The URL can be used to link to this page

WS-15-2962 { r � rt Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL _ Phone: (305)795-2204 Fax: (305)756-8972 �C I Z2A Inspection Number: INSP-282838 PermitNumber: WS-11-15-2962 Scheduled Inspection Date: May 19, 2017 Permit Type: Windows/Shutters Inspector: Porta Jr,Jose Inspection Type: Final Owner: URRUTIA, MONICA Work Classification: Window/Door Replacement i Job Address:361 NE 101 Street Miami Shores, FL 33138-2424 Phone Number (786)356-3445 Parcel Number 1132060135220 Project: <NONE> Contractor: UNIVERSAL GROUP INC Phone. (305)796-9556 Building Department Comments WINDOW AND DOOR REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed `��'� CREATED AS REINSPECTION FOR INSP-248387. Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 18,2017 For Inspections please call: (305)762-4949 Page 17 of 33 R t COMBINED ENGINEERING SCIENCES Structural Inspection Report March 24 2016 City of Miami Shores Building & Zoning Dept. Re: Residence at 361 NE 101 St. Miami Shores 19400 SW 293 St Homestead, FI. Items Installation of windows & door The referenced project replaced all the windows & doors Observed the placement of the tap con screws anchoring the windows to the masonry wall. Typical installation consisted of 4-1/4" tap cons at 12" o.c. along the sided and 3- 1/4" tap cons evenly spaced along the top & bottom. All screw openings on the windows were filled. All the windows and doors are anchored in accordance with the requirements of the member product approval. Work was in accordance to plan and the Requirements of the Florida Building Code. Work was approved. Inspector, Carlos Ensenat, P.E. Reg, No 32566 1214 SW 12 COURT MIAMI, FLORIDA 33135 (305) 856-6345 COENSC®AOL.COM 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL I Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-255590 Permit Number: WS-11-15-2962 Scheduled Inspection Date: March 28, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: URRUTIA, MONICA Work Classification: Window/Door Replacement Job Address:361 NE 101 Street Miami Shores, FL 33138-2424 Phone Number (786)356-3445 Parcel Number 1132060135220 Project: <NONE> Contractor: UNIVERSAL GROUP INC Phone: (305)796-9556 Building Department Comments WINDOW AND DOOR REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-255294. CREATED AS REINSPECTION FOR INSP-248386. Supply letter from Eng(Arch for structural attachment with 2 X Failed Letter supplied does not address placing and spacing of tap cons Correction ❑ . Needed i Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. P March 25,2016 For Inspections please call: (305)762-4949 Page 25 of 31 Permit No. W5-11-15-2962 Miami Shores Village Permit Type.Windows(Shufters o 10050 N.E.2nd Avenue NE P t rk Classification:Window/Door Replacern 11001illim Miami Shores,FL 33138-0000 er nPermit Status:APPROVED toxrnA Phone: (305)795-2204 Issue oaw 11/2612, 015 [ Expiration: 05/23/2016 Project Address Parcel Number Applicant 361 NE 101 Street 1132060135220 Miami Shores, FL 33139-2424 Block: Lot: MONICA URRUTIA - --- --- - . I Owner Information Address Phone Cell MONICA URRUTIA 361 NE 101 Street (786)356-3445 MIAMI FL 33138- 361 NE 101 Street MIAMI FL 33138- Contractor(s) Phone Cell Phone Valuation: $13,500.00 UNIVERSAL GROUP INC (305)796-9556 Total Sq Feet: 0 Type of Work:WINDOWS AND DOORS Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Window Door Attachment Claisification:Residential J Final Sca'nning:3 Review Building I Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-11-15-57867 DBPR Fee $3.75 DCA Fee $3.75 11/25/2015 Check#:437 $222.90 $50.00 Education Surcharge $0.80 11/24/2015 Credit Card $50.00 $0.00 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $272.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNE AFFIDAVIT: I certify th t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru iogn ningF t r m r authori e above-named contractor to do the work stated. November 25, 2015 r A t Si r Owner /I licant / Contractor Agent Date Building Department Copy November 25,2015 1 X16 - Miami Shores Village M Building Department No 24 2015 ` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax: (305)756-8972 BY`- INSPECTION LINE PHONE NUMBER:(305)762-4949. FBCC20 BUILDING Master Permit No�( J - 22— PERMIT APPLICATION Sub Permit No. WS( S-0g6c _ t � ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL � I ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELEATION ❑ SHOP CONTRACTOR R DRAWINGS JOB ADDRESS: �n City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: :BFE: i FFE: e OWNER: Name(Fee Simple Titleholder): t'1)1> > L Q [)[12 04 Phone#: 35:6 3 yam- Address: ?�� 11� t6 ! () t jtj&&gf i City: "/j. �' r,�c 2� State: Zip: 3 `3 13 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 4 t �1 A I 4. - Phone#: f '3180 C3 516 Address: -4 Z_2A P W fi'62 fi� 61 e } City: State: Zip: Qualifier Name: & Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: , Address: City: State: Zip: Value of Work for this Permit:$ 3�� — Square/Linear Footage of Work: �r� 0'ivro!J3 '114,a t 'j 'Chir ^❑ Alteration ❑ New ~�2tRepair/RepSlace '': ❑ Demolition Type of Work ❑ Additipn r Description of Worl�'%$�1.b�R,2 r�cLJ }'A ulYl (A00A., b Lf otC��CS ,b �:LP,1i 9 i,�lr��o r✓s Specify color of color thru tile: Submittal Fee$ Permit Fee$ QLt> CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ 1 Structural Reviews$ Bond$ { TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address , City State Zip f 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... .c 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 c encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is ed. 1 ; the absence Of.such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature %k�, Signature OWNER or AGENT CONTRACTOR The fore oing instrument was acknowledged before me this The foregoing in trument was acknowledged before me this ay of f"� 20 � by day of' ADJ by who is personally known to o is per Hall me or who has produced Aty 19 A U'r) �A— as meor who has produced 'a as identification and who did take an oath. identification and who did take an oath' NOTARY PUBLIC: �u IT WTO NOTARY PUBLIC: -'1� F +�"••,° 1FF9' '° �vug tom+"' t Jos *MY20tiy ��a. . ,sy( V,20 liittti� � .. Sign: Nof�1► Sign: * 'E;• NattuY Print: Print: Seal: Seal: APPROVED BYl II"�1 I r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i MIAMI•DADE ? AIIIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORYAND E O C R S; RCES R) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DI WON T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.gov/economy Lawson:Industries,Inc. 1-�. '�,�. V 8501 NW 90 Street I Medley,FL 33166 NQS 14 2015 SCOPE: This NOA is being issued under the applicable nr es d=regulations governing 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). I a 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-7700(Flange Frame)" Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05,dated 05/27/09,with revision`B"dated 08/11/11, prepared by manufacturer, and 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 Expiration date by the Miami-Dade County Product Control Section. " MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a pern;anent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless othhwW noted herein. ••• ...•:• RENEWAL of this NOA shall be considered after a renewal application has been filejand W-8 11% beery...;. no change in the applicable building code negatively affecting the performance of t6is•product. TERNIINATION of this NOA will occur after the expiration date or if there has WA%revisiafi.oi Qhange' ' in the materials, use, and/or manufacture of the product or process. Misuse of this MA as an endorsement•: • of any product, for sales, advertising or any other purposes shall automatically tern"""this Tj "7ailur•��•• to comply with any section of this NOA shall be cause for termination and removalAf v"k. • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, f jq�ifp, ands:- followed nds•••:- followed by the expiration date may be displayed in advertising literature. If arty pottion oi•the NOA il....; displayed,then it-sluall 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. 12-0127.16 and consists of this page 1 and evidence pages Irl,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. - G a NOA No.14-0908.10 MIAMPDADE COUNTY BUILD ^. Expiration Date: December 27,2016 pproval Date: November 06,2014 a APPROVE DI Page 1 . • ®ATE '� c , Lawson4ndustries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS x 1. Manufacturer's die drawings and sections. (Submitted"under pervious NDA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated `B" dated 08/11/14,prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 3) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung fin window,prepared by Hurricane Engineering&Testing,Inc., all Test Reports No.'s HE,T149 2530A and HETI-09-253011, dated 03/02/09, signed and ,sealed by Candido F. Font,P. E. (Submitted under pervious NOA No. 09-0706.09) ' 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked—tip drawings and installation diagram of an aluminum single hung fin window,prepared by hurricane Engineering&Testing,Inc., all Test Reports No.'s HETI48-2003 C,HETI-08-2004 A,HETI-08-2060 A,HETI-08-2060 B, HETI-08-2061 A,HETI-08-206113,HETI-08-2062 A,HETI-08-2062 B, HETI-08 2063A,HETI-08-2063B,HETI-08-2064A and HETI-08-2064B, dated 03/15/08, signed and sealed by Candido F. Font,P. E. (Submitted under NOA No. 08-0825.17) • 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94'..'�; •.'• 2) Uniform Static Air Pressure Test,Loading para-FBC TAU 2W-94 .... • 3) Water Resistance Test,per FBC,TAS 202—W:•• ;....; 4) Large Missile Impact Test per FBC,TAS 291'9�• ��• •• . .. . .. ..... 5) Cyclic Wind Pressure Loading per FBC,TAS* Q3-94 ••,• •�;• • 6) Forced Entry Test, per FBC 2411 3.2.1,TAS.202'94 ..:. ...... along with marked—up drawings and installation diagram of arta"num single hung •, fin window, prepared by Fenestration Testing Laboratory, Irtc., T8st R+Gi1a.No.'s ' FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, al;.Sjgnyd and.s'qq,ed by.... Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 01-1009.01) Jaime D. Gascon,P.E. Product Control Sectiop'Supervisor NOA No. 14-0908.10 Expiration Date: December 27,2016 Approval Date: November•06,2014 • )1-1 l Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted ander previous NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-04/09 A D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas n Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Coin pany (MA) for their "Saflex CP - Saflex and Saflex HP Composite'Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active_ and organized under the laws of the State of Florida, elated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/2;A1.2,•!Pigned •••• . . and sealed by Thomas'J. Sotos,P. E. .� � � �• , (Submitted under previous NOA No.12-0127.16) •••••• •••••• 4. Statement letter of no financial interest, dated 05/28/09, signectTtMl•sealed'by•Thomas,...; J. Sotos,P. E. ••" •• • .... . .. ..... (Submitted under previous NOA No. 11-0705.09) • ...... .... ..... 5. Notification of Successor Engineer for manufacturer's NOA.dEcxrnent p.Section►..... 61G15-27.001 of the Florida Administrative Code, notifyitirotig4nal engie.eer that •, the successor engineer is assuming frill professional and leg'&1 res$onsitlilky:for alr*0000 engineering documents pertaining to the NOA No. 08-05'k7i ,.- dated• 0.1;7/09;•••• signed and sealed by Thomas J. Sotos,P.E. ; (Submitted under previous NOA No. 11-0705.09) Jaime D.Gascon,P. E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports.No.'s HETI-09-2530 A and HETI-09 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font,P. E. ' (Strbtnitted ander NOA No. 09-0706.09) 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A,HETI-08-2060 B,HETI-08-2061. A, HETI48-2061 B,HETI-08 2062 A, HETI-08-2062 B,HETI-08-2063A, HETI-08-2063B,HETI-08-2064A and HETI-08-2064B,issued by Hurricane Engineering&Testing,Inc., dated 03/15/08, signed and sealed by Candido F.Font, P. E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 01-0406.08) G. OTHERS k 1. Notice of Acceptance No. 12-0127.16, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame) Aluminum Single Hung Window - L.M.I.", approved on 03/29/12 and expiring on 12/27/16. ...... . . ...... . . ...... .... ..... .. .. .... ...... . . . . ...... ...... .. : ... Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.10 Expiration Date: December 27,2016 Approval Date: November 06,2014. E-3 i k . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . : . . ... 18' 59.12s• 53.125• INSTALLATION ANCHORS. WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH 'INSTALLATION ANCHORS WINDOW FLANGE FRAME VIDTH y ., 4B 4 MAX.AT FRAME HEAD INSTALLATION ANCHORSr CA)4 X ATF�1ME HEAD CW N0MA PER FRAME SILL 13 3/4' U)4 NA%.AT FRAME NERD 10 i5/16' A� (W PER Fq(NE SILL •�1 yl J�'I� O E <G FRAME JAMBS(SEE SWEET M4) p, MAX.D.C.I (B)NONE PER FRAME SILL MAX.O.C. (G E JATTTTBBS•�(SEE BEET n4• • • `+ M •O.C. b• O q .Z. a3i C F MA (C)FRAME JAMBS(SEE SNEET p4) 6' • • • • • • b b 6.(MAX.-TVP.O 6' • 6'MA•-7YP.O MI W y ALL CORNERS) - u: q I I _ •••• •Y• A S •Ilk. ,i «•6 a 3<0 m10 VU_ M D.L.O. Wld ALL COREWF _o o:,43 9/16 D zto 1/4 --- • • • --- / ffJ dMAX.ABOVE al •N 1� �z MEETING RAILS .i 10 3/16' D G >• • • •• • _= s _ „ S z° Mex aaDYE Mex. b.L.o. wld(h 'b y• �w • • • • Mo"(AL.O.whit X pTMEETING RAIL = „ 11 16 2 �'•w o4 to �• • 11r N 3.03 a FT+ pa O) my s j i HEET[NG AR LLjT g� u B ii ii n'AN ''� RAID, S'AT gg n j �' '•�, 7-r O li •. RAILSNG N G MEETING u " / _ RAILSaf' 9 7I/8' cis=. y(Ry'oq= a� 1/MAX.BELOW E � ,t0 3/4' E MAX.BELOW MEETING RAIL ',/ MEETING RA[L& HE E IMG AL 6 ry p tz+ " s nci 6'MAX 6-14 AX 6MAX. I I �Ut O M W EXT.6 INT.FALSE COLONIAL4—/ _ C W W Cn EXT.6 INT.FALSE COLONIAL 52.125' MUNTINS ARE APPLIED W/ 52125, 3.j MUNTINS ARE APPLIED W/ 47.000• W/SILICONE AND ARE - F W/SILICONE AND ARE VINDOV BUCK WIDTH WINDOW SUCK WIDTH WINDOW RUCK WIDTH AVAILABLE AS OPTIONAL. [4 V AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION 1. • INCLUDES UN-EQUAL LITE AND RADIUS HEAD (LIMITED TO (AADS ON SHEET 4 OF 6) (LIMITED TO (AADS ON SHEET 4 OF 5) � I ; (LIMITED TO LOADS ON SHEET 4 OF 6) General Notes: SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME z 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS - 53.125' ~ OF THE 2014..FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION ANCTRS- WINDOW FLANGE FRAME WIDTH rt VELOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (A)4MAX AT FRAME HEAD <H)NONE PER FRAME SILL — 13 3/4' o .,. (SHUTTERS NOT REQUIRED) CC)FRAME JAMBS(SEE SHEET n4) I MAX.O.C. yy 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING A F MAX £E RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 6, TYPICAL AT Qo OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. L CORNERS R Bo 3.) ANCHORS SHOWN.ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES I Mox. O.L.O. 4fi th ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED =:148 11 16, _� ON SHEET 4. �+' � /-jii �_j�: _ E 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE R 9 5/8• ____" -�- f-Y',A===13n .9 G 0 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL ANDbb MAX.ABOVE '✓� �i o") .E $ TO HE REVIEWED BY BUILDING OFFICIAL. W i ZD—) .E w 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS ui ,i B ii i z x TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE T—(r 1 cd 6' AT EELICG LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET H3). `L4 RAID, 6.) SEE SHEET 3 FOR [ACK DETAILS & OPTIONS. J 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. x3 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. � EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 5 W 9HV BELOV ------ 9.) (RJB' Q rry 4�� 3J AA/i MEETING RAILS /, �Y or') �`:7 ,.•••. •.•N/�J/� 10.) MOOD BUCKS IN CONTACT WITH CONCRETE MUST HE PRESSURE TREATED AND ANCHORED c+' /��/ II •��., •T;,,�` (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH SHE 2014 FBC CHAPTER 24, 'ROAIJCTREVISED SECTION 11.3.3.3. 6• .+avnlAylleg Ilh the Floddo (;."MAX. t18NnA Code � _: Il.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. z 7 y \aeptmlcONo �,1 e 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT.6 INT FALSE COLONIAL iU, MUNTINS ARE APPLIED W/ r'' BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY s2.1zs• �• u_.P W/SILICONE AND ARE o TO THE ENTIRE MULLED SYSTEM. AVAILABLE AS OPTIONAL. WINDOW BucK wnrH .liars dDi'Iv uc� 1"C(nrot� p� •�. "� �I'-•� I 13.) SEE SHEET N 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION a f•/% SWWI 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (LIMITED TO LOADS ON SHEET 4 OF 5) a PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. q . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/4' TAPCON W/ 1 1/4' #14 S.H.S.W/ I I/4' ALL W00➢ BUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO WOOD. -;; .PT.W000 HOCKS MIN. EMBEDMENT INTO CONC. LAM NATER GLASS 5 TD BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE ELEVATION AT SHEET#1 (SEE ELEVATION AT SHEET #1 FOR MAX.FASTENER SPACING) • 4 . • '-� �.• % O W FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. •• •• • • • .�::.'_ F 1 1/8'MIR MUST SUSTAIN IMPOSED LOADS SILICON23 'BEDDINGECOMPOUNDE • • • •• ••• • •-t; r• e q W z DI • • • 20 :r• •1/4' TAPCON W/1 1/4' n y `a INTERIOS• ••• s• • •.• '' 1 E 'v 19 NIR EMBEDMENT'NTD CONC. m h MIN. `' __ (SEE ELEVATION AT SHEET #1 vt<e o v, :�� `-• a 74 -•EMBEDMENTd FOR MAX.FASTENER SPACING — ) a o c� O d y t ;. v •. , °'o o 'qz Imo• fa O z 1 1/4'MIN. 12 •-- --- --• •_ I/4'M[N. Z R A x q ra- BEDM N _ MBEDMENT N o m q 19 W ^ • 11/8' MIN. oD a ti o v) .. EXTERIOR GRADE a ----- - -- - 91 EDGE DISTANCE PERIMETER CAULKING 1KLY •• j 'I-, �j o 16 19 C SILICONE ADHESIVE EXT. GRADE EXTERIOR .... G" CAULK EXTERIOR GRADE ) ��;,�.y_,; O Q d BEDDING COMPOUND t:jja_^':a.`- [0 #6 PERIMETER CAULKING UU, 'u. LAMINATED GLASS WINDOW FRAME WIDTM ®H 24 p�11 zqq 1'MIN_ #14 S.M.S.W/ i 1/4' 1'MIN. o vW] 6 DGE DISTANC MIN.EMBEDMENT INTO WOOD, DGE DISTANC YLINDOW INSTALLATION NOTES: r G INTERIOR (SEE ELEVATION AT SHEET #1 O MEETING FOR MAX.FASTENER SPACING) 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. RAILS 18 GRADE CAU.K THROUGHOUT THE ENTIRE PERIMETER OF FLANGE t4 a rn EXTERIOR EXT. GRADE E%T. GRADE BY WINDOW INSTALLER CTYP.) �' a CAULK CAULK 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK N t- O ENTN MBEUKEBY OTHERS (TYP.) h 1 ### 4 5 AOA 1 • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR r� 9 ' , MASONRY IS LESS THAN 1/8•. SHIMS ARE NOT REQUIRED. ANCHORS NOTE: Tn 28 'i ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR t) t 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., + 1 WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR $ r� CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR �i' � 1 19 QUANTITIES REQUIRED) �g a : s � { 3 E o o 25 � e a 6 28 t O 11 14 - 1�111i111IIfI7Ps EXTERIOR GRADE I I 2 PERIMETER CAUL KING IJ 2 1/ MAX SH TYP v /+ °RODUCT REVISED oN .�''� l•.. ` a a d a o auuplylug with the Florida • 3u8CJI1B Code a 1� �p �,t ? -r� 1" � '� ted: cveimmwNo�L411- (+C7• yx ro 4a. i[•. .. .A . EXT. GRADE 1y'__- �• { CAULK 1an11 'ds Product ConuD�, o ^�� .. - ', t:=7 i w y 1 BY OR 2 BY i`1tr/lft..lttitl•�;tT 4 W WOOD BUCK 6 A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 8 014 S.H.S.V/ 1 1/4' MIR EMBEDMENT INTO WOOD, 24 11 (SEE ELEVATION AT SHEET 01 • • • ••• 26 �, O 3 FOR MAX.FASTENER SPACING) 1 4 HAX •INTERIQR • • 6• • 6 O q f • • • • • i 4n * •SILICONE OPTIONS•. INTERIOR FINISH • •• • O Q Z 'd5 NOT BY LAVS011 INWSTRIES,1 ao y - D COINING 899 • • • • • 10 w SCIP:EE-MURE/EAD 5731' ... .. �.. ___________��`__•.•.�._____••• • ^'• — TRENCO SPECTRUM 2 '.v��.:''.,•"` E- ..6oo -•;. ---- -- --—.....--._... 2g 21 ~a°e d z o GLAZING DEPTH EXT,GRADE BACK BE°DING V) ID a. TO BE APPLIED BEHIND O O LAMINATED GLASS COMPOSITION - TYPE 2 V NDOVSTALL FRAME FLANGE BY ?., BX 2% INSTALLER R*.) • • • • •• 5 O M O T7E11 GLASS MMDETAIL LLIOIUTR DXSCRDP410N _ _ __ _ _ • • • •• •• 3 5ii-En GLASS 2 Q090'APLASTIC INTERLAYER �F'-�--` SAFLEX/KEEPSAFE -• 0* 00 • • • Z Z q 1 �Q Hr'S°L°°"' WEATHERPRDDF 1 . • • . . :LACY LATCH AND SWEEP) OPTIONS W= a s 3 1/8'ANNEALED GLASS I = n31a' MOISTURE BARRIE a0 2 a {); dJ p M OTHERS RTP. 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE wo LAMINATED GLASS COMPOSITION - TYPE O " " - ------------ LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. o .......... 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED Ci r liRl1 CUBS DRNII. UYDiATR DRSCRIPTION .� FOR USE ON ALL WINDOWS. D Q a 1 t/e• =.D7—ON Ia9 SENTRYGLAS PLUS i•....»?N.•NinV AYi»A (y 2 OA90'PLASTIC INTERLAYER _ __ _ �, T, (K4KiKlKKHKI(KlKlK4WlYA �° � EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 3 1/0'ANNEALED GLASS aaw' .�-;, " -�f `'' EXT,GRADE PERIMETER U •7+ CAULKING NOT BY 'LAVSON INDUSTRIES', O LAMINATED GLASS COMPOSITION -TYPE 4 (,•L� JAMB <TYpJ APPLIED HY OTHERS W 8 v di R®/ CLASS DHBCRO'ITON DETAIL UI@7ATH DHSCR@FION r Ta, l 1/8'ANNEALED GLASS _________ STUCCO OVER METAL LATH WAILED TO O T/) WTACITE PV8 EXTERIOR GRADE PLYVOOD SHEATHING ti' N(� 2 OA90'PLASTIC INTERLAYER D"'OUPONT' TO BE SPECIFIED BY ARCHITECT OR G.C. In 01 ' 3 1/8'ANNEALED G4 AS (DIS (EXTERIOR FINISH BY OTHERS) NOT BY LAVSON INDUSTRIES,INC. WOOD FRAME INSTALLATION DETAIL E+ 00 Z LAMINATED GLASS COMPOSITION - TYPE 6 �U) a y LTHY OIAS9 DHSCR•T[ON DB'TALL L11@/ATR DRSCR�TION ALUMINUM MULLION r W Q E I I/8'HEAT-STRE1Ki1TENE0 CUSS SEE MULLION APPROVALS FOR p,12 X 3/4'S.D.S. SEE MULLION APPROVALS FOR 2 0.090•PLASTIC INTERLAYER _ _ ___� BUTACITE PVB MULLION TYPE,SIZE MID MAX. FLAT FIEAO, PHILLIPS. MULLpN TYPE,SIZE AND MAIf. W q BY''�'�T' DESIGN PRESSURE UMITATIONS. 3 1/H•HEAT-STRENGHTEIE➢GLASS I eaw DESIGN PRESSURE LIIAITATIONS. (SEE ELEVATION AND 3$ 4 (ALUM.0.078 MIN.THICK) DP TABLES FOR QUANTITY INTERIOR NOTE:THE LOWER PRESSURES OF SINGLE � AND FASTENER SPACING) 1/4' MAX. HUNG WINDOW OR MULL SHALL GOVERN NOTE:THE LOWER PRESSURES OF SINGLE SHIM T 1 20 HUNG WINDOW OR MULL SHALL GOVERN 12 S.O.S.X 1 1/4'L. INTERIOR _� GE ELEV.FOR SPACING 23 ----------- •SILICONE OPTIONS', -- DOV CORNING 899 s 24 T CHNE NE-�HEAD 2731 ' I E E °.600' 11 NOTE: 3 3 GLAZING DEPTH 7.ALL STEEL IN CONTACT INIH o - -----"- ALUM.TO BE PANTED OR PLATED. $ o fa INSULATED LAMINATED GLASS COMPOSITION TYPE 8 2.METAL)ST L:FyURES: A)STEEL Fy =36 K51 MIN. rc rr 2 x m I= CIAS9 DRSCRIPTION DRTAO LLMINATS DESCRD'ITON - (STEEL 18 GA. MIN.THICK-0.048') d ye 1 v8'HEAT-STRERGHTENED GLASS ____ _ 1 WINDOW FRAME D)ALUMINUM 6063-T5 MIN. 2 0.090'PLASTIC INTERLAYER Am WTACITE PVB EXTERIOR E2 SEREAIANTER EXTERIOR (ALUM.0.078`MIN.THICK) 3 1/8'HEAT-STRENGHTERED GLASS ---1"L' B1n'IXIPONT• Fu 4 1/{'INSULATED AIR SPACEr �JJ,}}.. EXTERIOR GRADE E1 PERIMETER CAULKING 5 1/8•ANNEALED GLASS Ina1 tyA1(TI I1 F)FF FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ITEM CUSS DESCRIPTIONDBTAH. IAULMUTR DItSCRO"EION N ^.•• ••0 f �,-� 1 I/8'ANNEALED GLASS _ __ 1 PRODUCT RCVISCE, 2 0.090'PLASTIC INTERLAYER 1L.IQ .v9•. SAFLEX PVB roP Y E 0.9 C0 IID lYllp Ulu:FIDTLda 3 1/8'ANNEALED GLASS Ir'SMUIIA' BUBdl11g(`AdD z 4 1/4•INSULATED AIR SPACE _. i PlOnco l �. `�y� EX 5 1/8'ANNEALED GLASS na10' _ MI�}30de Produce Conlro W0 Y•� GLAZING DETAILS AND OPTIONS a a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITY(PSF)-EQUALLITEWINDOWS # +/-Pressures(psf). # +/-Pressures(pso y WINDOW Jamb Glass Type Glass Type Glass Type WIND •amb a C 0 WIDTH HEIGHT Anchors 4 6 6 ��` •I G is ype Glast pe a 4Type GIasSType Gla SType Glass Type o C Z \�� WIDTH HLiGHT Anchds •2• • • 3• • r* 19.125 50.625 60.0 80.0 -0- 0 80.0 19.125 6 0 • 80.0 • 80. •60.0 _ 80.0 80.0 80.0 ° rn 126.5 50.625 60.0 - 80.0 80.0 26.5 •to •• ••10.0 • 81.1• • 60.0 80.0 80.0 80.0 M y E 37 50.625 60.0 80.0 80.0 'o H 6 37 26 80.0 80.0 60.0 50.0 80.0 80.0 N a o tb U rn w 42. 50.625 60.0 80.0 80.0 4 0'o � z o 48 50.625 .. 60.0 50.0 80.0 \ 42 26 80.0 80.0 60.0 80.0 80.0 80.0 m o O a 48 26 80. .0 60.0 80.0 80.0 60.0 o 53.125 50.625 60.0 80.0 80.0 �\ • • • • n '" p q 19.125 59 fio.0 50.0 80.0 53.125 2S • • • 10.0► • • 80.0• 60.0 80.0 80.0 80.0 Z i k W z yt 26.5 59 60.0 80.0 80.0 19.125 36.37 • • • 0. • • 80.0 80.0 80.0 80.0 80.0 37 59 60.0 80.0 80.0 26.5 38.375 • /0.a • • 80.0 60.0 80.0 80.0 80.0 42 so 59 6 60.0 80.0 80.0 37 38.3 4 80. .0 60.0 80.0 80.0 80.0 48 59 60.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 j of 53.125 59 60.0 80.0 60.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 ti o 0 19.125 63 60.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 �' a 26.5 63 60.0 80.0 80.0 19.125 50.625 80.0 80.0 -60.0 80.0 80.0 80.0 Ad 37 63 6 60.0 80.0 80.0 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 U C7 E 42 63 60.0 80.0 80.0 /- 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 6 ., 48 63 60.0 80.0 80.0 j j % q2 50.625 80.0 80.0 60.0 80.0 80.0 80.0 53.125 63 60.0 80.0 80.01-1 48 50.625 80.0 50.0 80.0 80.0 60.0 80.0 ® m 19.125 74.25 60.0 80.0 80.0 53.125 50.625 60.0 80.0 60.0 80.0 80.0 80.0 c 26.5 74.25 60.0 80.0 50.0 J'�., 8 19.125 59 80.0 .80.0 60.0 80.0 80.0 80.0 �/ 1 C4 Z CA 37 74.25 60.0 80.0 60.0 1 W 42 74.25 60.0 80.0 80,0 26.5 1 59 80.0 80.0 1 60.0 80.0 1 80.0 80.0 a 19.125 78 60.0 80.0 80.0 37 59 6 80.0 80.0 60.0 80.0 80.0 80.0 o 26.5 78 60.0 80.0 80.0 /�j 42 59 60.0 80.0 60.0 80.0 80.0 60.0 N vi 8 //• 48 59 80.0 80.0 - - - 80.0 R P w 37 78 60.0 80.0 80.0 I q 42 1 78 59.0 79.0 79.0- 53.125 59 •80.0 80.0 - - - 80.0PP rA DESIGN LOAD CAPACITY(PSF)-VIEW WINDOWS W/4H VENTS /,. 16.125 63 80.0 80.0 60.0 80.0 80.0 80.0 A / 26.5 63 80.0 80.0 60.0 80.0 80.0 60.0 z W # +/_Pressures(psi 37 1 63 80.0 80.0 60.0 80.0 80.0 50.0 ~ WINDOW Jamb Glass Type Glass Typo Glass Type 42 63 6 80.0 80.0 60.0 50.0 50.0 80.0 WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 80.0 - - - 80.0 19.125 59 60.0 80.0 53.125 63 80.0 80.0 - - - 80.0 80.0 m 26.5 59 60.0 80.0 80.0 19.125 74.25 80.0 80.0 60.0 80.0 80.0 80.0 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 d 37 59 6 60.0 80.0 80.0 37 74.25 $ 80.0 80.0 80.0 ; 42 59 60.0 80.0 80.0 42 74.25 80.0 80.0 - - - 80.0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - - - 80.0 « o $ 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 B . Y w 19.125 63 60.0 80.0 80.0 // 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 60.0 80.0 80.0 z z 26.5 7a 80.0 80.0 60.0 80.0 80.0 80.0 3 / 37 63 60.0 80.0 80.0 37 78 8 80.0 80.0 80.0 s 6 42 78 79.0 79.0 - - - 79.0 42 63 60.0 80.0 80.0 48 78 71.0 71.0 71.0 48 63 r60.0 80.0 80.0 APPROVED 53.125 63 60.0 80.0 80.0 CONFIGURATIONS !"Y" 19.125 41: 19.125 74.25 60.0 80.0 80.0 UN-EQUAL LITE .• '••• / 26.5 74.25 60.0 80.0 80.0 37 74.25 8 60.0 80.0 80.0 It011UCf R1 VIS6D o ca O 42 74.25 60.0 80.0 80.0 s conyplying'Wdt th.Florida 3t ldlog code 53.125 74.25 60.0 80.0 80.0 F �f o acre tnnco No �tlG�uCJ. � t 19.125 78 60.0 80.0 80.0 26.5 78 8 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 APPROVED CONFIGURATIONS - EQUAL LITE A ,c . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . FRAME HEAD FIXED MEETING RAIL _ BILL OF MATERIALS L-7701 L-7704 t O • • ITEM// IkRT RE4tD. �i9CRUPTION REMARKS h O O O4 094 FRAME TOP C�tNEf�• C O�° • : 1 • Iw7Wl L iN FRAME HEAD 6063-T6 ALUMINUM o zE; 3 _ o6z _ I _ •. • �' L- 2 _FIf•1•FRAME SILL 6063-T6 ALUMINUM- ca ,5c0 .o6z ••• ••• •J•• L-7✓b3 •2• FIN FRAME JAMB 6063-T6 ALUMINUMV I )" rz r M ppq7q n 2.285 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 'n o'a v W o 5 L-7705 I VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM o o L501- ••• b • Ij- jp6 1 • ENT BOTTOM (LATCH) RAI 6063-T6 ALUMINUM i w PC I ' •• • 17 • 2 • VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z L2.651--1 • • • L•-7708 AS REQD. LAZING BEAD ( 3/8' ) 6063-TS ALUMINUM w 4 c) (eoe3-ra AwtnNw) L�'. R.) FRAME HFAN •• • is u 9 FS-006 AS REQD. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS ,y m W o 10 FS-040 AS REQD. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. ch FRAME SILL FRAISE JAMB � o L-7702 L-7703(eoea-m"umw) 11 L-7531 AS REQD. BULB VINYL WTS'P 1/4' DIA. BULB #3033 F, r O r 2 (edea-re Aumxw) O I—I.zsa� FRAME JAMB 12 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .187•x,230' 4 q "t 13 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' CS Z t44t 14 PWS-009 AS REQD. FIN SEAL WEATHERSTRIP .187'x.310' ] 2.437 IS HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' ®z x' 16 L-7711 AS REQD, GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM -17 L-4204 AS REQD. GLAZING BEAD - RADIUS 6063-T5 ALUMINUMr o LD 2.613 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) l/)r1 En c4 VJ 1 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) Qui a O k a6zJ ��,050 saa I A62 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems N o 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 2.713 I��-(g� 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL •781 23 AI AS REQD. GLAZING SILICONE SEE GLAZING @ SHT. 3 gg VENT INTERLOCK RAIL VENT BOTTOM RAIL LENT B VENT JAMB RAIL FRAME SIL O 24 x 2 Laminated Glass SEE GLAZING DETAILS N 4 L-7705 # O (0083-Te ALUMINUM O (aaea-Te AWInNUY) L-7707 2 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 7O (am-Te ALwmux) FRAME BOTTOM CORNER 26 HC-058-1 2 VENT SWEEP LATCH � � g MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVEm �1.375�— r � T28 HC-026-1 1 SCREEN FRAME & MESH h• O 29 L-7730 1 PRODUCT LABEL .062— 2.000 , '� VENT TOP CORNER 0 90 x ■ x 8 1 u E 2.062 .062 1,165 31 SM-5504 AS REQD. JOINT SEALANT SM-5504 E o 0 0 e 32 1 x- AS REO'D.PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL VENT JAMB RAIL d16 VENT TOP RNL 4 VENT SPRING LATCH GLAZING BEAD L-7539 L-7708 GLAZING BEAD GLAZING BEAD « L-7711 L-4204 OO O TEtAtlttttBrtrj77l7J —.062 (8063-16 AWMNw) (0083-Ta AWYIxW) (0003-TD AWNNw ww `, �J / ?