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WS-11-1977Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 166990 Scheduled Inspection Date: November 23, 2011 Inspector: Bruhn, Norman Owner: HARTMAN, MARIE Permit Number: WS -10 -11 -1977 Job Address: 1700 NE 105 Street 218 Miami Shores, FL Project: <NONE> Contractor: QUIRINO CONSTRUCTION CO Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122300500370 Phone: (305)892 -1987 Building Department Comments INSTALL 2 IMPACT WINDOWS IN BEDROOM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 165857. NO ACCESS. November 22, 2011 For Inspections please call: (305)762 -4949 Page 25 of 30 ID/, Miami Shores Village 10.1Alii— SOWN Building Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Id I 1 f — )0 ° Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 -C1' ' 1 �°Cokni tout B ILDING it 14 �. PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): L a, T14 Al4) Address: 1100 f v 105 fl W2 A RECEIVED OCT 2 §2011 Permit No C —k) S Master Permit No. Phone#: 51z 75? //fed City: oktAMQ ' !WA ei State: Tenant/Lessee Name: Email: Zip: iV i f ? Phone #: JOB ADDRESS: #100 ALL 105 57 •i8 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: n ° .2`2=6® " eS6 ' 0 X10 Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: 1987 ?J ioa H H f 1701 /2®A P City: A . //11 B A eI* Qualifier Name: gi-fOeiho NO Flood Zone: eiegOaa,w CO rgritoc7colp - 7324- Phone #: ®S, -519 - gq g i State: PQ- ° Zip: 03,1“ Phone #: 00$ Sr”. I9 7 State Certification or Registration #: C46 C 31 *44 Certificate of Competency #: Contact Phone #: ��� g�� °fl��� Email ddress: POOi fAX040 € A' "t ° coe& DESIGNER: Architect/Engineer: Ali A6 eiNffiZl/9 G' /Ali° Phone #: JO5 36 Value of Work for this Permit: $ 4#90®.'"" Square/Linear Footage of Work: 57 '''1c J ®" . lt 2 q .2650: Type of Work: ❑Addition °Alteration UNew ORepair/Replace °Demolition a Description of Work: i g f rt enL RA PA cr AI IM INff% M REptemehr # 0 "4 Le' 10114 P47° 59014 ". WINS rs 7g0 vi. Ni -'.j *****&P* sx ** * * * ** *Fees** ** * * * ** * * * * * *:0 * * * ** *� * * *** * ***0 * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ C o Bonding Company's Name (if applicable) Bonding Company's Address o � City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City — State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement mus e posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absences >` ch posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this a / day of ,20 I/ ,by L&reTJ4 AkkinmetAl who is personally known to me or who has produced bL# Contract° The fore F g instrument was acknow !. ged before me this 92a day of �'`.td , 20 1! , by ,hie • /' /eI,I m , who is personally known to me or who has produced hi.' X e • 5S' 66 Adentification and who did take an oath. kYs.s -529"SS-04y'&s identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: kiel/P . -I. • 4r. My Commissio s = ....',. >........... �, i Joi,16 :'h's REBECA I. ARTIAGA- TURNER Cammission # EE 020262 Eves August 24, 2014 APPROVED BY �9 �� ' Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk •f 1' • 0 C T — 3 1 — 1 1 �I ; ^^r CER "h11CA ERT :�•Du 01 :51 PM QUIRINO 3055917722 CERTIFICATE OF LIABILITY INSURANCE FICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON TI?g ClR DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAOE AFFORDED B ICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHO ER, AND THE CERTIFICATE HOLDER. P.01 FICATE THE IZED RE 1T a TANS'; If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed, If SUBROGATION IS WAIVER,* , �, Ind Mons of the policy, certain policies may require an endorsement. A statement on this certificat* does not COrlfsr 41 4 : er to lieu of such endorsement(s). ET _ I •ROEM R INS BOX 1,oeea RAC , DOINOIGONSTRUCTIDN CO INC :7 NE 1 1 19TH ROAD MIAMI FL 3318i FL 33319 NAME PHONE AIC, Na, Ex ): -MAIL ADDRESS PROD -ER CUSTOMER ID a INSURERS AFFORDING COVERAGE IN$UHLHA FLORIDA W C. JUA Nf>ntlll MEE F IF rrr •. DEW IMP afgc, INSUHL-H f3 IN. ^;I I'E;R C: INSURER f.) IN5i1 lilt: R F. INSLII -c:H S CERTIFICATE NUMBER: tS 0 CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUE PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION SPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE )iI =ED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITION& OF R DUCED BY PAID CLAIMS. TYFE OF INSURANCE INSR WyD POLICY NUMBER POLICY MM LIABILITY fl) IYYYY C(111IAMk:ri(.IAL CIl.NP RAI IIABI:.ITY RE SION N D TO THE INSURED NA OF ANY CONTRACT 0 INSURANCE AFFORDE SUCH POLICIES. LIMIT N EI CI AIMS MADI.' ❑ hK r: r)k all IN ANM Auto b AliowwI) Am,TC , III SC{•IEOI.It 1.0 At.l t05 Sill WpEEU AOrc:y-. NON 4,WNFEI AI ITO$. GO` ELL IAI1.LIMITAPPLIF PCR pi OJF(•1 n LCC LB LIABILITY ti1R L/M�RELLA L IAO E?iIFEFbS LIAR .JC1'IFIt F, 0 Z4.71 I:. Mies, 9. NT N 1, COMPENSATION OYENS' LIABILITY I@ TCNR/PARTNE R& XF. c,uTlvr EMFaL R r xci UDE L)' �n m NN} Ct. AIMS•MADE. IG'Lb. undrr J12I6 nF OPERAT IONS below NIA MM/DD/ YYY EA 10 BERL ED ABOVE; OTHER', ■ BY THE SHOWN UR ENCE A •AGE•T0 PR: MISS- E MOM FlAf' ' . r 111X! Ifa?i l#r ERRINIMMINIEINVIS 11 S 1$'.41 meffermis II WWII, OE' ERA Ati'!R CA BO!LY1 I JU Per .oci (6FR13U8- 9607L30 -A -10) MINIMUM PREMIUM POLICY 11 -07•• 10 11 -07 -11 rlf•�T� aaa'. Yal.i. R8C NOMMININI L 'i:tr sit I $ ,1I ' 33ft INSIMINOMAN AGt REGA rE : • Ilni R U I'!' OF OPE'MATIONS/LOCA'TIONS/VEHICLES (Attach ACORD 10f, Additional Remarks Achedute, 11 more apace rR frqulrod Q TE HOI -DER I IIVYLLA(4E OF MIAMI SHORES !BUILDING DEPARTMENT I;1006O!NE 2ND AVE I MIAMI I SHORES I' 4*0R13 2i (2009/09) PL 33136 CANCELLATION SHOULD ANY OF THE ABOVE DESORICEO POLICIES ICE CANGELLEQ EXPIRATION DATE THEREFORE. NOTICE WILL BE DELIVERED IN ADC POLICY PROVISIONS. LL AI1111040 IJ F46 or' .L rlr`rrVl• l.1988100ti ACORD CORPORATION. All i The ACORD name and logo are registered marks of ACORD ' •,r a . 44107,atn THE SHORES : .RECEIVED OCT 28 2011 B • (, td Si/4M CONDOMINIUM APARTMENTS 1700 NORTHEAST 105m STREET ON BISCAYNE BAY • MIAMI SHORES, FLORIDA 33138 • PHONE (305) 893-6741 To Whom It May Conern: Permission has been granted t Unit # Date: 6,V, - , 3 A0// for the purpose of Bd. of Directors J Pc nit N :.: 11 -1977 Jo Nan Oc ober , 2011 ') Pr d Mu!lian approval. Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 PIS revie not comple!e, when all items above are corrected, we will do a complete plan rev ,w. If a y she are voided, remove them from the plans and replace with new revised sheets and inc de or t of n:inided ..beets in the re- submittal drawings. No Ian E ,n CEO 3C 795 CALCULATIONS HORES CONDOMINIUM UNIT # 218 WINDOWS 1700 N.E. 105 Street Miami Shores, FL 33138 OCT 252O11 ZONING DEPT L! Da DEPT All computations and written materials herein constitute original work of the engineer and may only be duplicated with the written consent.: ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 3363 NE 163 STREET, SUITE 701 NORTH MIAMI BEACH, FLORIDA 33160 PHONE NO. (305) 940 -3088 FAX. NO. (305) 940 -3273 EB NUMBER: 0007488 PE NO. 35460 DESIGNED BY: ALI ARBAB FL P.E. NO. 35460 ;! %1 Jf CT TO COMPLIANCE WITH ALL FEDERAL ,w 14 11n COUNTY RULES AND REGULATIONS 101 Lc' in t Structural Aid & Design Engineering Detailed Wind Load Design (Method 2) per ASCE 7 -05 10125/2011 II Analysis by AA Company Name: Arbab Engineering, Inc. Description: SHORES CONDOMINIUM UNIT 7,--M8 WINDOW User Input Data Structure Type Basic Wind Speed M Struc Category (1,11,111, or r Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) ype of Roof Kd (Directonafity Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Kith Perp. To Wind Dir (B Kith Paral. To Wind Dir (I. Bualdmg 146 11 C 1 mph Hz 0.0 :12 0.0 Deg Monostope 0.85 53.00 ft 53.00 ft 53.00 ft 200.00 ft 50.00 ft Calculated Parameters Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Type of Structure Zm Height/Least Horizontal Dim 1.06 Flexible Strucl re No Calculated Parameters 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values 9.500 900.000 0.105 1.000 0.650 0200 500.00 ft 0200 15.00 ft Gust Factor Category 1: Rigid Structures - Simplified Method Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category II: Rigid Structures - Complete Analysis Zm 0.6 * Ht 31.80 ft Inn Cc * (33/z} 0.167 0.2012 Lam t*(zm/33)"Epsilon 496.31 ft Q (1/(1 +0.63 1(B +Ht) /Lzm)"0.63)) "0.5 0.8415, Gust2 0. 925*(( 1+ 1.7*Izm*3.4 *Q) /(1 +1.7*3.4 *Izm)) 0.8462 Gust Factor Summary G 'Since this is not a 'textile structure the lessor of Gust1 or Gust2 are used 1 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc Max Max- ' en Buildings Partially Enclosed Buuldings Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 - 0.55 - 0.18 0.18 I -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 Arbab Engineering, Inc. Page No. 1 of 4 10/25/2011 Structural Aid & -Design Engineering Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz lbift"2 Pressure (Iblf"2) Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip-ft) 53 1.11 1.00 51.36 25.52 ' 44.01 -30.97 - 12.48 56.50 33.90 50.85 50 1.09 1.00 50.73 25.10 43.59 -30.97 - 12.48 56.07 146.04 662.43 40 1.04 1.00 48.41 23.52 42.01 -30.97 - 12.48 54.50 255.04 1937. 30 0.98 1.00 45.56 21.60 40.09 -30.97 -12.48 52.57 360.18 3738.53 20 0.90 1.00 41.83 19.07 37.56 -30.97 - 12.48 50.05 41023 5664.56 15 0.85 1.00 39.37 17.41 35.90 -30.97 -12.48 48.38 555.38 13932.22 ote: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6.5.12.2.4 Parapets ype of Parapet Enclosed Value Top Elevation of Parapet 53.00 ft Parapet-Windward Pressure ..__ 77.04 15 /ft "2 Parapet- Leeward Pressure -51.36 lb/ft A2 Figure 6-6 - External Pressure Coefficients. CP Loads on Main Wind -Force Resisting Systems (Method 2) zi.111Lzi =.1F :>c41 L.:, J�' IN 14 14 L Variable Formula Value Units Kh 2.01 *(Ht/zg)"(2/Alpha) r 1.11 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)A2*I *Kh *Kht*Kd 51.36 psf Khcc Comp & Clad: Table 6-3 Case 1 1.11 Qhcc .00256*VArrigicelthrKd 51.36 psf Wall Pressure Coefficients, Cp II:. rface I Cp ndward Wail (See Figure 6.5.12.2.1 for Pressures) 0.8 Developed by Meca Enterprises, Inc. Copyright 2006 Arbab Engineering, Inc. Page No. 2 or 4 Structural Aid & Design Engineering Detailed Wind Load Design (Method 2) per ASCE 7-05 Roof Area (sq. ft.) Reduction Factor Roof Pressure Coefficients, Cp I 1.00 Calculations for Wind Normal to 200 ft Face - Cp Pressure (psf) Additional Runs may be req'd for other wind directions iGCpi -GCpi Leeward Walls (Wind Dir Normal to 200 ft wall) -0.50 - 30.97 - 12.48 Leeward Walls (Wind Dir Normal to 50 ft wan) -020 -17.94 0.55 Side Walls -0.70 -39.67 -21.18 Roof - Wind Normal to Ridge (Theta <10) - for Wind Normal to 200 ft face Dist from Windward Edge: 0 ft to 106 ft - Max Cp -0.18 -17.07 1.42 Dist from Windward Edge: 0 ft to 26.5 ft - Min Cp -1.30 -65.74 -47251 Dist from Windward Edge: 26.5 ft to 53 it - Min Cp -0.70 -39.67 21.18 Dist from Windward Edge: 53 ft to 106 ft - Min Cp -0.70 -39.67 21.181 Dist from Windward Edge: > 106 ft -1.30 - 65.74 -4725 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 50 ft face Dist from Windward Edge: 0 ft to 106 ft - Max Cp -0.18 -17.07 1.42 Dist from Windward Edge: 0 ft to 26.5 ft - Mm Cp -0.71 -40.19 21.70. Dist from Windward Edge: 26.5 ft to 50 ft - Min Cp -0.90 -48.36 -29.87 Dist from Windward Edge: 53 ft to 106 ft - Min Cp -0.50 -30.97 -12.48 Dist from Windward Edge: > 106 ft -0.30 2228 3.79 Horizontal distance from windward edge Developed by Meca Enterprises, Inc. Copyright 20IX 10/25/2011 Arbab Engineering, Inc. Page No. 3 of 4 Structural Aid & Design Engineering Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11- External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft Note: The image shows a Gabled roof, but Fig 6-11 also applies to some monoslope cases 5 => ! 5.00 ft Double Click on any data entry line to receive a help Screen a= Component I math (ft) 10/25/2011 sPan Area (ft"2) Zone GCp Wind Press (IbiltA2) (2) -SH700 window3.08 4.79 14.75 Max 0.87 Min Max Min -0.96 54.09 -58.71 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. B a Developed by Mew Enterprises, Inc. Copyright 2006 Arbab Engineering, Inc. Page No. 4 of 4 QUIRINO CONSTRUCTION COMPANY /CIOME5 CowbetAimbi 17so 4E. 05 ST AiAnd *me Fc,33,3 ' 1987 N.E. 119th ROAD MIAMI, FLORIDA 33181 892 -1987 • 891 -7722 ;e cite Ft. d 1N in g1/24-14,_ (z) 5.4 . w, Q 1411 37"t4 , 5a .‘2 5" 2 °Ftat 2 si6.vps riuir ZIAups"' tla 7S' eurk t ;vaT,041-1 aSzA BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOAR AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA PGT industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County BNC- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (A14J). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miarni Dade County) and /or the AHD (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, BNC 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: l orie� APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, prepared by manufacturer, signed and sealed by Robert L. Clark, p. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glass Type "M" at installations above 30 Ft. above ground. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of arty product, for sales, advertising or any otter 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 distributes and shall be available for inspection at the job site at the request of the Building tiaL This NOA revises NOA No 11- 0128.03 and consists of this page 1, evidence pages E—I, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Orison, P. E. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, PIoride 33175 -2474 T (786) 31 5-2590 F (786) 3154599 EongggggdasfrbjgEsttvjpsiim 1 fr4'1'r10T1 D i - -- 14 NOA No. 114405.10 Expiration Date: March 26, 2016 Approval Dater April 21, 2011 Page 1 • MEC,I4N:CAL FLAN EC FI LDULES DET,ILS • ACOSTA RESIDENCE 1 R N.E. 99TH S I -BEET iil [ i! L- IGPES, FLORID- 1- I 1 1 II I 1 PGT Indus ries Cr 0 ! ` C 1 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, prepared by manufacturer, signed and sealed by Robert L Clark, P. E. 13. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. IFTL -957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. R. (Submitted under previous NOA No.07 -0322.06) 4 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -495$ and ICI -5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted udder previous NOA No.07- 0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, inc., Test Report No. FTL-.4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. B. (Submitted under previous NOA No.07 -0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s I'TL=4649 and IFTL 4723, dated 10/05 and 08/11 /05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) Z�1 Jaime D. Cascou, WC Product Control Section Supervisor NOA No. 11-0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 PGT1ndu_strie C OO CCEPTANCZ._ D_ENC. .SV8MIT `ED 11. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fln frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.0S 1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per IBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL -4646, dated 08/10/05, both signed and sealed by F.dmundo Largaespada, P. E. (Submitted under previous NOA No.OS 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structwrel analysis, complying with FBC-2007, dated 12/18/2006, prepared, signed, sealed and dated 01/11/2011 by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC), L. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaclte® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Slifka MC Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. E -2 Jaime D. Gaston, Product Control Section Supervisor NOA No. 11-0405.10 Expiration Date: March 20, 2010 Approval late: April 21,2011 FGT_ind_witries CF OF AC _ T C. EVWE "CF. SUBMITTED F. STATEMENTS 1. Statement letter of compliance with the PBC -2007, dated April 03, 2011, signed and sealed by Robert L. Clark, F. B. 2. Statement letter of no financial interest and conformance, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 3. Laboratory compliance letter for 'Pest Reports No.'s FTL-4957, FTL -495$, FTL-5063, FM- 46455, FTL -4649, FT L -4723, FM-4947, F rL -4650, FT L-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Bdmundp Largaespada, P. B. (Submitted under previous N0.4 No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 110128.03, issued to POT industries for their Series "S1 700" Aluminum Single Hung Window - L.M.L ", approved on 03/10/11 and expiring on 03/23/16. E -3 Jaime D. Casco P. E. Product Control section Supervisor NOA No. 11-0405.10 Expiration Dates March 26, 2016 Approval Dates April 21, 2011 , GENERAL NOTES IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS t. GLAZING OPTIONS; (SEE DETAS.S 4241 SHEET aD it. our LAM CONSISTING OM LIMB OFUrANNEALED GLASS 1KMAGIS DUPONT BUTANE OA SARIDUKEERIAFE MAXIM= FAINMALE% 8.&trLAM CORSISTING OF@ 1) LII EEOF tier ANNEaumGASS AND (11)UMOF418'HEAT STRENGTHENED MASS WMABE Lwow BUTACEIEf OR SAFIGIRCEEPSAFE MAMMA PUBIATDERLABER. c.BStET °Wm CONSISTING OF (2) UkES OF tIs EAT STRENEMENED GLASS Ram AN0e01JPO&rau1rACIimoa EMBER PUS CREAMER. EL Z?WLAMM CONSISTING O(2)UTESOFEirANNEALEDGL MIANAED DUPONT aurAomO6t SAFILERMEEPSAFE MAXIMUM PVIIIN4EREA Inr8A6G CONSISTINI ono UTEOpM ANNEA4ES GLASS AND MUTE OF war HEArsTREETHERD GLASS tdRMANE DEUIPONBE TACITEOR SAPILEMESPSAFE LEIATFiMUN1 Fakir LAMB CONSISPNGOF ('ELM:SOF.?dCiS11EAT MASS WITH AN GE DUPONT BM WS SAREEREEPSAFE MAIREUR RE INTERWAR. G tktetr LAM SES(I)LTTEaFt18P TEMPERED GLASSeAN AIRSPACE AND ESP DALGB =MEM OFp ';1.QPE.SOFUr ANNEALED CURS WMA GM DUPONT EMOTE OR SAFILERMEEPSWE MAXIM PUG INBEREAVE R. A H.t9E4s°LABBB (1)D.NIEOFti =EMMAUS& ANARSPAM ANDES' LAW C OF(1)UTEOF VP ANIly GLASS AND CI) LEE OF tar HEAT STRE3E3THEED GLASS WIN A ED DUPONE REARM OR SAREEKEEPSAFE MAMBA PIS L Mar LA6AOIG:('D) UMW iir TEMPERED GLASS. ANMEV=AND ankr LAME CONS 2)LDDESOF t&HEAT STRENEWHENEI GLASS WITH AN 41 ODUPONTBLUTi0.ORSOR SAREXIKEEPSAFE MAXIMS PUB IISTERLA IEt. ISIEF LAM DEW UTEOFtIS" TEEMED GLASS. ANAR SAME AND a6[tD'LAA® OF(2)WESOF 31tt1; ANNEALED MASS IIlt MA - ;�wow OM= OR SAREXMEEPSAFE MAWS PUB INTERLAYER. LC: our LAMM ( t) LITEOFtirTLSGILASgANAIRSPACENE171B °LA1A➢ CONSISTING OF(1)LOIIE WSW ANNEA1ED GLASS AND (1)LEE OF Mr FELT STRIENGTHERED GUISSIVNTDAN.EtDD DUPING BU TACITEOLi SARECREEEISAFEMAGRAI PUB. L13t M&R MUM OFtfirTEUIP GUASS,ANAIRSPAOEAND791187LAM CONSISTING OF(2)MEIOF3E'r HEAT STRENGTHENED GLASS WITH AN Mk DUPOtfir B AWSOR SAREGMEEPSASE STAM M P143 IPITERLAYER. ®Lmt3EtrLAt8M(1) LEE OFtry ANNEALGLASELANAR EWE AND our MGO CONSISTING op mums OFtBm ANNEALED MASSEUR ANGE DUPONT EBPACITEo SAREICIKEEPSAFE MAXIMA PV8INDEtILMEtt 3. omerteuRtatook °OlN6EDUO MEAD RADIUS ToP .ALM WINOS HIGH SII.LOPTIC* AS DESIGN PRESSURE& (SEE TABLES. SHEETS 3) A. NEGATIVE DESIGN LOADS SAME ON TESTED PRESSURE AND GLASS TABLTSASTTA E t3U1862'. BLPOSWIVE DESIGN LOADS BASED ONMIER TEST PRESSURE AND GASS TARES ASTLAE430342. 4. ANCHORAGE THE 3313 %STRESS INS ALAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8THROUIGH 11 FQRANCHORAGE DETAILS. & SHUTTERS ARE NOT REWIRED. 8. SAND PANEL CORNERS SEALED M TH NARROMOINT SEALANT ORGASKETT. g. REFERENCES TEST REPORTS FTC -4845 FTL -48CA FTL -4647 FTL FTL -484% FTL -483% F OL 8 1 FTL�23, FSL , FTC BAND FTL- ANSIEAFSPA NT»T FOR ADMIXES ALUEBSE iDTSGNMEIAL S SE38331133138. DESIGNATION SHIM ALSO TO AS SHIM. 8 TIM PRODUCT HAS BEEN DESKINED8 TffSTEDTO 03MPLY Willi THE RECREREMENTS OF THE FLORIDA BUILDING COUDL mama' marten maim= THE HIGEB VELOQ3TY 18I3RICAt4E ZOUlE (HUI% EIC ammo FA EIG nra GAUNT NOA, DRAWING MAP steer GENERAL N ..— t GLAZ1NGQ>1re - - - - -- 2 DESIGN 3 ELEVATENR 4 VERT SECTIONS – EERIE SECTIONS-- 8 PARTS LIST 6 E7GRIASIONS r CORNER DETAI _ - -- 7 ANCH AGE - 8-11 ttIONIS OAP f 13103 oat tVolibass CHANGED VP GLASS TYPE TOI M MHS E JaAElDlCTtlB&AC TOME MA= MIME i AL WSW 61001611811%.812726 Pitt ism Man78 GENERAL NOTES BIGITIUAL SYNCLEHUNG WINDOW, IMPACT 8okr8' OM f A/CSptl f w 19 rimm 4a40,20 17C NOTE LAMi te; OUTBOARD LIMES MAY BE UPGRADED TOatter WM NO MANSE IN DESIGN RRESBURE. VW ANNE/4MM HEM STREMCCENENED GLASS IfirAmEALED OR HEAT STRENGTHENED CRASS stvrnteat 5116° LAMINATED GLASS 89o80 or 91 13116? LARD IQ GLASS W0 7116' LAMI CHANGEDIMPOLASSTYPEIDTEMPEREEDFROMHB ACID Rata 7OWS131M®L GOA85$!., ;ifiQEEiftNQiiff GDETAILS ALU1L SHVGLE HUNG WIIVDCW IMPACT 111 FLANGE OR INTEGRAL FIN WINDOWS Wi1WWI SILL OPTION A BASED ON FLANS WINDOW TIRTO TIP FRAME DIMENSIONS WIDOW 148041 WIDTH GLASS TYPE 8 8lR' 8r 10° 8Jt TABLE 1. T4° 48,0 -81.0 48E0 41.0 +130011 410 +800 -80.0 80 er A.0.18 (60 -800 14.001 14.001 A +13486.0 4800 .68.0 4400 -Sa0 +800 40.0 +136.0 4E0 4810 -80.0 41300 400 astir HP TOO tt8P A.13.66 4800 48x0 400 +10161148.6 418.2 ORE.F.a1444KL 4800 800 +1301 -81.0 N +800 -eo0 4800 -80. 418;0 44E0 -an0 +D.o +1 3 -130.0 40.3 418.4 -7E4 +8460 410 4800 -800 +150 740 4200 +100 400 +740 -740 STANDARD VIEW & RADIUS, TOP FLANGE OR IIIEGRm. Fit WINDOWS WI/HIGH SILL OPTION A BASED ON FLANGED WIC TIP-TO-7W FRAME DIMENSIONS WINDOW HEIGHT 487 88wr or GLASS TYPE 80 sir TABLE 2. z4` TV AA 4400 X6.0 l 4800ll -1330 4800 4660 48.0 4800 40.0 4800 -0460 - 84.0 et IC A.S.PAA +800 40014800 E0 4800 +800 400 •800 4T00 +7810 41.0 4810 +8480 -800 4100 1 -Z8.0 4100 40.0 +T00 40.0 810 420 +4E011 -18,0 48 UP 7083 CAE.F G.E4446t.L +800 -800 486.0 -000 j 4800 -400 +1300 p -E0 +100 40.0 470011 40.0 +T00 -100 4700 -76.0 4806 400 +100 +76 -700 48:0 SST 1 4113.7 48816 -055 +1001 40.0 4700 46.0 CUSTOM VEW& RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WPIIIOH SLLOPTLON® TABLE BASED ON FLANGED WINDOWTW-TO -TIP FRAME DAIS WDWOW HEM wan SASH HEIGHT WAIL SIM00151132 W1 sots= Tr FutelED ANDI (611EGRAL FOP WIIJIHH GLASS TYPE raw weer new 333FC' a 41 weer 13D 3113P water 55 t15° D.E,F..4K,L +W011 -8001 +800 p 400 1..0 p - 8001480.0 II �01.70.01 -Tap 1 +700 p -1001 +100 p X4.01 +1001 -700 GLASS TYPES: A. 6n81° LAM- A.. t/BPA) S. 8618° MI6- (1111•14A6118148) 6 WV LAMA- QMffi'168..0s& IVHss EL TtW LAM - (3148tA..080. 36tPA) E. TM LAMA- (3648PA..000.MOWS) F. 7Jfl lAMI- 43AIB°EIS_ n80 3M6'3 TEST RCS FIL-484. 4106% 4723. FIL-404 4848 F1k 448 FIL-4845. 4855 FTL4666 FTL-46L6 TABLE MEETIM1 RA0 I MEETING RAIL MM US SASH e. ism IAMI ki - irr - 1i0 T AIR SPACE.. snr IA30- 41/VAAM118149 iFnAcee 4722 It 13618• LAMB 63 -118' T. AR SPACE, WC IAPAI- (4t8'A..0W1118'I1S) F16.-4646 t 13616 LAME E- 1WT. AIR SPACE. EMPLALCI -i ..W0t FIL -46413 A 1311, IMO CG -lcT AIR SPACE. T61PLALCI- CAWA.0100 `AI FTL 4850 L WW mete- VPT AFC SPACE. Mr MO- (S61iC'A„090 MKS) FTL- 4481466014860 L 43iIP LAM3Ni- t/8° F AIR SPADE. Titer LAM -(3F6 .080 3118P16S) FR4M0.4860 M. 1311C LAMB 13 -ere, AR SPACE. NW IMO - (t18'A„01101 tt8'A)A 81.406% NOTES: t vemowS IM6CHTIE LOW SILL tom ARE LIMITED TOA PC>65TWE DESIGN PRESSURE 0F+840 PSF OR UMBER AS SHOWN MAE TAMES. NAVE MEMO PRESSURES AREIMEFFE<aCED. 2. FOR INTEGRAL FIN WI OM DEVON PRESSURES USE THE ABOVE MGM r FROM THE FLANGED TIP-TO-TIP FRAME 3 AVAEABLE SASHHEIGHTSFOR CUSTOM WINDOWS ARE 12 or MIND.*RITOSPMAXIMUM 060• 071 Q ONANGEDOW0648STYPEPPTEBFEREDFROMHS sewer {{.��,_,,,,,,�� [��� �"!r0.' c +3, n J-f 6 , ' -� r d "' ',; 1.0..7. d {■.- drnirid.�1`_!d�i r5. Iu• 71 1,3E' " T 1dK�:�d� �:4�-XA i -v;! �_ mamma EL riA teraldIgilaan AM& SINGLE HUM W NDOLi' IMPACT _boom - Lao NTSh3e .*t I 1D 91 1' i"l irvzr DETAIL E RADIUS TOP (CUSTOM SASH) H) NOCIANGESMISINT Thigiefflif 6d ?asior TECEINESOMODFSE Cala 11.Q vnFBSl�i6 Pa JED R.I Z4 MAX. MED UTE DAYILIGHT OPENING MAIL UM SECTION A—A INTEIgRAL il.F.)WRAIittE SECTIONS A 132 2 3 5 6 DIM OESCRIPTION I 4002A FLANGE FREE HEAD 1155 #S X1.000 CLAD PK-S6AS 40030 FLANGE FREE ELL 0.17 ESRL) 1 1626 JEIHES0 WPE 4 CELL FOA68PA8D 1 4004 NESE FRAME ETAS 4025 WWI STOP 4026 BASS STOP 1.125 LONG 4429 SPACE EINRICESE„Er,, at 1'U1r 1088 BEPPMECOVER, 3E6"OR3Br #8*350 FILPN. WE IIPL ICE WITMESEIRICKET MEE SERITOP GUIDE X1 MLLES FLAiT&SIVi . 10821 t COVER, liver 4883 WEES STOP COVER 4029 -1 WEE 8832X1F LG.P11. RL1WEF &SEL 1 40540 }F EDSWIMWE SPECISP RAIL 1 1225 170X.2a6 SIAM ENSEE 1096 VEEP LATCH 1816 iaX625P18FL.86ES 4007 WWI BGITONIRAIL (LOW SILL) 9 19 111 12 13 15 16 17 18 19 21 23 25 26 27 PON 812225 781POA 6t2228 7PA®1628 812'227 812.244 812244 BBALC E916 7834M 7BALZ 42504 MEM 84053 7ULBRIC7 7832X12FPFX 640540 64008 A 673160 71096 7858 612230 36 1226 WSW., 13111210111 31 40W SASH SIDE RC & 34 1288 SASH FACE GUIDE 56P249 612231 42604 35 1622 L521ISEMNOBLOCK3E X26 4X1° 7162214 1052 ;LEE t3 SEMIS BLOCK rX3WXIAr 71052K 3a 1224 VINYL GLAZ. BEAD ERB MICK) 38 1226 GUM BEAD BULB OWN) 41 40398 GLAZING 1340if8.6[1641A68GLASS. 