The URL can be used to link to this page

WS-17-2021r ^- �-- �� ' . �se� _1; � �! i :'. �d�v �� : ;. �. Sa > �� 3'� 'Fd . k; 9 `�xt ��;r 3 � �.�,. �t � 'wry < Hr �, J� R��VJ�'F � `. � �4--ki =>- i ,i �� L f - - 3€ r'. Y �� yHOREy L� F�OR1Dp' Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Permit NO. WCV-8'-1 %-2021 Permit Type: Windows/Shutters 'tvork Classification: Window/Door Replacem Permit Status: APPROVED issue oats: 8110/2017 1 Expiration:02/06/2018 Applicant 43 NW 110 Street 1121360030610 Miami Shores, FL 33168-4318 Block: Lot: INTER MALL INC Owner Information Address Phone Cell INTER MALL INC 8260 SW 2 Street (786)231-7789 MIAMI FL 33144- 8260 SW 2 Street MIAMI FL 33144- Contractor(s) Phone Cell Phone TOP CRAFTS INC (305)258-1439 Type of Work: WINDOWS AND DOOR REPLACEMENT EXTERI No of Openings: 14 Additional Info: WINDOWS AND DOOR REPLACEMENT EXTERI Classification: Residential Scanning: 3 Fees Due Amount CCF $1.20 DBPR Fee $3.60 DCA Fee $3.60 Education Surcharge $0.40 Permit Fee $240.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $259.40 Valuation: $ 1,500.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-17-64829 08/10/2017 Check #: 1094 $ 50.00 $ 209.40 08/10/2017 Check #: 1095 $ 209.40 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of a issuan�e to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto aVrre with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permbility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVhe f going information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zot rize the above -named contractor to do the work stated. August 10, 2017 Authorized SigriaturkWer / Applicant / Contractor / Agent Date Building Department Copy August 10, 2017 1 RAiami Shores Village swo Building Departn ent REk" 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 AUG 1407 Tel: (305) 795-2204 Fax, (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 ST) FBC 20'q BUILDING Master Permit No. RC-3-17-723 PERMIT APPLICATION Sub Permit No.__� 7BUILDING 7 ELECTRIC 7 ROOFING 7 REVISION ❑ EXTENSION ❑RENEWAL [PLUMBING 71MECHANICAL 7PLIBLICWORKS Ej CHANGE OF CANCELLATION A SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 43 NW 110 Street Miami Shore FI. 33168-4318 City: Miami Shores ..County: . ........ . Miami Dade Zip: Folio/Parcel#: 1121360030610 Is the Building Historically Designated; Yes NO X Occupancy Type: _ Load: __ Construction Type: —Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): INTER MALL INC, Phone#: Address:8260 SW 2 STREET City: MIAMI State: FLORIDA Tenant/Lessee Name: Email CONTRACTOR: Company Name: TOP CRAFTS INC. Address: 9145 SW 40 STREET City: MIAMI State: FLORIDA Qualifier Name: LUIS 0 RODRIGUEZ State Certification or Registration#: CGC 1509617 DESIGNER: Architect/Engineer: N/A KIIA Phone#: p: 331-AA r-r hone#: 786 258 1439 Zip: 33165 Phone#: 786 258 1439 rtificate of Competency#: N/A one#: Address: — City: State Value of Work for this Permit: $ 1,500. 00 Squ6re/Linear Footage of Work: Type of Work: 7 Addition 7 Alteration ❑ New 0 Repair/Replace Description of Work: WINDOWS AND DOORS REPLACEMENT Specify color of color thru tile: Submittal Fee Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee Training/Education Fee $ Structural Reviews $ CCF $_ DBPR $ ❑ Demolition CO/Cc $ — Notary Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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 promise in good faith that a copy of the notice of commencement and construction lien h whose property is s 'ect to attachment. Also, a certified copy of the recorded notice of col for the first inspe Qio which occurs seven (7) days after the building permit is issued. inspection will not be pproved and a reinspection fee will be charged. Sign The foregoing instr ment was acknowledged before me this (A day of CU 20 _i by �-)-,who i �ersonallyknownNo me or who has produced as Signature v lue exceeding $2500, the applicant must brochure r will be delivered to the person n nce ant must be posted at the job site In h a ence of such posted notice, the CONTRACTOR The foregoing instrument was acknowledged before me this © () day of �`k/ CAXA,/A 20 J —_ by I S 2 who i personall�w. a 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: y �5 C"� �- _ � Sign: Print: �y�4"7l (tib Print: : Seal: Seal: N" '.� MY COMMISSION FF OUMM02 W COMMISSION FFt 12 EXPI : October 1, 2019 *= EXPIRES: Oc 2019 . ;!;c Borpied Thru Notary ub6e UnderwAkn . ": lobar 1, .� ;h• Doffed Thru Notary PubGe lNderrrriters # APPROVED BY �( _ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) _0 mia'ri Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector mill also verify anchor type, edge distance, embedment and spacing. The purpose f ( this `inspection, is for the verification of conformance with Product Approval A Acknowledge e Qualifier/Owner Signature Date Print Name Detail by Entity Name Page I of 2 L,,)rjdb Department of State Org Department / Division ofCorporations / / Search, ec.rjr,,i,, Detail Fay Document N urn ber _fL- ---_ _ GORPORA�.IDNS http://search.sunbiz.org/lnquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 8/10/2017 RECEIVED AU610 2W MIAMI•DADE Ck TIN-1 - ADE COUNTY OIT OLSECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11treet, Room 208 HOARD AND CODE ADMINISTRATION DIVISION T 7 1 � 6) 315-2599 . NOTICE OF ACCEPTANCE (NOA) a nI ov�ecoaom ES Windows, LLC 10653 N.E. Quayin•idge Ct. Miami, FL 33138 ,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 matotiiA6 fails to perform in the accepted manner, the manufacturer will incur the expense of such;testtq and the tWIJ may, • • • • immediately revoke, modify, or suspend the use of such product or material withirt their jurisdivu ptt• RER • • reserves the right to revoke this acceptance, if it is determined by Miami-DadelMit4ty Prodrkt'Controt'•"• Section that this product or material fails to meet the requirements of the applicable Gu�lwrg code. :....: This product is approved as described herein, and has been designed to comply -yit1; � he Flc:kkr 6iilding..... Code, including the High Velocity Hurricane Zone. • ...... .... ..... DESCRIPTION: Series " 2000/ 2050" Aluminum Horizontal Sliding Window L•Lxi I. • • • • • • • • • • • • APPROVAL DOCUMENT: Drawing No. W03-75, titled "Series-2000/ 2050 A;itnr.14oriz. Sliding Wd� . • (L.M.1)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revvion;'H" djed- 1'16/1� • prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P. E.,'b�ridg tlieJWanu-Dad4""; COL n v Product Control Revision stamp with the Notice of Acceptance number and Expiration dak►by tine M't ui--Dade County Product Control Section, IVI SIZE I ACT RATING: Large and Srnall Missile Impact Resistant a l ,III' is F Q CP o d';t ca > ar no a e in z o = m in t Mat�},r' toe romit n!y�i rP w > ¢ w o f d w�tt b aid, a Q Z O I L N Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, mer.ica Latina, series, and following statement: "Miami -Dade County Product Control less otherwise noted herein, of this NOA shall be considered after a renewal application has been filed and there has been he applicable building code negatively affecting the performance of this product. ION of this NOA will occur after the expiration date or if there has been a revision or change Is, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement t, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure h arty section of this NOA shall be cause for termination and removal of NOA. MENT: The NOA number preceded by the words Miami --Dade County, Florida, and lie expiration date may be displayed in advertising literature. If any portion of the NOA is n it shall be done in its entirety. P m 3 N: A copy of this entire NOA shall be provided to the user by the manufacturer or d�t ib>or d shall be available for inspection at the job site at the request of the Building Official. ises NOA No. 13-0617.28 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. its NOA No. 14---0923.10 Expiration Date: November 06, 2018 Approval Date: February 05, 2015 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and ct no financial interest, dated 09/10/14, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, complying with FBC-2,010, and of no financial interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P. E. (Submitted partially under previous NOA No.12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Clramorro. (Submitted partially under previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R, Wenzel, P. E. . . .... ...... (Submitted under NOA No. 09-1008.06) • • 000000 • • 5. Proposal No. 09-1583 issued by Product Control, dated 11/23l'l�'signed 13 Jaime I7.""' Gascon, P. E. • • • • • . (Submitted under NOA No. 09-1008.06) .... """ . ..... 6. Laboratory compliance letter for Test Reports No.'s FTD-•133§ and• "»FI;--5475; : • • issued by Fenestration Testing Laboratory, Inc., dated 01/17m8 laid 12/20", signett"•;• and sealed by Carlos S. Rionda, P. E. . . . . (Submitted under NOA's No.'s 08-0527.13 and 07-0928.13). ; •"•. ...... , . 