•,. PRODUCTRRVISGD 050 I N5o a,c Tlying will)the Plotida m n tL _L ala OuOding 1.013391 I O vAcceplroxallol7 �CJ• z J .J_ ENT ttL tis VENT BOTTOM CORNER I73—h -,773+ �immi-adc Produce Cnmiul q0. .,. "• •• ;+,., ;=- ---� .699 ,66 FRAME & SASH CORNER DETAILS P. 7\ +I;;.ott ` `•'I (0083-Ta AWMINw) F 6 Ll i 4 k MIAMI- E MIAMI—DADE COUNTY,FLORIDA O PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 P(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade:gov/economy. Lawson Industries,Inc. 8501 NW 90'h Street Medley,FL 33166 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 RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority 4 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. 1 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series"La Porte" 8'-0" Outswing Glazed Aluminum French Doors—L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revisiorj"G',' dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade.Couiaty Prodddretntrol..••.• Section Revision stamp with the Notice of Acceptance number and Expiration date`b;the Miami—Dade County Product Control Section. *00:00 •••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's Haus of logo; c?tt**state,..... series, and following statement: "Miami—Dade County Product Control Approved;',-onles s otherwice•noted-.:••` herein. RENEWAL of this NOA shall be considered after a renewal application has beei and there na 'been • no change in the applicable building code negatively affecting the performance of t4is prpduct. ;••'•• �:_-` TERMINATION of this NOA will occur after the expiration date or if there has been airevisign cy%tangeo • in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an 4e111lorsbment 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. 13-0328.11 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 Jaime D.Gascon,P.E. • NCA No. 14-0908.07 MIAMI•DADE COUNTYExpiration Date: June 05,2018 Approval Date: May 07,2015 Page 1 t 4 r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. } (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—tip drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font,P.E. (Submitted underNOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test,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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI49-2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646,.issued on ' 10/22/2069,signed and sealed by Candido F. Font,P.E. ••• ••••• ••••;• (Submitted under NOA No.10-0128.04) '• • 0000.. . 0000.. 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94:::*::: • 2) Uniform Static Air Pressure Test,per FBC, TAg.202-94. 3) Water Resistance Test,per FBC, TAS 202- 4•••• : •••• ••••• 4) Forced Entry Test, per FBC 2411 3.2.1 and 110*202-94 :... ••'••• along with marked—up drawings and installation diagram oj.*gtjtpinum Tb;tswing•• French door, prepared by Hurricane Engineering & Testing, I4c.,T4st Reports No.'s....;• HETI-04-1897, HETI44-1896 A, HETI44-1896 B and LIEU 04—ATf.. issued- on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Drat—Seda, P.E. - • (Submitted under NOA No. 04-0607.04) •' ' 4. Test reports on: 1)Tensile Test,per FBC,ASTM E-8 r along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under NOA No. 03-0219.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14--0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-1 i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94, 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda,P.E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. ••• • 0000.. (Submitted under NOA No.10-0128.04) ' ' • 2. Glazing complies with ASTM E1300-98/04 669:06 •• ••••% 000.00 0000.. D. QUALITY ASSURANCE •• • 0000 1. Miami—Dade Department of Regulatory and Economic ResourcMO WR). .••• �; •• 0000 0000 0000.. E. MATERIAL CERTIFICATIONS :00:0: •• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,'Inc. fcWAlir "Kuraray PVB Glass Interlayer",expiring on 12/11/16. • . . 0000.. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.foraheir "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5t"Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC--2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-2 i Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 r. F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido i F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 1 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI— 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc.,dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) ' 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI44-1896B, HETI44-1377, HETI-02—T095, HETI42—T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI42-1736, HETI-02-1742, HET142-1763 and HETI42-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and Q3/0$/04, al-nmd anal•.... sealed by Rafael E. Droz—Seda,P. E. .• (Submitted under previous NOA No. 05-1116.06) •••••• •••••• • G. OTHERS •"' ' .... . .. ..... 1. Notice of Acceptance No. 13-0328.11, issued to Lawson lndustries, Ina.fAr them.%.' ' Series "La Porte 8'-0" Outswing Aluminum French Doors ••IbA.I.", ft+oved on••• • 06/06/13 and expiring on 06/05/18. •••••• • . . . . . ...... . ., . . 00 i Jaime D.Gascon, .IJ. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 f E-3 t 0:0 • . . •• a .. ..• •. . . .. ..• .• . . . . ... . . . . ... 0:0 IMPACT FRENCH OUT-SWING DOOR BMJ.OF MATERIALS 145 1/2'Max Unit Vldth Sldelite same aaabor eP..inB Swing rtA1/ DR1Y6 PARS/ ARgD. DESCRIPTION REMARKS panel vkith as aW Ponel Vklih 1 L-901 LII-098 I FRAME HEAD . 6063-T6 ALUMINUM • • • • C '3 1,/•Id' M0.X. ) A < 35 3/16' rnax. •• .• • .• 1 2 L-902 LII-097 t FRAME SILL 6063-T6 ALUMINUM • • 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM : •0 ••05' • 8 3 e• 5, 4 L-904 'LII-096 2 SIOELITE.MMB ADAPTER 6063-i5 ALl1MiNUM'_- -- ••• ••• • •- • - •11• • 5 L-906 LI1-092 2 x panel PANEL TOP t BOTTOM RAIL 6063-T6 ALUMINUM lung �N1e . SEE AUFABOLT 25• 6 L-907 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUM OPT 1 6AT SH SWEET/ \ Max, D1_0 Widt 7 L-905 LII-094 I x panel LOCK STILE 6063-T6 ALUMINUM e L-909 LII-095 2 x panel TDP t BOTTOM RAIL ADAPTER 6063-TS ALUMINUM •• • .. •0 dr P• ••. / \ 9 L-911 LII-085 AS REO'D, 1/4 ROUND ALUM.BEAD -7/16' 6063-TS ALUMINUM • ••♦ 0+ • 10 L-912 LII-087 AS REWD 1/4 ROUND ALUM.BEAD-3/8' 6063-T5 ALUMINUM : : `_:�4 ••• : 2 it FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM •• • i >i • • • •N,; 12 VWS-001 TP 3286 AS REO, Bulb Vinyl Vis'p.-Tenn Plastics,inc See Material Composition at Sheet 6 v v nr " -F ` L W" 13 PWS-001 ■ AS REOA VTS'P.E TDP/8077.RAILS Schlegel FS-.187•w.X.210'h. Active Inactive�a�� y. � �_ ~U 14 PWS-002 r AS RECD. VTS'P.2 FRAME HEAD IL JAMB Schlegel PB-.187'■.X 330'h. a e0 = 15 L-910 LII-0139 2 x panel STRIKER MOUNTING PLATE 6063-75 ALUMINUM s\ x. 10 20 2l N d d-Wt m Q X 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM j 3 ad Sideiite i� d 17 FO-631 LII-086 AS REGD. GLAZING ADAPTER 6063-T6 ALUMINUM a U / 0 7/1 ,i IS HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (8 TOP-L BOTTOM OF LOCK STILE) C3 19 //%/ \/ 4 19 FD-621-2 HC-024/025 1 SET DOOR LOCK/ DEAD BOLT SET KVIKSET- Series 6907 COMBO (` n X //' lock )g 20 FD-621-2 HC-024/025 I SET DOOR LOCK/ DEAD BOLT SET SCHLAGE-Series FB350 CONDO �X: \ / Side ite 21 FD-621-2 HC-024/025 I SET DOOR LOCK /DEAD BOLT SET DEFIANT-Series Bal COMBO RBDTT s�� 22 ■ FS-035 AS REO'D, Franc Install,Screw-Head (See Notes at sheet 4 of 6) AT SHEET 23 ■ FS-035 AS REO'A Fran. Install.Screw- Jamb/Sift (See Notes at sheet 4 of 6) ---- ---- -- ---- ------- -°-1- -------- --- ---- ---- 24 ■ FS-026 8 FRAME ASSEMBLY SCREW 1112 X 3/4'PH:PHI. e 1 25 ■ FS-012 AS REO'D JAMB ADAPTER SCREW N10 X 3/4'P.H.-PHI. e7 3 e' 5' 26 FD-634 L11-171 AS REO'D. 1/4 ROUND ALUM.BEAD-11/16' 6063-T5 ALUMINUM 6' 6' 6' 6' 6• 6' T 5 3/4 13 1/ 27 ■ FS-043 8 GLAZING ADAPT.ATTACH.SCREW NO X 1 1/4'FK-PHL ANCHOR NOTES: n.x...c. 1/ 1/4 3/4 12 3/4'.1 4 /2 4 1/2' 14 I/8' /4 3/4' 28 FS-049 2/Panel Double Rall Assembly Screw 3/8'x2 1/4'Hex Screw t Nut 1. SEE ELEVATION AT SHEET 1 OF 6 FOR <at sld.Ute) ( ac ac 4a 1/ o ANCHOR O.C. MAX. SPACING AND LOCATIONS. nc��`Je nneU Innclve Panel) N9TE: 29 ■ AS REG'D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 P p 2. SEE SHEET 4 OF 6 FOR INSTALLATION Same—bar epaolIaQ 30 me head& eSR 31 AS REG'D. NEUTRAL CURE SILICONE Trenco S-500 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL. frame EXTERIOR ELEVATION 32 IN ■ AS REO'D. Lanlnated Glass see Pg.5 Dupont-Sentry Glass Plus 33 r AS REG'D. Laminated Gloss see Pg.5 Dupont-PVB 1). QUALIFIES SINGLE & MULTIPLE PANELS(SEE RLEVATIONS). OTES''. 34 ■ AS REO'D. Lanlnated Glass see PG.5 Soft—-PVB 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 1),THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE -5th EDDTON. 3). MAX. FRAME SIZE 145 1/2"w. X 95 3/4eh. OXXO 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF 35 HC-002 2/Pane1 PANEL ASSY ALUM.PLATE 1 1/2'.2'x 1/8'(6063-T5 ALUK) 4). EXT& INT FALSE COLONIAL MUNTIN APPLIED w/SILICONS. THE FBC 2014 CODE. 36 • HC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8'DIar200 Rod,Plate,flange Nut 5). QUAIJFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ fS-0I1 8 HINGE ATTACHMENT SCREW a10 X 3/4'RK/PH]. 6). MAX. DAYLITE OPENING WIDTH= 25' TRANSFER LOAD TO THE STRUCTURE&TO BE REVIEWED BY BUILDING OFFICIAL. 38 ■ FS-044 12 SIDELLTE ATTACHMENT SCREW N10 X 1'PH/PHIL.-(17.OC Mo..) 7)' MAX. DAYLITE OPENING BRIGHT - 83 1/8a 4).ANCHORS SFiAl1 BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET loft] FOR MAX.ANCHOR SPACING DRAWING DETAILS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 62PP050IG1 6/Janb 1/2'Dla.Hole Plug-Nylon 6-6 MICROPLASTICS-Rockwell H-79BEYOND WALL DRESSING OR STUCCO. 9).AI],DIMENSIONS SPECIFIED ARE 1N INCHES 40 14C-007 62PP087BGII 2/Panel 7/8'Of..Hole Plug-Nylon 6-6 MICROPLASTICS -Rockwell M-79 10). NO HURRICANE SHATTERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6).ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 41 ■ HC-010 1/BOLT FLUSH BOLT Slit Rug- Nylon 6-6 SUNCOPLASTICS Inc.Rockwell M-79 u romplying will the Florida 'ARE NOT PART OF THIS APPROVAL 42 L-913 LII-086 AS REO'D. 1/2 ROUND FALSE ALUM.MUNTIN 6063-T5 ALUMINUM Building Codc •O LIMITATIONS: Is 43 ■ AS REO'D. INT FALSE APPLIED MUNTIN 1.25'X.022' STOCK ALUMINUM AecepW.N �p 1). MAX. DP - 786 PSF W/ (4) Surface Bolts &Gloss Types& B. C & D. 44 L-915 FD-623 AS REQ'D. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM-4'long tte �4 (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 45 L-916 LII-117 AS REO'D, FRAME LOW SILL-OPTIONAL 6063-TS ALUMINUM Ily 2). MAX. DP - ±76 PSF W/2-Point Lock (active)+ (2) Surface Bolts at Inactive 46 FD-635 HC-050 1 TVD-POINT FLUSHBOLT LOCK OPTIONAL(FOR+/-76.0 psf DP) THOMAS J.S ucI Control 3). MAX. DP - 776 PSF W/ Flat Sill & must be used where water infiltration is not required or opening is protected by overhang ratio greater than one. 47 FD-626 FD-626-1 2/P...t FLUSH BOLT GUIDE ALUM,ANGLE 1 1/2'x 1 1/2'x I/8'Alun.6063-T5 PROPES pia ER 4). MAX. DP = 766 PSF W/Multi-Point Lock (1-oclive)+(1-passive) at Inactive 48 FD-627 FD-627-1 2/11part 2-PoInt Lock Bolt Guide ANGLE 3'x 3'x 1 1/2'x 1/8'Alun.6063-T5 � Revision Notee: T ,@ Tj�T 49 ■ s AS REO'D. Joint Sealant-White Colored 'Purvis Co.'Super Seal •t4S Revised to comply w FBC2004-11/01/05 L /W �'/ ®� 8501 NW 90th St. 1�I I 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE t TRIMSET ASHLAND AW52OIA-A RacLe4 to comply w/FBC2007&added MEDLEY, FLORIDA 33166 51 FB-637 HC- t SET MULTI-POINT LOCK ACTIVE ASHLAND NV5110-STACTS * O 5225 •'•.* Insulated Gle.s 01/22/10 111N STRIES. I 11TC. (305) 696-8660 52 FD-640 HC- 1 SET LOCK PASSIVE HANDLE L TRIMSET ASHLAND MV5201A-P _ jUphlejad Mult-Point Look 01/27/11 1GNDFACTURSR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS tr Revised to comply w/2010 FBC er.,.cx.c se a e,_... awe e e aa•y: s"(..ryo4.0 rsav s—I. 53 FD-639 HC- 1 SET MULTI-POINT LOCK PASSIVE ASHLAND NV5110-STPAS4 13 pTE F %U.Ir NOA APPROVAL IMPACT fRENCN DOOR 1 OF 6 Revised to com 1 w 2014 PBC 54 FD-641 HC- 2 x panel Hultl-Point Lock Bolt Guide NriON 6-6 Rockwell M scale 79 oar.CA••k•4: a n P•••�� Nelson Erazo Dl 16/15 "LaPorte" Impact French Out—Swing Door 55 ■ FS- 4/Guide Bolt Guide Attachnent Fastener 46 x 1/2'P.H./PHIL. O fi t0; a�� _ 56 FD-642 HC- 1 x Lock Lock Tap Mount Adapter NYLON ADAPTER 's. � �1,�M1 A—� Neleon Erazo 01/20/12 57 FD-643 HC- 1 x Lock. Lock Bottom Mount Adopter NYLON ADAPTER �r r'•)f••y. V air a.t.s. A✓ �N�TwT FD-2003 DATE--___ .. .. . . . .. .. . . . . . . . . . . . • • • • w • o • 110 7/e'Nex Unit Width 73 5/16'Rax LAdt Width 74 1/2'Mex lAdt Width 8F 5/8'No. 38 5/8-No SEE ALTERth NATE T SEE ALTERNATE T SEE ALTERNATE BOLT S5EEEE AALLTERNATE T 11"' -SEE AT SHEET Swing OP1KNlS A7 SHE Sldelite OPTIONS AT SHEET OPIlONS AT SH Pnml Vfdth 3 of 6 Ponel Vidth J.8 P.O.,6,th • •• XIX J of 6 ��``,,{I{^I{{ 3 0l 6 < 35 3/16" nox.�9 (�/16' nax. •• < 77 1 /16' nax, • • ��"""""��IIII - • �. • - TSL _•• - • - 0 I i - - A IF Hn%.,.DLCmm•�+o•'diEr Y+L s4di sfo A/II/_. II {/II�/.P II • A...D o%.DLm�Vidt• iII/' �I II -'+ywL'a sc ro /iII II C',° / I rn�C FC r J. �� II pT III G xH G Acjve < Ae lve xeAc Inactive II ctive I 2 .d Ll 1uJ�ut In r �IIII 1Jx1 IILE BI'1® I �1 T®�E I� I II= IS I p a D I B I II B --II- -- -- - - - - -- -- - - -- -- - - -- -- - - -- -1jr- E P �ANATE BpLT SEE AITEATSH BOLT SEE ALTERNATE BOLT i SHEE1 3 of 6 E80LT OPTIONS AT SHEET OPTIONS AT SHEET So/6 }o/B ET 30/6 3 016 "00" ELEVATION "XX" ELEVATION "OX" ELEVATION "X" ELEVATION "0" ELEVATION 1415 1/2•M. LMIt Width ALTEBOLT LT APPROVED CONFIGURATIONS RNATE OPTIONS AT SHEET SIdeUte J of 6 Swing Penh Width Porn)vldth NOTES: "TaPorle"II�ACT FRENCH OITTSIED4G DOOR- DESIGN LOAD CHART ( :I 13/16' nax. > < 35 3/16' nax. A 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION PANEL IED)TB/®c[l7 NID®®t DP PANEL DP(PSP) < .VIEWED FROM THE'EXTERIOR SIDE. ACTUAL>� OF• GLASS TYPE ACTUAL�GIA59 c1ASS GLASS ^ 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE (B(CM) ANCDORS"A' k"E" (IN TYPE'D'TYPE'C'TYPE'D' ci AND ARE AVAILABLE AS OPTIONAL. TEIDTR• SORT• /TAME +/-(PSF) WIDTH• +/-(PSP)+/-(PSP)+/-(PSP) Z 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL 25 OR DOUBLE BOTTOM RAILS. 10 1/4' S +86.0 11 3/16' 1764 ±76.0 ±76.0 II__ II Nox,D vId 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. 