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WS-16-2730 Permit NO. WS-10-16-2730 ,yµoRes yet Miami Shores Village Permit Type:Windows/Shutters N I 10050 N.E.2nd Avenue NE Z. ork Classification:Window/Door Replacem Miami Shores,FL 33138-0000 Pen Permit Status:APPROVED yY�N ,a` Phone: (305)795-2204 FCMUD p` Issue Date: 10/31/2016 Expiration: 04/29/2017 Project Address Parcel Number Applicant 9915 NE 4 Avenue Road 1132060171300 ESTEBAN GIUGOVAZ TRS FRAP Miami Shores, FL Block: Lot: Owner Information Address Phone cell ESTEBAN GIUGOVAZ TRS FRANCESCA 9915 NE 4 Avenue Road - - -- --- MIAMI SHORES FL 33138- 9915 NE 4 Avenue Road MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 GMB CONSTRUCTION INC (305)967-3640 (305)613-5572 w . - Total Sq Feet: 0 Type of Work:WINDOWS IMPACT INSTALLATION AND A D Available Inspections: No of Openings:3 Inspection Type: Additional Info:WINDOWS IMPACT INSTALLATION AND A D Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-10-16-61584 DBPR Fee $2.00 10/31/2016 Credit Card $ 154.00 $0.00 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $130.00 Scanning Fee $12.00 Technology Fee $4.00 Total: $154.00 In consideration of the iss ance to a of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in s ict confor ity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I as ume resp sibility for all wo k done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBI it WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I erti all t foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z Hing. ore, uthorize the above-named contractor to do the work stated. J October 31, 2016 Authorized Sign tur ner / Applicant / Contractor / Agent Date Building Department Copy October 31,2016 1 Miami Shores Village IG0s��p 4BC Building Department QED10050 N.E.2nd Avenue, Miami Shores, Florida 33138Z��sTel:(305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-49491I 1 BUILDING Master Permit No. c PERMIT APPLICATION Sub Permit No. \ S ' 6 r 130 dBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP (� ,{ CONTRACTOR DRAWINGS JOB ADDRESS: t�� I! �t N!�E _i`-c City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: n , Sr OWNER: Name(Fee Simple Titleholder): yJC:�C.\ `�-�"►��+In C� Phone#: Address: % )�-- iilk z- `}'h lVrl/� City:��.,n -&A-azState: Zip: 3 3 I Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: C=t-\-b �v -55 ��Cgl�� Phone#: ( 3 �. Address: -2-1 )-v- -4tv 3 City: �J•Ow-\- / �+ f � State:— Zip: 3j yI Qualifier Name: ( jX-N�Au 2D x'N lk, Phone#: _�G_�r �'3 •I }2 State Certification or Registration#: (f-cC_ l S I4 S) Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: ��r��,.. City: State: Value of Work for this Permit:$ ,--�/ 5_000 Square/Linear Footage of Work: Type of Work: ❑ Addition [�!�Alt�eraltion ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: \j1 e"s az Specify color of color thrij:tile:"{ kb •r 3 Submittal Fee$ Permit Fee$ 0 • w CCF$3^ �mm�, - CO/CC$ Scanning Fee$ ( 2• W Radon Fee$ oZ w DBPR$ « lJL J Notary$ Technology Fee$ 1 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ L •W (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 b?eh,re will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of co m ncem t must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absgnce of such posted notice, the inspection will not be approved and reinspection fee Will be charged. l� ; s Signature Signature JOWNER or GENT NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument as acknowledged before me this day of OC-CU 1� _ 20_ by L' day of Off. f') A 20 i by " =E�.1C;Zi Q-.►�JNn�� ,who is personally known to (1ST!; 31t1 � t 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: n-91 Print: Print: Seal: YMyCommls�FFOM igt] Seal: ON t ry P ag Pabide F RFF190WOt o MyC MM 03112 FxW►es 03/15/2020 t ********* ****************************************************************** G APPROVED BY ClJ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MIAMI-IJADE MIAMI—DADE COUNTY,FLORIDA 1111M 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.niiamidade.gov/economy. 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 Miamt ODade Coyr1f5 Pjoduct • Control Section(In Miami–Dade County)and/or the AHJ(in areas other than Miami Vide CouftWreserve•••••• the right to have this product or material tested for quality assurance purposes. ITUI`s product or material;....: fails to perform in the accepted manner,the manufacturer will incur the expense of%R�.V.ksting�lic AHI••••' may immediately revoke, modify, or suspend the use of such product or material W,iVt p their;jurildiction...:..• RER reserves the right to revoke this acceptance, if it is determined by MiarY ilDitde Cooftq 139•oduct..... Control Section that this product or material fails to meet the requirements of the applioable building code. This product is approved as described herein, and has been designed to comply wrtlr the Florida Building.•... Code, including the High Velocity Hurricane Zone. � ••••• DESCRIPTION: Series"La Porte" 8'-0" Outswing Glazed Aluminum French boors–I.RM.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 lo LABELING: Each unit shall bear a permanent label with the manufacturerrname or logo, city, state, series, and following statement: "Miami–Dade County Product Control Appr6v`e'E1",,\unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applicatibn;ha' ',been fileki and'there,.}as been no change in the applicable building code negatively affecting the performance of this product, , , TERMINATION of this NOA will occur after the expiration dt to or if there has.been a revisron o3Ich ge ' _} in the materials, use, and/or manufacture of the product or piocegs.' Misuse of this.NbA`as anrseme t of any product for sales advertising or any other purposes shall automatically term' te�th'i I3CJ '► ,ailure to comply with any section of this NOA shall be cause.for tertnmation and removal of ADVERTISEMENT: The NOA number preceded b—the`words Miami–Dade'County;' lorida, and followed by the expiration date may be display�vn advertising literature. If any poi tion of the NOA is displayed,then it shall be done in its entirety. \• '•,, ` `-r, a ._ '= INSPECTION: A copy of this entire NOA shall b\ .,provided to the,us, the�rrranufachuer or its distributors and shall be available for inspection at the job site.atathe request of the Building Official. This NOA revises NOA No. 13-0328.11 and consists of this pagg 1`and evidence pages E-1,E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,;E�, � .4r NOA No. 14-0908.07 MIAMI•DADE COUNTY 6h�� Expiration Date: June 05,2018 �. r ` Approval Date: May 07,2015 Page 1 0000.. 0000.. 0000 .. 0000.. 0000 0000.. 0000.. 0000.. 0000.. 0000 0000. . 0000 0000.. 0000.. . .. .. 0000.. 0000.. . . . .. 0000 . .0 `RV s Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—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;marts No. HETI49-2623, HETI-09-2645, HETI-09-2624 and HEkJ42-2646•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 FBQ,;-tZ%202 4 •• • 3) Water Resistance Test,per FBC,TAS 202.44•' ...... 4) Forced Entry Test, per FBC 2411 3.2.1 and'Flk*3 202-94• •; along with marked—up drawings and installation diagram of alumin4xxiP•4utswi�t`: French door, prepared by Hurricane Engineering & Testing,W. Fest R -ts No:%*••; HETI-04-1897, HETI-04-1896 A, HETI44-1896 B and HETI-044PA 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 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under-NOA No.10-0128.04) :000:0 2. Glazing complies with ASTM E1300-98/04 .. 0000 0000.. 0000 0000.. D. QUALITY ASSURANCE ••• •• 0000.. 1. Miami—Dade Department of Regulatory and Economic Resovattg'(RERx...;. • 0000 . 0000. 0000.. . . 0000. E. MATERIAL CERTIFICATIONS ' .. .. 0000 0000.0 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Anaerf,Inc. fortheir •; "Kuraray PVB Glass Interlayer",expiring on 12/11/16. :000:0 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Av;C jWg,Inc, f qt 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 V Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC--2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-2 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 sealed by Candido F. Font, P. E. (Submitted tinder 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.10-0-128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HET144-1896B, HETI44-1377, HETI-02—T095, HET142—T090, HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz—Seda,P. E. :*00:0 (Submitted under previous NOA No. 05-1116.06) 0 "'••• ...... .... ...... G. OTHERS ...:.. 1. Notice of Acceptance No. 13-0328.11, issued to Lawson.110 tries„JAr,.o for tl2eir • Series "La Porte 8'-0” Outswing Aluminum French Doorsa. " *I�M.I."* app loved ore 06/06/13 and expiring on 06/05/18. • .. .. .. .. ...... . . Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.47 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-3 MIAME•DADE MIMMI—DADE COUNTY 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) ,vn,Nv.nrianridn'de.eov/econoniy 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 tbeh•1urisdic9pp.WER reserves the right to revoke this acceptance, if it is determined by Miami-Dade CBuury f roduc t Control ...... Section that this product or material fails to meet the requirements of the applicable btrildip"ode.•• • This product is approved as described herein, and has been designed to comply with•rho I lorida BVrilding so. •• Code,including the High Velocity Hurricane Zone. 0*see .....: DESCRIPTION: Series"HS--8700(Flange.Frame)"Aluminum Horizontal Slidin Wiudowo-L.1I. ..... APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horn-A&tar Rollj T*1%nge `•••• Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B", 4 a Q111/1 1, pj•epared •� by manufacturer, and signed and sealed by Thomas J. Sotos,P.E., bearing the Miadli Dace County Ploduct • •� Control Revision stamp with the Notice of Acceptance number and Expiration date Jfy,the 14iailSi bade . • .. . 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. !4� RENEWAL of this NOA shall be considered after a renewal application has bee`i`rfirled.and there has been no change in the applicable building code negatively affecting the performaiiee ohhis 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 p1 ss:Misuse of this NOA-as'N•tii4ridorsement of any product, for sales, advertising or any other ptu•poses'shall•.automatically terminate thi*M Failure to comply with any section of this NOA shall be eaus 114 flnatton and removal of.AA. ADVERTISEMENT: The NOA number pre pd'a b }+ ttie;wdrds Miami=Dad6,?,Cg0ht ,� ida�; nd followed b the expiration date may be dis dylailverfisin ' literatiri,e.'If an `; okioriY'gftfe OA is Y p Y p 4 k g p` " A <J displayed,then it shall be done in its entirety. ,j �` ..�� ? ,r INSPECTION: A copy of this entire NOA sh `�be proyrdedtostive; is t 'ar artutachuer or its distributors and shall be available for inspection at they'ob srte'at.the.r'ec ted o6ttie iiU- Official. This NOA revises NOA No..12-0127.08 and consists t]lis"page, ahcfxevrdence,ptges E-1, E-2 and E-3; as well as approval document mentioned above. ' The submitted documentation was reviewed by Jaime D. eon;!': : . NOA No.147090,$,.14 MIAMI•DADECOUNTY Expiration Date: Aprit11,2017 Approval Date: November 13,2014 Page 1 0000.. • • 0000.. .. • 0 0.0 • 0000 0000.. 0000.. • • 0000.. 0000.. 0000 00009. 0000 0000. 0 , •• • ,..... 0000...... � ,• .. • .. . 0000.. . . 0000.. 0000.. goo .0800. 0 .. 0000 F'o D c o� co� a A o c G 3 VZ o 00M. # & -0� Z 0 AV lba 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 under previous NOA No. 11-0705.10) :...:. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading;Bgr T�PC '114�.;02-94•••; • along with marked up drawings and installation diagram. of •8.4ecimeras.:. of an aluminum horizontal sliding window, XOX (1•/4-,:4/2, 1/4• and 1��, • 1/3, 1/3) configuration, prepared by Hurricane Engineerirw4'&'•Testier Jiae., Test Reports No.'s HETI-10 3047, HETI10-3053, HETI-1Q;3V.7, HETI-10--313p...e HETI-10-3223 and HET-10-3225, dated 03/23/11, signed aec�x6aled b�bvj&dido- ,... Font, P. E. (Submitted under previous PIUM No. 1l 0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS ' 01-Y4 •• • 2) Cyclic Wind Pressure Loading per FBC, T'AS'203-94 .... 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-10-3048, HETI-10--3049I, 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. (Submitter)under previous NOA No. I1-0705.10) 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-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705.10) 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-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 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 Hurricane Engineering & Testing, Inc., 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-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font,P. E. (Submitted 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,711A •103-94�.... ; 6) Forced Entry Test,per FBC 2411 3.2.1, TAS.2o2-94 '....' ....:. along with marked up drawings and installation diagrarrr v4.8 specimens of; aluminum horizontal sliding window, XO configuration, pr'erdred b} .Fehestrati'on Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FI; ,YR98 aril FTj-,334*;66- dated 12/06/01, 12/11/01 and 01/28/02, all signed and scaled by WS•ZAntomio••• Figueredo, P. E. (Submitted undPVNft No. 02'-0227.05) •. . . . . ...... C. CALCULATIONS •'•"' 1. Anchor verification calculations and structural analysis, complying-411 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 tinder previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04109 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 Calor Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51" 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 cinder 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 under 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-S.3051. HETI- 10-3052B, HETI-10-3053, HETI-10-3056, HETI-M-3097,�. MTI.10--3Vd*: HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-JAaiulTI-jAm:. 3226, all issued by Hurricane Engineering & Testing, Inc.,4&A611/09/10, 03/23yjj..: and 04/25/11, signed and sealed by Candido F. Font, P. E. .**'*. :. .:. • .... . ..... (Submitted underprevious NOA No. 11-0 705.10) 0 09;900 6. Laboratory compliance letter for Test Report No. HLT111D-3291 j-'irssued.bF••• Hurricane Engineering & Testing, Inc., dated 04/25/11, sigl:Cd VW- sealed•by Rafael% E. Droz-Seda, P. E. (Submitted under previo irs NdA N f-Pi-8705.1 bj**, 7. Laboratory compliance letter for Test Reports No.'s HAV08-2033,.HETI-08'- 2034, HETI-08 2035, HETI-08-2036, HETI-08-2037, HETI-08-72058: 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, FTL-3098 and FTL -3364, 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. (Submitted under previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 124127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal .Sliding Window - LKI.", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-3 R C ��,�,� � 112016 •: M;AMI•DADE $Y- (1�� I-DADE COUNTY,FLORIDA ® tT('786) DUCT CONTROL SECTION DEPARTMENT OF REGULATORY r�ND ECONOMIC ) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 315-2590 F(786)315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries,Inc. 8501 NW`90`h Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority 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 Miamiw-Dad0 Counrj"Serve •• the right to have this product or material tested for quality assurance purposes. If tfi"product or.aWerial •• fails to perform in the accepted manner,the manufacturer will incur the expense of sttolrtxting ar c&Qje.AHJ may immediately revoke, modify, or suspend the use of such product or material Witi tetheir jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-.l)'dt 8.CounJy.JPjJ)&ct • Control Section that this product or material fails to meet the requirements of the appli'cabl'e building code. '•;••• This product is approved as described herein, and has been designed to comply wig Ze%Flori&-Rwilding ""• Code,including the High Velocity Hurricane Zone. 0000.. DESCRIPTION: Series"4200/6200 Flange-Frame"Aluminum Fixed Window 0-LVI. o 9 0000;• 0000.. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-4240-6190 Flang-Frame ;0 0 0 0 0 Impact Fixed Window", sheets 01 through 05 of 05, dated ;02/21/12 with revision*"A't dated 0� 18/14, ' prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., beating the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. 1" MISSILE IMPACT RATING:Large and Small Missile;Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's natneN� l state, series, and following statement: "Miami-Dade County Product Control Approve y,I% noted herein. RENEWAL of this NOA shall be considered after a renewal application l�s�41y.,,I� ` ,ad Therehas beno change in the applicable building code negatively affecting the performanr� ,lt'ts.pro`du TERMINATION of this NOA will occur after the expiration date or if thgde k 66 n a revision or change f in the materials, use, and/ or manufacture of the product or process. Mitais`' 10A as an endorsement of any product, for sales, advertising or any other purposes shall Lit a1N4y-Wminate this NOA. Failui' to comply with any section of this NOA shall be cause for termina ' imaval of.NOA. ADVERTISEMENT: The NOA number preceded by they wo Dade,,,C6unty, Florida, and followed by the expiration date may be displayed in advertise to <ariy portion of the NOA is � � displayed,then it shall be done in its entirety. , ; .6 "4 ""% / INSPECTION: A copy of this entire NOA shall be provided to r Rli,tile-mea ifac[firer or its distributors and shall be available for inspection at the job site at the reques dieellililding`Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evid`iM kpages Eft,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.'E: NOA No. 14-0908.18 MIAMt•DADE COUNTY �'ls, Expiration Date: August 22,2017 Approval Date: December 11,2014 Page 1 0000.. 0000.. • 0000 .. 0000.. 0000 0000.. • 0000.. 0000.. 0000 •0000• 0000. . 0000 0000.. 0000.. 0000.. 0 .. .. • 0000.. 0:0000 . 0 . . 0000.. • .. • 0000 �� QQ E►�21!' ". Xb�e1 cce��• m a eb `o Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an arch-and a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated_ 03/05/12, signed and sealed by Rafael Droz-Seda,P. E. (Submitted under previous NOA No. 12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin-flame fixed window, prepared by Hurricane Engineering & Testing; Inc., Test Reports No.'s HETI-092614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HEKI-.q9 2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580*attd dated 07/10/09;••;• all signed and sealed by Candido F. Font,P. E. •• •• �;• (Submitted under previous NOA No. 12-0307.06) • 3. Test reports on: 1)Uniform Static Air Pressure Test,LoadingrWF13C, 71!1 .�&2-940000: along with marked-up drawings and installation diagram• of a rectangultM". fin-frame fixed window, prepared by Hurricane Engineerh*g.& `Y�4ftj, Ind„•:• Test Reports No.'s HETI-09-2613, dated 09/04/09, "TI-09-2611, dated .* 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2551, dated 0741Q/,09 arid••:- HETI-09 2579, dated 07/10/09, all signed and sealed by Can;jooet. Forit�P. E. :.... (Submitted under previous NOA No. 12-0307.06) • 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) Jaime D. Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda,P. E. (Submitted under previous NOA No. 03-0327.11) 6. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and sealed by Hector Medina,P. E. (Submitted tinder previous NOA No. 02-0701.01) 7. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—flame fixed window, prepared by Ijurricane Engineering & Testing, Inc., Test Reports No.'s HETI-024158, daltr 04/08/02,.... HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 027'11;02, aj}sigi4ed and •• sealed by Hector Medina, P. E. .... ...... (Submitted tinder previous NOA No. 02-0 ;••••; .... . ..... C. CALCULATIONS "'••• ••••• 1. Anchor verification calculations and structural analysis, ;jQ0121ying •A*11n FBC,"" prepared by manufacturer, dated 03/01/12, signed and sealld by:Thomas J. SotQg,..:. P. E. (Submitted under previous NOA No. -12-0307.06) "" • 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). ye;c��— Jaime D. Gascon,P. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date; August 22,2017 Approval Date: December 11,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5'h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas L Sotos, P. E. (Submitted under previous NOA No. 12--0307.06) 4. Statement tetter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07110/,09,, HM 000 25&1,.... dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09'2580, dated*07/10/09, •, HETI-09--2613, dated 09/04/09,HETI-09-2611, dated 091Q,4JOQ , 1100 09-25$5; dated 07/10/09,HETI-092581, dated 07/10/09 and HETI-0941579, dated 07/10/(i9'..; all issued by Hurricane Engineering & Testing, Inc., signed arta Staled 1;*0andido•F;•• Font, P. E. (Submitted underpreviou�1� ANo. 124307.0 1 6. Laboratory compliance letter for Test Reports No.'s HETI-12110 dated,03/05/12, ,• HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01;30703, 1IETI-43-1779x.% dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1.77.7, dated 01/30/03,,,; HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 61/303 41 issued ' by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D. Gascon,P. E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-3 74 000' SERIES--4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME WINDOW81WIDTH � y A D.L. OPG. 12' MAX, o A A APPROVED WINDOW ELEVATIONS (L_M.IMPACT) TYP. cD z � 0 MAX. TYP. M I AT CORNERS Q to V, A n u 52 A rn a WINDOW HEIGHT " WINDOW HEIGHT H =====R===== ====aF===== � p u7 WINDOW HEIGHT ii - ii 12' MAX, -1 LZ30 Z Lj ii ii TYP, 3 o (U° , LAS Z i= H A WINDOW LEG'HT. o p �� / ii D � Z Q ., IDTH Q O�J Lr) i'i / ii ttn W 2 ►'�., (�+ w N WINDOW WIDTH WINDOW WIDTH A II II 00 7 tl '�' C) of QUARTER-ROUND ELEVATION Z C �i it PRODUCT REVISED P p HALF-ROUND TYPICAL ELEVATION ARCHED PICTURE WINDOW 3 _____a----- ---=aF -- as complyingwkkthe Florida W C'2 Building Code I li I I Acceptance No —09v .. L ' do Do �^ ' [� N '1 Hy Gam/ W DU ,vliaml bade-Product C011lfo U C7 wlNDow HEIGHTEXT. R INT. FALSE COLONIAL z WINDOW HEIGHT w NDOW HEIGHT TYPICAL ELEVATION MUNTINS ARE APPLIED W/ Fi '~a z TESTED UNIT wi SILICONE AND ARE 5 H NOTE: AVAILABLE AS OPTIONAL, Gz. WINDOWLI MAXIMUM GLASS AREA TESTED APPLIES TO CrC o \_/ L WIDTH WINDOW VIDTH GLASS TYPES: E, F, J, K AND L. - SEE U) o w WINDOW WIDTH DESIGN LOAD CAPACITY TABLES ON SHEET 4 � w A HEXAGON TYPICAL ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TYPE. WINDOWS ARE L.M. IMPACT HN 614 I RECTANGULAR TYPICAL ELEVATION SQUAR - OW EL MIAMI-DADE COUNTY APPROVED W O O SHUTTERS NOT REQUIRED o a • • General Notes: � • ••� I WINDOW HEIGHT WINDOW HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS ••�• WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE .•• • L ••• LEG HT. VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. ' WINDOW .(SHUTTERS NOT REQUIRED) • • "'_DrH 2. WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING ••• •0 ••• i •.� • FULL ROUND TYPICAL ELEVATION WINDOW WIDTH ) :..: :m • 5 WINDOW VIDTH RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS y.� • OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ••• o RECTANGULAR TYPICAL ELEVATION :• • �ta`+ • W•• SQUARE PICTURE WINDOW ELEVATION 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . G ..• y 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE t ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND lu TO BE REVIEWED BY BUILDING OFFICIAL. 