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MC-14-2590 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 �� (�-(-_ 2n� Inspection Number: INSP-223931 Permit Number: MC-11-14-2590 Scheduled Inspection Date: May 06,2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: , Work Classification: A/C Replacement Job Address:33 NE 93 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060130380 Project: <NONE> Contractor: DEDICATED COOLING LLC Phone: (786)346-4571 Building Department Comments A/C CHANGE OUT 3 TONS Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed ' Failed Correction Needed ❑ Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid I May 05,2015 For Inspections please call: (305)762-4949 Page 8 of 50 3 � zi � � �� '1�� ku� � � ��+� c� i� m�, / � �' � 7 N Miami Shores Village Building Department NOV 25 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 By INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 0 BUILDING Master Permit No.W.�A- M PERMIT APPLICATION Sub Permit No.Hr— IH 2g1?0 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION F-1 RENEWAL ❑PLUMBING (MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: r e— qc:�,3 n-k- City: Miami Shores County Miami Dade zip: L 3 Folio/Parcel#d '370b .®1,3 3 30 Is the Building Historically Designated:Yes NO 1,� Occupancy Type: Load: ,/Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): A nuy C, Phone#_ S":)q LA•2z 3 L Addre//sss:355 2 i)e 1610 S-V - t 1010 City A\i,e n TCA Y State: \C-A Zip 1 Tenant/Lessee Name: Phone#: Email.- CONTRACTOR:Company Name: ntd,c�l� LoOr; Phone#: -94 34 t '4 5-7 Address: 46&� Ai ["7-4 City: uiftlew State: Ft- Zip: 3� Oil Qualifier Name: ��/l�, VgLei Phone#: State Certification or Registration M CAL -701 , Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: Cit -____State: Zip: Value of Work for this Permit:$ �1 Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: SUP'lok-Y 1AM%I ot 316vi Specify color of color thru tile:_� Submittal Fee$ Permit Fee$ CCF CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ c Notary$ Technology fee$ Z4 0—Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) a , tiv Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation 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..... 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." Noticeto pplicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in ood faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose prope iss b* ct to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first in ecti which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n be kroved and a reinspection fee will be charged. Signature Signature i OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this —day of "Oyemb t" 20 )` , by ddayof 1UQVeM1be - 20 by Uri Ste.e V ,who is personally known to I U I S 'R-eOP'- who is personally known to me or who has produced as me or who has produced F4, _ rf?,y r-g-, as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign- Sig Print: Print: e�pBY PryB�e� ��7 �� Seal: i`�` ;�"�^ Commission#FF 479 ;; sa Commission# =` °= My Commission Expires Seal: F 4796 is Via,-' ,, o'.` iv1Y Commission Expires "','�nve�;o• April 031 2017 �!y CPiL�R••' "„111.114 April 03, 2017 'III 1111 Q1*1�17K 1�1>)1»1>II7k 7]1>]C 7�1>]1>jt>!t>]t>tt 711Ik�*�>]17k*1�11�1 ***�1�11k� *>it$7k 7K 1Q >It lk� >]1�t>11*�***�**7K 1�1817lt>�Ijl$f]t 7�t 7k$7K 1�t 1]11k*{1**�I>(11�11f1$*�1**>i1>il$>il l�l>it*�17k*1�7k>il>11>J11�C 1�1IK 1�1 APPROVED BY �'� 1�� Plan Examiner Zoning Structural Review Clerk (Revised02/24/2014) • y spa° sy Miami Shores Village Building Department env 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �R Tel: (305) 795.2204 Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address(where the work is being done):__ 33 1 V di 9; " ,ceT) City: Miami Shores Village County: Miami Dade Zip Code: "e ll ALL-CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NOjjrARHI Sheet Attached:YES�NO ❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT 6001AAAW MANUFACTURER 0716 AHU or PKG. UNIT MODEL# a 6 COND.UNIT MODEL# KW HEAT NOM TONS AHU CU PKG 1)M.C.A AHU CU ( PKG AHU CU PKG 2)M.O.P AHU CU PKG AHU CU PKG 3)VOLTS AHU CQ&VKG PKG UNIT . / / PKG UNIT EER/SEER 13 YES REPLACING DUCTS YES Y N REPLACING THERMOSTAT ES NO O NEW 4"CONCRETE SLAB f AS) NO YES NEW ROOF STAND YES e7N O YES NO) NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 1-7. L f 2. Maximum Overcurrent Protection (Fuse/Breaker Size): S'0619 30 6�A 3. Voltage of Circuit(208/240/480): 4. Size Disconnecting Means: �a(y Qv Contractor's Company Name: ick f-c" d (bo- 11.19 Phone: 44G Lill) State Certificate or Registration No. (A(,t 7®9-7 Certificate of Competency No. Signature Date: 1 I ISS-1 14 (Qualifier's signature) (Revised02/24/2014) f Ri�K$0017 GOVERAlOR KEPI,LAWSON,,SECRETARY " STATE OF FLORIDA DEPARTMEnITOF ®IDSII�ESS.A�B PROFESSIONAL REGULATION C41�S IUCTI0IIUSTRY LICENSING Bt3R15 ;. GAC 1'817017 The CLASS B AIR.CONDITIONING CONTFACW,;=� Named below IS CERTIFIED Under th',prgbisi0ns o :thapter 4$9 FS; Expitrt date-_.AUG:_ 9,' C116 .; ..0 PEREZ- LUIS M' DEDICATED C ,I ' `M6&-NW 174T-14-LAN "I .: tFtfiMl FI 3 x ISSUED: 06/22/2014 DISPLAY AS REQUIRED BY LAW SEG1# L1406220000888 .. . 003927 100 '17 ISO I I r. r x IIC *-I� 011$ # If3CIIS 3€ c r F fiB I ,1 pT�y t �Y £ y4' a ro5914 as r t T bFI 4CATEi3 Chi 3LiI1Cs ;t rk ' 2 I 1+1ut +� Nrti a€kicasi rtes s� f \� P.AYMENT S&CEtV#�R VE13ICA COOLING LLC 196 SPECKWHANICAl Ct iFFtQt1t3 it t rax c tECTcrI�. s wit T OAC18170 X75:00 07 14/201.4 C-REDrrcA D-14-025814 , o ucio WSxc�d;B'it of tw hcd4,ofts_q yUse�3 W3�i business. ffiMob bP11�� This of tins#Anal Maass Tit Tks Ssti rsirot�l sp r 1lle RECEI@T WQ;8 esusf 1 'delayed> efi I val}ic —lF�« a #de:Sec 8e6.. Por�Cta�artaati0a,vii;�6`�e�� idsdsaaWlttctsHactor :i A ------------ STATE OFFLORIDA 9414)i FA'arl omca cf sewm, DW OFFS D !� S s &IfrgacaYeai Off OF ..O a TI a�asatttldea4ffiydesrr } C0MTR=TI0NIMM1rFtY8=PTI0Nyc,t vdf a ..s mb �n t, Is L IctrtoHa�ettltdk 1, CERVWA' OFELECT1MIUSEE$ T fLt DA, � AS•t0WE A LAW ;D PwsuwAto 4"� E ;n4E: =2074 ; iI°I' c�' ieffiadc4ica�.Cl� , natt��e PERM : Pvmz' LUl3 4A 3E r icvf ss caTesaal t sill P6Q4ffi 9118 i - 9ecii `issue .The train I Few.. 46U17M r � � � fay lailas��iha persc?ri rras t�r�e ;, r, 9ar41reai�r aff&tis A01DRE88- 4DMIQUED COOLI140 LLC` DEDICATED QOOLING NW 04714 LAWE 8 } ' lj•I�..F.�t{.. FLgp 18 B � SCONES OF BUSINESS OR TRA ti a 7 Miami..,. ,,,.,� shores Village aid Building Department �ORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore, oy u may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. B IG G BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CO OOw/ner J Contractor Print Name: 10 lam, S '°�'� Print Name: Signature: Signature: State of Florida) State of Florida) County of Miami-Dade) / County of Miami-Dade) Sworn to and subscribed before me s�`t Sworn to and subscribed before me this day of ,)e rfl beV , y of Je ym eK , LINDA KIRKSEY B Commission#FF 4796 y - rommission Expires y 2017 a "��,�,, KSEY '%",r F�o�•- Apr 03 :� Commission#FF 4796 (SAL (SEAL) n Expires T e of Identification produced Type of Identification prod eco;eP April 03 017 218 ' Dedicated Cooling LLC UctCAC1817017 November 25,2014 5301 Sw 178 Ave Southwest Ranches Fl 33331 788 348 4571 W' November 25,2014 7883464571 Dedicatedhvac@gmaO.com 4 �d► x Ui Holdings 33 No 93rd St Miami Shores FI 33138 IWOm r3tDnarrier 13 seer410a split system 1 $2,350.0 $2,350.00d up to e"ng Electrical Drain Includes L ush ane tle downs nical attatchment nd low voltage connections late low side copper seal plenum Warranty 5 years compressor and parts $2,350.00 1 year labor $0.00 TAX(7.00%) $0.00 $2,350.00 $0,00 $2,350.00 �N C Uri a0y) 1/2 ' <gog6mentnumberformatxml><inv>023<rnv><est>61</es, --------------------------------------------------------------------------------------------- Dedicated Cooling LLC Uc#CAC1817017 5301 Sw 178 Ave $2,350.00 Southwest Ranches FI 33331 786 346 4571 212 ul� f A Certificate of" Product Rati"ng's .11 , � AHRI Certified Reference Number: 5945077 Date: 11/25/2014 Product: Split System:Air-Cooled Condensing Unit,Coil with Blower Outdoor Unit Model Number: CA13NA036****C Indoor Unit Model Number: FB4CNF036 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER Series name: 13 SEER PURON AC Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows In accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: .Cooling Capacity(Btuh): 326QQ, EER Rating: Coaling). F 11.Q0. SEER Rating(Gaglln9): 13.00 tEfl~k Ratl ,q Qling)t: 'Ratings followed by an asterisk("}indicate a voluntary cerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the products)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the products),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahrldirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confldentini referenceu p rposes.The contents of this Certificate may not,In whole or in part,be reproduced;copied;disseminated; entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectery.org,cilck on`Verify Certificate"link we make life better, and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, _ which Is listed above,and the Certificate No.,which is listed at bottom right €- " ©2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 130614018059661432 s I_ TRIO D E S I G N C ON S U LT ANTS Octoberl4, 2014 City of Miami Shores, Florida Permit No. RC14-2089 Re: Response memo Residence Renovation for 33 ne 93rd Street, Miami Shore, FI. Below please find the response to comments: Division: Building Department COMMENTS RESPONSES 1. PENDING STRUCTURAL APPROVAL PLEASE SEE THE REVISED STRUCTURAL DRAWING S-1 FOR APPROVAL. 2. SHEET A-1.2.THE 2X4 WOOD STUDS PLEASE SEE REVISED DETAIL ON SHEET A-1.2 SHOULD BE PLACED AT 16"MAX. AND REVISED WALL LEGEND ON SHEET A-1.1 3. R311.3 LANDIINGS AT DOORS.THERE THE STEPS NEAR THE KITCHEN DOOR ARE EXISTING SHOULD BE FLOOR OR LANDING ON EACH NO NEW WORK IS PROPOSED.SEE REVISED SIDE OF THE EXERIOR DOOR.R311.7.4 THE DRAWING A-1.1 &A-1.0. WIDTH OF EACH LANDING SHALL NOT BE PLEASE SEE THE REVISED DRAWING A1.1 FOR THE LESS THAN THE DOOR SERVED. EVERY NEW WIDTH OF THE LANDING NEAR THE REAR DOOR. LANDING SHALL HAVE A MINIMUM PLEASE SEE LANDING SECTIONS 05/S-1. DIMENSION OF 36"MEASURED IN THE DIRECTION OF TRAVEL. 