16 1/4' 5 ±864 17 3/16' +764 +76.0 ±76.0 s: 22 1/4' 77' 5 +86.0 23 3/16' ±76.0 - ±76.0 +76.0 o C I D II E I \ D II i i ® 26 1/4' =(5) 5 +86.0 29 3/16' +76.0 +76.0 +76.0 30 1/4' S 286.0 31 3/16' ±76.0 ±76.0 176.0 =o m t II II II = 34 1/4' S +86.0 35 3/16' +76A +76.0 +76.0 xA =� �Q 10 1/4' 6 ±86.0 11 3/16' +76A +76.0 +76.0 v.° x II II II (I II PRODUCT%VLS1iD 16 1/4' 6 +36.0 17 3/16' t76A +76.0 +76.0 a Ci1Ve �ti� os com l in with the Florida _ _ _ _ o Active II i DAuii�CoN 08.0 22 1/4' 93' 6 +86.0 23 3/16' +76A ±76.0 +76.0 2B 1/4• w(6) g +86.0 29 3/16' +76.0 +76.0 ±76.0 n m //i/ %// %/ / gnnp0❑uu7TOE Er aw 20� x II I� �• / H 30 1/4' 6 ±86.0 31 3/16' ±76.0 ±76.0 ±76.0 o _ II RRR 1111 [�pdOU Cbalrol 34 1/4' 6 1 ±66.0 J 35 3/16' +76.0 1 +76.0 +_76.0 c II •B II THOMAS J. SOTOS •OPERABLE PANEL MUST MEET APPLICABLE REQUIREMENTS PER[FOLDING CODE •0 PARENTHESIS INOCATES/OF ANCHORS AT FRAME JAMB. PROFS INFER P I� Revived Revision comp dw � ,.��0;�' E sF• �� Redsed to comply w/FRc2004-11/01/05 1[/�D� asst NW soln St. 522Ci Revised to comply w/FDC2007 81 added MEDLEY, FLORIDA 33166 SEE ALTERNATE BOLT-:,/ •=fir insulated Glass 01/22/10 IND SES INC. (305) 696-8660. OPTIONS AT SHEET 3 of 6 * - Ashland Mult-Point Lock 01/27/11 MANUFACTURER OP QUALITY ALUMINUM WINDOWS AND CLASS DOORS "OXXO" ELEVATION ' �� Revised to comply w/2010 FHC AV.1 r..o F.s4 rely.P P•.N•/R•d.l - sm.' + F •= Revised to comply w 2014 FBC HOA APPROVAL IMPACT FRENCH DOOR z OF 6 ANCHOR NOTES: . s.w.A rti: nef,c�.•b4: " 1. SEE ELEVATION AT SHEET 1 OF 6 FOR '%• �, @' �� Nelson Erazo 01/16/1D La Porte" Impact" French Out=Swing Door ANCHOR O.C. MAX. SPACING AND LOCATIONS. S• •• �a �� Draw.N: net•v- ANCHOR SEE SHEET 4 OF 6 FOR INSTALLATION •�t�syLt%tt: Nelson Brazo 01 20/12 FASTENERS TYPES. / t s..w: sV•.•a••msaa.., s.aa*rw N..aA.n s.awa t.a.o DATE___ ��YJ 2��5 n.Le. FD-2003 G . .. .. . • . .. .. . . . . . . . . . . . 5/16'TAPCON W/ 1 1/2' HIM EMBED. - 5/16'TAPCON W/ (SEE NOTES BELOW FOR SPACING) 1 I/2'MIN EMBED. 2 x<P,TJ WOOD RUCK • ]NVERIOR SID' • • ••• 1 x<P,T,)WOOD BUCK SEE ELEVATION AT 1/4'MAX, SHIM TYP. •• •• • • • •• • _ (SEE NOTE 3.SHEET 1) SHEET I OF 6 FOR SPACING 3 4 3 •LOCK•STILE • ••• • • 3 4 3 JAMB MULLION- - 19 20 2 • 0• i• 5 1 •i• 000 MULLION - JAMB 46 38 6 17 12 38 6 Active 7 7 Inactive 6 12 6 17 6 38 33 Sldellte 27 39 • • 6 •• • 7 •• Sidelite 12 23 1 1/4'MIN EDI GE DI • 1 I/4' TYP •• Hinlnun' DLO Width i-1 14 17 18 9 10 9 10 Edge Distance T ' Panel Width 11 27 t2 11 14 14 ' I j, , MAXSHIM . MIN EMBED. O O O EXTERIOR SIDE O C2 TYP "OXXO» —I N[T WIDTH MIN EMBED U (TYP.) L4 18 4H ANCHOR NOTES: DtIOUOR SIDS DMRIOR SIDE 1. SEE ELEVATION AT SHEET 1 OF 6 FOR - Active Inactive Acture Inactive18 ANCHOR O.C. MAX. SPACING AND LOCATIONS. p lg {IB 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 18 \y 18 I / E3 \ �TEItlOR 90)8 / mCTp110R 3IDB 1 I Active Inactive 5 17 E3 L_J E4 L_J I° 2 G3 OPTIONAL HOLT ® TOP RAIL �„�SIDE Qrl' ..SIDE LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK & FLUSH BOLT 5 6. 1!." Active Inactive MINAT D GL S1A. / B345 32 33 34 40 7/1G // / 12 I to aet mo / O 1/Helghtl OPTIONAL SILL fi _ IIJ I 3500 PSI COME.(TYP.) 28 INTERIOR SIDE 19 EXTERIOR SIDE 1H OPTIONAL BOLT 0 BOTTOM RAIL -� 1 1/4- 5/16'EUA EMBEDTAPE. V/ --1 1 yr MIN ERBEa — LU (SEE DETAIL E3 FOR MOUNTING LOCATION) (M W.EDGE pST.) 23 5 36 TWO-POINT MULTI-POINT BT.USH BOLT & (a) FLAT SILL NOTE: MAX.OP-t76 PSF MAX.DP-t86 PSF TWO-POINT LACK LIMITATIONS: DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4'MAX.FRAME HEIGHT. PT OPTIONAL LOCK DETAILS 1). MAX. OP ±86 PSF W/(4) THIS TYPE OF SILL IS LIMITED TO+/-76.0 psF DESIGN LOAD AND I Surface Bolts & Glass Types A. B, &.C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 22 1 2). MAX. DP = 376 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF 2, THOMAS J.SOT09 OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL Slit PROPBSSI PJIGOCEBR Lock (active)+(2) Surface Bolts 0 Inactive SILL ,,,p.�,Height T 1S„ WHERE THE DOOR IS LOCATED. .• /• �,•. Rvised t Nolen: T �® 7• T 'i• .•ij; +",''''�' NSc';O t�: Revl.ed to comply w/PBC2004-11 Ol O6 ®L 1\e// 8501 NW 90th St. Revised W comply w/FBC2007 k added MEDLEY, FLORIDA 33166 `• ''' ..1¢'•MIN EMBED.INTO O 55225 3500 PSI CONC.CTYPJ •'.+-; Insulated Glu.01/22/10 D S_r Fe IES. C. •(305) 696-8660 *' Ashland hull-Point Lock 03/27/11 YANUFICM119A OF QUALITY ALUMINUM N7NDOWS AND CUSS DOORS ^•III 5/16'ELCO TAPCGN V/ PRODUCTRE•VISED :[; Revised to comply w/2010 FBC pw sure Part Cwu Prod catyaw ra4.6 Itvrc sA..0 ( 1/4' 1 1/2'MIN ENBEL as complying tNid)the Florida IC!_+,; Revl.ad to com 1 w 2014 FBC NOA APPROVAL IMPACT fRENCH ODOR J 6 (MIN.EDGE DIST.) (SEE SHEET I Or 6 Dulidlntl0odc •: ATE OF FOR LOCATION AND SPACING)A a a O' II, 4•:'''�=.'e R"µ"° Nel.on Sraso 0l%10%t6 "La Porte" Impact" French Out—Swing Door etc r �7 /�R• /,. `• � �� Onwn B14 'O Drava B2 ONAL - DOUBLE BOTTOM V �js �^ t Nelson BraEo OL/20/l2 so OPTIC) RAIL DETAIL A� Ij �e�Q�J swAV—Nvew.., aawro N.+.�vr A.wwe a.r..o tell ade Productcom(ol DATE_____ n.t.e. FD-2003 G . . ... . . . ... .. .. . . . .. .. . 5/16'TAPCON W/ 5/16' TAPCON V/ 1 I/2'MIN EMBED. I 1/2' MIN EMBED. SEE BELOW FOR SPACING INTERIOR SIDE 1 z W.I.)WOOD BU SEE ELEVATION AT SHEET I OF 6 FOR SPACING 1 x(P.T.)WOOD BUCK 3 • • SSEE• TE 3,SHF D :•• . (SEE NOTE 3, SHEET D 3 INTERIOR SIDE { � •' '.' • �+: : • • • • IN'fERIfA SIDE 3 -r 3 _ ::.;. • _,a('w- .,. • 3 •• • LOCK STILE S;. LOCK STILE ? AMB 19 _ 20 21_ LOCK STILE _ _ _ __ JAMB 'i;.. '• • .r..�:: Y • 19 20 2>h i:. t9 0 2t •�' 1 I 46 29 !30 31 6 T 23 `l,'r,. v.�.•+ X29 30 31 46 18 '� 6 7 15 :`:::``� 39 t2 6 17 7 7 39 Active 36 7 Inoctive Y•• • 23 =./F'.•:.•�' •• • ••• I>f[Ive Active aA EDGE eC?. EDDE p5j)' i:� • • _ (EDGE DIS(.) 18 37 _ TY 37 37 _ 36 27 12 _ .' j 12 17 O 11 E ,2 O ;4;0.) / G2 2 _ O O WIN. RI DE + F F MAX SHIM F TYP —1.t/z EXTERIOR SIDE (WINF118EDJ � 1 �' UNIT WIDTH MIN EMBED UNIT WIDTH EXTERIOR SIDE (TYP.- EXTERIOR SIDE 50 51 INTERIOR SID© -Lox us TYP. • 5/16'TAPCON W/ 5/16'TAPCON W/ LOCK STILE 3 I I/2'MIN EMBED. 1 1/4•MIN. 11/2'NIN EMBED. 4 56 57 . SEE NOTES FOR SPACING) EDGE DIST SEE NOTES FOR SPACING �I 19 20 21 MUWON INTERIOR SIDE Active 7 - TYP '•'S r LOCK STILE HULK<SEE' I I/2'MIN. ,) �' - 1 x-(P.T.)WOOD BUCK 29 JO 31 7 46 A;S.eU- 17 EMBE¢ - (SEENOTE 3, SHEET UNOTE 3AT TYP '!.1 -TYPSHEETIActive G3 H3 1 1/4'MAX. 1 1/�SHIN TYP. EXTERIOR SIDE HEAD 44 SHIM TYP. HEAD s 44 2 9 10 INSTALLATION FASTENERS NOTES: O 13 22 O 13 12 '1X BUCK"MINIMUM REQUIRED FASTENER LENGTH A 6 12 A l 8 EXTERIOR SIDE ,a 38 Sldetite LY O HEAD:- 5/16" X 3 1/2" Long TAPCON(() r, Attachment Screw H JAMB: 5/i6' X 2 3/4" Long TAPCON(•) 5 (6 l2 totalB each std Wleo)Jambs, MULLIONS: 5/16' X 2 1/4" Long TAPCON(-) 2 18 P ,(•) TAPCON]TY "ELCO ULTRACON" INTERIOR SIDE "2X BUGK" MINIMUM REQUIRED FA_CfENER LENGTH 29 30 31 SU 51 - f. 52 53 HEAD: 5 16" X 3" Lon TAPCON(-) = JAMB: 5/16" X 2 1/4 long TAPCON(-) r = LAM ATE GLASS 8 I as complying with the ride ii y9 10 32 33 34 w = t. 9 t0 as comg ing MULLIONS: 5/16" X 2 1/4" Long TAPCON(_ EXTERIOR SIDEAC°e'�o�oao9 (1 T PCOM BY "R.04Jz Z w 43 ' � Active77Inoctive AT SILL 5/16'TAPCON w/ 1 1/2" MIN. EMBEDZx 42 ] ¢ = 4 INTO _1500 PSI CONC. MI_N. 0. aINTERIOR SIDE a �4ia¢d ode1'mdoclComrol IIOTE- AI F ST N RSw '1 1/2'MIN. EMBEDMENT. 1 1/4'MIN. EDGE DISTANCE h 1/4"MAX. SHIM SPACE 17ANCHOR YIELD STRENGTH TH Fu=17 ANCHOR ULTIMATE STRENGTH Fu=177ksi EXTERIOR SIDE 17EXT12 •ALL TAPCON LENGTHS"L"SPECIFIED ARE IID•OMILS to SO S 5 5 2 2 THOMAS AIBNGHiEER (SEE ELEVATION AT 8H1(BT'1 of d FOR ANCHOR MAX. SPACING AND LOCATIONS) 13 12 13 12 Q7,♦♦♦ R•Tision Note.: _1 �� NS`' ♦♦ Revi.ed to comply w/FBC2004-11/01 05 �/��y/� ®"`1 /77��\/T 8501 NW 90th St. O 23 B 1 23 F''•.tr y, �� I I I`J ®1 tl Rev{ud to comply w/FBCE007 &added (305)MEDLEY, FLORIDA 33166 s:�: Height "�:`.HSo 55225 Imulated Gla..01/22/10 1VD S S, I C. (JOS) 696-8660 SILL 9 SILL eight * hland Lult-Point Loch 01/27/11 MA,VUFACTURAR OF QUALITY ALUMINUM FINDOIS AND OIJSS DOORS _ F:v.'•.).�,.;.:.•,.�. I ..*.•..`.4.,,;:i. � 'ir Rerlead W comply w/2010 FRC n..�.er..: rye cw., r..a a s.w.•A(ee.o faa.• ar..r ! :(((zBe.ad ta cam I w 2014 FRC MOA APPROVAL IMPACT FRENCH ODOR 4 OF 6 �. •�� •I MIN EMBED ••M•. i I MIN EMBED.INTO TE OF •(�: A—.d AV, 1• _.t+a: �' ',; :;• !'. .: Nel.on Er.zo 01/1e/15 "La Porte" Impact's French Out—Swing Door '• TYP .' 3500 PSI CONC. 5/16'ELCO TAPCGN W/ (TYP.) �'' O R t0•"• ,`� D. Nr . D•F•/,20/ ♦ •'gyp tib Nel.o¢&6.001/20/12 —'+1•1/,.'. 1 1/2'MIN EBBED. ♦♦'/1F IT" sw: n m.mew: nvuuv wuM..: a.wra.)...o- (MW.EDGE OISr.) (SEE SLEET 1 OF 6 FDR SPACING) (MW.EDGE DIST.) DATE----I')">'.,. •.. n.L.. �' FD-2003 G . . ... • . • ••• . . . . . . . . . . stmtrE urearaxr DaeLE eaDVE rnESIm SIDE INTERIOR SIDE GLAZING TYPE & DESCRIPTIONS "- � —Iz v+ SceEvs aaz ........ ala"1'Pll/RUL ----ED xG • • 17 Clezl�g•A�lapt�r • ••• .466" 0 A Laminated Glass b Du out - Glass Type "A" ASSETIBLY S(AEVS Sze •laz"Depth ale.3/4•P1l FUT1. •• •• • � • • �m I• •• ITeY DESCRIPTION D7- 32 VFAEIER0111 FACE U• -- SEIICO e _ ev • JO 31 a t • I 3/16'Amenled ••• •••"" • • • H ,090'OuPont SGP interlayer i ............... 40406 aAi( 3 3/16'Amealed " .3.... .. .. 4 2 - -- \ Leminnted Glees .940"0 A Laminated Glans b Dupont - Glass Type "B" by Dupont or Solutla ITEM DESCI�FIOH OB7AIL 33 INTERIOR SIDE p0� 'yFvoe�'•.�"or•"C" • 416 1 1/6•Annealed SIDELITE JAMB ATTACHMENT DETAIL ("TABLE W CERREIPONziN • • _ FRAME ASSEMBLY DETAIL / GLA211aG TYPO0EESCREPTI • • nd 2 Aso'DuPont PVH Interlayer T • • • •• • Bead1/4 10 3 1/8'A—DWO! 1 aaw'� \GLARING ACCESS H0.E 32 3 3 • • • (ISVVNSIDE) a 406 • • • • •EXWAIDR GIDE .940 0 A Laminated Glass b Solutla - Glass e C SILL SEALANT DETAIL a GLAZING DETAIL #1 ITEM DBSCRPITON DErA¢ 94 I.TO IEAaCR TO ME SEALED SIMILAR TO SRL L[R I'4Ot 1 1/8'Heat-Stmrgthened Glass t �MINGE SORE 2 490's.Ftex PVB Intrrlayer -F LIFT 6F 3 I/e'Reat-Strengthened Glnss I a](r AND REMOVE/ TH INTERNAL Ir INTERNAL R00 3 B' DIA INTERIOR SIDE NIDE ATTAnaERT ID Glszing Adapter Glaai Slloone GLAZING TYPE & DESCRIPTIONS saEVs a3I 5/10"JaEnlnated Glass E 11 .940' 0 A Laminated Glass b Solutla -Glass e D DEPTH LDG-- • IN x 3/4•%NMOL / 7/B 33 34 Gle g De lh yrgY DESCRIPTION DSrAm HINGE ATTACHMENT - (SEE TABLE V/CORRESPONDING 1 1/e'Hent-Strengthened Gess GLAZING TYPE a DESCRIPTION) _ _ Q Ji4• 2 .DW Saflex PVB Intrrt er DETAILS Aasss RILE / er——— _T( LOVER / 3 1/B'Hent-Streegihenfd Glass �_JJLL PRE-PllElC1 LEFT NY11 IONfL LM In pWi STILE S ILS J/D• NOTE I� 1/4"Insulated { t/4•INSULATED AIR SPACE 34 a3.r Air 3 ece w/ 3 1/8'TEMPERED GLASS V� 1/0'Temp. Oleas 1 - .340 0 A Laminated Glass b Solutla - Glass e H STRE EOTT•1 IueKe ATTAafOiT IED IaIT INSULATED SPACER•TruSenl'- Glazing Beed AND VAnEs Ara Senl Selggle Spacer O I7'®t DffiCRIP710N D6rld I i aDD xV3/n'aH'MaL PANEL ASSEMBLY DETAIL Pt.l o.e12 25Ha 3jpaEt zB I I/e•Heat-Strengthened Glnss 2 490'DuPont SGP Intert+yfr EXTERIOR 3 1/8'Heat-Strengthened Glass ACCESS 10.E�, ,D .4 1/4'INSULATED AIR SPACE a3o ° GLAZING DETAIL #2 3 1/e•TEMPERED GLASS 34 aaTTo(LFFT JANE Mlllft xnw[A0 0.uG ]/IA•( v,14 EIS STEEL rat J25� sU SHS OR SELF DRILLING SCREWS Ml{SMS OR SELF DRILLING SCREWS INTO NETAL STRUCTURE -NTD METAL STRUCTURE (SEE NOTES FOR SPACING)..I{� (SEE NOTES FOR SPACING)�..I�.... q P-{NIN EDGE DIST. II (6063-TS H1H) UEDGE � DISII(qy.G36 KSl MIN.) INIM TUHE MILLION STEEL TUBE OR COLUMNREFER TO APPROVED (STEEL IN CONTACT V/ALUM3 MIAMI-DAA NOATOBE PLATED OR PAINTED)INlc41 TN[Nnt�t ,L 1/4'MAX.SHIM TMP. 1/4'MAX.SHIM 7YP. I "T T PRODUCT REVISED aaa w F' ��, smPYulg wishaF7oteda Las, .Ho lin�1 ,' N Oend• Na1 L{• ri HIM. 5/16'ELCO TAPCDN V/EDGE DIST. 1 1/4'HIN EDGE DIST. 1 1/2'MIN EMBED.5/16' TAPCIDJ V/ Typ THOMAS 1.SOT03 HINGE ASSEMBLY DETAII.YP CSEE NOTES FOR SPACING) 11 (SEE'MIN FOR EMBED. 13N PROPE3� �l GMRR #FD-624-2 Nllpmducl Coll m (CONC.TO HE 3 KSI HIM.) 2 x(P,TJ V00➢Ja1CK �� °s Rvised t Notes: LAA TqT�® 7p 7 1 )I/2' `I�•,' T ll/2- (SEE GEN.NOTE 13) �� /' �� L1[/��IBIl VI[E// 1`�7// (MW� ED.)•,, (UIH. MHm �� S•`••0 °v Revised b comply w/FBC2004-11 01/05 8501 NW 90th St. `ter �' •'(� Redeed to Comply w/FBC2007 AT added MEDLEY, FLORIDA 33166 - O 5225 ••;•{T Insulated Clave 01/22/10 IN S RIES, INC. (305) 696-8660 Ashland MuR.-Paint Look 01/27/11 MANUFACTURER OF gUALIIY ALUMINUM IINDOIS AND GLASS DOORS 1/4'MAX,SHIM TYP. 1/4'MAX.SHIM TYP. '' o IT- R6* d la comply w/2010 POC nn.r c1..r: aa.e tt..e we+cae•ea.s. s..(.r/Mr+.D Tgr,m sA«R �'tJ• :!(J v Revleed to tom 1 w 2014 PBC NOA APPROVAL IMPACT FRENCH ODOR SOF D OF :,Iv:: : RMnr+RP: s.(.cA..a.i Nelson Eraza Ol/ie/15 "La Porte" Impact" French Out—Swing Door NOTEI OP710UL INSTALLATION DETAILS MAY APPLY AtSs+�.;'; �+(: •4� Nelson Erazo 01/20/12 TO DOOR FRAME JANE AND/OR FRAME HEAD. FRAME INSTALLATION OPTIONAL DETAILS ZQ�� (TYP.) � I �( aw.:n.l.s. arse Ms.Mw: wave°R.eaaw: FD-2003 R04rMn 4..,.t G DATE_____ .. .. . . . .. .. . . . . . . . . . . . .{1.078 I 3'S I I 4,500�I sa� 3/8' B 3/8.O.D. �3�� .076 -�I- II .050 STEEL BOLT STEEL BOLT 3• .975 062 • '�0 •• ,OSE• •• 56 GU DE. TOP 56 J- .9f :Pi -� ••1.7 �• • • ••• 1.750 m Gu[DE �'��J/ II .065 1.259 1-_ 410.909 •• • •••.014 • .127 - - - ..667 GLAZING ADAPTER QUARTER ROUND FLUSH BOLT AND L-910 28 (11/16") BEAD I O FRAME HEAD Q gB # N PANEL HINGE STILE 1 s s A 49 ANGLE TWO-POINT ICK �'FD-834 l O) #L-907 PL-901 b b a • • •• • • •• NF'D-827-1 • .6 • ••• • • •• 4.17 n..75 .119 .730 • Ae6• • 'fT' • �I f • . .064 . -{ rte'•808 .100 -E .064 2.000 1.500 124 11 HIOBIF.AF 10 (3%B BF.ARDOUND 1.7s0 -T R �, t #L-912 5 2 1.500 070 14.500 5.05 i & R S FLUSH BOLTANEL T- .06 O#PANEL L-906 LOCK STILE O L-902 LONG SILL 47 ANGLE I 656 1 1/2' LONG 1-d -" $FD-625-1 0.656 ,808�I I-1.75- 1.750 Fl .812-i QUARTER ROUND 1,066 .063 MULTI-POINT M3LT1-POINT - LOCK ACTIVE LOCK PASSIVE O(1/4") BEAD .12g �r�� g 1.250 #L-911 .072 I 214 7 CYLINDE - 1.625-{L0198 LOCK I 065 2• I 045 '1 os o HALF ROUND � 1 4.000 4 5n •.. 04 42 FALSE MUNTIN RAIL ADAPTER .072 .500 IAMB 1 06 - O O 1 1/2' yL-913 O #L-909 .094 - O OL-004 082 .100 T 50 51 •52 53 --��1/8' Flaxlble Vl Fwc Com oeltion-Taam Plastics,Inc. I 4,348 SIDELITE PANEL '1. FPVC&sok Con sand No.7200.75 1.812 OALUMINUM PLATE PHYSICAL ASPM NO. -,I,, -I .136 .10o 35 2" LONG DuomercrHudm.A",10S. 75 D-2240 #HC-002 SpxfOc Gravity 1.45 D-792 I + 0.078 0450 J Te 9.Sb"&d%PSI 1640 D439 PANEL TOP & Itt ACTIVE HANDLE 5 PASSIVE HANDLE Mosaic ElocVdioo,% 340.0 D639 5 BOTTOM RAIL FRAME )AMB 4.066 6 TRIMSET g 6 TRIMSET Modulus@]DOS:FJmyaOm,PSI 765.0 D-638 L-908 O L-903 44 FRAME HEAD SHEAR PLATE g §7l t Bdtdmes; .31.0 D-746 L-916 '2. FPVC White:Compound No.7267-7b 6 PHYSICAL ASPM NO. � F-2.688 Y I Du(omcks Hard.."A",IOsa 75 D-2240 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES I 500 5 2. SHE ELEVATION AT SHEET 1 OF 6 FOR •218 .IOo a Spmific Grmity 1.45 D-792 p ir T-desinngh PSI 1640 D108 ANCHOR O.C. MAX. SPACING AND LOCATIONS Ultmak ElmMlion Y. 325.0 0438 RODUCT REVISED TI R Modulus®100°/.FJa)galion,PSl 765.0 D-638 :com 1 m (vilhJ�M:Florida. 