0 0 WINDOW HEIGHT WINDOW 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND v HE GH1L� -A WINDOW HEIGHT FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; L Lj) -I LEG HT. (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). d z z J L 8.) WINDOWS WITH GLASS TYPES "B C F OR G" INSTALLED ABOVE 30ft. IN THE HVHZ THE wINDDvL WINDOW WIDTH I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT WIDTH FBC-2014. Section . . . LEGGER EYE BROW ELEVATION WINDOW RESISTANCE REQUIREMENTS WIDTH ( � Sti2411337)• OVAL TYPICAL ELEVATION 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. QUARTER-ROUNQ ELEVATION 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE , 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED �5 ..a 3oo: (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) O;•• °es f ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 'n SHAPES AS SHOWN, CAN BE VERIFIED N O WINDOW HEIGHT BY INSCRIBING PICTURE WINDOW SHAPE 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. .� WINDOW HEIGH WITHIN A SQUARE OR RECTANGLE, AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS w '�° kn SHOW IN DOTTED LINES AND OBTAINING USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE ALLOWABLE LOADS FROM THOSE I WINDOW SHAPES. PROVIDED PERIMETER LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE o VIDTH •, WINDOW WIDTH FASTENERS ARE AS DESCRIBED HEREIN ENTIRE MULLED SYSTEM. FOR SIZE AND SPACING. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. s +1 OY® �' OCTAGON TYPICAL ELEVATION "ELLIPTICAL" TYPICAL ELEVATION 13.) ALI, METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BElew° E PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG.. CODE. Q A #14 S.M.S. W/ 1 1/4' #14 S.M.S. W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIN, EMBEDMENT INT❑ WOOD. :, . .., ,PT. WOOD BUCKS MIN. EMBEDMENT INTO WOOD. & TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) (SEE ELEVATION AT SHEET #1 i CSEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) W FOR MAX, FASTENER SPACING) 1/4' MAX INTERIOR SILICONE ADHESIVE ° p 0 p SHIN SPACE V MIN. F INTERIOR FINISH DGE DISTANC ID BEDDING COMPOUND to {� Z Z a NOT BY LAWSON INDUSTRIES, INC. LAMINATED LASS ' r- � ---------------------------- INTERIOR MIN' TAPCON W/ 1 1/4 M I Or .,.: <. 4:, ..;:..-:- :,::`. '• °' (SEE£ELEVATIONMBEDMENTIATOSHEET #1 v~i o - EXT. GRADE FOR MAX. FASTENERS CING) W � CAULK { ° rn Cr o 2X 2X ------ _ 3 v 44 w 4 v.:, Z V] E--� 0 h EXT. GRADE BACK BEDDING O z W Z 1 1/4' MIN. - - - - - _ 1 1/4' MIN, J Z C V F ...{ TO BE APPLIED BEHIND A 1 p Q _ _ _ _ _ _ _ _ _ _ _ _ _ EMBEDMENT O 17 A U p WINDOW FRAME FLANGE BY ca MBEDM N W 2 Q+ W (�) WEATHERPROOF W - _ - _ - - _-- - - --- - - l 1/8' MIN. 0D m 0- INSTALLER (TYP.) .. v MOISTURE BARRIE ; 1 - _=a-_____ a EDGE DIST NCE HY OTHERS CTYP. i! ° - U1 O 1 1/4' MIN. - - - - - - - - - !� ! i i `� c: ° �• W PO4' co EMBEDMENT -------- - 8 i� i i i �� d U if ij I I '�` i' (V EXT. GRADE O EXTERIOR O a; a �+ 4YfaYaS�fKlIXEKe'.Yfa4'ffflfKlKff! fl II I { �.C, - Y CAULK G- Ef[{iiit4lEKEktf _-,, i -.-4�-• '0EXTERIOR EXTERIOR GRADE H PERIMETER CAULKING l N EXF, GRADE PERIMETER �f CAULKING NOT BY -WINDOW FRAME WIDTH ^ � O 'LAWSON OIT TOBEAPPLIED BY OTHERS C JAMB (TYP.) to V MIN, #14 S.M.S, W/ 1 I/4' 1/4' TAPC❑N W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO DGE DISTANC MIN. EMBEDMENT INTO WOOD. MIN, EMBEDMENT INTO CG C, EXTERIOR GRADE PLYWOOD SHEATHING (SEE ELEVATION AT SHEET #1 (SEE ELEVATION ATEET #1 d W 00 TO BE SPECIFIED BY ARCHITECT OR G.C• FOR MAX. FASTENER SPACING) C4 to u (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENO SPACING) 7P.T WOOD UCK*,N❑T BY LAWSON IND, N � O P NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE j 1 1/8' MIN. MUST SUSTAIN IMPOSED LOADS 10 CAULK D •• d, WOOD FRAME INSTALLATION DETAIL 1 1�4' MIN, .'I' V v o • a 1 1 4' MIN, ••• •G] • EMBEDMENT �: ) z c e d-, v a o AEMBEDMENT- .v a d ••• •• ••• {{W-I• • W... I cq li , A .. . m !! £XTERIPR GRADE ! • o :•• •• ! " PERIMETER CAULKING ' • •`� • !i ;! i ! ;! • .o • • 00 0 5 i is • • q 4 y 1: SILICONE ADHESIVE c, BEDDING COMPOUND °o �0] �0] ! !I 11 = I II V 4 9 i t II 10 ! EXTERIOR INTERIOR < WINDOW INSTALLATION NOTES: " 1/4' MAX. ? 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. SHIM 3 . LAMINATED GLASS GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE TYP 14 BY WINDOW INSTALLER (TYP,) 3 ii 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO t 1/4' MIN O i �e915�t11�llgggg BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK EMBEDMENT ! Iy'•°�:•• „�A�A�BY ❑THERs (TYPJ EXTERIOR GRADEPERIMETER CAULKING - ° "� • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR EXT. GRADE MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. CAULK 0 Ob• � 1A ..n.� ANCHORS NOTE: 1 BY OR 2 BY -~` t WOOD BUCK d1 A bOb '.•P ,ULT1�EVISFD yr �v v ° 1 1/4' MIN.scol ,1yAiyiAtk(heFlorida ANCHORS TO BE #12 SMS OR WD. SCREWS INT❑ WOOD, OR ° a o.m ' • !.'*•' a d EMBEDMENTPuildi4u,Code /�p 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., a �d. a., e v •4f{OL''.pl nsvldo ~O 0a. WITH A MINIMUM OF 1 1/4 PENETRATI❑N INT❑ WOOD OR .I ^ // I CONC, AT 12' OZ MAX, � F ,4ialni132.40 Product conlro A LAMINATED INSULATED GLASS COMPOSITION TYPE B 5/16" LAMINATED GLASS COMPOSITION - TYPE A SILICONE ITEM DESCRIPTION DETAIL SCHNEE-MOREHEAD SM 5731 ITEM GLASS DESCRIPTION ,. �3 DETAIL DOW CORNING 899 0 � 1 1/6' ANN. GLASSTREMCO SPECTRUM 2 o O 1/g• :_ _ _ ____. � i 1 1/8' ANNEALED GLASS .vg• --- ---- 2 0.090' SAFLEX PVB-S❑LUTIAr ® 1/4• a„5, 2 0,090' BUTACITE PVB-DUPONT 0,090• �• _ -- - � A to z 3 1/8' ANNEALED GLASS 3 1/8' ANNEALED GLASS 1 2 0.340' -� Maj 4—# 10.34Q' 4 1/4' INSULATED AIR SPACE f 5 0m) 1/8' ANNEALED ❑R TEMPERED GLASS + f 5 16” LAMINATED GLASS COMPOSITION - TYPED 8 �� iii LAMINATED y a (oo �' W o MONOLITHIC o A LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION ' Q1 0 'n � �3 DETAIL �� I�. 1 M !s, t~ 1 1/8' HEAT-STRENGHTENED GLASS .1/e' :.-.--_.:_:_.---_.:_— 3 `� �j A GLAZING STOP ITEM DESCRIPTION DETAIL 0.090• Z w c O U 2 0.090' BUTACITE PVB-DUPONT 1�, -__:_ -__: 4 0 - 1 1/8' ANNEALED GLASS 3/16' ___= Z- I I 1 2 o,3aa• Q CIRCULAR WDWS. Q i = a z 3 1/8' HEAT--STRENGHTENED GLASSCQ 2 0.090' SAFLEX PVB-S❑LUTIA I ® .1/4• coo M d fit- a»s• 3 1/8' ANNEALED GLASS Ire' = 3 4 07 0 a _----- -- 4340' 13 32 LAMINATED GLASS COMPOSITION - TYPE E LAMINATED LAMINATED 4 1/4' INSULATED AIR SPACE - ___-_= MONOLITHIC MONOLITHIC W A CQ 5 Cx) 3/16' ANNEALED OR TEMPERED GLASS ITEM GLASS DESCRIPTION 1 3 Cq DETAIL ¢ o 1 3/16' HEAT-STRENGHTENED GLASS o.090'1/L8, _______- __------------------_- N �+ w 0 LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVB-SOLUTIA 3/16 __:-__'._: .'_0._'._4- --''----"----"-"-"-"-'-" _-_._:_._._._"_:.......... -"-`-" _.__. . _-- -- - - - --- - U W .. .. . . .. . .. . ITEM DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS } 1 2 0.406' u L 1/8 HEAT-STRENGHTENED GLASS k }} 2 0.090' BUTACITE PVB-DUPONT 1 - I 7/16" LAMINATED GLASS COMPOSITION - TYPE H o.so0 0.600' 4 t/4' GLAZING DEPTH GLAZING DEPTH 3 1/8' HEAT-STRENGHTENED GLASS AM ITEM GLASS DESCRIPTION 3 DETAIL j O W 4 1/4' INSULATED AIR SPACE t/i" =_ ___ • 42006200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY -PSF 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY-PSF WINDOW DIMS. GLASS TYPES WINDOW DIMS. GLASS TYPES WIDTH ILENGTHI A B C D E F G H 1 J K L WIDTH LENGTH A B C D E F G H I J K L on.) (in.) +/-DP +!-DP +l-DP +/-DP +!-DP DP +/-DP +I- DP +I-DP +/-DP +/ DP +l-DP (in.) in.) +l-DP +1-DP +l-DP +/-Dp +/-DP t/-DP +/-DP +l- DP +/-DP +/-1) +!-DP +I-DP o A A 24" 68 68 __69 _68_- -65—,6R--_68 68 _-68—,_78_ 65 68 19.118 68 68 68 68 65 68 68 68 68 78 65 68 (to D � z a 68 68 68 _ 68 65 68 68 68 68 78 _ 65 68 26-12" 68 68 68 68 65 68 68 68 68 78 65 68 M oo 36' 68 68 68 68 65 68 68--68 68 78 65—68 3T' 26" 68 68 68 68 65 68 68 68 68 78 65 68 ro 1 ,� 42" 36" 68 68 68 68 65 68 68 68 68 78 65 68 48" 68 68 68 68 65 68 68 68 68 78 65 68 a of w 48" 68 68 68 68 65 68 68 68 68 78 65 68 0 �° A o 54" 68 68 68 68 65 68 68 68 68 78 65 53-118 68 68 68 68 65 68 68 68 68 78 65 68 60" 68 68 68 68 65 68 68 68 68 78 65 68 19-119, 68 68 68 68 65 68 68 68 68 78 65 68 a) p n q 26-112" 68 68 68 68 65 68 68 68 68 78 65 68 24" 68 68 68 fie 65 68W. 68 68 68 78 65 68 3T' 38-3/8" 68 68 68 68 65 68 68 66.2 66.2 78 65 68 3 v x. 68 68 68 68 65 68 68 68 68 78 65 68 49' 68 68 68 68 65 68 68 63.8 63.8 78 65 68 Z w o p y 36 68 68 68 68 65 68 68 68 68 78 65 68 53-1/8" 68 68 68 68 65 68 68 63.8 63.8 78 65 68 o Z q d o 42' 48" 68 68 68 68 65 68 68 64.7 58.3 78 65 68 ,� w = ti Q, N 19-1/9, 68 68 68 68 65 68 68 68 68 78 65 68 48" 68 68 68 68 65 68 66 56.6 51 78 65 68 00 M a lk 26-1/2' 68 68 68 68 65 68 58 68 68 78 65 68 c� I 54" x x x 68 65 68 68 56.6 51 78 65 68 0 60" x x x 68 65 66 68 x x 78 65 68 3T' S0 5/8" 68 68 68 68 65 68 66 66.2 66.2 78 65 68 �zi W Co 24" 68 1 68 68 68 65 68 68 68 68 78 65 68 � p 48' x x x 68 65 68 68 x 51 78 65 68 30 68 68 68 68 65 66 68 68 68 78 65 68 53-1/8" x x x 68 65 68 68 x x 78 65 68 1r to 35' 68 68 68 68 65 68 68 68 68 78 65 68 19.118 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2 68 68 68 68 65 68 68 68 68 78 65 68 Cq 42' 60" x x Cq x 68 65 68 68 64.7 58 3 78 65 68 W R. 48' x x x 68 65 68 68 x x 78 65 68 3T' 58" 68 68 68 68 65 68 68 x 66.2 78 65 68 54" x x x x 65 x x x x 78 65 68 , x x x 68 65 68 68 x x 78 65 68 U C'3 0 60 x x x x 65 x x x x 78 65 68 53118 x x x x 65 68 x x x 78 65 68 'z z W 19-118 24" 68 68 68 68 65 68 68 68 68 78 65 68 68 68 68 68 65 68 68 68 68 78 65 68 � 30" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 44 3T' 63" x x x 68 65 68 68 x 662 78 65 68 O 35' x x x 68 65 68 68 65.5 68 78 65 68 4g' x x x x 65 68 x x x 78 65 68 (� 42" 72" x x x x 65 66 x x x' 78 65 68 O � 53-118" x x x x 65 68 x x x 78 65 68 Cq 48" x x x x 65 x x x x 78 65 68 w � 54" x x x x 65 x x x x 74.7 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 88 N R 60" x x x x 65 x x x x 72 65 68 26-1tZ' 68 68 68 66 65 68 68 x 68 78 65 68 O 24" 68 68 68 68 65 68 68 68 68 78 65 68 3T' 74" x x x 68 65 68 68 x x 78 65 68 30" 68 68 11 68 68 65 68 68 68 68 78 65 68 48" x x x x 65 68 x x x 75,6 65 68 • w �, 35' x x x 68 65 68 68 64.9 68 78 65 68 53-1/8 x x x x 65 68 x x x 72 65 68 •••',� I • 42' 74" x x x x 65 x x x x 78 65 68 19-1/8" 68 68 68 68 65 68 68 68 68 78 65 6B •• En 48 x x x x 65 x x x x 756 65 68 26-1/2" 68 68 68 68 65 68 68 x 68 . 78 65 68 W 54" x x x x 65 x x x x 71.5 65 68 3T' 74-1/4" x x x 68 65 66 68 x x 78 65 •� •• ••• 60 x x x x 65 x x x x 687 65 68 48 x x x x 65 68 x x x 75.2 65 • N • ••• 24" 68 68 68 68 65 68 68 68 68 78 65 68 53118 68 68 68 x 65 68 x x x 71.6 65 " . ....:. 30" x x x 68 65 68 68 68 68 78 65 68 • "'- W, 84" x x x x 65 68 x x x 78 65 68 ..