.0 20.3 1124 844 742 803 553 470 8.37 1700 880 1848 170.0 1078 168.6 1140 197. 1080 118.9 954 108,8 68.8 84.1 37.3 84.2 286 1710 702 672 485 473 400 1614 1819 170.0 5085 189.8 1780 170.0} 170.0 1093 1225 1619 170.0 141.0 128,3 106. 80.8 1642 170.0 1472 1559 1920 1281 1184 197.5 1122 1180 1049 862 010 64.0 44.8 31.5 289 22.0 1124 961 844 81.4 742 48 6 666 84 2 800 31.3 470 24.6 608 693 614 492 487 404 681 1003 186.0 1910 1700 137.1 1789 170.0 111.0 1810 170.0 111.6 1842 168.8 1158 100.9 107.1 •1472 147.8 1108 91.8 88,0 1383 117.0 1024 75.4 74.6 1184 071 938 84.1 1642 1472 132020 1181 89.2 440 37.1 221 242 19.0 1124 59.0 844 84.2 742 43.3 086 29.6 558 27.1 476 21.1 800 878 481 457 325 513 38.0 311 272 380 16.3 1124 844 742 470 758 138.6 167.9 146. 1104 112.6 1013 93.1 927 801 120.0 1083 07.2 1187 68.1 1919 1709 1010 1042 603 1472 040 1320 84.3 600 891 78.8 24.3 16.7 881 8M 890 472 448 987 50.1 1154 61.0 1124 391 044 27.9 181 850 18.0 14.3 478 Trap/M 4'q. 100 dins 1 11 1111 170.0 821 170.0 650 170.0 700 170.0 801 171),0 187.9 148.0 112.8 028 83.2 47.7 87.0 24.7 724 17.2 1808 1181 1104 1912 828 878 802 884 405 442 301 A1133112r Clip Patleme Anchor Capacity Table Ube) 2.7k 0,2303520 0.303 Cam. Ar013011760: 8309 clear= 356 EmI least (15): 9880' 006 Quo= 1° 2.1)2' 1.054° 4$'4" V4' EISO Ms= 11/10 3/10' E10o 167000 Unman 1' 7.104' 34/0° 1' 2-112' 10/4' 1414 2' 1.114' 1 -114' Wow Cal/ 114' 6001005:50 T 2.17 1 -U4' 1.114' Fabd0MU PTWood 01 448 114 88 E100 0,10'820 1/4° 8S E oo 010 Ethel 012 84901 A5977604 UItr90on A99•3emr Saw 035) Scrim (612 012 81551 swam (cm 0.40' 664' (1.274' (aee 10010 1-114' 1-1/4' 2' 8-337 1418' 2Ante=i5 pa 4.18*Mir O.C.181m1de:5'02p(Re 1 072$ 4 Artabo2 ® 2.28' Den. 0.C. / 81000510 Corp rt. 8.3 9An011ore 1.15' M1. 0C. /SfadardCap 200. 4 Anrhom ®8° 6010.4.112) 246 M9te Calm . 8): bs 705lbs 68012 7843 8 390009 r tbs 1400112 780038 40568 00060 1191 980 Ws 9880166 1410 038 178066 184466 2701be 032112 TV2 084 N'A 3249 be 54063 280009 680483 760042 080038 36402 802 WA 70802 740 be 83369 4404 1460112 484 es NIA 1001 030 Om 064I12 805112 80A 11.2852 1182169 WA WA 2364 04' 829160 80285 130402 88288 420838 840 Ds 15808• 64060 4) 93060 112069 224066 0 Arcltol5 Cj 3`tlSn. O.C, ! d) 258Ar94e 0598 ins. 8) 4 Anchors G 0.401610.0.1 U421p, 000 LR' Alum .7j 117002 117052 102) 06 2340 Ws 284408 01062 84066 1084 1140112 1120 00 3540 b4' 476 0o 128585 2 A110:hess ® 228' ISM O.C. / F.C1lp Fa. EA 501 905112 5)8 30002 WA 280163 1484 708 02 WA 1181 475 06 WA 1004 26042 1104 31606 WA 01b4 WA 440152 0 WA 328 Ms 1142 42052 112002 1$8002 14321b3 4 Ano60e ®1,141 1.0.0. / Fd21p (F09. 8o 450112 700 63 1102 WA WA 360112 WA 982 862125 840 Ma d80Ibs 112009 NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE FIGURE 3. FIGURE 4 FIGURE E: • O O O • O O • • O O • • • • • ' j O • O O O• 0 0 0 0• O O••• •• O •. FIGURE &: FIGURE 8: ANC3LE CLIP (FIGURES 888) MUST BE USED IN PAIRS. 1 • • • FIGURE 7: FIGURE 9 11 ANCHOR CAPACITY AD.RISTMENT FORMULA: (Dn.) X ( ANCHOR CAP 1 a ANCHOR CAP. MULLION CAP... USE THIS FORMULA TO OBTAIN 111E ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT I8 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QURLFY 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. sa SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING8MDTHS 18 ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DINENSIONB, SEESHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE MD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHAD. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT Fi.LEO CONCRETE BLOCK UNIT (CMU)SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE 8083-18 AND SE A MINIMUM OF .126' 1MCK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .0487 THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHAD- EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERU41.. --1 1.000" 4.000° .398' 1 "X4'X.378'!MULLION 3 C3 a TABLE 8A 1.2r a Mar R .28S" Alum Tube3full Mullion Capacity Table ShallI2) Opaean)) Width (for rertico i5y- spamfn4 maws) or¶ 3eni np Haight (for hori2nmGy- eparedgtnuMoaa) 001n 8065 701E BO fa 03 In 15111 12019 14011 180 R90681011117 76107903, 17490157g. Moieng10r 11e01r185n6 5686,604w 165596830• Ractwodsr 560111afg. 6516159310? 59970399 16/130513 T 0rrfSng• Reeisg10v 7tiprr46na. Rsalsrpidar 1.0611n3 Loedo0 L6600 I. =inn Wading Weeny Lusa %) (0 (0 181.819 WW1 L8421M8 =dm t.andile L00902 Loam 168810 LoodIn9 111 11111111111 1 11- ihilai P11111011.1 1101114' 1111111i 11 11 1i II 11 11 11 1 42 In 170.0 45 96 170.0 820 110.0 435 110.0 744 170,0 478 1709 538 170.0 806 170.0 092 170,0 519 170.0 1118 1702 829 1700 1240 1700 821 170.0 1483 170.8 621 170.0 1735 970.0 821 151.8 1700 708 170.0 624 1740 080 1740 584 1700 992 170.0 830 170.0 1133 170.0 081 170.0 1270 170.0 877 170.0 1417 170.0 800 11648 1640 170.0 660 132.7 we 175.0 880 116.1 1848 1* Imam 1 170.0 521 170.6 850 80.020 In 170,0 6411 170.0 747 1702 683 170.0 800 170.3 031 170,0 1010 1700 e54 170.0 1185 170.0 723 170.0 1345 175.0 747 187.0 1488 170.0 786 1392 1480 170.0 788 119.3 1456 170.0 785 797 1700 112 170.0 868 1700 811 170.0 1119 170.0 754 170.0 1270 1700 803 185.1 1378 170.0 887 148.8 1378 170.0 856 1223 1378 170.0 601 104.8 1378 170.0 801 00 In 170,0 611E 170.0 see 1100] 731 1708 1063 170.0 797 830 'no 745 181.1 1051 170.0 850 1885 1181 170.0 078 138.0 1188 167M 830 123.0 1108 168.6 910 111.3 1156. 