4.500- ) "�' Im BriWcn .30.0 6746 BAuisrB CoN /L�� O�a O 45 FRAME LOW SILL plenty 11... f�.LfJ L-918 >Zaw THOMAS OTOS "��`'' � REFER TO DETAIL'03•AT SHEET M 3 OF 6 PRO ER - " FOR ADDITIONAL NOTES AND LIMITATIONS. a R 57 BOTTOM BOTTOM q bI AUWW ads Product Control DUDE GLIDE 57 ♦ d Tq T ® T �� `♦♦ _AI jO ice` Revision Notes: 1L/�p8 V/A,// 1\\7// -' �- F V7 n Revised to comply w PBC2004-11/01/05 8501 NW 90th Sl. a 3/8•DJT 3/8.0.0. 5 225 ''P Revised to comply w/FBC2007 k added MEDLEY, FLORIDA 33166 n STEEL STEEL BOLT - * •=h Insulated Glass 01/22/10 N RIES, INC. (305) 696-8660 STAINLESS STEEL DOLT 1.) Ashl-d Hult-Polnt Lock 01/27/11 MANUFAMMER OF QUALITY ALUMINUM IFIXDOFS AND CUSS DOORS (.>5/16.O.D.SSS(./-760 Pa F) ;i>;, Revised to oomply w/2010 FBC a....res,: pyN cl...: r w 0.(ars.an n_. s•A..0 Optional Multi-Point Locks (.)31W 00.SSS<./-B60 psF) :�/� MOA APPROVAL IMPACT FRENCH DOOR a OF 6 QF Revised to aomD w 2014 IBC 86.0 pat DP) „� xsw.e xs: Dw/18/c ) OPTIONAL Active Lock Posslve Lock OINACTIVE-PANEL •'cC R tOP 4�♦♦♦♦ Nelson Kra=e 01/16/15 "La Porte" Impact' French Out-Swing Door 46 TWO-POINT LOCK ASHLAND 11V5110-S7ACT5 ASHLAND RW5110-STPAS4 18 FLUSH BOLT HC-001 D_aw D°0 Drams LOCK NHC-050 it FF S'J 1k• Nelson Hrazo 01/20 12 76.0 psi DP) HANDLE L TRIMSET HANDLE h TRIMSET D 1.1 IJ arse, Fina moos..: Orau4N xvms..: x«t.es l.wo ASHLAND RW5201A-A ASHLAND OW52OIA-P DATE___ n.t.e. FO-2003 G E. F F a j MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries,Inc. 8501 NW 901h Street Medley,FL 33166 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 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, including the High Velocity Hurricane Zone. l DESCRIPTION: Series"4200/6200 Flange—Frame"Aluminum Fixed Window—L.M.I. ' APPROVAL DOCUMENT: Drawing No. L42004200-1201, titled "Series-4200-6200 Flange—Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., beating the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration.*�gtg-by the ...... Miami—Dade County Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •„••, • ...... LABELING: Each unit shall bear a permanent label with the manufacturer's nttm4 or logo, city, state, •• series, and following statement: "Miami—Dade County Product Control kpproved'�•tirMis othettyise noted:” herein. • . . .. ..... RENEWAL of this NOA shall be considered after a renewal application has beer:fi.1.�..2nd ftr.� a.s.been...... no change in the applicable building code negatively affecting the performance of tl*ic"-4D luct. .• TERMINATION of this NOA will occur after the expiration date or if there has Been al•evisi4ta pr:4iange••••% 1 in the materials, use, and/or manufacture of the product or process. Misuse of this*-NM•as an endorsement.... of any product,for sales, advertising or any other purposes shall automatically--terminate this '114yA;Vailure F 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. 12-0307.06 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 Jaime D. Gascon,P.'E: NOA No. 14-0908.18 MIAMI•DADE COUNTY i Expiration Date: August 22,2017 Approval Date: December.11,2014 Page 1 1 , t r F Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L42004200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an arch-and a rectangular fin-frame fixed window, prepared 'by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated. 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NDA No. 12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a rectangular-, a circular arch-- and an elliptical arch fin-frame fixed window, prepared by Hurricane Engineering & Testing,-Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI 02-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580.and datVIVI 10/09[•.... . all signed and sealed by Candido F. Font,P. E. •• ;0600 0 • 0 0 (Submitted under previous NOA No. 12-0307.06) "0 00000*3. Test reports on: 1)Uniform Static Air Pressure Test,Loading p�j tMC, TQ,t IQ2-94 ;•• ••; along with marked-up drawings and installation diagr"aixt0.df a :Artahgular.... fin-frame fixed window, prepared by Hurricane Engineeri1g•:4c Testrg; Inco,•:•• Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09-2V11, dated"';• 09/04/09, HETI-09-2585, dated 07/10/09; HETI--09-2581,01d ed 07/16/09 and�� HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font;P.4' • 0000.. (Submitted under previous NOA No. 12-0307.06) 0... . 0 000 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TA'4202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 6 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Sttbntitted rtttder previous NOA No. 03-0327.11) Jaime D. Gascon.E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 a rectangular`, a circular arch— and an elliptical arch fm—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03,-HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda,P. E. (Submitted under previous NOA No. 03-0327,11) 6. 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 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI—Ol-1193, dated 04/08/02,both'signed and sealed by Hector Medina,P. E. (Submitter!under previous NOA No. 02-0701.01) 7. 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 a rectangular—, a circular arch— and an elliptical arch fin—flame fixed window, prepared by, Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02;115 , dat j+4k8/020 0 0 0•• HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated (n/d'1/D2, all'sij!ed and 0000. sealed by Hector Medina,P. E. 0.0.00 0000.. (Submitted un der previous NOA No. 02-0701.01) 000:90 • 0000 .. 0000.. 0000 . .. 0000. C. CALCULATIONS • 0000.. 0000 0000. 1, Anchor verification calculations and structural analysis, ooz�iplying•vrm4h FBC;•0 0•• prepared by manufacturer, dated 03/01/12, signed and sealC:ftV:Fhomas 1. Sotos, •, P. E. 0 0,0000 .0000. (Submitted under previous NOA No. 12-0307.06) ••0• 0 •0 0 ;•••• 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 14-090818 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-2 f k Lawson Industries,Inc. f' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. ,MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas©Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 7 F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"' Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12--0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09 2614, dated 09/04/09, HETI-09-2612, dated_09/02/09, HETI-09 2586, dated 07/10/09 HETI-99« 584....... dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09%W, ,:dated 07410/09, HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/44/4A—HET *09•-2585,••••:• dated 07/10/09,HETI-09-2581, dated 07/10/09 and HETI-090-2'311, dated 09/10/09,;••••; all issued by Hurricane Engineering & Testing, Inc., signed and Anted by candido F.' • .... . .. ..... Font,P. E. (Submitted tttider previoris lYp�,Q,yo. 12–t*QZ 06) ••000 - 6. Laboratory compliance letter for Test Reports No.'s HETI-12.-.4010 dated.03/05/12,...... HETI--11-3363, dated 03/05/12, HETI-03-1778, dated 01/3-.O ft,:�IETI-03-1779, •; dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03*1777,•date4.01230/03....... HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, date�.0A30/03,.all.lssued .... by Hurricane Engineering &Testing, Inc., signed and sealed by Rafael 44t Veda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange–Frame" Aluminum Fixed Window – L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-3 .. .. . . . .. .. . . . . . . . . . . . 74.000' SERIES-4200 / 6200 FIXED IMPACT WINDOW - FLANGE FRAME • WIN W WIDTr • ••• APPROVED WINDOW ELEVATIONS (.L.M.IMPACT) A w D3• • • • w a z n..ro h AT CORNERS u N a 0, V . WINDOW HEIGHT WINDOW HEIGHT • --- L- - .,� • :• MAX.•• m O M W 0 WINDOW HEIGHT /`- Z i/ II• • • �TY�• 3 F � VI➢TH LEG HT. m 3 p i/•// . ii• •• D • Z Z I VIN00� W •, • •.,• • • • p O ',00 Mz 4Z �' O WINDOW VIDTN WINDOW WIDTH M In 17 QUARTER-ROUND ELEVATION .Z. C a PRODUCT REVISED p HAI F-ROUND TYPICAL ELEVATION ARCHED PICTURE WIND w camlyiug With the Nlodde m HuRdigCd LAaplanNco -O o 7. pq wtiarnl ado Pmducl Comm O 0 U WINDOW NEW. EXT.L INT.FALSE COLONIAL y y z IGH WINDOW HEIGHT TYPICAL ELEVATION MUNTINS ARE APPLIED W/ FI WINDOW HEIGHT TESTED UNIT LLICONE AND ARE AV NOTE: AVAILABLE AS OPTIONAL. a WINDOW I MAXIMUM GLASS AREA TESTED APPLIES TO N o o VIDTH II.. �I"nav vI°THGLASS TYPES: E, F, J, K AND L. - SEE CQ IDTH II VINnOV VW K Lam— DESIGN LOAD CAPACITY TABLES ON SHEET 4 WINDOWS ARE L.M. IMPACT F�ya V4 Ga HEXAGON TYPICAL FIFVATION RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE vn"oow ELEVATION MIAMI-DARE COUNTY APPROVED FOR SIZE LIMITATIONS OF EACH GLASS TYPE. W C I O � SHUTTERS NOT REQUIRED h I General Notes: �A WINDOW HEIGHT WINDOW HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE jg L LE HT. VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. # WmDT (SHUTTERS NOT REQUIRED) ) ro WInH 2. WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING ' m WINDOW VIDTH FULL IND TYPI wIIFvnnON worth RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS WINDOWN m OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. R RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELEVATION 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ONALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . A 3 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 11II� TO BE REVIEWED BY BUILDING OFFICIAL. $ N WINDOW MIGHT wN� ry 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND Y GSf f33 WINDOW NEIGH HEGHi r FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN: LEG HI• I (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES).-0 a 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 301t. IN THE HVHZ, THE WINDOW VINDDV WIDTH I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT E W nrH LEGGED EYE BROW ELEVATION RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). Sd WINDOW VIDTH ov TYPICAL IEVAnoN 7J FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 1 ouARTER-aouND ELEVATION 0.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED %% * •d �A��!o (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) 05✓ •• .•'••Za��, 1 ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED 1N COMPLIANCE WITH THE 2014 FBC CHAPTER 24, Au N tL O �� _ , SHAPES A5 910WN;CAN BE VERIFIED 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. a •� WINDOW HEIGHT BY INSCRIBING PICTURE WINDOW SHAPE WINDOW HEIGH WTHIN A SOUARE OR RECTANGLE, AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS � tS N * •f>J SHOW IN DOTTED LINES AND OBTAINING USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE L V'"mi- ALLOWABLE LOADS FROM THOSE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE o VIDTH SHAPES.PROVIDED PERIMETER ENTIRE MULLED SYSTEM. VINDDV WIDTH FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. 12.) SEE SHEET 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 'S'1 .• O OCTAGON TYPICAL ELEVATION •EL IPTI AI'TYPICAL ELEVATION 13.) ALI, METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE fc+�4RtltetTp�``` F PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG..CODE. G Ll • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • #14 S.M.S.W/1 1/4' #14 S.M.S.W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO WOOD. - PT. WOOD BUCKS NIH.EMBEDMENT INTO WOOD. & TO BE REVIEWED BY BLDG.OFFICIAL (TYP.) (SEFj ELEVATION�p7 ET p1 • ••• (SEE ELEVATION AT SHEET •1 • FW�IAX.FAST�NEF;SPING) FOR MAX.FASTENER SPACING) vv xAx. INTERIOR • • •• • o O r1U1 mAtE I'MIN_ lILIMNEQADHE39VE •• o O O INTERIIDt FINISH �- J • iD =SIG CGMPGWD • , b(0 q T. ! NOT.B11 UVSISH INDU$TRIE$,INC. yl • - - ^ Q ;:• ,.:.::.. .:... :...,;, -------------------------- ATERI "A • DGE DISTANC - • • 7-., •• •I • L:MI TEj W' SS 'I/4' TAKEIN W/1 1/4 M i (� •y ,.i MIN EMBEDMENT INTO CONC P) N l 0 (o y '--"._.""'---"""""..... EXT. GRADE I + (SEE ELEVATION AT SHEET#1 FOR MAX.FASTENER SPACING) CAULK m p(n q WO1 • • • ••• •• -- --- 3�.oM.. < W q xx xx - • • s • • 7EMENT Z W d Tn zo 00 40 LT,El,BE %T.GRADE BACK BEDDING AI :W Z 1 I/4' MIN. • • • • • �Z p O a F- MBED - _- <_ _= ( QIAAPPLIED BEHIND S LI QO O O INBOV FRAME FLANGE HY _WEATHERPROOF STALLER(TTP.> j = -- - 1 1/B' MIN. c-MOISTURE BARRIE ! i .. A `�'•' Bc BY OTHERS QYP 7" ! ij ----- - •;` EDGE DISTANCEm1 1/4'MIN. Ix EMMGCG�TN' - OD _ EXT. GRADE EXTERIOR , a dN CAULK `<-\':;tip;,:* �a7 z a s: EXTERIOR EXTERIOR GRADE _ _ U R PERIMETER CAl1LKING `EXT.GRADE PERIMETER z ` CAULKING NOT BY WINDOW FRAME MOTH ®H^,i . C LAVSON-APPLINW1IED BY OT (T HE APPLICD HY OTHERS C 1 � (TTPJ qz O r MIN. #]a S.Ms.V/1 I/4• 1/4' TAPCON W/ 11/4' STUCCO OVER METAL LATH NAILED TO DGE DISTANC MIN.EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC,• O CV EXTERIOR GRADE PLYWOOD SHEATHING (SEE ELEVATION AT SHEET #1 (SEE ELEVATION AT SHEET #1 N ()4 V TO BE SPECIFIED BY ARCHITECT OR G.C. FOR MAX.FASTENER SPACING) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. N W O a NOT By LAVSON INDUSTRIES,INC. MUST SUSTAIN IMPOSED LOADS F F ED EXT. GRADE 1 1/D'MIN. > CAULK WOOD FRAME INSTALLATION DETAIL. 14'MIN. ''"i L. F. • : w I ggq0 In EMBEDMENT` f` : . • 1 1 4' HIN. F ,+-•pT ,,�,,,+e.., + a a AEMBEDMENT • d: Q Z eN mm 00o £%TERIOR GRADE I PERIMETER CAULKING 5 ° I SILICONE ADHESIVE 1' BEDDING COMPOUND B to EXTERIORE < 5 INTERIORpi tl WINDOW INSTALLATION NOTES: 1/4' MAX. ; ad 1. THE WINDOW FRAME FLANGE TO BE HACK-BEDDED W/ AN EXT. SHIM LAMINATED GLASS yyg GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 2 TYP BY WINDOW INSTALLER (TYP.) 3 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO 1 L/4' NI O It �!i##Ipplpf11B1 BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK EMBEDMENT 0i •p( aJ IPj EXTERIOR GRADE BY OTHERS (TYP.) PERIMETER CAULKING '•��' ••••••••''•.��C rfa i • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR EXT. GRADE . , O MASONRY IS HESS THAN 1/8", SHIMS ARE NOT-REQUIRED. CAULK + +.. 1.1 ufGd ,r ANCHORS NOTE: V. R BY �`:_.''. •f d'.P4aoD.uer vISBD Z,; ANCHORS TO BE #12 SMS OR W0. SCREWS INTO WOOD, OR �.; + 1 1/4' HlNalsco',7iii 4ti(Ndml'brWo •.:'oy.. ;'F;;. d: e EMBEDMENTE)IAivaCodc /I b • 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., r'i a. .i .. -'Ac'ptnnco No + + �•j,O o; `'_U WITH A MINIMUM OF 11/4' PENETRATION INTO WOOD OR '" +' ^ + �' !pV, )o _,y 4r ."a,: I ' .,L' • CONC. AT 12'-O,C. MAX. .. E. :.11iti01))B:10 IN, Wntro A . . ... . . . ... .. .. . . . .. .. . LAMINATED INSULATED GLASS COMPOSITION TYPE B 5 16' LAMINATED GLASS COMPOSITION - TYPE A SILICONE ITEM DESCRIPTION DETAIL - SCHNEE-MOREHEAD SM 5731 • ••• 0 ITEM GLASS DESCRIPTION I 3 DETAIL DOW CORNING 8!9 0G I I/8' ANN. GLASS __ —p •• •fREMCO SPt•CTI=11M�1 •• • ve• ________. 1 1/8' ANNEALED GLASS /e• :. , • • • • • • Too 2 0.090' SAFLEX PVB-SDLUTIA ® v�4 tL� 2 0.090' DUTACITE PVH-DUPONT -ai Lg• p : •• ••. y 7Q-, x - 3 1/8' ANNEALED GLASS I�9,r - 3 1/8'ANNEALED GLASS -- I 1 9 0.340• 000 0••�'- 0•• • IL • - - M m y - 4 1/4' INSULATED AIR SPACE ;I ; LAMINATED a A .