•• • • ,� ••� 42' x x x x 65 x x x x 78 65 68 .. s m 48" x x x x 65 x x x x 73.5 65 68 •U •• • I •• 24" 68 68 68 68 65 68 68 68 68 78 65 68 •••• •4 I �• W. x x x 68 65 68 68 x x 78 65 68 • •^ •o•:• •o x x x 65 x x x x 78 65 68 ••• •ease rca. • 42" x x x x 65 x x x x. 76.8 65 68 m •• • • 4 q �+ w •• • 24" x x x 68 65 68 68 s8 se 78 65 ss Notes (*� 30 108 x x x x 65 x x x x 78 65 68 a o 35' x x x x 65 x x x x 74.7 65 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. u 24" x x x 68 65 68 68 x x 78 65 68 2,) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED '> 30 120 x x x x 65 x x x x 78 65 68 rr z x e 35' x x x x 65 x x x x 74.1 65 68 ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT � d RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). } .I%*ate Pitt,, oor cm o LLI PRODUCT REVISED u� 3 as oomplyiog with die Florid4 BON- BLrI1d %Code O . /� Q z A=pt>mce No NOTE: a`•ro� WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ' VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. N41am ede Pre c A • . r BILL OF MATERIALS X v+• PN SMS4 PER STRAP FRAME JAMB 4 P ALTERNATE FRAME HEAD 1/B•ALUU Mus FASTENED FROM rNSIDE TO m ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS OUTSIDE OF FRAUES c O 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063—T6 — 1/2•X 3-1/22'sr 8' � 0 A Z A P 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - a U' No 'n A o 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063—T6 — o co ,n 5 L-7711 4 GLAZING BEAD (5/16" GLASS— INSULATED) 6063—T6 — 6 L-6211 4 GLAZING BEAD (7/16" GLASS — INSULATED 6063—T6 — ®\\\� 3 > ME- d r 7 ff8 X 3/4" 2/ CORNER ASSEMBLY SCREWS — P.H. PHILLIPS \A \ ^ J z `�, �® p FRAME SILL or HEAD O O Tntix A PA g o N 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WOWS. 6063—T5 — FRAME A"" \� �B 7 00 o VWS-004 AS READ. GLAZING GASKET SOFT PVC — 0 7 RECT, OR SQUARE WINDOWS W a Cq 10 * AS READ. GLAZING SILICONE * — 1YPICAL CORNER CONSTRUCTION CIRCULAR WINDOWS a W 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" OR MITER CORNERS Lx, A CV 12 812-25H-357 AS REQD. "TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE O O N o FRAME RADIUS JOINT FRAME END CORNERItz Z C z WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS D w 2.643 SEALANT: Wo .310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED 01 p� 1,281 HSEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR W 1 w '040 281 SILICONE O .781 .TYP 062 . 391 .050 808 TYP. ` ••�" O a • .773 I�1,509 2 GLAZING STOP •••"'• •+'Q� • "• • FRAME HEAD/SILL/JAMB (5/16" GLASS) PRODUCT REVISED • 000090 as complying wilh the Florida "' N �r • 310 Building Code /}�/ •••• • • ' '�" Acceplance NO • �/�. ••'• ' ••' • '+ •\•• I • Expi n aw Q/t"} •••• •v • cv o • 040 .040 SEE MULLION APPROVALS FOR r +T • �o • • •• .850 1 850 ---r.250 MULLION TYPE, SIZE AND MAX. E�.--�---- `� ••••• a DESIGN PRESSURE LIMITATIONS. .050 _�2 .050 —� ALUMINUM MULLION YLamlDadcPrO uctControl ; •00 .y • TYP. TYP, SEE MULUON APPROVALS FOR • 773 (ALUM. 0,078" MIN. THICK) MULLION TYPE, SIZE AND MAX. ° •• ' 773 # 12 X 3/4' S.D.S. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FLAT HEAD, PHILLIPS, v O o 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) THE WINDOW OR MULL SHALL GOVERN ------- AT 12' O.C. MAX. INTERIOR NOTE: THE LOWER PRESSURES OF (3/8" & 13/32" GLASS) i '+~i 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN y SHIM ) z x a 310 ,050 •050 INTERIOR .850 •145 ,992 DSO 0 2 i i� , # 12 S.D.S. X 1 1/4" L. TYP, i` ' AT 12' D.C. MAX. ,050 TYP. Li I I 1 .684 L 800 I NOTE: 5 6 , 1. ALL STEEL IN CONTACT WITH INSULATED GLAZING STOP INSULATED GLAZING STOP „ ;, , ALUM. TO BE PAINTED OR PLATED. y0 ��......•�, W/ 5/16" LAMINATED GLASS W/ 7/16" LAMINATED GLASS --..-..---- - i i i i I 2. METAL STRUCTURES: Q� --- --------- - i= �; -------------- -- I -.,-..- - - - A) STEEL : Fy = 36 KSI MIN. ,050 ----- (STEEL 18 GA. MIN. THICK - 0.048") NZ1/ C4 O may. TYP-11-- ��-- J B) ALUMINUM : 6063-T5 MIN. �j m Ln (ALUM. 0,078" MIN. THICK) r IF! 1^ .BOB EXTERIOR WINDOW FRAME PERIMETER WINDOW FRAME E2 SEALANT EXTERIOR EXTERIOR GRADE E L 8 ,4661 PERIMETER CAULKING , ' ••.. •••f a04 •.. l GLAZING STOP (CIRCULAR WDW.) FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL a ��:�; vI o o w E A A Al A Al General Notes: to �r 0 0 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE o REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGHto o q Z VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT �_ to IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) M 00 t o 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. om o 0 ^ 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON of o �+ ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 W z `V (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. Zw C q z g g1 B 81 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o o z ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 0'no � n=. Z o T0.BE REVIEWED BY BUILDING OFFICIAL. w rn 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES NOTE: ox X0 TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE z zAz o 1) REFER TO SHEET 2 OF 10 FOR INSTAIIATION`ANCHOR DETAILS AND NOTES. � a 6 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B� SHEET &.B1" REFER TO SHEET #3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE S #6, 7 or 8). 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, &aE'`REF.ER TO SHEET #4 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 3OFT. 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND-N ETO ETO S" �� IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. O 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 6.) SEE SHEET 9 FOR GLASS TYPES. z 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. (2 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. •• o I-.. • 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE 'XOX WINDOWS. ••• Q o , 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. aw• • 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE ••••• ••1E., 0 :�. \� D E 14.) WOOD BUCKS IN CONTACT WITH CONCRETE .MUST BE PRESSURE TREATED AND ANCHORED ••.•• � •�� q,,,,, 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 �••�� B B 1 24 SECTION 11.3.3.3. , ' • 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. y •••. 16.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. ~ 17.) MULIJNG HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED • XOX —Equal Lite (113-1/3-1/3) WINDOWS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT o NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE o 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. (U Nuri mo 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 pq � o 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al ,° 0 d o z F' do 4p IA B B1 U.IQ kD 6-•• pal XOX -- N Lite (1/4-1/2-1/4) a p NOTES: � W rP > Ln 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. PRODUCTD ' 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bl" REFER TO SHEET #3 as contpiying%vidi ~ �•('1 �viUt lite Florida '-- 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 Building Code 44 4 REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. AcceptanncellN� O�•�� <C SERIES--8700 HORIZONTAL SLIDING IMPACT WINDOW 211-17 ;, 4 ,P %By APPROVED ELEVATIONS Aiarni ade Product Control A TEST UNIT SIZE: 111" X 63" 85 3/8' OVERALL FRAME WIDTH TEST UNIT SIZE: 74" X 63" 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS* 73' INTERIOR FRAME WIDTH O (A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A) 6 AT FRAME HEAD TWO ADDITIONAL ANCHORS ai (14 AT FRAME HEAD IF DP ABOVE 70.0) REQUIRED AT MEETING RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 REQUIRED AT MEETING RAIL5 p A FOR UNITS WITH DP ABOVE (B) 6 AT EA. FRAME SILL FOR UNITS WITH TA ABOVE (B) 10 AT EA. FRAME SILL A Al +/- 70PSF (4 TOTAL) +/- 70PSF (4 TOTAL) � q z (14 AT FRAME SILL IF DP ABOVE 70.0 / ' S' (8 AT FRAME SILL 1F DP ABOVE 70.0) A Al 5' �, } to.78t' MAXAt 1.375' (C) 5 AT EA. FRAME JAMB 54 4 1/2' 4' 14'1 M °0 (C) 5 AT EA. FRAME JAMB MAX. O.C. 4' , rAV�x. Q:� � •SEE GENERAL NOTE #3 & #4. rM °• , r(MAX. O.C. M ,� E—i o •SEE GENERAL NOTE #3 & #4. I rrPIGL AT 5' /�L C CAL AT CORNERS) V) q 1 AL CORNERS) � � � ,� � � N � I 4 I' 'I MOx. D.L.O. Widt Max,; D.L.O. 'Idth I Ma ' D.L.O. 1 idth 3 .� 'Z 24 24 3-- 13 1/4' O.C. , 33-I - 13 1/4' 0•C. Z W 0 HL9 n I i i a\I Lu Uj '� I I min w w fp �i i' r w ii li I pO Q Z O Z S ,I 11 �n �1 w Ld E /' �' =7:7: L__ y 1/4• D.C. f n === =l/=J __=�� (� 1/4' D.C. o ¢ ¢ r I��, i1 t - Q // L �f / •/ IIS 'J `j v O '_ x �// I ¢ -==a4------+cam ¢ pC -==�r------YF==R 13 1/4' O.C. I(------i' / l3 1/4' O.C. 41 �I I; I �, z Of W>o ti o 13 1/4' O.C. � I 'I • • •� or I i •••� • • p Pis • ANCHOR NOTES+ ' ' ' ' ANCHOR NOTES ••• • p• EXT. & INT. FALSE COLONIAL • I. SAME ANCHOR SPACING AT HEAD & SILL MUNTINS ARE APPLIED W/ I. SAME ANCHOR SPACING AT HEAD & SILL EXT. & INT. FALSE COLOMN+t • �j Q••• 2. TWO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED W/• • • ••• W/ SILICONE AND ARE 2. TW❑ ADDITIONAL ANCHQRS REQUIRED •• • • OCi• x AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. AT MEETING RAILS FOR UNITS WITH AV SILICONE AND ARE DP ABOVE +70PSF / - 75PSF (4 TOTAL) AVAILABLE AS OPTIONF�+•• • .7 • 101' WINDOW EQUAL LITE DP ABOVE +/- 70PSF (4 TOTAL) NATE , "XO" WINDOW EQUAL LITE • ' .: x"' 1-SEE'�VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET #3 TEST UNIT SIZE: 111" X 63" 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 NOTES, ( ��OX" REVERSED ) • 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, A1, B, & Bl' AT SHEET #3 •• • •• • INSTALLATION FASTENERS * 111' OVERALL FRAME WIDTH 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 • (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF D7ABOVE 0} TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL DI FORDIRED NITSAWITHETING R DP ABS(14 AT FRAME SILL IF DP ) i/ +/- 70PSF (4 TOTAL) 5 0 Mto (c) 5 AT EA. FRAME JAMB r,,,�: ° SERIES-8700 IORZ0IVTAL SLID�NG-- I�VD©W10 -4 c'jNERAL oTE 3 & . 07g . ' 4 �M""2°°� FL-ASV GE��ZANIE�3fE VATI,0N*S�..�—L-:M--� a10 SEE GE N I ( w 4 S'ALL�CORNERS) sto C +' l I� Mox. D.L.O. Wid Ma . D.L.O. idth s° 24 3/8"� 33 1 13 1/4. D.C. c °i O 0 F- --i Ir sd H '� it 0 a$ j w C '° i' I' r• + z 'n 13 1/4' D.C. y I > J O Al 1� w1/4' O.C. a a a w B B 1 0 I 0 13 1/4' O.C. � '• >.. , at s' a rte.. PRODUCTREVISED ANCHOR NOTES, ' I F17 ju complying with the Florida EXT. & INT. FALSE COLONIAL MUNTINS ARE � �} ° 1. SAME ANCHOR SPACING AT HEAD SILL APPLIED W/SILICONE AND ARE AVAILABLE BuildingCade (rJ' /� Frl 2. TWO ADDITIONAL ANCHORS REQUIRED AT AS OPTIONAL. AccepinnceNO Y8• �+ ' MEETING RAILS FOR UNITS WITH DP „ Ex o ate �•�`aj(;•.� ABOVE +70PSF / - 75PSF (4 TOTAL)' XOX WINDOW — UN—EQUAL LITE 2-0 'y'e,�P.,/ •• ,, h NOTES By ` 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, At, B, & Bl' AT SHEET #3 jiyn]I adCProductControl J�/E' 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 A 1/4' TAPC❑N W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M,S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC, EXTERIOR GRADE PLYWOOD SHEATHING MIN, EMBEDMENT INT❑ WOOD (SEE ELEVATION AT SHEET #2 �"El, ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING)) &ATO BE REVIEWED BY BLDG, OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 2, `OOD BUCK AND FRAMING (NOT_ BY LAWSON NOT BY LAWSON INDUSTRIES INC. 0 1z MIN. +Y r� L q w a EDGE DISTANCE I INDUR-,TRIES) MUST SUSTAIN LOADS IMPOSED r BY THE GLAZING SYSTEM ;;; Tti�Y M 00 in 00 o v a a a fiL N Q Z Z w 4 a" ° v 1 1/4' MIN. ..v 4 1 0 C� 0 0 aQ ° A . dEMB£DMENT rn o In q m 4 ° v � 2X . ,J, ,� W o 177 1' MIN, 3 v Z zo TfY EDGE ANCE z z p H ul CL ao y Z run o EXTERI�R GRADE--/ 1/4' MAX, `may �/4 a Z o 12 SHIM SPACE ;,. �." n v 2X (MIN. EMBED.) o PERIMEtER CAULKING (TYP.) - C:> z . ----------- rn �. 15 ~ p !i EXT, GRADE PERIMETER 1/4' MAX, • • ••• q • o , !! !i !, SHIM SPACE � 15 I' ! �� CAULKING NOT 8Y .. '• p1�1 1' , '� i! !i 'LAWSON INDUSTRIES', CTYP.) ' W•r C/� TO HE APPLIED BY OTHERS 11`II_��II�II 11 .. ••••• Q V ,! li �I �1 II ,1 ,1 II •••• • • v ,1 II II II 11 11 ,1 II • • •• (� :r, CLEAR SILIC❑NE ADHESIVEEXTERIOR i' �' !' !� !� •••" BEDDING COMPOUND INTERIOR w ►'y • T I! i! !! I! ii !I !I ii !i !! ••••• LO � ii �! !; it ii 34 0 1 I W Al I = i EXTERIOR INTERIOR 0 I' " ••• jl ,I II II 11 W !i II ii • • • i•••• q i 1 ALTERNATE DETAIL ZX I! !1 LAMINATED GLASS Q a X aaN " 33 i. woo �� II it ;_ •; i, is ". WOOD FRAME INSTALLATION DETAILcu 6- a i! ii ii ii 1 it ul 27 I: ! WINDOW INSTALLATION NOTES: � O Z i ii ii !! ii ,i ,i ii o y i! !! !i ii z 3 1 i' !1 'i i! !i !i ii 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, s 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE w 28 !' !! BY WINDOW INSTALLER (TYP,) oa • !! i' SILL RISER - OPTI❑NAL �' 0 0 r !i i� r APPLIED WITH SILICONE 2. THE EXPOSED EXT, PERIMETER [IFF THE WINDOW FRAME TO o e SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK U a } SHEETS #4, #5, & #6, BY OTHERS (TYP.) z z z II 2 WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR f 26 I, 26 g 10 32 13 !I I MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ¢ it ISI �jl j 13 ANCHORS NOTE: "" """ �I ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR �11H��ll►J�0 EXTERIO -GRADE ERT. GRADE 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., �� ;t �I3 0.9s. PERIMETIR CAULKING - -=+- . `••' • = -=- CAULK WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD ❑R �,Cj••.