7. Laboratory compliance letter for Test Reports No.'s FTL-•3$04 and• �'I'I,3804; 000. issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03'revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P. E. (Submitted under NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLC, for their Series "2000/ 2050" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/19/13 and expiring on 11/06/18. Jaime D. Gascon, P.E. Product Control Section Supervisor NOA No. 14-0923.10 Expiration Date: November 06, 2018 Approval Date: Februarl, 05, 2015 1�cj ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted udder NOA's No.'s 03-0910.02 and 09-1ON. 06) 2. Drawing No. W03-75, titled "Series-2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "H" dated 09/16/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TA,6%�92-94 3) Water Resistance Test, per FBC, TAS 202.-94 . ...... 4) Large Missile Impact Test per FBC, TAS 20t *94 • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, T*AS VU3-94 6) Forced Entry Test, per ASTM F 588-04/ 0 �j per F$C %411 • • • • 3.2.1, TAS 202-94 .... . ..... 7) Deglazing Force Test, per ASTM E 987-86(1 •09) ar4pex FBC • •: • •' 2411 3.2.1, TAS 202-94 " " •••• ••••:• 8) Operation Force Test, per ASTM D 22564Y(kIO08) and'' per FBC • 2411 3.2.1, TAS 202-94 0 0 • ..... along with marked --up drawings and installation diagram *oi'a :horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Repurt No. BTL-5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-1008.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202--94 7) Deglazing Force Test, per ASTM E 987-88(R2009) and per FBC 2411 3.2.1, TAS 202-94 8) Operation Force Test, per ASTM D 2256-02(R2008) and per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5338 and FTL--5475, dated 01/17/08 and 12/20/07 respectively, signed and sealed by Carlos S. Rionda, P. E. / (Submitted under previous NOA No."08-052713 and 07-0928. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 1--0923.10 Expiration Date: November 06, 2018 Approval Date: February 05, 2015 E-1. ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. 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 AAMA 1302.5-76 and per FBC 2411 3.2.1, TAS 202-94 • . . .... ...... 7) Deglazing Force Test, per ASTM E 987—fl-a& der FBG 2411 3.2.1, TAS 202-94 •••,•• •• •••••• 8) Operation Force Test, per ASTM D 2256—D2•a161d per FBC 2411 :....: 3.2.1 TAS 202--94 • • • • • • along with marked —up drawings and installation diagrarr4. o*.4iorizoiaW. sliding. % window, prepared by Fenestration Testing Laboratory, -N - •Test k""is No.***:* FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 le's;8i:tively, revised & reissued on 08/10/06, all signed and sealed by Joseph C. Chan, P. F * • • • (Submitted under, NOA No. 03-0910. 02) ' ' ' • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC-2010 and with FBC 5"' Edition (2014), prepared by Al—Faroocl Corporation, dated 09/09/14, signed and sealed by Javad Alunad, P.E. 2. Glazing complies with ASTM E1300-9.8/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass@ Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Jaime D. Cascon, P. E. Product Control Section Supervisor NOA No. 14-0923.10 Expiration Date: November 06, 2018 Approval Date: February 05, 2015 E--2 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5ch Edition (2014), and of no financial interest, dated 09/10/14, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahinad, P. E. (Submitted partially under previous NOA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Toirente and by Andres Chamono. (Submitted partially under previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P. E. • (Submitted raider NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/2V09 •signed byJaime D...... ascon, P. E. ...... (Submitted under NOA No. 09-1008.06) • • • • • • .... . ..... 6. Laboratory compliance letter for Test Reports No.'s FTLZ338 and KfL-5475,.:.. • issued by Fenestration Testing Laboratory, Inc., dated 01/17/4Wn4 12/10h4'6,•signeo1 •• • and sealed by Carlos S. Rionda, P. E. : • •; •; •. (Submitted under NOA Is No.'s 08-0527.13 and 07-0928.13): • • • "" �' 7. Laboratory compliance letter for Test Reports No.'s F'11•—.3809 and. XTL-3804' • • •; issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/033 revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P. E. (Submitted under NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLC, for their Series "2000/ 2050" Aluminum Horizontal Sliding Window -- L.M.I., approved on 09/19/13 and expiring on 11/06/18. .4 . Jaime D. Gascon, P. C Product Coartrol Section Supervisor NOA No. 14-.0923.10 Expiration Date: November 06, 2018 Approval Date: February 05, 2015 E-3 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.] SHUTTERS ARE NOT REQUIRED. JI SERIES-2000/2050 ALUM HORIZ SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 1 6' MAX. HEAD/SILL CORNERS . WINOOW WIDTH 10" M E ADOL ANCHOR AT STILE ENDS ENDS SEE SHEETS 2 & 3 HEAD FOR CAPACITY SILL r\ II II ---n---°r I, ,1 II II II II p II 11 II II _yL___ ---Ir- - ter p '/ I� -_=lt�yL�.._ - �i /7 IrfIr--- �I •/ t� M O �I •/ I� _1 - 'I < II 'I ._JL_-_ IL- I I' 11 JI IL I I I' 11 JI IL I I B ll II .I d II FALSE MUNTINS (SURFACE APPLIED) MAY BE USED XX V1 33 1/2" 33 3/8' 33 1/2" ¢ o D.L. OPG. D.L. OPG. D.L. OPG. 37 5/8" 37 5/8" VENT WIDTH VENT WIDTH jawlImMAR�1%�ll�� •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • PRQDUCTRB�yS rld • mamplying�'g6 Io• • • • • BZ2b • • • Detc • ZO • • • Br4-�._8.a.`�� Mlaml rde Product Ccau�l ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 2014 LAMINATED GLASS LARGE MISSILE IMPACT �v 0 r F� a v O X 0 08 v a; 0 'Rag Q W U. N ai Q HE 13 8 i B a � drawing no. W03-75 1/8" ANN. GLASS _.090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" ANN. GLASS SILICONE I %DOW CORNING 795 z N 0 rc � 28 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'A' 1/8" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" ANN. GLASS a SILICONE `OOW CORNING 795 z ��Iln, � N 1/8" HEAT STREN'D. CLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE t DOW CORNING 795 � N ^ AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'Al' 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/5" HEAT STREN'D. GLASS a SILICONE Z r DOW CORNING 795 i m 21 �.0 �I ! I La AT 0 28 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 3/16" ANN. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" ANN. GLASS SILICONE DOW CORNING 795 Z ui z N O I II II 'I h I AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'B1' SILICONE DOW CORNING 795/983 z SILICONE I DOW CORNING 795/983 p 3 Z n Z Z I". W IL N E IL00 Co o Qev p O AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES 0 a<Q o C WIDER THAN 36" WIDER THAN 36" 0 d r 0 (Do 5/16" LAM. GLASS 7/16" LAM. GLASS a' N �1 Q w 2•-� ALT. GLAZING OPTIONS j M a SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. 0 5/32" HEAT STREN'D. GLASS 5/32" HEAT STREN'D. GLASS .090" INTERLAYER .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE 1/8" HEAT STREN'D. GLASS SILICONE • • 000 • • • • • i • DOW CORNING 795 m a Z k+ m DOW CORNWG 795 • • • • • • • •• • • • • • • • • 21 I 1'I II II I, I II II ,I DUCTREVIgF.D • • • • • a a c ea mplying wwlllM FlRrI� & o • 8 ��• • Qom}• •�}•�• / L �•i-� • � 28 28 t 28 A p o `/�j ilrQ • • AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES • • • ` a • WIDER THAN 36" WIDER THAN 36" WIDER THAN 36" GLASS TYPE V GLASS TYPE 'B' GLASS TYPE 'E' M17 ptodudconvoi'� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '!AO AHIMO CIVIL E t 70592538 \ a _ a O drow,ng no. 2014 W03-75 sheet l .l of �, DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. ANCHOR SPACING ADDL. ANCHOR STD. MTG. RAIL (FRAME SILL •1. 2, 3 & 4) SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS H.D. MTG. RAIL (SILL •3 & 4)** H.D. MTG. RAIL (SILL •3 & 4)** GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'B1' CLASS TYPE 'C' CUSS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'BI' GIASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'D' CLASS TYPE 'E' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(F) INT.(-) E%T.