� 5(x) 1/8' ANNEALED OR TEMPERED GLASS T 5 i6 LAMINATED GLASS COMPOSITION - TYPE D B MONOLITHIC o .. qq Swye� ITEM GLASS DESCRIPTION 3 DETAIL ' ��' 0 1q H LAMINATED INSULATED GLASS COMPOSITION TYPE C ••• ••• •• j�• q • 3 v w F 1 1/8' HEAT-STRENGHTENED GLASS no9o• • ••• • • • • S7 z J xoITEM DESCRIPTION DETAIL 2 0.090' BUTACITE PVB-DUPONT -h UW 1 1/8' ANNEALED GLASS 3/,6• -=:=:=:=:-_ Z :z3 1/8'HEAT-STRENGHTENED GLASS 1 0.340, WQ 2 0.090' SAFLEX PVH-SDLUTIA `r ® I/4' \- 3 1/8' ANNEALED GLASS 1^• d� 13 32 LAMINATED GLASS COMPOSITION - TYPE E LAMINATED 3 LAMINATED 4 o 4 1/4' INSULATED AIR SPACE ✓a' =-_= MONOLITHIC MONOLITHIC m cq 5 (a) 3/16'ANNEALED OR TEMPERED GLASS ITEM GLASS DESCRIPTION DETAIL o 1 3/16' HEAT-STRENGHTENED GLASS /9• - .. . . ... . . . ... . . ... . . . . ... 4200.6200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY-PSF 4200.6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART- DESIGN LOAD CAPACITY-PS WINDOW DIMS. GLASS TYPES WINDOW DIMS.I vGLASS TYPE WIDTH ILENOTH A B C D E F G H I J K L WIDTH LENGTH A B C �� €� F *G. H ..I . J K -L in. +/.DP +I-DP r/-pp +/-DP rl•DP +/_DP +/-DP +/-DP__ +/_�_ +/_D_P +/-DP +/-pp In. In. +/-DP +1-DP +/-DP +/-pp y- NDP +W DI. N-D� +,.DP "DP +/-DP N-DP O O 24" x. 68 68 68 68 65 68 68 68 68 78 65 68 19.1/8' 68 68 68 68 68 68 68 7 65 68 y z a 30' 68 68 68 68 65 68 68 68 68 78 65 68 26-12" _ 68 fib 68 8 68 68 68 65 68 Mop 35 68 60 80 68 65 68 88 68 68 78 65 88 3T' 26" 68 68 68 68 68 68 68 78 65 68 n r'� y 47' 36" 68 68 68 68 65 68 68 68 66 78 65 68 qg' 58 68 68 66 65 68 68 68 68 78 65 68 46' 68 68 68 68 65 68 68 68 68 78 65 fib 53-1IB' 68 68 60 60 65 66 68 6B 68 78 65 68 e o& R o 54" 68 68 88 68 65 68 68 69 68 78 65 68 19-1/6' 68 68 68 68 65 68 68 68 68 70 65 68 m p v1 60' 68 68 68 68 65 68 68 68 68 78 65 68 26-10 6B 6B 68 60 88 68 78 65 68 M w q 24" 68 60 68 66 65 68 68 60 68 78 05 68 30' 68 68 66 68 65 E8 68 68 68 78 65 3T' 38-318' 68 68 68 68 85 8 66. 78 65 68 =>- W. R F 36' 68 68 68 68 65 68. 68 68 68 78 65 68 68 68 68 6D B 63. 63.8 78 65 6B ^J=o o U 4T 48" 68 68 68 68 65 BB 88 84.7 58.3 78 65 53.18" 68 68 68 68 0 . .68. .63.E 63.6 • 78 65 68 o 19-116' 68 68 68 68 4 •65 01 68 689 0680 • 78 65 68 48' 68 68 68 88 65 68 68 56.6 51 78 65 68 m 3 a k 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 v I 54" x x X Be 65 68 68 56.6 51 78 65 68 0 3T 50-5�B' 60 68 68 88 65 6B 68 66.2 66.2 78 65 66 o 60' x % x 68 66 66 68 % x 78 65 68 4B' x x x 68 65 68 68 x 51 78 65 68 24" 68 68 68 68 65 68 68 68 fib 78 65 68 53-1 x x x 68 65 68 68 x x 78 65 68 30' 68 68 68 68 65 68 68 68 68 78 65 68 h o 19.1IH' 68 68 68 68 85 fib 68 68 68 78 65 68 38' 68 68 x 68 65 68 68 68 BB 78 65 88 N 26-12" - 68 68 68 66 65 • EB 68 E8 68 78 65 68 P. 47' M. x x x 68 65 68 88 84.7 58.3 76 65 3T 58" 68 68 68 68 65 68 68 x 662 78 65 88 46' x x x 68 65 68 68 _ X x 78 65 68 W 48" x x x 68 65 68 68 x x 78 65 69 U Ch 54" x x x x 65 x x x x 78 65 6B c9 60" x x x x 65 x x x x 78 65 68 53.18' x x x x 65 68 x x x 78 65 68 19-18" 68 68 68 68 65 68 68 68 6B 78 65 68 H °F 24' 68 68 68 68 65 68 fib 66 68 78 65 88 3O' 68 68 68 68 65 68 60 68 68 78 85 68 26-1/7' 88 68 68 68 65 68 68 68 68 78 65 68 37' 63" x x x 68 65 68 68 x 66.2 78 65 68 38' x z x 88 65 68 60 65.5 69 78 85 68 4 O 47' 72" x x x x 65 68 x x x' 78 65 6B 48" x x x x 65 68 x x x 78 65 68 U) o p 4B' x x x x 65 x x x x 78 65 68 53-1/B' x x x x 65 6B x x x 78 55 68 W q � 54" x x x x 65 x: x x x 74.7 65 6B 19-1/8' 68 66 68 68 65 68 68 68 68 78 65 68 H a 26-12' 68 6B 68 68 85 68 68 x 68 78 65 68 N 60' x x x x 65 x x x x 72 65 68 W , O 3T 74" x x x 68 65 68 68 x x 78 65 68 24" 68 68 68 68 65 68 68 68 68 78 65 88 H V 30' 68 68 68 68 65 68 68. 68 68 78 65 68 46' x x x x 65 68 x x x 75.6 65 68 (n 36' x x x BB 65 68 68 64.9 68 78 65 68 53-18" x x x x 65 68 x x x 72 65 68 p 47' 74" - x x xK6. 65 x x x x 78 65 68 19-1 68 68 68 68 65 68 68 68 68 78 65 68 46' x x - x 65 x x- x x 756 65 BB 26-12" 68 68 68 68 65 68 68 x 68 .78 65 68 ��111 A 54' x x x 65 x X x x 71.5 65 63 37" 74-1/4" x X x- 68 65 66 68 X x 78 85 68 z W 60' x x x 65 x x x x 687 65 6B 46' " -x x x x 65 68 x x x 75.2 65 68 W 24" 68 68 88 65 88 68 Bfi 68 78 65 68 53-1/8" 68 Be 68 x 65 68 x x x 71.8 65 68 30' x x x 65 68 68 68 68 78 65 68 38' 84" x X x 65 68 x x x 78 65 68 " o 42' x x x 65 x x x x 78 65 68 \ 41' x x x 65 x x x x 73.5 65 68 24" 68 68Rx 68 65 68 68 68 68 78 65 68 oo 30' �. x x 68 65 68 68 x x 78 65 68 $ $ 36' x x x 65 x x x x 78 65 68 4T x x x 65 x x x x, 76.8 65 68 - 24" x x 68 65 68 68 68 68 78 65 68 Notes (*1: 30' tOB' x x x 65 x x x x 78 65 68 36' x x x 65 x x x x 74.7 65 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAIL & SILICONE OPTIONS. 24" x x 68 65 6a 68 x x 78 65 68 )(2.) WINDOWS WITH CLASS TYPES "B, C, F, OR G" INSTALLED '"s30' 120' x x x 65 x x x x 78 65 6B ABOVE 30 FT. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL z zx x x 65 x x x x 74.1 65 68 BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT d _ RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). ; . 3 \\1111 I/f1I,,,, O Off s q1 N W 3 PasRODUCTRGVISEU -'Zvi canplyipg+xith Ow Flpride 0 Bu11Nng Code �QQ+ Q. `' z Accept>mce No /'^VV i� SSS,�i ..• . �`��y I WITH AND LENGTH DIMENSIONS CAN BE ORIENTED EW P'••,�%y•••••p YTS`` VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Alam ade PmA"ci C�nvol 171 IIYY F 6 A . . ... . . . ... .. .. .. .. . . . . . . . . . . . . ... . . . . ... S°u t/ rn SYS BILL OF MATERIALS N re FRAME JAMR FRAME HFAa 1/�'N°Y M414 • • • ••• ITEM PART QUANTITY DESCRIPTION sioc or rnAY 10 • • h 1Y Q MATERIAL REMARKS • �` 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - ••r •• • • •• a • • • t/s-x s-tuw�osA • • •_ • e _Q z q b 2- L-7708 -4 GLAZING BEAD(5/16" GLASS) - 6063-T6 - ••• 000•• • _ M h a I 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - w m 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - a N G y 5 L-7711 4 GLAZING BEAD (5/16° GLASS- INSULATED) 6063-T6 - ��•ted .00 ••• •• • 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - ��f�� •• • •i z> F W a R 7 N8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 7�.,� ••• •• FRAME sly or HF+n N W= q N 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - FRAME JAM I ® B co m a R L o 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC - 7 RECT.OR SQUARE WINDOWS 5pq m 10 s AS READ. GLAZING SILICONE + - TYP�� ORN R -ONCERUCnoN F a CIRCULAR WINDOWS 11 PL 75.6020 AS REQD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" O OR MITER CORNERS O z S 12 812-25H-357 AS REQD. "TruSeal" Dura Seol Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE U o FRAME RADIUS JOINT FRAME END CORNER z WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS a 2 643 1 310 r� o SLANT W N o EAC 1 1201 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED f4 a SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR W I 8.040 IFSILICONE .781 .062 TYP1 .050 -TI p TYP. (n 808 .,..77 773 W q 4--1.509 2 GLAZING STOP FRAME HEAD/SILL/JAMB (5/16" GLASS) PRODUCT REVISED tt os cornplyiug WAIL the Florida Q e 310 EuI'ding Codc OQ• A i- Acccpl- No (J .040 I .04�- 0 SEE MULLION APPROVALS FOR HrPI olc r Q o .B5 .850 _{250 MULLION TYPE,SIZE AND MAX. _ • A 272 DESIGN PRESSURE LIMITATIONS. R 1 c ALUMINUM MULLION Miami ado Pr°ud Control .DSDTYP. LII--- TYP• •� (ALUM.0.078"MIN. THICK) SEE MULLION APPROVALS FOR .773 R l2 X 3/4' S.D.S. MULLION TYPE,SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE:THE LOWER PRESSURES OF FLAT HEAD,PHILLIPS. 19 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) THE WINDOW OR MULL SHALL GOVERN ----- AT 12'D.C.MAX. INTERIOR NOTE:THE LOWER PRESSURES OF (3/8" & 13/32- GLASS) 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN SHIM m z z oso oso INTERIOR .850 •1}5 •9 2 .050 ,0 2 B 12.S.D.S.% 1 1/4'L, ; 050 � TYP. II + AT 12' O.C.MAX. y F TYP I NOTE: Y K 3Kt b84 1� .soo {{{{111111/1/1/ 5 6 1.ALL STEEL IN CONTACT WITH INSULATED GLAZING STOP ALUM.TO RE PAINTED OR PLATED. S{ �• INSULATED GLAZING STOP __ I .._______.-.._ 2,METAL STRUCTURES: ,Oy'••• •• ••••�i',�::, W/• 5/16" LAMINATED GLASS W/ 7/16' LAMINATED GLASS .---_,-.____.___ �I A) STEEL:£9- 36 NSI MIN. J., I{ -'------ •1a In (STEEL 18 GA"MIN.THICK - 0.048•) C4 O 0* ; .... ..-... R)ALUMINUM 6063-T5 MIN. N w W (ALUM.0.078'MIN.THICK) MY F :' WINDOW FRAME 80D EXTERIOR a PERIMETER WINDOW FRAME SEALANT r,`•1 EXTERIOR GRADE �� EXTERIOR 8 ,466-" PERIMETER CAULKING I - � ,�,,••'••••••••• .••(C - GLAZING STOP (CIRCULAR WOW.) FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL r'' a MIAMI•DADE MIAN11 DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTDIENT Or REGULATORY AND ECONO\IIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADINfIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae.eoWecoil omx Lawson Industries,Inc. , 8501 NW 90 Street Medley,FL 33166 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 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(1n 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,including the High Velocity Hurricane Zone. f DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I:' APPROVAL DOCUMENT: Drawing No. LAW--MR-1001,titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer,d signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, r' 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 tli!erelias been...... no change in the applicable building code negatively affecting the performance of tt+,*p aluct. ••�� •, ..... r c TERMINATION of this NOA will occur after the expiration date or if there has MeN VreviAn or ...... in the materials, use, and/or manufacture of the product or process.Misuse of this MQQ as an plidolsement•••• of any product, for sales, advertising or any other purposes shall automatically tetTtl4mat2this IQCrA.Faiture..... to comply with any section of this NOA shall be cause for termination and rennovaLQ9v"A. , .... ..:..• ADVERTISEMENT: The NOA number preceded by the words Miami DatltCounty, T16fida, and"••;' followed by the expiration date may be displayed in advertising literature. If at*'portion of the NOA is000000 displayed,then it shall be done in its entirety. •••••• • . . INSPECTION: A copy of this entire NOA shall be provided to the user by Nkeo t;anufaettiow.or it;000 distributors and shall be available for inspection at the job site at the request of the Building Of cittl. ' This NOA revises NOA No. 12-0127.07 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 Jahne D. Gascon,P.E. AVMfAM4PR CMR IftOUNTY %i. NOA No. 14-0908.08 E f r�N Expiration Date: May 30,2017 Approval Date: November 06,2014 Page 1 1 a Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,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 previous 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 previous NOA No. 02-0501.05) 3. Test report 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—inch span aluminum tube mullions 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. r (Submitted under previous NOA No. 02-0501.05) t 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. r 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 . .Soso along with marked—up drawings and installation diagram of a n•umi", in sliding... • glass door, prepared by Hurricane Engineering & Testing, Me.,*Test Rep8rt No. •. HETI-02-1718, dated 8/27/02,signed and sealed by Rafael E.4`rez*Seda*,T. E. - **0*** (Submitted under previous NOA No. 02-0501.05) 000S .. :-o--: 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per RBC,TAS 202'-94 ..... along with marked—up drawings and installation diagram of•ae•altiminulpft•sliding•:••. glass door, prepared by Hurricane Engineering & Testing,'?nC.; Test Wtort No"' HETI-02-1717, dated 08/27/02, signed and sealed by Rafael . 15ro;---Seda,P.X. 0.: (Submitted under previous NOA No. 02-0501.05) """ . . � SSSS.. . .. . . ... .' . 4 Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-1 Lawson Industries,,_Inc. ; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) , 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. t (Submitted un(ler previous NOA No. 95-1212.09) 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—inch span mullion and a 45"inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc., Test Report No. 117L-1383,dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Subinitted under previous NOA No. 95-1212.09) 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 previous NOA No. 12-012 7 0 7) 2. Glazing complies with ASTM E1300-04/09 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 and complying with FBC 5`;Edition (2&4�,;tsued...... by manufacturer, dated 09/02/14, signed and sealed by Thomas7..'otas,P.E. 2. 'Department of State Certification of LAWSON INDUSTRIEe elft. as *a for profit••••• { corporation, active Wand organized under the laws of the SlAfe'o'f Florid4, dated:....: 04/11/14 and filed at the Secretary of State. .... .. • ...0 . .. 0000. f 3. Statement letter of conformance to and complying with F+1ACT2010, issuad by..:..' manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos,`P.E. •• •••• • (Subinitted under previous NOA No. 12-0127.07) ...... • 4. Statement letter of no financial interest, issued by manufacturer,*date;-@§b0/12,. signed and sealed by Thomas J. Sotos,P. E. •..• . ... ;••••; (Submitted under-previous NOA No. 12-0127.07) ' Jaime D.Gascon,P.E. Product Control Section Supervisor I NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,201,4 i a c Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Subinitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HE,TI-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. (Sirb»titted un(ler previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s 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 previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement —L.M.L", approved on 03/29/12 and expiring on 05/30/17. ...... .. ...... . ...... . . . . .... . .. ..... . ...... .... ..... .. .. .... ...... . . . . ....% J i Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-3 4 . . ... . . . ... .. .. . . . .. .. . . • . . . . . . . . . . . . ... . . . THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y !° • AND C4N BF,USED WITH6ALL"WSON'S MIAMI-DADE a ANCHOR/CLIP ANCHOR/CLIP •• • COLNTY�APDR(AVED IMPAOT•AND•NON-IMPACT PRODUCTS. o 0 GLAZING HORIZONTAL MULLION 0 • •REO (A�—• • • M TU8 N n q PRODUCT _ _ 3 • • ANCHOR/CLIP HORIZONTAL MULLION GLAZING ••• ••• •USING LLIOPL QOPENOIES ONLY 3 PRODUCT + N GENERAL NOTES: o;, o C 3 3 • •1..TH'S PRODUCt 1lAS f6RAJ DESIGNED TO COMPLY WITH THE 4 z •REQIj(IMEITStF THEE;LOIF BUI%D G ODE 2014 EDITION INCLUDING z o Q z HI El CI FgJ CA ZONE HZ). "_1 Z VERTICAL VERTICAL II •2.YALL•GLA[INO PRODUSTS OJSED WITH WIESE MULLIONS MUST MEET THE N w x ti Eo MULLION MULLION 3 04 APPLICABLE PLORIDR BLODG.40E19E REQUIREMENTS LE: WIND LOAD, WATER °p:2 3 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. Z -II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS, S M INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. �, ¢ GLAZING GLAZING GLAZING o a I- GLAZING 3 w PRODUCT PRODUCT PRODUCT N o PRODUCT 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. F H 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS () IA EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. yy ##>> Z ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ®H ARE NOT PART OF THIS APPROVAL. 