••"'••'• �5�l- r �� LL CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) >;4 d n a 1/4' MAX. f d n 6 4 1/4' MAX, [�j N a d• a_ SHIM SPACE' a q a A. SHIM SPACE qO, f; fff Q (TYP)� �' a (TYP,) ,.:. e d 1 1/4' MIN. . : .,V 4 1 1/4' MIN, Ln F� EMBEDMENT ° 4 EMBEDMENT " a" p Com► :.., °. v. a 4. PRODUCTREVISGD I 4 4 d e ° .-4 as complying with the Florida ) 9 4 4 a Buitding Code 1 1/8' MIN. Acceptencal�lo �!!• a�iI •• •f lv II EDGE DISTANCE SILL INSTALLATION DETAIL AT "XO or OX" Q OPTIONAL STA tvtlam! de Product Control 921 I. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) o g BY OTHERS (TYP,) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED o Q w BY THE GLAZING SYSTEM q A a INTERIOR FINISH cn � z (BY OTHERS) Moo o c 21 23 LAMINATED GLASS PT. W❑OD BUCKS Q ori U w o =" o cr P-1 mpU q I/4' MAX, 33 SILICONE ADHESIVE a M 1/4 MAX. 3 .. #14 S,M.S. W/ 1 1/4' _ SHIM SPACE BEDDING COMPOUND SHIM SPACE A z Y W y CTYP.) MIN, EMBEDMENT INTO WOOD , CTYP,) -i z° o Z (SEE ELEVATION AT SHEE2X r: 7 17 34 INTERIOR 3 0 q FOR MAX. FASTENER SPACING) 5 27 ° 'n �`' o 1/4' TAPCON W/ 1 1/4' Py o 1 1/4' MIN. MIN. EMBEDMENT INTO CDNC. d o EM ENT -__-_____- - _ - _ ___ _ _ (SEE ELEVATION �QT SHEET #2 ti Z z o0 IX n - FOR MAX, FASTEN�iR SPACING) a o a _ a. �1 o 1' MIN, ---- - `C EDGE 16-. .. Q ~ o DISTANCE 4 1 1/4` MIN. � ri � z � E 17 8 1 1 - - - - - - _ _ _ _ = _ _-_ _ _ # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED O (SEE ELEVATI❑N AT SHEET #2 o A W FOR MAX, FASTENER SPACING) CLEAR SILICONE ADHESIVE PT, WOOD BUCKS q Z A I 1/4' MAX. 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS °o 0) w o SHIM SPACE 1/4' MAX. M t U E+ - (TYP.) 33 SHIM SPACE d Qrn �, EXTERIOR <TYP.) o v, O 7 17 a 0 o ) 5 27 30 31 ti M E- 00 1/4' TAPCON W/ 1 1/4' W y MIN. EMBEDMENT INTO CONC. ? w z o Z W (SEE ELEVATION AT SHEET #2 0 o A FOR MAX, FASTENER SPACING) � lx a o ------- I -_=___- d C. ai O _ :Z) z 1/4' IN. 16 O CO 1 1/4' MIN. MBEDM T 17 8 18 -___= =_=_- _ _ _ _ _ ' EMBEDMENT a o a. 1 1/8' MIN. U cxi ------- EDGE DISTANCE F, o 4 � EXT. GRADE e. 0.0:0• W .•n�. EXT. GRADE CAULK CAULK E D E _:�_:: 4_ .... w . 0 0 ZJ O 00.00. • �i C_ U wl 0000•• � � •� WINDOW FRAME BUCK WIDTH • 04 0 '&J • • • cl• roo WINDOW FRAME FLANGE WIDTH • • "XOX" WINDOW EQUAL AND UN—EQUAL LITE o cu .. o Ko . WINDOW INSTALLATION NOTES: Ch 0 4 4 h 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. M V GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE o BY WINDOW INSTALLER (TYP,) m 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO a ,°i o BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK s BY OTHERS (TYP,) o a w z � x z • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8°, SHIMS ARE NOT REQUIRED. J a ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR at '4; 1/4' TAPC❑NS or APPROVED CONC. FASTENERS INTO CONC„ �1►I1f�It�j1�� WITH A MINIMUM OF 1 1/4' PENETRATI❑N INTO WOOD OR ,`°°°�j . •••d��i� CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) Q • ' •••. m 04 0 � PRODUCT REVISED as complyuig With lite FloridaN�• 4[: C Building Code L, (` Acceptance No �� o�I��I F� '••.... (, I; n R, �01 0°° I - 'flif By "A1013 .a&pio uctContcol d A DESIGN L OAD CAPA CITY(PSI,- OX or XO WINDOWS # # +/-Pressures (pso WINDOW Jamb H& S Glass Type"A" (*2) Glass Type "B" *2) Glass T e "C" C 2) Glass Type "D" *2 Glass Type"F' * 3) Glass Type T"(* 3) $ �q WIDTH HEIGHT Anchors Anchors + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf + psf -psf to w z a 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 0O EQ o a 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 oa "0 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 o ix .. q 1m 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 0' o •-i x . 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 y 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 0 o z 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 Ln W a o c 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 c o 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 S z o0 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 80.0a 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 0 36 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 48 48 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 Z H 60 48 - 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 H • a z t72, 48,-�.4 -`Q L--65-0--_•55-Q-� 65-0 65:0 700 - .0" 0:0- 70"0_ --80.0-_ 80:0 � � ••� Q" 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.07" ,•� ~eb-,,..°�C. 36 60 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••• w .z.; 48 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 80.0.0001 . 60 605 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0co ••' Ci .� Ate,.; , 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 80.0000: ••�• 37 263 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 • 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'••' � � •� �•• 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 a 37 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 s 53.125 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 N � °° 40 � in � 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 N v 3 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 s 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 80.0 c 0 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 z F 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 80.0c ilk 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 a 74 58 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 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 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 `,�'kj+s��ufor#,# Jf 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.070.0 70.0 80.0 80.0 80.0 1 •, ••• �?�i�,�'F,, 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 - - - - - - '••6- Notes ( 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. as coinplyiiig wiW t1w 00 N uilding Code k 04 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW ` ccepinnceNo L RISER - OPTIONAL (WINDOWS WITH GLASS TYPES "A, B, C, & D ) n o APPLIED WITH SILICONE: 3. SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP �� '10 \\� ��. FOR DP ABOVE +70.0 PSF (WINDOWS WITH GLASS TYPES "E, & F„) AND +80.0 DP MAX. i.• ��• l .• G`.'� / �� ---t ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON �� iardeProc( n (+80.0 DP MAX.) ,y•.• WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4� �� i� PA 1 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. �- �� f��/ll�1�6Lf e''�� Er- IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. �c xfl q DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-Equal Lite 114-112-1/4 „ „ +/- Pressures (psf7 „ x ., ,� FRAME SIZE # Jamb # H & S Glass Type B ( 2) Glass Type C ( 2) Glass Type D {. 2) Glass Type E ( 3) Glass Type F ( 3) G[ass Type G { 2) a : WIDTH _HEIGHT Anchors [ Anchors + sf - Psf + Psf - Psf + Psf L - Psf + Psf - Psf + Psf - Psf + Psf - Psf a z H 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 M o 72 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 1 "' F' 0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N a A -4 C o 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 01 o o w 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 C'3 o 60 36 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 w xZ W O O U, �••� 72 36 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 o W = . z z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 C a H o 96 36 3 10 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 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z E o 60 48 4 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 a a 1 a 72 48 4 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 � 0 " 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.01-> 5.0H 6 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z h W 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N • . ..� z 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0; `�' N"ve 72 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 (Q ,•o ~ . ;. 84 60 5 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ..: 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ••• a • 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "' �•� g':�' .Cl P...tie. 74 26 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 • • IQ .;� �..q 74 38.375 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.... 74 50.625 4 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• 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0: . �••• . H .• 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 7.9.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 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 N � 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 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w 106.25 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a +' 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U a , 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 Z z z ' 111 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ¢ 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 1 5 1 11 1 - - 1 52.0 1 52.0 1 65.0 1 75.0 1 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 `%��t+++lrl�a,,,o� PRODUCT RBViS �.�� ...d ?? as coniplying with the Florida Building Code OQ A �t• u ,+; �o Notes * Acceptance No •L v -i lj ,n 0 P y 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. D if N 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW �/ �/ �/ \ 1. " (WINDOWS WITH GLASS TYPES "A, B, C, & D") i/� i/� i/� By 20 S LL RISER OPTIONAL 3. SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP NTiaml a Psbduct Con , '%/-' '%/•" '�/�` ! x APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. /� I FOR DP ABOVE +70.0 PSF '� '' Z k• `� ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON l� 2 �i (+80.0 DP MAX.) a �� WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) � � � i ¢, I�� ••* • a,��o �� 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. ` Mill too"'1 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. \ d XOX - Un-Equal Lite q DESIGN LOAD CAPACITY (PSF) -XOX WINDOWS with Equal Lite (113-1/3-1/3) + /- Pressures (psoW4 FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) 0 A z WIDTH HEIGHT Anchors Anchors + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf ° (0 � 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 "' o L) CY x 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 t° Q w 0 z co MoR � � 84 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 -10 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 w o c W 0 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 5 z z 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 zo 0 E- a. - O) 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c� o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0co a '� 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U x 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 •• : A• 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 75.1G-0 04 , 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.U;;; 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..C. 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 �•a x tho�,-1 • 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.p • W..: 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 751) .• } ::9000 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 0 CU 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 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 v 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 q 4 y 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 o 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 t 6 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U -� 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 � z 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 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 a 84 [_63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ��,�,i��n►��e I'RODUCTREVISSD o%% 1I��PfnA as oormlyius with ft Florida �5••.•••••••••../�,r•" BwTdingCodc /J/� '•. f:r Notes * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Acceptance No .�J OS' 2 I LO �ju' d '+:1 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW Ex 'a'on D te � O (WINDOWS WITH GLASS TYPES "A, H, C. & D") X�� \\� �� Ey-- \ 20 SILL RISER - ❑PTI❑NAL LQ * Q �. �Aiami Dade Product n�rol = d , 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP \�' `\� /.� ' 1 APPLIED WITH SILIC❑NE , ' (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. �� I l F❑R DP ABOVE +70,0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON i` 2 (+80.0 DP MAX,) e ry•. �w WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) �\ �� ••* •PP° ,�� LITE4.) WINDOWS WITH GLASS TYPES A, C, OR G" INSTALLED ABOVE 30FT. 1N THE HVHZ, THE I.G. EXTERIOR SHALL BE TEMPERED. XOX -Equal Lite \� �/ ,Il„I�II`��,',, A i # 12 X 3/4' S.D.S. HS-6700 FLANGE FRAME WINDOW BILL OF MATERIALS 33 i9 ALUMINUM MULLION FLAT HEAD, PHILLIPS. O SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET 2 ITEM PART READ. DESCRIPTION REMARKS O A 34 MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND O 'SILICONE OPTIONS' DESIGN PRESSURE LIMITATIONS. ____ DP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM oto q DOW CORNING 899 (ALUM. 0.078" MIN. THICK) �i----- 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 'r° � SCHNEE-MOREHEAD 5731 II ,1 00 7REHCU SPECTRUM 2 3 L-7701 1 FRAME FXD, JAMB 6063-T6 ALUMINUM r�ij 1 V o GLAZING DEPTH NOTE: THE LOWER"PRESSURES OF I I 1 1- THE WINDOW OR MULL SHALL GOVERN I= ,, INTERIOR 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM In o co a a o LAMINATED GLASS COMPOSITION - TYPE H 5 L-7705 1 VENT MEETING RAIL 6063--T6 ALUMINUM o Fx , q 1 0 Ln E- °'a) TTEM GLASS DESCRD'TION DETAIL LAMINATE DESCRIPTION -_--- I I =_ _ I T] __ _ ii i� 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM � W) W 1 1/8' ANNEALED GLASS I/' _ _ _ I I 1 - __....... 3 � A2lN SAFLEX/KEEPSAFE ---- 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 2 0.090' PLASTIC INTERLAYER _="='_ - Bye 'SOLUTIA' I I I Z W O O z 3 1/8' ANNEALED GLASS { 1 a34r� II 11 B L--7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM o z q 0 LAMINATED GLASS COMPOSITION - TYPED __ _____-_ „ �, 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 00 :2 0. pa 0 10 L--8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM J 0 rm GLASS DESCRIPTION DSiAIL LAMINATE DESCRIPTION :_:=.-—._.- " :-: 1 I t 1/8' HEAT-STRENGHTENED GLASS / - --- _ ��_�_--�; ---------------- 11 L-7708 AS REQ'D, GLAZING BEAD < 3/8' ) 6063-T5 ALUMINUM D Z V) 1 novo' BUTACITE PVB O 2 0.090' PLASTIC INTERLAYER :-:_:'= -4 Byi 'DUPONT' 12 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P,H, PHILLIPS t` 3 1/8' HEAT-STRENGHTENED GLASS I { t 0.340 EXTERIOR GRADE WINDOW FRAME 13 FS-040 AS READ. INSTALLATION SCREWS #14 SMS F,H./PHIL, ''� O A 4 PERIMETER CAULKINGI4 L-7531 AS REQ'D, VINYL BULB 1/4' DIA, BULB #3033 P t LAMINATED GLASS COMPOSITION - TYPE E EXTERIOR p i SEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 15 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h U h { E2 FRAME MULLING DETAIL z N ; 1 1/8' HEAT-STRENGHTENED GLASS .lid 16 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .350' h S09o• SAFLEX/KEEPSAFE • 2 0.090' PLASTIC INTERLAYER —B' = =-_=� By, 'SOLUTIA' 17 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h • :l Cr ••• 3 1/8' HEAT-STRENGHTENE D GLASS { 1 0.340 • 18 I L-7711 AS REQ'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM •• •• '. b •�4 LAMINATED GLASS COMPOSITION - TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REQ'D. PILE @ GLAZING BEAD .187' w x .150' h •�•: �a +E- MULLION TYPE, SIZE AND MAX. HI 04 0 ITEM GLASS DESCRIPTION 13>1 3 DETAIL LAMINATE DESCRIPTION DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM,- ❑PTI❑NAI.., 40. 1 1/8' ANNEALED GLASS +/e --___ NOTE: THE LOWER PRESSURES OF,apgoBUTACITE PVB 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALUMINUM •.•2 0.090' PLASTIC INTERLAYER THE WINDOW OR MULL SHALL GOVERNdL@' .c-- _,may.= By, 'DUPONT' ••••3 1/8' ANNEALED GLASS { t 0.340'4 1/4' MAX. # 12 S.D.S. X 1 1/4" L. 22 HC-057-1 2 VENT MOLDED SPRING LATCH M❑LDED NYL❑N ••• � 0: • SHIM (SEE ELEVATION AT SHEET a2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL INTERIOR FOR MAX. FASTENER SPACING) i9 18 �i,l 24 2 SILL/JAMB JOINT GASKET 1/16 CLOSED CELL FOAJ �� •.• 1 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL, • ~ 34 26.1 HC-044-1 2 WEEP FLAP & BAFFLE >« " H • � _-- 'SILICONE OPTIONSh 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. I DOW CORNING 899 27 HC-040-1 2 SASH ROLLER & H❑USING x SCHNEE-MOREHEAD 5731 a •" 33 0.600' TRENCO SPECTRUM 2 1 2B HC-026-1 1 SCREEN FRAME & MESH GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE A ' 29 1 ATTACHMENT SCREW @CLIP #8 X 5/8' S.D.S. c c ITEMGLASS DESCREP71ON DETAIL. LAMINATE DESCRIPTION 1i_ � 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON W (, q q h 1 1/e1 ANNEALED GLASS 7L- 31__.____ HC-059--1 2 VENT SWEEP LATCH DIE CAST METAL s 2 0,090' PLASTIC INTERLAYER ® d/+ SAFLEX PVB PERIMETER WINDOW FRAME NOTE: 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM +�' o 3 1/8' ANNEALED GLASS I/e _ By, 'SOLUTIA' SEALANT 1. ALL STEEL IN CONTACT WITH d `'' 090' EXTERIOR ALUM. TO BE PAINTED OR PLATED. 33 2 LAMINATED GLASS See Detalls @ L.H. of sheet 9 p 0 0 4 1/4' INSULATED AIR SPACE V9' = -' a 5 1/8' ANNEALED GLASS (R) I { t 0.340 2. METAL STRUCTURES: 34 AS REQ'D. GLAZING SILICONE See Detalls @ L.H. of sheet 9 u a A) STEEL : Fy = 36 KSI MIN. w (STEEL 18 GA. MIN. THICK - 0.048') 35 OPTIONAL AS REQ'D, COLONIAL FALSE MUNTIN ALUMINUM z° N :2i x INSULATED LAMINATED GLASS COMPOSITION TYPE C B) ALUMINUM : 6083 T5 MIN. 36 SM-5504 AS REQ'D. J❑INT SEALANT •1 Y ITEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION (ALUM. 0.078" MIN. THICK) 37 AS REQ'D. PERIMETER ACRYLIC CAULK OSI P❑LYS£AMSEAL ? ac d1i 1 1/8' ANNEALED GLASS ,/ _ _..�;�__::_� 2 0.090' PLASTIC INTERLAYER 4p �/+ PVB E 1 METAL STRUCTURE ATTACHMENT DETAIL 3 1/8' ANNEALED GLASSY, 'DUPONT' 09 . 0' _ _ I 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (■) I• V19t 03+0 411��I�iT�1� INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM GLASS DESCRIPTION DETAIL. LAMINATE DESCRIPTION • ' 1 1/8' HEAT-STRENGHTENED GLASS .__ = -___ L0 0 F 2 0,090' PLASTIC INTERLAYER .I/4' PVB 3 1/8' HEAT-STRENGHTENED GLASS -==---== l By- 'DUPONT' 4 1/4' INSULATED AIR SPACE I lt9' = = PRODUCT REVISED O 5 1/B' ANNEALED GLASS (R) { t oa+o as complying with the FlOrWa a k�. 07 13ui1dingCodc (m) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE SOFT. Accep►tulce N p IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. B p \ pOtB � �'••• , zip % GLAZING DETAILS AND OPTIONS �je1t 1�,�,1 Miami PlvductContro R FRAME HEAD FRAME FIXED JAMB SILL TRACK FRAME JAMB L-7703 I�1.2so—�I L-7701 L-8702 S2 0 � w FRAME TOP CORNER A 093 `\ c> A z ID to 00 f `� 0 750 .062 tMEn E- o i ].285 I N o a V O yy I o 2.643I rn p u q a ' 3 � tn ~ a SILL RETAINING CLIP 1 t2 z r v W w y —.062 I L-8705 � z 6e; la 2.651 O FRAME HEAD O Ld 2 A a 10 VENT TOP RAIL 000 :1 IL 1-1.439-1 FRAME JAMUl B O i � z d o FRAME SILL FRAME VENT JAMB ' L-8701 L-8703 1.466 --A62 aO Z col 2.000--------- Z U U 754 3 O I� O FRAME BOTTOM CORNER FRAME MEETING RAIL H . '4 'z VENT TOP CORNER Q) • ••� ►� 2,374 VENT SPRING LATCH 1,1--, FRAME SILL ••• : • c r N• L-7539 �� • --.062 x.062 062 \ •••• • • ks A • 21 • VENT JAMB RAIL `\ •••• • 04 �•p i 2.643 '\ ••• • • w • .. • cr=k \ •••• • • ••� Q•p 1.235 O } HINT LOCK RAIL •• • 1�� ••`C •kkk??? �---2.655 . . ,7i`i••• • • .698 • • • •••• • --.750 • • 1 VENT INTERLOCK RAIL FIXED MEETING RAIL L-7705 L-7704 VENT TOP/BOTTOM RAIL I N L7707 0 — 5 v p �C Goo .4 6 O O VENT BorroM RAIL FRAME SILL / MEETING RAIL FRAME SIL q a % --.062 O 1 0 p .062 L 0 o 2.062 2.285 1.375 VENT BOTTOM CORNER I o � 4. 078 i i2 s 0 0 111 u � o a 1.504 Z 9 z x IF 1.165 FRAME & SASH CORNER ASSEMBLY DETAILS 'a VENT JAMB RAIL SILL ANCHOR CLIP SILL RISER L-7706 L-8830 GLAZING BEAD ADAPTER ♦♦�N1�IIrr�rr�� O L-7711 L-8706 ♦ a♦♦♦♦ *••, l � a'* 32 GLAZING BEAD A 05 .• ••N 0" L-7708 18 20 LL•d••.? • 1 .500 ' '<[/ N 0e r 185 .094 0 y W LI I 2,000 n r 1.450 —.062 1 .050 .850 Cso PI20DUCTRL'VISED 850 1,250 as com}�lying with the Flotida ao� N �•: '�' 2.794 8cwplgCado }'�Q unce No • /� - E� . • I EPI o Date (Jv y a�i�,1 ....••P ♦ I 73--1 —.773 —11',050 ,<<��N�11 p 1��♦♦ —1.235 13y_. d .diaml adc Product Contra Q IMPACT FRENCH OUT-SUING DOOR BILL OF MATERIALS145 1/2' Max Unit Width 17f3M DRW'G # PART READ. DB3CRD?T10N R , Sidelite sSaamle anchor spacing Swing Panel Width as SHI Panel Width Al 1 L-901 LII-098 I FRAME HEAD 6063-T6 ALUMINUM �( T3 13/16' Max, ) A ( 3.5 3/16' max. 2 L-902 LII-097 I FRAME SILL 6063-T6 ALUMINUM ! 1 3 L-903 1_II-090 2 FRAME JAMB 6063-T6 ALUMINUM 5' 1 5' 858' 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 1_II-092 2 x panel PANEL TOP 8 BOTTOM RAIL 6063-T6 ALUMINUM hing #18 SEE ALTERNATE BOLT—/ 2S• 6 L-907 LTi-091 1 x panel HINGE STILE 6063-T6 ALUMINUM OP f SAT SHEET/ \ Max, DL❑ Width- 7 L-905 LII-094 1 x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 1_II-095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-75 ALUMINUM 9 L-911 LII-085 AS REQ'D, 1/4 ROUND ALUM, BEAD - 7/16' 6063-T5 ALUMINUM ++ y J 10 L-912LII-087 AS REQ'D 1/4 ROUND ALUM. BEAD - 3/8' 6063-T5 ALUMINUM rn= rn H C el It Fp-624-2 L-906 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM = N S ^ �� 12 VWS-001 TP 3286 AS REQ'D, Bulb Vinyl Wts'p,-Team Plastics, Inc, See Material Composition at Sheet 6 a / \ j 13 PWS-001 �I AS READ. WTS'P. 2 TOP/BOTT. RAILS Schlegel FS - ,187'w. X .210'h, z = Active Inactive 'o\o i L3 14 PWS-002 ■ AS READ. WTS'P. 2 FRAME HEAD & JAMB Schlegel PB - .187'w. X .330'h. d a d Q T Cq m O 15 L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM �' J d x 19 20 21 # 6 1/2 co � x d dead-bolt f 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM3 3 a X: Sidelite a 17 FD-631 LII-086 AS READ, GLAZING ADAPTER 6063-T6 ALUMINUM C9 F Ld - Lj /.i / / , E 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (2 TOP 5 BOTTOM OF LOCK STILE) o+ m rd %/ �� / •••�• 19 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET KW[KSET - Series 6907 COMBO „ lock se / �/ ••••• 20 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO .. D❑IIBLE \ •• • :Side •• 21 FD-621-2 HC-024/025 I SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO RAIL OM 000000 ••••• 0009:0.9• SE RNATE BOLT • • • 22 r FS-035 AS REQ'D. Frame Install. Screw - Head (See Notes at sheet 4 of 6) 2 B 2 3 7L-- 8 •••••• 0 ION AT SHEET � • • __ of •• 23 r FS-035 AS REQ'D. Frame Install. Screw- Jomb/SHl (See Notes at sheet 4 of 6) ____ __ ____ _____ ........ � _24 + FS-026 FRAME ASSEMBLY SCREW #12 X 3/4' PH.-PHI. bottom •�� • ••• 25 IN FS-012 AS REQ'D, JAMB ADAPTER SCREW #10 X 3/4' P,H.-PHI. hi"9e 7 5 B' • • •��••• •�� • 26 FD-634 LII-171 AS RED']), 1/4 ROUND ALUM. BEAD - 11/16' 6063-T5 ALUMINUM • 6' 13 1/8' 6' �6� 6' 6' 6'�/4 • � 6' 27 r FS-043 8 GLAZING ADAPT, ATTACH. SCREW #8 X 1 1/4' FH,-PHI. ANCWOR NOTES: 5 13/4 (nax. o,c. 1/4 To3/4 12 3/4' 4 /2 4 I/2' 14 1/8' •'•• 3/{•� • 28 a FS-049 2/Panel Double Ralt Assembly Screw 3/8'x2 1/4' Hex Screw & Nut 1. SEE ELEVATION AT SHEEP 1 OF 6 FOR <at sldellte) nc ac • • :90• • (max. o,c, a <max, a ANCHOR O.C. MAX. SPACING AND LOCATIONS. active panel) Inactive panel) •••• : • • ' 29 w >4 AS REQ'D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 P P • 2. SEE SHEET 4 OF 6 FOR INSTALLATION Saml ichor spacing 30 ■ 0 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning (399 FASTENERS TYPES. :s �i at frame head & sill 31 ■ a AS REQ'D, NEUTRAL CURE SILICONE Tremco S-500 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL, OXXO EXTERIOR ELEVATION 32 s IN AS REQ'D, Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus NOTES: 33 ■ a AS REQ'D, Laminated Glass see Pg. 5 Dupont - PVB 1). QUALIFIES SINGLE do MULTIPLE PANELS (SEE ELEVATIONS). NOTES: 34 ■ w AS REQ'D. Laminated Glass see Pg. 5 Saftex - PVB 2)• QUALIFIES UNITS WITH AND WITHOUT SIDELITES 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - 5th EDITION. 3). MAX. FRAME SIZE 145 1/2"w. X 95 3/4"h. OXXO 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPTER 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'Dla 20D Rod, Plate, Flange Nut 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ FS-011 8 HINGE ATTACHMENT SCREW #10 X 3/4' P.H. / PHI. 8). MAX. DAYLITE OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 38 w FS-044 12 SIDELITE ATTACHMENT SCREW #10 X V PH/PHIL. - (17' OC 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 1of6 FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 HC-006 62PP050BG14 6/Jamb 1/2' Dla, Hole Plug - Nylon b-b MICROPLASTICS - Rockwell M-79 9). All DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 62PP087BGII 2/Panel 7/8' Va. Hote Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 41 INHC-010 1/BOLT FLUSH BOLT Sill Plug - Nylon 6-6 SUNCOPLASTICS Inc, Rockwell 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS M-79 as complying with the Florida ARE NOT PART OF THIS APPROVAL 42 L-913 LII-086 AS REQ'D. 1/2 ROUND FALSE ALUM, MUN7IN 6063-T5 ALUMINUM Building Code •O LIMITATIONS: 43 ■ ■ AS REQ'D, INT FALSE APPLIED MUNTIN 1,25' x ,022' STOCK ALUMINUM AoceptanceN 1). MAX. DP = X86 PSF W/ (4) Surface Bolts & Glass Types A, B. C & D. 44 L-915 FD-623 AS REQ'D, FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' tong (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 45 L-916 LII-117 AS REG'D. FRAME LOW SILL - OPTIONAL 6063-75 ALUMINUM By 2). MAX. DP = *76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive 46 FD-635 HC-050 1 TWO-POINT FLUSHBOLT LOCK OPTIONAL ( FOR +/- 76.0 psf DP> THOMAS J. SO ucl Control 3). MAX. DP = ±76 PSF W/ Flat Sill & must be used where water infiltration is PROFESS �INEER 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 1/2'x 1/8' Alun, 6063-T5 �� 4). MAX. DP = t86 PSF W/ Multi-Point Lock (1-active)+(1-passive) at Inactive 48 FD-627 FD-627-1 2/Ponet 2-Point Lock Bolt Guide ANGLE 3'x 3'x 1 1/2'x 1/8' Alum. 6063-75 . • �. �� Revision Notes: WS ]�49 M le AS REWD, Joint Sealant- White Colored 'Purvis Co,' Super Seat 1J� �� i Revised to com w FBC2004 11 O1 05 �� 1 ®/ 8501 NW 90th St. 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE TRIMSET ASHLAND #W5201A-A '• O 5` Revised to comply w/ FBC2007 & added MEDLEY, FLORIDA 33166 51 FD-637 HC- 1 SET MULTI-POINT LOCK ACTIVE ASHLAND #W5110-STACT5 • * "25 • * .• Insulated Glass 01/22/10 I.IVDLFSTRIES, INC. (305) 696-8660 52 FD 640 HC- I SET LOCK PASSIVE HANDLE & TRIMSET ASHLAND #W5201A-P d Ashland Must-Paint Look 01/27/11 MANUFACTURER OF QUALITY ALUMINUM 117NDOWS AND CLASS DOORS 53 FD-639 HC- I SET MULTI-POINT LOCK PASSIVE ASHLAND #W5110-STPAS4 -p � Revised to comply w/ 2010 FBC Draw ctaee: Pose Claw., Prod caao•ry: Serkollfode6 tam SAeek F '(r f Revised to comply w/ 8014 FBC NOA APP#OVAL IMPACT FRENCH DOOR I OF 5 54 FD-641 HC- 2 x panel Multi-Point Lock Holt Guide NYLON 6-6 Rockwell M scale 79 . ATE ,o xeufeed By: Dae. Cheated " ff to •, P,",,ti v� Nelson Erazo 01/16/15 LaPorte Impact French Out—Swing Door 55 FS- 4/Guide Bolt Guide Attachment Fastener 46 x 1/2 P,H,/PHIL. Q R��X 0 _ 56 FD-642 HC- 1 x Lock Lock Top Mount Adapter NYLON ADAPTER SPS �f��f �"�`tiy` Dmw" Nelson Erazo 01/0/12 57 FD-643 HC- 1 x Lock Lock Bottom Mount Adapter NYLON ADAPTER �j /dl• `z,l;#l��a Sona: Ryernme xumiwn Drau,(np NUMA r, FO-2003 Revlaion Lwo DATE__.___ n.t.a. G 10 00000-/8' Max Unit Width 73 5/16' Max Unit Width 74 1/2,' Max Unit Vldth 38 5/8' Max 38 5/8' Max Unit Width Unit Width SEE ALTERNATE B �T SEE ALTERNATE T SEE ALTERNATE BOLT SEE ALTERNATE QQLT 00� CSwing OPTIONS AT SHEET Swing OPTIONS AT SHEEr Sldelite OPTIONS AT SHEET OPTIONS AT SHE Panel Width 3 of 6 Panel Width 3 °f 6 A ( 33P13116'd max. 1 A 3 of 6 3 of 6 35 3116" m < 35 3/16' max. J s A I -s 1 1 II-_ II A I Max.I?DLO Idt N II- I Max. DL Width- 11 II I N II I N II 11 +� I I I C „ D �� I 11 C2 �� FII EI1 \ F C1 � :�FI41 7E L I �� CI C2 II II 11 I xA =� II II I II I mx II I xA =� ll I xQ =t, II II II II 11 H II W ea � C a II Inactive I W A II II GX II I G '4- X: X II o Active J " o f Ac 1ve o xe �r +. I I e AcAve G2 3 �+ n G G3 +' r�i m n 4 Vii% M rn ro 11- I1 I 1 RAI OM Q1 / /-BODOUTTOM X , X E II I II_ I1 2 E II I E It_ 1 B 2 I II ; 8 2 I II 2.2 1 H B I ® � II a \ II 2 r Ni 1 1F IF _V064 0 • � .� v � �� • SEE ALTERNATE BOLT SEE ALTERNATE BOLT SEE ALTERNATE BOLT SEE ' s "TE +£E�T`i•••i• • OPTIONS AT SHEET OPTIONS AT SHEET OPTIONS AT SHEET OP�pp A 3 of 6 3 of 6 3 of 6 3 of6••• jLEVEATICA"'0X0.1 »ELEVATION XXu »ELEVATION OX» »ELEVATION XuELEVATION ••;••4� .. .. .. .. ..... -X145'1/2' Max Unit Width •••••• • APPROVED CONFIGURATIONS • 00000 SEE ALTERNATE BOLT • • • •••.•• OPTIONS AT SHEET • Sidelite 3 of 6 Swing ' ' 000 Panel Width Panel Width "LaPorte" IMPACT MNCH OUTSWING DOOR - DES1tai11�.0�M CHARS.. • NOTES: < 33 13/16' max. ) < 35 3/16' ma- 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION A 1 PANEL T/mTH/HIUGHT NUMBER DP PANEL WIDTH DP ( PSF•) • .. .VIEWED FROM THE EXTERIOR SIDE. A��'(INCHES)S) (�OF GLASS TYPE A(INCHES) SGLASS GLASS GLASS 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE ANCHORS "A" & "S" TYPE "H" TYPE "C"TYPE "D" in AND ARE AVAILABLE AS OPTIONAL. WIDyH • BRIGHT • PAMB +/-(PSF) WWH • +/-(PSF) +/-(PSF) +/-(PSF) 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL Z 25 OR DOUBLE BOTTOM RAILS. 10 1/4' 5 +86.0 11 3/16' _+76.0 _+76.0 _+76.0 i Max. DL Vldt 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. -- lb 1/4' S +86,0 17 3/16' +76.0 +76.0 _+76.0 s 3 1 I1 I�T 22 1/4'. 77' 5 +86.0 23 3/16' +76.0 +76.0 +76.0 vLIT D 1 C2 28 1/4' aC5> 5 +86.0 29 3/16' +76.0 +76.0 _+76.0 30 1/4' 5 186.0 31 3/16' ±76.0 176.0 t76.0 5 os s 34 1/4' 5 +_86.0 35 3/16' +76.0 _+76.0 +_76.0 rn X a° _ II II 2 II -0 s 10 1/4' 6 +86.0 11 3/16' +76.0 +76.0 +76.0 d _ PRODUC'TREvTSED - - - - °' x II II II II Ctive (I m a as complying with ghee Florida 16 1/4' 6 +86.0 17 3/16' +76.0 +76.0 +76.0 v a Active I s II a Building Coda ,�O �� 22 1/4' 93' 6 +86.0 23 3/16' ±76.0 ±76.0 +76.0 ro s p v jai /rte s A.ce:ptalyeNO 11(6) _ DOUBLE Er eTlt 20/ 28 1/4y 6 +86.0, 29 3/16, +76,0 +76.0 _+76A ' BOTTOM 0[/4 r 6' +86 X31,3/16 +76.0 _ +76.0 -+_76.0 X a ° 34 1/4' 6 +86.0 35 3/16' +76.0 +76.0 +76.0 d I1_ 11 Y 1 Mi Building ado Product C1mtTvl , - - - - e II r • OPERABLE PANEL AeUST-MEET APPLICABLE REQUIREMENTS PER BUILDING CODE. THOMAS J. SOTOS • 0 PARENTHESIS INDICATES OF ANCHORS AT FRAME JAMB. -1 -]F-- 77 PROFB IF WEER - - - - -- -- - - �H�I Ln °' ,e��O •• . 0�i Revision Notes: WS ON '•.tS� �i� Revised to comply w/ FBC2004 -11/01/05LA 8501 NW 90th St. SEE ALTERNATE BOLT ,� 5225 01Revised to comply w/ FBC2007 & added MEDLEY, FLORIDA 33166 OPTIONS AT SHEET •� o Insulated Glass 01/22/10 INDUSTRIES INC. (305) 696-8660 * 3 of 6 Ashland Mult-Point Lock 01/27/11 mANuFACTURBR OF QUALITY ALUYIAUII wimDoirs AND GLASS DOORS ►'OXXO" ELEVATION ' .-- 4 Revised to comply w/ 2010 FBC Drax CW.: rare Cts••; Prod Cat•pory: S•rt•,/xod.L• js� 81weL. ANCHOR NOTES: F Revised to comply w 2014 FBC OA APPROVAL IMPACT FRENCH DOOR 2 OF 6 �,_ �a Rwl••d By: D o/1/16 "La. Porte" Impact" French Out-Swing Door 1. SEE ELEVATION AT SHEET 1 OF 6 FOR �i � �•,� '. ve Nelson Brazo ANCHOR O.C. MAX. SPACING AND LOCATIONS. �� Si' .0 RN-9.y"Nq Drawn By.- Dae. DnawJ 2. SEE SHEET 4 OF 6 FOR INSTALLATION rJt ��;��he�,.� Nelson Erazo 01/20/12 FASTENERS TYPES. n seas•: Rt/emme X.u�.e•.: D.awIao sum!•r. Renaton L•wL- DATE___ ,� 5 ��15 n.t.e. FO-2003 G 5/16' TAPCON W/ �++� 1 112' MIN EMBED, 5 16�MINCEMBED./ (SE£ NOTES BELOW FOR SPACING) 2 x <P.T.) WOOD BUCK INTERIOR SIDE 1 x (P.T.) WOOD BUCK SEE ELEVATION.AT I/4' MAX, SHIM TYP. (SEE NOTE 3, SHEET 1) SHEET 1 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 38 . 33 Sidelite 27 12 39 36 17 1 Sidelite 12 23 `• 1 1/4' MINEDGEDI ' ' I TYP Minlmuri 1 114' DLO Width Edge Dittance 17 18 i Pnnel Width 14 27 12 9 10 14 9 10 14 11 11 " " EXTERIOR SIDE MAX SHIM MIN EMBED. ( 1, J o o C2 �/ OXXO UNIT WIDTH MIN _EMBED TYP,) 18 46 ANCHOR NOTES: : •`• • DITERIOR SIDE HMRIOR SIDE 1. SEE ELEVATION AT SHEET 1 OF 6 MR ` . • • Active Inactive Active Inactive16 ANCHOR O.C. MAX. SPACING AND L"A148141S. •••• ""'` I # 18 #Q)8 2• SEE SHEET 4 OF 6 FOR INSTALLATI04:•• • • • i•' FASTENERS TYPES. 0000 �••••� i•••i• • • E I •/� .... 18 1800 00• EXTERIOR SIDE EXTERIOR SIDE *00 Active Inactive 5 ....�s� �— � 1s • 19 2 G3 3 OPTIONAL BOLT ® TOP RAI E3 E4 L EXTERIOR SIDE DITIRRIIO SIDE LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO—POINT LOCK z� 4 . 00.• & FLUSH BOLT 5 _T6 Active Inactive two-point E3 L MINATED GL SS IOC I c 13 45 32 33 34 4e p0 7/16• 0 . Y .� /%/ B 3 12 1 set roo my / O 1/2 S 17 t -_ 0 * Helghi 1 Ln X 1e# # 1s ( ) OPTIONAL SILL MID MIN EMBED. INTO INTERIOR SIDE 3500 PSI CONC. (TYP) 28 16 18 I 5/16' ELCD TAPCON W/ EXTERIOR SIDE OPTIONAL BOLT ® BOTTOM OM RAIL 1 1/4- 1 1/2' MIN EMBED. T_Lj_ C SEE DETAIL E3 FOR MOUNTING LOCATION ) (MIN. EDGE DIST.) 23 5 36 TWO—POINT MULTI—POINT FLUSH BOLT & (*) FLAT SILL NOTE: 2 MAX. OP = ±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 THOMAS J. SOT03 2)• MAX, DP - ±76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF 2' OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL Slit PROFESS[ I IG,nER Lock (active)+(2) Surface Boits Inactive WHERE THE DOOR IS LOCATED, SILL ;,-: Height �6 ® • ' ' Revision Notes: LA T//��pQ////y J��/T 1`. N S,� •• O�•; Revised to comply w/ FBC2004 -11/01/06 8501 NW 90th St. "�'•;A i.: 1 �:- MIN EMBED. INTO e Revised to comply w/ FBC2007 & added MEDLEY, FLORIDA 33166 ' 3500 PSI CONC. (TYP.) C 852�`'�r -•. t Y;" Insulated Glass 01/22/10 D U S T R IE B, I C. (305) 696-8660 * Ashland Mult-Point Lock 01/27/11 MANUFACTURFR OF QUALITY ALUMINUM 17NDOWS AND GLASS DOORS 5/16' ELCD JAP.CON W/ P120D[1CT RCVISED ;T, Revised to.comply w/ 2010 FBC Dram ct•,.: rare tia..: area category: Seree./Yodel Teem sA.ee ��✓�- 1 1/2�MINIENBED• as cc1 111 add)LUc Florida • 3 OF 6 IN, EDGE DIST.) E SHEET 1 OF 6 �� B � pT E Or ._' '; Revised to comply w 2014 FBC NOA APPROVAL IMPACT FRENCH DOOR FOR LOCATION AND SPACING)BuIldlttKCode "' -7 r-,r a R.,,e..a Dy: D 01/10/15 "LaPorte" Impact" French Out—Swing Door Acce v v �� a g: Nelson Erazo 2 atC �7 00 prawn gy_ Dae. Draw B 2 OPTIONAL — DOUBLE BO OM �jS' `�- Nelson Erazo 01/20/12 RAIL DETAIL I yg� gdz odt�ct{antro!` DATE ', �� p J Beau: Refore,e.Number: D,eu+tr�p Number., aR.utHon D.v.t G n.t.s. FD-2003 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 l OF 6 FOR SPACING 1 x (P,T,) WOOD BUCK (SEE NOTE 3, SHEET 1) :•� (SEE NOTE 3, SHEET 1) 3 _ 3 INTERIOR SIDE :`: .', 3 INTERIOR SIDE LOCK STILE LOCK STILE <• 3 3 AMB 19 20 21 LOCK STILE JAMB -Le :, ,.,:.'; ;ry 19 20 21 ;;i 19 20 21 46 ,=::. JAMB 6 7 29 30 31 6 23 ` :.r i:.='+' 29 30 31 46 •rl :.�. �18 - , 6 17 39 , : : ,• 12 = , : Active 36 •••' � 7 Inactive •+.�" r••:. .s-i-•'.�: 23 Active ` Active 1 1 4t ,• IN. EDGE�- - '._ .-�. .' 1 1/4' •• .-.•_; _ 1 1/4' ) I . ,•: EDGE DIST.)' :.' •:. ; (EDGE DIST. — — 18 g •-- w: TYP.' `.�..-�-' �.