4. THE ARCHITECT OR PROFESSIONAL G.0 SHALL PROVIDE NOAs. ENGINEER OF RECORD SHALL BE REQUIRD TO DETAIL ON THE DRAWINGS METHOD OF ATTACHMENT SHALL BE AS INDICATED IN SUBMOITTED FOR PERMIT,ROUGH NOA. OPENING DIMENSIONS,SUPPORTING FRAMEWORK,METHOD OF ATTACHMENT PLEASE SEE NEW HEAD/JAMB DETAIL 06/S-1 AND WATER PROOFING PROCEDURES ON ALL GARAGE DOORS,PASSAGE DOORS, AND SKYLIGHTS,OPERATIVE AND INOPERATIVE WINDOWS IN EXTERIOR WALLS.SAD FRAMEWORK AND METHOD OF ATTACHMENT SHALL BE DESIGNED AND CONSTRUCTED SO AS TO SUFFICIENTLY RESIST THE DESIGN WIND PRESSURES AS OUTLINED IN SECTION R4403. 17100 COLLINS AVE. SUITE 220 SUNNY ISLES BEACH, FLORIDA 33160 T: 1 .305.940.0555 F: 1 .866.295.3579 WWW.TRIO-DESIGN.NET c r 2 A Division: Structural Department COMMENTS RESPONSES 1. PROVIDE COLUMN PLEASE SEE THE REVISED DETAIL 03/S-I DETAILS 2. PROVIDE SPACING OF STEEL PLATE PLEASE SEE THE REVISED DETAIL 03/S-1 CONNECTIONS. Division: Plumbing Department COMMENTS RESPONSES FBCRP2708.3 SHOWER CONTROL PLEASE SEE DRAWING A-0 FOR THE NEW PLUMBING VALVES.INDIVIDUAL SHOWER AND NOTES. TUB/SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE- BALANCE/THERMOSTATIC-MIXING VALVE TYPES WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ASSE 1016 OR CSA 8125. THE HIGHLIMIT STOP SHALL BE SET TO LIMIT WATER TEMRETURE TO A MAXIMUM OF 120°F (49°C).IN-LINE THERMOSTATIC VALVES SHALL NOT BE USED FOR COMPLIANCE WITH THIS SECTION. FBCR P2903.2 MAXIMUM FLOW AND WATERCONSUMPTION.AS PER MIAMI-DADE ORDINANCE.SEC. 8-31 PLUMBING FIXTURES SHALL MEET THE LOCAL WATER FLOW RESTRICTIONSADOPTED BY MIAMI-DADE COUNTY WATER AND SEWER(WATER CLOSET 1.28 GPM,LAVATORY 1.5 GPM,SHOWER HEADS 1.5GPM AND KITCHEN FAUCETS 1.5 GPM Should you have any questions, do not hesitate to contact this office. Sincerely, Mike Stroh Project Manager ♦ MIAMI•DADE MIAMI DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING ENVMONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 r. BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) Lvww.miamIdade.eav/devel2Rment/ PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11FD-101"Outswing Aluminum French Door w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved",unless otherwise noted herein. REN MAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.12-0516.02 t ►Mt" Expiration Date: October 18,2017 Approval Date: August 30,2012 S` Page 1 ��1�� PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 1 2. Drawing No. 11005--1, titled Series"Alum. French Door& Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,P.E. 2. 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 FBG,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202--94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5212,dated 05/05/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC 2010,prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller,P.E. (Subinitted under previous NOA No. 07-0629.10) �( 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16. Jaime D.Gascon .L Product Control Section Supervisor r NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-1 y PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture,dated 05/14/12, signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest,issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTI,4864, issued by Fenestration Testing Laboratory,Inc.dated 04/02/12,signed and sealed by Marlin D. Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon,P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/wo Sidelites — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITS 1.GLAZING OPTIONS: A` Imo" A.318°LAMI NOM.4402°)CONSISTING OF(1)LITE OF I/8'ANNEALED GLASS PLUS AN.09D PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM g l,e1 D*v 17 PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. B.318'LAM[NOM.(.402")CONSISTING OF(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE a rods MAXIMUM PLUS(1)LITE OF 3/16°HEAT STRENGTHENED GLASS. C.7/16°LAMI NOM.4465')CONSISTING OF(1)LITE OF 3/16°ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3118°HEAT STRENGTHENED GLASS. D.7/16'LAMI NOM.4485')CONSISTING OF(1)LITE OF 3118°HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE Q � p MAXIMUM PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. NOA DRAWING MAP 0) V 1 E.13/18'LAMI IG NOM.4840')CONSISTING OF(1)LITE OF 3118°TEMPERED GLASS,I/4°AIRSPACE,(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/18°HEAT STRENGTHENED GLASS. TOPIC SHEET O 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. �- .- GENERAL NOTES......." . 1 (� 2 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.04. uS ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS•"•'"""1 J^_ XIX_ GLAZING DETAILS."........1 -� U1 18 3.CONFIGURATIONS:X,P.XX XO,OX,X�O OXO,AND OXXO. W 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 ur J 4 W SECTIONS....."".... REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT. 6.SHUTTERS ARE NOT REQUIRED. HORIZ SECTIONS....."... 6 fY Q D 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST."......."_....". 8 O N 7.REFERENCES: EXTRUSIONS...._.......... 6.7 y a oB O ®TEST REPORTS FTL-4984,8212&6884;ELCO ULTRACON NOA:11.0406.01,12-0126.09,ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM ANCHORAGE.............."....8-10 (g!��, O �r DESIGN MANUAL. 1- Z 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY (2),co V) HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS I- 8.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.-ANNEALED W A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.a HEAT-STRENGTHENED QGQ C W B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 6),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM Tp.=TEMPERED Q Z zz TABLE 1.,SHIT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. d N Q o 93 93 ® 91 °d a O � p z 30 30 3d 90 73 *l/rS BITE 3 112°GLASS BITE Ire GLASS BITE �exrE�oREMRWR aIN a 94 a 94 ��nz 118"AN.OR 3116'AN.OR 114°AIRSPACE 3118'HS. HS.GLASS .HSGLASS 3118'HS. 3li8'.HS. GLASS .09D PVB INTERLAYER GLASS 080 PVB INTERLAYER GLASS 3118"TP.GLASS— (DUPONT BUTACITE OR (DUPONT BUTACITE OR 1/8°HS.GLASS �� ..••a �N/'�% SAFLEX/KEEPSAFE SAFLEXIKEEPSAFE .090 PVB INTERLAYER MAXIMUM) MAXIMUM) (DUPONT SUTACITE) '<J2� a 318°NOM. 711 W NOM. 13118'NOM. GLASS STACK GLASS STACK GLASS - :z ~ °C J STACK 0� + 3/$"LAMI NOM. 7/16"LAMI NOM. 13/16"LAMI IG NOM. 20'•. :Y ��;�a GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D, ,'��i NOTE 1 GLAZING OPTION E,NOTE 1 �' '�rrrrrnlr�`��• f+ 'I i Y • h TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS:X,XX,O,OX XO,OXO,XXO,OXX&OXXO NOTES: pxonucrsen�^ ro c"mplyine"aa,c: ":"H (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) 1.GLASS TYPES: ` �Z b•02 REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8'LAMI(1/8'&.090 PVS,3116°HS) DOORS WITH GLASS TYPES A,B,C,D OR E B.31V LAMI(1/8'HS,.090 PVB,3116°HS) 4 C.7/16°LAMI(3116'A_090 PVB,3118'HS) HEIGHT D.7/18"LAN(3/16°HS,.090 PVB,3118'HS) X WIDTH XX WIDTH 68-793/41'T70:-83 314" 1 87 3/4" 913/4" 8*_95 3/4" 0° E.13/18°LAMI 10(3118'TP,1/4"AIRSPACE,IN HS,.090 PVS,311W HS) 3° 37 if2j g° 71314" +76.01-75.01+75.01-76.01+75.01-7f).01+76.01-75.0 +75.01-76.0 2•COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2 g N o MAX.OXIXO WIDTH =73117 to F- O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.0X0 WIDTH=10911Y 3 V MAX.XX01OXX WIDTH=107 3/4' O Q 27 314 +75.0 -75.01+7.5.01-7&01+76.01-75,01+75.0 -75.0 +75.0 -75.0 O- a � r MAX.OXXO WIDTH 143 3/4' n �`0 2 361/8 75.0 -75.01+75-61 75.0 +71.4 -71.4 +B7.6 X7.6 +64.2 -64.2 - � &SINGLE DOORS 33 618'WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64116' C 18 36 We +75.0 -76.0 +74.9 -74.9 +70.4 70.4 +68,g -66.6 +6'3,1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C D OR E FBC. NARROWER DOORS MAY BE USED WHEN EGRESS IS NOT REQUIRED BY CODE. UJ J 363/4" +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p o TABLE 2, DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLYad ® 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: LLO APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&0)0(0DC C4 EX.A FkOM TABLE 1. g N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) oxo WITH GLASS TYPE A Q OOOWCCC REINFORCEMENT 13 NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30'WIDE x 90'HIGH SINGLE DOOR WITH 29'SIDE LITES :3 GLASS TYPES A,B,C,D OR E DESIGN PRESSURE-+87.61-87.8 PSF HEIGHT EX.B FROM TABLE 1. X_WIDTH XX WIDTH OXXO WITH GLASS TYPE A Q 68-78 314" 7°-83 3/4" 87 3/4" 91314" 8°-953/4" Or WIDE x 88'HIGH DOUBLE DOOR WITH 361/2'SIDE LITES �N Z LL � 2° 2512" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52A +49.8 49.8 +47.4 -47.4 DESIGN PRESSURE=+70.41 70.4 PSF � cL C-4 (� � d 27124"" 5131 +54.9 -54.9 +61.6 -61.8 +49.0 -49.0 +46.5 -46.6 +44.3 -44.3 EX.C FROM TABLE 2. W LL OXO WITH GLASS TYPE C 0 2912" 55 314" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.61 30'WIDE x 87 314 HIGH SINGLE DOOR WITH 28'SIDE LITES 2° .61.43.6 PSF 31 12" 5° 59 314" +49.0 -49.0 +46.2 -46.2 +43.6 -,43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE_+43 3312" 64 63 314" +43.1 -43.11+43.11-4-3.-1-1+41.51-41.5 +39.3 -W.3 +37.3 -37.3 EX.D FROM TABLE 2. , OXXO WITH GLASS TYPE C i3512" 67 314" +38.1 -38.1 +38,1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314'WIDE x 80"HIGH DOUBLE DOOR WITH 26'SIDE LITESq3° 3712° g° 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 •34.0 +34.0 -34.0 +34.0 -34.0 DESIGN PRESSURE=+43.11-13.1 PSF d � 0 WIDTH GLASS TYPES A,B C,D ORE 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75,0 +75.0 75.0 +75.0 75.0 +75.0 -715.01 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 123/4" +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. SINGLE 19" +72,4 -724 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 a SIDE LITE 21314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +524 -52.4 �° 27 314" +52.9 -52.9 +49.9 -49.91+47.21-47.21+44.71-44.7 +42.6 -42.6 = ? S 361/8" 1+35.21-35.21+352 -M.21+35.2 -35.21+35 2 -35.2 +34.4 -34.4 3831.0 1+34.01-34.01+34.0 -34.01+34.01-34.01+34.0 -34.0 +34.0 -34.0 ��'.y� 73 MOMIM 1I2"MAX. 36 3144'' 38 314° 1091/2'MAX 36 3!4"_. r �4" 143 3/4"MAX. 36 3f4°_ I'—MAX —I MAX ►r+ SEE NOTE 3•�.. MAX t'-MA ---}r' SEE NOTE 3 =}•—MAX. e°ustnatma°�3$� C�g6�I^b. 49 49 41 ' 48 4 N Q 10 95 We co MAX 1� t 101 tL 0 9 Er lE E[ lE Er �E Ej IE E� JE J X 1 1 0 0 �' 0 0 f( AC . X INAC Oy? d N LL ad 10 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W OX OR XO oxo OXXO 41 30 g 9 71 31a•MAX MMAX�. �371P1' 24 011W MAX. 33 5/8°MAX. V W A A—,MAXDLO(7YPJ B DLO(TYP J G z 0 48 �MA�X 49 41 H.I. G TYP. 95 314" W IMAX. 1 MAX 84 31W DLO TYP. / MAX. ^##i' DLO ffi (TYP.) DOOR 40" DLO HEIGHT a HEIGHT 41 31Wcrypp d DLO WIDTH'X' =DOOR WIDTH 4218H6" 6� ')DI (D c C F� �F DLO WIDTH I"-DOOR WDTHl2-116118" L X J L AC . �( INAC 0 SDE LITE DLO HEIGHT-HEIGHT-11318" � A. X A_. i B DLO WIDTH =WIDTH-3118" •�� M XX 41 OJin NOTES: 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. -r: 0'z 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. y';u9 2° iv'O 3.SIDE LITES OVERLAP'X'AND W DOORS BY 314'WHEN ASSEMBLED TO MAKE'XO',UC,`OXO'1AXO,'OXX'AND'OXXO'CONFIGURATIONS. ?o'•, yy ,a 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). 