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WS-15-1399 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236376 Permit Number: WS-6-15-1399 Scheduled Inspection Date: July 31, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: KING, KARLA ALEJANDRA Work Classification: Window/Door Replacement Job Address:22 NW 103 Street Miami Shores, FL Phone Number Parcel Number 1131010180010 Project: <NONE> Contractor: SOUTH WINDOWS AND DOORS INC Phone: (786)246-2529 Building Department Comments 14 WINDOWS AND 2 DOORS REPLACEMENT Infractio Passed CommentsINSPECTOR COMMENTS False Inspector Comments Passed Failed - Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 30,2015 For Inspections please call: (305)762-4949 Page 9 of 19 JUAN A RODRIGUEZ- RA JOMOLCA ARCHITECTS.P.A. ARCH.REG.# 6691 625 SW 82 AVE. MIAMI, FL. 33144 PHONE. 305-253-5211 FAX 305■251■5338 JULY 15, 2015 Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FI. 33138 PERMIT#: WS-6-15-1399 OWNER: Mrs. KARLA A KING 22 NW 103 ST Miami Shores, FI. 33168 DEAR BUILDING OFFICIAL THIS LETTER IS TO CERTIFY THAT ALL WINDOWS AND DOORS 2"x4" BUCKS, WHERE APPLICABLE HAS BEEN INSTALLED IN ACCORDANCE WITH THE ENCLOSED ENGINEERING DETAIL,AS WELL AS THE FLORIDA BUILDING CODE. --'ter°C�SJSTRA� � Y BY P7 WOOD BUCK a TAFCCN X 3 1/2" LONG. VIR EMBED NDCCN:. A.8" kA%. FRGfd ENDS Ac BALANCE 012' MAX. C.C. STAGGERED WA!3_ _`v S 2"BY PT 7BUCK EXTERIOR /ff/ I% WASE cep VIN. . N!N. 1 T/8' 1 1/3r 2X4.2X6 Cr.2X8'Ad DETAIL. 2 2" 'S" WOOD BUCK CONNECTION IF YOU HAVE ANY QUESTIONS PLEASE CONTACT THIS OFFICE. RS TRULY, N A ODRIGUEZ A.R 691 k 4399 PermrlNC? �# - 5 ', �s ORFs h Miami Shores Village ` ; Pennit TYP r Y16dowSt"�Jnhu tklm r � 10050 N.E.2nd Avenue NW � �pI+at3�t1I Miami Shores,FL 33138-0000 Phone: (305)795-2204 ED ; tie--moo Expiration: 12/09/2015 Project Address Parcel Number Applicant 22 NW 103 Street � 1131010180010 KARLA MiaALEJANDRA KING mi Shores, FL Block: Lot: Owner Information Address Phone Cell I KARLA ALEJANDRA KING 22 NW 103 Street MIAM SHORES FL 33150- 22 NW 103 Street MIAM SHORES FL 33150- Contractor(s) Phone Cell Phone r� SOUTH WINDOWS AND DOORS INC (786)246-2529 Valuation: $ 11,840.00 Total Scl Feet: 296 Type of Work: 14 WINDOWS AND 2 DOORS REPLACEMENT Available Inspections: No of Openings: 16 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7,20 DBPR Fee Invoice# WS-6-15-55904 $3.90 06/12/2015 Check#:2543 $249.00 $50.00 DCA Fee $3.90 Education Surcharge $2.40 06/09/2015 Check#:2541 $50.00 $0.00 Permit Fee $260.00 Scanning Fee $12.00 Technology Fee $9.60 Total: $299.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all theforegoi infor on is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize t abov med contractor to do the work stated. June 12, 2015 Authorized Signature:Owner / plicant / Contractor / Agent Date Building Department Copy June 12,2015 1 Miami Shores Village 7IB3y.j E Building Department UN 0 g 2015 1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 aln Tel:(305)795-2204 Fax:(305)756-8972 ---- INSPECTION LINE PHONE NUMBER:(305)762-4949 ,IFIIBC 20 /D BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �� CONTRACTOR DRAWINGS JOB ADDRESS: 22 N w /o 3 !,+ I 1 t a)Y�I S(�t5y�5 , /,,-4-Z City: Miami Shores County: Miami Dade Zip: -3/��o Folio/Parcel#: 3/00— 0/9-0060 Is the Building Historically Designated:Yes NO V Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): xc" z' x:ir)0 Phone#: Address: 22 2U(n/ 103 City: / , n,v,/ �f�0yr-5 State:�G Zip: Tenant/Lessee Name: Phone#: Email: l 1 CONTRACTOR:Company Name: OGf /JI/lhdGG�/S o►'�d CYdc�i�5 Phone#: �� Address: 5 w , � - l City: A1110)M i State: / �� Zip: 31- Qualifier Name: yo�lwe� Phone#: [71 G.)2 S 21 State Certification or Registration#: SGC_j Certificate of Competency#: DESIGNER:Architect/Engineer. Phone#: 305-- 251 e'2 ll Address: 2 iC3 1Z Vf City: M10)m s State: /- L' Zip: 331 yq Value of Work for this Permit:$ �, 115 C/o Square/Linear Footage of Work: 2 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: q r-e4i b U rs nw1 Ld2n'IM7-)i C /y) � � Specify color of color thru tile: Submittal Fee$ ,�d Permit Fee$ �� CCF$ 7 2-t CO/CC$ Scanning Fee$ Radon Fee$ `� DBPR$ Notary$ Technology Fee$ 4-7 G t*D Training/Education Fee$ 2, �LJ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$,,4-w4:�Q (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature , Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged asacknowledged before me this day of I 20 by { day of Ltke 20 by who is personally known toCUILf„Q �( (�Q 0 who is .personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ��'� Sign: Print: ����- C�:_� ( ➢ (��' �f- Print: '✓C!i Seal: ma y Public Sate d Fl ride Se a I: °t Florida �j - Ana Maria de Cordova WOO Mya MCo xnlss�ion FFA 21788 +��i My FF 217188 Expires 04/05/2019 °f� �r����19 *********** *s# €************************************************************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SCC131151510 The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 VALDES, MIGUEL SOUTH WINDOWS AND DC19tR INC ram 11965 SW 26 TERRACE MIAMI A 33176' ISSUED: 06/22/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406220001525 002886 Local Business Tax Receipt ` Miami-Dade County, State of Florida —THIS IS NOT A BILL — 00 NOT PAY 7169993 L _j BUSINESS NAMS&OCATION RECEIPT NO. EXPIRES SOUTH WINDOWS AND DOORS INC RENEWAL SEPTEMBER 30, 201`5 7373 SW 8 ST 7448755 Must be displayed at place of business MIAMI FL 33144 Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED SOUTH WINDOWS AND DOORS INC 214 RETAIL SALES BY TAX COLLECTOR Employee(s) 1 $75.00 07/15/2014 CHECK21-14-019165 This local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a Deem, permit,or a certificadou of the hollers ualificadons,to do business. Holder must comply wide any goversomabd or noagovemmental regulatory laws and requirements which apply to the business. The RECEIPT NO,above most be displayed on aB commercial vehicles-Miaad-Bada Code Sec 6a-276. For more information,visit]eel winiamidade.aa►Ancollacrr SOUTWVIN-01 MQUINTERO ACOR©" CERTIFICATE OF LIABILITY INSURANCE DAT /9/2 D/YYYY) 6 6/9/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Collinsworth,Alter,Fowler&French,LLC PHONE 822-7800 FAX 8000 Governors Square Blvd ac No Ext):(305) A/C N,):(305)362-2443 Suite 301 ADDRESS: Miami Lakes,FL 33016 ADDRESS: INSURER(S)AFFORDING COVERAGE NAI:8 INSURER A:Association Insurance Co 11240 INSURED INSURER B South Windows&Doors,Inc. INSURERC: 7373 SW 8 Street INSURER D: Miami,FL 33144 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. / POLICY LTR TYPE OF INSURANCE ASD yWVD POLICY NUMBER MM DDLSUBREFF D MMID I EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE T OCCUR X GLP013803002 11/28/2014 11/28/2015 PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY T JE O 1:1 LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ a acc dent ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per awdent) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS er accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION E $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N A ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA WC+V016447101 01/31/2015 01/31/2016 E.L.EACH ACCIDENT $ 100,00 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,00 Ifs describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) FLORIDA GLASS AND GLAZING CONTRACTOR LIC.#SCC131151510 are listed as additional insured In respect to the General Liability when required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CFN: 20150313898 BOOK 29618 PAGE 2188 DATE:05/15/2015 02:33:26 PM DEED DOC 2,004.00 HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY This Instrument Was Prepared By: Karen S.Leopold,Esq. LEOPOLD KORN,P.A. 20801 Biscayne Boulevard,Suite 501 .A,ventura,FL 33180 Record and return to: SafeKey Title&Closings,LLC 2900 Glades Circle,Suite 750 Weston,FL 33327 Folio No. 11-3101-018-0010 WARRANTY DEED THIS WARRANTY DEED, made the i t . day of May, 2015, by 103 STREET LLC, a Florida limited liability company, whose post office address is 1413 20' Street, 408, Miami Beach, FL 33139, hereinafter called Grantor, to KARLA ALEJANDRA KING, whose post office address is 22 NW 1031 Street,Miami Shores,FL 33150,hereinafter called Grantee: (wherever used herein,the terms"Grantor"and"Grantee"include all parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) WITNESSETH, That Grantor, for and in consideration of the suns of $10.00 and other valuable consideration,receipt whereof is hereby acknowledged,hereby grants,bargains,sells,aliens,remises,releases, conveys and confirms unto Grantee,Grantee's heirs and assigns forever, all that certain land situate, lying and being in Miami-Dade County,Florida,viz: Lots 1,2,3 and 4,Block 1,of Navarro Subdivision,according to the Plat thereof,as recorded in Plat Book 12,at Page 59,of the Public-Records of Miami-Dade County,Florida.. LESS the North 7.5 feet of sots 1, 2,3 and 4,as'determined by a line that is 7.5 feet South of and parallel to the North line of said Lots 1, 2, 3 and 4, and it Easterly extension, in Block 1, of Navarro,according to the Plat thereof as recorded in Plat Book 12,at Page 59,of the Public Records of Dade County, Florida AND LESS that portion of said Lot 1 which lies within the external area formed by a 25.00 foot radius are concave to the Southwest,tangent to a line that is 7.5 feet South of and parallel to the North lien of said Lot 1 and tangent to the East line of said Lot 1, SUBJECT TO: Taxes for the year 2015 and subsequent years; conditions, limitations, restrictions,reservations and easements of record which are not reimposed by this instrument; and zoning ordinances and governmental regulations,if any; TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining, 1 L\ ork\R):ALW1=1-•Manh\163 Street LLC%Closing Docs\WD-r .doc CFN: 20150313898 BOOK 29618 PAGE 2189 AND Grantor hereby covenants with Grantee that Grantor is lawfully seized of said land in fee simple; that Grantor has good right and lawful authority to sell and convey said land, AND Grantor does hereby fully warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF,Grantor has signed and sealed these presents the day and year first above written. Witnesses: 103 STREET L , Florida limited liability company tBy: r Name: Tim Marsh Pri t n e: O�4y�pgueroa Title: Man r al By: .