1400 815 927 11550 144.8 008 74,4 1168 144.8 005 10U 61.7 005 1488 1375 1158 1740 170.0 1445 700 481 foe 137.2 1061 1815 882 120.1 1061 142.0 Eta 108.7 1061 1320 937 961 1661 121.7 830 50.1 1061 110.5 822 85.6 1081 119.1' 821 8681n 107.1 057 1795 763 1393 057 101.6 806 119.4 967 134.0 7951 104.4 957 131.5 777 028 957 112.8 787 WA 087 1088 769 axe 867 100.0 760 627 817 08.9 745 7216 1297 804 138.2 899 107.3 804 115.2 084 91.0 804 101.9 071 8134 004 91.4 860 715 800 84.1 600 04.4 804 765 843 51.0 504 72.3 883 460 004 .9 881 701n 1024 722 114.4 627 91.2 , 725 07.2 015 785 722 08.2 605 684 722 73.7 090 60.0 722 70.5 008 54.7 722 896 560 495 722 59.5 870 2.1 722 58.7 896 7811 101.2 me 105,4 810 84 066 084 819 72.3 080 78.5 571 863 555 708 813 562 880 645 SW ', 60.5 655 821 818 422 MS 34.3 843 352 605 51.4 617 8118 88.9 616 MO 457 540. 515 57.1 449 47.1 616 60.1 441 41.2 516 44.7 434 388 815 40.0 420 63.0 618 m4 422 275 616 33.1 414 235 510 302 8511 643 108 h 331 111 01 30.1 453 85.8 404 493 483 47.1 818 320 323 31.8 380 320. 335 7.8 305 20.3 556 30.1 397 318 301 369 27.2 25.1 407 483 41.0 881 380. 455 324 588 392 463 830 370 358 81.4 373 228 388 282 308 21.2 350 227 334 981 28.1 287 71.8 095 25.2 283 16.6 333 20.8 288 27.2 403 354 10.1 081 228 17.0 388 10,1 374 222 403 288 381 19.4 500 15.9 381 19.0 253 288 453 24.3 360 640 82.2 402 34.2 31.6 20.8 17.0 1051 687 504 727 086 518 463 119.1 55.8 68.8 564 60,7 23.1 229 021 740 658 504 530 404 568 120 in 27,8 290 28.3 284 232 254 25.8 810 195 210 200. 256 17.4 290 192 253 1.4 210 10.4 249 1441n 141 811 182 138 TABLE 9B Anchor Cap.oIV Table (eta) Ardor Cep Pattern 58151318: 570 Conento Salk C6na 11313. 0111.1 211164 CAW wroa A0otst 7709 sn0' 5160 (811559, 1M am Mono 6/1171998 Mown 3112 8011W1a5o 1144 01o9 UetmsOf 114 "85511 Aggn0922 air Mao 105608 94°66 Woo At> o 010 Sol 8585(ss) 612 Steel 10266 9319 91287601 59106 (06) Edge Mato= 0 2.142° 1• 2 -i/2• 3.16 2-142° T 241/2 7 9ntedan t 2 Apo756 4.7r121n. 0.C. / 55EOa9d pip (fig. It 141/4' 390151 1.304 390 be 1.315° 480151 1.66 Melba a 1844 Bs 1-16 27004 134" nobs 14/4 514105 1+1/4• 740 0.5 1404' 455151 5710° 1414. 094(33 L 0.42 054° 0.324' 2' 116i I51 1.19' 328 B! 1422 4201160 (see nabs 4) 650 f 4 Arnim) S 112 atlas 4C.1 583834 Cop (Fig. ge 4101.5 4 Mob= 6007 MN. 0.0 1(2421* Arab (20964i1113, 5I: 4 Anohm6 ® e4r IOA 0.0.1 U•CSp.1311162 Alin. (Fig. 4)\ 1 Anakrl Ftelp (912 2 Arab= 30 1,15. Wt. O,C. I F.C3p (Fl 180 Ws 700 616 760 96 WA 000 ft WA 1650 05 WA 1863 33 WA 54050 350 as 680 50 WA WR WA me Ito WA 035071 r PIA 081 the 14/0. 238496 85250 05213► 11805 0401os 11200E 1181151 127. SSA WA. WA NSA WA WA WA WA WA 5VA 1432151 195 5. 106 Bat 228 015 465105 002 Bs 1351.5 140 Bs 17750 37050 23403 1)22!0 691 I51 183151 240110 24016 220073 MA WA WA WA 1811$ WA WA WA '6* 3085 41151 2000E ' 030 1 51 NOTE: FOR THE OFFSET CUP USE THE SAME ANCHOR PATTERN ANCHOR VALUES AS THE STANDARD CLP FIGURE 3: • FIGURE 4: 91! • 0 FIGURE & 0 • • FIGURE & ANGLE CUP MUST BE USED IN PAIRS. ANGKOR CAPACITY ADJUSTMENT FORMULA/ PP..) X (ANCHOM CAP"'"'") *ANCHOR MULLION CAP.,9,°,®s USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MILLION. 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 TABLESAND SHAT 22 FOR INFORMATION ON LOADING. SEE SHEET$ 214 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 MEETS 18-20. ALL MULLION CUPS MAY 08 FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. GROUT-FILLED CONCREET BLOCK UNIT( SHALL CONFORM TTOASTM WOODSNAU. BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL SE 083-T0 AND BE A MINIMUM OF .1217 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128" THICK AND AWL ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1,19' X 3.i89" X .266° MULLION (1 -1/4' VF MULLION) �1t111t `.` 4..-`: 0eN: No. 8$. lt ST f'�rs810N) A. LYNN MILL FL PAX 8 TABLE 9A 2x4x29 Ahlm.Tube Mulllo• BMuNOn CapecIty Table (Ib•01 ohm Width (for oa 0catly- rtn1i rnuOon•) or nblg Height (for hwlzontaI -spamI m1 ions) 60In R831045257 Tmp ri g. L00d10 1.94418 1 if 701n n Tyr L09050 1940108 1 11 11 8010 Reden 10 71113!11•12. 1001000 18,090 1 1h I 6010 WO in 4H 481n 90.525 in 64 40 6807 0 I 7211 7813 170.0 170.0 T70.0 1740 1740 170.0 170.0 1700 708 '70.0 747 170.0 1700 787 02 880 074 1122 170.0 COI, 1700 170.0 478 170.0 170.0 884 „0.6 "Al 447447E MEDD CM 1104 m= CI ED 170.0 170E 170.0 170.3 681 170.04 170.0 D '5/0.0 881 1701 1700 982 170.0 1190 1702 R92071249v T0p721lr' ' R6o11mOd0r 710Dentan . Leriwg L1a2o0 Lwdtrg 10d1n0 1liJhihi it 11 II 170.0 1116 170.0 824 1740 1200 170.0 120 In 94.719730418 11741410992 19910 - 1 id hh if I `I 16010 Reae1go10/ Tlept0900. LOOdOg 109150 it 621 1780 680 CIVESI 1700 1135 170.0 1700 701 170.0 1063 170.0 707 1704 1240 170.0 1700 m 1700 CD 170.0 850 70.0 798 1700 1700 903 170,0 170.0 781n 1702 7181 4045 170.0 1328 03 In 147.4 1229 1031n 103.8 671 111 In 004 8 120 In 144 In 78.6 788 43.7 048 170.0 170.0 170.0 161.6 108.8 CIE= cc 170.0 m 1276 MCI ES E2 62.0 170.0 1009 170.0 170.0 1080 1381 131• 112.9 1118 1806 1278 1248 127.0 1078 971 80.0 919 81.0 682 619 780 64.6 735 640 87.0 488 1700 170.0 127.8 106.3 74.0 83.1 170.0 040 m m 1972 1209 1002 170.0 130.0 111.2 77z 700 1218 175.0 1417 170.0 1408 170.0 Q 603 CO 170.0 1665 170.0 1006 170.0 700 170.0 1228 170.0 1794 170.0 1700 1434 173.0 037 170.0 1684 770.0 170.0 1884 1700 088 170.0 1771 1700 170,0 1573 1700 1079 170.0 1608 170.0 170,9 1780 170.0 1165 170.0 1948 170.0 1700 1019 178.0 160.1 1008 115b 72 40.4 648 28.2 170.0 170.0 1310 1702 2120 1750 1421 1408 1000 170.0 1691 170.0 1474 137.4 1661 1201 1396 110.2 1162 99.6 1368 4012 1220 66.6 1029 73.7 1234 824 971 04.8 828 57.0 071 646 519 50.7 784 47.7 819 61.6 410. 