'i y�iyb••.......•••. Q •S d 5.CLEAR OPENING FORT AND"DOORS AS FOLLOWS: ('X'DOORS-WIDTH-5.W ('XX'DOOR-DOOR WIDTHI2-4.079) ''�, *1111 Ip %)NN� i a i f Z. WBD 3 VRCU=RBMt Ifv O 40stdwbmc�o EXTERIOR INTERIOR r'y Dago Lt 10 1 2 60 A 4 r 37 64 AT HEADUAMB Q 60 65 AT SLUMS CLEAR-COLORED — p SEALANT EXTERIOR INTERIOR �� G o Q 63 y CO LL () od 1 O to p[ v z� o g VZ MAX MAX MAX. SIDE 62 ¢ N DOOR z DLO DLO LITE HEIGHT HEIGHT (7 — g 1O 8 N ? tV 'Ali SL VIEW G-G Ig'! 30 81 CORNER ASSEMBLY 662! O�DOOR .aea� 2� 'SECT.A A SL SECT. B-B VERTICAL VERTICAL •••..... • 'F��` 4 49 PROD=Rwmwomrma MAX VX WIDTH tM $2-0516 o • � N O s • N C a t- -"a'vc *01 DLO 'XX SECT.C-C DLO 31 -, w i 3 35 36 34 44 HORIZ. 46 45 5 32 MAX X'WIDTH 2Q S2 U) 06o w z W to U O 101.- 1 z • INTERIOR U W J • 0 Z W0.' �N a o kMAX..4 Q N � l611 L DLO 'X'SECT.D-D o i 46 21 5 HORIZ. EXTERIOR SPACING SAME AS fO h MAX.SL WIDTH `j 67 JAMS ANCHOR SPACING WIDTH I~ (SEE SHEETS 7.8 AND 9) MAX.SL �- TV 62 nd� o 66 �,uuii pO�1 SEE TABLES 1 AND 2 AND I� '�I = ur `S o'•Q= 22 NOTES ON SHEETS 1&2 = N Z 66 62 6Z FOR APPLICABILITY .. SL SECT. E-E SL SECT.F-F HORIZ.(DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) ° ' . d i f9� TEM DWG# POT# DESCRIPTION ITEM DWG# PGT# DESCRIPTION 1 9436 8D411 FRAME HEAD 80 SWD 6MD SIDEI HEADER oDucr 2 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 81 92113 6921 SIDELTTE SILL �� Ftwdae 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 82 9168 X381 SIDELITE JAMB enitavigcaao a AceaPuurceAb 4 956 79M FLUSHBOLT STRIKEPLATE 63 1165 781POA X 1.000 QUAD PN.SMS I 6 938 7�38X 2 PT.LOCK STRIKEPLATE 64 998 7988 HEAD GASKETS(STOCKING#70998) comp 8 956 79MA FRAME HEAD STRIKEPLATE BACKING PLATE 86 889 7999 SILL GASKETS (STOCKING#70989) 7 7832X12FPXP 08.32 X.600 PH.FI..MS-S.S.W/SILICONE PATCH 88 W4A 61641M SIDELITE JAMB ADAPTER 8 995 70996 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 87 #12 X 1.000 SHEET METAL SCREW 9 998 70996 GASKET(BETWEEN HEAD&FRAME JAMB) ® 70 71263K SETTLING BLOCK,3132 X V4'X 1'W/PSA,85+/5 DURO. X N p 10 952A 663;1018 FRUR HEAD ADAPTER 71 71267K SETTING BLOCK,1/18°X i/2 X 1'W/PSA,85+/5 DURO. 11 11000 611000M OUTSWING THRESHOLD 72 4222A 164222 BEAD,7/10' 3: U 12 1670 671670 WSTP .360 RD FOAM FILL T•SLOT SBURY#32011 73 988 8888 BEAD,MW O Q , uaM ) n 13 .1 1004A 811004M OUTSWING THRESHOLD CHANNEL COVER A 74 40678 84087 BEAD,13118"IG 14 11001A 411MIA ACETAL SPACER.086 OUSE INJECTION OLDED) 9D 6DURA 144 1/4.OURASEAL IG SPACER 16 11002A 411002A ACETAL SPACER.095(INH USE INJECTION MOLDED} 81 8TP248 BULB,1711 SED IN EXTRUDED BEAD) " co o P 16 11003A 411ODSA ACETAL SPACER.140 UNKOUBE INJECTION MOLDED) 92 986 64988 BEAD,INTERIOR P 20 016D 60380 FRAME JAMB(OUTSWING) ® 93 1224 OW247 IBULS.THICK(USED IN EXTRUDED BEADI 65+14 DURO. J 21 1010 6Q300 WSTP.,Q-LON.100 X.375 HIGH 94 GLAZING SILICONE,DOW 889 OR 953 to W 22 6808 66806M REINFORCEMENT,1.000 X2.750 X0.650,8061 T5 96 GLASS,3/8'LAMI-1/8'A,.90 PVB,3116'HS 1`7N LL 23 1140 7 112PSATS #8 X 1.61V PH SQ A TIS 98 GLASS,3W LAM[.1/W HS,.90 PVB,3116'HS 0. caO 24 1046 71048 JAMB SCREW COVER 97 GLASS,711W LA I-3118"A,.90 PVB,3M8'HS � o 930 4172IN 87RME PLATE INSERT 98 GLASS,7/18'LAMI-3118°HS,.90 PVB,3118'H3 28 1118 71OMPFA #10 X.760 PH.FIL SMS ® ss ¢LAWS,13/18'LAMI 10- 16'TP,114'AIRSPACE,IIB'HS,.90 PVB,3118'HS Z O CA 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 1103 JOFF-THE SHELF IvEAD BOLT LOCK p p 30 91013 6910 DOOR PANEL,TOP&BOTTOM RAIL u V 31 911E 6911 DOOR PANEL,SIDE RAU 32 917 7FRMO HINGE EXTRUSION N 33 11178 17105WP W,13 10X.825 PH.FL.SMS fir- D! 34 913A 80378M TRUSS CLAMP 0 pROD g p, co 36 1130 STRODA 5/76.18 THREADED 055—►i1`—� 8 Q N ~ g IL 36 99D 7MMUTA 611&18 FIA GED HEX NUT 0. 37 14A 9 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD 38 7834FPT #8 X.76 PH.FL.TEK 3 CHANNEL COVER 39 997 70997 GASKET(BETWEEN PANEL HEADISILL&PANEL STILES) 6063-Te 0 ' 40 1023 679240WSTP. ,187 X.260 HIGH,FINSEAL 41 928 41720 UDE OL A (INACTIVE PANEL ONLY), 42 11145 7SX12FPAW #S X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG QNACTVVE PNQ 44 9838 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) 4.1 46 9846 8984 DOOR PANEL ASTRAGAL 2(OUTSWING) �— -2.750----►1 2 46 1213 8Q200K WSTP.,Q-LON.190 X-M HIGH 47 74UBLOK LOCK SUPPORTASSY.(41707&41708) 48 1139 7634F #6 X.750 PH.FL.SMS 1.000 49 982 F02PTAY YR.LOCK ASSY. �r 60 6R980FS RUBBER SLEEVE 6�� .125o:�'a 51 930 41721 STRIKE PL.INSERT ROACTIVE PANEL) m :_ s.4 52 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL _zZ y r a Q 53 1118 710X34PFA #10 X.750 PH FL.SMS 6063-T6 > IL 64 967 70967X 1HANDLE STRIKE PLATE X29; •....vf ��. 65 1118 710X34PFA 1#10 X.760 PH FL.SMS 1.750 1.750 1.750 1.750 rRODucrRFMWEID - 1.820 3't°swimtlrePlottQa x+1.480 ►{ 050 � Owe � "�s�S�►•0 o-Da (.Ipj/`j mdDa� 4.726 4.728 4.728 @) STRIWEATHER 4.828 3.000 Ab0 8083-TS QHANNEL 0 ❑ r. g 4.000 •082 4.100 0w 4.100 .062 082 4.875 4.875 H.375o L 4.100 0 o Lo Lo 20 DOOR FRAME, 2.125 .126 � o 6063-TO J W 30 TOP&BOTTQM RAIL $1 SIDE RA PANEL DOOR PANEL DOOR PANEL d ❑ o 0083-T5 6063 TS O INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE IL 80@3-T6 8083-T6 32 8003-T5 ad 10 -11.578-1Ir 0 f` 890 3.117 Lo _ F�6� L H-.626 0. O y AM .750 883 .060 .883 .050 W S 1 z 1.400 7 �+ .172 ® z Z .050-►� � .060 W TRUSS CLAW 3/8°GLAZING BEAD 7M 8°GLAZING BEAD 3,000 883 Q D O FILLER HEAD ADAPTER O 8083 T$ 73 8081 TS 72 8081 T6 N I �r 'If 10 �3-T6 moo 1.092-•-� 1.092 Fes- �� d �3.000� Ti J O IG GLAZING BEAD 1.479 62 SLJAMB 74 0083-T6 O 6063.78 v 1.272 1.478 9 830 r`x� .060 5.459 .076 5.2124 c- OFRAME HEAD 6.085 1 8081-T8 .075 4.888 2.960 `��i1141i1t(i!!/j 05079 1.489 .760 060 `�.`��>X .489 F-1 3.100 I o- y �' •z= S Imo-- -►i • _= 3.000--►i :� � �:4_ "' vi nSL JAMB � �;o OUTSWING THRESHOLD SL HEADER SL SILL 66 ADAPTER y:'� rj�` ° 11 6063-T6 60 6063 r6 61 6a63 Ts 6063-T6 ?oy•., ��!`• a l t I 3 �- t � HEAD HEAD HEAD HEAD HEAD HEAD t_ZONE"C"—i f_ZONE"D'_l_ZOE"D"_l �_ZONET"—1ZONE"D°_tZONE"E'1 pltonuCrt:snretyED as compift w t16 tim phutdo ® Bp ee OF �� bO x=MINIMUM JAMB ANCHOR MlmgfDa�daPm uatCaatml •►/�/ LOCATION. z X_ z z XXX z z O z z XO OR OX z - ADDITIONAL JAMB N o N � � P.f tR. �i � N ANCHOR LOCATION, � � U m m m �m� m EQUALLY SPACED AS Q� d� REQUIRED PER TABLES QQ 3-7 ON SHEET 9. �t/1 �� a � O� o J � ZoivE�c°� �aosivE o°�—zILL o► °D"� ® OZONE T"� ZONE SILL°D"_ZONEE BILL"V z N LL SEE TABLE 3..SHT.8 SEE TABLE 4„SHT.9 SEE TABLE 6.,SHT.9 SEE TABLE 8.,SHT.9 U O olj O HEAD ZINE HEAD ZONE HEAD HEAD a0{dE ZENE HEAD HEAD ZONE EXAMPLE z Q O fiZONE°F"� rZONE"D°�ZONE"F"� i ZONE"F° ZONE°F° °E" ANCHORAGE SOLUTION WO FOR A CONCRETE ¢ w = z OXXO INSTALLATION n " A.19°x83314"SIDE LITES"B"AND d� too � "E"ZONE ANCHORS FROM. o S d w w w w w TABLE 7,SHEET 9. z OXO z Z XXO OR OXX �zay ozo OXXO N m N m N PLUS; B.71 WC x 83 314"XX DOOR ZONE °P ANCHORS FROM TABLE 4, f��ggi SHEET 9,EACH PZONE. mig SEE ENCIRCLED VALUES,SHEET 9 SOLUTION: a TOTALS(4)TYPE i OR 2 ANCHORS SILL SILL SILL ILL ILL EACH JAMB AND 2+5+5+2=(14) SILL SILL SILL SILL SILL ZONE ZONE ZONE ZONE ZONE TYPE i OR 2 ANCHORS AT HEAD ZONE"F" ZONE"D" ZONE"F' ZONE"F ZONE"F' " SEE TABLE 7.,SHT.9 "E° SEE TABLE 7„SHT.9 "E" ® SEE TABLE 7,SHT.9 "E° AND AT SILL EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 314"WC DOOR, tt=ANCHOR LOCATION FOR All WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE J� a( '•,2��,l NOTES: 4 , 1.APPROVED ANCHOR TYPES ARE 1.1/4°ELCO TAPCONS 2.114"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.8'12 SCREWS =;'ji o;Z j 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETEX SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE %� .v3 le, � JAMBS(ALLk 131/4°MAX.FROM CORERS AND 231/8"MAX.O.C. � 20 '• 0y��n ti'•. HEAD 8 SILL OF DOORS:8°MAX.FROM CORNERS,9°MAX.FROM ASTRAGAL CENTERS AND 20 7!8"MAX.O.C. � •lyb.............•'�� HEAD&SILL OF SIDE LITES:Er MAX FROM CORNERS AND 24 3W MAX 3.TO DETERMINE ANCHOR QUANTITIES FMD THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. PO��``` TABLE 3.2i DOORS ® TABLE 4.XX DOORS Qo TABLE 6.0 SIDE LITE ® TABLE S.XO&OX TABLE 7.0X0.XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) &OXXO ® 1.1ta•ELGO rAPcoNS pRGOucrMMVVW GLASS TYPES A,B.C,D,E GLASS TYPES A,B.C.Q E GLASS TYPES A.S.C.Q E GLASS TYPES A.S.C,D,E GLASS TYPES A,B,C.D,E ��pty`1V ote ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYP 2.1/4°ELCO SM CRETE-REX AV�aPt °No y�@ `�t�� &SUBSTRATE$3,WOAD 1,2,OONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 23,WOOD 4 2 C0�lC &SUBSTRATEJ 2,3,WOOD 1,2,CONC &ATE 2,3,WOOD 1,2,CONC tion �t�. MASONRYANCHORS DOORWOM LOADDONES DOOR WHYM LOAD ZONES WDTHS iOADZONES DOORWKMM LOADZONES DOOR INUM LOAOZONES $9 A�op�aq 1 w 3.#12 SCREM(G5) Ivy °R-25AD ° °)OC'-47.76 m "O°-10. "X-26.50 'r-2rx5O TO 37.50 TO 71.76 TO 38. TO 37. TO 37M �` 4.ENCIRCLED ANCHOR {� �w�g `� wg� ' ' QUANTITIES IN TABLES 4 Y N p a a '' .4 -a�l m j a' a 10 0 - < - < 1O- .76 47.76 AND 7 PERTAIN TO THE R. g g �' 20 �' EXAMPLE ANCHORAGE 3 F- V-SF 3 I S a20 , ' a L SOLUTION ON SHEET S. 0 N d r LFTE WIDTH x til. x X X 3 '$ WIDTH x Hf 1 a WIDTH x Hr. o O 0 O DTH x HT. 0 MIX x 0 0 x X WIDTH x Hr. 0 0 0 0 $ 5 25.60 x 79.76 6 2 7 4 2 3 47.76 x 78.76 4 3 6 4 2 3 10.76 x79.7 4 1 4 1 10.75 X 78.76 4 2 4 2 10,75 x 78 76 4 2 4 2 0p 83. 6 2 7 4 2 3 83.7 5 4 7 4 2 3 83.7 4 1 4 1 83.764 2 4 2 83.76 4 2 4 2 LfA) x4 0 87. 