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF c a WOOD ANCHORS ONLY. C 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, w W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET (4' MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE —SECTION 2003.8.4. MULLION SPAN N WIDTH (W) = Wt + W2 + W3 MULLION & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10'FOR DETAILS AND NOTES. ~ ANCHOR/CLIP ANCHOR/CLIP . REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET a HORIZONTAL MULLION N N / 4 OF 10 FOR DETAILS AND NOTES. GLAZING ` REFER TO SHEET S OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS r i 9� 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS VERTICAL PRODUCT 3�Y 3I 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. w �° MULLION + r • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS zo 1 3� GLAZING GLAZING ¢ z PRODUCT PRODUCT ai GLAZING ,' GLAZING II z PRODUCT I PRODUCT o zz 3 3 VERTICAL N ANCHOR/CLI MULLION _ ■ ANCHOR/CLIPL IF o S a0., ,iC• � - .'h i wi W2 wi W2 RzN W MULLION SPAN PILODUCT REVISED .Is wmplyio8 wiW tlsn IlIorWa WIDTH (W/ W1 + W2 WIDTH W W1 + W2 3mldL in:Cone Via 2h f`�y1C R _ = NLaL� V V 2 2 AcccP!nncu i . uryDn� Ot �a I TYPICAL MULLION ARRANGEMENTS 0. s.� Simil�'.v+7 Produce C'ontwl� a Ga . . ... . . . ... .. .. . . . .. .. . 1.690 .156 TYP. .062 1,500 -- •• • 062 • • • •• • p • • • • • • Ml 00 (7 .3.000 - r - - • •- ••• • • • +500 . 062 1.405 1.732 .125Y N¢ U p w 4.000 4'0� .115 7. 0 3.000 �3.062 3.000 .115 2 X 4 TYPICAL • • • • • �.OW • 1.732 2A62 z> o W STD. TUBE WINDOW FRAME • • • • • • •• • I 2A00 4.500 • • • • • • I Z 4 "z t7 2X MULLION CLIP MULLI N •••�-► • • • • I J. o'no a R o o 6063-T6 .IBerI IO2 11.000-i '1 I 102 1.000+1 .156rI .078 `(-`� �T 6.000 f-IA62 1.188. I�IA62 1.188 F�-1.062-i Z z AI NorcH •L• 2X6 1 X4 1 X3 1 X3 1 X2 1 X2 � W � >� �'L' OPTIONAL SMUL ZONE CUSTOM MULLION CUSTOM MULLION PQM MULLION CUSTOM MULLION CUSTOM MULLION 6063-TB 6063-T6 6063-T6 6063-TB 6063-T6 Ixx: 2.070 int Ixx: 1.000 in Ixx: 0.950 int Ixx: 0.370 int Ixx: 0.330 in z a a Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 `' C, a 2.000-d ® z c1 (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAME), Flyl NGE FRAME) j STANDARD TUBULAR SHAPES 2,000 u..wlnplYin!wTTh Ihn I%Iwa Tt 'i7 yyyN :I TYP.WALL= .125'ALL i3uildi08 Cn c A _O O ()I cl I g 94 ALLOY 6063-T6 r1.000 A«cpin tce 1!0 .L. fs� .125 ExpiratioryD no Q�DA .750 TYPICAL � 1 GLAZING PRODUCT DS _ L-F .124 I-1.000-y 4ii2ry U.dE toducl �'I tj I I rn 4 140 /rel 4.000 14000-i .125 7 Z` 6.000 3.000 Fo C 2.000 4.500 a m r 4.000 lu L L Nam 1 X MULLION CLIP 2.000 a000 4Aoo - u 6063-T6 1.X 4 1 X 3 1 X 2 MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION o r ✓"L'� L.� TYPICAL GLAZING PRODUCTS 6063-T6 6083-TS 6063-T6 a NOTCH OPTIONAL 2 X 6 2 X 4 Ixx: 2.070 int Ixx: 0.950 in Ixx: 0.330 in o- HORIZONTAL OR VERTICAL 3 3 3s. $ 0 8TD. TUBE MULLION STD. TUBE MULLION Sxx; 1.035 in. Sxx: 0.633 in. Sxx: 0.330 in. N $ a a SEE WINDOW OR DOOR APPROVAL FOR 6063-T6 8063-T6 i c SIZES FASTENERS ES ANO SPACING a Ix x : 8.280 int Ixx: 2.980 int u z z Sxx: 2.760 in3 Sxx: 1:490 in3 i ,L, "\ 'L'---\ CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS < ;^ (' MULL "L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE c11ARrs AND GRAPHS As Fouows. L X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE L X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. uN e STEP 2 USE APPROVED GLAZING PRODUCTS MEEZING ABOVE LOAD O NOTCH I X 4 3,688' REOUIREMENTS. OPTIONAL STEP 3 USE CONNECTION 70 MULLION AS PER PRODUCT NOTES: 2 X 4 3.688' APPROVAL. .t25 MIN. 2 X 6 5.688' .STE'P SPECIFY MAwMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 20Fl 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. m0 " 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED NE2� ;- -A� r, SNUG INTO TUBE MULLIONS. •,-� � IN STEP I ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 0 ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. a I I 6063-16 INTO TUBE MULLIONS, SEE OPTIONAL STEP ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 2.000--I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A r :0 0: .. .. . . . . . . . . TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS cn Width w MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width w MULL SPAN 1 X 2 1X3 1X4 2X4 2X6 Width(W) MULL'SPAN 1X2 I 1X3 1X4 2X4 2X6 Ell o �� 18 150.0 150.0 150.0 150.0 150.0 18 28.3 61.5 150.0 150.0 .0 18 • • • 42.1 60.5 150.0 o z 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 154.0 • 24• • • 0 0 - • •• 31.5 45.4 126.2 p o q 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 15 .0 30 •• _ •• 25.2 36.3 100.9 En 36 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127-8 454,1 •66 ••• • •• • 21.0 30.3 84.1 In�I o 42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 v' a e v a 48 38-318" 76.9 150.0 150.0 150.0 150.0 48 74-144" 30.6 66.6 95.8 150.0 48 120" 15.8 22.7 63.1 0 A 64 68.3 137.6 150.0 150.0 150.0 54 27.2 59.2 85.2 150.0 20.2 56.1 ° o 60 61.5 123.9 150.0 150.0 150.0 60 24.4 53.3 76.7 144.2 In 460• ••• ••• • • 16.2 50.5 =r" RE. 66 55.9 112.6 150.0 150.0 150.0 66 22.2 48.4 69.7 131.1• E2.- Q• •• ••- • - 16.5 45.9 z>i o z 72 51.3 103.2 150.0 150.0 156.0 72 20.4 44.4 63.9 120.2 2• • • • • • - 15.1 42.1 N,�,_ c- 78- 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.!• •78• • • • ••• •• _ _ 38.8 ao a k a o 18 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4 a 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 132.4 150.0 1 24 23.7 34.1 1 94.8 30 53.6 142.3 150.0 150.0 150.0 30 33.6 73.6 105.9 150.0 30 19.0 27.3 75.8 W a s 36 44.6 118.6 150.0 150.0 150.0 36 28.1 61.3 88.3 150.0 36 15.8 22.7 63.2 F czti 42 36.3 101.7 150.0 150.0 156.0 42 24.1 52.6 75.7 156.0 42 - 19.5 54.2 48 50318" 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 47.4 64 29.8 79.1 129.2 150.0 150.0 64 18.6 40.9 58.8 125.2 64 15.2 42.1 T/1 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.6 53.0 112.7 60 37.9 ®~ o o i 66 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 102.4 66 34.5 8 72 22.3 59.3 96.9 139.5 150.0 72 30.7 44.1 93.9 72 31.6 c 78 20.6 1 54.7 89.5 128.8 150.0 78 - 28.3 40.7 86.7 78 - 29.2 W C w 18 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4 a 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 26.3 73.0 7tF 30 37.5 106.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 30 21.0 58.4 36 31.3 90.1 150.0 150.0 150.0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 D a 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 A w 48 - 57" 23.5 67.5 114.7 150.0 150.0 48 96 _ 30.8 1 44.3 107.8 48 144" - 36.5 z 54 20.9 60.0 101.9 146.8 150.0 54 27.4 39.4 95.8 54 32.5 H 60 1 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 78.4 q722 26.6 o Y 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 24.3 ^ 78 - 41.6 70.6 101.6 150.0 78 19.0 27.3 66.3 22.5 18 46.3 133.4 150.0 150.0 150.0 18 26.5 57.7 83.1 150.0 18 31:0- 66.1 v 24 34.8 100.0 150.0 150.0 1 150.0 24 19.9 43.3 62.3 150.0 24 23.3 64.6 s r 30 27.8 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 " `o 36 23.2 66.7 1 125.2 150.0 150.0 36 28.8 41.5 113.6 36 15.5 43.1 r m 42 19.9 57.2 107.3 150.0 150.0 42 24.7 35.6 1 97.4 42 - 36.9 d *°, O 0 48 63" 17.4 50.0 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 48 150" 32.3 g r33 64 15.4 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 54 28.7 60 40.0 75.1 106.1 150.060 17.3 24.9 68.1 60 25.8 g z z{ 66 36.4 68.3 98.3 150.0 66 15.7 22.7 62.0 66 23.5 t 5 72 20.8 56.8 72 21.5 a E 72 33.3 62.6 90.1 150.0 3i 78 30.8 57.8 83.2 150.0 78 19.2 52.4 78 19.9 ' HORIZONTAL MULLION TYPICAL MULLION ARRANGEMENTS a VERTICAL PRODUCT A-ARCHES MULLION TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPE GLAZING GLAZING o¢ NOTE: min 57, PRODUCT PRODUCT a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVIS(iD _ �(n N ca complyingrvilb 63 PloddB oo .: GLAZING GLAZING 3 VERTICALLY OR HORIZONTALLY. i"Tdn;code INTERPOLATION BETWEEN WIDTHS ALLOWED ncccpmncallo (3//� ..' ' PRODUCT PRODUCT Expim*y)Ivacr� I Wl w2 _ WIDTH (W) = w1 + w2 a a°° MULLION SPAN I 2 A . . . . . . . . . . 1.690 L .125 1.000 7- 1� .062J .688 • • 'III 31� • 1.00` • 1.500 I/1 .1�• I•.�2 F• • • • •68 O E. ,156 TYP. -- : "J ••_-,I •125 • • .125 q z 00 rH 1.405 4.000' .115 1.732 N< 2 4.000 3.000 3.000 3.062 0 ^ � c7 a 2 X 4 4.0003.625 3.000 2.688 of p' STD. TUBE •• e •• • • • s• 3 pvo y MULLION TYPICAL WINDOW FRAME • • ! • • • • Z k Vl Yom-4.500-moi • • • • • Z O ,�!-, F 2X MULLION CLIP •r' • • • • 1 , .� 'n W= O r4 p 6063-T6 2 X 6 .180 I .102 �_ .156 .102 1 X 3 1.1� ao 3 a ! W o 1062 1.062 0: NOTCH 'L' 6.000 STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 o �'L' OPTIONAL MULLION 1 X 4 STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION W t; CUSTOM MULLION 6063-T6 CUSTOM MULLION 6063-T6 6063-T6 4 4 4 Ixx: 2.168 in Ixx: 2.218 in4 F z I 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. 3 3 3 3 Sxx: 1.445 in3 Sxx: 1.479 inU Sxx:xx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. a 2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®H z N c STANDARD TUBULAR SHAPES .7 cq 000 .j TYP.WALL= 125'ALL 2. T (ff O p ALLOY- 6063-T6 1.580 r4 U Ij 11 4taT� .750 j TYPICAL '~ IY V1 GLAZING PRODUCT U �F .180 1�-2.000--{ V) d! F : �0 I 1.625 2000 ,125 2.250 y 4.000 '� R 1 6.000 J12 S.M.S. 012'O.C. 4000 .125 4.500 iX MULLION CLIP 3.000 4.000 3.625 u 6063-T6 4 Is" MULLIONS CONTAININry L NOTCH L TYPICAL GLAZING PRODUCTS C4x5.4 a OPTIONAL HORIZONTAL OR VERTICAL PRODUCTREVISED r r a complying widi the Florid. r o 0 SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Building Code v FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION AcczPlmiceNo_ a a 6063-T6 6063-T6 LpimiWn UOi 1_ �..-,e}. e z By Ixx:19.648 ink Ixx: 7.649 ink MiIA OI ,Prodm6C'wol CLIP LENGTH Sxx: 6.549 in3. Sxx: 3.825 ink RECTANGULAR ALUMINUM TUBE MULLIONS MULL "L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRAPHS AS FOLLOWS. k tt11}Hi'f t.ti •j-i its 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT STEP 1 DETERMINE DESIGN LOAD REOUIREO FOR PARTICULAR OPENING. r' 1 X 3 2,688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-BADE <> STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. 0a NOTCH l X 4 3.688' REOWREMENiS. �OH-< `-: ',` zz OPTIONAL USE CONNECTION TO MULLION AS PER PRODUCT 2 X 4 3.688' NOTES: �. APPROVAL. .125 AIIN. 2 X 6 5.688' S P 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 30l 2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. }l ' 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR o m I SNUG INTO TUBE MULLIONS. IN STEP i aeovE. c 1 ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. I 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3, REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION tT ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. G . . ... . . . ... STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS h Width w MULL SPAN 1X3 1 X 4 2 X 4 2 X 6 Width w MULL SPAN 1X3 1X4 2X4 2X W' th w UL SPAN 1 3 1X4 2X4 2X600 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 159I! ..18 • • • .41.0 0 95.7 150.0 150.0 o z 24 150.0 150.0 150.0 .150.0 24 139.5 150.0 150.0 150. 24 •• 0• .0 71.8 -116.6 150.0 o q 30 _ 150.0 150.0 150.0 150.0 30 _ 111.6 150.0 150.0 . 150.0 _ _•30 0 0 36.4 • •57.4 93.2 150.0 _ ,x..10.0 rq- 36 150.0 150.0 150.0 150.0 36 µ 93.0 150.0 150.0 15 6 ••• • 47.8 77.7 150.0 M 1 w o 42 150.0 150.0 150.0 150.0 42 79.7 .150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 N a v a 48 38-3/8" 150.0 150.0 150.0 150.0 48 74-1/4" 69.7 150.0 150.0 150.0 48 120 16.5 35.9 58.3 149.7 1 54 150.0 150.0 150.0 150.0 54 62.0 1 134.6 150.0 150.0 • #4 o 0 00 31.9 51.8 133.1 60 150.0 150.0 150.0 1 150.0 60 55.8 121.2 150.0 150.0• 0 0 • 0 • • -0 28.7 46.6 119.8 H 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 g.• 0 26.1 42.4 108.9 Z z c z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 • �2 • • • • • • 23.9 38.9 99.8 0 0 O 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 8 • • • • 22.1 35.9 92.1 ro i k 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 w a 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 z 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 E" 48 605/8 150.0 150.0 - 150.0 150.0 48 84" 4B.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 U w 54 150.0 150.0 150.0 1 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 z ca 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 ~ z 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 w a 0 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 '69.2 rCr.� 18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 ~ a w 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.6 67.5 150.0 N 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 j 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 - 23.7 38.5 99.0 A o 48 67+' 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 1 86.6 z 64 137.0 150.0 150.0 150.0 54 28.7 1 62.3 101.2 150.0 54 18.5 30.0 77.0 rl 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3 66 1112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 72 102.8 150.0 150.0 150.0 72 21.5 46-7 75.9 150.0 72 22.5 57.8 o 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 20.8 53.3 4 3 18 150.0 150.0- 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 -79.6 150.0 1� 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 £ r e y 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 - 29.4 47.7 122.6 36 150.0 150.0 150.0 150.0 36 30.2 65.6 1 106.6 150.0 1 36 24.5 39.8 102.2 $ 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 87.6 d a° N q 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 `e pppS �3a 54 101.5 150.0 150.0 150.0 54 20.1 43.7 71.1 150.0 54 16.3 26.5 68.1 u " 3 z :z 60 91.3 150.0 150.0 150.0 60 1 18.1 39.4 .64.0 150.0 1 60 23.9 61.3 1 z° 66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 A ' } 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1 a w 78 70.2 131.4 150.0 150.0 78 30.3 492 124.4 78 18.4 47.2 HORIZONTAL MULLION +NRU117� ='cIAZINO _ TYPICAL MULLION ARRANGEMENTS +• / F` VERTICAL PRODUCT MULLION ARCHES TO BE INSCRIBED Z INSIDE RECTANGULAR SHAPE NOTE. y�n ' }^ •- GLAZING CRAZING Q PRODUCTREVISED PRODUCT PRODUCT :DN a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED wcomplying wit6Ilia Florida y _ 4 c• E 3 VERTICALLY OR HORIZONTALLYBuBding Cn o AcceplwtNnt eQ Q/PRODUCT PRODUCT INTERPOLATION BETWEEN WIDTHS ALLOWED RX mGRAZNG GR �8•ooQ yo"� - I 20 A � 6r 1 a WIDTH (W) 11 -1 W2 �4 W1 W2 io;�baaeP+oau�lcmui� a �� I MULLION SPAN 2 A i .. .. . . . •• .. . . . . . . . . . . . . . ... . . . . ... 