� \tUl �U4aYl 0 Name: ames , c ) ame: U� Title: ManageAlember STATE OF FLORIDA COUNTY OF MIAMI-DARE The foregoing instrument was acknowledged before me this day of May, 20.1.5, by Tun Marsh and James Black, as Managers and Members of 103 STREET LLC, a Florida limited liability company, who ❑ are personally known to me or �d produced as identification. Notary Pu lie wal3rc. t auby C. �gueroa * W CMWON 0 FF wow Print name: My commission expires: EXPIRES:MyR.201..7 OF I 2 1:work\REAL1B1ec OAmh\103 Street LLC\CIosiag Docs\WD-rev.dec MIAMI•DADE Al AM1-DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) irn•w.miamidi de.eovleeonour�' 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 siibinitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L8700--0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12.MIM atreCcadsist1 cCrtltfpage 1 and evidence pages E-1, E-2 and lr-3; as well as approval document meri'tiono&abo .: :.: •. The submitted documentation wa:?revzewed4•ry Jahn; Gascon,P.E. ' NOA No.14-098,,14 H 'fWN • • •• • • Expiration Date April I1 2017 Fagg F c ' Approval Date: November 13,2014 •!i �•,t i- - • • •• • ' Page 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer,and signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Test reports on: 1)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) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051,dated 03/23/11,signed and sealed by Candido F. Font,P. E. (Submitted render previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, IIETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 11-0705.10) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-tip drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI--10-30491, dated 11/09/10, HETI-10--3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11,signed and sealed by Candido F. Font,P.E. (Submitted wider previous NDA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc,, Test Report No.HETI 1-ICO.51, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda,k.-E_•.� �� i �.� �• �� ` (Srubtutitted ttttde.i:prQwiAa*�A'Na. 7]w-V705.10) Jaime D.Gascon,P.E. • • • . Product Control Section Supervisor • /VOA No. 14-0908,14 . . .. . . . . . . •• .. Expiration Date: Apt-it 11,2017 . .. . . . . . . . ••• • • •• Approval Date: November 13,2014 E-1 . . . . V: . . . . . .. .. 0.0 . .. .• •.. . • ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagrann of 8 specimens of an aluminum horizontal sliding window,XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08 2033, HETI-08-2034, HETI-08-2035, HETI-082036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and IIETI-08-211613, dated 02/28/08, signed and sealed by Candido F. Font,P.E. (Subinitted under previous NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. Jaime D.Gascon,P.E. Product Control Section Supervisor • •... •• NOA No. 14-0908.14 . . . . . . . . . ••• •• ••: Expiration Date: April 11,2017 • •• • Approval Date: November 13,2014 E-2 . • • . • . . . . . • •. .• . . • •. .. Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 14-0423,17 issued to-Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted tinder previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10 3047, HETI-10- 3048, HETI--10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI- 10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, 1JETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI--10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F.Font,P.E. (Subfnitted under previous NOA No. 11--0705.10) 6. Laboratory compliance letter for Test Report No, HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08--2035, HETI-08 2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A and HETI-08211611, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08,all signed and sealed by Candido F._Font, P.E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, 11TI -3098 and FTIr3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P. E. (Subfnitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc, for their Series "HS--8700 (Flange-Frame) Aluminum Horizontal Sliding Window - LM.I.", approved on 03/jM1 a9rd��•piii go 0471+1/17. ,-- ",/'_Z�-�. Jaime D.Gascon,P.E. Product Control Section Supervisor .0. .•• .00 • + • NOA No. 14-0908,14 . . . . . + • • •• • • • • • • Expiration Date; April 11,2017 • •• • • + • • Approval Date: November 13,2014 E-3 MIAMFDADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidadLgov/econonw Lawson Industries,Inc. 8501 NW 90"Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"La Porte" 8'-0" Outswing Glazed Aluminum French Doors--L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003, titled"La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G",dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 Tiled and there 4a$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 reviseg-NOA Ns. 13-032&11 anieconsists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval docgpneOpilntZ0 0 al9 ve. The submitted tcteVed.LFy Jaime D. Gascon,P.E. .. NOA No. 14-0908.07 MIAMI•DADEC 'y ' ' Expiration Date: June 05,2018 N11111 ' ' .. Approval Date: May 07,2015 •" y �ij ' Page 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte—Impact French Out--Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision "G",dated 04/15/15,signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI49-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04,all signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1)Tensile Test,per FBC,ASTM E-8 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) •• ••• •• •• Jaime D.Gascon,P.E. Product Control Section Supervisor • ••• •• NOA No. 14-0908.07 ' Expiration Date: June 05 2018 Approval Date: May 07,2015 E-1 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI42-1742, HETI42-1763 and HETI42-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda,P.E. (Submitted udder NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted underNOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America,Inc. for their "Kuraray PVB Glass Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,.Inc.for their "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5t1 Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. SotoerF.E.• •• (S6mlgjd jtr ;,Pr44tkNOA No. 12-0127.23) Product Control Section Supervisor • NOA No. 14-0908.07 • Expiration Date: June 05,2018 • Approval Date: May 07,2015 ... . . • . •.. . . . . . • . . . . • . ... . . . .•. . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control,dated 07/27/10, signed by Ishaq Chanda,P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering& Testing, Inc., dated 01/06/11, signed and scaled by Candido F. Font,P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI-09-2624 and HETI-09 2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02--T095, HETI-02—T090, HETI-02-1253, HETI42-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HET142-1763 and HETI42-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and scaled by Rafael E.Droz—Seda,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. .. ... . . . . . .. . .. . . . . ••• . .. .,• •• • • • •• Jaime D.Gascon, .E. ]Product Control Section Supervisor ••• +• • • • NOA No. 14-0908.07 • • Expiration Date: June 05,2018 • • • + • ; Approval Date: May 07,2015 ... • • •. • E-3 • •• •• • • • •• •• ••• • • • ••• • • IMPACT FRENCH OUT--SWING DOOR BILL OF MATERIALS NOTE: 145 1/2' Mox Unit Width SideUte same anchor spacing Swing nTM ; DRW'0 PART j RHQD. DESCRIPTION REMARKS Panel Width as sill Panel Width Al 1 L-901 LII-098 I. FRAME HEAD 6063-T6 ALUMINUM I C 33 13/16' max. ) A C 35 3/16' Max. 1 2 L-902 LII-097 I FRAME SILL 6063-T6 ALUMINUM 3 L-903 1_II-090 2 FRAME JAMB 6063-T6 ALUMINUM 5' 5'T 858' 1 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM to 5 L-906 LII-092 2 x panel PANEL TOP & BOTTOM RAIL 6063-T6 ALUMINUMe #]e SEE_ ALTERNATE BOLT—/ 25• 6 L-907 LII-091 1 x panel HINGE STILE 6063-T6 ALUMINUM O� f 6 AT SHEET/ \ Max, DLO Width- 7 L-905 LII-094 1 x panel LOCK STILE 6063-T6 ALUMINUM J /8 L-909 L[I-095 2 x pone( TDP & BOTTOM RAIL ADAPTER 6063-TS ALUMINUM J 9 L-911 LII-065 AS REO'D, 1/4 ROUND ALUM BEAD - 7/16' 6063-T5 ALUMINUM Y N +� _j D 10 L-912 LII-087 AS REQ'D 1/4 ROUND ALUM, BEAD - 3/9' 6063-T5 ALUMINUM t1 FD-624-2 L-908 2 x ponel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM = ni 12 VWS-001 TP 3286 AS REO'D. Bulb Vinyl Wts'p,-Team Ptastics, Inc, See Material Composition at Sheet 6 +' f=1 V ` rn Active Inactive m 13 PWS-001 ■ AS REOD. WTS'P. F TOP/BOTT. RAILS Schlegel FS - ,187'w. X .210 h, Z �, o 14 PWS-002 w AS READ. WTS'P. 2 FRAME HEAD & JAMB Schlegel PB - A87'w. X .3301h. ¢ aJ e` le zl # O ~ 15 L-910 L[[-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM to °i x 6 1/2' cera o z d dead-bolt F 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 3 w d E� Sidelite \ / 17 FD-631 1_II-086 AS REQA GLAZING ADAPTER 6063-T6 ALUMINUM In mQ o+of IB HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT <2 TDP & BOTTOM OF LOCK STILE) � of V040 19 FD-62i-2 HC-024/025 1 SET DOOR LUCK / DEAD BOLT SET KWIKSET - Series 690T COMBO l` „ X lock se 20 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO v �� BOg❑ \ Sidelite 21 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 83l COMBO RAIL SEF/ RNATE BOLT 22 r FS-035 AS REQ'D. Frame Install. Screw - Head (See Notes at sheet 4 of 6) 2 3 0 N AT SHEET 1 3 23 s FS-035 AS REQ'D. Frame Install, Screw- Jamb/SEI( (See Notes at sheet 4 of 6) ---- ---- -- ---- ------- °I- -------- ___ __-_ ---- .. 