5 2 7 4 2 3 07.76 6 q 7 4 2 3 87.7 4 1 4 1 87.75 4 2 4 2 r>< 87.76 4 2 4 2 LU LU F- 81.76 6 2 7 14121 3 91.7 b 4 7 4 2 3 81.76 4 1 LU 4 1 91.76 4 2 4 2 81.76 4 2 4 2 LLI 96.76 8 2 7 14121 3 $6.76 5 4 7 4 2 3 96.76 4 1 4 1 95.76 4 2 p� 4 2 96. 4 2 �p 4 2 p N p_ 27.60 x 78.7 6 2 7 4 2 3 81.76 x 79.76 5 4 7 4 2 3 12.76 x 79.75 4 2 4 2 12.75 x 79.75 4 2 $ 4 2 Q 12.76 x 79.76 4 2 4 2 p N LL 83.75 5 2 7 4 2 3 83.75 6 4 .7 4 2 3 83,7 4 2 4 2 83.76 4 2 a 4 2 '4 83.76 4 2 4 2 otf $0 67.75 5 2 7 4 2 3 87.76 6 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 4 2 87. 4 2 x 4 2 00 -1 91.75 6 2 7 4 2 6 81.7 5 4 7 4 2 3 91.76 4 2 4 2 81.76'4 2 H 4 2 F 81.75 4 2 V 4 2 G $ tq 06. 8 2 7 4 2 6 95.75 6 4 7 4 3 6 96.76 4 2 4 2 85 76 4 2 � 4 2 M 96.76 4 2 4 2 29.60 x 79. 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 X79.76 4 2 4 2 19.00 x 79.75 4 3u. 4 2 19.00 x78.76 4 3 83.75 5 2 8 1412 3 83.76 5 R 7 4 2 3 83.76 4 2 4 2 $3.76 4 3 4 2 83.78 4 3 W 4 2 $ Z 87.7 6 2 8 4 2 6 87.75 6 4 7 4 2 3 87.75 4 2 4 2 87.76 4 3 4 2 87.75 4 3 4 2 e Ze Q d LLl 91.75 8 2 8 4 2 6 8176 8 4 7 4 3 6 91.75 4 2 4 2 91.76 4 3 4 2 91.76 4 3 4 2 d 0 LL 95.75 8 2 8 4 2 6 95.7 6 4 $ 4 3 b 85.76 4 2 4 2 05.76 4 3 4 2 96.75 4 3 Q 4 2 Q Q N U j a 31.60 x 83.76 8 2 8 4 2 6 69.76 x 83.7 5 6 8 4 2 3 21.76 x 83.76 4 2 4 2 21.76 x 79.76.4 3 83.7 4 3 4 2 21.76 x79.75 4 3 V1 4 2 Wa Z _ $3.75 4 3 4 2 2 0 Q �Q 87.761 2 8 4 2 8 87.75 8 6 8 4 3 b 87.78 4 2 4 2 87.75 4 3 W 4 2 87.76 4 3 4 4 2 -4 91.7 8 2 8 4 2 6 81.76 8 5 ' 8 4 3 6 91.75 5 2 4 2 81.78 b 3 4 2 81.76 6 3 0 4 2 p It 1 95.7 7 2 10 4 2 6 95.76 8 8 8 4 3 5 .86,76 5 2 4 2 06.76 6 3 4 2 95.76 6 3 of 4 2 c 33.60 x 79.7 8 3 8 4 3 3 63.76 x 79.7 5 -6 �8 4 2 3 27.75 x 79.76 6 2 4 2' 27.76 x 78.75 b 3 4 2 27.76 x 79. 5 3 4 2 m X 83.7 6 3 8 4 3 6 83.75 6 6 '8 4 3 5 83.76 6 2 4 2 83.7 b 3 = 4 2 Z 83.76 b 3 IS 87.76 6 3 8 4 3 5 87.75 8 5 8 4 3 6 $7.75 5 2 4 2 67.7 6 3 4 2 87.75 8 3 0 4 2 0 91.7 7 3 10 4 3 8 91.7 8 6 8 4 3 B 91.78 6 2 4 2 91.75 6 3 f�i 4 3 t�t 81. 6 S 4 3 Q o 96.7 7 3 10 4 3 5 86.7 7 8 10 4 3 6 96.75 6 2 4 2 86.76 8 3 4 3 Q 85. 8 3 4 A 03 36.60 x 79.7 6 3 8 4 3 6 87.75 x 79.7 8 5 8 4 3 5 38.13 X79.75 6 3 4 3 38.13 x 79.76 8 4 4 3 F 38.13 x 79.758 4 4 837 8 3 8 4 3 5 83.7 8 6 8 4 3 6 83.75 8 3 4 3 83.7 8 4 4 3 83 75 B 4 4 111 t l t t t H/ 87.7 8 3 8 4 3 8 87.75 8 6 8 4 3 5 87. 7 3 4 3 87.7 7 8 4 3 87.75 7 5 4 3 \`,%1%"W111111" � "' 91.75 7 3 10 4 3 5 91.75 7 8 10 4 3 6 91.76 7 3 4 3 91.7 7 6 p 4 3 p 91.75 7 6 K 4 3 � �� ,........... L 85 75 7 3 10 4 3 5 86. 7 8 10 4 3 5 95.75 7 3 4 3 86.7 7 5 Vx 4 3 zVZ 86.76 7 b 4 3 37.50 x 79.7 W76 71.75 x 79.75 8 b 8 4 3 5 36.76 x 79.76 6 3 4 3 38.75 x 79.7 6 4 Q 4 3 Q 38.75 x 79.75 6 4a4 3Q 837 83 8 6 9 4 3 b 83.76 8 3 4 3 83.7 8 4 4 3 $3.75 8 4 to 4 3 ut = ~'% Ngi487.7 87.7 8 6 9 4 3 b 87.75 7 3 4 3 87.7 7 5 4 3 87.76 7 5 4 3 ; (i�81.76 91.75 7 8 10 4 3 b 91.75 7 3 4 3 91.7 7 5 4 3 m 91.75 7 54 396.75 95.75 7 8 10 4 3 5 85.75 7 3 4 3 86.7 7 6 4 3 96.75 7 b 4 3 ��067'••.....••'' O�C`�� d � � 4 1 l • S >i 2X WOOD 2X WOOD 3.4 KSI MIN.CONC— 1__ 1314" 1 314r MIN.E.D. BUCK NOTE 2 3.4 KSI MIN.CONC. M E.D. MIN E.D.—i SUCK NOTE 2 1�3ffi-TYPE 1 plarift IX WOOD BUCK,NOTE 2 FRODUCTREN13WED ix 1 3V TYPE I as the c1le BUCK NOTE 2 1 31C WOOD TYPE 2 1314"TYPE 2 ),qtf.0; RU A Amptance Ift I 3w t... IN. DO M11N. 38'M Ildr MAX. 1/4°MAX pfadw SHIM 1!4°' --11W4 MAX sm WOOD EXT SHIM SHIM I CONC. EXT. WOOD EXT• CONC. NOTE ANCHOR EXT. 7 — CH TYPE 2 OR 3, 87AANCHOR T;ANCHOR ANCHOR re C4 C N OT NOTE I _IfV NOTE I OTE I TYPE 2 OR 3, 1TYPE i TE I DOOR HEAD(WOOD) DOOR jF4 CONIC) 13/8°TYPE I(CONC) ,. NOTE I 1316' 134"TYPE 2(CONC)V§IDE (WOOD) SIDE LITE HEAD(CONC) a< 114°MAX.SHIM MINI. 11/4'TYPE I OR 2(CMU) SHIM; 1/4°MAX.SHIM,4 T 114"MAX SHIMi 1 3V TYPE 1(CONC) 0) 3w MIN. 3W MIN.E.D. 13/4'TYPE 2(CONC) WOOD t. CONC. MIN.E.D. ANCHOR ANCHOR. W ON CONC NOTE I STAGGERED ANCHOR 1. • 1.6 KSI MIN.CMU OR U. CENTERS,- ON e WOOD &4 KSI MIN.CONC. U. TYPE STAGGEREI) ANCHOR, co 40 is 314°MIN.E.O. cc 20R3, CENTERS. , MIN.E.D. TYPE LU NOTE I CD 8 20R3. 2X WOOD EXT. Ix V400D 13U 1.UKSIMKCMU.OR r-—. 2X D NOTE 1 0 EXT '400- EXT. SUCK NOTE 2 SUCK 2 z z:*. 3A KSI MIN.CONC. NRE IX WOOD SUCK NOTE 2 EXT. DOORJAMB(WOOD) DOOR JAMB SIDE LITE JAMB AMB(CONC) LU B(CONG) (WOOD) SIDE LITE J w ox c!) Z WOOD ANCHOR TYPE 2 CONC.ANCHOR z co OR 3,NOTE 1NOTE 1 WOOD ANCHOR,TYPE 2 OR 3 NOTE QOM,ANCHOR NOTE I IXV400D EL 0 EXT. 3: BUCK NOTE 2 <04 g NO 3 I :) -LL 114"MAX MAX. 114"MAX — Z SHIM MAX SHIM SHIM 1308-TYPE1 1 3w MIN TYPE 2 3„ Ml. 1314 -.-t3ffTYPE1 3A KSI MIN. --T—I '%,1314-TYPE 2 W4' 1_7 1 . 1-1 &4 Kl�f MINI.Cxm. CONC. 2X WOOD BU NOTE 2 N.E.D. 2X WOOD SUCK NOT92 DOOR SILL(WOOD) DOOR SILL(CONC), SIDE LITE SILL(WOOD) MIN.E.D.SIDE LITE SILL(CONC) NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADIE COUNTY,USE ONLY MLAMI-RADE COUNTY APPROVED ELCO 1/4-TAPCONS EMBEDDED I 31r MIN.(TYPE 1)OR 1/4'SS4 CRETE-FLEX EMBEDDED I 3/4°MIN.(TYPE 2). THE MINIMUM DISTANCE FRDM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE .......... #12 SCREWS,G6(TYPE 3)OR ELCO,1/4°SS4 CRETE-FLEX ANCHORS EMBEDDED I SW MIN.(TYPE 2}. 2.WOOD SUCKS DEPICTED AS Ix ARE LESS THAN I lir THICK Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I lir THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). o'Zz 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) 2� MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 'ek V. ........... 4*6, TRIO DESIGN CONSULTANTS, LLC ®C OA. # 27578 APPROVED • [ ] NOT APPROVED [ ] APPROVED AS NOTED [ ] REVISE&RES B [ ] R W- E`o/ �Z SIGNA DATE (Designers review b for geneZCnfWTMCO with the deslgn and contract documents.Markings or comments shd not be con*uecl as relieving the Contractor from compliance w8h the profeat piary and spectficafkons,nor departures therefrom.The Contractor remake responsible for detals and accuracy,for confirming and cofrelat6rg all quantities and dimensions,for selecting fabrication processes, for techniques of assembly and for pedowrft his work In a safe maroK M® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (WA) 1Vww.mlaM1 ova r 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the..AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control i 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: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.L APPROVAL DOCUMENT: Drawing No.LAW-ML-1001,titled"Aluminum Tube-Mullions"Sheets 1 through 10 of 10,dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E.,bearing the Migmi-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:.Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 010-0610.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 12-01-21.07 _]APPROVEDl Expiration Date: May 30,2017 Approval Date: March 29,2012 -r l Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS - 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions"Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 8/27/02,signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 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 120"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-Sella,P.E. (Submitted under NOA#03-0225.07) 3. 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. (Su6nd ted under NOA# 03-0225.07) 4. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-1383, dated 2/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA#02-0501.05) 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 an aluminum sliding glass door,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-02-1718,dated 8/27/02, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA# 03-0225.06) L_ - Manuel,Perez ' Product Control Exa er NOA No.12-0127.07 Expiration Date: May 30,2017 Approval Date: March 29,2012 E-1 o Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTiNOED) 6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc.;Test Report No. AETI-02-1717,dated 8/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NDA#03-0225.06) 7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 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 1/31/96,signed and sealed by Gilbert Diamond,P.E. (SubmBtted under NOW 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 05/17/10 and updated on 01/25/12,prepared,signed and sealed by Thomas J. Sotos,P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated January 25,2012, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated May 20,2010,signed and sealed by Thomas J. Sotos,P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02,issued to Lawson Industries,Inc. for their Clipped Aluminum Tube Mullion w/and w/o Steel Reinforcement--L.M.I.,approved on 10/06/10 and expiring on 05/30/12. Manuel P ' P.E. Product Control BmAlner NOA No.12-0127.07 Expiration Date: May 30;2017 Approval Date: March 29,2012 E-2 f � THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT a AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE GLAZING HORIZONTAL MULLION s ANCHOR/CLIP ANCHOR/CLIP CDUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. PRODUCT RECTANGULAR AL RMINUM TUB M n I M ANCHOR/CLIP HORIZONTAL MULLION USING MULLION PROPERTIES ONLY GLAZING m e PRODUCT 3 - + w GENERAL NOTES: o g� $ / 1. THIS PRODUCT HAS BEEN DESIGNED 7'O COMPLY WITH THE W,l REONREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION tlELU09JG VERTICAL VERTICAL U + a HIGH VELOCITY HURRICANE ZONE (HVHZ). 2.ALL OLAZNO PRODUCTS USED WITH THESE MULLIONS MUST MEET THE O MULLION MULLION .. $ APPLICABLE FLORIDA BLOC. CODE REQUIREMENTS LE:WIND LOAD,WATER i I s" 3 NFlURATIDN. FORCED ENTRY RESISTANCE,SAFEGUARDS ETC, 4* Z D 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. a I i GLAZING GLAZING GLAZING GLAZING .-. INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. .Z„ _ I [PRODUCT PRODUCT PRODUCT S PRODUCT �TOWM STHE S YOOTHHERR� MUST BE ANCWRED PRopERLY TO TRANSFER a w hz- B ANCHORS SHALL BE AIS LISTED,SPACED As SHOWAI ON DETAILS,ANCHDRS EMBEDMENT TO BASE MATERIAL SHAD.BE BEYOND wALL ORmwe OR STUOCO. t ANCHOR/CLI 8.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS w .� ARE NOT PART OF THIS APPROVAL. 0 7.A LOAD DURATION NCRFASE N ALLOWABLE STRESS IS USED N DESIGN OF WOOD ANCHORS ONLY. 6 8. MATERIALS NCLUONG BUT NOT LIMITED TO STEEL OR METAL SCREWS, N wt w2 w3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET v MULLION SPAN MULLION SPAN THE REQIBREM EM OF THE 2010 FLORIDA ROD.CODE-SECTION 2003.8.4. to E WIDTH (W) = wT + W2 + E31 MULLION & CLIP NOTES: 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 HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET _ 4 OF 10 FOR DETAILS AND NOTES. GLAZING ' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS [GLAZING �:' I PRODUCT ` `:`. 