5/16'TAPCONS 5/16'TAPCONS MIN. EDGE DIST. 1 1/4" MIN. 1-1/2'MIN.WOOD PENETRAnoN i-1/2'MIN.WOOD PENETRATION 2-3/16" CONCRETE OR • • • • • ••• y W EDGE DIST. z PER CLIP(1 ON EACH WING) I PER ANGLE 4" OLLOW BL CK •• • e'•APyyRY • • • • 5/16'TAPCONS A N I-3 'MIN. BED 0 AyVySSc7NRY• • •,-3/4 MI,'.EMBED INTO MASONRY 3/4 PER-0LI (2 ON EI�N"YANG) • • • • 2 PER ANGLE E -- _ MIN. I •a• ••• I ••• ••s • Moo Z -- I \Z I \z .I -. I � \Z '•.l ..__ r7 f M� N Q rn � a6 y� •I I •T.UCK1X •• •'I ••• �•• 1 m (ZW7 m I I I I 1 11 •• •• 3 G k li •a I'L-i ii ii • • ii iI oC,---2 7-16---- •• • •• ••1X FLOATING CLIP 2 X 2% 1/B'--------- II II ALUM ANGLE MIN. m 2 BY I I U U WOOD BUCK 1 I I I I I II 2 X 2% 1/6I I I W1X FLOATING CLIP U . ALUM ANGLE I 'C 3/4" MIN. 5/16-TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) Uy EDGE DIST. 1-1/2'M .WOOD PENETRATION N 'a03 PER ANGL ANCHORS TYPE 'G' (INTO CONCRETES ®~ 4 ANCHORS THRU 1X BUCK tr w ALL CLIPS AND ANGLES TO FIT SNUG (n y N INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK r o TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4" & 2"x4" MULL MIN. EDGE DIST. H F a 1 i i i i 2-3/16" CONCRETE OR 0 HOLLOW BLOCK 5/16-TAPCONS 1 1 I / / 1-3/4'MIN. EMBED SINTO TAPCONS 1 1 II I i-3 4'MIN.EMBED INTO MASONRY 1 1 2 BY Ij jj 2 X 2 X 1/6' 2 PER CLIP(1 ON EACH WING) T'•---------1 I L1 WOOD BUCK I I I ALUM ANGLE 1 PER ANGLE U , I I \Z .•1 \Z I...-. 1 N ALL CLIPS AND ANGLES TO FIT SNUG M •' '� ALTERNATE INTO TUBE MULLIONS. ''' •i e ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. }— 1 ••I I a i H '" F ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 11 it IBY ILL it 2 X 2 X 1/B' v c c --------- WOOD BUCK 1 I IX FLOATING CUP it II ALUM ANGLE y 5/16'TAPCONS 5/16'TAPCONS N I I I I U U v 1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION \ 1-1/2"MIN.Y70W PENETRATION E GE DIST. 4 PER CLIP(2 ON EACH WING) W 2PER ANGLE I I 1 1 I I N I I o f z z N ANCHORS TYPE 'C' (INTO BLOCKS ANCHORS TYPE 'F' (INTO CONCRETE) M� 2 ANCHORS THRU 1X BUCK �1.T13iltf,<f,i I INTO CONCRETE OR BLOCK .;�'' � }i`i�-r, 11 II 11 II ', Xr 4" M� N N 11 11 0 .. JL-JJ II 11 1 1 E'EN U. ------- I I I I 2 X 2% 1/B' 1 1 vni I 1 FLOATING CUP I I I I ALUM ANGLE2 BY 1 1 N I 1 WOOD BUCK II1 III JLIII /Ij 11 mA'R:cODpCcTo to U ISUID olo ;W�M(I.�Ff lor-idoo f----------.`1 Building CodNU11 Li�pemtionDnlcQ � Q��'O �o ANCHORS TYPE 'B' ALTERNATE 4 ANCHORS INTO WOOD ANCHOR LOCATION Nimnl bode Produa Control - F 4 , . . ... . . . ... . . . . . . . . . . MIN. EDGE DIST. s 16'iAPcoNs MIN. EDGE DIST. 2-3 16" CONCRETE OR 1/3/4'MIN. EMBED INTO MASONRY 2-3/16" CONCRETE OR • • • • • ••• ppp� - 4/HOLL, OW BLOCrK 2 PER 3 1(4 ON EACH WING) 5/16'TAPCONS 4" HOLLOW BLOCK • • • 5/1 7 CO� • • 9• 5INTO TAPCONS SONRY II^II / 1-}/4'A11N.EIABED INTO MASONRY IF' •1-3/4"•IdIN. EMBED WT MQq�y1 •1-3/4 IAI�EMBED INTO MASONRY p q MIN. 1 PER ANGLE 3/4" • 4 FfR CUP(2JNi EACH e]fN • • • 2 PER AN .r �� MIN:- •R!•.••• •• ••• • M00 h z NQS V W . a tp \ \Z •1 M '1' •1. I I f. •I f 17 •I '1 I O K A r �z7 rn O U) W • • • • Z W O O �J' II 11 CONCR II I I • • • • 11•II • • I I I I J Z Q 0 li it li • • II•i1 ••• • li it �O Ih. CONCRE\OR IL-�I CONCRETE OR II II II II CEMENT BLOCK II :111 R Oo I CEMENT BLOCK II II m IL-TI (;-;J II I I 2%2 X 1/6' II.. II 2 x 2 X I/9' p " --------- CEMENT BLOCK I I I I I ALUM ANGLE -- -------- - f-�I 11 I I ALUM ANGLE S �' Q .N 1 I I I FLOATING CLIP U N 2 7/16 FLOATING CLIP I I U U x 1 I I I I I I I 1 I 1 I ti 1 I I I I 1 I MIN. I I I I I I I I I I I I I 1 1 N 3 1/4' O � F .. .. MIN. rZ iii MULL- y MULL ®N 'J Cd � !n ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'O' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETES ANCHORS TYPE 'G' (INTO CONCRETE) a a i 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 5 1"x4" b. 2'x4" MULL pp 5 f_________1 ALTERNATE MULL U I I ANCHOR LOCATION MULL I 1 1 I I I 1 1 I I 1 I M I 1 I�----------Y ('- I I I I FLOATING CUP 1 1 If-7 I I I ------------- I_� syyy N CONCRETE OR Ir-ll e o 11 1 \ CEMENT BLOCK II II II 1 II II II 1 II II a II_11 w 5/I6'TAPCONS I • ' 1,• 1<.• M 1 .. v _<.I.•, z 41 1-3/4'MIN.EMBED - j - o x INTO MASONRY 2 PER CUP * r (1 ON EACH WING) 5/16"TAPCONS Z q I 1 I 1 /12 SMS 1-3/4'LAIN.EMBED INTO AVSONRY k 4 PER CUP(2 ON EACH WING) { ' I s i 1 I 2 PER ANGLE i 444 I �----II h ri I I II x II II I K ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. �. • I •3' I • .. PRODUCT RCVISQDco � s complying with the Florid. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED IsuildingCodc o 7 .,: 1 Acceptwcu No_ y� t,J•O✓ ..,� • I n 1 1 WITH ALKALI-RESISTANT COATINGS,(SUCH AS BITUMINOUS PAINT OR IaoimliYodUn WATER-WHITE METHACRYLATE lACOUER. " ----'t� �; Dy. JV 5/16'TAPCONS 1-3/4'MIN.EMBED MlamlU)IIdC T'sodUCl Cltntso 6 INTO MASONRY- I PER ANGLE Fa s . .. .. . . . .. .. . . . . . . . . . . . MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR y �° 4" HOLL K / 5 16"TPPCONS 4" HOLLOW BL KIC• • 3-3/4"• • • •1-3 MIN. s q 3-3 4" / •• .• • • • • 1-3/4"MIN.EMBED INTO MASONRY p i-3/4"MIN.EMBED INTO MASONRY p rrq.� MIN. 4 PER CUP(2 ON EACH WING) • • • ••• • • •�:R CLIP(2 ON EACH WING) m 0 O E a I • . • _ I _ �Y •_ M a0 y .x M CLIP LENGTH MULL L.. • • M .. 4 cti 2 X 4 3.688' • • • • 3 y q • z> 2 2 X 6 5.688 z ' • • • • • .. • _ • z q Z d • • • • • • • • • u,c O \ i •• • • 1 • • •• •• m�oz. 2X6 MULL 5/16"7APCONS WOOD BUCK 1 F `C4 '.J 11 1-3/4"MIN. EMBED INTO MASONRY \ 1 2X6 MULL 5/I6"7APCONS + 4 PER CUP(2 ON EACH WING) 1-3/4"ANN.EMBEO INTO MASONRY ti Z r-----------------------------1 w I I 1 3/4" 4 PER CLIP(2 ON EACH WING) a d 1 MIN. ------------------- 1 3 4' r---------- I N. F M 3/4a ®z o z a � w --X6-MULL -UO O CLIPLEN35.G.66LT88.88.H 2x6 WILL 2X6 MULL MULL -,__---_-____ \z U — d w(~ pcgqvsj a az ------ ----- ITa. f 3-3/4" 1 N E a MIN. d o m 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) WOOD BUCK ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. r 4 ANCHORS THRU 1X BUCK -y°o 0 0 OR ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE SH BLOCK a a 2"X6" MULL SHOWN r ANCHORS INTO CONCRETE or BLOCK WITH ALKALI—RESISTANT COATINGS, SUCH AS..BITUMINOUS PAINT OR 2'X6" MULL SHOWN WATER—WHITE METHACRYLATE LACQUER. g z z F r7!1 M � raonuc'rl:rvrsen �� -�:�> o as canplying rvithe 1jorida 0 > II.�„• za�.� a . I \liarol Dacia Probmn Control'y A . . ... . . . ... . . . . . . . . . . MIN. EDGE DIST. 5/16'TAPCONS , 2-3/16 CONCRETE OR 1-3/4"MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH y 4' HOLLOW K 4 TOTAL(2 ON EACH W NG) MIN. • • • • • ••• MULL "Y'• • • • • •• • o Tn • • • • • • • •• o o A 1 X 2 1.688 • • ••• • • e m cn o • • • • s • ,�co Tn z 1 X 3- 2,6� '• •• ••• • -••• • — o 1 X 4 3.688' a e c .2 X 4 3.688' m o o O1 1 1 II 11 • • • •• •• ••• 1 I I I 1 1 ca 2 X 6 5.668' • • 000 • • • • 3 4 v to 1 2 7/16' 1 I I I I 1. ALL CLIPS AND ANGLES AR 0 • • • • • •• • Z z° Z i MIN. 2x4 or 2x6 Mull i i i SNUG INTO TUBE MULLIONS. _ ` • • • •• • • o o O 1 I 1 1 1 1 2%2 X i/4" • • • • • • • '0 0 LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT J141NLt • • • • *00 •• ao o_ k q o 1 1 I 1 INTO TUBE MULLIONS, SEE OPTIONAL ? I ANCHOR iDETAIL AT SHEET 9 OF 10. a w z CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/14 CHANNEL TUBE MULuoN F 44P WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR y WATER-WHITE METHACRYLATE LACQUER. U a ------- -------- ® Z MIN. EDGE DIST. A ------- -------- C, rn 2-3/16" CONCRETE OR y N o a pW 4" HOLLOW BLO K #12 F.H.S.M.S. (`f� �t c 2/SIDE I I I/8'THICK ALUM CHANNEL 1 1 LENGTH TO FlT SNUG W INTO MULLION � � TUBE MULuON �Z TUBES MAY BE NOTCHED (fJ 4 O ., I r7 AS SHOWN TO ALLOY!INSTALLATION .1. OF CUP ANGLE LOCATION OF SCREWS CONNECTING CAULK U01NT AFTER ASSEIABLY A ANGLES TO TUBES WHERE ANGLES N 114 FH SMS 2 PER CUP ARE NOT TIT SNUG INTO TUBE i i i i ACCESS HOLE I-1/2"O.C.MIN. MULLIONS. I I Qi a o a I I I I n 5/16"TAPCONS #14 SLIS j 3" 1-3/4'MIN. EMBED INTO MASONRY 4 PER ANGLE 2 PER ANGLE I � I r �. 2 X 2 X 1/8" THISSCREW CAN BE ALUM ANGLE INSTALLED IN EITHER I 1 X12aIS I I a O { DIRECTION fop I 1 2 PER CUP 1 1' �o N t,1 I I O.C.MW. 1 1 d Z .. x z I 1 I I 1-3/4"X 2'X 1/8"(FOR 2BY TUBE) F, M Z 3/4"X 2"'X 1/8"FOR(117,TUBE) n - ALUM AN CUT TO FIT SNUG INSIDE TUBE 70 ANCHORS TYPE METAL TO METAL CONNECTION Ha or ..USE CHARTS FOR ANCHOR TYPE •I• TO VERIFY CAPACITY OF CONNECTION ai PROIJu.^r NsvlSC:n ^oma V ylyiu!;v,ilh the PlaliAo _ _1. N Rs LTi gCo l; I 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG I ,I I„1 O8 O i MIN. INTO'TUBE MULLIONS. FxfiT'`It 2 a-; 1 MIN4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HE OR FLAT HEAD 1 I Z�� A ANCHORS INTO CONCRETE OR CEMENT BLOCK ::TiomiUm.ol rodnrt CaHlol A 1 .. .. . . . .. .. . ANCHOR TYPES and SLEISTRATE ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE wag, t Rion A B C D E F G H I WdIh Nua on A B C D E F G H I Width mA on A t4655 D E F G H 1 (w) Span V18. V\0. &k Elk Bk Cmc Conc COrC. ML pv) Span VW. M. Bk- Blk Bk Calc Cmc CRTC" MI. (w) 'pa^ M. Bike•Mk Bic Cmc Cmc. Cort- ML K C 18 150 ISO 150 150 150 150 150 150 150 18 91 150 150 150 150 150 150 1 150 18 • 150 150 144 150 150 150 O .fF 24 132 1.0 150 150 150 150 150 150 150 24 68 135 150 150 150 150 150 150 150 24 0 •� w 150 108 150 150 116 A x - 30 105- 150- 150- 150- 150 -150 -150 150- 150- _30- 54 1W 12s iso 150- 140 150 1 -150 30 • - - X16 150 8r 730 150 93 M m y 36 88 150 150 150 150 150 150 150 150 36 45 91 104 750 150 117 150 1 125 36 ••• 97 129 72 109 144 77 '"r m ,� O " 42 75 ISD 150 150 150 150 150 150 150 42 39 78 89 134 150 100 150 150 107 42 24 83 111 Gr 93 124 66 N Qo wm CS z o 48 383/8 66 132 150 150 150 150 150 150 150 48 74 114 34 68 78 118 150 87 132 160 93 48 120 21 42 48 73 97 64 81 108 58 0 .-. 54 54 59 117 135 150 150 150 150 150 150 64 30 60 70 105 139 78 117 150 64 19 65 86 48 72 98 51 M Y~ 60 53 105 121 150 150 135 150 150 145 6o - 27 54 63 94 125 70 105 140 •75 •60• 0 • W 34 •39 58 77 43 65 67 46 3 y 2 66 48 96 110 150 150 123 150 150 132 66 25 49 57 86 114 64 96 127 : : 46 Q11 18 53 70 39 59 79 42 ?.Wi Z O z qUQz y 72 44 88 101 150 150 113 150 150 121 72 r24 45 52 78 104 w 88 117 62 72 • • 28 32 49 65 33 54 72 39 N w= ti O d o 78 41 81 83 140 150 104 150 150 111 78 42 48 72 96 54 81 103 •18 0780 • • 63 •JP 45 60 33 50 61 36 10 S 01 < o 18 733 1- 150_ 150 150 750 150 150 150 18 150 150 150 150 150 150 150 150 18 51 102 117 150 150 131 150 150 140 a1 24 100 ISD 150 150 150 150 150 150 150 24 12) 138 150 150 150 150 150 150 24 38 77 88 132 150 98 148 150 105 30 80 1.fl 150 150 750 150 150 150 150 30 96 111 150 150 124 150 150 132 30 31 61 70 106 141 79 118 150 84 ti W U 3 36 67 133 150 150 150 150 150 150 150 36 80 92 139 150 103 150 150 110 36 26 51 59 88 117 65 99 131 70 42 57 114 131 150 150 147 150 150 150 42 69 79 119 150 133 150 94 42 22 44 50 76 101 58 85 112 60 . 48 50 5l8 50 100 115 •150 150 128 150 150 137 48 84 60 69 104 138 77 116 150 83 48 132 19 38 44 66 88 49 74 98 53 U rn W 64 44 89 102 150 150 114 150 150 122 64 53 61 92 123 E9 103 137 73 64 17 34 39 59 78 44 66 87 47 yy EQ �72 40 80 92 138 150 103 150 150 110 60 48 55 83 111 Q 93 124 66 6o 15 31 35 53 70 39 59 79 42 r+ Z P. I. 36 73 83 126 150 93 140 150 11 6622 44 50 76 101 56 85 112 60 68 14 28 32 48 64 35 54 72 38 33 67 76 115 150 fly 129 150 E 72 20 40 46 69 92 SA 78 103 55 72 13 26 29 44 59 33 49 66 35 31 61 71 IDS 141 79 119 150 84 78 19 37 43 64 85 48 72 95 51 78 12 24 27 41 54 30 46 61 32 of O W� 18 _ 110 150 150 150 150 150 150 15D 150 18 70 140 _150 150 150 150 150 150 150 18 47 94 108 150 150 120 150 150 129 C 24 89 1,A 150 150 150 150 150 150 150 24 53 1� 121 150 150 135 150 150 145 24 35 70 81 121 150 9u 136 150 96 H a 30 71 142 150 150 150 150 150 150 150 30 42 84 97 146 150 108 150 150 116 30 28 56 65 97 129 72 109 144 77 "`� 0 36 59 118 136 150 _150 150 150 150 150 36 35 70 81 121 150 90 136 150 95 36 23 47 54 81 108 6D 90 120 64 42 51 101 116 150 150 130 150 150 139 42 30 60 69 104 138 77 116 150 83 42 20 40 46 69 92 52 78 103 55 j G 48 5/ 44 89 102 150 150 114 150 150 122 48 96 26 53 61 91 121. 68 102 135 72 48 144 18 35 40 61 81 45 66 90 48 64 39 79 91 136 150 101 150 150 108 64 23 47 54 81 108 83 90 120 64 64 16 31 36 54 72 40 60 80 43 Ay 60 35 71 82 123 150 o1 137 150 97 60 21 42 48 73 97 54 81 108 56 60 14 28 32 49 65 36 54 72 39 fa $ 88 32 64 74 111 148 83 125 150 89 66 19 38 44 66 88 49 74 98 53 66 13 26 29 44 59 33 49 66 35 72 30 59 68 102 136 76 114 150 81 72 18 35 40 61 81 45 68 90 48 72 12 23 27 40 54 30 45 60 32 78 27 55 63 94 125 70 105 140 75 78 16 32 37 56 74 42 63 83 45 78 11 22 25 37 50 28 42 55 30 < 18 107 150 150 150 150 150 150 150 150 [42 62 125 143 150 .150 150 150 150 150 18 45 90 103 150 150 115 150 150 123 o o 24 80 15D 150 150 150 150 150 150 150 47 94 108 150 150 120 150 150 129 24 34 67 77 116 150 87 130 150 93 30 64 126 148 150 150 150 150 150 150 37 75 86 129 150 ffi 145. 150 103 30 = 27 54 62 93 124 69 104 138 74 4 o 36 53 107 123 150 750 137 150 150 147 37 62 72 108 143 W 121 150 86 36 22 45 52 78 103 58 87 115 62 s v $ N 42 46 92 105 150 150 118 150 150 126 27 53 61 92 123 69 103 137 73 42 19 38 44 67 88 49 74 99 53 t 48 63 40 80 92 139 150 103 150 150 110 108 23 47 54 81 108 0) 90 120 64 48 150 17 34 39 58 77 43 65 87 466436 71 82 123 150 92 138 150 98 21 42&4872 96 53 00 107 57 64 15 30 34 52 69 38 58 77 41i32 64 74 111 147 ffi 124 150 w 19 37 86 40 72 96 51 60 13 27 31 47 652 69 37 °' 029 58 67 101 134 75 113 150- 80 17 34 78 44 66 67 47 88 12 24 28 42 56 31 47 63 3427 53 81 92 123 69 103 137 73 16 31 72 40 60 80 43 72 11 22 26 39 52 28 43 58 31 i zz 57 85 113 63 95 12768 14 29 66 37 56 74 40 78 10 21 24 36 Ott 27 40 53 28 ANCHOR/CLIP ANCHOR/CUP ANCHOR CLIP NOTES: HORIZONTAL MULLION —G Az1Nc 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER Z PRODUCT 3 TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. VERTICAL O ,;:t:E/rt;r. MULLION 2. REFER TO CHARTS ABOVE,FOR MAX. DESIGN PRESSURE 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN x`r'~' " GLAZING GLAZING s a THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. o�N V_. PRODUCT PRODUCT 4 N GLAZING GLAZING >' '. `!, U PRODUCT PRODUCT m 3 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER NDN O / N LOCATIONS AT HEAD, SILL OR JAMB ENDS. CHOR CLIj ANCHOR/CUP 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED 2IAN , Of os cmnplying a•i1L Hrc Plurida 'C! . w L'tnldiiL:Co4c1 ��J")C�ij OQ o rifpri:A°nMtil?1� Z O Wt W2 HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS 1.t ami llrdc Produce Control - A