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 37" 26' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 53-1/8' (3) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 74• 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 26-1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 37" 38-3/8' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 53-1/8" (3) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 74' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 26-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 37' 50-5/8' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 53-1/8' (4) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 74' 8 - - 70.0 90.0 70.0 50.0 80.0 90.0 - - 26-1/2' 3 70.0 80.0 70.0 90.0 1 70.0 60.0 80.0 90.0 - - 37" 63" 4 58.9 67.3 70.0 90.0 70.0 80.0 80.0 90.0 - - 53-1/8" (5) 6 42.6 48.7 70.0 86.6 70.0 80.0 80.0 90.0 - - 74" 8 - - -- - - - - - - 75.3 1 75.3 80.0 90.0 24" 3 70.0 80.0 1 70.0 90.0 70.0 80.0 80.0 1 90.0 - - 36" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 48" (2) 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 60 a 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72" 8 70.0 80.0 70.0 90.0 1 70.0 80.0 80.0 90.0 - - 24' 3 70.0 80.0 10.0 90.0 70.0 80.0 80.0 90.0 - - 36' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 48' 33) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 60" 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72- 8 70.0 80.0 70.0 90.0 70.0 110.0 80.0 90.0 - - 24' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - W. 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 48" 60" 72" (4) 6 70.0 80.0 80.0 70.0 70.0 90.0 70.0 70.0 80.0 - 80.0 80.0 80.0 90.0 90.0 90.0 - _- - - 6 8 70.0 70.0 90.0 - 80.0 70.0 90.0 70.0 _ 60.0 80.0 24" 3 70.0 80.0 70.0 90.0 1 70.0 80.0 80.0 90.0 - - 36" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 48" �) 8 54.2 61.9 70.0 90.0 70.0 80.0 80.0 90.0 - - 60" 6 45.1 51.5 70.0 87.3 70.0 80.0 50.0 90.0 - - 72' 8 - - 70.0 78.7 70.0 78.7 80.0 82.7 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB - FrI N •1 •2 _L STD. SILL WITHOUT RISER STD. SILL WITH RISER LIMIT EXT.(+) LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS TO 70.0 PSF n N •3 HI -RISE SILL V41THOUT RISER LIMIT EXT.(+) LOADS TO 67.5 PSF *k SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS 5 STD, MTG, RAILS STD. MTG. RAILS S-2000 S-2050 6A A.1 5 kn ALTERNATE TO 6A & E&I �5 5. jLp• MTG. RAILS H.D. MTC, RAILS S-2000 S-2050 PRODUCT REVISED u complying wiLh the Florida ButldlgT t:IEc�, .�-©q23-J-Q ncuPisnwD / C -ar n IS ffy Mlaml ePe uu Control • • • • • • • • • NOTE: • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION 40 • • • • • • • • • DECLARATORY STATEMENT OCA05-DEC-219 M C- FLA. PE 1 70597. • • • • • • • • • CAN. 3538 ••• 0 0 HI -RISE SILL WITH RISER 0 0 Z42014 LIMIT EXT.(+) LOADS TO 80.0 PSF • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • arowing no. W03-75i DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. ANCHOR SPACING ADDL. ANCHOR STD. MTG. RAIL (FRAME SILL •1. E. 3 & 4) SEE DETAILS BELOW FOR W(4) LOAD LIMITATIONS H.D. MTG. RAIL (SILL •3 & 4)* N.D. MTG. RAIL (SILL •3 & 4)* GLASS TYPE 'A' GLASS TYPE. 'R' CLASS TYPE 'AI' GLASS TYPE 'Bl' GLASS TYPE 'C' GLASS TYPE 'D GLASS TYPE 'AI' GLASS TYPE 'Bl' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'A1' GLASS TYPE 'Bl' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INL(-) EXT.(+) INF(-) EXI.(+) INT-(-) M.(+) INT.(-) 74' 9 70.0 1 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 106-1/4' 23) 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 111' 12 - - - - - - 80.0 90.0 - - 74' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 106-1/4" 38 (; 8" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 111" 12 - - - - - - 80.0 90.0 - - 74' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 106-1/4' 111" S0-5/8' 4 12 70.0 80.0 - 70.0 - _ 90.0 70.0 80.0 80.0 90.0 - - 12 - - - - -- BO.0 90.0 - - 74' 9 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 - - 106-1/4" 63; 12 - - - - - - 77.1 77.1 80.0 90.0 111" 5 12 - - - - - - 75.3 75.3 E0.0 90.0 72' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84' 24" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 96' (2) 9 70.0 80.0 70.0 90.0 70.0 1 80.0 80.0 90.0 - - 108" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84' 36' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 96' (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 108" 1 12 70.0 80.0 1 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84' 411' 9 70.0 80.11 70.0 90.0 70.0 80.0 80.0 90.0 - - 96" 108" (4) 9 12 _ 7_0.0 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 90.0 - - 80.0 70.0 _ 90.0 _ 70.0 80.0 90.0 - - 72" 9 54.2 61.9 70.0 90.0 70.0 80.0 80.0 90.0 M. 60" 9 47.6 54.4 70.0 90.0 70.0 80.0 80.0 90.0 - - 96" (5) 9 - - 70.0 83.9 70.0 80.0 80.0 88.2 80.0 90.0 108" 1 12 - - 70.0 78.7 70.0 7117 80.0 82.7 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB n N •1 STO. SILL WITHOUT RISER LIMIT EXT.(+) LOADS TO 53.3 PSF STD. SILL WITH RISER LIMIT EXT.(+) LOADS TO 70.0 P (I/3W) 0/3W) (I/3W) ** SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH •3 HI -RISE SILL WITHOUT RISER HI -RISE SILL SF LIMIT EXF.(+) LOADS TO 66.7 PSF LIMIT EXT.(+) WITH RISER LOADS TO 80.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2060 STD. ANCHOR SPACING WINDOW DIMS. A STD. MTG. RAIL (FRAME SILL •1. 2, 3 & 4) SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS H.D. MTG. RAIL (SILL •3 & 4)* CLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'At' GLASS TYPE 'Bl' GLASS TYPE 'C' CLASS TYPE 'D' GLASS TYPE 'A1' GLASS TYPE 'Bl' GLASS TYPE 'D' GLASS TYPE 'E' HEIGHT EXf.(+) TNT.(-) EXT.(+) INT.(-) EXF.(+) TNT.(-) EXT.(+) INT.(-) 26' (3) 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 11 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 12 - --- 80.0 90.0 F06/4 38-3/8' (3) 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 11 - - 70.0 90.0 70.0 80.0 80.0 90.0 12 - -- - 80.0 90.050-5 8" B _ 90.0 70.0 80.0 80.0 90.0 74" 63' 8 - T-7 ---80.0 90.0 72' 84' 96' 108' 24' (2) 8 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 90.0 70.0 80.0 80.0 90.0 90.0 9 70.0 90.0 70.0 80.0 80.0 11 70.0 90.0 70.0 80.0 80.0 90.0 72" 84' 96" 108' 36' (3) 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 60.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 00.0 80.0 90.0 11 - - 70.0 90.0 70.0 80.0 80.0 90.0 72' gq• 96' 48' (4) B 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 9 - - - - - - 1'), ..0 72" 60' (5) 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SI ( ) = N0. OF ANCHORS PER JAMB STD. MTC. RAILS STD MTG. RAILS S-2000 S-2050 O • • �L'ERN,AE • • • t0/6A & 6A• • PSF HD. MTC. RAILS HrD. MTC. RAILS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LL (1/4W) 0 /2w) 0/4W) i II OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH PRODUCT REVISED nv compiyLlg wiOl die Fl.idA BNB6l9g Coda:gZ 3. 10 AcuMsnw tb I / F�cp Deu 2G miam - i, o v3�etC Miami• t}Ya Comml NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 CIVIL E 70592 N. 538 z I ryhpp fW O 0 IL 0 < D M 0 0 M 0 0w Q W 3 � N w_ZIn N_g �I 0 ryMry _Q yJW1 Q W ei f F .a i >i J� drawing no. W03-75 TYPICAL ANCHORS Ed METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I AND TRANSFER THEM TO THE BUILDING STRUCTURE. n _____ _____ _______ Z n 3 IiN1AMl-DARE COUNTY APPROVED j IMULLION & EMULLION ANCHORS i TYPICAL ANCHORS: SEE ELEV. FOR SPACINGSEPLL I OA /4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy=155 KSI) i U INTO 28Y WOOD BUCKS OR WOOD STRUCTURES a _ -- __ _ ____ 1-1/2" MIN. PENETRATION INTO WOOD Q' C THRU iBY BUCKS INTO CONC. OR MASONRY V 3 a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY d a m o DIRECTLY INTO CONIC. OR MASONRY G a. Ro o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY VI • p TYPICAL ANCHORS TYPICAL ANCHORS #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) LL i ✓1 c SEE ELEV. SEE ELEV.- ul f FOR SPACING FOR SPAC1Nc INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = i /e") Q w INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n Ed = ANCHOR EDGE DISTANCE 3 e INTO CONCRETE AND MASONRY = 2-1/2" MIN. o INTO WOOD STRUCTURE = 1" MIN. I a INTO METAL STRUCTURE = 3/4" MIN. o J WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. s 4i CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. UI c C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm = 2000 PSI MIN. � 3 N n 0 ^ rM n SEALANTS: $ 3 z o FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL N`� o SEALED WITH WHITE/ALUMINUM COLORED SILICONE. I N N Q Il W n: r WUPHOLES: - D Wl = 1-13/116" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE p W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END »lo mN09 • •i: • • & ANAORS SEE EIEV. FOR SPACING PRODUCT REV ISF.D Dt,•.Fktida u as wn�plying wiW Ac0 �2 �. S-o pTu8ding Cockt,/ G/ p o • f (U Control = o y • • 3•I � �� ode Fro uu p „ o SERIES-2000 W _ •.�.' SERIES-2050—� 'F F.4r. JAVAD AHMA0 CML I -.•• FLk PE / 70592 md C N. 31 38 • rowfingno.] •• W�D @cl 2�14 W03-75 sheet 4 of 9_ l • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART A QUANTITY DESCRIPTION MATERIAL Uw TYPICAL ANCHORS_ SEE ELEVS. FOR SPACING � N 1 Fr__ _________ __ 3 IMIAMI-OAOE COUNTY APPROVED II Z S; �IMULLION & MULLION ANCHORS 1� e IISEE SEPARATE NOA II •Ed 0 e' I� �1 f ID n e.I Ed II (L o ----------�' :.0, n° C 0t a 27 ti 27 ° G ei ALT. 0 A. 0 it ro i Q i OJ N TYPICAL ANCHORS Q w 3 n „ SEE ELEV. FOR SPACING {L Z = (YY a W •1 11 "—� 3 a v d M } J m o J trJ Q c ? N 0 N M n M Y Z 3 J e �' Z LL o v L7% W N S 4 . o 4 a t H a s" U b a a U n Ooo«ol'"e SOW C 2� ALT. I • •• • • • • ••• • r --, � N • • • • • • • • • E�9r: JAVAD AHnAO n .. CNd- j 3 •. •Ed FLA. PE / 70592 3 ' o • • • • • • • • • • • II. 3538. , . '_ P ' P"" - ... . I • • • PROSUCTREVISED• • • • • • ai copPlping wi11•Ihc Florida• • • Ilul ooze /Y� a r (,p �+ � K c drawing no. TYPICAL ANCHORS • Act xNo `� SEE ELEV. FOR SPACING • • • EYPi•Gn,Dlrto/ l�y • B p Co0lroj 1 �1 �u�� W03-75 2Aiw0.