3 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS " 6. 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. + a ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS z ; R bGLAZING GLAZING GLAZINGPRODUCT PRODUCT MVERUON TICAL ANCHOR/CLIP nM M# ti, it 0 .'14 w1 W2 `MULLION SPAN � PRODUCTRBYMSBD fD•� G v : WIDTH (W) = Wi Z W2 WIDTH (W) = W1 E W2 suBdHMB ewlthampi3da 0, '•••.Q••' �: !7 ` TYPICAL MULLION ARRANGEMENTS A i f 4 1 i � J L690- ASS TTP. •s+ .DB2 p .148 O `1 3A00 I= e�rl O� 4405 4= 4.000 JIS 4T32 ,� F a1 m o 41 cs 3000 3-082 3.000 .117 4-M 2.S�T 4 witm�E 2800 4732 Z= 2m vp p1 �a mnc& L 2X MULLION CLIP $7 F O 000-78 ao2 t oOG .top 1.000 .Ise a79 7d I 6 fOBE 1 18[i8 1.188 IA62 el�4 2X 8 1X4 1 X3 1 X3 1 X2 1 X2 I CUSTOM MULLION d1STOM. MWLLION CUSTOM MULLION QOM M t R ma tcT•pM M n LON 6083-T8 8063-T8 8083-T8 �y-111 1100-Te Ixx: 2.070 in; Ixx: 1.000 0 Ixx: 0.950 ire Ixx: 0.370 ir4 UDC 0.330 tri Sxx: 1,035 in. Sxx: 0.6676TH Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 ire (FLANT;£FRAME) (FIN FRAMES (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME}i STA!>ppRD TUBULAR ALL 2.000 :1 TLP.WALL 0 .129"ALL . AilOT-8063-TB 1= ! GLAZING FFA=T Li 184 LOGO ^ L� 118 ej L000 40 28W .187 2250 00 4 OGD .1 6.000 .l29 3.00D y 4= 2000 i!E 11 MULLION CLIP e.mD 3600 4.Goo GM-TB 1 X 4 1 X 3 1 X 2 �� MULLIONS CONTAINING STD. TUBE LUON S. TUBE MULLION STD, TUBE MULION NOR71 IYP_1CAL GLAZING PRODUCTS L�>B �Te Som-Te OP1mwL HORIZONTAL OR VERTICAL Li 2 Ixx: 2.070 ink Ixx: 0.950 in`. 41x: 0.330 Ino. a SEE KmOtotr Ei II�R APPROVAL FOR . TUBE MUI�,ION STD. TUBE M1_R i IONSxx: 1.035 iTi3 Sxx: 0.63�$ nIN077 330 Ind FASTENERS SIZES SPAIVIG X83-Tli BO63-T8 B0{L a a Ixx: 8.280 ink Ixx: 2.980 in4 A xi Sxx: 2.780 in3 Sxx: 1.490 0 I 1. CLIP LBNGTH CT M MULL 'La INSTRUCTIONS: USING MULLION PROPERTIES ONLY a 149E CHARTS AND GRAPIR AS FOUMS 1 X 3 2.688' STEP 1 oE1MMS OEM ROAD REO QW FOR PARnCL1TMR OPENM, TMAND CAN UBE USED WITH ALL LAWSOWSONS ARE RATED FOR LARGE MMIAIAMMI ILE IDADE� 000 •••�"'�'•',�a/��4i COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. �'�• c, LL d':y�i MACH 1 X 4 3.688' .; PRDO11C78 IREETGYO ABOVE L�0 ! ,; O O OPLL 2 X 4 3.688' STEP-3 CT=TO MULLION AS PER PROMICF NOTES: •� * tll (X.2 aq►GN APPROWL .� 1" pan 2 X 6T $.688' I STEP sPEGIFT tlA7tl4QlMT SKOR SPAONO. I. REFER TO THE GENERAL NOTES ON SHEET 1. ALL CLIPS AND ANGLES ARE TO FITSTEP LOW GRAM ON DMU 3 OF to SaW MUU MN SME 1 OF 10 FOR BUILDING CODE COMPLIANCE, . g WON omm mm MWRE n1AN OESi6t4 LOAD BPEf m SNUG INTO TUBE MULLIONS. a STEP t ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ...N ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TTPEs ON SKEET a TIM 9 AND AMOK CWM HORIZONTALLY. 8 93-TS INTO TUBE MULLIONS, SEE OPTIONAL ;rT p ON SHEET 9,SELECT ANC OR 1TPE TmK'I I RAMIG 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION f4Fn E 2OaG ANCHOR DETAIL AT SHEET 9 OF 10. mm nm TK OESGN LOADS sPECmw IN STEP T ASM ARRANGEMENTS OR STACK CONFIGURATIONS. la T � TUBE MULLION11 TutmMULLI ONS Width MULL SPAM 1X2 1X3 1X4 2X4 2X8 1Nldth MULLSPAN 1X2 1X3 1X4 2X4 2X8 tNidth MULLSPAN 1X2 1X3 1X4 2X4 2X8 18 16D.0 910.0 150.0 150.0. 150.0 8 28.3 81S 150.0 1600 9600 8 18,3 421 60.5 1500 24 60.0 160.0 150.0 1600 160.0 24 212 61.1 1332 1500 1600 24 31.6 45.4 1282 o p 123.0 120.0 160.0 150.0 1500 17.0 48.9 108.5 150.0 1600 30 252 38.3 1009 m 36 102.5 160.0 150.0 150.0 1500 38 40.7 859 127.8' 160.0 36 21,0 30.3 84.1 "� o 42 87.9 150,0 160.0 1500 1500 42 34.8 76.1 109.5 150.0 42 18.0 �.@ 72.1 y 48 38.318" 78.9 160.0 150.0 150.0 1600 48 744W 30,8 86.8 95.6 1600 48 120" _ � o 15.8 22.7 8.9.1 og A 64 88.3 137 6 150,0 1600 1500 84 272 692 852 1500 64 80 81.6 123.9 160.0 500 150.0 24.4 53.3 78.7 1442 �2 68.1 d44.6 112.8 150.0 1600 1500 so 222 48.4 69.7 131.1 88 - 16 5 �.6 = 72 1032 150.0 150.0 1500 72 20.4 44A 83.9 1202 72 18.5 45.8 $ 78 85.3 160.0 1500 i5O0 78 18.8 41.0 59.0 1109 78 _ 15.1 389 I s d a $ 18 150.0 150.0 1500 1500 18 58.3 122.8 1500 1500 18 24 150.0 110.0 150.0 1500 24 422 1320 1324 150.0 24 31.6 7 3344.1 .0 5J 30 142.3 150.0 1500 150.0 33.8 73.6 106.8 150.0 30 18.0 27,3 75,8 jl W 3@ 118.8 150.0 1500 1600 38 28.1 612 88.3 150.0 1 36 15.8 227 632 z 42 38.3 101.7 160.0 1800 1500 42 24.1 526 75.7 150.0 42 z 48 6114wB"� 336 88.0 145.4 1800 1800 48 84" 21.1 48.0 132" - 185 542 682 140.8 411 17.1 47A 54 29.8 79.1 12D2 160.0 1600 54 18.6 40.8 55.8 1252 64 1S2 42.1 so 28.8 712 118.3 1500 1500 60 16.9 38.8 53.0 1127 t0 37.0 ® p 24.4 84.7 106.7 180.0 1500 6@ 15.3 33A 48.1 1024 88 223 69.3 989 139.6 1800 72 30.7 44.1 83.9 72 - 348 78 2D.8 64.7 89.6 1288 160.0 .78 - 28.3 407 80.7 78 - 31.8 r/1 Pl o e Is I 292 Li 1 M 828 180.0 1110.0 1600 1600 18 37,7 82,1 1183 1500 18 242 35,0 97A 24 46.9 135.1 160.0 160.0 1500 24 28.3 61,8 88 7 1500 24 18.3 28.3 73.0 C 30 37.5 108.1 169.0 1600 150.0 30 - 229 49.3 71.0 1500 30 21.0 68.4 f4 30 31.3 10.1 110.0 1500 S00 36 - 18.8 41.1 59.1 1439 38 17.6 48.7 42 28.8 772 131.1 180.0 150.0 42 - 182 352 60.7 123.2 15.0 41.7 48 or23.6 87 8 114.7 1800 1500 48 88• 30.8 44 3 107.8 48 144• 388 64 20.9 60,0 i019 1486 1500 64 27.4 39A 95.8 64 _ 328 80 18,8 64.0 91.7 1321 150.0 24,8 36,5 88.3 _ 322 88 17.1 49.1 83.4 1201 150.0 88 22A 32.3 78.4 so m8 72 15.8 48.0 76.6 110.1 1500 72 - 205 28.6 719 72 _ 24.3 0 78 - 1.13 70.8 0.8 MILD 78 - 273 66.3 78 _ _ 22. 18 48,3 133A 160.0 1600 180.0 is 28.8 67.7 83.1 1800 18 31.0 89.1 24 34.8 100.0 1500 1600 1500 24 1@.@ 43.3 62. 1600 24 232 84.8 8 30 27.6 80.0 1500 160.0 1600 15.9 34,8 48.8 1383 30 18.6 51.7 38 232 68.7 1262 1500 150.0 36 - 288 41.5 113.6 38 15.6 43.1 42 18.9 67.2 107.3 1840 1800 42 24.7 36.6 87.4 42 _ 35.9 48 83• 17A 50.0 93.9 136 1600 48 108• 21.6 31.1 862 48 in. _ 3 15.4 44.5 83.4 1201 1500 64 192 27.7 76,7 20.7 so 40.0 75.1 1081 150080 17.3 249 88.1 _ 26,8 ae a1 88 38.4 88.3 98.3 160.0 68 - 15.7 22.7 820 21.5 , 72 33.3 82.8 90.1 1500 M - 20,8 58.8 72 21.5 ?� 78 30.8 579 832 212 - - 182 4 78 18.8 rroR muum ®,gUllldddd' ,s% r ►m Ell Z:" TYPICAL MULLION ARRANGEMENTS eeeee 4< b} ��i�i vO:rRA1 ' PROD= ` e ®A..N•••..,•!'r�� eeuwoR ARCHES TO BE R$ClBBEp °A�' '•. i Z DOW FAVE4N RAR SHAPE .� IL bS GUMS MAM Am Gt MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PR0DUcr .Lu 0 3: VERTICALLY OR HORIZONTALLY. 10mmm � O pgppucr PR00UCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) A oeNo W1 W2 �_ MULUON SPAN WIDTH (W) = W1 Y ,�`��nddd•• �4��e 0 f N � 1 1 - I 1 4690 .IeS 1.007 .062 .888 312 40DD 4S0D s .136 TTP. _ '� .068 .125 � p des ra g 4409 4.� Q 4.000 415 L7= e ts 2 x 4 4 3mo edge ' Rare .. o 316"mu tYmeAL 3 v �� WINDOW FRAME z 4= Qga� 2X MULLION CUP deg4564000 Siad 34WFF S% �-� 2 X 6 �� 1 X 3 up NOTCH 'L• 64W 1dl88 1 X 4 1.�E STD. TUBE MULLION 1 X 3 'L' OPTIONAL MULLION 1 X 4 TUBE NUI!ION 1 X 3 Bass CUSTOM MULLION CUSTOM MULLION 6083-18 SOD-T8 CUSTOM MULLION 6063-TB 6053-To ULK: 4.709 irL II= 4.709 ink ixx: 2.188 in4. In: 2.166 in4� Da: 2.218 in! Sxx: 2.395 In6 Sxx: 2.399 ins Sxx: 1.448 ink Sxx: 1,445 In. Sxx: 1.479 1n! V o PA00 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) SIAN ® y I". A L TUBULAR SHAPES 1—am— ALLOY 0 R ALLOY-�-18 a GLAZING rRB7ucr � F12 8070 d8S 8.L^SO 1.000 48es 4.000 J 6AGD 4800 4j m An tX MULLION CLIP am 4= 3689 9 6063-TOL f1 +41 MULLIONS CONTAINING NOTCH TYPICAL GLAZING PRODUCTS OPTIONAL HORIZONTAL OR VERTICAL Pt1oDUCFitevis� I as aemPlYi6a wU6 619 FILRiOa ® SEE WINDOW OR DOOR APPROM FOR 2 X 6 2 X 4 SND o c FASTENERS 9fZS AND SPACING STD_ TUBE MULLION STD. TUBE MULLIQ 806]-TB e08d-Ta )) ad MIx:19.648 Ire Ixx: 7.649 in! 7 'L• 'L• CLIP LENGTH Sxx: 6.549 in' Sxx: 3.829 in' / RECTANGULAR ALUMIN 1M TI IiiF wnB i 10 I� a C MULL INSTRUCTIONS: USING MULLION PROPERTIES ONLY USE CHARTS AND GRN*B AS FOLLOWS. °� U•,i��/ON 1 X 2 1.668' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT oo O.•'f '.�d�yi 1 X 3 2.688' STEP 1 DtTtlanNe oEsmN LOAD REou7aEa FOR auerxuLaR OPEN INO. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE o~•• ' q RD1Cx 1 X 4 3.688' STEP 2�SAm PROD1 m ME61N0 ABOVE Lam COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS, a O � , O�• yL oPTror7G 2 X 4 3688' STEP 3USE CONNECTM TO MULLION AS PER PRODUCTAPPRML NOTESkm : * 1- 2 X 65.688' STEP 4 SPECIFY wXwJM"SPAIMa 1, REFER TO THE GENERAL NOTES ON SHEET eam Usha CHARTS ON SHEET S OF 10 SELECT MILLION WE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT STEPS WON DE4tON WING MORE THAN DESIGN Lao SPECIE 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ANGLE CLI 22.. WHERE ANGLESARENOT M SNUG USMB ANCHOR TVPES ON SHEET a THRU 9 AND ANCHOR CHARTS HORIZONTALLY, 8000 6087-T6 NTO TUBE MULLIONS, SEE OPTIONAL STEP 6 am SHEET 9,SELECT ANCHOR THE WITH Gum w= 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULUON , ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE K OM LOADS SPECIFIED IN STEP I AW#T- ARRANGEMENTS OR STACK CONFIGURATIONS, e to T � STEEL REINFORCED TUBE MULLIONS- STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE NIULUONS Width w MULLSPAN 1X3 1X4 2X4 I 2X8 Width w MULL SPAN 1X3 1X4 2X4 2X8 Width w MULLSPAN 9X3 1X4 2X4 2X8 8 150.0 150.0 150.0 1 150.0 8 150.0 150.0 150.0 150.0' 18 44.0 96.7 150.0 150.0 O 24 150.0 160.0 180.0 160.0 24 139.5 150.0 1 150,0 150,0 24 33.0 71.8 118.8 150.0 30 160.0 150.0 160.0 1 150.0 30 111.8 160.0 1 160.0 150.0 0 26.4 57.4 93.2 150.0 36 180.0 150.0 150.0 150.0 38 83.0 150.0 150,0 180.0 36 22.0 47.9 77.7 150.0 I w 42 160.0 160.0 150.0 150.0 42 79.7 160.0 150.0 150.0 42 18.8 41.0 88.8 160.0 gal u 45 38-318" 160.0 160.0 150.0 150.0 48 741/4" 80.7 150.0 150.0 150.0 48 120' 18.5 35.9 58.3 149.7 q 84 150.0 180150.0 .0 160.0 150.0 84 82.0 134.8 150.0 $ tl+ B4 31.8 51.8 133.1 80 180.0 150.0 150.0 180.0 80 55.8 121.2 160.0 160.0 80 _ 28.7 48 3 - .8 119.8 88 160.0 150.0 150.0 50.0 88 50.7 110.1 150.0 150.0 88 _ 28.1 42.4 z d ° 92 108.8 180.0 160.0 150.0 150.0 72 48.8 101.0 180.0 150,0 72 ^P Z $ x 78 23.8 38.9 99.8 s�P. O 180.0 150.0 150.0 x 180.0 78 42.8 83.2 1 +. 60.0 150.0 78 - 22.1 id=r1 35.. 82.. ! 