42 40443 GLAZING BEAb 5048LEA V ILL KIT 67P2247VIX SIP24811 640398 644703 44 4222A GUMS BEPD.7046'LEG 45 9830 'GLAZING BEAD,a046'LA46N MU KIT 48 4087 ELATING BIM 1303. LRAM 47 i 4071A FREE. IP. HEM 48 4072A FRAME LE L0008ELL 49 4073A REM /F.KOH SILL 68 40743 FRAME LF. 52 4009 SILL LAIOH( (LO WELL) 54322 6985 64067 64071 84072 64073 53 1088 SPREG, SRL LATCH (E ) 64 2740 ELL LA rc61 (6GH SILL) 54074 784000 MENG 62740 65 1014 SC 4 FREE MOIL &Wit) 61014 86 1630 SCREEN CORNER KEVIE6RINGS 71630 Sr 1631 SCREEN CORNER K repou6RINGS 88 1073 SCREEN SPRING 631 WASP 1624 SCREEN SPL4NE- .135C4AFOAN 61624K tommetimeirave NORMS FLOWN NEE [63:92 DEW 1635 505 1161 RESCRIPTION SCREEN SPLJNE- .135DIAHARD SCENC ARR GLACECK4NNEI 6�X. I $S X1.000PH.BUGLEaE1 4051A 40'J4A G1APE,10[6 X1I2 -7048 LAE SIGH 84761O51 RAA (6UGIO �L) FLANGE R:MEE SILL (HIGH Sai) 'SIMONE 303809,1185 ORE11UEL PGw 6163814 61516 153 704 621110518 64051 64050 A Mr USE (1 `A,° PEWEE GLASSh IStLEM C W WENS) 0‘ WEL EfarLPEL(1/EICL.090 RENEW D. CIPSSMELATIE(11374,160 AWE* EGLA88,Z0461616,fjF6R4196MU MUM) MASS, 1306* UM IE INT PSI SPICE. EIELNE (WA= KE.1E' ELF 1311V LES tE Wl T.ARWPCS.,EM411 ,(118'lq.0fl8F MIME) L QUELL 1306* LAS BRtinAIR ENCE. SBttC LEE ( P1L131113 ISMS 1866mLA6EU[GIlinAB SPACE 73 NE)e(3116'N.0881 ,2EM) XMAS. 130ELAMI 4 1 /617, AIR SPICEdiRr LAM (3@4M086P183 /13103) L. GLOSS 13E16`LES VET,AIR SPAM 770VL/1 (31if6'HSE80P1ESf,3E26NE RIGLA9S.13PUNIP SIGiINARREFA4E,666 466,(115%,06181 �B1 1� 50 FRAME, E.F. JAMB HIGH SILL ® #40743, 48 ®� 1/4073A 606348 (US®AS REM TOP HEAD) WIZ NA+dB$nBaem ALUM. SINGLE HUNG WINDOW IMPACT T �A/13I 6 ac 41 tamel 46020 0 APE FLANGE FRAME HEAD #4082A. COMM 1 2.710 0 RANGE FRAME JAMB (USED AS 8tADIUS TOP HEAD) 7 1.342 C FLANGE FRAME SILL ( 040030, 608346 —3-262 RAM SASH STOP 6063-7S 1.707 FIXED MEETING RAIL. 2-3 SASH TOP RAIL 600010246A c. a a3 2346 3.440 (I I* -2764 FLANGE FRAME SILL MK) 04050A. 605340 Dawn RIC SWIM E-- 1.513 --1. (13N SASH STOP COVER 04003, 808&70 2326- --� 1 or 47 LF. FRAME SEALANT ALONG ENTIRE JOINT rtE® SEALAN IORGAS SF0 AT HEAD AND Sr ALONG ROSS (2) VIEW D-D VIEW E E (111 & VIEW HEAD & sill. RADIUS TOP SILL) (RMUS TOP HEAD MY) FRAME CORNER OONSTRUCTION ins 31 SASH SIDE RAIL #4r108.6083 -75 SASH BOT YOM RAIL(LOW) `�� 04007. 680-75 2.038 SASH BOTTOM RAIL (im) 04051A. Mall .078 1106- ÷-01-f Q� GLAZING BEAD 7lir �t ll tea. e003,75 apt 1.1164+ -iT ” GLAZING BEAD. 7616" NNW .:r TS (USED ET) t sue- 41 GLAZING 5116" 75 0 ,.096_ -I . GLAZING 5i1(i" �� 0401449 0003-75 (USED Hm eiton 4500 1�-- 1 1.007 4 GLAZING BEAiD.13f E6" IG �:� ONT. 026476 %laths Merida Tr� goliast amen nizemsEr „ EXTLiK/SIONS COMER BE AIL. 68." Bar 48 ^•,., 4AF me�Ia R HUNG IMPACT e �4 V %gin „r � Mae Better anal taedo Jw taw. 17 mf 4 Rade lL Cleft PE PE=NS eto ANCHOR DUMMER SUBSTRATE: ANCHOR TYPE: FOR 111 FLANGED INDIDOWS TAME MEM HEIGHT 28,603 34,803 40.603 46.6O3 St1103 511003 64.€03 MOD . _ a 0 0 0 0 • 0 01:20.v -R t9:128 cAus4 HolAttp_ 1 t 4 HIMMEMINIERN , HSI NM SINIREIN IRE! 424 ABM 1 , - 111111M91159111ENIENIR IIIIIMINNINNIIMMINO MENIN KM le.D.E.KG KAU EMINNINNINNEIRMININIMEIRIll NRIVANNIEMENNINSINIMIEN RIM MIN ALEad 32.210 COLIF„ WAKE. 12E11 WS 21 INN MOO OP.E.FA ItUB.IL I INN 111111NEMBINSINIMINENIRENNIN NEM ABX aage ililliffilillfilliENSIMEME2131111fRIE111111A co , 2 DERIMMEMEIIRMItt2EMEiliiiIIIIIMMIIIIINIV AELPA IIII 79 II= 4"00 Chi= OM RSV INVIVIRM IE! NH HM,S9S1 MN M IN EN 231ME1 M FIE9S1 a NRIEVIIIHNIMP an El 49" MOM CIII=-ViniEMISIA ABM 79 131119E1 ill la SNI IV RR IIN MIN RINEEM IA 2% IliM Mg 59MREINEMM NSW -Eililf hi! NI El I? 5&125 ICI= mu ELNIME1 7279 NHS! INIII h 19!i 9 smi! EM gm EMIM NMI A" giligf 02E ELAN RN Ei Mi23 EN RIM SMENNINN EN ANCHORAGE NOTE& 1. ANCHOR TYPE& 1 - 1M.cOTAPGtS 2- 1t4° ELCOSS4 CRETE-REX 3 -N12 &ORME liontos LOCATIONS ARE BASED ON 1NE FOLLOINONG INMENESONS. HEAD- 18 VP NAL FRONI TOP MINERS JAMES- IT UP 1NOL FROM TOP ODRNERS 1MAL FROM =TON CORNERS MAX.EB.OW NT& RAIL A SRL- MOMS NOT REQUIRED S. INSTALL PER THE AIINCENT TAME ANCHOR ONANTRISS USEPRITHE ONIENSIONAL CRINESSAOF NOTE 2. 4. WILE WIDTH AND MONT CONSENON ARE FOR FLAMM VONIXENS. INTEGRAL FIN DIMENSIONS ARE BEM ; • t. •PRESSURE LIMITANON& sin OF MB PAMENIT TAME (NM A BOLD ITALKSZED VALUE ABOVE THEA LNOICATE A NAXIBRILE DESIGN PRESSME NM THE ausenav OF ANCHORS SHOWN IN EOM MEWS& TkiE MAXIMUM DORM PRESSURE FOR THE RESPECTRIE SIZE AND GLASS TYPE IS AVAILABLE TABLE KEY: WNW • ALIO HEAD OMB ABO M1 RAL JAMB BELOW WO. RAIL (FILL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAI_ 1E11 El NaDuarnetoun osamatearetabeentrida itampocctio ' l0 0110110 swarm NOCKANCIES TRBEINEET TECHICLOGMEME W=M W=MMWM THISSEEt FA ?MOS PA WINO 0112021118, MOWS VitatfrIkefter ANCHORAGE SPACINC4 111 WINDOWS tit ALUM SINGLE HUNG WINDOW IMPACT Ilvadllakk Itaft NTS1 8 .0 fl 4a411-20 FC .1, ,.. 1T17 'a•7,1 >i 1.1 7.1411 37.155 meow mama 74.055 7� pNCHrowAGE NON t A[1HDR TYPES: 1 - ELCO TAPCONS 1&125 74.E MAO 44.000 •000 53.125 1 CyICIC��It11CiC1�CIK! `IRN 'i ,' r NI I IM 1 j! WE Yli�i C�ifiJ r. r j N r M , EIwilI N M W C C M C CM C . ;44.1= III I., :II &BM 11161 XL 10'.11 IL'1 I I Ir 1M IrWIRM rirL`li W W ',I ,l rl .- i WW] immul t I NUMMMBRIlMEp'�p ©i 7p��©pi�T!�]�i l�IF3 1p]IC]I ©i M it 1 IRM . ll( d ldMdil0fldld7I�IdEi�IdIdN�]!�I !akIFt]I�lld 01� I_. 6B m'LI' HAM A. RAM CAE.F.O 11,441411. 79 1r "l'. UtliTil�PF:'i V.P ,',I LI frzi, 1:31 ^I'I 4tlr� -�N ni ti� I,p1ui II;P P if 111 1 '�ilrc% 1n y'It: ,`.' q :m m m N M CII 1JI�1 -' G.! IT �71�i i R N 411:. C:1 .�- ANNINNWI �t�]It:1�l RIV X711�E�IIE�]G11 �I�LIII�.lLJ1`f LSE �I�] 1 1 �il� Imiu um= mmumIme m�m �:11�'E�L�JI G II�.JmmGII�J�m�JIt'7GJI�1L1mEJi mmm©L71�J mmmmmmmmmmmmnummmummimmmwm AM EMU a 2 IMMEMICIEJIM IBIEWEIn 79 W.4K . ©' ©D ®] ��C] ©D�]� DID ©'d C71� C]' ! N E! L id L71� IIC] ©D 7 I El MIDEIDENgunlaniuuutiumuumipsicaleuiAtuvuucCovutimirmuu MMEMICIUMCIM p�F]0©0 C.O,E,P. AAA A DI D num©©flo �]i�D©3 1©1�,d©©!ClM0 ©©l©L7!C R DflC]! N01 HCIIDD DI,t71 �7�1 milm1'� m i mI ma ' IC © ©C© IVE9CCmdCm 1 716 ®b I 7 1 7 1 or 67 MAU AAA ,ram ABO MS BMW MRAIL HEAD� .ABE1MOVE ems. JAMB BELOW ROM Mit CMCNEM EDD 3 © pp©©©©©©©M M EBI . fM ANCHORAGESP VIEW JU.- 1EB�'8 11 28211 -WE', It8Ylf3 `,r 39299 1 2 Kt- 1 I fl A HH 44.882 .A ffi@ffiD 79 79 HH RHHHHlHH f. HHHHHH. HD HH H H HH'HHHEIHHHHHOH H H DIHHHHIH 19 11U 78 19 79 79 OI 2 HHHHHH LaMIZI ©U 1 l "0H0! i[:101[IH ©= ©© ©©©©©© Kir mullumg 0 o�EIDEIEIO�oo�un 1 78 79 1 1'B 1'B 2 Pt 73 78 [I HHIHIHiH 4 IHH 79 a 2 E1 19 90 '0 I= 0� E 69 MEJFA, 11.1. 1 2 H IHI HHI H M 11 IHHRHHHHH ANCHORAGE NOTEeS 1. ANCHOWW$ES 1- 1/413COTAPPON6 2 -1C4 ELM SIM CREVEREC 3 -9[2 SCRIMS IL ARMOR LQCATLQN8.AE BABIED QN ME FOLLOMPS ® IMO -18 EP MAX PROM CORNERS JAMBS -1T1r MAL IRMAMP CORNERS 11 ttr atm ANNE 118:MEE1N LA. EMAIL INEIMEIREL RM. 11P FROM BOITTIM CORNERS Aea MANTRIES FORM:ROM 41X1818811811MAIS FROM IMES TAM &WSILV ME mem Qr1[Q10EL USE WMZ: FOR ABOVE 11HE MRAIL Ae88 TABLEa MOM toAMA= SIM{ MIMS FOR CUSEI m 2�t MOMS APE 98E°lA .TOW INIX �TIME MIZEI 80824811MENRON ARE FOR MOM FINAMENSIONS ARE 1`d ^M E MEM PRESSURE IMITATIMIS A MEND= MIRE TAKE UAEOM ISCLIMEOMMENSIMEIRE18 INISCRIEM MOM PRESSURE MIN '1BtEQlY WARMERS maw mom OTHEIMILSE.118MAXIMM OESIM PRIMME 11IE ARMOR QUANTITIES AT JAMBS BE—OW MEMOS RAIL, CUSTOM RANGE) SOWS NAM ON SASH HT. TABLE 19.128 24.4 32059 37 40.E 44.090 48.898 1 1 1 1E778 siort wag mmm' €!.t era 1 2 Eli 1 1 2 IlErEl01 2 EN 0 1 1 2 II MIE1 E7 2 EIDIEIIEIMIKB131 El Ell El El n Ell E 1E11E1 E1111111 EIIIV NM Et 27iiiilt INEEE N 2 OS 2 2 IO 2 M0©I MEMEIMME11 EIa!EI tm ut mir0 2 2 2 E IEII UMMEIMIEIEIMMEIMEIaEIEIMEI UMU 0UMfi0EItLILtEI,EI!L:MEi'Elt i EI'tlLI<IItlt M0 IEMESMER EIMMES 1 EI L M0'0� WJ 0L EI E D10E1 3 ©001Li0DtLEIO', 99 79 2 4 3 4 4 4 4 3 4 ILI3 4'5 MI 4 3 3 IUMM 5 3 M a El EIS 5 IDIEI, RESPECTIVE SKEAN® OLASS1WE IS AYMAIRE- A TABLE 7. KEY MAX PW IA ® TAB 8. KEY: DIAX.PMF MP LIMPED , 11f2 JAMB BELOW I 2 EIBLOW Ma RAL miniefREMSIMAramotwa mitibisonneRamoiehtleMdko disiOn MCHOORASEGMMCUMWWW 'kw. SMILE HUNG WINDOW, movor wirm Mal ID tt 43023 PIENSMS2 Stuatmd 333 KM MX CONCRETE] MEE 41 p.. otpLrEM. INTERIOR NEM AND S&L CONCRETE NOTE 1 &3)x 1 litmEM �. .My M�AEa SPA DETAIL A MCKIM (SEE NOTE 2it3)4k ivy am TRIPCONA 4.349 AflI. L4 CRETIEFLEX 1 1 Sr met A mo DETA B TYPICAL RANG ED HEAD ANCHORAGE ati SKR fir pin 1ate. � fi U 3QM — 3MST MIN.00NMETE e:r ~OR1.5RESM1Ai CAW A EE NOME 44, bi BUCK OPTIMAL MTH SOLID COMM WOOD BUCK SUBSTRATE (SEE ROTS ( DETAIL C DETAIL D ITPPCAL FLANGED JAMS ANCHORAGE ®. AEA yip 1,114asilia■ 61,11 ®1 APFUCATRONII INBRlAt OECOMM USE MY ANANIVATEURSSIT APPROVES Ud4°TS.Q0WOWS OR 1/4" Annital OSrANCEFROM ARMOR TO CONOREIE MOECS1'.if4. 2e FOR ► O1 COUNTY. WE STS. POOR SP SST CRETIEFLEIL 3. FLAT IHENCANCRORE BRAT RAE N18MORTTEASE 4. WOW SBDQ FUTUE STECTICESS ONTH6SMEASt EMS WHOSE TOTAL TISCRESS 181 1MR1IR°. SaY0OD MKS ARE OFFRINAL OFCRT MITE g+4' MED OSSECILT TOSOU.IDCONCRETE COCO TROTS @EFICTA:OASYeeARE11ffi' MUM GREATER. INSTAUAATIONTOTHE SUSSIRKIE OF WOOD SUM TO SE ST OTHERS ORA$ ET AUTITORTif A & FOR APVCINIENT TO AMMAR THEMATERPAA.SHAULBEA IMPISCUISTRBLeill OF •TS AIM A NUMBS OF 1d3°THA3E TIE AU -ME OF A SCE TO IPROVEE REL SUPFORITOME t FRAME SRAM TOMCAT OMNI tN THESE OEMS FORS/MOOD SUCKS. TAE WAWA SMITE SHEET METAL SCRESTSRT FUEL mama mama& [FR [FREW CRITERIA ARE NET.114ERESPECTRE DESIONI FRESICRES AND ANCNORTRESRACING FORTS MAOSEMEE A RANGED FRAME COMNENT NAT SE SUESTRUTIOS FORAM FIN fFRPME COMPONENT FORMAtBOAR AFFUCCIONE FOR FAN ORMIEDRFPLCATTONS IS EXCEMERE TO REMOVE THE FIN AND ATTACH TO THE MIL THE FROM USING THE FLAMED FRANSANCNORME RERUIRBET1T. EMMONS NOT RESURBID ATM RAMER ICUS. surNO'r MOM TO STEEL SCREWS VAT COTE SRO CONE= VRTONOMER ISTMBRIAR MATEIVALS SKIRL MEET IRE RECUSIETRIETS OFFOC CEMENT. WOOD ANCOR. pit MOW NEERNGA RAIL (SEE ROTE 2ti3) MilEM .'E31mOJ0 MK f¢2? NM. AT COMERS ANDS' MC. fillftl(61�9bItIIIIIV 1'11 I 1CfT° VAN DETAIL Fn (HEAD) *arm, max R2 tir NAM. AT CORNERS AND VEC. DETAIL EI (JAMB) TYPICAL RN ANCHORAGE DETAIL D< (SILL) withltabikh ANCHORAGE DETAILS ALLML SINGLE WINDOW IMPACT two N1S 1 e11 4 1 Raba:Mask PE. Maud LAtC'v1 D, J �- �� MIAMI -DADE COUNTY ODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTME 4 "(BNB)- T 011 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION UULL� Miami, Florida 33175 -2474 COUNTY NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). uCEM T (786 315 -2590 F (786) 315 -2599 - - -wwwe inaiddnde.egv /hapdinglhoma/aap This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami. Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC 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: PGT Series Aluminum Clipped Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6262JR, titled "Impact-Resistant AIuminum Mullion ", sheets 1 through 18 of 18, prepared by manufacturer, dated 12/13 /10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) Ratings per tables sheets 5 thru 18 (mullion type, span, opening and clips) 2. See applicable anchors, installation, limitations and mullion attachment to the substrates per sheet 1 thru 4. 3. DP ratings are based on mullion loading types selected and approved Fenestration Products contribution. 4. Lower DP of mullions or Fenestration products shall control for the entire system. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 10-0819.05 Expiration Date: May 26 , 2016 Approval Date: May 26, 2011 Page 1 PQT Industries NcrirICE OF ACCEPTANCE: SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6262JR, titled "Impact- Resistant Aluminum Mullion ", sheets 1 through 18 of 18, prepared by manufacturer, dated 12/13 /10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Clipped Aluminum Mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL.6443 (samples A -1 thru E- 1), dated 02- 28 -11, signed and sealed by Marlin D. Brinson, P, E. (The above test report has an addendum letter dated 05- 05 -11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 20)7, prepared by POT, dated 08/13/10, 01/04/11 and last revised on 05- 06 -11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies w/ ASTMS- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1, None F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by POT, dated 03/14/11, signed and sealed by Anthony L. Miller, P.E. 2. Statement letter of lab compliance, as part of above test report. G. OTHER 1. Test proposal # 10- 1070 -R, dated 01/07/11 approved by BNC. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 10-0819.05 Expiration Date: May 26, 2016 Approval Date: May 26, 2011 E -1 f SUITE FOR ALL LOCATIONS REARING NON-IMPACT OR LARGE AND SMALL MILE IMPACT-VtESLSTANT PRODUCTS FIGURE 1: MULTIPLE MMULUON4S 8 LIETALS ATIRO* X29 - ADDITIONAL F741MIPLES OF MULL CONFIGURATION& GENERAL NOTE& 1) DETAILS SHOWN ARE FOR THE MULUON ONLY. ANCHORS SHOWN ARE *1 AU01TION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOW EACH SITUATION I8 UNIQUE AND SHOULD SE EVALUATED BY AN EXPERENCED INSTALLER FORTES BEST INSTALLATION METHOD. OPTIONAL. IX OR 2X WOOD BUCKS P USED, MUST BE ANCHORED PROPEfI.Y TO TRANSFER LOADS AND ARE TO BE DES SEED BY OTHERS. 2) ESTED AS'FREE FLOATING" IT NEED TO BE DIRECTLY ATTACHED COF THE IAULLED UPS. UNITS. HAMS BEEN • 3) 114E ANCHORAGE METHODS 1HOVMN HAVE BEEN DESIGNED TO RIFT THE WINDLOADS CORRESPONDING TO THE REQUEIED DESIGN Rte. MULLIONS ARE C A L C U L A T E D T O DEFLECT NOMIOIE THAN LUM0. THE 1 A S T R E S S INS WAS NOT USED IN DVSANCHOR EVALUATION. THE 1.8LOAD DURATION FACTOR WAS USED FOR THE EWY.UAT1ON OF WOOD S. THE CE NTLBFTOCE NIER HOLE DISTANCE 94 19.91 CUPS HAVE BAN SPACED TO ALLOW FOR THE FULL ANCHOR LOAD. 4) THE MUUJONS HAVE BEEN INSIGNE) & TESTED TO COMPLY WFTH THE CIS OE TIE FLORIDA BUILDING COOE. 2007 EDITION, SECTION 1821 MTIiJONS#4 #PPROVED FOR Aiwa' AND NONEWACT APPUCATIONS AM) ARE I4 03MPLIANCE FOR MEIN TIE MAE MULLIONS ARE ONLY TO BE USED WITH POT -APPS F iRATKDN PRODUCTS LAVING CURRENT APPROVAL. 