� l Pred-1 sheet 5 of 9 AIANF./SUPPLIER/R¢MARKS 1 E51003 1 FRAME HEAD 6063-T6 - 2 ES2001 1 STD. FRAME SILL 60fi3-T6 - 2A ES2012 t HI -RISE FRAME SILL 6063-T6 - 3 E52003 1 FRAME JAMB 6063-T6 - 5 ES1005 1/ VENT FIXED RAIL (5-2000) 6063-T6 - 5.1 ES1051 1/ VENT FIXED RAIL (5-2050) 606}-T6 - 6 ESt004 I/ VENT STD. VENT MEETING fLVL (5-2000) 60b}-76 - 6A E52004 1/ VENT H.D. VENT MEETING RAIL (5-2000) 606}-T6 - 6.1 ES1052 1/ VENT STD. VENT MEETING RAIL (5-2050) 66G3-T6 - 6A1 ES1053 1/ VENT H.D. VENT MEETING RAIL (5-2050) 6063-T6 - 68 ES-2004A 1/ VENT H.D. VENT MEETING RAIL (5-2050) 6063-T6 ALTERNATE TO 6A 68.1 ES-1053A 1/ VENT H.O. VENT MEETING RAIL (5-2050) 6063-T6 ALTERNATE TO 6A.1 7 E51007 2/ VENT TOP AND BOTTOM RAIL 6063-75 - 8 E51006 1/ VENT JAMB SOLE 6063-TS - 9 ES 1008 AS RE00. GLAZING BEAD 6063-T5 - 9A ES1103 AS RE00. SQUARE GLAZING BEAD (5/16" CUSS) 606}-TS - 9B ES1017 AS READ. _ SQUARE GLAZING BEAD (7/16" GLASS) 6063-TS - 10 ES2002 1 SILL TRACK INSERT 6063-T5 - 11 ES2011 AS RE00. STD. SILL RISER 6063-T5 - 12 ES7009 2/ VENT SPRING LOADED VENT LATCH 6063-T6 AT 8" FROM ENDS 1ZA SL203 2/ VENT SWEEP LATCH ZALWC AT 11" FROM ENDS, BY INTERLOCK 128 /8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FH SMS 13 ES7012 // LATCH VENT LATCH SPRING ST. STEEL - I4 C18251N AS REOD. FOAM FILLED FABRIC W'STRIPPING - SCHLECEL 15 �8 % 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 16 {8 % 3" 2/ VENT FIX. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SMS 16A d10 X 4" 2/ VENT FIX. RAIL SILL SCREWS (HI -RISE SILL END) CRS P.H. SMS 17 W23211NC AS REOD. VENT &FlX. RAIL WSTRIPPING - ULTRAFAB 18 W23291NG AS RE00. FRAME JAMB W'STRIPPINC - UITRAFAB 19 YlPHL-100 2 BAFFLE, AT 3" FROM EACH END - M & M PLASTICS_ 20 �6 X 1/2" 2/ BAFFLE BAFFLE SCREW - F.H. SMS 21 ES7010 AS REQO. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 21.1 ES401J AS REQO. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE •A' 27A 27-425 AS REOD. GLAZING CASKET EPDM _ PLASTIC DUROMETER 60 SHORE •A• - 22 ES2007 4/ VENT ROLLER HOUSING &GUIDE 23 E52006 2/ VENT ROLLER BRASS/Si. ST. - 24 FS2005' 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1' X 3/4' X 1" LONG 26 - 1/ VENT _ 5/16" 80X SCREEN - OPTIONAL 27 ES1505 - FLUSH FRAME ADAPTER 6063-TS OPTIONAL 2B 27-372 2/ LITE SETTING BLOCK, 7/16" X 3/16" X 3-1/2" LONG EPDM DUROMETER 75t5 SHCRE A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O t ' N 1/4- MAX. VENT WIDTH V 4 N� SHIM © 12 O.L.O. O HEAVY DUTY Mo 1/4- MAX. • 3 13 STD. SHIMS 6A Z m 3 orb B 6 F to rL P..18Y a a. W000 BUCK o O 0 S METAL O STRUCTURE L a O O Is v O yl O w 6 g TYPICAL ANC HORS O > Q « -----SCREEN OPT. --�� - - - - - - - - - --- SEE ELEV.L5 ��JJJ �cdq w e FOR SPACING 68 N • O Q W � LL N EXTERIOR WINDOW WIDTH 17 TYPICAL ANCHORS XO LAYOUT SEE ELEV. FOR SPACING OX OPPOSITE 5 g � O o VENT WIDTH 1/4" SHIM U Q v MAX. 12 VENT WIDTH 1/4" MAX o .J.1 DO SHIMS z W \ 3 \ / 1BY I!n < m n 2@Y WOOD BUCK 16 6 _ STRUC RE WOOD BUCK 3 N n O� M _ n W - N (N clav SEEELEV.TYPICAL ANCHORS O ----SCREEN OPT --� -o - - - - - -o �__ SCREEN OPT.----- FOR SPACING v °v EXTERIOR ' a WINDOW WIDTH_ XOX LAYOUT PRODUCT REVISED a o O a+ wrnplyin, Kish the Florida Bona �N .14- — c�Z 3.1U � � 6 1/4" MAX.. C TYPICAL ANCHORS ARDato /ZAiB on pj lA�I-DADE COUNTY SEE ELEV. FOR SPACING SHIMS ALT. APPRML. • . • • . • --I✓ ru o 27 SEE dSEPOVEDARATEULION NOA • • • • • • • • • • • ;Niaml ode Pca ct Con,ro 1 y o n ° �f-- 1, • • • • • • --' '> ••• 10 1 1 • • • • VENTS WITH SPRING LOADED LATCHES (� - a Engr: JAVAD AHMAD t CNtt. FLA PE % 70592 36}8 II II • • • • • • C N. l; o ° TYPICAL ANCHORS _ _ _ '1 1} •`_JL_�_•�_� • • • • 0 SEE EI.LV. FOR SPACING • • • • • drawln no. T 2014 — WIW03 75 WINDOW WIDTH WINDOW_ W_ IDTH sheet 6 of 9 • • ••• • • • • • • • • • • • • • •• •• • • • • • •• •• ••• • ••• • • 1/4" MAX. VENT WIDTH O �U N SHIM n © O.L.O. O 6A.1 HEAVY DUTY o 1/4' MAX3 STD. SHIIAS 0 lg 6.1 2 -- __- 'P a E1Y f W W000 BUCK f METAL /L• a 2 0 V IL STRUCTURE I 17 _ - - _ - a 0 2 jr 17 _____SCREEN OPT. ________5 _ - _ _-_ _ _ - TYPICAL ANC RS IS _ � SEE ELEV. aol .0 <W. Q - LFOR SPACING 68 1 0 Kd L X Q w gn D.L.O.... : VI Z 10 Q �m EXTERIOR --- _ = —_ — Q Z. WINDOW WIDTH o O TYPICAL ANCHORS XO LAYOUT 17 ^ SEE ELEV. FOR SPACING OX OPPOSITE - _ - _ 3 n z C VENT WIDTH C5 lk 11 I/a" SHIM . D) VENT 151DTH 1/4' AIA7C. s _3 m 3 (�7 SHIMS L j Y WOOD BUCK 18 6.1 IBY WOOD BUCK 3 Q W STRUC RE 0 r M e 2 n �-� _ _ �+ to N < •� 17 — w B N SEE CAL ANCHORS Win r ----SCREEN OPT ---- - - - - - —--—� o c ---- SEE FOR SPACING v p, ING 5. w m EXTERIOR g WINDOW VADTH 4 XOX LAYOUT PRODUCT REVISED u v w complying with ft YlM& Dogding Code Au<ptance I-/� TYPICAL ANCHORS F�y1ifQlm DatC 1„6 APPROVED DAOE COUNTY SEE ELEV. FOR SPACING APPROVED MULLION By SEE SEPARATE NOA • • • • • • • • • • • • Mfarni adeP oct Control —� 0 « a I f-- T i • • • • • • • • •j o = o 0 • • " ; ; • • • • SERIES-2050 _ • • • • i VENTS WITHSWEEP LATCHES Erg,. JAVAD AHIMD '! I i o CVIL � FUL PE / 70592 I �_ 1 I • • • • • CA.N 3538 n WINDOW WIDTH 000 •• •WINDOW WIDTH • • • • • • • W03 75 OCT 2014 • • • • • sheet 7 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j^-2.330 1^ 114 .242 42 .857 Imo- I .715 1.434 .81{ 837 .803 -.062 � I .147 � 11.130 1.1300_ i=EA I I I .80 �Y Z2.186 V N I `9 a.062 I �9) GLAZING BEAD 837 d _�l. 1.250 1.250 Q 0 o raj V .813 Ot 930 1.400 FRAME HEAD VENT TOP/BOTTOM RAIL 1.421 1.122 .760 .078 1.230 STD. MEETING RAIL O SERIES-20DO STD. MEETING RAIL 6.1 SERIES-2050 9A SQUARE GLAZING STOP 203 .803 .OSO f1. C �i 7 v O Q M1 6 O N �i C Q W UI I w Q W d r M o Q 0. j 0,,1 $N LL G E I u 2.t88 .062 949 1��II 1.149 .868 �^--2.063--y I I .062 1.630 r �, LLL JJJ 2.063-�j I _062 1.630 930 y ..Ell ]I 111--JJJ .992 1.118 813 tz VENT LATCH 0 - F^- 2. i 90 � .062 � .77L( {{� - v � n N 1O .983 .062 TYP. 2996 2.375 .489 1.250- .813 - OS JAMB STILE 1.250 H.O. MEETING RAIL 6A SERIES-2000 1.250 H.D. MEETING RAIL 6A1 SERIES_2050 .837 9B SQUARE GLAZING STOP .500 z ti a n .500 2.330 O2 STD. FRAME SILL .062 2.392 2.555 t.678 292 68 2.268 27 FLUSH FRAME ADAPTER L^-2.063-�1 I .062 1.630 .930 tl 2.063-�{ L-f_J 062 ��+' 1.630 .930 _ll - " H 0 3 m W M z 4 N -.992 -j 1.118 .813 TYP. F I�-.969-d .719 1.250 H.O. MEETING RAIL 1.250 H.D. MEETING RAIL �1 W u7 r .983 (� FRAME JAMB 6B SERIES-2000 68. SERIES-2050 3 i � m -- 2.113 2.181 .078 .078 3.437 2.816 .068- - I .450 1.675 � .994--1 - - o o a .500 2.500 1.212 992 -� 1.212 .992 0612 i L-2.330 ,046 •• ••• .250[--ol,,2,510 • • • • • •• O HI -RISE FRAME SILL I1 SILL RISER1. • • FIXEf�RAII • (� SERIES- • • • • • • • • • • • fIXLO il,Il • • • ERNS-1 • yoryo � u w y I� • • • • • • • • • • • • O - rA62 .250 .3112 � 111 °v°I 3281- I rT.224 .54J O 368 ��250 • •uR�7PLYU8� Cody • • • • ,T. a4d • • • Engr. JAVAO AHMAD E(NL F1A PE I 70592 �I CAN- 3538 • r s n '1 I��PI 1.098 �1 ; I .11s L- •• A ello • �• 3.i • • • ar0w{ 10. lD SILL TRACK GLAZING WEDGE SCALE to By 1y_tw•.. 6liami U4de Produc2tomrol C sheet $ of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE MIA M I-DA DE COUNTY MMI 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 1, (786) 315-2599 NOTICE OF ACCEPT_A_N_CE (NOA) www.miamidade,Eov/economy ES Windows, LLC 3550 NW 49 Street Miami, FL 33142 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 UA 4',uthority Having Jurisdiction (AHJ). • . This NOA shall not be valid after the expiration date stated below. The Miami-Dac� Cou.nty Prodtot...ot•.Control...... Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade•eghty) res*efw die right • • • • • to have this product or material tested for quality assurance purposes. If this piVdItti br material fails tQ...., perform in the accepted manner, the manufacturer will incur the expense of suchoecost►rg and N%AW mad ' immediately revoke, modify, or suspend the use of such product or material within tli,zr jurisdiction. REIZ�:••• reserves the right to revoke this acceptance, if it is determined by Miami-Dade,,?gt,ttty Prcc llc`t,Eontrol..... Section that this product or material fails to meet the requirements of the applicable.huildurg code. .' This product is approved as described herein, and has been designed to comply 1vitC the Florida 0uilding...:. Code, including the High Velocity Hurricane Zone. • • • DESCRIPTION: Series 115000" Outswing Aluminum Casement Window — L. N101. APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum Outswing Casement Wdw. (L.M.I.)", sheets I through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, prepared by At-Farooq Corporation, signed and sealed by Javad Ahniad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mi turi-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia S.A., model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NQA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F lorida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the marufaCtUrer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0820.