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HomeMy WebLinkAboutNOAM IAM I•DADE� l MIAMI-DADS COUNTY ti s - mPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 Ai(r',�'�i g�CEi (NOA) w w.miamidade.eov/economv Lawson Industries, Inc. 8501 NW 90 Street SCANNED Medley, FL 33166 BY gtdP'° St. Lucie Coun� This NOA is being issued under the applicable rules and regulations governor the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other. than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes: If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets I through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and exr;rar;nn dare by the M;am;_I)ade .panty Product Control Section. IMPACT RATING: Larse and Small Missile Limitations: 1. See Non -reinforced mullion tributary width (W) VS span and type in sheet 3. See reinforced mullion tributary width (W) VS span and type in sheet 5. See mullion types and properties in sheets 2 8c 4. 2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9. 3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0222.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-1212.24 ntant vane courtrr Expiration Date: May 30, 2018 A v l D te• Feb uar 01 2018 ppro a a r y , �u\�cd Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 & 95- 1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision C dated 02/16/17, prepared by manufacturer, signed and sealed by Thomas J. Solos, P.E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering &.Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.(Submitted under NOA No. 02-0501.05) 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 120" span aluminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1) Large Missile Impact Test Der 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 sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted :ender NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E.(Submitted underNOANo. 95-12I2.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212) l Ln� 1 • t�aNS— ish q 1. Chanda, P.E. Product Control Examiner NOA No.17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer; dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E.(Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.07) 3. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02- 1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E.(Submitted under NOA No. 02-0501.05) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.", approved on 11/06/14 and expiring on 05/30/17. 2. One year approval, subjected to successful verification test. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10 and last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. Note: This revision consist of editorial changes of FBC 17 (61 Edition) code compliance. B. Test 1. None- C. CALCULATIONS 1. None E-2 Is aq I. Chlri ands, P.E. Product Control Examiner NOA No.17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61 Edition) and "No financial interest' dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo, Senior Design Engineer (Submitted under rile # 17-0222.13) G. OTHER 1. This NOA conditionally revises # 17-0222.13, expiring 05/30/18, subjected to successful verification test. Ish q 1. Chanda, P.E. Product Control Examiner NOA No.17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-3 ANCHOR/CLIP GLAZING PRODUCT 3 ANCHOR/CLIP HORIZONTAL MULLION TICAL VERTICAL LION MULLION GLAZING NG [ANCHOR GLAZING PRODUCTCT PRODUCT ICLI •` L wi W2 W3 MULLION SPAN WIDTH (W) = MIT + Wz + wJ 2 VERTICAL