736 44.4 e77 242 646 40.3 470 37.7 735 402 21.2 546 22.9 1033 1703 1122 170.0 1210 1700 CD ICJ Ca 170.0 m ED cm 170.0 1278 .cm =IM0 1700 0MO }}��}� IM COMM =4N m0®1 'm 1780 170.0 1700 786 170.0 170.0 102 170.0 170.0 1S 17 0 840 170.0 2267 170.0 1700 2082 1790 1700 2231 170.5 C 170.0 2181 170.0 170.0 2609 170.0 170.0 1083 170.0 888 114 74.8 81A 43.1 S0.7 2479 1702 1009 1008 2660 170.0 262 170.0 CD 48.9 2002 170,0 2437 176.0 1235 132,8 2437 1700 2164 170 0 1908 184.0 1351 1386 1890 62.7 129 83.9 071 440 080 40.2 788 310 109.2 2184 69.8 6&0 481 024 200 121 1398 1228 071 019 20..0 736 170.0 1027 12.8 79.9 62.1 408 07.1 821 600 765 001 10th 1171 1236 16]0 1031 1404 1998 967 771 722 621 408 646 17.2 12.7 610 AnreherCUp Padem6 Anchor Ca'. 2710 Eke 18trosm 114° glo01235ovn 0419 CO% BHT Eke 140.4000 1' 144' 2.112" 1;084" 14W 2-1lP 1401 Te419 +1 1, 9 WS" Rico Ulna 114° I8m DIIMOn 7/F 88 MD 6H5' Eau Atentaase Mom Plod 0 0u 108° S8 MO 4095107 0.48° 1908° 4. • min ' ..., .'Ti 41p(pig or a. IlL113111raallIBLIMIILU31111=111111E;:all .'1111I SU 01 4 Anchors 0 205' 6704 04.18tSo0001 up (01Q Ok BAnr11•s 01.71' 3297 0.C.7 66a,642d O0p ODg. 4 Anoka 06"N61L 0.0.1(2) 810 Arg19 Cpe(Fl0. SAn14=0 rtun, 0.C.!9212724 Arlie COps 740 Its est 136 780100 111040 74046 117032 030 4s 72108 85149 002092 1486676 184610 1192 284032 1424019 IVA 1890 Poe 254402 WA 22A 660 4s 70615 66041 840 20 A 700. NIA w0. 800 @0 708311 700150 114040 NIA NIA 036 Es 1404 92 880 Ike 7(04 80 Its 32040 OVA ReA 2364078 35055 952105 970 Os 65243 91645 46 122262 BAI93 12®45 1122 Its 12032 112062 12045 •L1411.»-T . ='i e94T �rMiae �r .z, J per_ ;1�p� E .ice 7M�,1�M11111 � / 11I9� r�MINLM1111 -��"7 r II (ZTAI 11 �11M I1I4' 20i5s ::�1 1 IIIMIIIIIIE 111.1 111111 Mfis.lLX311 an �� i DE JL7 S 8I'11{31e40 1.71 ..!, 0.0. t • a V, 390 350136 346 40 74048 84882 210189 280159 I7A Nobs : 32 440 616 1140135 An4hola 0.04^ Kn. 0. .7 0-003, 90010 89s11. (F32 3@846 4201!9 660100 32802 421130 , 4s • • FIGURE2 • 0 0 00 0.0 00 • 0 0 • • FIGURE 3: FIGURE 4: • ao • • 00 0 0 0 0 0 0 00 • • 0a • • .a0 0 FIGURE 6: FIGURE 7: FIGURE 8: FIGURES: FIGURE 10' 111 • • • ANGLE CLIP (FIGURES o&B) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 ANCHOR CAPACITY ADJUSTMENT FORMULA: pp..) X f ANCHOR c4P.48„u„` ...ANCHOR CAR., MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUHEED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT E 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 ANDS OPENING WIDTHS E ALLOWABLE. 3) MNIL LION 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 18.26 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1 301 SPECIFICATIONS. HOLLOW AND GROUT - FILED CONCRETE KOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. W000 SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 8083 -T5 AND BE A MINIMUM OF . 125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 125" THICCAND Ate. ALL ANCHORS INTO METAL SHALL WEND AT LEAST 8 SCREW THREADS BEYOND THE MATERIAL. PRODUCT REVISED e5 complying with the Fl swans :ad No POW 2' X 4° X .25' MULLION otA �;SS 0.N A LYI'N<V1MILL FL P.E.# TABLE 10A Mullion Capacity Tebte (Itrlltl) 6017 60 8 Opening Meth (AorVa16 1t 0680ns) 070pe44 Height OR 10, /170 4 591 W>I 10 maws) 86 to R*D 8ul4r T0p/51at7. ReoonlI r 70217020. Reototaulr 108/1lmll➢. R�egdr 2 x 8 x.28 1o0dbe0 L10210 L00160. lawny !oe&p WAN Imam AbmL Tuba Mu010n 3 a 4201 1700 820 2017 170.0 708 50.826 In 170.0 747 84 61 170.0 707 170.0 425 170.0 744 110.0 624 1760 asp 333 170.0 BBB. 1700 813 1700 068 601n 1710 885 1160 701 1700 1068 6761 170.0 630 745 1760 110 as fa 170,0 974 170.0 760 170.0 1168 7210 170.0 1009 . 76814 170.0 1128 1711.0 078 1170 1760 987 1700 130 7814 170.0 1151 170.0 or 170.0 1381 20M 170.0 1378 BO In 1740 141? 170.0 7760 1144 170.0 1581 1232 170.0 1740 186 01 170.0 1864 1730 1420 1170 111 M 1700 1838 1700 1464 170.0 196`0 12001 170.0 1771 1441n 129.1 4884 170.0 tam 148.9 1445 70 N Loam 9017 100 M 12001 1401n Rrlagpda Trape0n9 R*etorquly Trepf1Beng ROOIatOdr 740 80119. Potanydr Trewmmv. L084rp LmdnB 14010 Lced78 14011.9 L0*®e9 6�rq Loarltne u11 111 lil h i hi 1760 479 175.0 1700 684 1760 170.0 831 -: 175.0 1700 091 170.0 170.0 850 170.0 170.0 953 170.0 170.8 1000 1760 1700 1080 170.0 170.0 1118. 170.0 170.0 1324 1740 1740 1434 170.0 1740 1847 1700 170.0 170 1700 170.0 1128 170.6 1886 104.3 100 108.1 1486 868 0.0 892 170.0 1018 170.0 1118 170.0 1340 170.0 1332 170.0 1884 170,0 1489 170.0 100 170.0 1811 170.0 1686 170.0 1863 170.0 2'231 170.0 2293 170.0 030 984 754 878 1002 1300 1250 1486 1022 1870 '1082 1700 992 1700 018 1700 1119 170.0 1133 170.0 0 521 170.0 Bat 1700 1275 170.0 221 170A 1185 1760 170.0 723 170.0 1348 170A 747 170.0 170.0 1275 1700 803 170.0 1404 170.0 837 170.0 1700 1417 170.0 844 170.0 1488 170.0 1018 170.0 1558 170.0 1088 170.0 1720 170.0 1229 170.0 7910 1760 . 170.0 1842 170,0 1339 170.0 2128 1760 170.0 2287 1760 1663 1784 1700 2530 170.0 2378 770.0 2621 164,4 2252 1869 1181 138.1 09,4 170A 2149 2282 441.4 1884 91.9 148"1 78.2 1664 80.7 1804 1300 170,0 1694 1760 860 170.0 130.0 1070 170.0 ' 101 170.0 170.0 1753 1768 1166 170A 191 1100 201 0 1740 9318 1760 170.0 1421 1760 1740 2072 170.0 74 1700 170.0 2381 170.0 7740 170.0 020 1700 1862 1700 170.0 10L8 2787 170.0 2271 148.3 107.8 2602 1828 3348 138.8 120.1825 2127.21829 186.1 00.5 1604 72.9 1355 828 1417 1404 1801 1771 1859 1918 2249 2902 2781 2032 1700 621 170.0 1488 170.0 680 170.0 1700 170.0 788 170.0 00 1702 869 1730 1819 470.0 1033 170.0 2148 1701 1122 `170.0 2251 180 M tgleer Loe�m Traanatu . L 170.0 521 170.0 1715 170.0 1700 080 170.0 1883 175.0 170.0 768 1700 2002 170.0 170.0 661 1740 2281 170.0 170.0 1186 1700 2808 179.0 1700 1210 1700 2338 170.0 1278 1700 2727 170.0 1700 1387 1760 25M 170A 1490 170.0 8378 1700 1760 1620 170.0 2092 170.0 1864 170.0 2765 170.0 1918 1740 3086 170.0 2E195 1060 9189 170,0 ono 170A 3140 170.0 170.0 1700 170.0 3228 170.0 170.0 2735 7x0.0 3118 170.0 175.0 2988 1371 3109 181,8 2335 1236 2781 140.4 2201 105.8 2781 148.4 2218 1188 4852 128.4 2186 07A 2004 202 1161 1915 00,1 202 09.8 1072 77.2 202 1684 65.7 1858 0.