24 x FS-026 a FRAME ASSEMBLY SCREW #12 X 3/4' PH.-PHI. Lo •• 1 ••• • 25 AN FS-012 AS REQ D. JAMB ADAPTER SCREW #10 X 3/4' P.H.-PHI. e7 3 8' • •• • •• • 5' • 26 FD-634 1_I1-171 AS REWD, 1/4 ROUND ALUM. BEAD - 11/161 6063-T5 ALUMINUM ' •••• • 6+g !/ 6' 6' 6' 6' 6' 6' • 6' • � • 5 3/4 ••••• M32- ■ FS-043 B GLAZING ADAPT, ATTACH. SCREW #8 X L 1/4' FM-PHI. ANCHOR NOTES: I- rinx, 0.c. 1/4 1/4 •••• 3/4 12 3/4' 4 /2 4 1/2' 14 1/8' /4 •••• .8ye1� • • ■ FS-049 2/Panel Double Rall Assembly Screw 3/8'x2 1/4' Hex Screw Nut 1. SEE ELEVATION AT SHEET 1 OF 6 FOR <at sidellte) nc ac • • •. • <nax. O.C. o •... •••• R rl AS REO'D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 ANCHOR O.C. MAX. SPACING AND LOCATIONS. O.Ct�`ve panel) inactive panel) •• Z14TE: . • 2. SEE SHEET 4 OF 6 FOR INSTALLATION .•.Seas anchor spacing •••• ll 0 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning899 FASTENERS TYPES. „ » •nt 14ame IR • •sill ��•... 3. SAME ANCHOR SPACING ® FRAME HEAD & SILL. OXXO EXTERIOR ELEVATION •• •• �� ■ r AS REQ'D. NEUTRAL CURE SILICONE Tremco S-500 • • •• . • r >r AS REWD, Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus NOTES: ; • i . • ••• •• 33 ■ s AS REQ'D, Laminated Glass see Pg. 5 Dupont - PVB 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTES: •••'•' 34 AS REQ'D. Laminated Glass see Pg. 5 Saflex - PVB 2). QUALIFIES UNITS WITH AND WITHOUT SIDELITES 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA 13UILD14 CPU - 5th•EDITION. ••• •• ■ x • ••• • • 3). MAX. FRAME SIZE 145 1/2"a. X 95 3/4"h. OXXO 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPT& 24 OF • • • 35 ■ HC-002 2/Panel PANEL ASSY ALUM, PLATE 1 1/2'x 2'x 1/8' (6063-T5 ALUM.) 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. THE FBC 2014 CODE. • 36 ■ HC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8'Dlo,-20D Rod, Plate, Flonge Nut 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 A FS-011 8 HINGE ATTACHMENT SCREW #10 X 3/4' P.H. / PHL 0). MAX. DAYLITE OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW #10 X 1' PH/PHIL. - (17' DC Max.) 7). MAX. DAYLITE OPENING HEIGHT = 83 1/8 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET lof6 FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 62PPOSOBG14 6/Jamb 1/2' Dia, Hate Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 9), ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 62PP087BGII 2/Panel 7/8' Dia. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 10). NO HURRICANE SRUTTERS ARE REQUIRED 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 41 : HC-010 1/BOLT FLUSH BOLT SIRPlug - Nylon 6-6 SUNCD6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS PLASTICS Inc. Rockwell M-79 as complyingwith the Florida ARE NOT PART OF THIS APPROVAL 42 L-913 LII-086 AS REQ'D. 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM BuildinCode /'1� LIMITATIONS: 43 ■ R AS REQ'D, INT FALSE APPLIED MUNTIN 1.25' X ,022' STOCK ALUMINUM Amept+�N �J� 1). MAX. DP - ±66 PSF W/ (4) Surface Bolts & Gloss Types A, B. C & D. 44 L-915 FD-623 AS REWD, FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long ate (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 45 L-916 LII-117 AS REQ'D. FRAME LOW SILL - 13PTIONAL 6063-T5 ALUMINUM 7 By 2). MAX. DP = f76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive 46 FD-635 HC-050 l TWO-POINT FLUSHBOLT LOCK OPTIONAL ( FOR +/- 76.0 psf DP) THOMAS J. SO ud Control 3). MAX. DP = ±76 PSF W/ Flat Sill & must be used where water infiltration is PROFES CINBBR not required or opening is protected by overhang ratio greater than one. 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM, ANGLE 1 1/2'x 1 1/21x 1/8' Alum. 6063-T5 `� 4). MAX. OP t86 PSF W/ Multi-Point Lock (1-active)+(1-passive) at Inactive 48 FD-627 FD-627-1 2/Panel 2-Print Lock Bolt Gufde ANGLE 3'x 3'x 1 1/2'x 1/8' Alum. 6063-T5 Revision Notes: 49 IN IsAS REWD. Joint Sealant- White Colored 'Purvis Co.' Super Seal 0: .f�`�} `T��ei, Revived to comply w FBC2004 -11 01/05 �� 8501 NW 90th St. 50 FD-638 HC- I SET LOCK ACTIVE HANDLE & TRIMSET ASHLAND NW52OIA-A o Revised to comply w/ FBC2007 & added WS ONMEDLEY, FLORIDA 33166 51 FD-637 HC- 1 SET MULTI-POINT LOCK ACTIVE ASHLAND NW5110-STACTS * O 52-25 I . Insulated Glave 01/22/10 ND TLT STRI S, INC. (305) 696-8660 52 FD-640 HC- 1 SET LUCK PASSIVE HANDLE & TRIMSET ASHLAND #W520fA-P I ; Ashland Mult-Point Look 01/27/11 Y,WUFIcIvR1tiR OF QUALITYr1LUYfXUY wINDOIS AND CLASS DOORS ta: Revised to comply w/ 2010 FBC Dane Ct.,.: Pare 0"" Pmd cat very: SorUP/Wedob rt.mr SA.d 53 FD-639 HC- t SET MULTI-POINT LOCK PASSIVE ASHLAND #W5110-STPAS4 'b Lou� Revised to comply w 2014 FBC NOA APPAOVAI IMPACT FRENCH DOOR 1 OF 6 54 FD-641 HC- 2 x panel Mutt)-Point Lock Bolt Guide NYLON 6-6 Rockwell M scale 79 ATS rr AtL4.d By, oat• 0"thmdt a » » P:=` • Nelson Erazo 01/16/15 La Porte Impact French Out—Swing Door 55 N FS- 4/Gufde oft Guide Attachment Fastener 46 x 1/2' P.H./PHIL. •.• >,�.•' �%, •' DaR•Duan 56 FD-642 HC- 1 x Lock Lock Top Mount Adapter NYLON ADAPTER IPr/S •• •••• ``��`1� � Nelson Erazo 01/20/12 57 FD-643 HC- 1 x Lock Lock Bottom Mount Adapter NYLON ADAPTER Nf IVdf l? ��a $pe7i n t s R'/'rems X""v"r. N'"'�'" FD-2003 Awn 1 G DATE___ ._ 110 7/8' Max Unit Width 73 5/16' Max Unit Width 74 1/2,' Hox Unit Width 30 5/8' Max 38 5/8' Max Unit Width Unit Width SEE ALTERNATE B T SEE ALTERNATE T SEE ALTERNA BOLT 8EE ALTERNATE LT Swing --SEE AT SHEET Swfng OPTIONS AT SHE Sldellte OPTIONS AT SHEET OPTIONS AT SHE Panel Width 3 of 6 Panel Width 3 of 6 Panel Width A 3 of 6 3 of 6 C 35 3/16" M < 35 3/16' Max. A < 33 13/16' max. Vl y to LF II ,A DII , I Max. DIO IdN Max. DL Width iu ,. I \BI)- I C O� EIjC1 ° °�D Z 2 x41. Z%i/ j i/ +� s II i%�i'/jII ACjV/IIB II = a ..• l Ii GG2 f a M-1 xI x =nd� •II G 3f\xo _s( 1 � ° Inactive sd ctivlJI asCS x Loll Ac M m Cl)�4 II DOUBLE UN Tom AIL E II I II_ II II 2 E I I E II_ i B I B -kil 2 i BB_ _- - - --- - -- - - -- - - 1 1 J. A SEE ALTERNATEBOLT SEE ALTERNATE BOLT ��SEE ALTERNATE BOLT ATSH OPTIONS AT SHEET SEE ALTERNATE BOLT OPTIONS AT SHEEP OPTIONS AT SHEET •••• OPTIONS AT SHEET • • "OXO" ELEVATION 3 of B "U" ELEVATIONS "OX" ELEVATION 3 of 6 "X" ELEVATION 3 of 6 „V:•ELEVAT.WN ••• • ..... .. . .... . 145 1/2' Max Unit Width ••�•• • • • SEE ALTERNATE BOLT APPROVED CONFIGURATIONS �}, •••• • •••• •••• .00001 • Sidellte OPTIONS AT SHEET Swing • • • • • •••• Ponel Width Panel Width NOTES: "LaPorte" IMPACT FRENCH OUTSWING OOR - D SIGN LOAb MART •• ••• ( 33 13/16' max. ) ( 35 3/16' mox.� A 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION PAN A TUAL SI B[cHT NUMBER DP PANEL D >: ) • •••••• VIEWED FROM THE EXTERIOR SIDE. ASM' SIZE OF GLASS ASM'SAR GLASS G S GLASS • 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE (INCHES) ANCHORS "A` k ONOW) TYPE "1�'Tji' C.TYPE 'D' • in AND ARE AVAILABLE AS OPTIONAL. WMTH • WIGHT . /1W +/-(P ) • +/-(PSM} +/ PSP) t - PSF ...... 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL • • s 25 OR DOUBLE BOTTOM RAILS. 10 1/4' 5 ±8 .9 11 /16' _+76.0 • ?4.0 ;_76.0 ••• •• �u II-M II Max. DL Wldt 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. • 064 • • 16 1/4' 5 + .0 17 3/16' +76.0 +79.0 -IF 22 1/4'. 77' 6,0 ±76.0 +76.0 +76.0 .90 C %/D 28 1/4 5 6.0 9 3/16' + 60 0 30 1/4' S *86.0 31 3/16' 176.0 176.0 176.0 T i t s o0 34 1/4' 5 +86.0 35 3/16' +76A ±76.0 ±76.0 x00 z� II z II 1,o - - c pRODUC'PREvLSCD !0 1/4' 6 +86.0 11 3/16' +76A +76.0 ±76.0 c 1I II ctive II m;a IDS complying%vilh Aho Florida 16 1/4; 6 +86.0 17 3/16; +76.0 +76.0 +76.0 Active l d Building Code ,•O �� O 22 1/4 93' 6 _+86.0 23 3/16 +76.0 ±76.0 +76.0 srn a£ % II A:CG1SIfl11Ce No 28 1/4' =(6) 6 +86.0 29 3/16' +76.0 +76.0 +76.9 s " / // jTOM 30 1/4' 6 +86.0 31 3/16' ±76,0 ±76.0 +76.0 o II-L II ' a fl 2 34 1/4' 6 ±06A 35 3/16' +76.0 ±76.0 _+76 0 £ II • ® 1vl1aW P[OdUCtoJnllvl • OPERABLE PANEL MUST DEET APPLICABLE REQUIREMENTS PER BUILDING CODE. tw B 2 II PROOMAs J. sOTO3FE BR • Q PARENTHESIS INDICATES / OF ANCHORS AT FRAME iadB. Q' ,<� 0 ��� Revision Notes:�<��` '�, SF....Cli 1111 Revised to comply w/ FBC2Q04 -it/Ol/OS � � ON 8501 NW 90th St. SEE ALTERNATE BOLT . , Ravieed to comply w/ FBC2007 & added rr MEDLEY, FLORIDA 33166 3OPTof S 10NSATSHEET : d Insulated (class 01/22/10 INDUSTRIES INC. (305) 696-8660 * Ashland Mult-Point Lock 01/27/11 MANUFACTURFR OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS "OXXO" ELEVATION = : y ReAeed to comply w/ 2010 FBC pro„ cl,. Pan! Prod Catdywy: S•ri../wO&L- R.m: Sh"t ' f �• : NOA APPROVAL IMPACT FRENCH DOOR 2 OF s . Revised to comply w/ 2014 FBC ANCHOR NOTES: a fl,w.a�, Dae Cluek.d " n " 1. SEE ELEVATION AT SHEET 1 OF 6 FOR �i�� on�a�'��, o< Nelson Brazo o1/1e/1a La Parte Impact French Out-Swing Door ANCHOR O.C. MAX. SPACING AND LOCATIONS. S ' jai � Draw.aw Daf.Dnnan 2. SEE SHEET 4 OF 6 FOR INSTALLATION �� ;��i(1�. %`.y� Nelson Brazo 01/20/12 FASTENER$ TYPES. J se•G: R.Jrwne•Number: D..rw�p Afuml.n A•o{d•n L•wt• DATE__ � 15 n.t.e, FD-2003 g 5/16' TAPCON W/ • S 1/2' MIN EMBED, 5/16' TAPCON W/ (SEE NOTES BELOW FOR SPACING) 1 1/2' MIN EMBED. 