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0129.05 _ MIAMI•DADECOUNTYM Expiration Date: April 03, 2018 fj4 1 Approval Date: Nl�,y 14, 2015 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS ."". 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 see* """ 2) Uniform Static Air Pressure Test, Loading p { 1,'J iC TA-1 X;i ,94 • • 3) Water Resistance Test, per FBC, TAS 20244. %. 4) Large Missile Impact Test per FBC, TAS 204.94. ; • ; • • 5) Cyclic Wind Pressure Loading per FBC, TAS'203-94 .... . ..... 6) Forced Entry Test, Type "B" Window, Gra�* •1 d:per FI3 � . 411 3.2.1, TAS 202--94 and per ASTM F 588-0�..... . .' along with marked -up drawings and installation diagram of series 5000 o0utswing• • •: • aluminum casement window, prepared by Fenestration Testing lelhoratory, Inc., Tegk e: Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and'63/1'6/11 resla�ltively, both signed and sealed by Marlin D. Brinson., P.F. (Submitted under NOA No. 11-0419. 01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBCAS 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, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked —up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing I_.aboratoiy, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and scaled by Carlos S. Rionda, P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014), dated 10/27/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manu 1' � E. Product Control 1 xami er NOA No. 1 .05 Expiration Date: April 03, 2018 Approval Date: May 1.4, 2015 E-1 ES Windows, -LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNeinours & Co., Inc. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on Qi,-44/17. . . .... ...... F. STATEMENTS • ...... .. . ...... 1. Statement letter of conformance, complying with FBC-5" EJL44Q�2014), %nd of nQ • financial interest, dated October 27, 2014, issued by Al-Farooiq-Cprpoyation igne8" and sealed by Javad Ahmad, P.E. • • • • • •; • • 2. Laboratory compliance letter for Test Reports No. F1'.L-629d'zrid�TL-)IW,.issue$"" .. .... ...... by Fenestration Testing Laboratory, Inc., dated 02/25/11 an¢:Q17.L6/11 res%ectively, •• both signed and sealed by Marlin D. Brinson, P.E. ' . . . . ...... (Submitted under NOA No. 11-0419.01) � • � • 3. Laboratory compliance letter for Test Report No. FTL-5336, is�Qed'by Feh'bttr4ion ' Testing Laboratory, Inc., dated 11/16/01, signed and scaled by Carlos S. Rion&7, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series "S-5000" Outswing Aluminum Casement Window - L.M.I., approved on 11/08/12 and expiring on 04/03/18. 0 Manuel Pere P.E. Product Controk.Esa ilner NOA No. 1 - 129.05 Expiration Date: April 03, 2018 Approval Date: May 14, 2015 E-2 55 I D �E I 5 x b O z 3 i 54 1- CAM LOCKS (2) LOCKING POINTS ALL SIZES SERIFS 5000 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE RECUIREMEPITS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LI E0, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 9' SURFACE APPLIED A FALSE MIONAI A nPTIONAI 4 n \\A N - IV/ 5 it It N 0 to a / 5 / \ d 0 N t- 1. J _-.4p______ \ m r Z11 \ li ink >W \ II / B MULTI POINT LOCK m W LOCKING POINTS__ 30' iv SEE CHART 30 5/8" 30 5/8' D.L. OPG \ �� N0. OF O.l_ OPG D.L. OPC WDW. HEIGHT KEEPERS 35 1/4' UPTO AT SASH 35 7/8' 35 7/8' VENT WIDTH 2E' 2 VENT WIDTH VENT WIDT14 37' 40' 3 _ _ 74' WINDOW WIDTH 5S_ 5 WINDOW WIDTH SINGLE (X) DOUBLE (XX� TYPICAL ELEVATIONS gmg N Q= \ K �o u n •• ••• • • • • • •• • • • • • • • • • 2 o m o N • • • • • • :1-IE:E•JNDOW�•ARE RATED FOR LARGE & SMALL MISSILE IMPACT. u o W • • 000 • • •[SHUiTER6 AitFi NOT REQUIRED. loq Engr. JAVAD AHMAD ,� o CML PRODUCT REVISED ! g FLA. PE 1 70592 :cs complying with the FLorlda = \ • • • • • • • • •40� Cud. Bx15 Minmi )ade Ptodtul Cov1r �— 9 _� drowin no. WQ8 —�8 sheet 1 of I0� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: • 0'-ASS•CA•'ACIT}E! ON THIS SHEET ARE • • SEA ED• Olj A! M E1300-09 (3 SEC. GUSTS) •ANW LNDA WILDING COMMISSION • •DEELARATO•RY STATEMENT DCA05-DEC-219 • • • • • • • En9r. JACMLVAD µ� PRODUCT REVISED rLA. PC 70592 <wnplying with the FIOrMa • • • • • CQ.N. 538 Acccd,.gC o • • • • • 1 1 .05p • • • • Lh,piralion l)ale;�ois • • • • • • Aliami a Product Control 201�� U to m z ; m U - DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES DESIGN LOAD CAPACITY - PS? FOR ( XX ) SIZES WINDOW DINS. WITH CAM LOCKS WINDOWS WT171 MULTI POINT LOCK WINDOW DIMS. WITH CAM LOCKS WINDOWS WITH MULTI POINT LACK GLASS A, B, C. TYPES D, E, F GLASS 'A' TYPE GLASS 'B' -Ea GLASS 'C', 'D', TYPES 'E', 'F' CLASS A. B. C. TYPES D, E. P GLASS 'A' TYPE GLASS 'a. TYPES CUSS 'C', 'D', TYPES 'E', .1, Z 0 F Qa7 0. 0 n IL FO 0 U h V p W M o a > 0 IL n C A Q 3 a u0_0 {L = y1 � p �Mj Q_ J Q W ^ f f "DIN HEIGHT EXT,(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EM.(+) INT.(-) EXT.(+) 1NT.(-) -(+) I INT.(-) 19-1/8• 26-1/2' 37' 42' 26' 85.0 85.0 a5.0 85.0 solo solo solo solo 37' 53-I/e' 74' 84• 26' 85.0 85.0 55.0 B5.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 solo solo solo solo 85.0 85.0 BSA 85.0 _90.0 solo 90.0 9D.0 solo 85.0 85.0 a5.0 85.0 90.0 90.0 90.0 90,0 85.0 85.0 85A 85.0 90.0 90.0 90.0 9D.0 95.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 05.0 05.0 90.0 90.0 90.0 90.0 19-1/8• 26-1/2• 37' 42' 38-3/8' 65.0 85.0 65.0 65.0 90.0 90.0 90.0 90.0 37" 53-1/8' 74' 84' -3/8" 95.0 85.0 85.0 85.0 90.0 90.0 90.0 9D.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 55.0 85.0 85.0 90.0 90.0 90.0 9D.0 55.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 850 85.0 85.0 85.0 9D.0 90.0 90.0 90.0 65.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 05.0 65.0 solo 90.0 solo 9D.0 19-1/8' 28-1/2' 37' 42" 50-5/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90,0 37' 53-1/8' 74' 84' S0-5/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 05.0 85.0 55.0 90.0 90.0 90.0 90.0 B5.0 B5.0 85.0 85.0 solo solo solo 90.G 85.0 85.0 85.0 85.0 solo solo 90A solo 85.0 85.0 85.0� 85.0 9D.0 solo solo solo 85.0 85.0 85.0 85.0 solo solo 90A 90.D 85.0 65.0 85.0 85.0 9D.0 solo solo solo 19-1/8' 26-1/2" 37' 42' 63' 85.0 85.0 85.0 55.0 90.0 90.0 90.0 90.0 37" 53-1/8' 74' 84' 63• a5.0 85.0 85.0 85.0 90.0 90.0 solo 85.0 85.0 85.0 85.0 90.0 90.0' BOA 90.0 78.9 78.9 78.9 78.9 70.9 78.9 78.9 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 67.7 87.7 87.7 67.7 67.7 57.7 67.7 cD 3 t2 O g '� O m (: J t 4 (n !n t n 3 0) n O M) Z ?i J n 3 Z I - n O `-" Lu LO r -__- - - - - - - 9p,0 solo - - - - - - 60.8 19-1/8' 26-1/2' 37' 7+-1/4' 90.0 90.0 37' 53-1/8' 74-1/4' - - - 639 F472 - - - - 90.0 9C.0 - - - 47.2 - - - - - - 90.0 90.040.1 19-1/8' 26-1/2' 36" 76' - - - - - - 9D.0 solo 77' 53-1/8' 74' 76• - - - - - 59.5 - - - - - - 900_ 90.0 85.4 - 43.9 43.9 _ _ - _ _ _ 85.4 _ _ _ _ _ _ 37.2 37.2 24' 28' 32' 36" 40" 42' �• 85.0 85.0 65.0 85.0 90,0 90.0 90.0 90.0 48' 56` 64" 72" so' 84' 48" a5.0 85A 85A 85.0 90.0 90.0 90.0 90.0 95.0 $5.0 85.0 85.0 90.0 90.0 90.0 90.0 65.0 a5.0 85.0 65.0 90.0 90A 90.0 90.0 85.0 65.0 05.0 65.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85,0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 E5.0 90.0 90.0 90.0 solo B5.0 ' 85.0 85.0 85.0 20.0 90.0 90.0 90.0 55.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90,0 90.0 9D.0 24" 28• 32' 36' b' 42' S4' 85.0 95.0 85.0 85.0 90.0 90.0 90.0 90.0 48' 56' 64" 72" Bo' 84' 54' 85.0 65.0 65.0 85.0 90.0 90.0 90.0 90.0 65.0 85.0 85.0 85.0 90.0 90.0 90.0 90.o 85.0 85.0 85.0 85.0 85.0 95.0 90.0 90.0 90.0 90.0 85.0 05.0 85.0 85.0 90.0 9C.D 90.0 90.0 85.0 85.0 a5.0 9D.0 90.0 90.0 96.0 85.0 55.0 95.0 85.0 90.0 90.0 90.0 90.0 85.0 65.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 _ 85.0 85.0 solo 90.0 90.0 90.0 85.0 85.0 95.0 85.0 90.0 90.0 90.0 90.0 �` �d 0 _ N t NI >: a � o 'w �.� 85.0 05.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 65.0 85.0 90.0 90.0 90.0 90.0 24' 2E' 32` J6' 40• 42' 60' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 48• 56' 64• 72' 80, 84' 60" 85.0 85.0 85.0 85.0 9o.0 90.0 90.0 90.0 85.0 85.0 85.0 65.0 solo solo solo solo 85.0 85.0 85.0 85.0 88.0 88.0 88.0 08.0 85.0 85.0 85.0 65.0 90.0 90.0 solo 90.0 79.3 79.3 79.3 79.3 79.3 79.3 79.3 79.3 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 72.8 72.8 72.8_ 72.8 72.8 72.8 72.8 72.8 - - - - - - - - 90.0 90.0 - - - - - 68.0 68.0 - - - - - 90.0 90.0 - - - - - - 66.2 66.2 20' 28' 32' 36' 40" 66' 85. C_ E5.0 85.0 85.0 85.0 solo 90.0 solo 9C.Ci 90.0 solo 48" 56' 64" 72' aD• 66• 74.4 74.4 7q.4 74.4 74.4 74.4 74.4 74A 85.0 85.0 85.0 90.0 65.1 65.1 65.1 65.1 65.1 65A 65.1 65.1 90.0 90.0 85.0 - 85.0 - 85.0 85.0 90.0 90A 90.0 56.3 - 58.3 - 58.3 58.3 58.3 - 58.3 - 58.3 53.2 4r" 58.3 53.2 0-~ - - -_ 90.0 9C.0 o " „ o, °' 8 9 - - _- - - - solo sole 24' 28'• 32" 32` 36' 72, - - - - - - 90.0 90.0 48' 56" 64' 72' 72• - - - - - - - • Sale Sera 2 � o ^ 1 o ! _ I u /I - - - _ - - - 90.0 90.0 - - - - • 4.9.5 •44.2 4 5 61.2 - - - - - - - - solo solo - - - - - - - - - wo 90.0 - - - - - - 40.2 40.2 24' 28' 32• 36' 7E` - - - --- - - - - - solo solo 46• SE' 64` 72' 76' - - - - - - 48.1 48.1 - - - solo _ solo r solo 85,4 - - - - - - 41.8 41.8 _ _ _ _ _ --_ _ • • - �/. 