1 150.0 160.0 150.0 150.0 18 128.4 160.0 180.0 150.0 18 33.1 71.8 118.8 960.0 � 24 160.0 180.0 130.0 160.0 24 06.3 150.0 160.0 150.0 24 24.8 63.8 87.8 160.0 30 150.0 150.0 150.0 160.0 30 77.1 180.0 160.0 180.0 30 19.9 431 70.1 960.0 m 38 160.Q 160.0 150.0 150.0 38 842 138.5 150.0 180.0 38 o. 42 150.0 160.2- 160 18.6 38.8 58.4 980.0 � 60 .0 160.0 42 56.0 198.6 150.0 18010 42 .e 60.0 128.6 48 50.8!8" 150.0 60.0 150.0 160.0 84" 48 482 104,8 150.0 1600 48 132" 27.0 84 43.8 912.6 {) x 180.0 150.0 160.0 160.0 54 42.8 93.0 150,0 150,0 84 24.0 38.8 100.0 60 150.0 150.0 150.0 150,0 BO 38.5 83.7 135.9 160.0 80 21.8 35.0 80.0 88 147.7 180.0 150.0 180.0 86 35.0 78.1 123.8 150.0 BB 19.6 31:8 81.6 4. 0 72 135,3 160.0 950.0 150,0 72 32,1 89.7 119.3 180.0 72 - 18.0 29.2 76.0 �) o 78 124.9 150.0 150.0 150.0 78 28.6 64.4 104.8 150.0 78 18.6 28.8 892: a 18 160.0 150.0 150.0 180.0 18 86.0 --1 S-00 150.0 150.0 18 25.5 55.4 88.9 150.0 24 150.0 150.0 150.0 160.0 24 64.5 140.1 150.0 '150.0 24 99.1 41.5 67.6 150.0 g 30 150.0 160.0 150.0 150.0 30 51.8 112.1 150.0 180.0 30 18,3 33.2 64.0 138.8 ii 38 160.0 160.0 1�,0 150.0 38 43.0 83.4 160.0 150.0 38 27.7 46.0 115.5 42 150.0 180.0 150.0 150.0 42 38.9 80.1 130.1 150.0 42 23,7 38.8 98,0 48 �° 160.0 160.0 160.0 150.0 48 88" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 88.8 l 84 137.0 150.0 150.0 160.0 84 28 7 82.3 1012 150.0 64 18.5 30.0 77.0 60 1123.3 160.0 1�,0 160.0 BO 25.8 56.1 01.1 150.0 80 - 16.8 27.0 69.3 Be 112.1 150.0 160.0 180.0 86 23.8 59.0 82.8 160.0 15.1 24.5 83.0 72 102.8 960.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 67.8 78 94.8 .0 150.0 78 .9 .1 70. 80.0 78 _ - 20• 18 160.0 160.0 150.0 150.0 18 80.4 131.2 160.0 150.0 18 22.8 49.0 78.8 150.0 g 150.0 150.0 150.0 150.0 24 45,3 88,4 160.0 150.0 24 16.8 38.7 59.7 180.0 $ 38 160.0 150.0 150.0 150.0 30 36.3 78.7 127.8 150.0 30 29,4 47.7 122.8 38 160.0 150.0 150.0 150.0 36 30.2 85,8 108.6 150.0 36 24.5 39.8 1022 42 130.5 180.0 150.0 180.0 42 25.8 58 91.4 150.0 42 21.0 34.1 87.6 48 03" 114.2 150.0 160.0 160.0 48 108" 22,7 482 78.9 180.0 48 160" 18.4 28.8 78. 64 101.5 150.0 60.0 160.0 64 20.1 43.7 71.1 150.0 B4 18.3 26.5 68.1 81.3 180.0 160.0 150.0 80 18.1 99.4 84,0 180.0 80 88 8.9.0 160.0 150.0 150.0 88 18,5 36.8 58.1 147.0 g8 - 23.9 81.3 72 76.1 142.4 160.0 150.0 72 15.1 32.8 53.3 134.6 72 98.9 821.7 1.1 a 78 70.2 131.4 1�.0 160.0 78 90,3 492 124.4 7 - 18.4 47.2 IrolazanAl to Um TYPICAI MULLION ARRentr,FluIFnlTe os#e' 4<...aQ;;zf' YOtiII;AR. FROM= OQ•••.. •q/�w°°o UUMON ARCHES M RE MCRM 0 4.• U. u WE R ECruvc"SHAPE CLAM CLAM o d N07E: • a PRCJ%CT PROD= MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PROMMTREVNED, 10 * `• VERTICALLY OR HORIZONTALLY. Otew 0 �4 PROD= FR mGLAM cT (INTERPOLATION BETWEEN MOTHS ALLOWED) ft ��•,'��.•� .. o.� bete 'l ••• « • • � W1 + W2 W1 MULLION SPAN WIDTH (W� = 2 1 a a e r 1 . r 5/18'TAPCONS MIN. EDGE DIST. 1 1/4" MIN. 1_1 ,�,,�ppIFTRATIQ/1 6/ta"1Avoal� 2-3/16" CONCRETE OR s ag OIST 2 PER CLIP(1 txa OIET WINO)ATION 1_Il•U.�1 A1� 4" OLLOW a/IB'TAPCONS INTO STASONRY O kL 1-3/+-1R7. mo N�rto NASOHRI' 1-3/4•WN.areEo caro NA50Nar g - 3/4" 4 PER CLIP(2 ON YANG 2 PER ANQE $ t Ra. I§ 0 1 I 1 I I 1 I Ivp 1011 �i v •Q� 1 1 1 1 e _1I i i 2 7/18' ' $ O p�• .. .PIAATIYB CLIP U I x 1 MIN. +;J/ii i3 ------------ 11 l II 1 ALIN1 �6 1 1 1 I I 1 _ 1 1 2 X 2 X 1 1 WOOD BUCx 1 1 I I I w000 BICI� ' 1 1x FLOAIINO CLIP LI LI ANa1.0 ; r� L7 71 I 1 1 I I I N Z > i i i i ii W !° � S 3/4" MIN. ANCHORS TYPE V (INTO BLOCK) D EDGE DIST. 1_1/2'fuN 1NxmlppdET(L1TxW ANCHORS TYPE 'G' (INTO CONCRETE) O 4 ANCHORS THRU 1X BUCK ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK j�, 14 INTO TUBE MULLIONS. 1xLL 4" & 2"x4" MU1 1 \z 1 TAPCONS MAY BE HEX OR FLAT HEAD. 1 •-B MW. EDGE DIST. 2-3/18" CONCRETE OR q II I 4" HOLLOW K s/fM wom 5/ta'TAPCONS 1 1 1j j 1-3/4"MDL MOM INTO MASONRY 1-3/4'MaL EMBED INTO MASONRY yy. 1 1 2 BY 11 2 X X X 1 2 PER CLIP(1 ON FACtt--m 1 PER ANGLE 6 r----••----,1 Wow BIICX 11 1 ALIA1 ll I I ALL CUPS AND ANGLES TO FR SNUG a' ^' t • a: ALTERNATE INTO TUBE MULLIONS '• i . ANCHOR LOCAMN TAPCONS MAY BE HEX OR FLAT HEAD. L 1 1 a ANCHORS TYPE 'A' do 2 ANCHORS INTO WOOD I I 1 � 1 1 1 tBr .=+ j 11 2X2X1 a/1a•TAPCWIS N 1----------- -- ---- 1 �D OWN 1 ' tx FIAVWO QIP LI 1 ALW 1 1/4" MIN. 1-1/2•UK HOOD PDIETRPU= a/ta'TARAI E O 1-1/2'11Pa TaaoD Pt1ADiRAfIWa 1 1 1 1 i i •PER t2lP(2 ON E1CI1 fYuia) 2 PER ANQE � � I 1 I I ANCHORS TYPE 'C' (INTO BLOCK) a a $ ' ' ' '1:,'•J; �•':T' ,�, AN TYPE 'F' (INTO CONCRETES 2 ANCHORS THRU 1X BUCK EI��F��i� 1 1 1 1 1 INTO CONCRETE OR BLOCK ��e3-•r"'"•'••a,,owi 1 1/4" M �1r'i ,i11 ii i �g•��1�Q{ p b Y � CLIPi 2 X 1 1 1 e Wow ast 1 1 I I 10 1 PRODUCrRBII® i i i i i i r-----------+ elmmptyiagvte&evls�L '• ° k ANCHORS TYPE '8' WERNANE 4 ANCHORS INTO WOOD AXCIiOR LOCATM to ` ^ ` r � L X n i t � 6 MIN. EDGE DIST. 5/18'TARCONS 2-3/16" CONCRETE OR 1-3/4-VOL DAM Oto MASONRY 3-3/4' CLIP LENGTH a mut(2 ON EACH WWO MIN. 4' HOLLOW BLOB "Lo . . t X 2 1.699' :•.�'' ;1 _� :h,' ;1•. n� 1 X 3 2.699' z :. a': •; :.•: +''• 1 X 4 3.689' 2 X 4 3.688' LX 6j 5.688' L� MIN.. 1.ALL CUPS AND ANGLES ARE TO FIT d Rp N P 2.4 w 2.S M0 1 1 1 i i i i i i 2X2= SNUG INTO TUBE MULLIONS. y Z p -------------J L AL1Iy2.WHERE ANGLES ARE NOT FIT SNUG =d 1 I INTO TUBE MULLIONS,SEE OPTIONAL 1 I , ANCHOR DETAIL AT SHEET 9 OF 10. Q CUPS OR ANGLE;CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED /1a aMS CHWeIEl TUBE MULUON WITH ALKALI—RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRRATE LACQUER. MIN. EDGE DIST. ------- ----`--- ® a 2-3/16- CONCRETE OR 4" HOLLOW K /12 FX S.MS. 2/SM 118'THICK ALUM ClNNNEL , 1Lemm �N . O o �muum j j TUBE mumTUSM MAY RE NOTCHM AS W .:•:''•�.f '•t•..• 1: .• MSHOWN TO ALLOW OfSTAUATION 1 I LOCATION OF SCREWS CONNECTING +.••. °•• •�' T ASSpeBLr ANGLES TO TUBES WHERE ANGLES 814 FH SNS ARE NOT FIT SNUG INTO TUBE MULLIONS. '- i amcEss Hotr 1-1/2 qc mi O 1 I 1 1 s a'2 I I ---- --- �- ----3"---- - 1-3/4•Im EIeBEDw�R ANW.E 4 JAN= 1 1 f '': ;.rf.:•' ALUM AMOUC K, ,�� i12 FH SMS I I PER CUP ol MOL It .`•!• '\z 1-3/4'x 2'x 1/8.OW 2SY 3/4'x 2'x 1/B"FOR(181'1lIBE - ALUi1 ` 'q n CUT m PIT sawn OSIDE TueE * ANCHORS TYPE I MEAL TO METAL CONNECnON q►� , . o O USE CHARTS FOR ANCHOR TYPE't'TO VERIFY CAPACITY OF CONNECTION W * Lu B. .Y ['•• O MODUCTRITMOD 3•-3/4' ALL CUPS AND ANGLES TO FIT SNUG D NvovvYYYYuuum� O•�•. '•: MIN. INTO TUBE MULLIONS. @xpltWmDue °j 1 3/4- OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. MIN. t ANCHORS INTO CONCRETE OR CEMENT BLOCK Q l " c and rNSIRAM 7VPM Wd ANaM TVM and SUBST M vam maim A 8 C F WonE O weep MMMR e faq span k Omm om R Vd V68 ML Ilk 9k Cmc Ooln Oxen NAL m am wl VVI Ek I Sk Bk Cm q= Oom I NAL 18 'W 110 161) 1W 1W i60 1W 1W 1W 18 91 1W 1W 9W im 180 180 1W 78 68 712 720 I 1W 1W 140 151) /W 150 24 IN 160 1W 1W 1W iW 7W 7W 1W 24 W '133 150 190 1W 1W 180 150 15D 24 42 84 97 148 1W 108 1W /W 718 30 108 160 1W 1W 16D 1W 1W 15D1W W 64 103 126 150 1W 140 180 IW 1W W 34 87 7T 178 780 89 93D 7W 83 � M s8 W IW 1W 7W 180 160 160 1W 1W W 91 104 1W 160 117 7W 'W 123 38 28 as W 97 128 72 100 144 77 42 76 0 150 1W 15D 1W 1W 16D 1W 42 39 78 89 134 180 700 7W 7W 107 42 24 48 18 83 111 82 93 124 W Gas Z °o 40 383f8 86 133 1W 980 1W 1W 16D 110 1W 49 741/4 34 W 76 118 1W 07 132 1W 93 48 124 21 42 48 73 97 64 81 tog s8 a B.. 8 84 88 117 138 10 '160 780 13D iW 160 W W 61 70 105 738 18 117 1W 10 W 19 37 43 W 8s 49 72 96 61 60 833 108 121 7W 1W 136 1W 1W 146 W 27 64 83 84 126 A 106 140 76 17 34 39 W 77 43 W 87 48 ; h 88 48 M 110 1W 1W 723 1W 10 "132 48 25 49 67 98 114 81 9s W W W 15 31 36 is 70 39 W 79 � _�z C z 72 44 68 101 1W 1W 113 1W- 1W -121 72 23 45 62 78 104 68 8B 117 8'L 72 14 28 32 49 as 33 64 72 39 o p 78 41 81 93 140 150 'p4 - UD 111 78 21 42 48 72 98 54 M 108 W 78 13 25 3D 45 W 33 W W 38 18 133 160 tW 1W 1W 1W 1W 168 1W 18 W 9W 7W 'IW 7W 7W �0 7W 18 81 102 117 IW 180 131 1W 7W 140 8 20 100 160 1W 1W 7W 1W 1W 160 -1W 20 W 120 138 :1W 1W 1W 7W 1W 1W 0 38 77 W 132 1W 98 148 1W 106 30 W 1W 160 1W 1W 'W 1W 1W -1W 30 48 93 111 7W 1W 124 1W 1W 132 3D 31 B9 70 108 141 72 116 1W 84 r 38 67 133 1W 1W f60 l _ 1W '1W. 1W 38 40 W 82 139 1W Im 1W 7W 110 35 28 111 W Be 117 s8 W 131 70 42 87 114 137 1W 1W 141 - 1W 180 1W 42" 34 89 79. 119 1W 88 133 760 94 22 47 W 76 701 68 W 112 W 48 MGM W 1W 116 1W 1W T!8 1s0 16D 137 48 84 so W s9 '104 138 77 115 'W 83 49 132 18 38 44 68 W 48 74 98 53 54 44 89 102 1W 1W 114 1W 1W 172 `.'66 27 83 s1 l 92 123 89 103 1S7 73 M 17 34 39 69 78 44 Be 87 47 W 40 W 82 138 1W '013 1W- 1W' . 110 - 60 24 48 6s."W 111 & 93 124 65 W 1s 31 35 53 70 39 s9 79 42 88 38 73 83 728 1W 18 10 '1W 100 W 22 44 W& x`78 101 W W 112 60 W 14 28 32 48 64 38 64 72 30 Or 72 33 B7 78 118 1W ss 129 .1W 67 72 20 W 48 BB 92 19 78 tas 55 72 13 28 29 44 89 W 49 8s 35 7B 31 61 71 109 141 79 119 -1W 84 78 18 37 43, 64 88 48 72 96 61 78 12 24 27 41 B4 30 48 81 -9- I 2 O 18 118 1W 1W 1W 7W - 9W 1W 1W 18 70 f40 960,`"1W 1W '6i0 1W 1W 1W 18 47 98 908 1B0 1W 17D 1W 1W 128 Ci 24 89 1W 1W 1W 1W 1W 1W 1W_ 1W 74 69 106 121x..`1W 1W 1ffi 1W 1W 149 24 7a 81 121 1W ® 138 1W 88 30 71 143 1W 1W 1W 1W- 180-. 1W 1W +� 84 87. 748 1W 10B 1W 1W 118 W 28 W W 07 129 72 1W 144 77 36 W 118 130 1W 1W 'I60 7W 1W 1W 38 70 81":121 1W W 'p8 180 BB 23 47 61 81 108 w s0 120 84 42 51 101 118 1W 1W 13D 'W 1W 139 42 -3D '..6D 09 '104 738 V 178 'W 83 42 20 40 48 s9 02 89 78 1D0 68 46 44 89 102 1W iW 794- 'W 1W i22 48 86 25 W 81 ` 91 121 68 1OL 135 72 48 144 18 35 40 81 81 48 Be so 40 6t 39 79 91 IN 15D 701" -160 Iso 108 -64 23 47. 