2 x (P.T.) WOOD BUCK INTERIOR SIDE 1 x (P.T.) WOOD BUCK SEE ELEVATION.AT 1/4' MAX. SHIM TYP. (SEE NOTE 3, SHEET l) SHEET I OF 6 FOR SPACING 3 4 3 LOCK STILE 3 4 JAMB MULLION 19 20 21 15 16 MULLION JAMB 38 46 6 17 38 6 Active 7 7 Inactive 6 6 17 6 12 p 12 33 Sidelite 27 36 17 SidelitemaUlm .• 1 1/4' MIN T� •�.`, 1 1/4' •' . Minimum �_'''"•` » DLO Width -IL-11 14 I 17 18 10 9 9 10 •' ,;r' Edge Distance Panel Width I 11 27 12 11 14 14 MIN EM'ED. ( �; ) O EXTERIOR SIDE O MAX SHIM 1 TYP nOMO•r UNIT WIDTH MIN EMBED (TYP.) 18 46 41- ANCHOR NOTES: Active DVtER1oR rrs sme nRloa SME 1e 1OR ELEVATION ANCHOR OC. MAX. SPACING AAND LOCATIONS. Inactive Active Inactive # le # 18 2. SEE SHEET 4 06 FOR INSTALLATION FASTENERS TYP S. .•.. -- • —— .. •••- 18 18 E3 • • E7[T6RIOR SME Bx'I'lUttOR SIDE � Active Inactive 5 •••• • ••• • E 3 L_J E 4 L-J 1B 2 G3 3 OPTIONAL BOLT 0 TOP EAI BXi6R10R smE '...I;z1'sRlolt��li..• ••• • LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO—POINT LOCK z1 4 . 00:00: • .. •:• • do FLUSH BOLT 5 • •• •• 690* 61 L Active Inactive ••• • ...... • loco-print [ 1 3 • L MINATED GL SS d v j F"3 /� • 4 i•••i• ••• • • • 32 33 34 l40 7 ockse C b,�c !�"J� ��/� + • • 1/ ` .. Nd MV / • •I OPTIONAL SILL • �' '} <r.1 3500 PSI CONC.INTO 28 INTERIOR SIDE 1e EXTERIOR SIDE 19 5/16' ELca 7APCON v/ OPTIONAL BOLT 0 BOTTOM RAIL 1 1/4, 1 l/2' H1H ENBE0. < SEE DETAIL E3 FOR MOUNTING LOCATION ) (AIN. EDGE DIST.) 23 5 36 TWO—POINT MULTI—POINT FLUSH BOLT &• (•) FLAT SILL NOTE: 2 MAX. DP = ±76 PSF MAX. OP = ±86 PSF TWO—POINT LOCK LIMITATIONS: DOORS & SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. 13 12 OPTIONAL LOCK DETAILS 1). MAX. OP ±86 PSF w/ (4) - - THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psf DESIGN LOAD AND Surface Bolts & Glass Types A, B, &.C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 22 i?' THOU" J. SOTOS 2). MAX. DP = ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF PROFESS[ GD!iF,ER Lock (oetive)•P(2) Surface Bolts 0 Inactive OVERHANG GREATER THAN DR EQUAL TO THE HEIGHT OF THE WALL Sill i WHERE THE DOOR IS LOCATED, SILL , Height c1l./' 4s Revision Mote@: WSON , LA N p �' Revised to oomply w/ FBC2004 -11/01/06 8501 NW 90th St. s'_. �'..'. • Hyo + + .�a .��. • ".V !. r ''•; .. '-+• r Revised to comply w/ FBC2007 do added MEDLEY, FLORIDA 33166 .-•.Aa�•°"': • . 1 �--MIN EMBED. INTO p 55225 • `' 3500 PS[ CONC. (TYP.) * Insulated Gles9 01/22/10 INDUSTRIES, C. (305) 696-8660 Ashland Miilt-Point Lock 01/27/11 YANUFICTURSA OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS 5/16' ELCD TAPCON W/ PRODUCT REVISED ;i:!.: Revised to-comply w/ 2010 FOC D~Ctar.: tart Cin".. Prod CaaPory, S.rUx/Vo&L- rt.nu ssr.t 1 1/4• 1 1/2' MIN EMBED, as complying midi the Florida • +•Fi Revised to oomply w 2014 FBC NOkAPPROVAL IIAPACi TRENCH DOOR 3 OF 8 (NIH. EDGE DIST.) (SEE SHEET 1 OF 6 ATE OF ° Bultdlttg Code �,. *.' Rrv4.d Dab CAee>FM n rr ss FOR LOCATION AND SPACING)A a -- [� 0 �. ��•: �' Nelson Erazo 01/16/15 La Porte Impact French Out—Swing Door atc 7,LceTvv F• •O Pt • "� '?�,�° ,► me.Dry B2 OPTIONAL — DOUBLE BOTTOM /��S' Nelson Erazo 01/20/12 RAIL DETAIL DWY � a�e��j 8.a1. Ry r.rr..Nva..: D.�t+ra Nva.+: a.waos � Ivll ode ProductCol1Ir- DATE_____ n.ts, FD-2003 r, 5/16' TAPCON W/ 5/16' TAPCON W/ 1 1/2' MIN EMBED. 1 1/2' MIN EMBED, SEE BELOW FOR SPACING INTERIOR SIDE 1 x (P,T,) WOOD BUCK SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING I x (P,T.) WOOD BUCK (SEE NOTE 3, SHEET 1) ��• (SEE NOTE 3, SHEET 1) 3 :.�, 3 INTERIOR SIDE INTERIOR SIDE 3 3 JAMB r' 3 LOCK STILE r.: LOCK STILE "- " 19 20 21 k:• 19 20 21 AMB 19 20 21 LOCK STILE `S " �'' a'� JAMB ' 7 46 29 30 31 6 23 rr ► +' 29 30 31 46 �'� I • 18 6 15 .:: 39 12 6 17 7 +,• 7 '. 39 36 Active 7 r .'► +`. �' 23 •„ Inactive 'r ' "" • Active Active mR. OW Dt5V , EDGE DIST.)::.•' :• (FACE OISG) —— 27 17 18 9 1� 37 - •.'�' TYP.° 37 9 10 TYP. 36 27 12 ' 12 12 1 1/2" O r, MAX SHIM F r (MIN.TYPBED.} L_� G2 2 O O I O "}�'� EXTERIOR SIDE (MIN. EMBED•) � � -_-__ UNIT WIDTH MIN EMBED UNIT WIDTH EXTERIOR SIDE (TYP,) 50 51 ����.Hui EXTERIOR SIDE INTERIOR SIDE EDGE DIST. TYP. 5/16' TAPCON W/ 5/16' TAPCON W/ LOCK STILE 3 .f' 1 1/4• MIN. 56 57 orf :• 1 1/2' MIN EMBED. 1 1/2' MIN EMBED. 4 ;,. .�,,�.• •y (SEE NOTES FOR SPACING) EDGE DIST SEE NOTES FOR SPACING 19 20 21 Active ,,- �, .� _ :�,-: � "- z'•_ ,,. . .TYP MULLION HMR10R SIDE7 LOCK STILE 1 `•'t' •: a". � -� 1 x (P.T.) WOOD BUCK 7 46 38 6 • l • 2x P.T. WD. 1 l/2' N1N, :.. .• -•.-- :.�� ••• • BUCK <SEE Y: 29 30 31 v•�� r„t EMBED. '• -�• .'{.��• (SEE NOTE 3, SHEET 1) MIN. EMBER -z'�, NOTE 3 AT 'fit'` Lti. 12 TYP c+. :Y• SHEET 1) TYP h+; :'� a':a' �_ ^ • Active Sldellte ••• •• • ••• • 1 1/4' MAX.M1 ^� 17 1/4' MAX. SHIM TYP. EXTERIQ$, WE • ••• • HEAD 44 SHIM 7YP. HEAD • • ••• 44 • • • 2 s 10 INSTALLATION FAST"RS NATS�.S ••• O 22 A EXTERIOR SIDE 13 12 13 ... . 8 12 B 14 "iX BUCK" MINIMUM REQUIRED FASTENER_CI�IH HEAD:. 5/16" X 3 1/2' fid* jAPCON( • 3B Sldellte Attachment Screw JAMB: 5/16" X 2 3/4": Long•TAPC 5ON�' •• •'• • H 5 ( 6 Screws @ each skle of ,lambs, MULLIONS- 5/16" X 2 1/4" . Long TAP46 (•«T j••• j 27 18 - 12 total per sldetlteTAPCON BY "ELCO OLW&dbN" • ••• • • 29 30 31 INTERIOR SIDE 50 51 "2X BUCK" MINIMUM REQUIRED FASTENER L'ETIGTIq 52 53 HEAD: 5 16" X 3" Lon TAPCON(*) z PRODUCT REVISED INTERIOR SIDE / ( ) r- LAM AT GLASS .T�, plying with the lolfds JAMB: 5/16" X 2 1/4' "Long TAPCON(*) _ .. I 9 as com LOCK STILE + _ 9 10 32 33 34 W w 10 Building �� MULLIONS: 5/16" X 2 1/4 Long TAPCON(*) Lo 2 _ = J EXTERIOR SIDE Aeceptan 20 56 57 ('1 TAPCON BY "DLCO_LII,ZRACIZN" N 8 D O _ w W w 43 etc t�0 (1 7 7 AT SILL: 5/16" TAPCON w/ 1 1/2" MIN. EMBED. J W 43 Z z Active Inactive W = 42 X x 42 INTO 3500 PSI CONC. MIN. z ¢ o C3 —Miau>i sdo Pm duct ' " d Control n. a INTERIOR SIDE a � NOTE• ALL FASTENERS W/ 1 1/2 MIN. EMBEDMEt�TT. - � 17 lr Max 1u. 1 1/4" MIN, EDGE DISTANCE & 1/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy=155ksi ANCHOR ULTIMATE STRENGTH Fu=177ks1 EXTERIOR SIDE 17 EXTERIOR SIDE E 2 12 18 + ALL TAPCON LENGTHS "L" SPECIFIED ARE 1dYNIW1d5 5 5 THOMAS J. SOTOS 2 2 PROFESSIO> 12 12 y ENGINEER1BER ( SEE ELEVATION AT SHEET 1 of b FOR ANCHOR MAX. SPACING AND LOCATIONS ) 13 13 eet► :•�}/,I�f Revision Notes: LA WS ON ____ _ eeG geRevised to comply w/ FBC2004 -11/01/06 8501 NW 90th St. B 23 T r 2' B 1 23 c 2' �e F"'•.•tr ''✓ Revised to comply w/ FBC2007 & added MEDLEY, FLORIDA 33166 + . Sill 0 55225 insulated Glass 01/22/10 N D S S, INC. (305 696-8660 Height `"Height * r ) SILL SILL Ashland llult-Point Laclt 61/27/11 MANUPACTURSR OF QU`LITY ALUMINUM 1/JNDOWS AND CLASS DOORS . ==. "=u. . - +; '" • Revised to comply w 2010 BC• .}.V, • i�'.. ,a.•Y P y / Drav Claw: Pat Claw: Pros CaNp•ry: 9rrirrfl/oaE•L• lOrrn S1N�4 a i. •. • 1 a .' i •'' ' '�':+�':•�'� a r NOA APPROVAL IMPACT FRENCH DOOR 4 OF 6 TE OF El/ Revised to com I w 2014 FBC • `. ,.a'. ..i V1 MIN EMBED •y ,r. ..a 1 i ltl w Rw•r.wa pyr D•e+cn.wt,ws Tr rr rr MIN EMBED. INTO . '• r. Nelson Erazo • 'i`,;: " TYP '•rte 3500 PSi CONC. `q., .��� 01 16/16 La Porte Impact . French Out-Swing Door 5/l6' ELCO TAPCON W/ <TYPJ a�•' .O R ✓"� 3e Rra.n stn D.e.rrow. t •I/4. 1 1/2' MIN EMBED. 1 1/4- �is� ' '+ g� Nelson Erazo 01/20/12 (MIN. EOGE DIST.) (SEE SHEET 1 OF 6 FOR SPACING) (MIN. EDGE 0151•} DATE �" `'F��"' �� Seek. II.t,s. RrJ..vnw xume.r: D�o�a4�p Numeo: A«bta.l.v.4 G FD-2003 DWITLE GROVE EXTERIOR • -"••'•- ' -•• slDEurt ATTACFWENT+Zi — stnE GLAZING `TYPE & DESCRIPTION SAD \ 121/4 SCREWS 832 - INTERIOR SIDE alo x 11 PML/PHIL .466" 0 A Laminated Glass b Du ont - Glass a "A" ASSEMBLY SCREWS 029 M KING 17 Glazing Adapter 5/9' •12 x 3/4' PH/ML. 1Glazing Depth rrE9 DESCRIPTION I DVADL 32 / VEATHERSTRIP FACE UP 29 30 31 Silicone 1 3/16' Annealed /16• Caulking .-. 2 .090' DuPont SGP Interlayer I /� _ / \... •............... 3 3/16' Ahnealed I owtb• - - --- Laminated Glass .340" 0 A Laminated Glass b Du ont - Glass Type "B" SILL by Dupont or Solutla �gY DISCRDPTION DgrAM 33 ADMTFK- -*INTE INTERIOR " DOOR JAMB Typea A", "B" or "C' IHRERIDR SIDE 1 1/8' Annealed — SIDELITE JAMB ATTACHMENT DETAIL <SEE TABLE V/ CORRESPONDIN A9 FRAME ASSEMBLY DETAIL / GLAZING TYPE 6 DESCRIPTIO / 2 .090' DuPont PVH Interlayer 1 4 Round 3 1/8' Annealed CAW Bead g 10 (RAM SIDE) ACCESS HOLE\\ 32 33 34 AWN O. EXTERIOR SIDE .340 0 A Laminated Glass b Solutla - Glass e 'C" ° GLAZING D_ETAIL #I Free DESCRE lOx DETAD. 34 SILL SEALANT DETAIL 1 1/8' Heat-Strengthened Glass — NOT£.HEADER TO BE SEALED SIMILAR TO SILL LEFT DOOR Ago' 'HWGE STILE ° 2 .090' SAflex PVB interlayer 1/ ' LIFT OFF INTERNAL 3 1/8' Hent-Strengthened Glass 0340 AND REMOVE f (j THREADED ROD DIA . INTERIOR SIDE HINGE ATTACHMENT 10 Glazing Adapter Glazin Siloone ZING PE & DESCRIPTIONS SCREWS e31 29 30 31 .340' 0 A Laminated Glass b Solutla - Glass a "D"- DEPTH LUG Ml0 x 3/4'PHY MIL 5/16 Laminated GIe33 5/g 33 34 Gla g Depth ITEM DESCRUMON DETAEL I HINGE ATTACHMENT <SEE TABLE V/ CORRESPONDING a/s' .L GLAZING TYPE 6 DESCRIPTION)_ _ — — — 27 1 1/e' Heat-Strengthened Glass I ` O a/4, DETAILS A SS HrtLE 2 .090' Saflex PVB Intertoyer �L -r{- LOVER :; / - 3 1/B' Heat-Strengthened Glass Ago' J ir PRE-PLWCHED LEFT HAND HINGE LEAF TO DOOR STILE ' HOLE 4 1/4' INSULATED AIR SPACE •pear ••• • d / Air Space w/d S 1/8' TEMPERED GLASS • 1/8' Temp. Glass • ••• • t snLE HaTraM .340 0 A Laminated Glass b Solutla•*-• 1a'ba e B HINGE ATTACHMENT HEX HUT INSULATED SPACER 'TruSeal'- Glazing Bead - I ••• • 1 SCREWS Oat AN WASHER Dura Seal Swiggle Spacer 26 Mill DESCRIPTION DETAIL � •PANEL ASSEMBLY DETAIL Black 1 1/4' Ar Space a0 x 3/4' PFVPHIL• 1 1/8' Heat-Strengthened Glass �' Pt.No, 812-25H-35 • �••41/4• ••s 2 .090' DuPont SGP Interlayer •i• • EXTERIOR 3 1/8' Heat-Strengthened Glass 16 ACCESS MOLE COVER -�D 4 1/4' INSULATED AIR SPACE ° GLAZING DETAIL2 BOTTOM LEFT JAMB i - S 1/8' TEMPERED GLASS • • s•• • NINGE NYLON fm PL. • • • ••• • (Na L-•1e) •• • • ••• • 5/16'M%VrWjS STEEL PIN 425-1- •• • C14 SNS OR SELF DRILLING SCREWS R14 SHS OR SELF DRILLING SCREWS INTO METAL STRUCTURE INTO METAL STRUCTURE (SEE NOTES FOR SPACING) — 0.125 (SEE NOTES FOR SPACING) 1--{MIN EDGE DIST. II (6063-T5 HIM.) 1� NIN EDGE DIST. 12 GA. MIN. (fy = 36 KSI MIN.) ALUMINUM TUBE MULLION STEEL TUBE OR COLUMN 3.074 REFER TO APPROVED (STEEL IN CONTACT V/ ALUM. . MIAMI-BADE NOA TO BE PLATED OR PAINTED) 3 Pitch Beyond 3 Pitch Heyond • Newt TNckness lktot Th11cfN,wrss —�-- -� PRODUCT'REVISED 1/4' MAX. SHIN TYP. 1/4' MAX SHIM TMP. KD"NYLON KNH-G as complyins with a Florida (NCA L-4013 ) AMD a Building Codc a/V_Mc-023) Ll n"eo . O 1 1/4' MIN, 5/16' ELCO TAPCDN V/ .Nie 1 1/4' MIN EDGE DIST. 1 1/2• MIN EMBED.EDGE DIST. 5/16' TAPCON V/ TYP THOMAS J. soros FQNGE ASSEMBLY DETAILBYTYP �'" <SEE NDTES FDR SPACING)(SEE NOTESEFOR SPACING nNC. pROF&5SI tdeGINEeR #Fp-8z4-z Produu Con ro 2.5 (CONC. TO BE 3 KSI MIN.) 2 x <P.T.) �1 �,•� •r �•.�;a;t;•� WOOD BUCK `�� •` /S A!� Raised t Notes: p WS ON 11/2' , :;•. :,.;* 1 t�z' (SEE GEN. NOTE 03) �� . 1//�1lyl{l 8501 NW 90th St. GAIN. ED.) �, �.- ,i•�:. (MIN (ABED ,� SF•••.,� Revised to comply w/ FBC2004 -11/01/05 MEDLEY, FLORIDA 33166 .:' .:,r•�� •.��ry �M1 �� 5225 Revised to comply w/ FBC2007 k added 305 696-8660 O •,y Insulated Glass 01/22/10 IN S IES • Ashland Mult-Point Lock 01/27/11 MANUFACTURBR OF QUAU77 ALUMINUM FINDOM'S AND CLASS DOORS 1/4' MAX. SHIM TYP. 1/4' MAX. SHIM TYP. ; Revised to comply w/ 2010 FBC Drwr ca"81 Parf Ct. Prod cakp•rV. Sertsg/rodeb Item Shaft, •10'• 4 NOA APPROVAL IIAPACT FRENCH DOOR SOF 6 OF Lf R, Revised to comply w/ 2014 FBC Y• ``f1 AVIA"d AV Bak CM°tfd ff Nelson Erazo 01/16/16 ff La Porteff Impact French Out-Swing Door NOTE, ��'' �•• '�CL<,�; ��• '�;�� Nelson Erazo D•0k n,2w0,. 2OPTIA INSTALLATION ETAILSMAY APPLY R 'a `DOOR FRAME JAMB NDHEAD. FRAME INSTALLATION OPTIONAL DETAILS Stab: Pwt Numberr D"" 17°NuwA"' FD-2003 (TYP.) DATE_— G n.t.s. 8 I 3'S I 4.500 � 3/0' O•D, 3/e• O.D. 3/ � � .076 -�I- --][--,07.OSO q STEEL 60LT STEEL BOLT `� 1 t . � 3• 875 ;062 .986 .460 096 d 56 TOP TOP L- 1.750 �? O GU[DE' GUIDE 56 � 1.750 Ljrj 687 .ObS l 1/2L 17 r 1.259 j �:T 01 ,127 GLAZING ADAPTERQUARTER ROUND i f FLUSH BOLT AND #L-910 26 (11/16") BEAD I FRAME HEAD PANEL HINGE STILE 1 8 o TWO-POINT LOCK #FD-634 O #L-901 a &3 $ m 49 ANGLE GUIDE #L-907 1 - .812 ---! #FD-627-1 60 I& 119 .730 726 4.187 W 1,250 - ( �'--Y .808 .09a.075 100 .064 Ob4 2.000 QUARTE1.500 2.031 3 ;, , L124 li HINGELEAFAF i�@(3/8") BEAD 1.750 7 � J J # #L-912 Vs U � M a -- 1.500 --{ .070 5.05 4.500 9 8 INACTIVE-PANEL I .0601 PANEL LOCK STILE O FRAME SILL l b FLUSH BOLT -� -905 #L-902 47 ANGLE GUIDE .835 O 656 7 #L 1 1/2" LONG #FD-625-1 0.656 � 808 �I I I- 1.75 -I 1,750 .066 .063 QUARTER ROUND _ •••. LOCKI CDTIVE LUCKIPASSIVE O (1/4") BEAD 125 • • ••� ••• • aLe 1.250 #L-911 .072J ••• ; •, iZLq T • LOCK E S 1.625 -{L 5 LOCK 045 I 0.198 •••i•• • • ••• • 2' I 065 ••.•.• D:* .•• z p••• ••■ HALF ROUND 01 1 4,000W.082 500 4.500•*0•-•�--r•-•��• •�• • a % p• 42 FALSE MUNTIN 8 RAIL ADAPTER IAMB AIy1PTF� • •• ••• TURN ° 0 1 1/2' #L-913 #L-909 O4 • . • • • KNOB .100 T #L-904 •• •• •••• ••• • ••s• • •52 53 y�1/8' Flexible Vi FPVC Composition-Team Plastics Inc. 4,341 50 51 SIDELITE PANEL •1. FPVC Eilacic Compound No.7200.75 1812 100 • •• ••• •••• • ALUMINUM PLATE PHYSICAL ASTM NO. -I .136 ' ' • •••• • '30 DuromUerHardwss"W' 10 see 75 D-2240 • • 2" LONG , • O • f sa Specific � 145 11792 Spa c Grm � l 0.079 #HC-002 TensdeStre•gth,PSI 1640 D-638 PANEL TOP & F� ACTIVE HANDLE PASSIVE HANDLE UltunaftEloagatioq% 340.0 D-638 BOTTOM RAIL FRAME JAMB 4.066 & TRIMSET o L TRIMSET e3a - Modulus@ 100°/.Elmgalim,PSI 765.0 D-638 #L-906 O IL-003 44 FRAME HEAD SHEAR PLATE o ImpactBritlleness, •31.0 D-746 # #L-916 '2. FPVC White:Compound No.7267-75 NOTE: ' PHYSICAL ASTM NO. I 2.688 W Durometer Hardness"A",10 sec 75 D-2240 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 218 .100 .500 SpocifcGrarity L45 D79z 2. SEE ELEVATION AT SHEET 1 OF 6 FOR jD IL ANCHOR O.C. MAX. SPACING AND LOCATIONS , Tensile Strength PSI 1640 D-63B 111111111 • Ulumabe Ebngatioq% 325.0 D�36 RODUCT REVISED T 4.500 Modulus®100%Elmgaaon,PSI 765,0 D-638 s ComplyingwiFlorida O FRAME LOW SILL "' f3 Impact Bri(den .30.0 D-746 BuildingCodc N a Acoe No 45 L-916 THOMAS soT03 ate 7L� NOTE. REFER TO DETAIL 'B3' AT SHEET # 3 OF 6 PROF$ I BR FOR ADDITIONAL NOTES AND LIMITATIONS. 7a O57 BOTTOM BOTTOH at �I MignI ads Product COMM GUIDE GUIDE 57 cio O � •°.•• °N ." TO��o Revision Notes: . dP° �� •`,� .,v� pJ Revised to comply w FHC2004 -11/01/05LA WS 8501 NW 90th St. 'Odx �' 3/8. O.D. 3/a• D.D. 5 225 Revised to comply w/ nC2007 dl added ON MEDLEY, FLORIDA 33166 h� STEEL BDLT STEEL ,LT - _ * Insulated Glass 01/22/10 CIT D LT S T R I E S INC. (305) 696-8660 i STAINLESS STEEL BOLT (A) _ « Ashland Mult-Point Lock 01/27/11 Y,tJyI/FdC7URBR OF QUALITY dLUY!IVUX WINDOWS AND CESS DOORS (•) 5/16' O.D. SSS (+/- 76.0 psF) °(1. ; F Revised to comply w/ ?A10 FBC Dano Ctma Port C(•u: Prod Callemv, Sa4./1(od•4 Ilan 'sh"k Optional Multi--Point Locks p) 3/B' O.D. SSS (+/- BGO � � HOA APPROVAL IMPACT FRENCH DOOR 60F6 p psF) (}� �� Revised to comp w 2014 FHC OPTIONAL 86.0 ps( DP) %��� Ra,44d BUY Datt clWamd.. " " » INACTIVE-PANEL • [ �oP•' .�` Nelson grazo 01/16/115 La Porte Impact French Out-Swing Door 46 TWO-POINT LOCK Active Lock Pnsslve Lock 1 e � FI •' 4 � brown� Da"Dnp LOCK #HC-060 ASHLAND #W5110-STACT5 ASHLAND #W5110-STPAS4 FLUSH BOLT #HC-001 4S►�• Nelson Srazo 01/20/12 76.0 pst DP) HANDLE L TRIMSET HANDLE & TRIMSET , t z ip scare Port tr„men: D'O1O/"0 N'""i'r' FD-2003 F"'I'ten L.wL ASHLAND #W5201A-A ASHLAND #W5201A-P DATE_____ n.t.s. G A Al A Al General Notes: oO 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE o A REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH o q Z // \ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT 0 a \ IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) M 0 c 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING F M (0 j j .j/_ �_�\• ��� RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS V) o q a o OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. o ., rno to 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON J O ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER W (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. Z w o p U' $ B 1 B B 1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o w ? q ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL ANDto 00 M TO.BE REVIEWED BY BUILDING OFFICIAL. a �+ W rn ox XO 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES NOTE: TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE Z �► o 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. '" 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & 131" REFER TO SHEET #3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7 or 8). 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E" REFER TO SHEET #4 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE SOFT. 2 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. o A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. yU 8.) SEE SHEET 9 FOR GLASS TYPES. H H 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. cv O 14 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. w N A 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. p 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. H x a �\` 13.) EXT. & INT, FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE U q X\ // 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED D E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS . •� & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER ' U) • 24 SECTION 11.3.3.3. . ... A ', 9 ; B Bi 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. ••• H .••• • 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED "' • XOX —Equal Lite (1/3-1Z3-1Z3) — Q, WINDOWS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT • �• � � •• o �' •• • NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE • 0 H 0% o •• •• I} REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. • •m . U • N ' 2 FOR VERTICAL CROSS--SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE w : co • . :. 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. a 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. • • s •• 0 0 w 4- d ° >z N N z ....... AV�; Lr' 'r XOX - Un-Equal Lite �4-1Z2-1/4) "' "Q ' NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. PRODUCT REVISED Q 2 FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B. & Bl" REFER TO SHEET #3 Ps cOntplying with tiiz Ftwidn 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 lluildiug CRdc 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Ac"pit�nceho "" & ,r✓,� y E'Pisftlto IN" SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS `�y f' rr W101 •�Iiarnll7adepr�ductContrul � A TEST UNIT SIZE: 111" X 63" FIs 85 3/8' OVERALL FRAME WIDTH TEST UNIT SIZE: 74" X 83" 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS* 73' INTERIOR FRAME WIDTH vl (A) 10 AT FRAME HEAD %REQUIRED O ADDITIONAL ANCHORS (A) 6 AT FRAME HEAR TWO ADDITIONAL ANCHORS ai 14 AT FRAME HEAD IF DP ABOVE '70.0 AT MEETING RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 REQUIRED AT MEETING RAILS O ( ) FOR UNITS WITH DP ABOVE Q ( ) 10 AT EA. FRAME SILL A Al UNITS WITH DP ABOVE (B) 6 AT EA. FRAME SILL B 74PSF <4 TOTAL) / to ip 5 (8 AT FRAME SILL IF DP ABOVE 70.0) A A 1F (4 TOTAL> 5' O A(14 AT FRAME SILL IF DP ABOVE 70.0) 107 t" 11.375' (C) 5 AT EA. FRAME JAMB 14• 4 I/2' 14" M(C) 5 AT EA. FRAME JAL16 1Mx: OC , f (MAX. 4.0 , � •SEE GENERAL NOTE #3 & #4. r(►IAx• o.� uAX. o.C. •SEE GENERAL NOTE #3 & #4. , (gyp (7yp Q �, o 5'/LI COANAERS) 5'All CORNERS) is m O o W N Max- D.L,0 Ylidti htox't D.L.O. 1 dth MO D.L.O. 1 idth 3 1' v t 1 2438 243 $ 331PQ _ �_-----' D.C, ' ,' 13 1/4' O.C. Z w O O F = ,� t, H 2 ,� i, Q o\i ^ 4 li m o w ,I 1, to 03 M x in X to w f / �*_-/ C-H 1/4' D.C. W 1/4' D.C. o a lL I' 81 m a Q L______I Q _ _ �____--{ rn W / __�i - -�� // 13 I/4' D.C. w / -_-�i------ ==9 13 V4' O.C. �1 O 1 Z // O 't ,' Q // Ld > Z 1, , ,-. 11 i' d c N O ,D > i i I i N B B 1 1 13 1/4' D.C. 13 I/4' D.C. yQ s• U M o H W x P4 ANCHOR NOTES ai ANCHOR NOTES+ 1. SAME ANCHOR SPACING AT HEAD & SILL EXT. & INT. FALSE COLONIAL [.t O E MUNTINS ARE APPLIED W/ 1. SAME ANCHOR SPACING AT HEAD & SILL EXT. &ANT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED / W/ SILICONE AND ARE 2. TWO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED W/ •• AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL, W/ SILICONE AND ARE AT MEETING RAILS FOR UNITS WITH • • • ••• DP ABOVE +70PSF / - 75PSF C4 TOTAL) AVAILABLE AS OPTIONAL. „ DP ABOVE +/- 70PSf C4 TOTAL) • � • 10K WINDOW EQUAL LITE A • • �VERTICAL CROSS--SECTION DETAILS 'A, Al, B, & Bl' AT SHEET #3 'XO WINDOW EQUAL LITE , • •••• TEST UNIT SIZE: 111" X 63" ••• 2. SEE HORIZONTAL CROSS-SECTIOM DETAILS 'C, D, & E' AT SHEET #5 NOTES, ( 'SOX' REVERSED ) � ••� Z � I. SEE VERTICAL CROSS-SECTION DETAILS 'A, A1, B, & Bl' AT SHEET #3 ••• INSTALLATION FASTENERS III' OVERALL FRAME WIDTH 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 ••• H •• • • A 10 AT FRAME HEAD • ( ) 110' INTERIOR FRAME WIDTH ••• •• • • • (14 AT FRAME HEAD IF D7A]BOVE 0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A A 1 REQUIREDFOR UNITSAT MEXTTH P ABOVES • •• • • .400000• •• (14 AT FRAME SILL IF DP ) ,U,t' +/- 79PSF C4 TOTAL) 5' SERIES-8700 HORIZONTAL SLIDING WINDOW(C) 5 AT EA. FRAME JAMB u ?$ : 4' t2' NSEEGENERAL NOTE #3 & . ( °.C.) tCAL AT FLANGE FRAME ELEVATIONS - L.M.I. ,. �o • (ryp . m ,'A1.L CORNERS) • • 'i Q • •• Max. O.L.O. YTd hla . D.L.O. Iidth ' 24 3/8", i 33 1 13 1/4' O,C. a d H r Ii i � rn Eza t•.1 g _ 'i_ i� __ Eoc f // ==yr -- „ o a W , --_-- ��___ -4 13 1/i4' D.C. C a W 1- p I � o E3 N > E Y: 4�6*�ItEliEf)IxZt` 1 3c N � a 13 1/4' O.C.=FT ANCHOR NOTESI ' 1 , PRODUCT REVISED EXT. INT. FALSE COLONIAL MUNTINS ARE ns camplyiug wi111 the Flofldn 1. SAME ANCHOR SPACING AT HEAD & SILAT APPLIED W/SILICONE AND ARE AVAILABLE 11 Buildia Code 2. TWO ADDITIONAL ANCHORS REQUIRED AS OPTIONAL. ActepinnmNo,_ •;' MEETING RAILS FOR UNITS WITH DP GypJud{en Onto '.�" "•, ABOVE +70PSF / - 75PSF C4 TOTAL) XOX WINDOW - UN—E UAL LI 1 1dOSEE VERTICAL CROSS-SECTION DETAILS -A, Al, B, & BI' AT SHEET #3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E- AT SHEET #5 ,46A nde lGducl Control A 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S'M.S. W/ 1 1/4' MIN. EMBEDMENT INT❑ C❑NC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 -1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY,,LAWSON YINDUSTRIES, INC, o � W a 00 EDGE DISTANCE INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED v v I ° a BY THE GLAZING SYSTEM ^V M O A o Q v ° a• ° v 1 14' MIN, : v :4. v~i © tO10 %� 0 0 a aEMBEDMENT d Yti. o W a 4 a a. °' o `n P4 W o d 4 v ° 2X _3 o :•;�.; 'i,.}:�: h f�`Y I MIN. ';. Z r � Q � TTfY EDGE ANCE z oo o_ ti o t_ rn EXTERIOR GRADE 1/4' MAX. `:;` Vti t 1/4' . ' ' ' i 12 i 1 .. SHIM SPACE =r•t. w 2X (1�iIN. EMBED.) ,� PERIMETER CAULKING f r TYP P i (TYP.) U z �! 15 , Y o O A h ii EXT. GRADE PERIMETER 1/4' MAX. ii !j ij ii CAULKING NOT BY SHIM SPACE �' U is a 15 !: !: O 14 ,! ij !! 6 'LAWSON INDUSTRIES', ii I iti TO BE APPLIED BY OTHERS (TYP,) ii i! !i !i ii (TYP.) �i H p E !: p P� a1! !! i! !; ii ii li I! !! i° CO 'i CLEAR SILIC❑NE ADHESIVE EX'T'ERIOR !' i! � •{. j � i i ! ! !i ! ii !- !! j BEDDING COMPOUND H INTERIOR •W x • 34 Al ,. ... . . z = EXTERIOR INTERIOR ! ! !• A • s i !! ii ii •• • s K • ALTERNATE DETAIL �- , • z X V ' !! !i LAMINATED GLASS ,' ,i ;j is i • •• '•• • • Q Q 04. k !i ,. it ii i! ii �s ••• �•.• s • J N ; ii ii 33 W W� i 'I Ii •• •• • s• k •• • w ¢ �� WOOD FRAME INSTALLATION DETAIL .. ,. ;,•: o tL !i !! i i ,• •• N • 0014 ! ;, ii Is ]6 !! !! i. i. iIi it to It ii . o 27 !- WINDOW INSTALLATION NOTES: O Q ' ii ii • • • • it ii !! !! ii • N y :00.s • • 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. S • • a 3 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE '' � '• - 2S !' BY WINDOW INSTALLER (TYP.) rn !! SILL RISER - OPTIONAL c r o 0 !i i! 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO e APPLIED WITH SILIC❑NE ° SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERI❑R GRADE CAULK SHEETS #4, #S, & #6. BY OTHERS (TYP.) z z z , I 2 WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK ORc 26 { 10 32 13 ! j MASONRY 1S LESS THAN 1/8", SHIMS ARE NOT REQUIRED. a �i , ANCHORS NOTE of EXTERIOR GRADE '::=E'•::•: :•:'•.=:.::::. EXT. GRADE ANH❑APCONS orTO BE APPROV12 SMS ED CONC,CFASTENER REWS Q INflODCONC., PERIMETER CAULKING ...... WITH CAULK WITH A MINIMUM ❑F 1 1/4 PENETRATION INTO WOOD DR .•` %: CONC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) w t` •' n 4 1/4' MAX. d n e 1/4- MAX. or• 4 d SHIM SPACE SHIM SPACE ;_ a a" v 4' (TYP-) `x A 4--1 1/4' MIN. (TYR) .' :: .r., i1 4 d .. •1 1/4' MIN. -- .. ., N EMBEDMENT ° EMBEDMENT a ~ � PROI)UCTREVISGD v' a a• I d 4• ::y a�j d e�: v 4 d d. ascomplying v:illi(ho rlorida Ir. Buildiu Cadc r I U n v ! 11 1/8' MIN. a Acceptance ho _ CC`_ s14` o�r� r p r: v _ v EDGE DISTANCE E !rr, nl3esc Wit'' 1�0� a ''s 'r OPTIONAL SILL INSTALLATION DETAIL AT XO or OX NIIui 'r!cl,1140ductCon!rol -t A i -- 1, ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG, OFFICIAL (TYR) � O BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON o Q INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED BY THE GLAZING SYSTEM `° A Z A INTERIOR FINISH cfl (BY OTHERS) e� 00 o 0 to E- 5• >> ''�'�< _ 21 23 LAMINATED GLASS .PT. WOOD BUCKS to 33 SILICONE ADHESIVE ° i M 1/4' MAX. 1/4' MAX, #14 S.M.S. W/ 1 1/4' SHirYPPACE BEDDING COMPOUND SHIM SPACE e Z w o th MIN, EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET #2 INTERIOR (TYP,) z o 3 in FOR MAX. FASTENER SPACING) ZX 27 co a o 1/4' TAPC❑N W/ 1 1/4' o ' MIN. EMBEDMENT INT❑ CONC. V` of EM t�tENT -________- _ _ _ _ _ _ _ _ (SEE ELEVATION AT SHEET #2 Z 14 _____-_____ ----_---__- Ix ° FOR MAX, FASTENER SPACING) H _ a 0 1' MIN. 4 - 6 x EDGE �yi d DISTANCE 16 1'1/4" MIN. M o a 8 11 = - _ - _ - - - ...............-- -- EMBEDMENT tiyy�`s�yv�r{? F' `� --- ---------------- --------__-•-�� ________. 4 _ a 1 1/8' MIN, � o O W EXTERIOR WALL FINISH _ u �» A. DISTANCE :r- o x BY OTHERS (TYP.) 14 4 D a 0 EXTERIOR 4 18 19 11 `�'`, a`. �' 00 w O EXT. GRADE, O CAULK ;:�:�: :..'_. STUCCO OVER METAL LATH NAILED TO Y" -` ' 7 � EXTERIOR GRADE PLYWOOD SHEATHING EXT. GRADE PERIMETER �� ;_ `_,-:'•°': ••: . . p� 4 `tel��J •�� •• , U °� TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', • Fi NOT BY LAWSON INDUSTRIES, INC. TO BE APPLIED BY OTHERS 73' MAX, • • (TYP.) 0000 •• • • WINDOW FRAME BUCK WIDTH ........_._._._._._._._._._._._.--------------- ._._._.__ 00 74 MAX. Nco WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE N t •• 4 Y • ( "OX" REVERSED ) .� :r .. :•• • d o WINDOW INSTALLATION NOTES: ' o 30 31 Z ! 1, THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. z x 8 8 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE ! -` `-- BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK `A BY OTHERS (TYP,) 22 21 ' WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR ��ttttle�rr. 8 MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #I2 SMS OR WD, SCREWS INT❑ WOOD, OR LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., '�" WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ~' 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUC17RBVISDD LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. ns complying with din 12Iorwa 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED 13ui3dtngCadc FOR USE ON ALL WINDOWS. FXccptrtnccTlo � 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. Pl+ lyc�lc st �. Aianti bode Product Control \, A l DESIGN LOAD CAPACITY(PSF)- OX o O WINDOWS # # /- Pressures (psf) NC', o WINDOW Jamb H &S Glass Type"A' *2 Glass Type "B" *2 Glass T e ' *2 Glass Type "D" *2 Glass Type"E" (* 3) Glass T pe 71'(* 3) $ fa WIDTH HEIGHT Anchors Anchors + psf - sf + psf - psf + psf - psf + psf - psf + psf - psf + psf Zq 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M 00 o 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N o o 0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 oCD 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M „ 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z �-" w z a 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Q Z 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 `� _ a 00 � a � O p 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �` a 60 36 3 6 65.0 65,0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70. 70.0 70.0 70.0 80.0 80.0 80.0 80.0 H 48 48 4 6 65.0 65.0 65.0 65.0 7 0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ElZ 60 48 4 6 65.0 65.0 65.0 65.0 7 .0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 3 72 48 4 6 65.0 65.0 65.0 65.0 10.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 24 60 5 4 65.0 65.0 65.0 65.0 PO.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Ul c a a 36 60 5 4 65.0 65.0 65.0 65.0 170.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W w x 0 48 1 60 5 6 65.0 65.0 65.0 65.0 170.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ( o w 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 E+ � A 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • 37 1 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 p 'x 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ....• Z • 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 .... . .. 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 •• •• • 37 38.375 4 4 65.0 65.0 65.0 65. 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 •• •• •• ••• 53.125 1 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 . ' o o . .• 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ••p•• •:• 26.5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N .� •� 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 . ..•. .. 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0t a 0 74 50.625 5 8 65.0 65.0 65.0' 65.0 70.0 70.0 70.0 70.0 80,0 80.0 80.0 80.0 u a 26.5 58 5 4 '65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z z �' 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a; d 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ' 74 58 5 8 65.0 65.0 65.0 1 65.01 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.01 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65. 70.0 70.0 70.Q 70.0 80.0 80.0 80.0 80.0 w`�yy �`,•. ; 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - - - - ;` •_, `i, LL f„. # 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. eu coaiplyiug wilts file I Ivrici Notes 2) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW uilAiEigCode _ ,� '. cceptanoNO _ RISER OPTIONAL x' (WINDOWS WITH GLASS TYPES "A, H, C, & D") ED APPLIED WITH SILICONE3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DPiFOR DP ABOVE +70.0 pSF/1 . .(WINDOWS WITH GLASS TYPES "E, & F") AND +50.0 DP MAX. �j .//.• Y..,.: ..�--.�.a_ f� �iarn� d�I',n. anu (+80.0 DP MAX.) �..�., <; w ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON F WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) �' �� i/ °,i ' p•. 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I,G. EXTERIOR LITE SHALL BE TEMPERED. px XQ ya • oI 3o G I060-0048I eLyr,..� • • • • • • • • "g. . ,LIQ :!uq•NL•g A•„tS ALN �+N+w�►l►ar.7•YAP6r • • • �s •• 7 a•7�+Y T [ 0 OZYMB 'N E (air1 wan xox) smoLLao ssno xsik i� avoz MOISHa �„� Ar p..,,,w MUM M JlDVcl U axjNv7j ONITIOZI rivINOM10x 0048�r� . . .,�...�. syooa ssY7o aNT' sAoajVim A'l1NrMj27V ,r.LIM26 JO 99ZMLDv.2AYJt 0998-969 (GOT) 'ON Hd ��Z �S�I?3 LSr1Qi-ZZ , -. 991££ VCM-1.3 'A37ti3W • • ::OZ-:::aq::cd a;op paslnaa - .g. iS)•,.,r�„ << ",y?'•,�.►er� 15 06 'M'N LOSSIVOSAI ' : : • • }sa s aOwvgO ON - ,b, � o • • • • •• 4 �:� lZOISS02id • • • • • • • • S. t stl➢QO$L N * -- C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C O O o 0 0 0 0 0 0 O O O O O O O O 0 0 0 0 0 0 0 L6 Ln Lr) Lc; Ln Lo Lo Ln Ln LC) Ln Ln Ln Ln Ln Lr) Lo, Lo Lo, Lo, L6 Lo, LC) Lr) Lo Ln Li) L6 to Ln LI) U-) U.) LC) Ln Lc) Lr) Ln LC) ti t` T~ t~ ti 1` tit` t` ti ti ti h t` ti ti ti ti ti >~ t` 1` f~ h t` ti ti f` tit z 0 G� H M O CL + ED N N 0 0 0 0 0 0 C 0 0 0 (D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 W 0 Lo Lo LL) Lo Lo Ln Lin Ln Ln Lo Lo Ln L0 Lo to Ln 0 Lo Lo to Ln Ln Ln 0 Lo Lo Lo 0 m to Lo Lo 0 Ln Lo Lo Lo Ln Lo I-0 g + co (o cD o O w co cD cD (D cD cD cD (D (D (D co (D (D 0 M cD O O (D CO 0 O c0 cD c0 c0 CD cD c0 0 (D co (o cD 3< t/)A¢ A SLA o c M * N O COoO 00 000 000 00 00000 00 000 Oo 000 O 00 00 O 0000 ; +�.� tiQU W N NNNN NN NCV N NNN NN N NNN N NN NNN NN NNN N NN NN N NNNN O Ln LD Lo Lo Lo Ln Lo Lo Lo Lo Ln Liz Ln 0 Lo Ln Lo LC) to Ln 0 Lo 0 Lo LL) Lt) LC) Ln Lo LCA ILO In 0 Lo Lo Lo LSA Lo Lo Lo N d / e- CL \ t� N y 0 0 0 0 Q 0 Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N NNNN N N N N N N N N N N N NNN N N N N N N N N N N N N N N N N N N N N N ,� LQ + Lo Lo Lo Lo LC) Lo Ln Ln Lo Ln Ln L0 L0 Ln Ln u) U0 Ln Lo Lo Lo Ln Ln to Ln Lo Lo L0 Ln LC) to U-) Ln Ln LA Lo to Ln Ln U) u 73 rj M 'oQ W * N 0 0000 00 000 00 o 00 C) 000 0 0 0 000 00 000 0 00 00 0 0000 nra �G9 Ln Lo Lo Ln Lo L.() Ln Lo LC) Ln Ln Lo Liz Ln Lt) L6 L[) L6 LA 0 LC) Ln LD Lo CC) LC) Ln Ln L6 U5 Lo Lo "iL!7 L.n Ln Ln Ln Ln Lt) C3 J T v ` i L 1+ ti1` tir` h � � r� ti � ti1` tih >` ti � � (� titi tib (` t` ti titit, ti ti � ti � tir` htit� Q '''"Y$ ui r7 Oy ~ y 0 C C o 0 o C 0 0 0 Co 0 0000 0 0 0 0 0 o 0 o CC 000000 0 0 0 C 0 0 0 Q 0 0 0 co O O U) 6 Lr) Ln Lr) Lo, Lo, Ln 6 Lr) Liz Lo, 6 Lr) Lr) Lr) Lo, LC) Lr) Lo, Liz Lr) � Lr) L(") tr) LCA Lo, tr) tr) Lo, Lr) tr) Lr) LCj Ln Lr) tr) (0 0 Lr) Q h + (D o (D o cD cD o o o o (D O cD c0 0 o CD o w O CD 0 CD O 0 O O O Q (D 0 ow o Z i 0 X O N w O 00 000 O 0 00 O 0000 0 * O 0000 00 000 000 C0 O 000 O OO 007 . k a to Ln Ln Ln Ln Ln Ln U). Ln Ln Lo. Lt) Ln LC) Ln Ln Lo- LS) Lt) Ln Lo Lo Ln L6 Ln Ln Lo 6 LA Ln Ln Ln to. Lo LA Ln in. Ln LC) o. I L � 0 L � s` t` titi ti � (` � ti titin t` � ti ti � h � titi tititi � ti ti � ti ti fit` tit` � t` til` ti � + - 5C yO0a000Qo00000000OQ0000000000000000000000 N Lo, Lr) Lr) Lr) Lr) Lc) Lr) Lo, L0 Lr) L0 Lr) Lo LS j Lc) Lr) Lr) Lci Lr) Lr) Lo Lr) Lc) Lc) to Lo Lr) Lo, Lc) Lo, Lo, Lo, Lr) Lc) Lc) Lr) L6 Lc) Lr) Lr) \\ U + cD cD (D co w co co to CD (D 0 O cD (D 0 cD cD O O 0 cD 0 c0 O O o 0 O CO0 (D 0 0 (D 0 0 0 cD w Co a � U N . O � 000oo00000000000000000coo Cocoo coo 0000000 O _ 0 0 0 0 0 O O Lo Ln N u) Lo. N NNN NNN N C- 0- L.n N N N N NNN N N NN- N N N N N N w w c0 w w 070 (70 r` ti Lo t— r-- Ln Lo 0 U,> 0 Liz 0 Lo co 00 I` Liz Lo Lo Ln Ln Ln Lo Lo Ln 0 000 0 Lo u7 U*> J � O cl) o w ~ C 0 C C 0 0 0 0 0 0 O Q 0 0 0 0 0 0 0 C 0 0 0 0 0 O O O O o 0 C C Q 0 C 0 C 0 0 A NO 0000 00 OOCli CON NN N NNNN O o ONN NN N N N N NN NN N NNNN 05 Ls. Q + 00 00 00 a0 co 00 00 r- Ln I- r- Lo Lo Lo Ln L) Ln Lo Lo co 00 r` Lo Ln Lo Ln Lo LA Lo Lo U) LA t() Ln Lo LA L() Ln Liz z P,a. � [� WW O O Tz7l O a N W zAz + A to ccn * " 000000000 00 000 a6 Aw NL L L L co 0 ti d E 0 0 0 0 0 00 Ln LC) Ln Ln o 00 co co 070 010 (70 00ti ti Qz ao (D A �- `3 + A� C4 W 0 W N L L L L L L i L L O O O L L L L L w i L L i L L L A 3 [z. TTi O W F 0 0 0 0 0 0 0 0 0 O O + co co 00 00 00 co co t` ti ti t~ 0 W t` C1 a a3 E. w O� WWGgr] G �O zra �cnxo w t OO W a6O E- r- r~ o � � CS r` oo ( tir- rnrn 0) ma) r �. W W o E- o E- A Cry Cc M c7 cr) M M M M MMM e! �T <} 'L7 to Ln Ln Ln Ln M M ei Lo Ln M Ln Ln M Ln Ln eh et Ln Ln W E, p W x O O .- _ aQ AE.., cox Z ZM gca Q ca F- Lo Lo Lo Lo Lo Lo Lo Ul> _ r- N r- N I- N r N .r cQ 0 d m (D (D (D0 000 co co O 000 O (D0 (D COM (DM 0 WM 0 M (D OMCD M (DoDM N NNNN MM MMM '�7 � � V' V (D oOLD O N Lo CD N Lo N Loo N L0 to N:u! 00 o 06 o 070 o co 0 M Ln M Lo M Lo M Lf) W, Lo Ln Li) Ln LC) cli Q = Ln Lo Ln LO Lo N NN NN a) � ~ O N 't (D0 ON V to co oN -,r co00O Nmtco O Iqv 19t 'IT T ]L cD ti CO CA Wt� 00 CA CD ti ao 0 0 [� oo CA r` ti !` ti ti ^ � O O co o O r r' r � O DESIGN LOAD CAPACITY(PSF) -XOX WINDOWS with Equal Lite (113-1/3-113) + /- Pressures(psf) 0- FRAME SIZE #Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2)1 Glass Type "E" (* 3) Glass Type "F" {* 3) Glass Type "G" (* 2) C) Q w o q z WIDTH .. HEIGHT Anchors Anchors + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf M 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "' E m 12 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a A 1 84 24 3 9 80.0 80.0 80.080.