MULLION j GLAZING GLAZING z j¢ ' PRODUCT PRODUCT �N 3 - ANCHOR/CLIP ANCHOR/CLIP GLAZING PRODUCT r HORIZONTAL MULLION GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT qa 3 VERTICAL MULLION ANCHOR/CUP wl wz WIDTH (W) = wl 2 w2 TYPICAL MULLION ARRANGEMENTS THESE NULUONS ARC RAFED FOR LARGE MISSILE IMPACT AND CAN 8E USED WITH ALL LAWSON'S MIAMI-DADE COUNN APPRUVEO'IMPACT AND NON -IMPACT PRODUCTS. MULLION RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 3 IOTHIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA DIALLING CODE (20)4-51U Ed, n & 2017-61E + n EdIURn) INCLUOINC HIM NROOTY HURRICANE ZONE (HVHZ). 3 2. ALL GUZINC PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RES'STANCE. S CUAROS ETC. II J. MULLIONS ARE APPROVLO FOR IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 3 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SRUCTURE. S 5. ANCHORS SHALL BE AS '_ISTEU, SPACED AS SHOWN ON DETALS. ANCHORS 3 I EMBEDMENT i0 BASE uARRIAL SHALL BE BEYOND WALL pRESSINWC OR SIfILLO. 6., ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APFROVAL. Z. A LOAD DCRADON INCREASE IN AL:OWABLE STRESS IS USED IN DESIGN OF WOG) ANCHORS ONLY. B. MATERIALS INCLUONG BUT NOT UNITED TO STEEL OR METAL SCREY5. THAT COME INTO CONTACT WITH OTHER OISSIMIUR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLUG. CODE - SECTION 200D.8.4.- MHI IONS NOTES. - `OR MULLIONS WITHOUT REINFORCEMENT RE°ER TO SHEET ? OF ID FOR DETAILS AND NOTES. REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH S1EEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOn CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 3I 6, 7, 8. & 9 OF 10 FOR DETAILS AND NOTC5. + w ` REFER TO SHEET 10 OF 10 FOR MAX, ANCHOR DESIGN PRESSURE CHARTS 3 II 3 x ABooucrlLcvispp O BrWnE4 �Htltb RAti4f 3 AasWfea No 1�-I212.2 `I CrplrAlltl hlAM��15 Fis" I56 2% MULLION CLIP 600-TS I MULLION CLIP 600-16 C.L. Norcx 02nonaL .125 MIN. M' z9pp LANGLE CLIP 2 %4' LT STO TUBE ^ SLLL9N 2 % 6 STO TUBE MULLION -zDDa� STANDARD OUi —TI TYP. wN1 ..1 AUOv - 6063- _rYPICAL GLAZING PRODUCT J_ az5 A62� Dm FRnteE lefir��.IDx i 042 1 X 4 CUSTOM MUI LION 6061-r6 lax: 2.070 in. Sxx: 1.035 ink ZFCG ALL MULLIONS CONTAINING TYPICAL GAZING PRODUCTS HOR17ONTAL OR VERTICAL SEE WNDNv OR DOOR APPROVAL ION FASTENERS SIZES AND SPALING CLIP LENGTH N26 ALL CU PS AND ANGLES PRE TO FII UG INTO TUBE MULUONS. WHERE ANGLES ARE NOT FIT SNUG 0 TUBE MUL'JONS. SEE OPTIONAL OHOR DEAIL AT SHEET 9 OF 10_ 2 X 6 STD, TURF MUI I ION 6063-T¢ Ixx: 8.280 in: Sxx: 2760 ink 11I32 I i .12] SL 1 p }062 ]mp 11] 2�0 2062 I I I 2I{mp US1MGM 156 r1 .OZ6 1.19fl I�I062 LI08 LIA62 1 X 3 1 X 3 1 X 2 1% 2 CUSTOM MULLION CUSTOM MULLID CUSTOM MUt 110N CUSTOM MULLION GGII-T6 60W-t6 6C6]-r6 COU-I6 Ixx:.1.000 in: Ixx: 0.95C in Ixx: 0.370 in: Ixx 0.330 in S.G 0.667 mn SAN. 0.633 ink SAN: 0.370 InI! Sxx: 0.330 gin° I �LDpD I ....,�- Izs �z.DDD� � � Cawu1 mDy a Gpo I I azs b 1zs J-0 znw ADOp I- 7 X 4 1% 3 1% 2 L STD. T1606 MOLLION STD. TII_BM L STD. TUBE MULLION 606J- fi 60fi]-i6 6063-76 2 % 4 Ixx: 2.W0 in Ixx: 0.950 in Ixx: 0.330 in: STD. TUBE MULLION Sxx: 1.035 iT! Sxx: 0633 in° Sxx: 0.330 iri 6063-r6 Ixx: 2.980 in: Sxx: 1.490 in° INSTRUCTIONS: USE CHARTS AND GRANS AS FOLLOWS. 