54 1 81 18B W 80 120 84 64 1s 31 38 64 72 40 W W 43 W W 7t 82 723 1W 01 W9 'W 97 60 21 48 73 W w 81 108 Be W 14 28 32 49 W 38 64 72 n W W 74 791 14B 88 - -.128 1W 89 as 19 36 44-.. W W 49 74 M 63 88 13 28 29 44 W 33 49 M W 72 30 W W 102 138 78 114 1W 81 72 99 35`- B1 61 48 W w 48 72 12 23 27 40 64 1 W 48 W 32 78 27 65 W 94 728 -M- 1W 410 76 78 18- 32•- W 74 42 W 83 45 78 11 22 26 37 w I x 42 66 W 'w 107 1W 1W 18D iW 1W 1W 1W 160 16 .62 123 143" 1W 1W 1W 1W 150 7W 18 45 80 109 1W 1W 1 118 1W 75o 723 e E4 W 7W 1W 960 1W 1W = 1W 7W 29 47 94- 1or 1W 160 12D 7W 7W 129 24 34 67 77 116 1W Of 130 16D 93 $ 30 64 128 148 150 1150 1 'M I 16D 1W 1W W - 37= 76 1 88 1 720 16D 1 63 746 150 1 103 30 27 64 82 03 124 69 104 138 74 tl W 63 1w 123 150 7W I 137 7W 15D 747 38 31 412 72 1 108 143 8D 121 16D W 36 22 48 52 78 103 88 97 115 62 49 42 48 92 106 1W 76D 718 1W 150 928 42 27 53 61._ 92 123 69 103 197 73 42 10 38 44 a7 W 48 74 89 69 46 63 40 90 82 139 160 108 761) 1W 110 48 Its 23 47 54, et 108 W so 181 64 48 1W 17 34 39 1 W 77 43 W 87 48 84 38 71 62 = 150 w 136 160 98 64 21 42 48 72 00 W W 107 B7 64 16 30 34 62 69 39 60 77 41 W 32 04 74 111 147 82 724 'W Be W 70 37 43 W a8 4B 72 8B 51 so 19 27 37 41 W 38 62 69 37 Bs 28 68 67 101 130 76 113 13D W 60 17 34 39 s9 78 44 as 87 47 Be 12 24 42 W M 41 W 34 72 27 83 81 w 123 BB 108 137 73 3R 10 31 30.:' 84 72 W W 7d 11 22 28 39 62 Za 43 W 31 a4 78 49 W W 113 63 127 W 78 14 29 33-_- so as 37 68 74 40 78 10 21 24 38 48 27 4D 83 28 AMMICUP ea<auDN ANCHOR CLIP NOTES }� g Im>azotu►al. �OtazB4c .c�` _ 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER u ''' PRODUCT " $ 2. REFER TO CHARTS ABOVE FOR MAXa DESIGN PRESSURE ;,0�.•••• a��'�jb s G 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN LL 6• + a>xuua 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. PtCr a9o0uC7 ' PROM= va s' g 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER 4t Q Z LOCATIONS AT HEAD, SILL OR JAMB ENDS. PRODUCrREVISBD CS as axmoa/cup 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. pml..mplyho�wth"Flaft vb1% Q. QffiO >� ••••••4un•N• V w1 w2 HORIZ AL MULLION °°e°e Ipee TYPICs! MULLION CLIP ARRANC�EMENT5 Q s TRIO DESIGN CONSULTANTS, LLC-C-OA # 27578 APPROVED [ NOT APPROVED I l APPROVED AS NOTED [ ] REVISE&RESUBMIT ASIGP CE /l DATE ►or contour ce wfb, ►edo CwCW ents addn9s or�m ibex as reite m fhe cow wm meretrom me Co pow remains and specfflcaNars,nor d®pares respanstle for detaft and:CWMCY�kw 'f��n��Wpc t�or t�ec O of assembhf 1�P.tomt�►9 " ' tn a safe marm d 1 . MIAPMMIAMI-DADE COUNTY PRODUCT CONTROL SECA'IQN DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD ARID CODE ADMINISTRATION DMSION T(M)315-2590 F(786)315-2549 NOTICE OF ACCEPTANCE(NOA) www.miamidadwow/nets 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"PW 4200/6200 Flange Frame"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.14200-6200-1201,titled"Series-4200-6200 Flange Impact Fixed Window",sheets I through 5 of 5,dated 02/21/12,prepared by manufacturer,signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement Of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:. The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#074516.02 and consists of this page I and evidence pages E-1,E-2, E-3,E4 and E-5,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0307.06 Expiration Date: August 22,2017 rrIl?�2 Approval Date: May 24,2012 Page 1 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED DRAWINGS 1W. Manufacturer's die drawings and sections. 2. Drawing No. L4200-6200-1201,titled"Series-4200-6200 Flange Frame Impact Fixed Window",sheets 1 through 5 of 5,dated 02/21/12,prepared by manufacturer,signed and sealed by Thomas J.Sotos,P.E. B. TESTS 1. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc,,Test Report No.BETI-124010,dated 03/05/12,signed and sealed by Rafael Droz-Seda,P.E. 2. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 alongwith marked- drawings and installation di of a fixed window, reared up wings diagram �prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-11-3363,dated 03/05/12,signed and sealed by Rafael Droz-Seda,P.E. 3. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2614,dated 09/04/09,signed and sealed by Candido F.Font,P.E. 4. Test report on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with-marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2613,dated 09/04/09,signed and sealed by Candido F.Font,P.E. 5. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2612,dated 09/02/09,signed and sealed by Candido F.Font,P.E. 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 a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2611,dated 09/04/09,signed and sealed by Candido F. Font,P.E. 7. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Reporto.HETI-09-2586 dated 07/10/09,signed and sealed by Candido F.Font,P.E. Mansel Per .E. Product Control E finer NOA No.1 .06 Expiration Date: August 22,2017 Approval Date: May 24,2012 E-1 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. Test report on 1).Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2585,dated 07/10/09,signed and sealed by Candido F.Font,P.E. 9. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2584,dated 07/10/09,signed and sealed by Candida F.Font,P.E. 10. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09 2582,dated 07/10/09,signed and sealed by Candido F.Font,P.E. 11. Test report on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2581,dated 07/10/09,signed and sealed by Candido F. Font,P.E. 12. Test report on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2580,dated 07/10/09,signed and sealed by Candido F.Font,P.E. 13. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along.with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-09-2579,dated 07/10/09,signed and sealed by Candido F.Font,P.E. 14. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-03-1779,dated 01/30/03,signed and sealed by Rafael Droz-Seda,P.E. (Submitted under NOA#0"117.02) 15. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-03-1778,dated 01/30/03,signed and sealed by Rafael Droz-Seda,P.E. (Submitted under NOA#06-0117.02) Manuel Perez, E. Product Control Emi r NOA No.1 .06 Expiration Date: August 22,2017 Approval Date: May 24,2012 E-2 Lawson InfttriesLInc. NOTICE OF ACCEPTANCA: EVIDENCE SUBMITTED B. TESTS woNmuigm 16. 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 fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-03-1777,dated 01/30/03,signed and sealed by Rafael Droz-Sella,P.E. (Submidted under NOA#06-0117.02) 17. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.BETI-03-1776,dated 01/30/03,signed and sealed by Raphael Droz-Seda,P.E. (Submitted under NOA#06-0117.02) 18. 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 full radius fixed window, prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-03-1774B, dated 01/30/03,signed and sealed by Rafael Droz-aeda,P.E. (Submitted under NOA#06-0117.02) 19. 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 eyebrow fixed window, prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-03-1774A, dated 01/30/03,signed and sealed by Raphael Droz-Seda,P.E. (Submitted under NOA#06-0117.02) 20. 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 fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-1215,dated 04/08/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) • 21. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.BETI-02-1158,dated 04/8/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) Manuel P P.E. Product Co, Exa suer NOA No. 307.06 Expiration Date: August 22,2017 Approval Date: May 24,2012 E-3 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - B. TESTS tCorrnNUED> 22. 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 fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-01-1193,dated 04/08/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) 23. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and-installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-01-1103,dated 02/12/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) 24. Test reports on: 1)Cyclic Wind Pressure Loading per FBC,TAS 203-94 2)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of a fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-01-1098,dated 02/11/02,signed and sealed by Hector Medina,P.E. (Submitted under NOA#06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC-2010,dated 03/01/12,signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 11--0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Salla and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 Manus Per 'E. Product Control E er NOA No.12-03 7.06 Expiration Date: August 22,2017 Approval Date: May 24,2012 E-4 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. S'T'ATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated March 02,2012, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated March 02,2012,signed and sealed by Thomas J.Sotos,P.E. G. OTHER 1. Notice of Acceptance No.07-0516.02,issued to Lawson Industries,Inc.for their Series"PW 4200/6200"Aluminum Fixed Window—L.M.L,approved on 08/02/07 and expiring on 08/22/12. flea A a CPA Manuel Perez, Product Control E 1 r NOA No.12- .06 Expiration Date: August 22,2017 Approval Date: May 24,2012 E-5 4. SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME WIN4AIyjDTH N D.L. UP6. C a APPROVED OW ELEVATIONS (L.M.IMPAM 81NAN.TVP. q AT COWERS Haw z dI _NEW app gyp{z mmW1151run Wxm WIDTH WINDOW WIDTH HALF-AWMA TYPN`M ELMMIL; ARCHM PIMUM 9 3 S,I ii PRODUCPRas willon Fbft E%T.►INT.FALSE COLONIAL �rcata NIDVTO�ARE APPLIED W/ v3mnv xjcrca+ WuuDW vOmDv HEIGHT NOl& TYPICAL ELEVATION WSAVAILABLE RE Dam U 6 a 0� TESTED UNIT o MAXIMUM GLASS AREA TESTED APPLIES TO 4 Wd�v Wmrx GLASS TYPES: E. F. J,'K AND L - SEE 0 L_j HEIWl1OM TNOM ELEYATMM �"�=y�DTa DESIGN LOAD CAPACITY TABLES ON SHEET 4of cmuoE AeRm VOArmw ELE,mm FOR SIZE LIMITATIONS OF EACH GLASS TYPE. WE ARE LM• DIPACT - MIAffit-DADE COUNTY APPRO SHUTTERS NOT REQUOM e f General Notes: Q wv my"E %j Wvlm xErcxT 1.)THIS InNDOW SYSTEM IS DESIONED AND TEEM TO COMPLY WITH THE REQUIREMENTS Hr OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY(HVIiZ)AND ASTM 1300-04. THIS PRGDUCT IS IMPACT RESISTANT. (SHUTTERS NGT M IMID, =^1 W�W� z.)WOOD BUCKS 81IAId,BE INSTALLED AND ANCHORED 30 THAT THE BUILDING Bi Wmrx J RESISTS THE SUPERBW09ED LOADS 1N ACCORDANCE WITH THE REQUIREMENTS �g OF 2010 F.B.C.&TO BE REVIEWED BY BUILDING OFFICIAL. RECTANDI nR m'c..L ELEYATMM BARE arrMimw EIEMATMN 3.)ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS, ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THERE MAXIMUM SPACINGS ON CENTER(O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE 10 BE ENOINEEM ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL, e 0.)WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GUM LAMINATED GUM TYPES. AND 6$ WD�W tiHT J vtaD6Ll FOR USE WITH DOUBLE GLAZE WIMINATED INSULATED GLASS TYPES TABULATED WOW. Lu I LLED FIT. (SEE SHEET®3 FOR GLASS TYPES AND SHEET y4 FOR MAX. DESIGN PREEBUR B). ° LTJ �WDmme WIDTH 0.)WINDOWS WITH GLASS TYPES'B, C. F. OR G"INSTALLED ABOVE 3011. IN THE HVHZ.THE LO. EIMMIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MILE IMPACT Qe MAL rjrp= LEDam EYE Eaew E1Ey671CN WIDTH E REQUIREMENTS (POC-2010.SwUon 2411.3.3.7). q,)FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHUTS 2&8. f DW mm--mAma ELLaym S.)BCI. &INT. FALSE COLONIAL MUNTIN3 ARE OPTIONAL&AND ARE APPLIED W/SILICONE apffflf11Nh0�,' 9.)WOOD TRICKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET®2 FOR DETAIL&NOTES) QF:•.....""..% ALWwARLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FSC CHAPTER 24. dt SHAPES AS SaOIDN.GUI BE VERD't£D V° 'NEWer DISCR[BDiti PICTURE RMOIN SHAPE 10.)APPROVAL APPLIES TO SINGLE UNITS OR BIDE BY BIDE MULLED UNITS. vom SHOW A SOU09 RECTANOLL AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF 6GAMl-DADE COUNTY APPROVED PRODUCTS U SHOW ARE IN DOTTED IDES ANT!ODTADONO USING A MLAML-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE ALLoOABLE LOADS FROM THOSE , ENTIRE MULLRD SYSTEM. ,,,,,,J SHAPES.PROVIDED�¢Et LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL SIL APPLY YO THE VIADIDV WIDTH FAND ASM"S ARE ASm 12)SEE SHEET 0 5 FOR MULLION Q /METAL ATTACHMENT DETAILS &OPTIONS. �`� e acumm ml ar mim 'ELUFMAO n CAL EL_M Mp; 13.)ALL M D OR TZEL IN AND SHALL MM CONTACT WITH ALU ENUM M OTHER BLDG. CODE MATERIALS TO HEPAINThEEE1 A NL _ E E ALL WOOD BUCKS ENGINEERED SEPARATELYA-' S.1LS Vol 1 N4• 014 SMS V/1!/4' EMINENT TIO MTD WOOD. •• ?T.WOOD BUCKS MM.EMBEDMENT INTO V000. STD BE REVIEWED BY BLDG.OFFICIAL(TELEVATION AT SHEET 41 CSEE ELEVATION AT SHEET 81 MAL FASTENER SPACING) .' Flet MAX FASTENER SPACDID 11tlL Ofl'PERICR SILICgNE ADHESIVE � Y miFDtt�t/THISH ` ` ''HIKTu BEPODD1 CG�IDID � •-: z tAIT ST 1AV80K It�ISIRIFB. INTERIOR LAMINATED MASS •°•°• e' •I/4'TAPWN W/I V4• ttyy 4S --'------------------------ 13 NM.EMBEDMENT INTO CMM .� ENRON (SEE ELEVATION AT%W 1t �A EXT.GRADE PGR MAY.FASTENER SPACIND CAULK ° u� Q g01 ex a z t7tf.CLUE No BEDDIrn3 1/4'MbT. 2 d mAPPLtLro i •RAT1161PADOf DPBrALLCR"4 a•1., 11/B•MIN. I PrP I I :;•;!. EDGE DISTANCE t/4' •, •• B 7 EXT.CRADE © R EXTERIOR O 'a• • E(� Y0 CAULK 7C wv OR EXTERIOR GRACE 3) EXTERIOR '+`k q �� PERIMETER CA{LLKINO �i D VWID1V FRAIfE V1DTN ® EC 70��.tED 71I OOIIIE� ~ ,tam iTTP) t•NR a14 SMS vi 1 la• 1/4' TAPCON V/ 1 1/4' Lln._=__O.MPTALATH Mame TO DGE tIISr MM.ENSEDNENT MID WOOD, MIN,EMBEDMENT INTO CC=. � p PTEA®Duane PLVW=SHrATYBNG MEE ELEVATION AT MEET n (SEE ELEVATION AT SHEET 11 TO Be liPCCe By ABClGTECr mt 6G FOR MAIL FASTENER SPACINID FOR MAX.FASTENER SPACING) PT WOOD BACK NOT BY LAWSDN MD (� � I my im U SON I D ons 1@e�i�• iiCCii NOr Br uvmo BawarR�,TNG EXT.GRADE 1�.MM MUST SUSTAIN IMPOSED LOADS CAULK 1 ED= WOOD FRAME. IATSTALLATION DETAIL 41 L �, ;••v:;, .: �: ii ac+ •. 1 9•lDat;•° K V �rp.L Vi 2 OA EXTERIOR GRAS PERIMETER CAULKING Illttt D � S � SD.mG E ADHESIVE BEDDING calwalm 9 iD EXTERIOR INTERIOR WMDOTT DIS'I'AUA= NOTES: 1/4' MAX jt 8 L THE WINDOW FRAME FLANGE TO BE RACK-BEDDED V/AN EXT. SHIN TYP t0 LAMINATED GLASS GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 2 � 8 BY WINDOW IN6TALLER(TYP) ! 4 J v � It v�•'�.a#,,2 THE ELED /AAPTER�THE WINDOW ATOBESEAEDVN APPROVED EXTERIOR GUM CAULK EKEOO BY OTHERS(TYP) PERIMETER CAtL!(iaat �.•°'°•• y1�,•'®°° •WHEN Tm OAP DBTBTHE WINDOW Fmw AND THE BUCK OR MASONRY 18 LTA THAN 1/8'.B RIGID ARB NOT REQUIREDREVISED . �CAIILK E . . ANCHORS NOTE: �A RS BY • AO PANT m: al07GeSta(1ED Q • .'e ANCHOTO BE 112 SMS OR VD.SCREVS INTO WOOD.DR .• �d �:e d ':e •,; n:ACeepaeo4mNo •° t/4'TAPCONS or APPROVED CONC.FASTENERS INTO COW— WITH A MtNIFBDI!IF 1 1/4'PENETRATION INTO WOOD DR a.'•'. e'• .• a:• ° CDNC.AT 1r aC.MAL ° B ••* P •° n4 � o 1 i LAMINATED IN U A 'D CLAS COMPOSITION TYPE a 18 LAMINATED GLASS COMPOSITION - TYPE A SILICONE SCHNEE-MOREHEAD SM 5731 vN� ITEM DI N DB= ITEM GLASS DESCRIPTION —am DOW CORNING 898 C C 1 1/B•ANN.GLASS 1---f- 1 V E TREMco SPECTRUM a Q 8 0AW SATLEX PVS-SOLUTIA .v.• a ODD BUTACtTE PVB-DUPDNr �� $ 3 VB'ANNEALED GLASS air 3 I/8•ANNEALED GLASS 1 4Tt8• 4 1/4•INSULATED AIR SPACE B to)1/8•ANNEALED 1 TEMPERED GLASS 18 LAKINATED G CO ON - TYPE D S M $ MONOLITHIC LANN,TED INSULATED GLASS COMPOSITION TYPE C ISSN !LASS DESCHUMON wt- D DETAIL ITEM D) ON DETAIL - e DASD• _ -� GLAZING stop $� 1 I/8'ANNEALED GLASS vIa• l 3 1/8'HEAT-STRENGHTENED GLASS I� aleb 0 CIRCULAR WOWS. ad 3 "P ata 13132' LAMDVATED GLASS COMPOSITION - TYPE E LANOaATED 3 IAMWATED ° Fi 4 V4•INSULATED AIR SPACE '--"�" MM G1ASS D BION DETAIL MONOLITHIC MONOLITHS 5 W 3/16•ANNEALED GR TEMPERED GLASS 1 WIG,HEAT-STRENGHTENED GLASS —�'��7 6 A TED GLUM GN 2 AW SAn.EX PVB-SOLUTIA ata ITEM D29CEPTM DETAIL 3 1/8'HEAT-STRENGWENED CLASS nava• - ....� �Vri I V8'HEAT-STIENGHTM GLASS i arca• asaa 8 UW BUTACITE PVB-DUPONT .VM' 7 1 A SS LAMPG 0 - $ GLAZING DEPTH GLAZING DEPTH O -r1� 3 1/8'NEAT-STRENGHTEHED GLASS 13/16 G41S8 OffiCWPTEAN DETAIL � C 4 1/4•INSULATED AIR SPACE I 3/16•ANNEALED GLASS 1r•-� - _ S 1v)VB'ANNEALED OR a DASD•SAPLEX PVD-SOLUTIA , �� LAMINATED a 3 3/16'ANNEALED GLASS 1 •"'T MbNDLITHIC MINA INS TED GLASS CO ON TYPE G SILICONE OPTIONS, ppWE DGI4 DETAIL 7 1 A GLASS CO OS[PION - TYP I DOW CORNING 899 1 31 1/8•HEAT-STRENGHTENED GLASS TRE14Ca-SPECTRUM 2MCREHEAD 7 R e asw BUT WE PVB- ® ---i rPI AN DESCRIPTION � ---777--- f 3 at 3/W ANNEALED GLASS $ va• a>a 8 0.090'BUTAC/TE PVB- 4T SPAGLAZING DEPTH 4 V4•INSULATED AIR CE - LOO 3/16'A*XALED OR TEMPERED GLASS T 3 3/16•ANNEALED GLASS 1 .- 9 LAM HATED INS111LATED GLASS COMPOS TIO 1N WPE L A CLAN CO ON - TYPE J LAMINATED fMONO EM G.eS4 regia ass-CRI■TION I OEM ITEM GLASS UWQKDSTAM_� TYPICAL GLAZING DETAIL 1 3/16•NEAT-STRENCdITENED GLASS yu 3/16'HEAT-STRENW L� 1 rtENED GLASS Na• a a e ao9a• v4 nv a om SGP-OUPONT 1 1 C 3 3/16•HE T- 3 3/1W HEAT-STRENGHTENED GLASS —L 4 V4•DULATED AM SPACE s 3/16•TEMPERED GLASS 7 18 LAMDAIAT D GLASS COMPOSITION - TYPE C Note 1.)SEE SHEET 4 FOR DESIGN WADS MAD CAPACHY TABLES. ITEM =ossc VTION DEr IM ai DIE 2)8DiD0168 87771 GLASS TYPES"BL C P,OR a•tNBTAIdED I 3/16•NEAT-srREHa4LtEHED GLASS AW AIWYE so P7.IN 7718 HVHZL THE La. HDITE6WH HSTF SHALL 2 BuractTE Pve-nuPGN) ° $ 1 BE TEMPERED TO COMPLY WM THE SMAM MISSILE IMPACT 3 3/16•HEAT-STRENDNTEMED CLASS RESUSTANCE RE00IREMENTS(F13C-2MO.Seallan 2411.3.3.7). 1 HQ,'4 es ,oQr$�•,..........,N A 2t •SILICGW UPTIM4', m ® lllh/ CORNING 899 FRODUCPRBV[8� Z SCHNEE-MOREHEAD 5731 meamply{ggaeXbBmPlodml W a ' S LAa rEo TREMM SPECTRUM 2 LAMINATED INSULATED , INSULATED aaap. ,ss• GLAZING DEPTH GLAZING DEPTH Tefn LAMINATEUINSULATED GLASS TYPICAL GLAZING D AIL• a � R a � •• a a � Y ommErf7ii�j- 7) a. rJL�tr �t I T•TPi►; I:Tr T:"'��"i�73 ri T�f:f�Za:i7[h'ia J� iT.'.'-T1�.a. ,,r7_C:TiIn1T�1'iTi�Kl Tr77iiLTFa3I�Ftia�1 1 TS7:1Z T7C�iia1•'Td i:� L7�Q�)•Q�:»�<�V�Z7t?7L� iil31i�7 LT�t:��:>•c�Qt.��7t.�L7iZ� r t.� �'i Or�t;1•Q<'lQQ�7QQET'•C� F'' r� Q��<�Qr�©tT-t�Q�'..t�Ei7<T�Q � - QOL7��QtT�Q 7t 1•C7�i7QQ �.7 �f NU 1•IM771■r:;•000Q=-=MMMWJr)• 0 Qt7QQQtINQdME-worm t!m M CEFJN Ta■Qr�QrINQQLMEMIN QQQQt'Mt'MQQdE M• ; V: QQd000Q zs Lia IMEMOU90WAR o `z�rr�:� �r>•L��r � ■�:>•� �:s>•�e�� r� 0 �mmEm 000r�o��v�_� o� or��r • o �o�m ti�moo oN oor•o �v ��vomo �©lll • oor�IZZINI" ��Nor� D O<�tt7Qt �Q��QMEM N [3ss� �C� 7■r�QL C)•Qca>•<KT7ii7�110111 IMEAN �t �Qri•�[)•QCT�rT�QLTlQ fl3f ii c7•r>•Q )• 1•■rte■OC)•QQQQ _� 0 0 00000mm000 F. r�r> mr-::m oo�omor� a ddd<T_mt MMIZEM L' 70Q i•t7 D . dQQL7000r�Dil� fir, 0 ©d©MIKANQQOQd�lQOQ t d��©C�QQL,dOQdQ �kS7 t37tWit:»�)•t:.��.�t�°�t:'�L�Ot':�t� � ©�#dQQQQO©QQQ t7im KUPLA Qr't'0 �Q<�Qt�t FEZ• ��7 DlAp �pt>>t )•t� 1iZ•RT�L)• F3Li1•QC�tt�C��T)•�7Qii�t?�Q D A©AQQL�QQQOL7 X1."7 QI7Qt7Q �ET�© �il��sQ t`,7 E��t 1•Q<7L�i�©ilk � 1• � ©NIMINQr111MR-Am 7E�©Qwr-wQ mr-m ddddtI`)•l��a!#Bi3•t?�t, ��©��it t:>•��E��iii� �Q r L7 ©dd©t7O©�iOD��Q _$ �:� )• -"W, mu �t tZ)•r-� �EZ1•Qri7 f[3►�7 t:'.:�< �<I�r� ��7t7 �t 1EZ)•t?� )• D i �t �:)•t?��t:�<7t7t)•�L7LT�t7 E3I��i QQ�7QQt�QL7QiL7QC7 E7-7 dEINWFlNI MW5011 :< di1•��Q�7�)•QINVIN �Q1117 _ IMEAN ddddowmmEm 0 ©©i�OQL7�i©©QQQ MK5101d��dl�t 1•d©d©i7t:?:rQ [S ©©d©AQ©ice©i1��7 M d ddddddQ f�7 r)•L�Qt71•Q�T7Qr)•i�7E7 - dQddr7dd©©0t?1St7 EiEEdE7d t�rAMMU7111 MM)•i3�Wt-70 �s� t:.`1•<E:7 ` �'-T'1 t;? L;•�C:�( i)• :7�F[�t?'1>lt=)• Win - d©dIIF-m T�C�t"��'�dIMETIN -�MIZIM D L�QQdQQ4QCwi7Q<7 D i�©di�Qr��ddiLQQ _ INKAM ©i�d��QQ �mL70Q • OOO©QQdO©Q Q QMIMIN MDEVELrMt`,Qii=tT=Q 4 D d©dd�ddO©iZC)•Q<)• F� 00 t'7 ddd© 7dO©i�Ei&7ri•� D OO© QQQ©�iQ07 r7 D®O©i�C��TlQ �d©ddR�Qd©dQrIE�QQ � ��' Opt�Qt7Qt;i')•<�Q�i)•Q�7 !� C'QQOQQOO©dQQ D ©lOdOr�Ir:;�000mQQ D OO©QOQOO©DDD MIF7 ©dddddIMERMQt�Q �i O©Q©dOO©Qm�7Q Ili t:NIME-AllOtLMOK-� d01(110 or-r=t:m lllt O QdOO©Q70t° >ii �ii�dt?�QQt'�dt �c7ETfQNotes cis+ SHEET 3 FOR GIAZING :H -WTALLED D ddAia 65 1 x IddOEc>• �Q ITYPEN THE HVHZ.THE L.G.RXTSFUOR' ® SHALL �©�Qt=;♦Q�Q�� ,�.a•ABOVE �' r , ..., aMME-,.i- - E z . .n.. REM - (PBC-2010. ::. pRwucrfwvum e - -� via DWDWONS CAN BE 020M ,. fur HILL OF MATERW.S •°"°i' FtaMe Yw,s ITEM PART 9 9UAN79TY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 8063-TB 2 L-7708NCORNER GLAZING BEAD (5/16' GUESS) 6063-T6 3 L-7708GLAZING BEAD (3/8'& 13/32' GLASS) 6083-T6 - �n 4 L-7708 TRWIAEOGLAZING BEAD (7/18'GLASS) 6063-T6 - �•� a 5 L-7711GLAZING BEAD (5/18°GLASS- INSULATED) 6083-T8 - �•� ; 6 L-8211GLAZING BEAD (7/18°GLASS - INSULATED) 6061-T6 - :� a g� 7 #8 X 3/4" ASSEMBLY SCREWS - P.H. PHILLIPSFRAME A1 `°`N01° = B 8 8 L-4204 AS REOD. IOLAZING BEAD AT CIRCULAR (MOWS. 8083-T5 - 9 M/ 004 AS REOD. OWING GASKET SOFT PVC - Am OR saum w mm -31 10 • AS REOO. GLAZING SILICONE • - '' 91 PL 75.6020 AS REOO. GLAZING SETTING BLOCK SOFT PVC 1 1/8'X 1/8 X* 12 812-25H-357 AS REOD. 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L:Fu -3 pQ•,. ••e0o�. A)STEEL:P►_]s XSI tmL (STEEL 1s G.YIN.Tway rn s)ALUMMU:Doss-Ts imY;:: MON.0.078•YOL nM* SOS E TERIOR womm PRAYE TT OM MANE sPA+Axr EIPfER1OR EXTERIOR GRAS 1 PERIMETER CAULK= ® .ast •, Q GLAZING STOP(CIRCULAR WDA.) FRAW MULLING DETAIL (Y1r.PA1. STRUCTURE ATTACHMEN DETAIL A c From: Pilar Delgado pilidelgado@gmail.com GEW Subject: School note Date: October 16,2014 at 10:23 PM To: Larissa Ferreira Iarif2503@gmail.com T R4 IM PUD Apmw P WnbPJ4*9J R4 �py� � 791fliB u%W 014 YAM pence lou boys sluewl w m s oW uMWMM PD*=Puo 3ld NSI a onifn6 V [ CHLON Sid a3WN& I I a3AOWN tow [ l a MIZ# '111'0'3-311 'S1NViIM=NOIS30 OIHL ti