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z r w o y 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 J ztow A 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a � o w CD 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z o 0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 &r' 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N o 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.04 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0Z 'A � 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 at 0 a z 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W w x 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N (f) c° w 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •� A 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •• ;x • 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ••;; Z •• • 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •• •• •; • 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •' " 79.5 1 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •*1 •U 0 $o 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' s ••• L I 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •r L . . 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c di t e 79.5 63 5 9 - 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 jj 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 1 5 9 - - 52.0 52.0 65.0 1 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 .��sasa►Errs :x, pRODUafREVISSI) av-DVIY""with the Nloaida . Notes �` 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. AccepEunceNo ' - L r0on Dgte 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") ��� \\� /�� ny E�" ''r` SILL RISER - ❑PTI❑NAL ~a r; viiami adel'induc► rof 20 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP �\ '%�' 1 APPLIED WITH SILICONE `" (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. �� \\ �� I FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON I 2 <+80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, G. OR G" INSTALLED ABOVE 30E-r. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. -EqjAaj 14to A • tt 19 ALUIdINUM MULLION # 12 X 3/4' S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS 33 FLAT HEAD, PHILLIPS. SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET 12 ITEM # PART # REQD. DESCRIPTION REMARKS 34 MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND - - 'SILICONE OPTIONS', DESIGN PRESSURE LIMITATIONS. OF TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM o A �` DOV CORNING 899 (ALUM. 0.078" MIN. THICK) 1 ----- 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM dLoo tq SCHNEE-MOREHEAD 5731 TRENCO SPECTRUM 2 3 L-7701 1 FRAME FXD. JAMB ALUMINUM Mat E- 6063-T6 o NOTE: THE LOWFR'PRESSURES OF 4D GLAZING DEPTH �' INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM ~ d a' w LAMINATED GLASS COMPOSITION - TYPE B THE 1'NN004V OR MULL SHALL GOVERN I I N o to P4 0 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM o r 1A a> ITE[[ GLASS DESCRIPTION I all DETAIL LAMINATE DBSCRHM N I I D) O � __-___ ' __-- 6 L-7707 I VENT T❑P/BOTT❑M RAIL 6063-T6 ALUMINUM 3 -1 1 1/8' ANNEALED GLASS 3i8• I 1 = - ____ W 2 0.090' PLASTIC INTERLAYER By, ISOLUTIA'AFE _ 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM Z v (� Fs, 1 ' _:�:�:-::.-_c� By, 'SOLUT[A' 1 I+I p O O 3 1/8' ANNEALED GLASS 1 a34o I ` 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM -1 z q 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM uu, LAMINATED GLASS COMPOSITION -- TYPED ________ i ao :2 CL l� �+ o :=_ 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM .8 a tTRM CLASS DESCRIPTION 3 D]ITAO. IAMINATR DESCRIPTION '_=�='-_'_=" •-• (� [ 1/e• HEAT-STRENGHTENED GLASS _. _ _._. - ^,1 t---------------- 11 L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM Z rn ` BUTACITE PVB �-^__ 2 0.090' PLASTIC INTERLAYER I By, 'DUPONT' 12 FS--006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS ► ��+ r� 3 1/8' HEAT-STRENGHTENED GLASS I 1 t a3+eY EXTERIOR GRADE----/ WINDOW FRAISE 13 FS 040 AS REQD, INSTALLATION SCREWS #14 SMS F.H./PHIL. � 0 W PERIMETER CAULKING LAMINATED GLASS COMPOSITION - TYPE E EXTERIOR 14 L-7531 AS REQ D. VINYL BULB 1/4' AIA. BULB #3033 Z ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 15 PWS-003 AS REQD, FIN SEAL WEATHERSTRIP .187' w x .230' h O _ _ E2 FRAME MULLING DETAIL d y 1 1/8' HEAT-STRENGHTENED GLASS 16 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 'a E-+ _ SAFLEX/K£EPSAFE IF �1 2 0.090' PLASTIC INTERLAYER -^^ N r � ►ti. z �. �-- Er 'SOLUTIA' 17 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h O 3 t/8' HEAT-STRENGHTEN£D GLASS � � a3+a � � � 18 L-7711 AS REQ D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM LAMINATED GLASS COMPOSITION - TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REQ'D. PILE @ GLAZING BEAD .187' w x .150' hC/1 ITEM GLASS DRSCRIPTYON DETAIL r3l ATE DESCRIPT[ON MULLION TYPE, SIZE AND MAX. W W4 w DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQD. SILL RISER ADAPTER 6063-T5 ALUM.- ❑PTI❑NAL H '�' A 1 !/e' ANNEALED GLASS =-_-- = NOTE: THE LOWER PRESSURES OF CITE PVB 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUI4INUM 0.090' PLASTIC INTERLAYER - , •nUPONT' THE WINDOW OR MULL SHALL GOVERN h p 43 1/8' ANNEALED GLASS 1 x340 1/4' MAX. 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON V r _ �•_:_:-� � 12 S.D.S. X 1 1/4" L. to �••� SHIM (SEE ELEVATION AT SHEET 02 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL F� • �S= INTERIOR FOR MAX. FASTENER SPACING) ••Cn • • tg 24 x 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FRAM • • E pq 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL.__- ___ _ " 26.1 HC-044-1 2 WEEP FLAP & BAFFLE 0 ••• y • • • 34 =-___ 26.2 HC- I X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. - - - - - - 'SILICONE OPTIONS', ••+ ••• DOV CORNING 899 27 HC-040-1 2 SASH ROLLER & H❑USING x d • • SCHNEE-MOREHEAD 57311091 • • $ •• • 33 0.600'-�--- TRENCO SPECTRUM 2 28 HC-026-1 1 SCREEN FRAME & MESH x • • • GLAZING DEPTH b INSULATED LAMINATED GLASS COMPOSITION TYPE A 29 x i ATTACHMENT SCREW @CLIP #8 X 5/8' S.D.S. •to U•• � • o c , 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON S • ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRLMON SS=_ i • �... 4 • VA ap y 1 t/s• ANNEALED GLASS La .__ _:_. ._.�_1 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL , • 4- •. 2 0.0PLASTIC INTERLAYER Q a/4• SAFLEX PVB PERIMETER WINDOW FRAME NOTE: 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM •++• • o •• 90' 3 1/8' ANNEALED GLASS By, 'SOLUTIA' SEALANT 1. ALL STEEL IN CONTACT WITH a, 4. •• • 33 x 2 LAMINATED GLASS See Detalls @ L.H. of sheet 9 CO t EXTERIOR ALUM. TO BE PAINTED OR PLATED. :: v o 0 4 1/4' INSULATED AIR SPACE IL@' •_ Q 4• n] 1 f 2. METAL STRUCTURES: 34 1w AS REQD. GLAZING SILICONE: See Details R L,H, of sheet 9 s ° py, 5 1/8' ANNEALED GLASS (r) a3 u a A) STEEL : Fy - 36 KSI MIN. w w (STEEL 18 GA. MIN. THICK - 0.048'1 35 ❑PTI❑NAL AS REQ D, COLONIAL FALSE MUNTIN ALUMINUMzo N INSULATED LAMINATED GLASS COMPOSITION TYPE C B) ALUMINUM . 6063-T5 MIN. 36 SM-5504 AS REQ'D. JOINT SEALANT x I d ITEM GLASS DESCRIPTION DETAIL. LAMINATE DESCRIPTEON (ALUM. 0.078" MIN. THICK) 37 x AS REQD. PERIMETER ACRYLIC CAULK ❑SI P❑LYSEAMSEAL [ 1/8' ANNEALED GLASS �qr .__ . 1 ' 2 0.090' PLASTIC INTERLAYER Q4 .v4• PVB E 1 METAL STRUCTURE ATTACHMENT DETAIL 3 1/8' ANNEALED GLASS -____ __ By+ 'DUPONT' 4 1/4' INSULATED AIR SPACE - _ S 1/8' ANNEALED GLASS (r) _1 034v 13[I F!F l INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM GLASS DESCRIPTION �01- DETAIL_� LAMINATE DESCRIPTION � 1 I/8' HEAT-STREHGHTENED GLASS O c H 2 0,090' PLASTIC INTERLAYER 0 vs• PVB B , 'DUPONT' 3 1/8' HEAT-STRENGHTENED GLASS ___-' y 4 1/4' INSULATED AIR SPACEPRODUCT REVISED „V4a 5 1/8' ANNEALED GLASS (•) I a340' as complying will)Ahs Ftofwa Building Cndc =; (3) WINDOWS VITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 3OFT. AcceplrG L.�• .0:>r M�:.a. IN THE HVHZ, THE I.G. EXTERIOR LITE: SHALL BE TEMPERED. �ypjQ�qp p � �T�y�_ P' f r s GLAZING DETAILS AND OPTIONS warlj adoP4rodhlctC�iniTD�� A FRAME HEAD FRAME FIXED JAMB SILL TRACK FWJAE JAMB L-7703 �12 � L-7701 L-8702 is O FRAME TOP CORNER O szE,093 A • \ � O O 'Zi \ cD 1° A 750 .062 I 'M 1 o (n a °' LJ o 2.643 1844 3 p M SILL RETAINING CLIP T 12z r v W —.062 I L-8705 i La z 2bS1 O I E96ME HEAD o A A � a 1 VENT TOP RAIL 000 m d ' O 1,439—I FRAME JAMB O ` to O FRAME SILL FRAME VENT JAMB zm L-8701 L-8703 1,466 o _i_ 062 i a O a � 2 000 0 --) ,754 # FRAME 80TTOM CORNER FRAME MEETING RAIL H '�`� z VENT TOP CORNER 0 q 2.374 VENT SPRING LATCH \ FRAME SILL QH —.062 x,062 L-7539 ,� o 0 A 062 21 2.643 VENT JAM8 RAIL .\ \ W w x 0 L235 VENT LOCK RAIL V1 �l� •� L • Rr x 2.655 • • ja •� •• • 698 • •••• N 1_.750- • • OD d • FIXED MEETING RAIL • •• •v •• '" •• • LE7705 INTERLOCK RAIL L-7704 VENT TOP/BOTTOM RAIL j • •• •a •••. •• L-7707 j 1 O • • •v • o\ 00 o . O O I 5 4 6 FRAME SILL j MEETING RAIL ' � •� � �• • —A62 YEM HS?TfOM RAIL OWES SI L• h ••• y o l - . c .. . •V • i • • lose- 2A62 2,285 1,375 VENT BOTTOM CORNER i cl) Y • o 0 078 ( 12 cs t a u F� p 1.so4 v I Z 1OU62 -- 1.16s > FRAME & SASH CORNER ASSEMBLY DETAILS 1.075--1 VENT JAMB RAIL SILL ANCHOR CLIP SILL RISER L-7708 L-8830 GLAZING BEAD ADAPTER �R�tttttlttrxr�,t#r OL•-7711 L-8706 �;��r � f•;����,re,:, 32 GLAZING BEAD � ••' ' . nr' y� L-7708 Ls. y••.' _ SOO z `� E•185 A94 1 1 W a 4 c� 2.000 _ y 1,450 --.062 ` OSO .850 DSD PRODUCT RIMSED X* Y SSD IPSO as w1q)lyinjg tti di the Florida n` <-• b 2.794 ) cc,' ttu Code Acceplmta;Ido� -14- E. a'sr''��•` �' 1 I irrruou©ntc •� a ryr� r `y sol t.235 .773-•- —.773-1 _I1—.o50 , fF r��Yttltttle;�•}{ 1kinil Dade.hodact Control., P