51FP 1 DETERMINE DESIGN L0.N REOUIRED MR PMRCJN9 OPENING, STEP USE APPROVED OWING PRODUCTS MEETING ABONE LOAD REDMIREMENTS. STEP 3 USE CONNECTION r0 UUWCN AS PER PRODUCT 0 PRWAL STEP 4 SPECHY MATMUM SHIM SPACING. USING CHRTS ON SHEET I CF 10 SELECT MULLION STE STEP S A TH DESIGN RATING MORE rNAN DESIGN LOAD SPECIf1ED . STEP I Ate. USING ANCHOR TYPES ON SIELT 5 PIRU 9 .MO ANCHOR CHARTS STFP 6 ON SKEET 9. SELECT ANCHOR N E MIN OES16N AAUTAG MORE 1. rHE DESIGN LDNS SPEC... IN STEP I AB:NE RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS, NOTES 1. REFER TO THE CENERAL NOTES ON SHEET I OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACX CONFIGURATIONS. 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Shp et [®^f nsee Bete toe mp f9D2011 /]@�/T [�Q'I 1 L LAWSON V MEDLEY, FLORIDA T 55166 iry u Sa, iiv on . r6C 5tn m:een (0o14) -E-ZAt PH No. (305) 696-6660 MANUFACTURER OF QUALITY ALUMINUM NINDOIIS AND CUSS DOORS one ./ a8C fim Emeon 3617) N. DRAW z1 10 ALUMINUM TUBE MULLIONS .04 aw N. ea.tzD 11/01/1Y UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES aaai0 LAW-NL-I001 8 of 16 1690 )_ vxs lava a62� 688 'J1z f 1500 y .. 156 TYR __ II'' lz5 ��2 I .1zs NP I,GO P q mA, y 1..as1.132 m 39J19QUP U Z.a00 Z%4I40W 3000]0026J 0 ]J62 D625 �LUS D TUN 'KAIL 3+�v Z �•500-i M N p1x00w FRAME i J o 2% MULLION CLIP le9r J56r �Ia00�1 CP PI a 606J-16 102 I 102 A LtWULU, 662 Lv06x: 1 X 3 neeTCN 'L• \ 600o I X 4 1 X 4 STDTUBE MULLIOSTD. TUBE MWIION 1 X 3 6osJ-TG CUSTOM MULLION W z CUSTOM MULLION CUSTOM MULLION 6a6J-T6 j ,j W6JMul E06]-i6 606J-T6 Irr: a.>09 in: Ixx: aJ09 in• • Ixxi 2.168 in: Ixx: 2.216 in F w E 'nJ .n6 Ixx: 2.168 in. Sxx: 1.445 ai. o o $xr: 2.355 ; . Sxx: 2.355 + Svx: 1.445 in° Sxx: 1.a>9 m 2AW_ (FANGE FRAME) (FLANGE FRAME) (FIN FRAME) ® d y STAVOMO NRUTAi Au_ 2{p0 4 1T. WHL . .IZS' ALL � ALLOT 6p6J-i6 I IS9O q G .750 I' TYPICAL p LLAZDAL PRODUCT T MInI J GP w00 1625 e .In v s •.vov x gOR 6GN b+z su.s. O1r oC. Le lee1X MULLION CLIP 4--]app ♦MC p 606]-t6 gL0011Cr1U[TT® `o a o i� MULLIONS CONTAININGmwbe meibL� ,S .9 'T: xorcN IA TYPICAL GLAZING PRODUCTS c•vs.• �1>—Iz1Z,zy DPnaxu HORIZONTAL OR VERTICAL$ r c 2 O R SEE W:NOOW OR DOOR APPI FOi 2 % 6 2 % < r / FASTENERS SUZE5 AND SPApNc STD. T B M ION STD. TUBE MULLIO 6063-i6 N % ¢ 60GJ-ib _ F c o a v i •s Mx:19.648 in Ixx: 7.649 in,: a z i Sxx: 6.549 ink Sxx: 3.825 in° �•� /1� RECTANGULAR ALUMINUM TUB MULLIONS S 1 C INSTRUC(IONS: USING MULLION PROPERTIES ONLY ,p1L;; L,, •• x ISE ..5 AND CANI AS FW.OYS. tl:• el. THESE MULLIONS ARE RATED FOR _AP,GE MISSILE IMPACT a •?'".5 ' `! $TEP I DETERMINE DESIcx LOAD REpwREp rOR PARnNNR Ov6Nmc' AND CAN BE USED WITH ALL LAWSON*S MIAMI-DADSII LNOTCR `• ^�•+:T' ••( ;n. STEP 9 USE APPROVED cu IiAG PRDDuc15 u¢nxG mow IDAO COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. �.�`✓ P, IL Z•'�d' OPDOIUL REOUIREYFHIS. sywU:�J� O (i L•Q_ STEP 3 USE CONNECIDON TO MULUON AS PER PRODUCT NOTESPA ii : N F K: APPROVN. R9 ulx. STEP 4 SPEan MAI W. SPAcwG. REFER TO THE GENERAL NOTES ON SHEET taw MeN CVARTS ON SNEU 5 Or 10 SELECT MUILON WE 1 OF 10 FOR BUILDING CODE COMPLIANCE. ����'�•-J � N Q!fAfo 1. ALL CLIPS AND ANGLES ARE TO Fli STEP S w1TH DI URNO MOR- TUN DESIGN LOAD SPEUFlED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR !e fr"d'<s'V '• �� A SNUG INTO TUBE MULLIONS. IN STEP I ANI !V LAN LIP 2. WHERE ANGLES ARE NOT FIT SNUG USNC urc TYPES ON S+EEI 6 NAM 9 As0 ANC OR UuxR HORIZONTALLY. F S 7 I 606J-T6 INTO TUBE MULLIONS. SEE OPRDNAL 5-N 5ON ver, A. SE1CG AnI TYPE mr" ... n nNG 3. REFER TO SHELF I OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 OF 10. MORE twin THE DESIGN LwDS SPECIFED .N SRO' I A➢OVE, ARRANGEMENTS OR STACK CONFIGURATIONS. "F 0 CLIP LENGTH MULL t X z L6ee• 1 % O 2.6B8' 1 X 4 3.688' 2. X a 3.688' 2 X 6 5.688• u ^<Z o -1 A o D , Z s� Z C ZAm �S io m 0 _ Z A_ Z D