• 37 9 10 - '�--«,. TYP. 27 17 1 2 36 27 t 2 12 E F1 MAX 4SHIM 11 (MIN.T PEED.) L =J@-@ „ „ Cr All EMBED O — O O EX'T'ERIOR SIDE X UNIT WIDTH MIN EMBED UNIT WIDTH J/4'HK EXTERIOR SIDE (TYP') EXTERIOR SIDE 50 51 EDGE msr. INTERIOR SIDE TYP. :w••:• 5/16' TAPCON W/ ••• • ,- 1 1/2' MIN EMBED. 1 1/4' MiN, 5/16' TAPCON W/ LOCK STILE 3 • w i •••• • 1 1/2' MIN EMBED. 4 b6 57 • (SEE NOTES FOR SPACING) LRGE DIST SEE NOTES FOR SPACING 19 20 21 • •• ••• •• • Active " TYP 'j MULLION 7 ;.. _ °' .' " .` .r..`..�'.o ,•. .--.,•• INTERIOR SIDE LOCK STILE• •• • :.. . ;,. 11 2x P.T. WD. 1 1/2' MIN. " - 1 x (P.T.) WOOD BUCK • BUCK (SEE EMBED. Y r, .r.� CSEE M❑TE 3, SHEET 1) 29 30 31 7 3$ 6 ••• w MIN. EMBED ,+ NOTE 3, AT "r' , .,'ti 12 • TYP c•ri;i~� SHEET 1) TYP ;i :' :.• . :• Y.•-�pY• rF�ry�+ •• •• IN 4H w•• • Active Sidellte • 17 ...... • 1/4' MAX. 1 • • • 3 H3 ' HEAD 1/4' MAX. SHIM TYP. PX1'ERIAR SIDIj • 44 SHIM TYP. HEAD • • •• •• 22 44 9 to INSTALLATION FITSTENER4MG-TES • 14 13 22 O 13 12 "1X BUCK" MINIMUM REQUIRED FASTENER LEI�GT�{ 12 $ Sldelite EXTERIOR SIDE HEAD:. 5/16" X 3 1/2" Long TAPCON(* 38 Attachment Screw H JAMB: 5/16 X 2 3/4" Long TAPCON(*) 5 5 ( 6 Screws @ each side of ,Jambs, MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) 27 18 - 12 total per siderite ) (•) TAPCON BY "ELCO ULTRACON- 24 30 31 INTERIOR SIDE 50 51 "2X BUCK" MINIMUM REQUIRED FASTENER LENGTH i PRODUCT REVISED INTERIOR SIDE 52 53 HEAD: 5/16" X 3" Lop TAPCON(*) � p y S JAMB: 5/16" X 2 1/4 Long TAPCON(*) = 9 10 LAM ATE GLASS .T�. �• 9 10 os com I m with the lotida LOCK STILE : z 32 33 34 w i r- BuildingCodc A MULLIONS: 5/16 X 2 1/4" Long TAPCON(*) W u X EXTERIOR SIDE AcceptanwN D / .O 56 57 l*] TAPCON BY ELCO III. RACON" 1- w .� ate r w z 42 43 ? a i 43 ?C> Active 7 7 7 Inactive AT SILL: 5/16" TAPCON w/ 1 1/2" MIN. EMBED. z 42 INTO 3500 PSI CONC, MIN, Q O 0 --"Mian�l adc Product Control n is INTERIOR SIDE a I NOTE: ALL FASTENERS W/ 1 1/2" MIN. EMBEDMENT. 17 17' Max. U.C. 1 1/4" MIN. EDGE DISTANCE & 1/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy=155ksi J IM EXTERIOR SIDE 17 ANCHOR ULTIMATE STRENGTH Fu=177ksi 5 1 g 5 EXTERIOR SIDE E 2 12 • ALL TAPCON LENGTHS "L" SPECIFIED ARE MINIMUMS THOMAS J. SOTOS ( SEE ELEVATION AT SHEET 1 of 6 FOR 2 2 PROFESSION ENGINEER ANCHOR MAX. SPACING AND LOCATIONS ) 13 12 13 12 ° ,�1 • •,' �!}�,�jr Revision Notes: O 23 __ B 1 23 ,oma :" G NSF•.. #i Revised to comply w/ FBC2004 -11/01/05 LA 8501 NW 90th St. G• f•, f1. 2' 2' �� :• Ro Revised to comply w/ FBC2007 do added WS ON MEDLEY, FLORIDA 33166 Sill • Slll O 55225 Insulated Glass 01/22/10 INDUSTRIES. INC. (305) 696-8660 SILL • Height SILL : Height ." * Ashland Mult-Point Lock 01/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS • < '" - Revised to comply w/ 2010 FISC .':,,� .�,v . ;�.. .� •� { �.�._ •:�:•w:Al • Dru.0 Cha n. Port Claoar Prod Catepory: SnK••/Afod&b It"M. Sluse: ., ' " e iU; Revised to comply w/ 2014 1?BC MOA APPROVAL IMPACT FRENCH DOOR 4 OF b 1 �' MIN EMBED t"�'-MIN EMBED. INTO �1F OF :1=/.; Rw4ed Dy; Dau cn.akrd rr rr rr .'= ' << TYP "� '• ' a '. •! �► ° �^ 0 Nelson ErazO 01/18/15 La Porte impact . French Out-Swing Door ,' " 3500 PSI CONC. •.. o 5/16' ELCO TAPCON W/ (TYP.) (C`•' •C) R�q••1*�l o> Droum By. Dae.Drover► 1 EDGE (SEE SHEET1 112' NI EMBED. 6DFOR SPACING) PPS , r 1 r�j�` ;U Nelson Erazo S a0tli/20/12 R�J.rvra. Xum6er: Drowenp Kumon: Rn+l.eon Lww L- (AIIN. EDGE DISI.) 1 1/4` � � 3•i Jti GAIN. EDGE DIST.) DATE_ `CC n.t.e. FD-2003 G DOUBLE GROVE EXTERIOR GLAZING TYPE & DESCRIPTIONS ............... S(DELITE ATTACHMENT HEAD \ " 12 1/4 SCREWS 932 � _ INTERIOR SIDE 910 x 1' PK/PHIL. 48B" 0 A Laminated Glass b Du Ont - Glass Type "A" ASSEMBLY SCREWS rte ALED NG 17 Ciazing Adapter �5/e'�GlaZjr De th ITEM DESCRIPTION DSI'A!L 32412 x 3/4' PK/PFOL. g P 4 — YEATHERSTRIP FACE UP S1I1COne ' 29 30 31 CauUdng 1 3/16 Annealed X3/16' 2 .090' DuPont SGP Intertayer I /� �... ...... 3 3/16' Annealed , ow66 •� 15/16 ....3 .... - -- Laminated Glass 27 .340" 01A Laminated Glass b Du ont - Glass Type "B" Stu + ADAPTERS -- -- by Dupont or Solutia IgM DESCRIPTION DETAIL 33 DOOR .IAMB Types A", "B" or "C" INTERIOR SIDE ^ = SIDELITE JAMB ATTACHMENT DETAIL (SEE TABLE W/ CORRESPONDIN i 1/8 Annealed ve• FRAME ASSEMBLY DETAIL / GLAZING TYPE a DESCRIPTION / 2 .090' DuPont PVB Interlayer s/e Bead 9 10 3 1/8' Annealed 0.340• (DAM SIDE) ACCESS HOLE 32 33 34 " SHOWN a EXTERIOR SIDE .340 OA Laminated Glass b Solutia - Glass e C SILL SEALANT DETAIL 0 GLAZING DETAIL #1 ITEM DESCRIPTION DETAIL 34 NOTE.HEADER TO BE SEALED SIMILAR TO SILL LEFT DOOR l 1/8' Heat-Strengthened Glasszw— /e' HINGE STILE ° 2 090' Saflex PVB Interlayer l/B, _ LIFTOFF 3 1/8' Heat-Strengthened Glass 0.340' AND REMOVE l INTERNAL (j THREADED ROD 3/B' DIA. INTERIOR SIDE HINGE ATTACHMENT Glazing Adapter Glazin Sileone GLAZING TYPE & DESCRIPTIONS 10 SCREWS 931 5/10" Laminated Glass 29 30 31 .340" 0 A Laminated Glass b Solutia - Glass;Q5-e- "D" DEPTH LUG SCREWS x 3/4' Pit/PHIL. P 5/8 •• 33 34 Gla g Depth ITEM DBSCPJFnON • • IDETAU. 1 •� HINGE ATTACHMENT (SEE TABLE W/ CORRESPONDING /8' -'- .1- • GLAZING TYPE R DESCRIPTION)_ 27 1 1/8' Hent-Strengthened Glass a•} ••••O 114V •• DETAILS ACCESS �E /` _ 2 090' Saftex PVB Intertayer w ei�L �(- LOWER :; / 3 1/8' Heat-Strengthened Glass L PRE PUNCHED :� �s LEFT HMD WNW LEAF TO DOOR STILE _ _ _ jo HOLE p,34o• I� 1/4" Insulated 4 1/4' INSULATED AIR SPACE • w • • •• / Air Space w/ 5 1/8' TEMPERED GLASS40000• • • •• •• 1/8" Temp. Glass •• f STILE BOTTOM .340 0 A Laminated Glass b So utia - Glass e E •• HINGE ATTACHMENT HEX NUT INSULATED SPACER 'TruSeal'- Glazing Bead • • AND WASHER Dura Seat Swiggle Space O ITEM DESCRIPTION DOTAI& •• 'S10 xW3/431FH✓PHIL. PANEL ASSEMBLY DETAIL Pt No. 812 Black - 25H-357 QCe ZsHeat-Strengthened 4 .V�* •• t 1/@ Glass • O 2 .090' DuPont SGP Interlayer • / 4 EXTERIOR 3 1/6' Heat-Strengthened Glass a AlxEss HOLE COVER �D 4 1/4' INSULATED AIR SPACE 0.340' BOTTOM LEFT ,AMB , ° GLAZING DETAIL #2 s i 1/8' TEMPERED GLASS 34 HINGE NYLON END PLUG (No,L-4012) 5/16.0 STAI�L4E,IS STEEL PIN -77 J25— #14 SMS OR SELF DRILLING SCREWS N14 SMS OR SELF DRILLING SCREWS L 11 II INTO METAL STRUCTURE INTO METAL STRUCTURE (SEE NOTES FOR SPACING) (SEE NOTES FOR SPACING) }._ 1--{ 25 THK. MIN, MIN EDGE DIST. (6063 T5 MIN) 1� MIN EDGE DIST, �I (fy=GA, 36MKSI MIN.) I ALUMINUM TUBE MULLION STEEL TUBE OR COLUMN 3. 74 REFER TO APPROVED (STEEL IN CONTACT W/ ALUM, MIAMI-DADE NOA TO BE PLATED OR PAINTED) 3 Pitch Beyond 3 Pitch Beyond i Met°I Thkkness Metal Thkkness 11/4' MAX, SHIM TYP. 1/4' MAX, SHIM TYP. JrRODUCI'REVISED HINGE Nn[tN BEAR as romp1yi11g with a Florida s No-L-440133 1 AND .1 Building Code'RD4G r (No HC-023 ) �-s62s I Ante ante No w O 5/16' ELCO TAPCON W/ e1C V-145 1 1/4 MIM, 1 1/4' Ge MIN EDGE DIST. EDGE DIST. 5/16' TAPCON W/ 1 1/2' MIN EMBED. ' I.._ � �•- -•�TYP <SEE NOTES FOR SPACING) THOMAS J. SOT03 �i HINGE ASSEMBLY DETAIL ByTYP I 1 1/2' MIN EMBED. INTO CONC. I I PROFESSI ENGINKER (SEE NOTES FOR SPACING) ' �d #FD-624-2 Tviialnl ado ProduUCollro . (CONC. TO BE 3 KSI MIN.) I 2 x (P,T.) t'. `t.e :- �. WOOD BUCK ,♦♦ ✓$ Revision Notes: LA 1/2' . -•. 1 1/2• (SEE GEN, NOTE i13> ♦ r WS (MIM.,E ED. :�.�.�. :: « (MIN. EMBED ,♦♦ •SF•�,t �,��. Revised to comply w/ FBC2004 -11/01/05 8501 NW 90th St. L Revised to comply w/ FBC2007 do added MEDLEY, FLORIDA 33166 Q 5225 Insulated Glass 01/22/10 INDUSTRIES INC. (305) 696-8660 Ashland Mult-Point Lock 01/27/11 MANUFdCTURFR of QUALITY ALUMINUM IrINDOWS AND CLASS DOORS 1/4' MAX. SHIM TYP. 1/4' MAX. SHIM TYP. ; Revised to comply w/ 2010 FBC Draw CatPart Prod Cabyory: Sertee/MadeL• Item Shoot �b•� i�� SEI Revised to complyw/ 2014 FBC NOA APPROVAL IMPACT FRENCH DOOR 5 OF 6 .0 :df/ti Revbed DW Das cucked: ff ff •. ,� R,,�4; �� Nelson Eraze 01/1e/15 "La Porte Impact French Out—Swing Door NOTED �j i 1 4';�►~ Drawn$y: Dab Damn OPTIONAL INSTALLATION DETAILS MAY APPLY s� '"""s n (:'':e` Nelson Erazo 01/20/12 TO DOOR FRAME .IAMB AND/OR FRAME HEAD. FRAME INSTALLATION OPTIONAL DETAILS ' t` Seal.: Par!Number: Draw(np Number., RrA&Wn Lek (TYP.> DATE ____ n.t.e. FD-2003 G 076 13.5 I 4,500 078 3/8' RD, 3/8' O.D. .DSO o STEEL BOLT STEEL BOLT a 00 3' .875 .062 I .460.986 .096 p �? 56 GUIDE GUITOPDE 56 l I 1.750 1,750 GU ,065 l/21. 17 r 1.259 j -1 .908 I 074 127 .667 GLAZING ADAPTER QUARTER ROUND I I j 26 (11/16") BEAD I O FRAME HEAD FLUSH BOLT AND #L-910 PANEL HINGE STILE 1 o a 0 TWO-POINT LOCK #FD-634 O I #L-901 9 a m m 49 #L-907 ANGLE GUIDE - 1.812 .• �° 10 #FD-627-1 .06011 aav m O1 ar & & .119 .730 •726 I 4.187 i< I I 1.250 I 2.031 -� I I� .808 I 098 .100 .064 064 2.000 to j I s 1.500 ,075 -� QUARTER ROUND 1,750 J J 1.124 li HINGE LEAF 908 10 (3/8") BEAD #L-912 41 V N V 1.500 .070 , I 4.500 5.05 N N b INACTIVE-PANEL #L-902 • • 060 O PANEL LOCK STILE O FRAME SILL \ ti N FLUSH BOLT .656 #L-906 .0.000 47 ANGLE GUIDE .835 00000 1 1/2" LONG I • • • #FD-625-1 0,656 ,808 -�-I I� 1.75 -� 1.750 1,812 --� 0 N 0000•• 0000 0000• tea• :63 •• MULTI-POINT MULTI-POINT QUARTER ROUND 125 •0•�0 = LOCK ACTIVE LOCK PASSIVE O (1/4") BEAD a �i i�• on 1.250 #L-911 .072 J I 2 0000•• • • �• x CYLINDE 000000 • • • o • J 1.625 1 F 0.198 •• •• •• •• ••••� J LOCK I .045 065 �••�•� • •0 � o �' 0 2 • • • • 0000• HALF ROUND Ob2 I 4.000 4.500 s••"• • a p• 42 FALSE MUNTIN O RAIL ADAPTER 072 -- .500 0 000 0000• TURN 0 0 1 1/2' #L-913 #L-909 .094 _ O dAM941DL�TER.go 0 • _l KNOB _ I #L-904 • I I .082 .100 -I h-1/8' Flexible Vin FPVC Composition-Team Plastics Inc. 4.348 50 51 52 53 SIDE11TE PANEL 61. FPVC Blacic Compound No.7200-75 I 1.812 OALUMINUM PLATE PHYSICAL ASTM NO. -I 136 .100 2" LONG Durometer Hardness"A",10 sec 75 D-2240 #HC-002 Specific Gravity 1.45 D-792 h� 0,078 J 0.058 J Tensile Strength,PSI 1640 D638 O PANEL TOP & ACTIVE HANDLE PASSIVE HANDLE Ultimate Elongation,% 340.0 D-638 5 BOTTOM RAIL FRAME JAMB 4.066 & TRIMSET & TRIMSET Modulus@100%Elongatim,PSI 765.0 D638 #L-908 O 44 FRAME HEAD SHEAR PLATE W sso - #L-903 #L-915 a ImpactBritlleness, -31.0 D-746 5 02. FPVC White:Compound No.7267-75 NOTE ' PHYSICAL ASTM NO. 2.688 Durometer Hardness"A",10 sec 75 D-2240 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 218 .100 .500 2. SEE ELEVATION AT SHEET 1 OF 6 FOR Specific Gravity 1.45 D•792 , �A N is N TensileStrenglh,PSI• 1640 D-638 ANCHOR O.C. MAX. SPACING AND LOCATIONS _ r. �N . Ultimate Elongation,/0 325.0 D638 PRODUCT REVISED I 4.500 Modulus @ 100%Elongation,PSI 765.0 D-638 as complying� 11) Its Florida FRAME LOW SILL ci ImpactBrillleness, -30.0 D-746 BuildingCode ^Q� 07 N a AC PW tieo Nov, �+ �L.1Q'• 45 #L-916 THOMAS J SOTOS ate �•a••r� �E a PRO HOES! � ER � REFER TO DETAIL '63' AT SHEET # 3 OF 6 FOR ADDITIONAL NOTES AND LIMITATIONS. O57 BOTTOM BOTTOM °� sowI MiaD1I W Product Control GUIDE GUIDE 57 e cio `�� v Re seion Notes: LA WS oP° �� -'�� :fig'• V7 �� Revised to complq w/ L�BC2004 -11/01/05 8501 NW 90th St. 3/8. O.D. 3/8' O.D. 5 225 Revised to comply w/ FBC2007 & added MEDLEY, FLORIDA 33166 �o - • r Insulated Glass 01/22/10 I N 1.5 U S T Fe I E S, INC . (305) 696-8660 to� STEEL GALT STEEL BOLT * - L-STA[r1LESS STEEL BOLT a> ti Ashland Mult-Point Lock 01/27/11 YANVYACTURER OF QUdLITY ALUMINUM WINDOWS AND CUSS DOORS 0 tional Multi-Paint Locks tr) 5/16' O.D. SSS c+/- 76.0 psF) �Q. Revised to comply w/ 2010 FBC Draw Ctarr Part Claw P+od Cabpory: Serlrr/Mad4k tarn sAntr I� 3/B' O.D. SSS c+/- BGO psF) L OF : w� Revised to comply w/ 2014 FBC NOA APPROVAL IMPACT FRENCH DOOR 6 OF 6 OPTIONAL 86.0 psf DP) ads` Rrobrd By: Dab CAreked• „ „ „ .� P•: Nelson Erato 01/18/15 La Porte Impact" French Out-SwingDoor 9LOCK TWO-POINT LOCK Active Lock Passive Lock 16 INACTIVE-PANEL C• R • �' DabsP#HC-050 ASHLAND #W5110-STACTS ASHLAND #W5110-STPAS4 FLUSH BOLT #HC--001 ��Ps��s'�� '�Q�t�� " Neleoa Erazo 01/20/12 78.0 psf DP) HANDLE & TRIMSET HANDLE & TRIMSET I RUI i YV sem. n.t.s. part Numb". Drou*W Nur"8K' FD-2003 RST zm G ASHLAND #W5201A-A ASHLAND #W5201A-P DATE_____