37.2 85.4 - - - - • 33.E 33.8 • • • • • • drawing W08-08 no. she6t 2 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to O K to O HEAT STREWO GLASS .090 INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D GLASS SIL CONE DOW CORNING 795/983 z I � GLASS 77PE 'A' . HEAT STREN'D GLASS .090 INTERLAYER BUTACITE PVB BY 'DUPONT* Ft/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795/983 I � GLASS_ TY�C' 0 w HEAT STREN'D GLASS .090' NTERLAYER SENTRYGLAS BY 'DUPONT' r1/8" HEAT STRFN'D CLASS ISILICONE FDOW CORNING 795/993 GLASS TYPE 'B' ' HEAT STREN'D GLASS .090' INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN-D GLASS SILICONE DOW CORNING 795/983 i 3 795 ALT. GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A'. 'B'. 'C' & 'D'. 5/32" HEAT STREN'O GLASS OR ` 5/32" TEMP. GLASS 1/4" MR SPACE 1/8" HEAT STREN'D. GLASS .090 INTERLAYER BUTACITE PVB BY 'DUPONT' 5/32" HEAT STREN'D GLASS SIUCONE DOW CORNING 795/983 � i �V N �0 W 0 I O •Ig �+ a W I 0 A� a V � o � � n 4AT Q iQo8 0-3 NV('16w/4 POINTS ON U.—R THAN 36' _ SETTING BLOCKS AT LAM. GLASS ,a0n NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS I gl � HEAT STREN'D GLASS J TEMP. GLASS c� _z J w 1/4' AIR SPACE � N < n rn n 1/8' HEAT STREN'D. GLASS 0 0 N7 .090" INTERLAYER SENTRYCLAS BY 'DUPONT' ¢ 3 Z o g _ O � \ �5/32' HEAT STREN'D GLASS SIONE yr LIDC J W M I \ L FLICDOW CORNING 795/953 0O o 26 2 I 26 ae ,n LJ5/'AT 1/4 POINTS ALL SIZES - •• ••• • • • o • •o `- 4Ic H-:it GLASS TYPES 'D' CLASS TYPE 'G' + • • L9S PYFf T • sEr INc sLoc s AT !nsuL. AM. cLAss .y v • • • • • • �W • NOTCH GLAZING BEAD LEG • • • • • • • • o • • TO CLEAR BLOCKS GLAZING OPTIONS ••• ••� ••� ••• ••• EN, JAVAD AHMAD CIVIL PR()DUCr RF,VLSCD NOTE: M PE ( 70592 m complying with the FkWW o • • • • • -C4,u 3538 Buildm Cndc TO QUALIFY FOR SMALL MISSILE IM•h„? STING g EXTERIOR PLY OF GLASS TYPES 'E�& '.' MUST GE EMPE:ED. o •� Axc�imli- lb. •OB 2DI5 �tidc ProdttrL drawing no. ••• • • • • W08-08 sheet 3 of10 ••• • • • • ••• • • • •• •• 000 • •• 0• TYPICAL SEE ELEV. FOR EDGE DISf. WOOD BUCK y.. XA\ 1 W Ik �,Bj _&LEI1 WE 0 w T TRUTH 15 \ 2:1 II I� II, e ° EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAI. ANCHORS iPACING TYPICAL ANCHORS SEE ELEV. FOR SPACI MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL SEE ELEV. FOR Z p�p Q � ry a OW OG a 00 oaQoa�p OH�xm O Z N o IIQJQ V NQ rJJ JU WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 31 1O 1/4" DIA. ULTRACON BY 'ELCO(Fu-177 KSI• F)=155 KSI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 3 N n I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY o n 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY 3 37 n #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � Uj C) a � INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES c= STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N 8 TYPICAL D DISTAN . m o ERLOCK n INTO CONCRETE AND MASONRY = 1-1/2" MIN. °� a IIIL� INTO WOOD STRUCTURE = 11/16" MIN. [Q W 8 � INTO METAL STRUCTURE = 11/16" MIN. 134� WCOD .AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Cc - 3000 PSI MIN. i� P 3 •1 E • 90 oOLLCV/Fj_LED .W1pCK AT JAMBS I'm 2000 PSI MIN. llllu�iuui... •� �. •• • • • • • �`lualm — --w" • • • • • • • ' I Engr, JAVAD AHMAD 1 CML .91000CFILEVISED FtA. PE N 70592 a complying with the Fbri& • ore �- • 000 • C�N. 5 :1u IJiog Code 1• 13• v �ro • v • • • • • • Pz ration Dale o i \\__fYPI�•y. tNCHORS• • •• • • c1y drowiny no.J EOGE GIST. • •SEE ELV. FOR SPACING • i A'1'an' PtoQuct Al 20t5 W08-08 tsheet 4 of � D ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL Fa Stir U TYPICAL 5 FCR 1/4- SHIM SINGLE VENT WINDOWS DTH DUAL VENT*W!NDQfS •• • •00 : • • 000 • • ••• • ••• • • • • • • • • • • • 1/4' MAX. o,o TYPICAL ANCHORS SEE ELEV. FOR SPACING v. i mI f Ir gr. JAVAp ANMAD o I ( CML PItODU('T REVISED F(A. PE ] 70592 ,U -n, i�'i itlt the Flor)da o C.P . n6 �• 17uiidinh wde � AecePlxnn rzu 15- l29.05 I n L•a irntion [h,te 1Pj b J ey i drawing nol �AYJ2015 W08-08 sheet 5 of IQ TYPICAL ANCHORS SEE ELEVS. FOR SPACING 0 ALT. OB ALT. P _TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL MWAI—DADE COUNTY APPROVED `SiRVCNRE AGE I SEE MULLION P� MULLION ANCHORS f TYPICAL ANCHORS SEE ELEV. FOR SPACING /i • • L TYPICAL ANCHORS • • • : : • jEE EL=`:. �.3 SP9C�JG • •• • • • • ••• • • • • • • •• ••• •• • • • ••• • ••• • • • • • • • 00 INSTALLATION DETAIL WITH AUSH TRAME ADAPTER egg 000. • • • • • • • • • • 00 • • Q� N i R �UJ I` W O 0 7 h 0) M h a 3Zt` ,n S vi 0 a� gr: JAVAD AHMAO I t CML PkUUUCI'HL•VISED , FLA. PE # 70592 u .plyme wiffi d ftwi& C C.AN. 3538 Ouildiog code Acceplan No —0 9. lirj8 " 8 k02015 drawinno. I wo8_n 2. 2. FRAME VENT IMPO� 1.0?0 - Y 1.844 IMPOST STIFFENER 514 900 II 080 Q SNUBBER 1 j—.329 .803 .050 .837 F� GLAZING STOP (LAM. GLASS) 7351 r I .050 F� 1.083 --I oe GLAZING STOP (INSUL. LAM. GLASS) 147 T 328 .803 �062 .543 OI F .250 .637 L 10C `1A GLAZING STOP (�.,+M. GLASS) GLAZING w' J6' 1.000 �- 338 3.000 3.000 .338 1 X 3 1 x 3 23 CUSTOM MULLION 23A STO. MULLION L 052 I—F .500 I725 �F--2.063 �� i53) FLUSH FRAME ADAPTFP. .720 94 6-6 — tt• • 0 ••• • • • • • • �01CH • � • • • • • I• A'TI(RIAi. • • • •I • • • • 1/2" .125 — 2 750 TYR 1 • • • •I ••• • Ed.� MULLION CLIP to 4%V Z QIL m Q Q � O a zo OG v C1 o m Ogao In LLzw_ e U Q wM n nyr: JAVAD AHMAO "ROD' n CML REVISED a FLA. PE yy 70592 u' CO1nPtYknD' with the FFor{dn C.AN. 3 Duildukg Code � a � r Expirelion Dotc�nr, j : /2018 O A9ivu1 R'oIC'on drawing no. W08-08 shee( t 7 of 71 'ITEM PART QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS I ES5001 1 FRAME HEAD 6063-16 - 2 ES5001 1 FRAME SILL 6063-T6 - 3 ES5001 1/ VENT —NT FRAME JAMB -HINGE SIDE 6063-T6 - 4 ES5001 1/ VE FRAME JAMB -LATCH SIDE 6063-T6 - 5 ES5002 1/ VENT VENT TOP RAJL 6063-T6 - 6 ES5002 1/ VENT VENT BOTTOM RAIL 6063-T6 - 7 ES5002 1/ VENT VENT SIDE MIL -HINGE SIDE 6053-T6 - 8F27-425 1/ VENT VENT SIDE RAIL -LATCH S10E 6G53-T6 - 92/ VENT SNUBBERS, 2-1/2" LONG 6063-T6 - IDAAS REQD. GLAZING BEAD (LAM, GLASS) 6063-TS - 10BAS READ. GLAZING BEAD (INSUL, LAM. GLASS) 6063-T5 - IOCAS READ. GLAZING BEAD (LAM. GLASS) 6D63-T6 EPDM - DUROMETER 60 SHORE 'A' 11AS READ. GLAZING CASKET I1AAS REOD. GLAZING WEDGE SOFT PVC - DUROMETER 365 SHORE 'A' 12 - AS RE00. FRAME & VENT ASSEMBLY SCREWS #10 X 1-I/2" PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - 18 X 1/2- PH SMS 14 E202 AS REOD. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - DUROMETER 65 SHORE 'A' 15 ES5005 AS REDO. INNER WEATHERSTRIPPING EPDM DUROMETER 60 SHORE 16 PJS40-SS AS REDD. CORNER LOCK ST. STEEL SULLNAN & ASSOCIATES 17 30155 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - /'10 X 1/2` PH SMS 18A - 4/ HINGE ' HINGE MOUNTING SCREWS AT VENT -1 /70 X 1/2' PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT B-1/2- FROM ENDS) - TRUTH HARDWARE 19A NOVA 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2' FROM ENDS) - INTERLOCK 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - #10-24 X 3/8- PH SMS 20A - 8/ OPER. OPERATOR MOUNTING SCREWS - #8 X 1/2- FH SMS 21 30175 1/ OPER. 13-3/4' LONG TRACK ST. STEEL TRUTH HARDWARE 21A - 1/ OPER. OPERATOR TRACK ST. STEEL INTERLOCK 22 __ 2/ TRACK TRACK MOUNTING SCREWS - #10 % 3/8" PH SS SMS 22A - 3/ TRACK TRACK MOUNTING SCREWS - 6063-TG #8 X I/2' FH SMS 23 AS REOD. 1%3 CUSTOM MULUON - 23A 24 -il - AS READ. I%3 STANDARD MULLION 6063-T6 6063-T6 - - - AS REOD. MULLION CUP_ _ SETTING BLOCK, 7/16' % 3/16• X 3-1/2" LONG 25 25A 27-372 2/ UTE EPDM AT 6• FROM EACH END, DUROMETER 75±5 SHORE A AT 6" FROM EACH END, DUROMETER 75t5 SHORE A - 2/ LITE SETTING BLOCK, 5/16' X 5/a- X 4' LONG EPDM 26LE 8/ LITE TAPE SPACER (1/4- X 1/2' FOAM AT 6' FROM CLASS ENDS 30 OPTIONAL 5/16" BOX SCREEN - - 33009 2/ VENT ANTI SAG SKATE, 2' LONG NYLON/CELCON M&M PLASTICS 34 2/ SKATE SKATE MOUNTING SCREWS - 16 x 1/2" PHSMS 36003 1 IMPOST 6063-TS 37O10 AS ROD. IMPOST STIFFENER 6063-T6 4 45 50 ,,...,i-OSGO__ y_ j r MULTI -POINT LOCK MECHANISM GUIDE (ACETAL) _ _____ INTERLOCK _ • - • • .. _� : •__.•— • 51 52 —_ KEEPERo (ACEI AL) _ - - • • ••--•--• _ •__•�_• • • - r.—.