N+ O I Z m G y o<n i i N A L D m N O Z K m o m 0 a m z 4 m 0 0 A- EPO • • - N �A n PoP� +m 'm�Nmmm,'m� W A o A V O q N ++�wmmi+�.aimm N 44--AA aiti oN: �p N A M V 0 + 6 M V N 0 N N C IBLim D 1 A P a a LA^-' ®i ° NEOLEY, F ORIDAT 33166 NDUST k:5, I PH N.. (305) 696-866D MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ALUMINUM TUBE MULLIONS REINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES LAW-NL-I001 5at to Y ■ I I mp � NS n _ I I irk ��I u MIN. a 9= 1 1z - MIN, � z D i n �\ S� c� -- 0 n S NA _____ _____ >:2 O O _ _____�_e____ M fi"= A AU •: z y Im 0 -!� ___[_______ 0 o ? {o 1 1/2" MIN. _ MIN. p y €\ v 2C9 [ o �r7m t co a _ ny meN m -[ y,y,y5 � Om F�S A Oy cn C _ O O �• I P\= 1 2' MA%. P (I. ? 1/2" MAX. O m ? ; O xPz oym � Fina o G N00 m9 O CO (]RIy ' mzo mr n' A I �r i m m m o 1..3/4" N i1 3/4" �\ I 3 4" MIN. _ i i MIN. - / g L? MIN, Z D - �Gb n D 2 E _ _____)'____ aoo SO 6 �N N A -EPN A og IN - - w0z' 00 00 < y o -p � R• z o m -! _ A m E 1� N4" - '^ A C5 4 1 3/4- MIN. oc `�. MIN. y¢EO A_ R_ 1 q S1 Om Z 00 .7 y g� x Fn O a FOr. O O m C) r - A o m O [__==__- C. Cam". P 0. comp— x. i 2Q17 n S O MEDLEY, FLORIDAi Il � Y Y 33166 vs R s 1 PH No. (305) 696-6660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ALUMINUM TUBE MULLIONS ANCHOR/CLIP TYPES, INSTALLATION OETA(IS, AND GENERAL NOTES n...... a......, e..w.e .w.'- . . LAN-ML-]001 � oat• to ti 1:c ra� OF 3 0 r L e 1/2" MAX. r O i ,Zpty 4- Sm I D.^. D Z D _^ so= L ti [r p Z A y O m c __ Z m C z n O x m F �\ I 1/2" MAX. 0 4 X. V jh• n m p C) g z D o n D _ n OS F �1 3 A" 93 _z n ^o >p cz Z F Z m o s O p G y OZ TO o �a f o A A z m F w;= Dom s' LA WS ®1 i/ E501 N.W. 90 ST. N' MEDLEY, FLORIDA 33166 PH No. (305) 696-6660 MANUFACTURER OP QUALITY ALUMINUM WINDOWS AND CLASS DOONS ALUMINUM TUBE MULLIONS ANCHOR/CUP TYPES, INSTALLATION DETAILS, AND CENEML NOTES V tl 1/Y MAX. F I - gmmy D � mFf'mp. 0 oo �va NDZy A2nN { r :zf♦�] y -G \ Z n m A ZA O n Z a O so O xZ m O o A (l ----I__.____�_.. . ti m n �Ca �rl li1 A£D� a li e goN .lz i ii Qib x x C] F r mo o N� .I �13 m 3 ZIm Dc4 UI W Z Y non? ^�� mac. Ao m m : H cDo oo. .. z� .. S A�v ��v9i m > $ I mm vin D Kzo MINN.. m� m� io zicri 1/2' MAX. mo o ;3 x c >u K r o mz 0Oo z m SI V aon o n � ul cl Z m vl Om D A .VO ♦ D = Z n Q U) = U ;I N N Im^4 m n0 D0 n` z px z ti 3/q' ° 00 I f) 111 MIN. o = p £GoG �=p cc Pi Eq y T♦ it II p='De � N mi9 AL eNCINBER a s 3-1/4' / 55225 I MIN. x] '�C � . hJ �• ", R•"No clan a <nls sneer 6501 NW90 �AS •E• C [em0a1ce ./ (BC Sln ECtien ]Ols MEDLEY, FLORIDA 33166 ] �' PH No. (305) 696-8660 0. Ca 10—./ FOC 6h E17 mn 2017) MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS OF u..' m40e �i DOORS ..., N. e6a25 l0 ALUMINUM TUBE MULLIONS N. EWIa �u%ol%n ANCHOR/CLIP TYPES, INSTALLATION DETAILS AND GENERAL NOTES w•� ��•` LAW-ML-I001 •e a 5e l5 mow" °'c' MIN. EDGE GIST. S/16- TA> CNS /IB" CONCRETE OR -�/•' uw. wR[P vrto uYsoxxr 3-3/M' CLIP LENGTH HOIIOH' BLOCK • TOTu (a ox vcn �nxc) MIN. MUW r - 1 % 2 L6BB' 1 X 32.688- X 41 3.688' 1 2-7/16' 1 1 11 2 % A 3 688' 1 MIN. 1 I ¢.• o. ].6 xm 1 i z x x x I. ALL CLIPS AND ANGLES ARE TO FB SNUG INTO TUBE MULLIONS. �__________� 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL I ANCHOR DEAL AT SHEET 9 OF 10. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHCR TE WOOER. MIN. EDGE DIST, LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MUU ONS. fI➢COMS 1 1_3/s xiv. NSE0 INTO MASOxRY ♦ PER t PER ANGLE 3 % E x 1/8- ALVM ARGUE OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK I ANCHORS TYPE 'I' e METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE Y TO VERIFY CAPACITY OF CONNECTION ALL CLIPS AND ANGLES TO BT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 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FLORIDA 33166 Epp Sl6 Eamon (2pu) INn Us'v R2 PH NO. (305) 696-8660 MC am EeAoen (20171 MANUFACT(IRSR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS x. ERAZO c�a O, lO ALUMINUM TUBE MULLIONS v. 6Mip 04ujol%v CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES p LAW-ML-1001 ° to OF Ip eiy�""'c' �'tu a,w16 "F-.w 10 'IZ FJ Fw eCS,y Rf:r Ve rS Ry .A. &-aManufaMourar ©�_� 7� ' It�If91111111 silm IS NtlYFWPopiYPaldP,e}Y Faan¢�i.Balanca_ s NQ You may cancel this bansacUon, Without penalty orobngaUon, within THREE Youmaycancelthiatranmctlon,withoutpei BUSINESS DAYS from the above data If you saxal, any property traded BUSINESS DAYS from me above date. N yo In, any payments made by You under the contract Sale, and any negotiable airy pry"de made by you under the to 'nstrurod d executed by you will be n tumad within TEN BUSINESS DAYS Instrument executed by you will be return following receipt by the Seger of Your cancellation notice. Ifyou cancel, you following receipt "a sellerefyour wnn must make available to the Self at your residence, in substartally ae good must make available to the sailer at your re co idNon SS when received, any goods degrared to You under Oft contract cantldlon as when received, any goods del or Sale, of you may, D you wish, comply with the instructions of the seller or sale, or you may, if you wish, comply v regarding the fetlan shipment of the goads at Due selleh mpdrse and risk regarding the realm Shipment of the good: If you do not make the goods available to the seller and the sager does not It you do not make the goods available to Pick them up within 20 days of the data of your Notice of CanceMon, you pick them up within 20 days of the date of may retain a dispose of the goads without any further obligation. To cmrcel may retain or dispose ofthe goodswimod this tansacgoM nail Or degvera signed and dated copy of this Cancegmion this bamaction, mail ordaiivera signed ar YaUce, or any oDln written notice to 1918 Corporate DrivS Boynton Bsock Notice or any other written notice to 1910 iorida 33426 NOT LATER THAN MIDNIGHT OF Date- /L i1C Florida 33426 NOT LATER THAN MIDNIGP HEREBY CANCEL THIS TRANSACTIDN. I HEREBY CANCEL THIS TRANSACTION. Fes for All Cieda cancel. any Property tract sale. and am of the x 1 I x x I f Date I Buyer's Signature Date ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001.713.37, FLORIDA STATUTESI, THOSE WHf WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TI ENFORCE THEIR CLAIM FOR PAYMENTAGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN.I I YOUR CONTRACTOR OR SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS SU&SUBCONTRACTORS, OR MATERIA I SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YO i HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MI ALSO HAVE ALIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAIN: i YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTC MAY HAVE FAILED TO PAY. 70 PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE AI I PAYMENT IS MADE; YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM AI I PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW TUAT v"l rnucul T Au ATTnRmF i(.UIHYLrA,ARIUll IJ ✓vmml'v - ., ,✓•. ..•.�••...�. ........ _...._.. Ix- x �w//�>r .// 131/ 'a Sgna' yer's Sig tune Date x x x 3 11 Date F 1