6) PM:PER SFALA NGOF ENTIRE ASSFY IS THE RESPONSMIUTY OF OTHERS AND IS BEYONDTIE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO OET13RMI E PRESSURES AND ANCHORAGE FOR THE COMMON MULLION. SEETE TAMPLES ON THIS SHEET AND SHEET' It FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT II'SIS AT TIE WHEN USING THE DESIG Pfd AND ANOHOt ETABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MI LIONS OR FENESTRATION PRODUCTS SHALL APPLY. Y)WW IENFI DIMGYOURSI2EM4TEEMAMONTABLES, ALWAYSROUNDIPTOTIENEXT812ESHOWNONTHETABLE ). IH) ANCHOR EMBEDMENT-TO BASE MATERIAL SHALL BE BEYOND POLL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR ONION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATMIAL DISSIMILAR MATERIALS SWV.L BE PROTECTED AS FE-QUIREO TO PREVENT REACTIONS. 9) REFERENCE TEST REPORTS FTL41443; B.00 UL NOAH ANSYAF&PA NDS 2OB5 FOR WOOD CONSTRUCTION; A ALUM DESIGN MMVOUAL INSTRUCION& 1) DETERNEE DESIGN P REQUIREMENT FOR THE STRUCTURE 2) DETEiRMDE THE DESIGNPRESSURE FOR THE MULLION USING THE ENCLOSED TABLES. THIS DPI PRESSURE MUST MEET OR EXCEED THE VALLE FROM STEP 1. IF DIRT MULLION TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WIJ. NEED TO DE EVALUATED. FOR MULTIPLE TAULLIONS, THE LOWEST DESIGN PRESSURE SHALL APPLY TO ALL M ATIONS. 3) DESIGN PRESSURE FROM STEP 2 REQUME,S THAT THE PRODUCT BE INSTALLED ACCORDANCE WITH TIIS SHEETSET. 4) VERIFY THE DESIGN PRA FOR THE FENESTRATION PRODUCTS USED WHIMS mom MULLION SYSTEM. THE LOWER DAN PRESSURE. OF MIL UCMS OR FENESTRATION PRODUCTS, WLL APPLY TO TIE OVERALL A'SY. SINGLE MULLION SINGLE MUWON '1 SEE CORRESPONDING DETALS FROM ROSE 1 MGM MULTIPLE MULLIONS SEE EXAMPLES ON SHEET 1EL GENERALNDTFA INSTRUCTIONS EtEM►1ON S 1 MULL TO2xW00D 2 MILL TO IX& .SOHRY 2 INSTALLATION NORM —.2 MULL TOMtS M W 3 flat TO STEEL °1' 3 MULL TOMA 3 ANCHOR SPECS 3 ALTIRJNATATE CLPB 1 BAY ImLL MNsTM.LA110N.. -.4 1X2X.12SMIL. OS 6 1 X2 X .315 MULL 32E0311 1X278X.376MULL ..-7 1 X 27SX AS MRL BPEUL. 8 1 X3.1SX 100 MULL SPECS.3 LOX &USX.231MULL 126...10 1 X4X ASS MULL SPEOML_11 1 X 4 X .375222.1. SPECS- -.. -12 2 X 4 X25 MULL SPEOS 13 2XSX =MULL S'E 14 1T3X 211 X.126 MULL SPECS -.13 Sr X325 BAY MLLSP eos. 46•X320 SAY MILL _17 EXAMPLES 1 M 2 18 Rdi Ihlal aa. NOM Wood aste 'man Orbs! .11411\. -.I,• DETAIL k MULLION TO 2X WOOD BUCK OR WOOD FRAMING DETAIL B: MULLION ATTACHED TO 1 X WOOD BUCK AND MASONRY TYP. ANCHOR PER SUBSTRATE. SEE TABLE B. SEEET SEE SHEEP! 647R HOLE LOCATIONS CONCRETE OR PM • EON INSTANCE FOR INOOD SCRIMS " • INN EDGE DISTANCE FOR MASONRY ANCHORS INV MAXFOR /LI. MUII.IONS EDGE DISTANCE. SEE TABLE a. etwer a BIDE VIEW TAP. ANCHOR SUBSTRATE. „// SEE 7--PER TANEN SHEET 8 EDGE/END MENNE SEE TABLE EL NEU 8 TYP.ANCHON INNERVATE. SEE TABLE r*BIEI. SHEET 8 L96cc�1aRu MINI, KG CONCRETE OR CNN ' • ` FRONT VW SIDE VIEW It4ITAILATION NOTE& 1) FOR 0,014SONRY APPLICATIONS IN MIAIM-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON ANCHOR OR ELCO 114" CRETE-FLE( MASONRY ANCHORS PER TAME IX SHEET 3. 2) FOR WOOD OR METAL APPUCAT1056 USE ANCHORS PER TABLE B. SHEET 3. 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAU. DRESSING OR STUCCO. 4) QUANTITY OF MOCKS 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 Ammon NAT BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AZ, OTHER THE STANDARD OR INTERIOR CUP MAY BE USED. 5) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. THE ANCHOR HOLES 841)10 STANDARD AND OFFSET MULL CUP MAY BE COUNTERSUOK TABLE A. PARTS • MEW SISTEXINCRETE OR Di/L'i FRONT VEW WI Olmoislem POT Patti - Moline Slamind ClIp Othat alp 150banal 1 X2 X.125 50605 661311360 60511104 03531350 1 X2 X.375 086000 0551144 595111425 866544101 1 X2.75 X.305 NM SWIM 0115112105 6663465 1 X175 X.55 541505 0561165 555112150 TIMM 1 X3.125 X.501:1 1653750 05611165 01611143 MOM 1.25 X 3.100 X 235 05641M 0051117M 556111350 555096 1 X4 X.125 90364 66511150 555112216 1303241111 1 X4 X.375 09610 55112M 56411121M 65624251 2X4X25 011502 655211150 WA 60627150 . 2X8X.25 6654 59623231 WA 0827360 1.25X2M X.65 6065 55532321 NIA NA 30 Dawn 06540 5553296 WA WA 45 Doom goo 6666265 WA =06**0010140S oak 1b$ *CM& Miami Dusk ivied ttril\p‘t4._1_.*A•■• err • tl - DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE 13T1-¢R THE STMOARD OR OFFSET MUU. CUP MAY SE INSTALLED BY TKO METHOD. --1 DETAIL E: MULLION TO MULLION INTERSECTION NOTES: BE 1)1) MAY U C INSTALLED . IN -TEE" OR's" 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE INTERSECTION CUP DRAWINGS, SHEETS 5-14 FOR CORRESPONDING MW.UON AND ANCHOR QUANTITIES_ TYP. ANCHOR SIZSTRATE. SEE TABLE B. TIO SHEET E00E O18TAA CE MASONRY ANCHORS TOP VIEW MULLION 1 VMRES-- ---1 EXTERIOR TYP. ANCHOR PER SUINTRATE. SEE TAME B, THMSNET. EDGE DISTANCE FOR MASONRY ANCHORS TYR. ANCHOR PER SUBS E TAME % THEIS EET TR. ARCHER PER SEE TABLE 4 NO SHEET 4" 11II 27 IOSI CONCRETE OR CMU FRONT VEW TABLE B, ANCHORS FRONT VEW ®BE ,,,I DISTANCE a TABLE B. NMI 27 KSCONOI1EOR MAU DOS GREET SUE VIEW le Substrate AIRdMer IW RTUm 6>t6eWMtetR Min. Moe Distance A ConateM (min. 2.7 kW) 1/4" Etco UltraCon 1-3/5" 2 -1/2' Concrete (min. 3.35 kid) 1/4' Elco Crete-Flex SS4 1.314' 2 -1/2" Ungraded Chill (. ) 1/4" Elm UdtraCon 1 -1/4" 2 -V2' 1/4' Eked Crete-Flex SS4 1 -1/4" 2-1/2" 5 Concrete (mtn. 27 lai) 1/4" EIco LiAe Can 1-3/6' . 1" Concrete intim 3.35 tat) 1/4" Elea Crete-Flex SS4 1-3/4' 1" CRAM Unwonted (AS71N C-90) 1/4° Elco titr eCen 1414" 1" 114" Etco Crete-Flex SS4 1 -1/4" 1-3/4" C P.T. Southern Pine *12 Sheet Meted Screw (G5) 13/6" 3/4' 1/4' Elco Litman 1.3/6" 1" 1/4" Elco Crete -Sec SS4 13/4" 1° Alumknmr, 6063 -T5 412 Sheet Meted Screw 935) 0.125" 1/2" Steel Stud, Gr. 33 812 Sheet Meted Scow 935) . 16ge (0.0481 1/2" A36 Steel *12 Std Meted Screw (05) 189e (0.048"") 1/2" SEE SHEETS 5.17 FOR HOLE LOCATORS MOE DISTANCE SEE TABLES, THIS SHEET DETAIL D: UULUON ATTACHED TO STEEL STUD NOTES: 1) FOR 2X WOOD-BACKED STEEL STUDS. WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDWG MUWON TABLES, SHEETS 5-17. FOR CUANTTTY OF SCREWS. 1 SIDE VIEW STRUCTURE TYP.AWRIOR SUBSTRATE. ru TABLE B. THIS SHEET BEE SHEETS 5- 17 FOR HOLE LOCA'TIONS DOR NOM Mid Dade Prolog amPL7&0 MC Has. Cade / FRONT VEW EXTERIOR FOR STEEL STUDS TIMME R THAN 10 GAMIO ODNIPLHART WITH THE FL BILLING Aix MOOD BACKER MUST USES. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS FLOE dBTAHCE SEE TABLE SHEET 3 SIDE VIEW DETAIL F: FIELD - MODIFIED MULLION CLIP SEE STARS A-E. SHEETS 2 AND 3 FOR INSTALLATION TO SPECFIC SUBSTRATE. UMW DETAIL G: ANGLE MULLION CLIP 0 0 O O O O SIDE E ,- SHEETS I E VIEW E SHEETS VIEW TOP 8t£ BE 5-1T FOR HOLE 5F17 FOR HOLE LOCATIONS LOCATIONS tIP.ANC4CR STANDARD MULLION OW �■- TABLE SUBSTRATE, TO RT F83.0 S� TABLE 8, SHEET 8 COMMONS. rxrx.1210 MOLE CLIP, 2 PER MULLION END. MST BE NSTALLID 810E OF MULL DETAIL H: BAY MULLION INSTALLATION am OR 4s° BAY 1L3L TOP VIEW SEE SHITS 9-17 FOR HOLE LOCATIONS TIP. ANCHOR �--P� SUBSTRATE. / SE£ TABLE B. SHEET3 �EXTEiiIOR r x rANBLE CUP. 2 PER MULLI1NENO. MUST BE INSTILLED INSIDE OF SAY MULL. EDGE DISTANCE SEE TABLE 0. SHEET 3 1111 I I I'I IlliuglfDllr DISTANCE SEE TABLE B. SHEET 8 HOLES TO BE DRILLED DI -fl@O. SEe SHEETS btt FOR HOLE LOCATIONS. ®6E DISTANCE TABLE B. SHEET3 INTO ODNCREi6gIU LOSE DISTANCE SEE TABLE B. SHEET 3 EDGE ION. TM DISTMt SEE TABLE B. SHEET 3 e�- NOTES FOR INSTALLATION OPTIONS F AND C3: 1) DETAILS F1, 01 AND 02 IF ALL ANCHOR LI&STATIONS FROM THIS SHEETSET ARE MET, THEN THE FULL DP OF THAT MULLION MAY BE USED, PROVIDED THAT THE OVERALL SYSTEM DESIGN PRESSURE REOUNTS ARE MET. 2) DETAIL F2 IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN F OF THE DESIGN PRESSURE OF THAT MULLION MAY BE USED. 3) DETAILS F1, F2, G1, AND 02 ARE NOT APPLICABLE TO THE 2X4, 2)W OR BAY MULLION. 4) SEE SHEETS 5-12 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIES. HOLES TO BE OWED INFIELD, SEE SHEETS 8-17 FOR HOLE LOCATIONS. LFASOARY ANCHOR HOLES TO BE DRILLED IN-FIELD, 8E SHEETS 8-17 FOR HOLE LOCATIONS. INTO CONCPET U aes T ANCHOR NOTES FOR t TALLATION OPTION Ft 1) USE 2 ANGLE CUPS PER MULLION ENO. CLIP MUST BE INSERTED INSIDE OF MULLION. 2) SEE CORRESPONDING MUWON TABLES, SHEETS 16 817, FOR QUANTITY OF SCREWS. Cede Oft MAO Miami thee. Praia • -"•°•, C_: �SSEO1,�P�,�� A. LYN1IMIt.lrx, P.E. FL P.E.M 56705 • 1'X2'X.125'TUBE MULLION AND CLIP MULLION 8683 -78 ALUM. 71- SECTION 6164. 375' STANDARD CLIP 6013 -T6 ALUM. TQPVEW I-- 1.660.1 .126' .129 660D' 98da80Wer Loading Design Pwsw+ (113014) 4.750 801n 6061 111WOM 5861 6648 1.089 l 8.04e114 pe, See TTales :. A E I C A 8 EXTERIOR OFFSET CLIP 8063 -76 ALUM. TOPVEW i 4 .379 j TABLE 1B TABLE IA 1 x 2 a .126 Alu•. Tube lenelarl 98da80Wer Loading Design Pwsw+ (113014) Openin8 (Ve6al or Korhea9d) 801n 6061 111WOM 5861 6648 IME23111 l 8.04e114 pe, See TTales :. A E I C A 8 C A 8 C A B C A BC A A 3 C A 64 C * BC A BC 8 111= ti jp L 1 1 42 it ©00©QO 81 81 91 74 74 74 © 89 ©0© 63 63 55 2 Q ©00©© 2 4 2 2 4 © ©0 2 2 ©131© 31 31 27 ©0 27 a 56 66 49 49 48 44 44 44 86 26 36 31 4e in 82 62 82 50 58 50 43 49 43 37 37 87 33 93 33 29 29 26 24 24 24 21 21 21 18 16 16 50.626 In 63 53 53 43 49 43 90 98 30 32 32 32 28 28 26 26 29 26 21 21 21 18 18 16 18 16 18 6415 44 44 44 35 38 38 30 90 30 26 26 26 23 23 29 21 21 21 17 17 17 /6 15 16 46 46 6 0 M 39 33 39 27 27 27 22 22 27 19 18 16 17 17 17 15 15 18 36 30 38 38 - - 22 In 28 26 28 23 29 23 19 19 19 17 17 17 15 18 15 26 26 a 081n 23 25 28 20 20 20 17 17 17 18 15 16 28 6311 38 35 121n 16 19 19 1e 1e M 24 24 24 28 23 23 7615 76 In 16 16 16 15 18 15 21 21 21 21 NOTE THE ROW HEADNG # OF ANCHORS' ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1 a 58.123 Akan. Tube Mango TtltepdndWapeza1801 Loading Oeayn Prawn phial Opening Wankel 6r11 hanW) 801n 6061 7049 5861 6648 100{n 126h 14041 1604 Anoka amt 8,3370313/0411 See Table 6 8 C A BC A B C A B C A S I C A D C A N C A 8 C A B C 0afAndva 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4_ 2 2 4 2 2 4 2 2 4 1 1 2 4264 130 130 730 118 116 116 168 108 106 104 104 164 104 104 104 104 104 104 194 104 104 104 104 164 104 101 104 4811 54 54 84 73 73 73 97 67 67 63 63 63 61 01 61 61 61 61 81 61 61 61 61 61 61 61 81 50.8261n 71 71 71 62 62 92 56 de 60 52 62 62 26 60 50 46 49 46 48 40 49 48 49 49 46 46 48 3419 67 67 67 50 50 50 45 45 46 41 41 41 36 39 3 38 36 36 30 38 38 30 30 36 38 36 18 0067 41 41 41 3s 26 33 482 32 ffi 26 26 26 a 27 27 26 26 26 26 26 26 26 26 26 26 26 28 6311 38 35 98 30 30 30 27 a 27 24 24 24 28 23 23 22 22 22 21 21 21 21 21 21 21 21 21 06 In 31 91 31 26 28 28 23 29 29 21 21 21 18 10 18 16 ^ 16 16 17 -"^ 'i 1 ^'° 17 °,. ^... 17 '"""'°. 17 ' '-�.. 17 ^'*°°. 17 - ..^°A•^+� 17 17 -. ro 17 "^ . 72 61 23 23 23 20 20 26 17 17 17 18 16 18 16 16 16 7619 26 20 20 17 17 17 16 16 18 7815 18 18 18 15 18 16 TABLE NOTES: 1) .NEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) SCREW PATTEfOl APPLES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS ANO INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 1B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR AU. HINGED DOORS. USE THE RECTANGULAR LOADING TABLES. (TABLE 1A). ALLOWABLE SCREW PATTERNS INTO CO .IcRE1EICMU I.0 1 .1 NTO WOOD/STEEL/AL. ••09•• 6 0 2 W cc a Flamm !! qD i NUat_ 41 1" X 2" X .375" TUBE MULLION AND CLIP 7804.376" STANDARD 41.0 806376 ALUM. TOPVEW MULLION 6063- T8ALU21. X- SECTION I-1.000" 6.600' _52 37 Opening (Verticel or Mwimn121) 4757 — 2.620. 8041 70In 5041 6041 1.055*— 1201n 14041 18041 I '375• 8C C A B C 1.127 V ' -003131 EXTERIOR 61N..377 OFFSET CUP 8083-76 AL1B6. TOPVIE# ---I 1- --126" TABLE 2U TABLE 2A 1 x 2:.376 Alm. Ta4e Mullion 4MWn0n1e1 LoeAlalg Design Prosuaa ( Opening (Verticel or Mwimn121) 5011 8041 70In 5041 6041 4004* 1201n 14041 18041 Anoho, and SubstodePipLA 822 Te6Ie B A 8C C A B C 3 8 C A B C A B C A B C A B C A BC 0 A B C 4al And•n 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 4241 118 97 119 199 61 '109 09 00 99 p 51, 69 70 54 78 71 49 71 50 40 59 61 35 51 44 30 44 40 41 101 85 101 82 71 67 66 91 69 80 69 60 83 47 53 48 42 48 40 38 40 34 10 34 30 27 90 50.625 41 85 8 1 8 8 7 0 8 1 7 0 3 9 85 6 9 5 1 5 0 6 1 4 8 4 8 4 6 4 1 4 0 4 1 2 4 3 4 3 4 36 35 59 30 2 5 28 64 In 72 72 72 68 68 50 48 49 49 42 42 42 37 37 37 33 53 68 26 26 28 24 24 24 21 21 21 0061 59 53 63 45 43 43 38 311 36 31 11 81 27 27 27 23 25 28 20 20 20 17 17 17 15 16 15 8341 48 48 46 31 37 37 32 32 33 V 27 27 24 24 24 21 21 21 15 18 18 15 15 . 16 39 33 33 56 41 40 40 40 33 33 33 28 28 m 24 24 24 21 21 21 19 19 19 15 15 15 28 .- ,. 7241 31 31 31 28 28 26 21 21 21 10 18 16 16 16 16 22 24 24 24 17 -.•„ 7541 27 27 27 22 22 22 16 18 18 16 18 18 32 27 27 Z7 ''Rt 7841 2 5 2 3 2 5 2 0 7 6 2 3 1 7 1 7 1 7 1 5 1 5 d .. NOTE: THE ROW HEADING IT OF ANCHORS' ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1 x26.375 Ales. Tube lidem TA° Tademldel (.oeep BWP ROOM 050140) -. Ope*le0 p7.46W or 6061 8011 7011 6041 00831 10041 12041 1401* 1841 Andes est 8110115018 1717. Bee Tede B A 8 C A 8 0 A 8 C A 8 0 A 8 0 A 5 C A 8 C A ■ 0 A 8 C 60fAnahefa 2 2 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 '6b 426, 170 116 170 170 125 170 170 119 170 166 116 180 160 116 180 180 116 180 185 116 186 20 115 160 182 118 160 4641 166 115 136 118 103 116 109 03 100 105 W 103 100 60 100 60 13 29 92 00 69 99 60 00 20 N 22 60.67511 118 107 115 160 05 100 CO SO 90 66 00 66 84 81 51 SO 00 00 SD 80 60 60 80 60 60 90 80 64 41 58 68 53 8 1 6 1 91 72 7 3 7 3 0 7 92 81 5 4 84 6 4 85 82 85 82 60 85 60 85 85 85 85 85 8061 CO 87 67 50 6e 66 51 61 61 47 47 47 44 44 44 42 42 42 41 41 41 41 41 41 41 41 41 6341 67 67 87 M 40 49 40 44 44 40 40 40 37 37 37 33 80 30 33 33 83 33 33 93 39 33 33 6661 60 50 50 42 42 42 38 96 36 94 34 34 32 32 32 30 50 32 28 28 26 28 26 28 26 26 26 72 41 36 28 36 32 32 92 28 28 26 20 26 22 24 24 24 17 22 22 20 20 20 22 20 20 20 20 29 7621 32 322 32 27 27 Z7 24 24 24 21 21 21 20 20 20 18 16 10 17 17 17 16 18 18 16 15 18 78 41 9019 30 16 00 18 30 18 38 18 25 16 26 16 22 22 22 20 20 20 16 16 18 17 17 17 16 15 15 TABLE NOTES: 1) LWEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET WP. 3) AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE OOUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 28). FOR FENESTRATION PRODUCTS WHERE NOT AU. FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 2A). ALLOWABLE SCREW PATTERNS INTO CONCRETECMU • o II1 0 • INTO WOOWSTEEUAL • • II Y • • X 2 X .376 MULLSPE 40 COI 2 1 *0.10400 at *410601 Verde Bale BOAR Mod Ode Predate Coded 1 f1 ��•�y1,I LYNN A9�,�,�', �:PENSE �P Mo.58" 5 U .2' '� /7SSIONP ;1s A. LYNItI14iiU R. P.E. FL P.E.# 58705 1 "X2.750 "X .375' TUBE MULLION AND CLIP I0Ai 4 6083 -TB ALIAB. x- SECTION 11.027-1 INTERSECTION 11<142/928. CLIP 6063-76 ALUM TOPVIEW 1 ALWAYS USE 2 SCREWS PER CLP -11---.126' 07?8 TCUP 6063 -78 ALUM TOPVEW TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFPSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 39) . FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE 3A). TABLE 3A 1 2 m ■ .376 Akira. Tube rg14er Landing DenIgn Peawe *IVO w4w 18 OaN.g (Vertical Dr 403/1621631) J 6081 70 2 6018 9018 10640 12018 140 08 16640 Etig.A8C/4 2 © 4 113©ICI© 8 C A SC 4 1 8 6 C A BC C A 9 C A 5 C 8 6 C A SC DC A D ©0© 112/Anders 2 2 13©©131 2 2 ©© 2 4 © 2 NI© 4 ©IM ©©EI 4 1 9 jbb�72 t' I001n 421n 119 97 110 100 81 105 99 69 W 89 61 80 13 64 79 71 49 71 60 40 60 51 36 51 45 90 45 481n 126 65 126 106 71 117 02 M 108 61 633 96 72 47 90 as 42 62 34 38 63 40 30 88 40 27 51 500.826In 123 61 128 102 67 120 88 58 111 77 30 102 68 45 91 61 40 61 61 34 65 44 29 88 36 25 51 540, 115 76 131 96 53 123 82 54 106 72 47 65 84 42 85 57 38 78 45 31 69 41 27 54 33 24 47 60In 103 ea 120 as 87 e8 74 49 Q as 42 71 67 as 62 52 34 86 fa 28 45 37 24 30 32 21 34 d, 44 M es 104 e2 x 86 m 46 r 80 40 81 54 38 64 40 32 ae 40 27 40 3• : 23 34 30 20 IO 66 In In 91 82 91 74 61 74 82 44 62 64 30 M 47 34 47 42 31 42 3 28 36 m 22 30 28 19 28 71 57 71 65 47 56 49 40 49 42 38 49 37 31 37 33 26 33 27 24 27 23 20 23 20 18 20 m 81 61 54 61 49 46 40 42 38 42 88 34 36 31 30 31 26 a 28 29 22 29 19 19 19 17 17 17 78 2 56 52 66 46 44 49 39 97 30 33 33 35 29 29 29 28 23 26 21 21 21 18 56 18 18 16 16 861n 37 37 37 30 30 30 26 26 26 22/ 22 26 19 19 19 17 17 IO 84 67 60 46 60 4fi M 45 31 31 31 34 26 26 21 21 21 16 18 11 16 16 18 16 32 - a 3 •; )4. 109In 22 22 22 16 18 15 15 15 111 In 20 20 m 17 17 17 ti:.% 21 NOTE: THE ROW HEADING 110F ANCHORS' ON THE TABLES REFERS TO TI-E STANDARD AND OFF T CUP ONLY. 1 a Lm a .96 Neat 785. 0 7414099142/11aprml5tl LeWhg 524106 P6N4/4e ombe2 0248221122606 or 22621620i 502 6081 70 2 6018 9018 10640 12018 140 08 16640 AaDMranti 282414819 1512. 32411212 6 A B C * 6 C 4 1 1 3 2 A B C A 8 C A S . C A SC A DC A D C 112/Anders 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 2 2 4 2 2 4 2 2 4 S 1 I 420* 170 136 17Cr 170 125 170 176 119 170 170 118 170 170 118 170 170 118 170 tm 116 170 170 118 170 170 116 170 461n 170 115 170 157 103 170 140 95 170 139 91 170 135 09 170 136 69 170 135 60 170 135 M 110 135 el 170 39.62818 163 107 170 145 85 170 134 58 170 127 69 165 123 81 M3 131 30 151 121 00 161 121 60 161 121 95 161 64in 160 55 170 133 87 170 122 80 161 114 m 152 110 72 145 167 70 141 106 70 140 193 70 140 106 70 140 60In 131 86 181 115 m 130 104 (6 118 W 64 106 92 80 99 W 58 ♦5 86 57 02 86 57 92 68 67.92 8361 123 51 130 106 71 111 97 64 W 90 60 40 M ds 84 80 54 60 m 51 m 76 51 m 78 51 as 8818 112 m 112 98 87 98 40 60 55 77 66 77 72 52 72 63 60 its 03 47 m p 47 M 69 47 43 72401 68 69 68 73 60 73 54 53 84 58 49 58 53 46 53 80 43 50 4E 40 46 44 30 44 44 40 44 m 31 m 54 73 62 56 52 54 40 94 40 48 49 45 42 46 42 40 42 38 87 m 36 88 89 38 40 38 min IO 92 M IO 84 67 60 46 60 4fi M 45 41 41 41 a 33 38 34 34 34 83 33 33 32 32 32 936 43 43 49 36 36 36 32 32 32 28 26 40 26 26 25 14 24 24 21 21 21 16 19 19 28 18 15 ebb 35 36 36 30 30 30 28 26 20 25 23 23 21 21 21 16 19 19 17 17 17 18 18 15 15 15 15 10881 28 m 28 31 24 21 19 15 17 18 18 18 16 16 15 46 15 •.:. = 111 In 23 23 25 19 /9 17 17 USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CO IcRETE!CMU INTO WOODISTEEL/AL • O 11 II O • • • • ' • • 3 X z X 2 n 4V X 1 0 re .1., N Oa 9 o'4rlk 2927/.4.44116 214022 po.a4 \C9 FSS(L���Q1`�1� , A. LYNNN U.I 1 ER. P.E. FL P.E.# 58705 1" X 2.750" X .850" TUBE MULLION AND CLIP MULL9)N 8083 -28 ALIN. 7f- SECTION MIN. 275" swarm CLIP 8063 -18 ALYL TOWffW 4.789' 2-1.— EXTERIOR 9484. .378' WAYS IIIE 1 SCREWS PER CLIP USED 6VYf01 INTERSECT- IONS ONLY TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES ANDK)R DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION UQ[P MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARITRAPEZOIDAL LOADING TABLES (TABLE 48). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE 4A). .. -.u..� T.. 1a176•.4.1 Mlf9.. I T11e90 ° I.0s0Blp Durgin 910011449 (MNI 975' "" ,/�/ 1.122 r 700 SO In 930 Y/ 1201n o91z EXTERIOR 9484. .378' WAYS IIIE 1 SCREWS PER CLIP USED 6VYf01 INTERSECT- IONS ONLY TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES ANDK)R DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION UQ[P MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARITRAPEZOIDAL LOADING TABLES (TABLE 48). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE 4A). .. -.u..� T.. 1a176•.4.1 Mlf9.. fhn LoedIng Mika P,..... Own) T11e90 ° I.0s0Blp Durgin 910011449 (MNI ®In 80 In 700 SO In 930 No In 1201n 1890 10051 Ants 06 Subbete type, Bea T4tle B A 8 C A B CA C B C A B C A 8 CA C B C A B C A B C A B C O beaches 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 2 2 4 '9$9 s �ag. 1 4243 119 W 119 109 85 109 99 N 68 N 61 N 79 84 70 71 49 71 40 40 50 61 15 61 43 30 46 45 0 126 N 128 109 71 117 92 01 190 91 63 99 72 a 90 86 42 62 64 35 96 45 39 N 40 27 51 00.426 0 123 81 128 102 .87 120 68 60 111 77 50 102 90 45 91 91 40 81 81 34 N 44 20 N 38 26 61 810 115 78 131 N 65 123 62 64 109 72 47 05 64 42 N 67 36 76 46 31 61 41 a 55 38 24 46 800 103 N 135 06 57 115 74 49 ) N 42 N 97 38 79 62 34 69 43 213 67 V 24 49 32 21 43 83 0 99 66 730 a 6a 198 70 46 N 02 40 77 66 38 07 49 32 SO 41 a 49 35 29 42 31 20 V 800 94 02 114 78 61 93 67 44 74 N 39 57 N 31 60 87 31 02 39 26 43 31 22 37 20 10 32 7 2 0 8 8 6 7 6 3 7 2 4 7 c 0 1 4 0 6 1 6 2 3 6 5 2 00 3 1 4 0 4 1 28 41 33 31 33 20 20 20 28 16 20 76 48 78 64 70 62 45 82 02 38 02 48 34 46 39 90 30 35 27 35 29 22 20 24 19 21 21 17 21 7448 70 62 70 57 44 57 40 31 40 41 33 41 N 29 3632 68 26 32 20 22 20 22 19 2220 43 10 20 500 48 45 48 35 35 30 32 32 32 a a a N V 24 21 21 27 17 17 17 15 13 10 25 24 24 9548 3 0 3 8 $ 6 5 1 3 1 3 1 2 6 36 36 48 20 09 20 35 48 1 6 1 5 49 25 21 24 21 21 21 21 10e In a a a 22 22 22 19 to 10 10 10 10 22 A , 20 111b 2 5 2 5 2 0 2 1 2 1 2 1 7 1 7 1 7 1 4 3 1 5 % 1200 20 20 20 19 16 10 24 24 34 21 21 21 15 NOTE THE ROW HEADING "8 OF ANCHORS" ON THE TABLES REFERS TOME STANDARD APB OFFSET CLIP ONLY. 11l.LL 162.186 Alm. T., T11e90 ° I.0s0Blp Durgin 910011449 (MNI JN Ube 5MuSW atHed3erd) 5552484 50 in 880 780 SO In 00 48 130In 12048 1400 1881n Andv466 646460e7ypA 84e 11611913 A 0 C A D C A • C A B C A • C A • C A D C A B C 5 BC 5a•A132ots 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 2 4 2 1 i 4148 170 126 170 170 120 170 170 118 170 170 116 170 170 116 172 170 115 170 170 118 170 170 110 170 170 110 170 4948 170 118 170 167 103 170 145 N 170 130 01 170 100 N 170 138 a 170 135 80 170 135 N 170 123 89 170 60.0280 103 600 170 148 N 170 134 N 170 127 N 140 IN 51 155 121 N 191 121 80 151 121 50 561 121 N 191 610 169 N 170 133 87 170 122 N 161 114 76 162 110 72 146 707 70 141 106 70 Mi IN 70 141 106 70 141 0048 131 16 170 116 76 153 101 N 130 57 04 120 02 N 121 N 68 118 N 67 114 88 Q 114 N 67 114 830 123 61 182 106 fl 100 97 84 123 90 N 112 85 66 106 02 61 N 78 81 84 75 81 84 73 61 04 61151 118 70 140 191 97 120 GI N 109 84 06 00 70 62 N 75 96 94 72 47 70 71 47 78 71 47 79 720 104 N 107 91 N 51 00 53 00 71 48 72 00 44 60 02 40 02 57 40 67 N 39 56 50 38 56 750 N 64 N 77 N 77 07 N 02 51 40 61 65 42 N 52 40 62 47 37 47 46 36 46 41 36 44 71367 86 02 89 71 04 71 01 48 02 68 44 68 61 41 61 47 U 47 43 36 43 41 24 41 40 34 40 9048 64 56 84 48 45 45 40 40 40 35 35 35 32 II 32 N N 30 25 20 25 24 24 21 29 23 23 0048 44 M 44 37 37 37 02 32 32 29 20 N 20 28 25 21 24 21 21 21 21 19 10 10 IS 1S 18 100 0 31 31 31 28 20 33 22 22 21 20 20 20 18 18 10 10 91 16 18 .. 11181 28 28 26 24 24 34 21 21 21 15 19 11 10 16 16 15 15 '11051 21 ri 22 19 19 19 16 15 10 O USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD/STEEL/AL. IB.n1••I I•o11Q01 lewd 04d1 615.0410 0048.* 11 . ,a4t w14 111111 1112725/ O4.I LYNN . / / * 58785 >k � S /ONP. -�' A LYIftSLt.kii. P.E. FL P.E.# 58785 1 "X 3.125" X .500" TUBE MULLION AND CUP STAICSRD CUP 8059-76 AWN. TOPNEW 1- 1.008' -4 INTERSECTION 0-CHANNEL CAP 9095 -76 ALUM. TOPV1EW 2. 4.760" 4384. .125"---I �- I- -LASS- .3.15' EXTERIOR USED IN MILL INTERSECT- IONS ONLY 104E SPY' OFFSET CUP 6083 -76 PLOW. TOPWEW TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOi DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 58). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 5A). TABLE 5B TABLE 5A r 4 3.915- 3 .506" Mum 791.43881 56050aular Lowing L 09a8n Promise 91r*9 Op8do 014.0031 or 1(814004940 La T 1.128' 7 5008 i 2B 1408 1808 8.312 A EXTERIOR USED IN MILL INTERSECT- IONS ONLY 104E SPY' OFFSET CUP 6083 -76 PLOW. TOPWEW TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOi DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 58). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 5A). TABLE 5B TABLE 5A r 4 3.915- 3 .506" Mum 791.43881 56050aular Lowing L 09a8n Promise 91r*9 Op8do 014.0031 or 1(814004940 3061 GO In 701n 5008 908 1001n 1208 1408 1808 Ant/•100 3 9 3 4 9 4 01jipe. Sae Table 8 A BC C A 8 C 5 BC C A 8 C A 9 C A D C A 8 C A BC C A BC C •omoosoU 2 2 • 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 S i721n ggg2 W 6 42 In 119 97 118 109 81 106 99 65 70 80 81 98 78 54 78 71 48 71 50 40 60 61 35 51 45 30 45 48 In 128 85 128 108 71 117 92 81 109 81 59 69 72 47 60 86 42 82 64 35 88 46 30 W 40 27 51 50.8788 123 81 128 102 67 120 88 56 111 77 SO 103 86 48 94 81 40 88 51 34 72 44 28 61 38 70 54 54 in 115 78 431 55 63 173 82 54 195 T2 a 1a7 84 42 95 67 38 70 48 31 71 41 27 81 38 24 54 808 103 e6 136 70 67 128 74 49 110 65 42 08 67 68 e6 52 34 77 43 28 64 37 24 58 92 24 48 83 In 08 85 139 02 54 173 70 48 105 62 40 92 56 65 03 49 32 74 41 27 61 36 23 53 31 20 48 eB in 84 R 139 se 61 117 W 44 98 69 39 e8 52 34 74 a 31 88 30 28 54 94 22 47 29 19 41 72 8 03 67 112 72 a 01 82 48 77 S4 35 86 48 51 06 43 28 51 38 24 42 31 35 30 27 18 31 76 8 82 34 96 M 45 78 38 38 60 51 34 58 45 a 49 41 27 44 34 22 38 20 18 31 28 17 27 701n 80 522 B8 65 44 72 97 37 81 50 39 92 44 29 49 40 28 41 33 22 33 70 15 28 28 18 25 00 In 63 49 53 !e 70 48 40 32 - 40 35 35 35 30 70 30 27 23 27 22 19 22 10 10 19 18 28 16 586 46 42 46 40 35 40 333 30 33 29 27 20 23 24 23 72 21 22 16 10 M 16 15 15 1051n 34 34 m 28 70 24 24 24 21 21 21 18 10 18 18 to 18 111 In 92 32 3228 2033 22 22 22 19 19 18 17 9108 26 25 25 21 21 21 to 18 18 15 15 15 11 17 15 15 13 NOTE: THE ROW HEADING "B OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1' 0 3.129.8 .685-AWm Rim 112911 19134091oriltap4934681 Lead89 13441441 814148349 0 0044146 Ltlal•SN or HoAm■hO 508 958 708 608 908 1008 1208 1406, 1806 M10135 916 SS3aA8e81gp4, See Tahle 8 A 0 C A B C A S C A 8 C A 8 C 5 S C A BC A B C A 8 C tdAnchos, 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 Is I !!!! 12 71 i 421n 170 138 170 170 125 170 170 119 170 170 110 170 170 118 170 170 119 170 170 118 170 170 115 170 170 116 170 45 in 170 115 170 197 109 170 146 06 170 139 91 170 135 89 170 135 50 170 138 56 170 135 80 170 195 80 170 80628 In 183 107 170 145 98 170 194 68 170 127 63 170 123 81 170 131 80 170 121 80 170 121 80 170 121 80 170 548 150 98 170 133 e7 170 122 e0 170 114 76 170 110 72 tea /07 70 180 lea 70 150 103 70 100 use 70 159 80 In 131 80 170 115 76 170 104 89 136 97 64 145 92 80 137 09 M 132 88 57 129 86 Si 128 85 57 125 eve 129 81 170 108 71 181 B7 64 145 90 58 135 66 56 127 82 54 122 78 51 117 70 51 117 78 51 117 sus 118 76 170 101 07 181 91 68 134 84 as 121 79 62 113 76 SO 103 72 47 105 71 47 58 71 47 09 72 8 104 89 135 91 80 115 St 59 101 75 49 91 70 49 84 08 47 70 82 40 72 90 90 70 60 70 70 78 8 98 84 114 88 50 W 78 50 85 69 48 77 64 42 70 81 M 55 59 37 59 54 38 67 54 35 16 78 In 96 52 105 92 54 80 79 48 78 67 44 70 82 41 e4 50 84 80 61 36 54 51 34 51 51 34 51 00 6 88 83 68 57 45 S7 W 40 60 45 36 45 40 34 40 97 51 37 33 23 33 80 28 30 25 28 20 50 In 35 40 9 8 4 7 40 4 7 4 1 3 7 4 1 35 34 35 32 30 25 25 3 9 3 0 27 28 27 34 2 4 2 4 2 3 32 2 3 108111 39 39 39 33 33 33 28 26 31 23 38 25 29 z5 23 21 31 21 19 18 1e 18 16 18 15 15 15 111 8 35 38 388 30 30 30 28 78 m 23 33 23 21 21 21 19 19 1e 10 18 18 18 15 15 1208 26 28 213 24 24 24 21 21 21 18 18 10 10 16 16 15 10 13 ALLOWABLE SCREW PATTERNS INTO CO INTO WOOIDISTEEUAL pNCRETE/CMU • 0 II II 0 • • • 1I • • j! 9die u cu«ro' ",e •. NOM SEW N 111111 U.1'1 ENSE * : p90- 58 CC p' so. �LOS�b�P. A. LY"i4f f MLLth. P.E. FL P.E.# 58705 1.25" X 3.188° X .285° TUBE MULLION AND CLIP 1-- 1150' --1 20 MULLION 8003 -T8 ALUM XSECTION DIN. MS' STANDARD CUP 808344 ALUM TOPVIEW 3.187• INTERSECTION 2'620 U- CHANNH. CLIP 8063 -76 AU* TOPVIEW 6500' 1.068' L6 .37 2.820 4.700 111111 0 J. 2.82 EXTERIOR ALWAYS USE 4 SCREWS PER we INTERSECTION U- CHAIB48. CLIP 6063 -T8 ALIN9 3-SECTION USED 5V MULL INTERSECT- IONS ONLY TABLE NOTES: " 1) LINEAR INTERPOLATION BETWEEN SAS AND/OR DESIGN PRESSURES IS ALLOWABLE 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 5) SEE SHtt 1 a 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 613). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLE& (TABLE 6A). TABLE 88 TABLE 8A 1.38" a 3.186" a .786" Alma Tube 3189 Rectangular W dr4hl Pnamose Bin) OpeMrg (Vertical or 159166.Yn 50 In 60 In 7051 8116— 80 n 100 N 128 In 140 In 1601n Anchor RR Subetwfe 1jpe, Bee Table B A B CA A B CA A B 0 6 8 0 6 B C A 5 C 6 8 0 A SC C A S C 166696h865 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 5 i721n L 1 4251 119 87 119 108 81 109 99 89 99 89 81 89 79 64 79 71 49 71 60 40 60 61 38 81 45 30 46 481n 128 66 128 108 71 117 92 61 1013 81 53 29 72 47 00 86 42 82 54 35 88 48 30 59 40 21 81 53.825 51 123 81 128 102 67 120 66 58 111 77 60 103 68 48 84 81 40 68 61 34 72 44 23 61 38 25 54 3461 115 78 131 116 83 123 82 54 115 72 47 107 ' 64 42 96 67 38 80 40 31 71 41 27 61 38 24 54 6051 103 68 138 M 51 128 74 49 11 66 42 98 67 38 88 62 34 77 43 29 64 37 24 66 32 21 4 6351 98 68 138 82 54 123 70 48 106 82 40 92 65 38 82 49 32 74 41 21 61 - 36 23 63 31 20 48 86In 84 82 136 78 81 117 87 44 96 M 39 66 62 34 74 47 31 86 36 28 68 34 22 47 29 18 41 72In 88 67 112 72 47 91 28 40 77 54 36 68 46 31 60 43 28 61 36 24 42 31 20 38 27 18 31 R 51 65 54 68 88 46 78 58 36 66 51 34 58 45 30 40 41 27 N 34 22 36 29 19 31 28 17 2/ 76 In 80 62 80 88 44 72 57 37 61 80 28 82 44 29 46 40 28 41 33 22 33 28 18 28 28 10 25 901n 59 46 69 46 36 48 40 32 40 38 24 06 30 25 25 27 29 W 22 19 22 19 18 10 29 26 29 86 01 40 42 49 40 36 40 23 30 33 29 27 25 25 24 25 22 21 22 18 18 18 15 16 16 23 108 In 34 34 34 25 28 26 24 24 24 21 21 21 16 18 18 16 18 b 21 21 16 - 18 ... _. 1111n 32 32 32 33 25 25 22 22 22 IS 19 19 17 17 17 16 18 18 21 120 In 25 26 26 21 21 21 18 18 18 16 18 16 25 26 28 24 24 24 21 1.s6.s 3.t66"s .286" Alms 7659 mall TitaagalafIrspeaoldel IaWNg Ds•9s Pass* 85 5') Op.43a9 Na6cal ea FMAsenes ) W In 6051 - 7051 8051 80 In 10051 12051 14061 18051 Anchor and 215811e45 75pe. 8w Table B A 5 C A I I C A S C A I S C A 5 0 4 5 0 4 S C A B C A D C fla*Anldcla 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 It I pL 61 4211 170 138 170 170 126 170 170 `110 170 170 118 133 170 113 170 170 115 170 170 118 170 170 116 170 170 118 170 46 to 170 115 170 187 106 179 146 68 170 116 91 170 135 89 110 196 W 170 136 M 170 165 66 170 130 60 170 60025 in 165 107 170 146 96 170 134 68 170 127 83 170 128 81 110 121 40 170 121 60 170 121 80 170 121 80 170 541n 160 90 470 135 87 170 122 60 170 114 75 170 110 T2 160 107 70 160 166 70 155 106 70 159 508 70 169 031n 131 86 170 115 76 170 104 60 155 97 94 148 92 60 127 89 M 162 66 57 129 65 57 'IZO 86 67 126 6351 123 81 170 106 71 161 W 64 146 90 M 136 85 66 121 62 64 122 78 61 117 76 61 117 76 61 117 66051 116 78 170 101 67 161 91 60 134 64 R 122 79 Q 113 78 60 107 72 a 100 71 B 69 71 41 N 72In 104 89 135 91 60 116 61 83 101 76 49 91 70 46 64 68 40 79 42 40 72 60 36 70 60 39 70 78 M 93 84 114 48 68 97 76 60 85 59 46 77 64 42 70 81 40 86 86 37 60 54 38 51 84 36 58 7681 06 R 104 42 64 00 73 46 79 67 44 70 02 4 65 M 38 60 54 35 64 61 34 51 51 34 61 6051 66 53 60 67 48 67 60 40 50 45 38 46 41 34 41 37 31 37 33 20 53 30 28 30 29 26 29 888, 55 46 56 47 42 47 41 37 41 30 34 35 39 31 32 90 29 30 27 26 27 24 24 24 23 23 23 10661 36 W 2 33 33 83 1B 28 28 26 25 25 23 23 2D 21 21 21 16 16 18 16 18 111 15 15 16 11151 35 36 56 30 30 30 26 26 26 23 23 23 21 21 21 19 19 19 17 47 17 15 15 16 120 51 25 26 28 24 24 24 21 21 21 16 18 18 16 16 16 16 15 15 A a 14Mv8.44 16 ^'.R 16• Ohm MAP Mood Dude Product .L Lu 51,,(�1q111 11,1 c _1 5```,.`•,.-t 1111% 4I 12 '1,FFSSI0145P:\::," A LYNN HALER P.E. FL P.E.A 58705 ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOppDOg/STEEL/AL • D N II 0 • • • II 8 • • t- 1300' -� .511' 4.000' 041B SECTION u430•1148. CLP 606370 ALUM. TOWED ALWAYS USE 4SCREWS PER we MULLION 8058 -16 ALUM. X- SECTION 15N. 376' STAN:P*00O .P 8062-02 PLUM. TOPY1EW 6.060' 6604. Loos Pm x� L0 0011 1441 1.0•4509 D4411 * h441019 0060'1 x.050 (70 5094 or1106466140 0.31? O 3.6 EXTERIOR INTERSECTION U- C25082EL CLIP 0a83T6AW1A 2- SECTION USED IN MULL WIERSECT- KM ONLY .126' 0.229 STANDARD CLIP 6063111 AWN. 2-SEC110N ALLOWABLE SCREW PATTERNS INTO CONCRETFJCMU A•N. 370 ilk INTO WOOD/STEEL/AL OFFSET CLIP 0063 -T6 ALUM TOP1EN EXTERIOR Ella .123' .740' • • O • 7A 1 949.126 ABmt Tabs 0011 1441 1.0•4509 D4411 * h441019 0060'1 x.050 (70 5094 or1106466140 SO In 60 56 7016 2041 9016 10016 120 In 14010 100 In tartar 00d 810410470P4• 644 TAW A .. O C A I O C A E I C A ■ C * 9 C AB B CA A PC C A • C 8 1 6 8 8 0180010 \ 2 2 4 2 2 4 2 2 4 2 5 4 2 2 4 1 2 4 2 2 4 2 2 4 2 2 4 • I72 gge. @ 5 1 4201 Ito 07 110 109 01 100 00 00 60 09 61 65 79 M 70 71 49 71 00 40 06 61 26 51 46 30 40 494, 120 06 120 100 71 117 02 61 106 01 N 90 72 47 00 06 4 62 69 36 00 46 30 00 a a 51 50.02610 122 51 126 102 N 120 06 69 111 77 60 106 66 46 94 51 40 00 54 84 72 44 2B 61 36 26 54 545 116 76 181 06 63 123 62 54 116 72 47 107 04 4 103 07 s 100 45 31 71 41 27 61 88 26 54 6016 106 60 135 46 47 126 74 40 106 05 42 06 W 36 66 02 34 70 43 20 66 07 24 34 32 21 47 63 In 90 66 136 4 54 123 70 48 104 62 40 49 65 33 78 40 32 CO 41 r 67 26 23 44 31 20 43 6016 94 02 180 70 51 114 67 44 00 60 39 112 52 34 72 47 It 03 30 26 52 34 a 44 20 19 39 61 06 67 110 72 47 06 62 40 81 54 20 70 40 31 61 46 26 54 86 24 44 31 20 37 r 15 n 7616 02 64 101 8e 46 62 06 80 50 54 04 00 45 30 62 41 r 46 34 22 35 20 10. 32 23 17 n 11616 00 67 04 04 44 76 W 37 64 60 41 66 44 n 48 40 20 40 33 22 06 26 to 06 25 16 20 4001 62 M 62 51 06 51 46 62 a 37 10 37 32 16 32 26 n YO 26 10 28 m 16 20 17 26 17 0816 61 4 51 42 35 4 35 30 50 30 r 30 27 24 27 24 21 17 24 17 19 16 19 18 16 16 . F.. 24 23 100 01 3e 36 35 30 30 30 25 26 26 22 19 22 19 10 19 17 111 16 34 34 34 20 n 26 n 23 28 20 20 20 M 10 G 10 10 16 16 12016 27 21 27 22 22 21 19 19 10 18 14 1944.120 Men Tabs tW20r1 76640440ATa1p4WddLO0600 17001m1119e4088 611.69 Op.dny (0M67iO4 es Ne60o1W) 50 le 0001 7011. 0016 0010 10001 10010 14001 16016 AwiwtS 6 814005 AR'e. Boo Fable A • C A B C A B C A • 0 A ■ 0 A B C A B C * 9 C A 9 C #rdArch= 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 *xE 6 L 1 1 411 170 tee 170 170 136 170 170 110 170 170 146 110 150 116 170 170 110 170 170 110 170 170 116 170 170 116 170 4616 170 716 170 917 146 170 146 96 170 139 01 170 121 06 170 135 N 170 128 09 170 136 00 170 136 00 170 06.52616 102 107 170 145 M 170 454 88 110 83 170 110 81 170 121 00 170 121 10 110 127 00 170 121 00 170 54 • 180 00 170 163 87 170 171 00 170 114 75 170 110 72 103 106 70 100 102 70 139 WO 70 152 108 10 180 60 51 131 80 170 115 75 170 104 00 106 57 64 145 a 60 137 89 20 130 85 67 125 08 57 126 06 67 126 63 In 123 01 170 100 71 181 97 64 144 80 69 151 4 56 121 02 54 114 78 51 115 76 51 108 19 61 100 08 5 116 76 170 101 W 106 a m 120 N 08 118 A 09 100 70 l0 102 72 47 96 71 47 94 71 47 94 72 N 104 80 143 91 06 172 51 59 107 75 49 09 t0 45 08 60 43 83 02 40 75 00 39 72 00 38 72 7621 0 0 44 1 2 1 1 5 5 9 1 45 70 65 09 40 05 45 4 4 49 1 4 51 40 65 00 31 09 54 25 04 44 '9 09 70 is 9 Q 111 52 B4 95 73 40 63 07 44 74 42 41 06 60 39 03 54 35 07 62 34 54 61 34 64 9016 72 06 72 01 a 61 63 40 63 47 36 47 4 34 45 30 31 33 59 28 35 06 26 32 31 26 31 9810 69 49 56 00 42 69 43 37 43 sa 34 30 35 31 35 32 29 32 22 26 2e 28 24 26 24 23 24 0685 41 41 41 16 55 5 O 06 SD 27 r a M 24 24 22 n 22 19 19 19 17 17 n 44 16 16 111 (0 36 36 36 ffi s 31 n n 14 01 34 O P32 22 10 7.0 20 17 17 17 10 18 10 1205 30 30 30 26 25 20 32 22 n 19 19 19 17 17 17 to 16 18 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTED/ APPLES TO BOTH TIE STANDARD AND OFFSET CLIP. 3) AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON 1168 SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK THE INTERSECITON U•CLP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 70). FOR FENESTRATION PROOUCTS INHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES. (TABLE 7A). MIND Hat. Date MIND N0A4 ��'•1ia Bawd L a&r 641daa Coma/ �* 4'= Q• U i71G111 • A L`tiiia#t LLe'R P.E. FL P.E.B 58705 1" X 4' X .375" TUBE MULLION AND CLIP 6896 3701 871821ARD OLP 8083-16 ALUM. TOPVEW 4 MULLION 664 -78 ALUM. X- SECTION -6200' 4 1.OSff -1 r=6w 1.16• V I 11644440 l �! 616 81312• 7013 -1 9016 -- -- - -3.1 11-0 I O A4dv ant S u L 6 6 1 4 17.. See 7931411 O T • O A EXTERIOR 4• 0410225071014 U434/2/999L CUP 848315 ALUM. •iaCrofe toff OKY ALLOWABLE SCREW PATTERNS ITT0 CCNCRET'E/Clau EIS illa INTO Y1 STEEJAL. SIB • C 0 • • • TABLE 8A 1 • 4. .376 Mums. Tub. 605866 44942 eta S■64846. 7998 See T.N.0 A 6.656n91r.4 lo.m76 8018 • A 6 8 A 766 A 503* uew6 Promote penal 04•.1.9 (Vmtical a 1104+34441) 9014 • 0 A 103 In B A 1100. 120 P • C 1406. A 13 C D of Amboy 2 2 2 2 2 2 2 2 4 4 2 2 2 2 2 2 4 a0. 119 97 115 100 109 M M M 6 61 88 79 34 70 71 49 71 6 44 6 60 40 60 51 35 51 00. 126 66 126 106 71 117 18 81 106 81 53 M 72 47 90 66 42 82 as 6 74 54 6 6 n 30 6 50426 In 123 01 102 67 123 6 58 111 71 93 163 6 46 04 81 40 6 56 37 76 81 34 72 44 25 61 541n 116 75 131 6 6 123 62 6, 116 72 47 64 a 6 67 6 6 62 34 73 48 31 71 M 2r 61 615 110 6 135 6 37 126 74 49 110 6 42 96 67 36 6 a 34 77 47 31 70 a 28 84 37 24 6 610 W 6 16 62 6 123 70 48 105 62 40 02 56 38 6 49 32 74 46 29 a 41 27 6, 36 23 63 618 94 62 136 78 61 117 67 44 100 6 39 6 62 34 78 47 31 70 42 6 04 6 23 6 34 22 50 721n 6 A 16 72 47 187 tl 40 02 61 6 6 48 31 71 48 6 64 6 6 6 30 24 64 31 20 46 78 M a 64 16 6 45 102 6 36 n 51 34 76 45 6 6 41 27 61 37 a. 6 34 32 61 6 19 44 7616 6 62 115 66 44 86 67 37 65 6 33 74 44 6 M 40 6 M 6 24 64 33 22 49 A 2 46 40 6 36 ffi 31 6 27 26 26 10 a 6 806 616 10613 co 6 St 45 42 3s 6 67 67 M 46 as 1• 31 70 6 43 46 36 6 27 6 6 6 43 n 34 21 24 A 34 6 30 26 60 24 41 21 60 34 6 6 6 44 21 37 16 6 6 2r 31 19 17 40 33 24 6 21 21 11161 32 37 62 43 31 43 6 6 6 31 as 51 21 6 87 24 16 24 6 17 6 20 160. a 34 a 34 23 34 6 24 6 25 21 6 22 NS 12 17 19 17 19 13 18 6 60 21 6 18 31 22 23 18 6 20 10 ,s 13 16014 0 30 37 6 24 21 20 15 17 14 4 46 61 64 64 n 46 M 40 20 37 14411.156 Akan. Tub. 6195844 71244414194714196604641 10.106 Gwyn 11644440 l Opening I7.Atel or 215 2321610 616 0010 7013 601 9016 1613 11018 1618 14016 1656 A4dv ant S u L 6 6 1 4 17.. See 7931411 A • C A B C 18I C A • C A 90 A • 0 A • C A 504 6 C A • C •47.4012126 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 I631 8 t' 1 1 4214 170 138 170 170 16 170 170 119 170 170 110 170 170 110 170 170 110 170 170 115 170 170 118 170 170 110 170 170 116 170 4314 170 116 170 167 110 170 146 6 170 139 31 170 125 6 170 100 6 170 16 90 170 16 6 110 117 N 170 133 6 170 621616 16 115 170 145 60 170 134 88 170 127 6 170 m 01 170 121 6 170 121 6 170 121 6 170 121 60 170 121 60 1• 661 160 6 170 133 67 170 122 60 170 114 70 170 110 72 183 107 70 160 106 70 199 16 70 169 16 TO 139 106 70 199 131 86 170 116 76 ,7a 104 80 16 97 84 Ha 99 6 137 88 6 111 67 6 130 6 67 16 6 91 129 6 67 120 614 126 61 170 16 71 101 17 64 146 90 99 16 6 6 127 92 6 112 so 60 119 79 51 in Ta 61 117 78 at 117 618 118 76 170 101 97 161 01 00 16 84 6 16 79 02 116 78 60 118 70 46 190 72 A 117 71 47 106 71 47 16 7210 104 6 16 91 6 136 81 6 121 79 a 111 70 46 104 6 43 W 10 a 93 62 40 62 00 39 6 6 39 09 7018 6 64 148 6 6 177 79 60 113 6 43 199 6 a 6 6 no H 6 6 87 6 37 34 64 38 51 84 6 60 700. 6 82 141 82 64 123 73 48 109 07 44 100 62 41 n N 39 67 6 37 6 54 80 60 62 34 77 51 84 a 656 6 63 112 6 46 94 61 40 82 6 6 75 61 34 41 49 31 61 45 30 67 49 6 54 45 6 6 39 6 48 661 14 49 92 64 42 77 6 A 67 91 34 60 47 31 64 44 6 00 41 27 46 39 6 N 36 24 40 36 6 as 10321 M 43 04 64 37 6 47 32 A 41 6 41 37 6 37 34 6 M 32 6 32 29 22 30 9 6 27 6 15 6 111 In 69 41 M n 36 a 43 21 43 38 6 38 34 6 34 31 24 83 20 a 6 27 21 77 24 19 24 22 N 22 1201n 46 6 49 30 32 30 34 6 84 30 6 30 27 23 27 24 21 14 6 6 O 21 19 21 19 17 19 17 18 17 144 In 27 21 27 22 22 22 15 19 15 17 17 17 15 16 16 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES E ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLP. 3) ALL MULLION CLPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. E NEED®, HOLES MAY BE DRILLED IN THE FELD FOLLOWING DAIENsIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLP MAY BE COUNTERSUNK THE INTERSECTION U-CLP MAY NOT BE COUNTERSUNK 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES ( TABLE 68). FOR FENESTRATION PRODUCTS WHERE NOT ALL . FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE BA). 40 Z 3 2 111 z CO T1 1 d' 22 1 X • K X + a d 1 5B •(05 _ 43 • 00 cc A w_ • 7lSSIOfIP� , FL P.E.# 58708 11111111111111111111111 T X 4' X'.28° TUBE MULLION AND CLIP tAAl10N 8083 -76 ALUM x- SECTION HfERBECTICN 11-04 34148 CLIP 0069 -TO ALUM. TOPV1EW ALWAYS USE 6 SCREWS PER CUP INTERSECTION 15434304EL OUP 8063 -T6 ALIMA. IFSECgOH USED INM11.1. INTERSECT IONS CO& ALLOWABLE SCREW PATTERNS INTO DONCRETEICOU Ili INTO WOOD/STEEL/AL. ABLE 9A 2 4 • .20 Anm. Tube 34340 8aC1ng93! La•de9 04906 Pr46r4 8696.7 Ope^62 /Vertical or 16641e084) 50n 00 n 706 801n 66n 1666 126n 1466 160n ARAN 915 13393 214 i„p• 8081338 AB 0 C A 8 C A 2 C A 9 C A D C 5 8 C 0 0 C 0 8 C A 8 C 0otArcPua 2 2 8 2 2 6 2 2 6 2 2 6 2 2 6 2 2 8 1 2 8 2 2 8 2 2 6 L 1 42 In 118 87 118 109 81 109 98 60 88 80 81 89 79 64 79 71 48 71 60 40 80 51 96 61 M 30 46 46 In 126 85 126 106 71 117 92 81 106 81 53 M 72 47 00 06 42 N 54 N N 48 90 N 40 27 61 80.626 In 122 81 1191 102 67 120 N N 111 17 N 103 N 46 04 01 40 N 61 34 T2 44 29 81 30 25 64 54114 183 R 181 N se 123 62 84 110 72 47 1A 84 tl 99 N 98 at 40 31 77 46 27 N 88 24 67 0014 169 N 196 N 87 1N 74 49 120 N 42 119 67 30 106 13 34 06 43 29 N 37 144 79 92 21 44 69 In 96 85 190 62 84 190 70 44 128 61 40 116 65 36 106 40 32 103 41 27 80 90 23 77 31 21 67 N In 04 82 136 78 91 131 87 44 128 N N 116 52 34 112 N 91 roe 99 20 60 94 22 111 28 10 68 72 In 3 57 140 32 47 136 82 40 129 54 35 121 48 31 187 43 26 90 36 24 N 31 20 N 27 10 60 763 82 54 142 68 45 136 68 38 131 61 34 114 45 30 102 41 77 01 34 22 78 n 19 N 28 17 67 786 N 62 149 N 44 137 87 37 127 N 99 111 44 20 N 40 26 N 31 12 74 20 10 84 25 16 N 00 In N 46 146 67 N 129 81 32 110. 49 N 04 30 26 N 94 29 73 20 19 60 26 10 61 22 26 44 0816 N 42 192 84 N 166 48 20 91 40 27 76 38 21 N 112 21 61 27 18 90 28 16 42 20 23 N 186 Is 67 38 94 46 31 77 41 a N 90 24 N 12 21 N 28 19 42 24 11 33 H 20 30 18 10 20 111 6 N 37 00 47 31 71 40 20 00 36 29 N 31 20 413 28 N 40 n 12 33 20 ;, N 17 40 M 120 In 62 N N 43 25 N 37 24 48 32 21 41 n 19 30 2* IT 32 22.36 10 79 22 18 28 17 10 In 144 40 28 40 33 24 93 33 20 n 24 16 24 H 10 21 m 16 19 16 1* 17 n n 10 m 2.•..28 Abet.1eip teen T4W1gW9T1aPeea1441 Lr4An6 944344 PPnrn M961) Opening PSI or 140324413) N6 N3 706 806 006 100n 1203 1406 1006 /630,449 8939937190.4 84073913 0 C A BC A BC A • C A 6 0 A 8 C A O C A O C A 52 940P450t 2 2 6 1 2 4 2 2 6 2 2 6 2 2 8 2 1 4 2 2 6 2 2 0 1 2 0 1 $ 416 170 120 170 170 128 110 170 110 to 170 114 170 170 110 170 170 116 170 170 114 170 170 118 170 170 110 170 406 170 115 170 167 109 170 145 N 170 139 41 110 130 30 170 130 SO 170 196 N 170 136 N 170 188 N 170 910016 33 107 170 145 N 110 194 N 170 117 N 170 128 51 170 121 N 170 121 80 170 121 N 170 121 O 172 04 6 100 N 170 132 52 170 122 N 170 114 70 110 110 72 170 107 10 170 100 70 170 100 70 170 106 70 170 006 131 N 170 HO 10 170 104 N 175 07 64 110 12 N 170 N N 170 N 57 170 N 67 170 86 07 130 Nn 133 61 170 100 71 170 07 04 110 90 59 170 86 N 170 82 84 170 TO 61 170 75 01 170 76 at 170 086 116 76 170 101 87 170 91 60 110 84 46 170 70 fa 170 70 N 133 72 47 161 71 47 *89 71 47 WO 7240 104 N 170 01 N 170 81 83 170 78 40 167 70 46 186 N 48 140 02 40 188 80 30 134 N N 134 786 N 64 170 N N 170 70 60 110 N 46 BB 04 42 144 06 40 138 66 37 128 64 38 121 54 N 115 706 N 62 170 60 64 179 73 48 161 47 44 100 02 41 130 N 10 131 54 36 121 82 34 115 01 34 114 906 N 63 170 N 45 184 31 46 130 N 38 121 51 94 110 46 31 102 43 28 00 40 28 83 30 26 75 063 74 40 /N 04 42 128 N 17 111 01 14 N 47 31 90 44 20 61 10 26 n N 24 80 N 23 62 169 n N 43 108 N 37 40 49 42 77 44 10 N 43 26 R 87 25 N 15 n 40 30 20 44 n 10 41 1116 43 41 97 54 36 82 47 31 71 43 28 N 30 N 5? 36 24 52 31 21 40 20 19 40 W 10 37 1103 N 96 77 40 R 04 43 28 N 39 26 48 31 n 44 31 11 41 79 19 35 28 17 31 24 10 n 14410 44 31 44 37 19 37 22 n 32 25 21 28 26 16 75 231 17 n n 10 m 17 M. 17 10 16 TABLE NOTES 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. iF NEEDED. HOLES MAY BE DRILLED N THE FIELD FOLLOWING DIMBVSIONS GIVEN ON THIS SHEET. 9) THE STANDARD CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COULNTERSULNK. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATI0N6 PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE BB). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE BA). a L Appenve4 M eau/71117,3 493 8T7 0* Nom 1241644 Mak 1184414 f1 1111.E r X Er X .2T TUBE IaLION AND CLIP MULLION 936344 ALUM »S6cTDN r•-- -- 7.000' --1 ti6ar ABN. 976 rye. STANDARD CUP 9698 -T8 ALUM TOP VIEW MIN. /4449,49/19 L.9199 onion 7,+82 (19611 09.499 (vnMN or 11/8014440 801n 6081 09 809 1 160In 120 In 140 In 1000 !oI. 010 O B CA 5 CA 5.4 0 OIO A • C6 A • 7 _ EXTERIOR 602ER6E071016 906340 /WA 7441EOTION USEOB4a11M. 697! ALLOWABLE SCREW PATTERNS INTO CONCRETE/CAW • oo • O o o 0 O 0 0 0 • 00 • INTO WOODISTEEL/AL TABLE 10A 18 a 8 .23 moo 189 9919 /4449,49/19 L.9199 onion 7,+82 (19611 09.499 (vnMN or 11/8014440 801n 6081 09 809 1 160In 120 In 140 In 1000 Manor ent 4 4 4 3 0 9 3 4 8..T9448 A B CA 5 CA 51 0 CA A 0 C6 A • 0 A 8 0 51 6 CA A 8 0 A B C 641An9a ec 4 4 6 4 4 8 4 4 8 4 4 8 • 4 0 1 4 e 4 4 0 4 4 8 4 4 8 I881 8 i113 $ ■ 42 a 119 110 116 18 108 1118 90 00 a 8 0) 98 70 79 70 71 71 71 98 0 40 61 61 51 45 48 45 489 as 128 996 117 117 117 106 100 708 00 a 97 90 10 90 a 82 42 46 139 66 65 86 60 51 51 61 006289 189 128 128 120 120 170 111 111 111 06 101 196 91 a 04 98 01 a 77 a 72 81 69 61 61 80 64 54 9 131 131 Al 123 123 10 115 108 116 107 04 107 BO M 99 0l 78 01 77 00 77 96 M 08 a 47 81 609 136 138 166 140 113 OB 189 A t20 119 86 118 108 70 106 90 66 a a 57 86 73 48 73 44 42 a 6810 188 129 99, 138 108 130 129 987 129 116 81 116 109 74 180 CO 66 103 34 81 60 70 46 77 62 40 ei 669 198 124 96 131 198 131 148 88 126 116 77 116 998 U 98 04 a 10 78 51 03 17 44 M 69 80 76 729 140 110 10 166 04 136 123 61 129 108 71 123 99 a 117 a 67 111 72 47 99 as 40 67 54 ee 77 789 142 107 142 106 86 108 117 77 131 1022 a 10 01 a t20 69 54 114 68 48 18 68 38 a 9 31 79 9 149 166 146 163 a 137 114 75 92 98 60 126 98 a 121 eo a 910 98 44 819 87 a ea ti0 a 74 90 9 910 91 148 116 713 142 F 6 3 1 8 88 a 120 77 a 114 98 48 198 67 88 00 46 32 74 A 28 64 989 149 86 1! 10e 71 109 02 el d0 61 63 121 74 47 1W 86 42 96 64 36 80 46 30 49 40 A 60 1809 116 78 18 as a ltl a 64 93 A a 07 N 4 9B a A 66 46 31 71 41 27 41 36 N a 1119 111 73 441 63 61 139 00 8 90 A 46 134 8 41 03 a A 98 47 91 70 48 00 60 M 23 8 1209 106 8 m 06 C 920 74 40 114 a 49 98 a M 06 a 14 71 48 28 94 A 04 a 8 21 46 144 In 116 8 118 72 47 96 8 40 8 64 33 80 46 51 Si 00 26 81 0 31 44 31 30 A A 0 8 TABLE 108 246818 Nom. 11.9. 411213441 76•996999442441211442119 Dodo 19994498* 1 09999 0911910 14912 6449 609 409 799 869 099 9109 190 In 140a 1856 202814 9 615 6819541 o.. 194 LW 8 A 6 09 9 C 51 B C A 9 c A • C A B C A • C A • 0 51 9* 6 o Mobs. 4 4 6 4 4 6 4 4 8 4 4 8 4 4 6 1 4 9 4 4 8 4 4 a 4 4 6 8 L 9 $ 429 170 116 170 176 112 110 176 90 170 170 170 10 170 176 176 170 110 170 10 110 174 120 120 10 170 19 170 4081 170 174 170 170 10 170 176 I30 170 170 179 170 10 80 170 110 170 90 10 110 176 10 170 170 174 174 173 60.6369 90 110 110 170 170 170 170 170 170 170 00 170 170 141 170 10 to 170 170 160 10 175 9e 170 179 09 170 84 9 170 170 170 170 175 170 10 140 117 170 78 170 110 144 170 170 141 10 10 140 170 170 140 170 170 140 90 609 10 170 170 110 181 170 110 107 1777 170 OTT 170 170 111 t0 10 117 110 170 116 110 170 to TO 70 110 tm 819 170 1112 170 176 842 170 170 128 170 170 114 170 170 112 170 96 KO 170 161 03 170 186 993 170 100 106 170 669 170 162 170 170 to 170 170 120 170 191 111 170 160 01 170 111 66 170 144 94 170 149 94 170 143 44 110 729 TO to 170 10 114 170 O3 107 170 144 48 170 130 8 170 iM 877 170 128 81 170 120 74 170 110 79 10 7681 170 128 170 170 111 990 18 108 170 130 91 170 126 66 119 129 80 10 112 74 969 106 71 151 09 71 9 0 Ae 170 413 170 164 *38 170 10 a 170 194 le 175 134 a 170 111 77 170 109 71 101 109 48 154 9 2 67 159 009 00 160 170 198 01 170 to a 10 111 T3 166 � a 18 N 83 142 as A 149 81 as 120 se as /0 969 144 W 170 120 66 90 113 74 114 102 W 18 94 8 NO 47 0 190 70 67. 117 73 46 476 64 46 06 10881 130 09 170 111 73 199 as 44 148 (a 98 to A 98 120 19 40 112 A 44 00 81 48 41 A A a5 111 a 120 8 10 08 71 161 a 8 /47 a 98 127 74 61 10 a Q la 44 42 46 58 38 67 63 36 8 120 9 119 70 70 40 a /47 a a 10 78 61 10 71 4a 06 a 43 97 A 8 98 8 14 70 40 62 72 144 9 94 8 127 80 85 1106 70 40 a 93 41 61 a A 75 98 84 46 43 _ 30 56 41 27 40 A 25 44 TABLE NOTES: O USED IN EXAMPLES 1) LINEAR INTERPOLATION BETWEEN SIMS AND/OR DESIGN PRESSURES IS ALLOWABLE. ON SHEET 18 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON 1768 SHEET. 3) THE STANDARD CUP MAY 8E COUNTERSUNK THE INTERSECTION U•CLIP MAY NOT BE COUNTERSUNK 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL. LOADING TABLES (TABLE 10S). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TASTES, (TABLE 10A). 98 01 *'599d .7 1- ' >:7•r416 t01 Florida Bak ' 77 0628 .c • . Nem 1,1:1•17; rf( NUM- .. F1 18840 0061119 .71141111191 • LYNb �� �1.••' �7cENSF��,P ` * No.58705 .,* �O�•. STA OF ''' /°-OWAL EN.: A. LMILLE'i�, P.E. FL P.E.# 68708 1.26" X 2.11" X .125" TUBE L ULLION AND CLIP --i 4.125• CLIANGLE 608378 ALUM. +f 6- SECTION EXTERIOR USE 2 CLIPS PER MULL ENO ALLOWABLE SCREW PATTERNS INTO CONCRETEJCMU INTO WOOD/STEE JAL TABLE 11A 1.26" x 2.11" 0 .128" Alum Tea Bait Rectangular Lam Design Poraa ObOO OPaein5 (7n1541 a H0deo0.ai) 801n 601n 70 In to In 9010 100 In 15010 Maim are! T y q , tae 7a6115 A B C A B C A E I C A I I C A B C A 8 C A B C St Wagon 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 • 5 L I 42 h 117 97 117 55 81 08 51 69 81 70 131 70 53 54 63 66 49 56 35 90 35 410 53 50 50 45 45 55 55 85 63 48 4 48 42 42 42 35 36 38 24 24 24 60.620 In 50 65 66 85 55 56 47 47 47 41 41 41 35 35 36 32 32 32 20 20 20 54 h 57 57 57 48 4 45 35 36 35 31 31 34 30 4 30 27 27 27 17 17 17 BO In 42 42 42 34 34 34 35 29 25 23 25 25 33 22 22 10 19 10 39 32 631n 37 87 37 30 30 3D 28 25 25 22 29 22 16 19 10 17 17 17 Sete 32 32 32 35 26 25 22 22 22 19 d 10 17 17 17 18 16 15 72178 20 25 25 20 20 33 17 17 17 M . 15 15 33 26 29 z1 23 zo 761n 21 21 21 77 17 17 15 15 18 ' eb, 76 is 26 25 78In 20 20 20 16 18 15 17 17 17 TABLE 118 1.3r 0 L W a .12F AIm3 Tela MeO Td11119pIUTOpsddd Leming 17991331 Parena OPa WB 034901 or Horta eY4 50 In 83h 701n Oh 0000 100 In leofo Maims s a d 3491931911131.9 She Tibia B B C A B C A B C A 5C A B C A B C A 0C •WA0dim0 2 2 4 2 2 4 2 2 4 2 3 4 2 2 _118 4 2 2 4 2 "134' 2 4 E 2 1 1 4253 157 tae 167 140 126 149 , 130 119 130 135 118 135 134 134 134 118 134 118 134 481n 106 1013 198 06 05 95 93 Be 066 01 N 61 76 70 79 79 70 7/ 19 76 50.52551 91 91 91 79 79 79 72 72 72 07 87 87 65 e5 65 64 64 84 64 64 84 5410 74 74 74 54 94 84 58 58 55 53 53 53 51 51 51 49 40 40 M 40 49 8010 53 53 53 49 46 4e 41 41 41 37 37 37 35 36 35 33 33 39 32 32 32 631n 46 46 48 39 30 39 35 36 35 -32 32 32 29 29 20 28 2e 26 213 513 20 801n M 39 39 34 34 34 90 30 30 27 27 27 26 25 25 24 24 24 22 22 n 7210 30 30 30 25 33 26 29 z1 23 zo m 10 19 19 1e 16 18 16 t0 15 76 is 26 25 25 22 22 22 19 19 19 17 17 17 1e 1e 16 18 16 16 7610 23 23 23 23 20 20 17 17 17 18 18 18 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SAS AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 9) THE CLIP ANGLE MAY BE COUNTERSUNK 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARITRAPEZOIDAL LOADS4G TABLES (TABLE 11 B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANC AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE 11A). �al .1 1 Sm 1r 1 76019e8 as eeagivto2 win3 13. MAW >...... Ca6.. BMe *3584 Bad. r,.4 .:•...... 1'111 U l l h,1 A. LYI MILER, P.E. FL P.E.0 587115 30°/3255 TUBE BAY MCILLION AND CUP -'j I —.129• 1 CLP WILE 8063 -8 ALMA X- BECIWN USE2 CUPS PER MULL EAU ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEL/AL TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 12B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES. (TABLE 12A). TABLE 12A 3.2r 30 OEM K BAY MULL MKmngJar Loading Design Plaae6e MOO Cpe nrg (1.4741381 er I681 ah4) SO In 8018 70 In 6018 YON 100 In 11018 16018 Anchor and 8 3 6 5 9 7 3 . 7 3 6 1 . Be6 Table B A B C A B C A B C A 0 C A 0 C A B C A 51 C A S C 6o1 Anchors 2 2 6 2 2 0 2 2 6 2 2 6 2 2 6 2 2 6 2 2 6 2 2 6 2 42 N 119 97 119 100 01 109 90 60 00 89 61 00 79 54 75 71 40 71 88 44 68 46 30 45 4618 126 06 128 106 71 117 02 61 106 81 63 66 72 47 90 66 42 82 50 29 74 40 27 61 6602818 123 81 128 102 67 120 68 90 111 77 80 103 OS 46 94 51 40 as 96 37 78 36 28 54 841n 116 76 131 M 83 123 ea 84 116 72 47 107 64 42 60 67 36 01 52 34 83 30 24 67 6001 103 65 139 83 37 128 74 40 120 65 42 113 67 38 100 62 34 60 47 31 80 92 21 55 6316 90 65 p8 02 54 130 70 46 122 82 40 104 69 38 01 49 32 51 48 ?0 73 31 20 60 6051 94 02 130 78 81 126 07 44 106 60 39 63 62 54 61 47 31 72 43 26 66 20 10 46 7251 93 87 IZZ 72 47 100 62 40 84 54 36 72 46 31 63 43 28 86 20 28 61 T 10 64 78 in 02 64 106 06 46 86 68 38 72 31 34 40 46 30 84 41 V 48 87 24 43 26 17 20 76in 96 83 99 96 4 4 7 8 67 37 67 90 83 67 4 4 36 65 40 36 49 36 54 45 26 16 37 0051 84 48 44 62 30 62 44 82 44 38 20 36 33 26 33 30 20 30 27 21 27 16 16 80 18 18 9651 63 42 69 43 38 43 37 30 37 32 27 NI 29 24 20 26 21 20 la 19 22 16618 38 m 06 31 31 31 26 26 28 22 21 22 21 03 21 20 16 20 16 20 18 18 18 18 18 18 111 16 18 141 16 10 16 29 11181 88 36 35 29 29 29 24 24 24 12018 144 N 28 18 20 M 28 /8 23 23 23 19 19 19 17 17 17 16 16 16 x 19 19 10 16 16 93 1201n .. �... 3.26' K BAY .-- 731•66244823949414151 lam' omega plasm lam) 30 BE®. MIBL Opening (816661 4e' 41919248) 609* 609, 7051 0018 6018 10018 11018 16018 Annear MI S11Oebat61160. 56e Abe It A • C A • C A • C * 0 0 * B C A B C A • C A B C 641Aadem6 2 2 6 2 2 6 2 2 6 2 2 I 2 2 6- 2 3 6 2 2 8 2 2 6 I ��b y 9 i 42 N 170 ' 130 170 1m 126 170 170 110 170 170 119 170 170 110 170 170 110 170 170 116 170 110 110 170 4811 170 116 170 157 ' 103 170 148 08 170 136 w 170 136 95 170 136 M 170 135 90 170 196 Y 170 50.626 In 163 107 170 148 96 170 134 69 170 127 63 170 123 61 170 121 80 170 121 10 170 121 80 170 641n 150 03 170 123 67 170. 122 80 170 114 76 170 110 72 170 167 70 170 109 70 170 108 70 170 6018 131 69 170 116 70 170 104 60 170 07 64 170 92 63 160- 89 66 162 87 67 148 09 67 146 6318 129 51 170 180 71 170 27 44 100 00 69 106 60 68 142 12 64 124 63 32 129 75 61 126 6018 116 m 170 101 57 106 01 90 147 64 86 153 70 62 123 76 60 117 73 48 112 71 47 106 72 N 101 60 140 91 a0 126 6t 63 111 76 49 NO 70 46 02 60 413 00 63 42 02 00 36 le m N 96 04 128 m 68 100 76 60 93 M 46 64 64 42 17 61 40 72 58 90 55 64 36 62 1010 96 02 110 ffi 64 06 73 48 8 87 44 17 62 41 71 89 9e 00 09 37 62 67 84 68 9018 74 53 74 m 46 63 66 40 66 49 m 16 M M 41 ffi 41 ffi 80 38 32 ffi ffi 9215 0 1 4 0 6 1 83 42 99 4 5 3 7 46 49 34 0 56 31 58 96 26 96 31 27 3 1 36 29 29 979 N 43 43 49 9B 36 38 31 31 31 28 20 b 28 26 26 29 23 79 21 21 21 15 12 15 111 N 98 m 39 33 93 39 20 29 29 26 26 26 , 29 23 29 21 21 21 19 19 10 16 16 93 1201n 31 91 31 29 26 26 22 22 22 20 20 m 187 16 10 16 141 m 18 16 16 .... .. 14418 19 18 48 1e 18 16 .. .. - .:.. -. ::. 1 NUM TUBE MLJ QN 6 iioJ LU w; SSI(JNA.- -1,•. A LYN1I4 7Oa1L 1EFR, P.E. 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THE WINDOW FRAME DEPTH L4 2 -1/4'. THE OPEMNG REQUIRES A DESIGN PRESSURE OF +ADO PST. 1) SELECT WHICH METHOD OF ATTA DNENT S THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE 8, SHEET 3. FOR THIS EXAMPLE. ATE TYPE 'C' WILL BE USED FOR BOTH ENDS OF THE VERTICAL MULLION. ION 2) THE MUUJON LENGTH IS ST AND THE OPENING B 32''+32 -Gr. BECAUSE THE SILL oF TTE WINDoWS ARE NOT MOTORED, THE TABLES USING RECTANGULAR USED SCAN THE MII WON TABLES FOR AA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH 2OF 1N' AND OR 550580 REQUIRED OMEN L PRESSURE OF +30.S415.0 PSF WREN USING THE '0' COLUMN AS DETER PI THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SEE AVAILABLE. FROM TABLE 3A. SHEET 7, THE 1' X 2.7W X .975'MULLION MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +682.0 P8F AND WOULD NOT BE SUITABLE FOR TIM ApPUCATK]N. FROMI TABLE 4A. SHEET B, THE T X 2.78' X .BIND' MULLION (4.E1-GTH a 80'. OPE4I4G 60'. 0.M) HAS A TIM NU PRESSURE OF +Z'O'O PSF WHICH EXCEEDS THE REQUIREAENTS FOR THE OPENING AND MAY SE UST;) N THIS APPLICATION. NOTE THE NUMB OF ANtl4ORS REQUITED 84 THE CLP. BEMUSE THE MULLION ADDS Y TO THE WIDTH OF THE MULLEIN) l.66 . THE ADJUSTED BUCK WIDTH IS 32' +T +9T415. WWI THAT THE DESIGN Is STLL /PPLICABLE FOR THE ADJUSTED WIDTH. 9) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PACTS USED WITH THIS MULLION SYSTEM► . THE LOTASIt DESIGN PEE, OF TNLLHONS OR HT3ESTRAT1DN PRODUCTS, WILL APPLY TO THE METALL ASSEMBLY. FOTAL DESIGN PHA REQUIRES THAT THE BOTH THE #81.136)1 AND THE FBE5TRAT*ON PRODUCT BE INSTALLED N ACOORDANC£ WTTH THE INSTALLATION SPECFICATIONS INTO BSPECRIE SUBSTRATES PAD FENESTRATION PRODUCTS TO M ULLE N. EXA AHF`,E 2: MLLTWI E MBLLION4 HULL it t NUWON 4 Oe®MM7 FOR WORM THE BINJXNG SUBSTRATE IS KNOW TOBECMU1ONT HHEJAMBSANDUSESACONCRETE HE AND SLLTHEWNDOW FRAME DEPTH Ems• THE OPENING REQUIRES A DEIGN PRESSURE OF 440.6086.0 PBF. 1) SELECT WHICH METHOD OF ATTACHMENT E THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B. SHEET 3. FORMS EXAMPLE MENORISUBSTRATE TYPES. WILL BE USED FOR THE END OF THE HORIZONTAL SU WON ATTACHING IN GNU AMP TYPE `C- INTIERSECTION 11411P)WILLBE US®PORTHEI D ATTACHING THE HORIZONTAL MULLION TO THE ALUMINUM VERTICAL M U M ON FOR BOTH ENTIS OF THE YEMEN. MULLION ATTACTING 10 CONCRETE_. TYPE *A WILL BE U. 2) CHOOSE THE LONGER MULLION MST. FOR THE VERTICAL MULL. THE r I K 4 LENGTH IS 32,4r.104" AND THE OPENING IS 35+38 X72': BECOME THE FRAME OF THE WINDOWS ARE ANCHO TED ON ALL 4 8DES, THE TABLES USING TRAPBODAL LOADING MAY BE USED. SCAN THE MULLION I ION TABLES FORA MILLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23U' AND WLL MEET OR EXCEED THE REQUIRED DESIGN Plate OF +-36.O PSF WHEN USING RHEA' COMM AS DETERMINED *I THE PREMOUS STEP. P THE TABLE DOES NOT STEW THE EXACT SEE USE THE NEXT LAIC DM AVAILABLE. THE 2 X V' IK.UiON ON SWET 14. TABLE 1178. MEETS OUR RECIMEMENTS WITH A DESIGN PRESSURE OF +488.0 PST. NOTE THE NUMBER OF ANCHORS REQUIRED N THE CLP. BECAUSE T) EMILLIONADDS2` TOTHEWIDTHOFTHEMLlED UN IT. THEADJUST ED BUCKWDTHE36' +2°"9674'.V Y THAT RE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED WEIN 3) FORTHEHORIZONT ALSUWON, THEMULL LENGTHB38 `ANDTHEOPENINGIS9t"+7T-1O ".BE:GUSTIEFRAMEOFTHEWIIC 8MEMTI, HOREDON ALL 4 SEES. THE TABLES USING TFUIPEZOIDAL LOADIM MAY BE USED. SON TIE MULLEN UTILES FOR A MULUOT4 THAT IS AND WILL MET TOROREXCEDTHUEt 0E8IGNP 44UX-66.0 MEN N STEP I. P THE TAME DOES NOT SHOW THE EXACT 61. USETHENEXTLARGERSIZEAVALA LE. THHE1' X2 .75X.975TUBEwiU.IONONTABLE38.SHEET 7 MEETS REQUITEMIRES MITH A DESIGN PRESSURE OF 4/4711.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED WOE CLP. BEMUSE THE LNLLION ADDS I' To THE HEIGHT OF THE MULLED UNIT. THE CA ADJUSTED TTHE VERTICAL MULLKXt Y T SOME MULL CORD PRESSU E U6� A3 APPLICABLE FOR THE ADJISTED,HEMGHT. NOTE THAT THIS IS A O NT LONG AS THE FINAL DESIGN PRESSURE REQUIREMENTS ME HET. 4) FOR THE INTERSECTION CUP NINE HORIZONTAL MULLION TO YEMEN. MULLION. USE 2 ANCHORS AS SPERM ON THE INTERSECTION CLIP DEVIL L FOR TINS MULLION N SIFT 7. P115 40RS &HELLO BE #12 SHEET METAL SCREWS (ANCHOR TYPE C) SPICE THE ATE IS ALUMINUM. SEE TABLE B. ewer 3. W . LENGTH MU UMW 6) FROM THE ABOVE STEPS, OUR MULLION DESIGN PRE3SURE IS +F86.O PSF FROM THE VERTICAL MULLER 44170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO oat 4M711.0 PSF FROM THE 96' HORIZONTAL MULLION ATTACHING TO THE VERTICAL. SUWON INTERSECTION), THE LOWEST 0WEN PRESSURE IS +466.0 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 6) VE3BFY THE DESIGN IMMURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOMER DESIGN PRESSURE OF MULLIONS OR FENESTRATION PRODUCT'S. WILL APPLY TO THE OVERML ASST ABLY. FINAL DESIGN TIRESOME REQUIRES THAT THE BOTH THE MILLION AND THE FENESTRATE PRODUCT BE INSTALLED 84 ACCORDANCE WITH THE INSTALLATION ATHON6 INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO FOR IIERHCALMAL w8peeda esuphAruced. DaRe Hydaq OMB* 4 , �tt1Y All /yr Pug- !1a /AI ��r A. P.E. FL P.E.6 6B7R6 11/ Olif '2[111 11: __ iL''FO• •• •. 1NF M'iAi +91 rL :r3126 PAGE E1_/tf!1 A RD CERTIFICATE OF LIABILITY INSURANCE I DA;E(0312�1� ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(iee) must be sndoreed. if $tJ ROCATION IS WAIVED, ettnjeOt t0 the terms and conditions of tho policy, certain policies may require an sador&ornent. A atatament on thiy vertifcate does not confer rights to the certifirate Bottler In lieu of BVCh endOrsement(s', PACOUCER .NISI( :rinser P;OQraris, LLG :19 East Livingston Street ,_ rla,tdo, FL 32801 CONTACT NAME' PHONE $68.481 3 FAX A/t Na �111L WC, Idyl' 41SS• IN0URER(0) AFFORDING GOYBRAGB HAIG N INSUP.FA A .Ca3110P001l National lnsurancr. Cbr1(Y ny 471'34 UrSVR® Neeuuti.c AM.^a0eme'r11. ir`t:. NM: Man(;ament I. I.Lr: • RMI Manarelnent !1 LLO: RAN Ma&aaemant 11 LL. , F MI Manaanment W LLC 281 Mar Street Swle 5 FnaJrLLrg, MA 0'424 ___ tN&UR44 0 INSURER G I 1 INSI :Ran U: INSURER E: IWSl:RSA F: MENAGES :tERT1FICATE NUMBER:H4M142WM REVISION NUMBR.: THIS 1$ TO CERTIFY THAT THE POLtCIE.5OF INSURANCE LISTEC $E Low NAVE BEEN ISSUED TO THE INSL)RED NAMED ABOVE FOR Tr1E PCLIOY PERIOD INDICATED. NOTWITHSTANDING ANY RaOI :IREMENT, TERM OR CGNCiTION OF ANY CONTRACT OR OTHER 0O0JMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 6E ISSUED OR MAY PERTAIN, THE INSURANCE 7 FFOR..7EU BY T Hr P0. IGIES DESCR1EE0 HEREIN tR SU8JECT TO ALL THE TERMS. EXCLLISICNS.AND CONDITIONS OF SVC, POLICIES. LIMITS SHOWN MAY HAVE fiesty R tpjCED BY FAIR CLAIMS. 11111R 'ADDL SUBF.. tt POLtnY Er'F LTR TYPE OF INSURANCE BLOB I wvp POLICY MURDER ! Ikgt /Dntrrfl 1 POLICY i.__ Y LAN/PDrr UM TO � LEAC 1 OCCuk iE5N,:E $ i 1 G NERAL LA&UTY COIOIERCIAL sE:NERAL 1 LIABILITY J OCCUR { T I CANAGL TO 111'4 ■ _0 PREMISES [Ea txe.rrcnee) 19 1 1 CLAIMS -MACE. I 1 NW EXP (Ary /ma Damon) ; ;. $ ? PERSONAL 3 ADY:NJURY $ 7 tiENl _ ,F.NER9LAGGREuATE i3 Ari F.ECLSTE LIMIT APP :IE� PER- FGLI," F-17- n_LOC . .. vT5 COMP/OP ACC $ $ ' AUTOUCBILE L;AB.UTY � ANY AUTO � Ai-LO'A'NEL �'' SLHEDULEO AUTOS _; NON-O NON- pw;aEC •Tj '�IREC AUTOS Al. T03 1 f�C¢A+aaIN0o 61N0 G I $ '5OUILYIN.IVc'Ylvorclstln) e $ 1 :'iNJUR'(i.5erB¢Lhpynt) $ �P.Q,�UiL PR.7PER1'Y ONACE- $ j�Pef =mend .�. UMBRELLA LIAR EXCESS LAB _- OCCUR CLAB1S•MACE �' • • EACHC�OCORRErC: ` I 40inFI.50$TF $ DED RE7EiTIDNa E A WORKERS COMPENSATION I AND EMPLOYERS' LIABILITY ANY V4GPAIETO0JPCFTN ER aXFCUTN - E r 1 OFFICEPA/EIMBER Tat:U10E07 NIA mandatory In nut) if yyee C¢sCrlar W DEShRIPT l OF UDE• •Tt/ H, : r�, 1,N8LJHPEU002$901 1 ?1/0112011 I I 0110'1,'20'12 ■ X rosy TAru ' 1cEP L I E.L EACH 2CIDENT $ � •J ' E.L. DISEASE. EA .APFLCT'EE 5 1:700,000 ra:•:, oistkiE a;1UCY r WrT $ 1.300.000 Is 1$ I$ 1 11 DESCRIPTION OF OPERA, IONS I LGCAT1ON9 / VEHICLES (Attach ACORb 10!,A¢dlepnw R¢mkr'd SeP¢dula. It m,respad¢ Is rtsiulr¢d) {Coverage is extended to the esasd ernp,oyioa of enemata omp!oyor (Alodarne, Florian. Georgia, 1 :,inoie, Keneez, Penneylvanle & Teo o).ltuinaway Rain Coruna! #301 SSE (Effective 1(01109) CERTIFICATE HOLDER QJ)rido ConStrU',`tk:r1 Cara. '972 NE 119 Road North Miami Beath, F. 33181 SHOULD ANT OFTHE ABOVE DESCRIBED POLICIES RE CANCELLED BBFCRE Tilt .XP1RAT10N DATE TI1 REOF, N01ICE WILL BE JELlVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTKORIZEO REPRB &ENTATWE .11, , 1i ACCORD 25 1,2010105) Pap.1 ^ of ® 19118 -2610 ACORD CORPORATION. All rights reserved. The ACORD rrame add logo are re. g istereei marks of ACORD