�• • • • • • • • • • OPTIONAL —_ — - LOCK BAR 004 ST/ST) _ FLUSH FRAME ACAPTE"n --- _ — 53 ES-5017 AS REOD. 1/ VENT 6063-TS 54 55 _ LOCKING HANDLE - - SULLIVAN & ASSOC. SOLUORN•b ASSOC. • • • • x•1/2 PH I.S • • • • 1/4' x •/2` NUMB PO �_• • • • C�IST� • • • • • SULLIVAN & ASSOC. • � • - 2/ VENT LOCKING CAM (AT 11-1/2" & 50-1/2" FROM BOTTOM) 56 - 2/ LOCK LOCK MOUNTING SCREWS-32 57 E55013 1/VENT LOCK HANDLE/CAM CONNECTOR SE ES5011 2/ BAR 2/ VENT CONNECTOR SCREWS - • 59 CS-200K-SS J- KEEPERS (AT 12- & 51' FROM BOTTOM) ST STEEL 60 2/ KEEPER KEEPER MOUNTING SCREWS - 010 X 3/8' PH SMS • • • • • • • • • • • SEALANTS: ALL FRAME AIvO VENT CCP^.E°S AND INSTALLATION SCREWS LN _ SEALFD WITH CLEAR/ALUMI'.J�V COLORED SEALANT, w Eng-: JAVAD AHVAD PRO DUCTREVISE-D 1 N1L 7 592 M. PE 35 u Complying with tin: nmida Uuilding G, de o C.0.N. Acceplavcc No RxpirMion Date S • P/ t B P.iiaiei do PrnF.;L Cnn(ro o �draw�ing no. • MAY $1015 WI B-08 IMPOST CORNER 3 b n w R 16 taJ I Vn n i 0 FRAME CORNER Nei W M ` W .A -,I •••=;Engr: JAVPD AFI11n'J CML PROIJI)('7 RI:VISL'1) FIA PE pp 70592 'u i undying with the F an& . • . • CAN. 3536 I7uilding Code E, • . • • • . �um� n e No 15-0129• 05 a • • • • • • NAY e18 drawing no.}N? C VEORIMER . •• • .• 2 5 sheet 9 OfTO MULLION LOAD CAPACITY - PSF WINDOW DIMS. IXS STD. LULL I X 3 CUSTOM k WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+; INT.(-; 26-1/2' 37' 42' 45' 48• 53-1/8' 62' 58' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 _ 90.0 _ 90.0 90.0 90.0 90.0 90.0 26-1/2' 37' 42• 45' 48' 53-1/8' 62" 63' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 26-1/2• 2 42" 45' 48' 53-1/8' 74-1/4 90.0 90.0 90.0 90.0 82.5 90.0 78.6 90.0 75.4 89A 71.0 89.2 26-1/2' 37" 42' 45' 48" 51" 76' 90.0 _ 90.0 90.0 84.2__ 76.4 90.0 72.8 90.0 69.7 67.1 87.4 84. 2. MULLION LOAD CAPACITY - PSF 1 X 8 I X 3 WINDON DIMS. STD. LULL CUSTOM NULL E)(F.(+) EXT.(+) WIDTH (W) LENGTH (L) DfT.(-) BTT.(-) 30' 90.0 90.0 36' 90.0 90.0 42' 90.0 _ 90.0 48' 54' 90.0 90.0 54' 90.0 90.0 1. 90.0 90.0 62' 90.0 90.0 30• 90.0 90.0 36' 90.0 90.0 42' 90.0 90.0 48' 60' 90.0 90.0 54' 90.0 60' 90.0 _90.0 90.0 62' 90.0 _ 90.0 1. 90.0 90.0 36' 90.0 90.0 42' 66 90.0 90.0 48• 90.0 90.0 54' 90.0 90.0 59• 90.0 90.0 30' 90.0 90.0 36" 90.0 90.0 42' 72' 90.0 90.0 48' 83.6 90.0 54' 78.4 90.0 30' 90.0 90.0 36' 86.1 90.0 42' 76' 76.4 90.0 48" / 69.7 87.4 I. 57A 54.2 NOTES_ 1. USE CHART ON THIS SHEET FOR SIDE DY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA. 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. CLIPPED MULLIONS die I IIII A 1 e 1�y__ L tl 24 2 3/4' Y TYPICAL ANCHORS �} 4 PER CUP _ SEE SHEET 4 FOR DESCRIPTION Ww. I�-. - W2 - -1 �- W2 I W7 I W2 j TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS 1 /2' WIDTH (W) = W1 + W2 2 f SERIES 5000 SERIES 50 ;0 G 3 CASEMENT ,. /... CAS�/Ea 4 'F - I ,,,, I ICI i � J •••�:�•1�; •� • • • 11�•• _'S--- JI Ir _ _I -NI b LL. :.� 1 P�� • EXTERIOR f • • • • i EXTERIOR • • • _ WINDOW WIDTH _ WINDOW WIDTH • • 41 - At- 09 • • • WI • Wt-IDTH CASEMENT TO CAS EMEN'1_MULLION • - jCASEMENT TO FIXED MULLION • ••••• ••• • • • • • ••••• • ••• • m Z 9 0�- a Qf n 0 IS IL O O� a 0IL<< O N ca 0 Q�i�f k INTO WOODRSTRUC DRE = 11Y 16'IZMIN.IN I° INTD METAL STRUCTURE = 11/16' MIN. _ o Engr: JAJAD AHD n [! CIVIL 'NODucF RF:v1seD ; I � I FLA PE If 70592 ;" cwnPlymg wilh We Flmi& lid- C.A.H. 3 8 Build , Codc Ac.pu c« No �AA15- 129. 05 - ��'/�� I�plrnlionDam j8 0 � a 15 Nu drowi( n RB411 3d<Prtlducl Cobv I 9 no. W08-08I MA (II5 sheet 10 of 10 UW • N r oU O o • •• • • • • • •• 0 v • • • • • • • • ••• • M 0.3,z � oN I .Iz(M(yy_Q a W e1 J f a J FRAME TOP CORNER 3 3 s ai ai I U J a VENT TOP/BOTTOM CORNERS W 0 3N�� Up O M N 3 Zi` o W Q J IC CMG 10 Irc U T ff U dd u �Uw C O O r mo .n FRAME BOTTOM CORNER O En9rJAVAO AMM i r CML nA PE / 70592 C.A.N. 3536 $ _, u raopucrxwtseo ncomolyingwitU We Flotldi s a K a i 76© BAn rytgccc No� ��.jQ��•i•O 28 . drawing no. L-�yitstionpate ��„`,' t 1I 0 4 2014 W03-75 FIXED MTG. RAIL CORNER t+iiami :de Pro oct Cont sheet 9 of 9 t Florida Building Code Online Page 1 of 4 71 Florida Depaltmentcf BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines ofessi�r�al Pigproduct ApprovalPr USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F FL4904-R7 Application Type Affirmation Code Version 2014 • • • • Application Status Approved • • Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By • •• • •• • • Masonite International • • • • • • 0000 1955 Powis Road • ' ' ' West Chicago, IL 60185 • • • • • • • • (615)441-4258 " " " ' sschreiber@masonite.com e • . • • Steve Schreiber • • • 000 • sschreiber@masonite.com • •: Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 .I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes GNo E)N/A https://www.floridabuilding.org/pr/pr- app_dtl.aspx?param=wGEVXQwtDgteluIwHNbblSc... 5/5/2015 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 04/29/2015 04/29/2015, 05/04/2015 FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate •. •. Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01. df • • Approved for use outside HVHZ: Yes Quality Assurance Contra Expiration Da4006 Impact Resistant: Yes 12/31/2020 • • • • • • • • Design Pressure: +76.0/-76.0 Installation Instructions • ..... • • • • Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0128.pdf • Florida Building Code including the High Velocity Verified By: National Accreditation Mmanagement Hurricane Zone, and where pressure requirements as Institute 0000 • • determined by ASCE 7, Minimum Design Loads for Created by Independent Third"rtW * : • • • • • Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 6'-8" max nominal size. FL4904 R7 AE 504A.pdf • • : • •: • • • • • • When large missile impact resistance is required, Created by Independent ThirWPa": Yes • • • • hurricane protective system is NOT required. See DWG- • • • • • • • MA-FL0128-05 for details. • • ' _ _ 4904.2 Wood -edge Steel Side -Hinged �8'-0" Opaque I/S and O/S Sirole Dgpr Door Units • • • Limits of Use Certification Agency Certificate • • Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.pdf • • Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0129.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 8'-0" max nominal size. FL4904 R7 AE 503A.Ddf When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG- MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged �6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Door Units III Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0128.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL4904 R7 AE 502A.Ddf When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FL0128-05. 4904.4 Wood -edge Steel Side -Hinged u8'-0" Opaque I/S Door w/ or w/o Sidelites Door Units II III Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque Certification Agency Certificate FL4904 R7 C CAC NI006110.02.ydf Zuality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0129.pdf Verified By: National Accreditation & Management Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.odf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgteluIwHNbbISc... 5/5/2015 Florida Building Code Online Page 3 of 4 panels, but is required on glazed panels. See DWG-MA- FL0129-05. 4904.5 Wood -edge Steel Side -Hinged 8'-0" Opaque O/S w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0129.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4904 R7 AE 501A.pdf When large missile impact resistance is required, Created by Independent Third Party: Yes rricane protective system is NOT required on opaque 0001, • • panels, but is required on glazed panels. See DWG -MA- R • • 0000 • 0129-05. • : • • • 4904.E Wood -edge Steel Side -Hinged 6'- 8" Glazed I/S and O/S Dorrrw*1ws6v/o Sidelit•s • Door Units • Limits of Use Certification Agency Certif-F * Approved for use in HVHZ: Yes FL4904 R7 C CAC NIO06110.03. • • • • • • Approved for use outside HVHZ: Yes Quality Assurance Contract"ai}ation D9te Impact Resistant: No 12/31/2020 • • • • • • 9000 Design Pressure: +50.5/-50.5 Installation Instructions • • • • • • •, • • Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0130.pdf Florida Building Code including the High Velocity Verified By: National AccrediDiii54&:lanagemen1 Hurricane Zone, and where pressure requirements as lInstitute • • • • determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: • • • • • • Buildings and Other Structures, does not exceed the Evaluation Reports • • • • • design pressures listed. 12'-0" x 6'-8" max nominal size. FL4904 R7 AE 502A.pdf ' • • • When large missile impact resistance is required, Created by Independent Third Party: Yes • • hurricane protective system is required. See DWG-MA- FLO130-05 for details. 4904.7 Wood -edge Steel Side -Hinged 8'-0" Glazed I/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0131.0 Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as lInstitute determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4904 R7 AE 501A.pdf When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is required. See DWG-MA- 0131-05 for details. 4904.8 Wood -edge Steel Side -Hinged 8' 0" Glazed O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0131.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL4904 R7 AE 501A.pdf When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is required. See DWG-MA- FL0131-05 for details. 