$1 1864 00 1380 44.7 1584 621 686 170.0 1985 170.0 2287 733 170.0 2SS1 601 170.0 2550 103 1171 1208 1610 1894 1777 2273 4499 &070 1260 2234 716.1 2186 969 1836 40,2 1336 170.0 170.0 1700 170.0 1740 170.0 100,5 2683 21015 3117 3400 3538 9886 3412 1800 3100 02.7 2781 80.4 2052 87,5 2'20 304 1861 621 170.0 000 1760 768 881 170.0 1035 170.0 1171 170.0 1208 170.0 1830 170.0 1700 170.0 1718 170.0 2301 170.0 160,1 2426 1160 2180 1063 MOO 814 1000 44.4 120 A1wh7r Clip Patterns Attcbol Arahn ty 0*OOk embedment 1101 Angllom 04.73' Mk 0.C. Falmde a 4(710. 1 at 4 A n a b o r e M 4 , 5 0 1111.O.C. / 8 l e n d l y d 4 0 9 p0a : 76080 8 Arm180 01.71° 4810 0.0.7 anamil 4 479 9719.414 1180108 4 Amino .O5" Min. 44 / 2*11 Ar.Ole Clips tg. 8$ 700 80 8 Anchors s°M O.C./020 AOIe Cps 1Fig B>: 166080 Yt Anatm 4r? 1.8' len. 0.d / 286 Amos 00 5'19.70 Ism No 4M714045381.04' MM. 0.211YQp, into yr Non. 5'10.67 NM *moon Ob 0.44° Min 0.4 /1.1011p. Into LT AOm* !v.'93` WA 2 Arm10• ® 4.2011.8a O.C. / F{ip5'34. 105 38018* 11?. 480 be 3714 31117 F7oo 19894* 1' 1442 1-24 1404 Onnetate 1/1° Moo Ufteemn 7• 2.7/' 1+4X' 1.374 Oopasby Tab19 Po) 3/1r 5100 UAbo = P 2.11' 14/4° 1.44' Hale.. aau 114" Eton lemon 1' 2.42° 1 -114' 1 4/4' 44 Ss Eloo 099240010/' 2' 1.12.' 31010* Moon 3°45° 14/4' Few 47 1 1X'89 000 2' 2' P7 Wood CO 00 81881ed 8003.0035) 8man (68) 648' 601' 1418° 1.901 01401 512 Med 800 cos) 300168 3800183 oao 0529. 10449 2709 200 M0 3841114 740164 48010 -coo Ibo 118218s 338053 420110 6904° Om ma 4) 863 Ms 1120 9 331000 1120164 70010* 00098 478017* 3384904 9 1400 Os 101086 2598 88 0118 700 9 1680 Me 2100 9 WA 860 48* 1600 @* 1280 Re 312014* 144010 372018* AlA WA 764600 tame 1NA 1115 8409 18809 WA NIA nM hM WA WA 380 00 400 me 68010, 1832 s0 WA 270 9 MO O 800 00 680108 1120166 132900 N/A WA 280174 Ib* 4 Arn4a*e 0191.71° don. O.C. l P-c0p (pig 700 Ib* 600 W* 129890 WA WA 470 Ib* WA 04A WA WA WA WA 354 9 WA 14009 10009 700 9 1520110 1030194 19A WA 7459 869 N/A 936 me 18729* 4804 16A I8A 40las 81* 110410 690 35000 115600 WA WA WA 8020» 63380 WA WA WA 2381 9 WA 2364 U* 4746 m* WA NIA WA 110210 8629 84010* 13349 7800 9 8625* 94010* 18649 188000 155880 0209 WA NIA 1460 WA X90 OM as 224016* 3380 60 143201 294480 420100 580 00 60000 11209 FIGURE 2 18 FIGURE & 111 FIGURES: • • • FIGURE 4: • 8 • FIGURE & FC4URE 7 FIGURE & FGURE 10: • • • • • • FGURE 11 11 ANGLE CLIP {FIGURES 8 -7) MUST BE USED 84 PARE. NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (D )X\ ANCHORCAP...00.\o ANCHOR CAP. MULLION CAP.,,,,.,,.. / USE THIS FORMULA TO OBTAIN THE * ANCHOR CAPACITY REQUIRED" CORRESPONDING TO M ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT E LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDR ONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 0" 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 13,20. 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 (00.0) SHALL CONFORM TO ASTM C-50. WOOD SHALL BE PRESSURE -- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 6063 -T6 AND BE A MINIMUM OF .' 26° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND M8. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 2"X8"X.28' MULLION 8.000 TABLE 12A Mellon tr,. TabIe ( ) OPool30140r88 for wdoolltoPoorgre n1U8one) or Opening Height for horizons 1y-spanning tr1&IO5) in eo 70111 801n 80 In 100111 1201n 14091 18041 RaotmpoW 7Vap1711en8. Reolenou 78a04wi . Reolengt4or 112113r9. Recteroder 766 011343 Ftedenteder T Rect6 11849111141. gonenteder Tea Reatmau Itr 3.20" 30 Lwdtp Iwdsp Wading Loading Imditp Loading Laadeg L088 LOadtnp Lowing twading Leading L •11ng Loadn3 Wang LoadN1 ar Loading 111317der8. Leading aAIULL h h.1 h.1 h .h1 h1 1h1 1h 1h1_ h1 1h1 1h1 11.1 1 42 11.111=1110.0 820 1740 418 1740 744 170.0 473 1700 708 170.0 574 1750 884 1709 50215. ,70,0 Cil 1700 883 1700 m 64 2111=111•0 ICIMMIIIIIeia riot 968 170.0 661 Ms KM 1700 701 170.0 1886 1700 787 1672 Ea en ollinillrA0 88 In 1730 CIE10111 782 1824 72 a 1409 880 141110111=764 4 78 81 191.7 780 12E1 eIIMUMIMD 068 71/01111111=1106.11 WS 333 930 170.0 748 1700 1118 170.0 860 1802 1048 18123 881 1300 880 1243 748 1000 78 In 110.8 33 In 721 O8 le 824 10816 41.7 111 In SSA 780 370 uomioni 144 3 17.0 220 118.6 687 823 733 831 844 78.1 800 780 760 170.0 boo 170.0 1730 UN 1730 7L4 170.0 378 1136.6 833 1438 194 110.8 TS4 85.8 632 Y4.4 607 631 co 608 481 61.8 111:1 4111MIMS 438 81.8 411111M01.8 42.4 44.8 427 426 353 34.8 D1 •8.8 348 288 �v n7 ID 83.MIN17.330 Ely 26.0 204 21.7 ®� TABLE 123 392 333 320 30.0 280 28.3 17.8 208 370 1730 81.11=1111111217120 ED11 MO 1133 170.13 EMI 1184 170.0 att 1730 97/8 1730 113031 1481 12/8 1730 131.4 1150 183.0 1143 1048 133.1 SELO 880 10E0 74.8 780 830 4a.1 663 48.6 37.1 493 39.8 28.1 301 27.8 28.8 828 24.0 870 28 3 01, 1300 1118 1740 521 170.0 170.6 1278 1700 877 1700 17120 1348 170.0 747 134.2 183.4 1868 170.0 $27 144.2 844 126,8 1218 1838 *28 118.8 514 1108 1180 141.8 8118 105.1 880 1028 1048 123.4 889 81.4 722 78.2 880 012.0 712 704 862 6AA 780 70.9 345 89.9 821 615 780 70.8 812 664 4a11140. 583 44.4 488 88.1 421 3300 408 1 418 20.7 3117 2E2 391 24.9 993 70.8 320 21.4 370 728 278 109 317 179 318 18.2 170.0 831 1:3 1713.0 788 1700 1383 D 1730 880 182.1 824 1203 1180 104 880 1842 886 116.3 830 87.4 D 76o 469 0 370 71.7 368 NJ 805 40.te 482 332 408 222 328 200 312 48.8 CM 300 1488 1738 821 170.0 1622 1730 8130 1348 1443 170.0 768 117.3 10811 1218 14111111=1..1 918 83.5 70.1 663 50.3 42.8 760 58.4 684 89.8 113) 128.7 271 1048 109.4 821 880 79.2 6Si 760 861 824 I 1788 1822 1443 1353 1218 1150 1008 080 780 760 170.0 821 1740 860 170.0 768 170.0 881 748.1 913 1262 870 1339 818 738 886 62.1 010 80.2 888 1 I1 148.1 114.2 102.0 90.2 75 1 867 87.1 440 37,4 8 1740 1822 1443 1383 ate 1150 1008 810 780 780 1 170.0 1700 1700 1700 145.7 128,2 108.2 764 81.6 821 860 763 881 813 870 618 868 8/7 668 683 382 452 28.8 21.2 14.9 485 29,1 400 381 19.7 021 37111121=111.1 308 18.0 883 498 391 333 788 17.8 448 004 318 72,6 148 853 486 31.8 28.0 442 330 MchorCOp Pam Ittheinee 2.72 Cameo AncherCapacity Table AnON T 7gpe: 3M6' 0co U19econ 114' E105 UWeese Ups Mow (hp 1' 2-111 T 2.111 Embe0 010 fe2 1 484 1314 1.314 1.307 2 Eat 0.C./ 2/23 Arsie C9pe(g. 300 4 radios 90 35' mw. 0.C. / 7182,0 A1gle cups tFlg. 2k 760 016 6 Anon= rN 2.71' Min D.C. / 0'J 286 A18IS 0098 (FIB. Sk 1120 hie 8.6k Caro. 8f18'Moo latrasee 3-1/6' 2' ) 3116 E96018l3200n NEW C921 114' 600 I nm an Med Mal 1/4' 88 Elc* 81C 000 1W SS END A0181368r U0000n A72030e484 P 1-134 242' 1' -' 2.142' 2' 3.1/1 P 1.114 1414' 14/4 1 -1/4' 1-114' P PTWood 810 SCI 112 Steel S11eew0329 Saes 5310 446 0.64' 1-317 1476 M8061 012 Sbel 5 •tea) a92P (66083484) les 390 00 4 00Ibe 690 Da 1Z0p79s 270611 288 On 384 Ito 740019 415 09 068 76013s 780119 1600 u0 2626 e9 840119 690b N/A 112000 X00 68D I9e 1120 Ws 80309 2248108 2234@8 WA 94009 WA 1008 @8 N/A 1535 118210 6261118 42009 2384 319 852188 840 lbs 112002 WA 878198 1200 Om 1880 the M000 FIGURE 1: FIGURE2 • • FIGURE 3: • • • • • • • ANGLE CUP (FIGURES 14) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS 044 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 1820. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED W THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHAU.. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILED CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8053 -T8 AND 86 A MINIMUM OF .126° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .846" THICK (18 GAUGE) STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND Ate. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) X I 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 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 317 BAY MULLION 3 A No ,1111/111 acs 4 4 1 YN, * NO. 6a., ..16 ' STATE /'V %..°COPT A. LYNNIMiLl FLR.E.AI TABLE 11A 601n Mulllan Capaclty Table (Ibsm2 OpsnI5Wkt81 (for uetg pannluC Mullane) or Opening HsVht{for horIoonte ly- spermIng muftis) 70In 80 In our 1001n 13081 14091 180 3 RectengeWr 1.26" x 2.11" Laathng x .126" Alum Tubs Mob 1 Trep/76anp. Leading Rectangular tag 33/293. R9eta0 25e 4cLdng Loat�g 7"a, Rammgwar La *# 1884152 Lassa Reolarguler Loading Traldfit�. LcedIrtg Recuengdar Ltemrg Tmp7l'33. Leadna Rec13113 r Tremfdlg. Rederguke Low2pg teedtag 10a5eg Leading it 1 11 1 421n .o 120.2 525 -149.9 la 1 419 10.0 1 A 1 1 11 1 138.9 414 00.1 134.9 411 20.1 134.1 411 72.1 1 !I 134.1 �i 1 1 11 g 1 1 411 �.1 134.1 401n 06,6 409 10.0 323 80.8 403 04.7 326 880 483 50.8281n 823 302 01.0 301 653 082 78.2 284 541n 87.6 315 74.1 267 58.8 318 84.2 281 801n 493 26$ 63.1 218 412 288 451 214 8391 427 234 45.5 050 66.6 294 39.: 196 038 362 48.6 818 35.8 30.9 234 6061 272 213 33.4 123 31.0 213 33.7 175 721n 28.9 178 90.1 180 239 175 298 182 781 In 24.3 181 28.4 140 228 101 21.5 1377 23.6 213 284 179 17.4 161 89A 320 33 1 4419 403 784 71.9 289 284 �'! 41Z 292 89.8 97.7 2� 280 33.9 316 48.8 40.7 210 204 247 258 33,a 81.7 180 100 21.4 234 28,0 29.5 179 23.2 213 27.0 173 220 215 29.1 170 198 215 237 188 22.2 140 173 179 20.3 147 15.9 170 19.7 143 19.0 135 15.2 181 17.0 199 80.4 403 31.4 317 51.5 382 42.4 ale 303 298 28.7 234 69.7 40 78.1 97.2 285 467 982 64,9 58.5 293 27.7 315 80.8 37.2 207 27.5 259 34.5 31.8 185 227 234 28.4 314 1 40.9 409 78.5 259 34.3 382 535 248 28.3 $18 45.1 203 926 258 32.2 184 17.5 234 25.6 411 513 014 34.8 283 29.4 528 40 382 134.1 75.6 63.8 411 314 283 .1 322 35.7 403 352 78.8 93.6 411 314 268 245 242 518 45.1 249 212 515 481 248 201 17.7 32.2 201 15.8 322 201 183 15.3 26.5 15.8 213 22.2 187 19.$ 213 22.0 183 186 13A 234 11.5 213 255 22.0 10 108 781e 223 162 288 133 18.5 E 11B 152 16.8 131 18.1 152 17.5 128 A:mbar Cspaeity Table Mu) • Arc9r CE5 Pellerrn 5899718 272 Comte 8.622 08'8518. Hatow CMU FA9d CMU P7 Wood Metal A9493Tpp0. Sr14 Else 186eco+ 104• Epp Ultra :on 8118' MOO U818o00 8018' EI*OUa'8oer 114' E45o 111tr.m 104°88 Moo 618' Elw unman /4'88 Eke Aggregator 51031991 Screw (03) 61291.1 9128351 strew (05) 833 (c 8) 4 Mira &e.5Y . EmbelmaM Angle C.Upe 1' 2-112' 2.32' 3.19P 1' 2-112' 240X' 2' 3.187 2° 0.43" 3.54. 8324" 1-5e8' 760 .: 14N4° ms 14314° 880 ..; 1+054" 2" .1 1 1.118'_ 680 45 1 -114' 14/4 1.114' be 1.1/4 mo 2" 2364 1 857169 1-0IS us (sea note FIGURE 1: ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS 014 USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MUU. LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. ANCHOR CAPACITY ANT FORMULA: (Du X 1 ANCHOR CAP.,". n" a\ =ANCHOR CAP. ", MULLION CAP.,,,,,,,, USE THIS FORMULA TO OBTAIN THE %ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN TIE OA1.ItN 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 TAME. 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 71E FELD 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 C410. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. AUIMINUM SHALL BE 80E3-1-6 AND SE A MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK {18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1-'- -1.266" --1 126' 1.28° X 2,11' X.129° MULLION (INTEGRAL FN MULLION) PRODUCT REVI693D es 6 as C 1bo ''t• A TABLE 13A 8010 8035 77 won :ws I. Table Opanhlg Width brver0oafly ep mullions) or Openhlg Height (for hulaondaUy•8pann mullions) 01 10381 es In 0161 1204 14041 1804 nesonsulea Ttep7TAao R83*108er 22011111159. Raaon0utmt 3.2848 Loam Lobe Lemon9 Leading L0amng DEG. AL BAY MULL 1k*1l157g• 1 1210011310497 11 90010095. Rte' TregAnfare. Reatas'ul1r Tr 3131a5g. Loadln0 Loatl'ng I.ore99 LadIng Lcad60 Leading 1.4299 Loaamg 1297400 9. LaedIng 5195319119 799110879• lasotentader 114111092. Loading Low Lae30ng 1h1hh 11111h111-1 11 11 11 1hilin II II 421n 1720 EGO 48 4 170.0 708 50.0281, 1710 747 541n Eal 7881 75 Ea 901, 8932 1081, 1114 12001 144 In 1720 888 T?0,0 230 1720 485 170.0 Tod 173.0 624 1740 080 yap 13 170.0 812 1720 170.0 701 170.0 1899 1700 740 170.0 1702 974 1700 700 170.0 101.8 1033 TES+ 189.8 140.8 8T 134.7 114.5 7335 784 1059 86.4 574 89.0 70.1 509 958 47.9 449 48.9 408 39.8 44.1 42 450 308 325 94.0 384 802 800 1V.1 881 4.7 848 858 611 29.1 1110 1188 1010 1TQfl 478 170.0 889 170,0 489 9740 8I 170.0 821 1720 1755 170.0 021 1813 1071 170.0 170.0 604 1711.0 982 1710 030 172.0 1138 170.0 501 1720 CI 170.4 174 170.0 1417 1700 BBC 183.7 1837 1740 1720 031 1720 1010 1710 1391 179.0 1185 170.0 723 1720 1345 170,0 747 1720 1494 173.0 798 147.1 1832 1711.0 788 122.1 1602 170.0 788 110.4 1851 1740 was 891 170.0 1110 170.1131111754 170.0 1275 1702 an � 0301700 837 16.2 1455 170.0 059 1228 1488 1740 w!} 7 70.0 51 2 190.0 044 Ca104.8 900 K6 1308 187.1 502 18.8 1800 1E1 170.5 830 1247 170.0 040 1425 1247 184.5 653 138.7 162.0 985 114.0 1247 144.2 082 920 1247 139.2 118 , 81.4 1247 1827 035 71.3 1247 193.7 170.0 809 148.4 . ! „O 1827 095 120.0 1100 147.0 1345 1164 188.6- 828 189.8 1189 i2a4 em ga.e lisp 1198. 03• Vi1 74.2 1103 110.1 883 84.0 1180 119.1 179.0 519 1720 1110 178.0 521 170.0 1240 170.0 821 170.0 1468 1124 1010 12:7.2 042 101.0 1010 1141 028 908 1220 775 99.1 008 CI= 852 stte seta 740 En 1126 739 00.8 881 928 726 794 881 85,5 713 721 684 OM 840 830 884 81.7 848 41 548 89..1 499 40.7 000 81.4 491 428 858 450 488 41.2 898 III 342 440 657 853 29.9 44 31,7 357 329 879 31.5 410S 32.8 879 27.8 428 89.1 387 299 926 49 384 228 831 21.0 884 228 817 224 233 18,8 363 17.1 210 750 450 37.8 258 24.5 184 521 800 728 801 982 908 1010 57.3 1010 10&8 877 80.8 1010 98.9 807 57,7 1010 07,8 780 60.0 1010 87.7 882 730 847 421 000 712 710 429 008 70.8 81.0 703 48 881 75.4 854 83.0 851 851 891 454 831 045 678 39..7 881 557 008 039 720 07.3 908 503 755 709 672 60.6 537 41.4 048 47.0 580 34.6 040 41.6 816 228 849 352 511 20.0 848 38.8 45 982 23.9 448 20.1 977 220. 440 364 455 at 888 305 452 21.3 588 2a? 227 388 17.1 449 20.4 381 180 449. 18.9 369 28.2 352 221 428 24.0 885 18.4 425 227 350 1 *8 313 17.5 384 187 309 428 185 343 TABLE 13B AnchorCttp Patterns 2.74 Gamete Anchor C•paelly Table (ma) 3.403 Cam. Haase cola mad CMU PT Wood Nab 0100' Elm uthaam 14° E40 u190551 8116" Elan noon 241258009 9I 1' 2.17 31/§' 2/18" Sao 18wasa 114" Elan 2021 114' 88 Ow ASS 6176° Ek5 113245 2) 114150 Elea AssteOatar 910 Stud Strew (00) 4'121195 Strew (a0) 812111991 Saw (145) 1' 2-17 1° 2.37 2' 34327 2" 0.48° 284' 9.327 ammonia gq 2Anoka ®Penn O.C. /662r6Ard;9COpe !Q 1) 4 222:13940 271E2. 05..1 31)24 Arg41l29 h. 37 1-974' 380 4a 78914 1.814° 380166. 789161 1-714' 45018. 790 9• 1-314° If• 107352 r 1786.9 289800 1-104• 270168 64060 Saab �o gw 154 5re 1bA 1.1/4' 740115 1133149 1.24° 480 3* 9.1800 144' 72016e 860189 2 1182ero 2364 00. 1148° 82$133 652169 1801' 420 la 54029 bee note 4), 880101 1120009 B Amhmo ® 271' 111n. 0.C. /)2 x6Ande glss (Fig. 3) 112814 112014 9581 9 7148&9 33394168 0NA 84069 EVA - 1089189 WA 1510819 ILIA 97888 1289155 1880 9• FIGURE 1: FIGURE • • FIGURE 3: • • • • tl • • • ANGLE CUP (FIGURES 1.3) MUST BE USED IN PAINS. TABLE NOTEE13: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHCOS. 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 CUPS MAY BE FACTORY MACIIINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED If THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATICNS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -00. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 60(3-16 AV 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 .126° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (:19.)X ANCHOR GAP. °„..,) =ANCHOR CAP.,,, MULLION CAP.,®.,,. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED* CORRESPONDING TORN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 08 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED 8130.1104. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OtAAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .126" i PRODUCT REVISED 1 1 85 15 1 1 52 1 2. 9 1 as Juildbe Code No 01961010 ^k 1 40. 68 • ' A z pro'. S1A rrr' `•. fiCOF +ssroisi A L4414111 FL P.E.# --1 t.000° 1••• 1"X 2° X .128° MULLION 868•78 ALUM. *SECTION .375' .373" MN. 2.000" r i .128" 2.000" 1.070' 1" X 2" X .378° MULLION 8083 -T8 ALUM. X- SECTION j- -.126' STANDARD CLIP 8063.78 ALUM. x- 3EOTIMJ 3.128" 6.600" cur HERETO _ CREATE SCUP. SEE r DETAIL F, SHEET -1 1200" h r x z98' x .8f'8' MULLION 0083TSALUM, X- SECTION .376° MIN. 1.15" MIN. D.C. L_ STANDARD CLIP 8003.78 AWM. TOFVIEW 3.300 0.312 .376° MIN. 0Fr&tI CLIP •126°- °T 0003 -T8 ALUM. .i40" TOPVEW O "-0.312" U4:1JP 8083 -re ALUM. X-S OTION -011.000" h 1• X 2.76" X .686" MULLION 800•T8 ALUM. X- SECTION .338" MIN. • U-CLP 808318 ALUM. USED FOR ALL? X 2° AND i2.70" M4AU066. Tit 0.226° TYP. 338° MIN. U -CLIP 6083 -T0 ALUM. 1 °Xa120"x.607 MULL ONLY. TOPVI ° U•CL0° 8063 49 ALUM. 1.25°X3.180X236 MULL ONLY. SHEET 1 TOPVIEW TABLE B I- 1.000 "v1 1°X 3.128"X.6" MULLION 6083•78 ALUM. *SECTION 000' .376° MIN. 3.000 MIN. MANGLE CLIP 8083T6ALUM. TOPVIEW 3.183" h•-1.250"-»l 1.28 X 3.188° X.266° MULLION 633346 ALUM. *SECTION Mull Dlmenman (sheet A#) POT Part # r8umon Std. Clip Offset Clip U.cIlp 'Angle Clip 9 "X2"X,125'(5) 66605 68811314 1 686111631 666243M 666511M 1 °X2" X.375" (1 666008 666114M 16661119M 066244M 686512M 1" X2.75' X.375° (7) 68607 686115M- 6681120M 666245M 668613M 1" X 2.75' X.660° (8) 68608 6861180 16881121M 1° X3.128° X.500" (9) 66637M 61381116016581114M 1.26" X3.166" X .265' (12) 65841M 6681117M 18881113M 1.26° X2.11" X.125" (15) 69370 WA sisitha 6652480 1 666242M 656515M 651241M 666610M 6868140 WA 666517M NOTES: 1) ALL MULLION CLIPS MAY 8E 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 x«-1268° -•1 .800" 1.'X2. 1•X.128' MULLION 606370 ALUM *SECTION Dimension Value (On) For Mullion: A 1.626 5 2.654 1" X2" X.125" C 0.895 Aluminum D 0740 Tube Mullion E .450 Min. A 1.126 B 2.404 1" X2" X.375" 0 0.635 Aluminum 0 0.490 Tube Mullion E 0.450 A 1.878 B 3.000 1 °X2.78 °X C 0.757 .375Aluminsn D 1.118 Tube Mullion E A50 Min. A 1.392 B 3.003 1" X2.75" X C 0.478 eart Aluminum D 0.838 19.1be Mullion E .480 Min, A 2.000 0 2.537 1" X 3.125° X C 0.863 .tom" Alum D 1.137 Tube Mull E .450 MM. A 2.625 B 3.252 1.25" X 3.188° C 0.862 X 288' Alum D 1.762 Tube Mull E .450 Min. 1.28 X 2.11" X A 1.813 .121" Alum Tube Muff 4 -.I 1.000" fr■-- 1° X 4" X .125" MULLION 606346 ALUM. *SE011014 .126" 1.000' h 4.007 .126' .2176° X4'X .376' MUWON 608346 ALUM. X-SECT1ON 475° MIN. STANDAROCUP 6083-TO ALUM. X-SECTION 2.075° 2 Mr BAY MULLION 6083-T6 ALUM. *SECTION MIN 46° BAY MULLION 0011246 ALUM. *SEC110N NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILIED THE FIELD FOU.OWING DIMENSONS GIVEN ON THIS SHEET. 6.600' OUT HERE 70 1125° it CREATE F-CUP, see .s75 t, DETAIL F. SHEET 0.31Z STANDARD' 00w MI0ST6 ALUBL TOPVIEW 0.500" 475° 1.16"..sp MIN. 0.0. 0 .125'- .740" 2) SEE SHEETS 2-4 FORGENERAL INSTALLATION METHODS. a, 0 4 1 2,, 3.00o' o 0 OFFSET CLIP 61:61S-T6 ALOE TOPVIEW .125" U-cLIF 0013246 ALUM. X-SECTION U-CLIP 608346 ALUM. TABLE D TABLE C F 2.000° .125' 2X6 ANGLE CLIP 8053-T6 ALUM. X4ECTION 5.01117 0.312'Y -0-- - -0 - 0 00 2X6 ANGLE CLIP 6063-16 ALM TOPVIEW Dimension Value (In) For Mullion: F 3.887 1° X 4° X .125" G 1.000 Aluminum H 2.680 Tube Mullion F 3.187 1° X 4° X .375° G 0,757 Aluminum H 2.430 llibe Mullion F 2.613 MatEll F • MEN 45° Bay Mull Mull amend= (alwiet 0) P Pert 0 Mullion Std. alp Onset CIIp U-Cllp Angle Clip 1" X4° X .125" (10) eystm 888111M 6661122M 888241M 088518M 1" X 4' X .378" (11) 88810 888112M 6681123M 659242M 588519M 30 Morse (18) 88849 . N/A N/A N/A e6351101.1 48 Mame (17) 88650 N/A N/A N/A 638511111 MIN. j_.376' Ad IN. 231° MIN. 0.0 (BAY MULLS) 3.00' MIN, 0.0. (1° X 4° NAULLS) Mull Dimension POT Part 8 (sheet tk) QAuIHon Std Clip U•CIIp Angle Clip 2" X4" X.25 (13) 66602 686231M 036271M 6565112M 2° X 6' X.28" (14) 68804 868282M 863272M 8665113M NOTES: 1} ALL MULLION CLIPS MAY SE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY DE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION ITHODS. —11—.126* i 5 i i S f Z JVLIZZ ,iirrriir /% it iiii ,V.,,,, y >rr 44,,,,rr --I 1- -.128° STANDARD CLIP 8083 -TB ALUlbt x- SECTION U.CLIP 8083 -T6 ALUM. XSECTION 5 r i i ?m,rrisiur ✓iJii i riui,�. �rrriiri i ru nio <.ri 2X6 ANGLE CUP 666341 ALUM. x- sECTIDN 2 X4°X�° MULLION 8083 -TB ALUM. X- SECTION 3600° C.UTHDTO CREATE P-OUP, _ SEE DETAIL F. .376' r SHEET4 MIN t MIN. O.C. ITI o 2.820' L_ 2 "X6°X.26" MULLION 6083TSALUM. XSEDTION 5.000" H--3..000° MIN. O.C.- 1 0.312'' 63T MIN. O.G. STANDARD CLIP U-CLIP 2X8 ANGLE CLIP 606346 ALUM. 8063 -T6 ALUM. 6C&$T8 ALUM. TOPVIEW USED FOR 2°X4 TOPVIEW MULLION. SHEET 13 TOPVIEW CREATE F.CUP.„ r_SEEDE4AlLF' MIN. SHEET4 I O 1.716' I t MIN. o� it 0.512' _�_ 4688' 8.43 o 0 0 j O •- STANDARD CUB' 8083 48 ALUM. TOP VIEW PRODUCT REVISED as emptying wilh the P Saitdiag Coda Automate Ne Expkatiott)paIe .376" MIN. `46 ' 1?CEN */ No. 58 .637" MIN. O.C. U-CUP • 6083 -TB ALUM. FOR ?X6' 1 -0�� ETA' ri A. LYNN �hhlii FL P.E.a;t EXAMPLE 1: SINGLE VERTICAL MULLION HOANDIVRS IM HEAD MULLION LENGTH 4 SEE . DETALB. aims &3 L___} NOANci:p:1yN W mu -4 h -IUL,L WIDTH P83UN G WERE THE BUILDING SUBSTRATE 18 KNOWN TO BE WOOD ON N.I. FOUR SIDES. THE 'MNDOW FRAME DEPTH IS 2 -114'. THE OPENING REQUIRES A DESIGN PRESSURE OF +30.0160.0 PSF. 1) INITIALLY ASSUMING THATA 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPEMNG WIDTH 18 32" +32+1 "5'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FORA MULLION THAT 18 AT LEASTTHE WINDOW FRAME DEPTH OF 2 -114° AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +00.0/430.0 PSF. IF THE TAME DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE PROM TABLE 3A, SHEET 7, THE 1° X 2.73° X .378" MULLION (LENGTH = T2', OPENING WIDTH ' 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS + -83.3 IMF AND WOULD NOT SE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1° X 2.73° X . MULLION (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 836 LBS. 2) USE TABLE 416 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4)412 ANCHORS AIM THE 2X8 ANGLE CLIPS WITH (4)412 ANCHORS HAVE A CAPACITY OF 840 I.BS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP I8 EASIER TO INSTAL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE IIRILUON AND THE FENESTRATION PRODUCT SE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUULX)N. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED 70 BE 12.7 PSF WITH AN ANCHOR CAPACITY OF 638 LB8. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR TFtE EXACT DESIGN PRESSURE OF 60 PSF: (80 PSF)X 1 8387PEE ) = 324.8 LISS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) EXAMPLE 2: MULTIPLE MUWOI�S MuLLYVOTH±11-- VLRIICAL MULLION '- LENGTH s OPMdING mow FOR HORl2. ON 3r, NORM 38 ", NORM MULL LENGTH MLG LENGTH LENG OPENING WIDTH FOR VERTICAL t.IULL r 4 THE BUILDING SUBSTRATE IS XNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH 113 2 -318°. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0 -86.0 PIP. FOR THE VERTICAL MULUON; 1) INITIALLY ASSUMING THAT A 1° WIDE MULLION IS SUIT ABLE, THE MULLION LENGTH IS 32'+72+1° +108 AND THE OPENING WIDTH IS 36"+30'+1' .073°. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN TEE MULUON TABLES FOR A MULLION THAT MAT LEAST THE WINDOW FRAME DEPTH OF 2-3/WAND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80,01-830 PSF. IF THE TABLE 0058 NOT SHOW THE EXACT Ste, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, 841557 7, THE I' X2.78" X .378" MULLION (LENGTH =108', OPENING WIDTH - 80°) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-18.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4° X . 280° MULLION (LENGTH =108, OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +484.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED N THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LS. BECAUSE IT 18 NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH 1S 6'+36" +2•=74°, NOT 73"AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE 18 STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAI81rAN THE 73' DIMENSION (33.112° +38- 11ENrs73). 2) USE TABLE SS TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN 74118 EXAMPLE. ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8°, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE DING THE STANDARD CLIP WITH (6)3118' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.112' GIVES AN ANCHOR CAPACITY OF 1080 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 1.88. FCR.THE HRRZONTAG- E8.UONB: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X.268° MUWON, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULUONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) 741E MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32'+72" +2° =106". REFERENCING SHEET 22, THE COLUMN USING TRAFEZOIDALETRIANGIA.AR LOADING MAYBE USED. PROMOTABLE 9A, SHEET 13, THE 2° X 4" X .280" MULLION (@ 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 621 L8S. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE GNU SUBSTRATE. IN THE EXAMPLE, ASSUME THE LXAU JAMS ARE 8 WOE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8°, CAFE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X8 ANGLE CUPS WITH (4) 3118" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 640 LES WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 621 LBS. 4) FOR THE 1,1-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAFACTY OF 621 LBS. TABLES) FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY 181074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS. THE ANCHOR TYPE IS A 812 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: + 1-34.7 PSF FROM THE VERTICAL MULLION: +1470.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO 01AU; +1 -170.0 PSF FROM THE 38 HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUWON (INTER SECTION). THE LOWEST DESIGN PRESSURE IS +464.7 P8F AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH MIS 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 SAULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, g 3 to 4 PRODUCTREVIBBD n9 emE AO%withthe FMt Widths Cods so Ns Date `\�Wt4i111t \`'Z�� LYNN cat':: �rENS ND. slAN %,""C"...•• 0RS A LYNNE IMILLI FL P. E.# 8I EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOAD NO OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING 0.F VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOAD NO OF VERTICAL MUWON LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR tS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES QF TRAPEZOIDAITRIANGULAR LOADING: ir%�i11._ 41•AF AID». LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF (2) HORIZONTAL MULLIONS L LOADING OF VERTICAL MULLION a SOD LOADING OF HORIZONTAL MULUON LOADING OF HORIZONTAL MULUON LOADING OF HORIZONTAL MULLION L2TM 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN, 2) IF THE LOADING TYPE CANNOT SE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS APPROVAL FOR ACTUAL ANCHOR LOCATIONS, 6 3 6W g 4 I co' I 6; PRODUCT REVISED ss complying with Ills Flt MALAN Code Acceptance No 5 to „Qk• F1C „Pk,. A LYNN Mai FL P.E.# 6