11 Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISc... 5/5/2015 Florida Building Code Online Page 4 of 4 send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® Clnr Credits and AFEI •••• • • • • • • •••••• •••• ••••• • • • • • • •••••• • • • • https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtelulwHNbb1S c... 5/5/2015 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . �j� / • • • • • • • • 149" MAX. OVERALL FRAME WIDTH CAL GO • • • • 21 MAX 36.375" MAX. O O SIDE -HINGED WOOD -EDGE STEEL AOD LN11 • • • • - D.L.O. - 37.5" MAX. ¢ Q 6'-8" DOUBLE DOOR WITH / WITHOUT SIbELITtS • • • • 000 • PANEL WIDTH W/ASTRAGAL FRAME WIDTH � J 1= GENERAL NOTES cn • • • • • • • • • • • • � • • • • • a • • w O Q 1 . EVALUATED FOR USE IN LOCATIONS ADHERING TO • • • • • • • • • • • I z LL U THE FLORIDA BUILDING CODE AND WHERE PRESSURE • • • • • • • • • REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM • • • • • • • • • I W Ln I DESIGN LOADS FOR BUILDINGS AND OTHER STRU"ES, • • • • • • • • • • F' Lc) U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Z a O I- 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON (n OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDELITES. L, 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN = _ -! ACCORDANCE WITH SECTION 2220 OF THE FBC. ° O i 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 � ¢� AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. X S. PLASTICS TESTING OF LITE FRAME MATERIAL: Z3 w o TEST DESCRIPTION DESIGNATION RESULT g S o 0 ao Jaz W M J wo • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING W o < 4500 HOURS XENON ARC METHOD 1 u 3 o 0 . o � DOURLF DOOR UNIT W/SIDELITES a a Addendian to N411 r s333m rn rn � rn CerW alion k: n1 • oo Reviewed By z DeeR.' /T Z a w U � J (n W p� p� �( �p Q Q W ®® ®U�,' ®F 11® ®® I �an� z D n p QU�� to ou" Ulu, D 0 U lull <T N N on �2 on no no 1-JI DQQR UNIT DOU9LE DOOR UNIT SINGLE OOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE w p U m Z DATE: 7/ 1 1 /05 TABLE OF CONTENTS SCALE: N.T.S. SHEET IE DESCRIPTION DWG. BY: SINS 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS G"R 3 ANCHORING LOCATIONS & DETAILS KURT BALTHAZOR DRAMNG NO.: FLORIDA P.E. DWG-MA-FLO128-05 #56533 sNEET 1 of 3 SELF ICNiTION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN/MIN SMOKE DENSITY ASTM D2843 13.47 TENSILE STRENGTH' ASTM D638 7.50% DIFF DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15� OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWINC X 37.5 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 XX 74 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OX or XO 75 +SS.0 -55.0 is +19.0 -19.0 +55.0 -55.0 CXO 112.5 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OXXO 149 +S5.0 -55.0 +19.0 -19.0 SEE DETAIL "C" . . ••• . .. .. • . ••• .. .. . .• • • . • . . . . . • . . . ... • . • . ... 6' • •-EF e AIL• • • • • • • 6" I i it I III I I— 6;j• 96.••—I •— • ••i" - — • • • • • • • • • • • B A B — 6" _ 6' 3' I 3" 3' 3, 3" — 3' 6" SEE D=TAIL "F" —I 1— 3 O U Qa SEE DETAIL N "D" J Q O w 0 #8 x 2-1/2" #10 x 2" #8 x 2-1/2" #10 x 5/8" #8 x 2-1/2" #10 x 1" 0 #10 x 5/8" #10 x 3/4" #10 x 2" DETAIL "E" ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME DETAIL "C" AS SHOWN. TYPICAL Addendum to NW i 1.375" T INSWING THRESHOLD 0.962", T - OUTSWING THRESHOLD 01150bn ND.: n! r no (,1 + 6 Rev ewed By 0 N �n 6" ;EE DETAIL C" 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRiLLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW a Ln o °o Q o J ¢ Q Q � J F— c �E O z � U_ wLr) T` z � U O � g W S aIa DETAIL "F" ASTRAGAL Rl'4ffl�_ IG (1/8- TEMP. GLASS) DOw 995� OPTIONAL DECORATIVE INSERT AL ALUM, STEEL OR BUTYL SPACER 1/2" BITE W O U m X 1-1/2' PHS DATE: •''. »': SCALE: N. T. S. -;..; ••:yAq DWG. BY: S4Y5 DOW 991, ;; Oti•„ :,yAa .:• cNX. BY: (NUWINC NO.: E TERIO INT RIOR x TYPICAL GLAZING DETAIL DWG-MA-FL0728 SHEEP _L OF 3 SEE DETAIL "C' SHf. 2 SEE DETAIL "E" SHT. 2 I 6" 6" -- 6" 6" . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 3.. • • • • • ••• • • • • •• • • •• • • • • • • • 3 • • 1 I• ••• • }•• - 6' 6" lif 3" SEE DETA'L "F" SHT. 2 6" m • • • RQ SEC DE?41L •�• N "D" SH1. 2 Iil J Q Q J A o } ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RAT!NG FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA. FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO '_STRUCTURE. 5. MINIMUM DESIGN VALUE: STRENGTH OF ANCHORS 171 LBS. I• II I I 6" 6 —I II I •• I I • • • • 0 W Q a — J J Q o _ W 8 G H 6 HARDWARF SCHFDIII F i . KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 1.50 MIN 0.25" — MAX SHIM CL —I (— TYPICAL WOOD BUCK ANCHOR INSTALLATION 1 .25' MIN ' t_ 0.25" MAX SHIM CIE —I I— °-.., TYPICAL MASONRY ANCHOR INSTALLATION Adb)d n to NAM( Cenilirzion ND : DATE: 7/ 11 /05 SCALE: N.T.S. DWG, BY. SWS OHK. BY: DRAWNG NO- DWC-MA-FL0128- SHEET 3 of 3 Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report* 504A 336-945-9695 Date: 12/29/09 Product. Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FL0130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw (NDS 2005, 11.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: t:= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: Fe, = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Minimum required penetration: 1,330 in Screw bending yield strength: Fyb = 80,000 psi • • • • • Duration Factor: Cp = 1.6 Tabulated lateral design value: :Z= • • 107.0 Ibs • • • • • • • • • • Allowable Design Value: Z.= 171 Ibs/anchor • •Mod! IV • • • • • Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 • • • • • • • • • • • • • • • • Substrate: Hollow block **Goo* • • • Minimum embedment: 1.25 in • • • • • • • • • • • • • • • • Minimum edge distance: 1.13 in Minimum C to C spacing: 219' 1%• • • • • • • Tabulated shear design value: Z = 112 Ibs Actual C To C spacing SAM T• • • • • • 00000 Minimum edge distance: 2.63 in C to C spacing factor: l.00 • • • • • • • • • • • • Tabulated shear design value: Z = 197 Ibs • • • • • • • • • Actual edge distance: 2.50 in • • • • • • • • • • Design value per interpolation: Z = 189 Ibs • • • • • Allowable Design Value: Z' = 189 Ibs/anchor • • • • • • • • • Minimum anchor capacity: 171 Ibs/anchor • • • Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 f t �F'7�/ 79.25 A2 II A2 A Single. Pressure away from stops: 36.38 Al Al 79.25 1 of 2 Design pressure: 85.0 psf Zone Area Z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) A, 2.3 195 N/A N/A 171 2 98 OK A2 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area Load Ind. Max. O.C. Anchor Result Cap. Load (ftz) (Ibs) (in) QtY (in) (Ibs) (Ibs) Al 10.0 851 1 6.00 18.00 1 171 5 170 OK i� • t ,fir E � ..� TAT 0 F • r.. � • , 41 Luis R. Lomas P.E. j�,��•/�`1dR��Q• �� FLNo.:62514 //FS • • G� °� 1/7/2010 ��/ 701YA1��E ��° Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report* 504A 336-945-9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf T ]A�IA2 79.25 Anchor Locations: — 18.19 6.00 TYP. ---- I I 6.00 I 13.45 MAX. O.C. I 79.25 A 6.00 Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) A, 2.3 195 N/A N/A 171 2 98 OK AZ 8.9 753 6.00 18.00 171 5 151 OK 36.38 — 6.00 TYP. - ---- Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 • • •••• •••••• •• • •• • • •••••• •• • •••••• • •••• • ••••• • •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• • • `�\%\11III///// `NN�J�S R L 0:�,,��/�� _� v• •\,�C E N,9 Lp •ram TAT OF •A _ a . ,� • Al.�tia�� Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 NOTICE OF.FRODIUCT -eERTIFICATION .. 4°��ACCRfAy Company: Masonite International Corporation Certification No.: NI006110.01 V 1955 Powis Road Certification Date: 07/23/2005 :� •�z Westtkioa , I14501^ .: Expiration Date: 12/31/2020 ~ Revision Date: 11/21/2014 Product: WooUdgd SteeApacfae Instieingor Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 201/"U203 .. ... .. ... . . . . % . The "Notice of Product Certification" is only valid if the NAMQ;&-t ii*tibp'L$b f 1W befU applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X US Opaque 3'0" x 6'8" +76/-76 2.86 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 X O/S Opaque 3'0" x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX US Opaque 6'0" x 6'8" +55/-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX O/S Opaque 6'0" x 6'8" +55/-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX US Opaque Door 6'0" x 6'8" +55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX O/S Opaque Door 6'0" x 6'8" +55/-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXO US Opaque Door 910" x 6'8" +55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8" Anchor Detail-MA-FL0128-05 OXO O/S Opaque Door 9'0" x 6'8" +55/-55 8.25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO US Opaque Doors 12'4" x 6'8" +55/-55 2.86 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO O/S Opaque Doors 12'4" x 6'8" +55/-55 8.25 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: