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REV-17-1996{ ENI \--7rtze\i r4-`qc° � P1 R3AbkN6 i_SUB "me (SiO� efA BUILDING PERMIT APPLICATION ►�� BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit Sub Permit ❑ ROOFING XREVISION (1-7 /l/C 91f61 ❑ PUBLIC WORKS ❑ CHANGE OF COpTOR S RE C',, TID SEP 9 2017 BY- FBC 20 lit S-i- h No. QC11— % No. CI)L\if 1 "7— \G % ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores Folio/Parcel#: Occupancy Type: Address: County: Miami Dade Zip: 3 3/ Is the Building Historically Designated: Yes Load: Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): /1/ V Phone#: p�/ /� V3 3 �7 4 qv-4 5" Phone#: Zip: 3 3ve 3 g' 9f7 3 9C V.3r7 Qualifier Name: Phone#:� f �Lj � State Certification or Registration #: \\orrt Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State:Zip: Value of Work for this Permit: $ ZZ j Od 0 , Square/Linear Footage of Work: q 50 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: f CV iSio-n 40 (CGS+eY Petm► V For . W ►ndowS 3 F e r t of boor R<p\actmtnk- , N-ek),) sick C\ooi , nvv) pow-dzr mom , `()e pos-cd 4' 1 C. c\oc r S , Prddi-\--o,- a \ .1i h� i r n-c 1►o S V- 1► 5 Specify color of color thru tile: Submittal Fee $ 0 Permit Fee $ Ceic.d - db CCF $ lJ • ._0 co/as 0 Scanning Fee $ k45 • CJO Radon Fee $ • 60 DBPR'$ , 96 Notary $ S - (� (4' 4 0 Double Fee $ City: / (Gs9! 54'','5 State: F/O'f , c-r-G Tenant/Lessee Name: �� Email: a i1'' C% !L �' l j/Q"�( c- �' ® C% wI er f I . Gd1 CONTRACTOR: Company Name: /11,/ /4 VA �414� " Phone#: / / 7 _ -3 T 5 Ce; e, Address: �J3 `r ? /v4" 9 6 let City: J _(rr? #n! 5 hG•-C 5 State: l - /o.--, vllr Zip: 3/ Si Technology Fee $ (I • C0 Training/Education Fee $ Structural Reviews $ (2 rCD Bond $ TOTAL FEE NOW DUE$ VEJ( 'RAJ (Revised02/24/2014) Bonding'Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate • and that rall�work will be done incompliance with all applicable laws regulating construction and zoning. � - 1 j o! "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 ah estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered` to, the person .whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and einsction fee wil be charged.. ,11 , . „ !.. „A i —!. : : A >1,A, Signature -t'. .._. • Signature- . 71...t- : . > • OWNER or AGENT`'. �': !,;�- CONTRACTOR ',;. w mot' ��; `.� The foregoing instrument wasgacknowledged before me this The foregoing instrument was acknowledged before me this 1 ~I t' day of P-k:Y1ADC Y , 20 i" , by day off t , 20 , by Ac ‘‘41J,(V\ • Y .(JN v , who is personally known to , who is personally known to me or who has produced 939-WY-—SS_ j 1 0 as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PkJ$LIC: Sign: Print: Seal: ► ti •irR! •"Y'''- YANAD P llErO h OMMISSI # FF 214031 s.;; EXPIRES: March 25, 2019 ... Bonded Thru Notary Public Underwriters 4n rt NOTARY PUBLIC: Sign: Print: Seal: ************************* .:*********t**************************** APPROVED BY 2/v1? Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) 2E'4 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT December 16, 2015 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors and Windows Inc. MG-1000 Aluminum Sliding Glass Door - L.M.I. MG-1000 Aluminum Sliding Glass Door - S.M.I. Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors and Windows Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. • .' RECEIVED. AUG 0 7 2011 .. ..• . • . . . • .. • • .. • •• . .... • ... . . • • • ••• •••• ••• •.•• • •• •• • • • . • • •• •• •••. ..• • • • Sincerely, NP',CEN.. 0 70592 J �:�- S OF ��rT(PS OHt�A��,� Signed 12/16/2015 Javad Ahmad, P.E. Chief Engineer 9360 Sunsest Drive Ste 220 I Miami,F133173 G T. 355.4§4.8300 I; F: 305.262.6978 I www.afcene.com ( alfarooaL afcens.com • • . • • • ••• • • •• •• • • • •• •• • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 10653 N.E. Quaybridge 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 material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1500" Aluminum Fixed Window L.M.I. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami --Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, America Latina, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process.. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of thiq'entire:1;0.6 : hall: be eravided to the user by the manufacturer or its distributors and shall be availablefor insPectidngt Ih40 Site at the request of the Building Official. This NOA revises NOA No. 13-4617424 andconsisfs of thiA page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was ptyiewed by Jaime D..Gascon, P. E. • • ... ..... • • • . .. . • • . . • . • ..• • .... . . ... . ...• • • • . • • • • • . . ..• .. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidadearov/econo my NOA No. 14-0923.08 Expiration Date: November 06,2018 Approval Date: February 12,2015 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBIVYITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Seties-1500 Aluminum Fixed Window (L.M.1.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS I. 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-0417.06) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0308.05) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.01) ....... . .. .. . • . . . • • .. ... .. • • • •• • . . • .• • -. . . . . . . • . • . • . . ... ... • •• ..• • . ••. ... • . . . . • . . . . •—� . • • . . . • . . • • • ..• .. . • . .... ... • • • ... . . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.14-0923.08 Expiration Date: November 06, 2018 Approval Date: February 12, 2015 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010, and with FBC 5th Edition (2014), prepared by AI-Farooq Corporation, dated 09/10/2014 and 02/09/2015, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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 Butaciteo PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest, dated 08/14/14, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance to, complying with FBC-2010, 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. 12-0223.41) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA No.12-0223.4.1) 4. Laboratory compliance letter for Test Report No. F'I'L -6236, issued by Fenestration Testing Laboratory, Inc., dated 06/15/10, signed and sealed by Jorge A. Causo, P.E. (Submitted under previous NOA No.12-0223.41) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 08-0417.06) 6. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No.08-0417.06) 7. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory; Ines, dated. Q/Q3/P6,signed and sealed by Edmundo Largaespada, . ••••••• P. E. • (Submitted under'pre'06us4K3A!4461L9)08.05) • ••• • • • • • • • • • • • • • • • •• . • • • • • • • •• • • • • • •• • • • 410 • • • • • • • ••• • ••• • • • ..• • • •• • ... • •• • . . • • E-2 •• .. • • • • • • . • . . . • . . . . . • .. .. • . . ..-.. ... • • • ... . . Jaime D. Gascon, PJE. Product Control Section Supervisor NOA No. 14-0923.08 Expiration Date: November 06, 2018 Approval Date: February 12, 2015 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMLTTED F. STATEMENTS (CONTINUED) 8. Laboratory compliance letter for Test Reports No.'s FTL-3810, FTL-3819 and FTL-3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03, all sipped and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 13-0617.26, issued to ES Windows, LLC, for their Series "1500,' Aluminum Fixed Window — L.M.L, approved on 09/19/13 and expiring on 11/06/18. ....... . .. .. . . . .• . . .. ... .. . . • .. • ... . • • • . . • . . . . . . . . • .. • . . . . . . . .. ... • ... . . ... ... . • • • $.3 • • . • • • • • . . ... . • . • . . . . . . . . • • ..• .. . . • ..• .. ... . • • ... . • Jaime D. Gascon, E Product Control Section Supervisor NOA No. 14-0923.08 Expiration Dater November 06, 2018 Approval Date: February 12, 2015 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 2970 NW 75'h Avenue Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CM100" Outswing Aluminum Casement Window,'- L.M.I. APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety,.. • • • • • . • INSPECTION: A copy of this entik NO4 sjm!l ie; ptggidecl to the user by the manufacturer or its distributors and shall be available for ins %ction 14100 3 slte:atthh request of the Building Official. This NOA revises NOA No. 13-1112.10 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4 and Green Sustainable Attribute (gyS,QJ page Q-1,as well as approval document mentioned above. The submitted documentation was revidwe0 by Maduill I ere3, L'.IC. . . . . . . . . . . . .. •. •. •. •. •. •. . �•• �•� NOANo.15-No. • Expiration Date: July 29, 2019 ) NN Approval Date: January 14, 2016 j /�' �P • • • Page 1 • . • • • ... • • • • • . . . • • • • . . . . . •. . . . . ... • • . 4100 • . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. miamidade.eov/economv RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11.0932.06) 2. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15, 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 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6439, dated 02/21/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0922.06) 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) Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of an outswing aluminum Casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5867, dated 05/02/09, signed and sealed by Julio E. Gonzalez, P.. E. (Submitted under NOA No. 10-0426.09) 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) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) . .. • ... .. . . ... • • • • • • • • • Mandel Pe '.E. • •• •• •• •• ••• Product Control E ner ••••'•• • NOA No. 1 1 16.02 Expiration Date: July 29, 2019 Approval Date: January 14, 2016 ••• . • • • •.. . • . • . • • . • . . •.Et.1 • . •. • • . . •• • • •• • • • • ..• •• • . •• . •.. .. • .•. . • • •• ..• . • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859, dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511' Edition (2014), dated 03/31/15 and 11/090/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. •• ••• • • • • . .. • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • ••• • ••• • • • ... • • • • •.• • • •. •• . •• .• • • . • • •. • • • • • .. •• • • • •• •• 800 • • • 000 0 • P.E. / Product Cont of Er miner NOA No. -0416.02 Expiration Date: July 29, 2019 Approval Date: January 14, 2016 Mann RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'k Edition (2014), and of no financial interest, dated March 31, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-6439, dated 02/21/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0922.06) 3. Laboratory compliance letters for Test Report No. FM-5867, dated 05/02/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 10-0426.09) 4. Laboratory compliance letters for Test Reports No. HETI-03-1346, dated 09/16/03, HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03, HETI-03-1859, dated 01/16/04, HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Dioz-Seda, P. E. (Submitted under NOA No. 06-1130.01) G. OTHERS 1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their Series "CM100" Outswing Aluminum Casement Window - L.M.T., approved on 12/26/13 and expiring on 07/29/19. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12449.01, pages 01 through 07 of 07, dated 11/12/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator -In -Responsible -Charge. .. ... . . . . . .. . • . . . . . .. ... .. . . . .. • ... . . . • • • • . • . . . • . . . . • .. • • . • • . . ... • ... . . . ... •• •. • . ... • . • • . •. . . 3• • • . •. . • . . . . • ...... . .... ... . . • ... • . Man el P a P.E. Product Control ' iner NOA No. 15.0416.02 Expiration Date: July 29, 2019 Approval Date: January 14, 2016 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test- Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice -President Engineering & Quality Person -In -Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Krontle, Vice -President. ....... . .. .. . • . . . . . .. ••• .. • . • .. • ... • • . . . • • • • • • • • • . • • • •..•. . • • . • ... . ...• •• . .. ...... • • • ... •E.4 • • . •... •. . • • • .. .. • • • .. .. • . .• ... • Manu P.E. Product Con miner NOA No. •0416.02 Expiration Date: July 29, 2019 • Approval Date: January 14, 2016 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control. G 4 .. R>ac tiED :CONTENT / BidBASED % Recycled MATERIAL % Recvcled / RAPIDLY R ENEWADLL'MAT'ER,,I._'_ % Bio-based : r_;: % Renewable Material Component Name Content at at Disposal Material Manu£ 1. Window Aluminum 30% 100% N/A N/A AER 4ACTOR:1 lY[AL -RANSM `ITANCE) 15LAglitik 40)4.4 LIGTf'1 `�RATvs1r1[ P7C, (11 Ct1NDENSATION I SISTAIV ID# Test Report#: Product Number AIN COEF IENT)'BT[i[HR .; Cr AT Q.RMALIkID.E' Glazing Components: G.8: U-Factor G.9: SHGC VT CR 4-1 Base line Product 000 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 0.62 0.19 0.19 17 1. 2. 3. 4. - NCTL 110-12450-1 001 002 003 004 5/32 CLR 240#2-SS-D ARG BRz-1/8 090 PVB 1/8 5/32 CLR 240#2-SS-D ARG CLR-1/8 090 PVB 1/8 5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8 5/32 CLR 240#2-SS-D ARG GRY 1/8 090 PVB 1/8 0.62 0.62 0.62 0.62 r.gici Abbreviations: Description: SS-D Desiccant -Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 Qa #2 Surface Typical ARG 90% Argon PVB 0.090" Poly Vinyl Butryal (PVB) interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass 0.19 0.20 0.19 0.19 0.19 0.25 0.17 0.23 17 17 17 17 ACTOR,_ Component Name 1. Whole Window RMAL C Valn :. ONDUCT.ANCE) ... . . . . . .. • .. ... .. . . . . . . • . • . • . . • . • . • • . • . . . . . . . .. . • • . .. •• . . . • . ... . ... . . . ... • • • • . . .. • . • . • . • . . • • .. .. • . . .• .. 0. • • . . 0.. . . • • . • . . • Manuel ' , P.E. Product Contro aminer NOA No. 15-0416.02 Expiration Date: July 29, 2019 Approval Date: January 14 2016 r MIAMIDE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Mr. Glass Doors & Windows, Inc. 7440 N. W. 66 Street Miami, FL. 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "MG-500" Aluminum Outswing 'French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-40 Rev B, titled "Series MG-500 Alum. Outswing French Door (L.M.I.)", sheets 1 through 11 of 11, including sheet 3.1, dated 07/15/11 and last revised on 03/16/16, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure charts for Single or Double door w/wo transom, glass type, lock type, hinges type and head, sill and jambs anchors. Lower Design Pressure shall apply to the entire assembly. 2. The Single Door with Transom is limited to Maximum Design Pressure DP = + 90 PSF. 3. Only Single Door w/ High Threshold option item E-2B (part # ES-9026) is rated for external Positive +120 PSF Water Resistant Rating, all other condition and thresholds are not rated for water Resistant Ratings. 4. Single Door w/wo transom utilizing Saddle Threshold option item E-2A (part #ES-9015) is limited to Maximum Design Pressure DP = +/90 PSF. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia and series and following statement: "Miami Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for terminator; ot1QOA. ADVERTISEMENT: The NOA numbs; preaededby dteii6brds•Miami-Dade County, Florida, and followed by the expiration date may be displayed in acivertis'mg literature.. g any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire II0.1ishall bipevidedlo}ht trier by the manufacturer or its distributors and shall be available for inspection at the job site it thb re u sto£the Iludiding Official. ••• • • • • •.• • • i • • •... . • • • . • •... •. •• . . • •• • • •• • . • • •. . • •••• •. •. •. •. •.• •• .•. . . • .• .•• . • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.m is m idad e.Qoviecopojnv ,NOA No.15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 Page 1 MIAMI•QADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mianvdade.svv/eeonomv This NOA revises NOA # 13-0820.12 and consists of page 1, this page 2, and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge Plasencia, P.E. APPROVED •• • • • • • • • • •. • • . • • .. •.. •• • • • •• • •.. . . • • . • � . .• . . . . • . • . .. •••.• • • . . • . •. . • . • . ••• • •• • .. . . .•• • • • • • • • V••• • • • • ••• • • • •• • • •• • • • • � •• • • • • • • •. •••• •• •• • • • . • .•••• • • •• •• ••• •• • • • • • • •• • • • • • NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 Page 2 1 Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's #10-0301.03) 2. Drawing No. W11-40 Rev B, titled "Series MG-500 Alum. Outswing French Door (L.M.L)", sheets 1 through 11 of 11, including sheet 3.1, dated 07/15/11 and last revised on 03/16/16, prepared by AI-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 TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411. 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an Alum. Outswing Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5554, dated 05/10/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA's #10-0301.03) 2. Test reports on: 1) Uniform Static Air Pressure Test 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along marked -up drawings of an Alum. Outswing Entrance Door, prepared by FTL, Inc., Test Report No. FTL-5556, dtd 04/27/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA's #10-0301.03) 3. Additional test reports along with marked -up drawings of a single (X) aluminum outswing door per TAS 201, 202 (Full) and 203-94, issued by Fenestration Testing lab, Inc., Test Report No. FTL-5992, dated 09/09/09, reissued on 2/2/11 signed & sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA's #12-0306.07 & 10-0301.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 05/29/15, 01/14/16 and last revised on 03/14/16, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 15-0602.09) 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE. • • • • : : : . • . : : . • • 1. Miami Dade Department of Rye 1•a opy an i comomic Resources (RER). .. ... . .. .. •.•. . . • . • . . • . •.•. • . . • • . • • . • . . . . . .• . . . • •. • . • .• . . • • • • • • • • • . • • .•. • . . . ••• • • • . • • • . • • . . ... • • • • . . • .E:1 . • • • ..• .• • • • ..• • • • • • • • • •.. • . Jorge Plasencia, P.E. roduct Control Unit Supervisor NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter dated 08/06/16, compliance to FBC2014 (5'h edition) and No financial interest, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Lab Compliance statement, part of above referenced test report. G. OTHER 1. Notice of Acceptance No. 13-0820.12, issued to Mr. Glass Doors & Windows, Inc. for their "Series MG-500 Aluminum Outswing French Door -L.M.I.", approved on 09/19/13 and expiring on 10/13/18. 2. Distribution agreement ES Windows-Energia Solar, S.A. and ES Windows, LLC, dated 10/20/10, signed by Ms. Carla G. Torrente and Andres Chamorro respectively. (Submitted under NOA # 10-0301.03) 3. Private labeling agreement document in conformance of RER guideline dated 07/19/2011. (Submitted under NOA # 11-0720.10) 4. Test proposals # 07-4070 & 09-0165, approved by BCCO. (Submitted ureter NOA# 08-0813.04) .. ... . . . .. .. . • . • • . . .. ... •• . .... •... . . • . • . ... •. . • • • • •• • . .• • • .. .. ..• . •• ... • ...• • • . ... . • • • ... • • • . . . . • • . • . • .... • . • • . •E. c . . . • .... . • . ..• .. ... . .• • ... . . Jorge Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 • .. •. • ..• • .. .. • ... .... . • ... • ... ,.. . .. ... • . .... • . . .... • .. • AL-FAROOQ COR I: RATgON CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description : Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84TH STREET, MEDLEY, FL 33166 Model Name: MG-1000 ALUM. SLIDING GLASS DOOR Maximum Panel Width: 60" Maximum Frame Height: 120" Maximum Load: +120 PSF, -140 PSF (Large Missile Impact). Installation Drawings # W15-83 FL 19092 Date: 12/16/15 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs Toads. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION ASTM E283 ASTM E331 OR ASTM 547 & TAS 202 ASTM E330 & TAS 202 ASTM F842 Air Infiltration Leakage Water Penetration Uniform Static Air Press. Forced Entry Fenestration Testing Laboratory Fenestration Testing Laboratory Fenestration Testing Laboratory TEST REPORT DATE Fenestration Testing Laboratory 10/23/2015 10/23/2015 10/25/2015 10/23/2015 10/23/2015 10/25/2015 10/23/2015 10/23/2015 10/25/2015 10/23/2015 10/23/2015 10/25/2015 TEST REPORT # 8590 8591 8594 8590 8591 8594 8590 8591 8594 8590 8591 8594 Test Sealed by Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. 9360 Sunset Drive Ste 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 ( www.afceng.com I alfarooq@afceng.com � m . • . . .• . • • . • • •• • •• . •• • • • • • • •.• • •• • TPST . • • • • Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) DESCRIPTION TEST LOCATION ••• • • • • FBC•1626.2 • • • (TA52i & 203) .• •••• • Large Missile Impact & Cyclic Fenestration Testing Laboratory TEST REPORT DATE 10/23/2015 10/23/2015 10/23/2015 10/23/2015 10/23/2015 TEST REPORT # 8590 8592 8596 8593 8591 Test` Sealed by ,::Unde:r.tAe:limitations of the attached installation drawings, to the best of my knowledge •••' and ability, the above • roduct conforms to the reuirements of the 2014 Florida Buildin: Code. Evaluation Report Engineer: ``,tlilpilq��,,IF% Javad Ahmad AI-Farooq Corporation PE # 70592 EB # 3538 Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Orte:a, P.E. 9360 Sunset Drive Ste 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afcen com 1 alfaroo« of ceng.com AVERAGE PANEL WIDTH INCHES 30 36 42 48 54 60 30 36 42 48 54 60 30 36 42 48 54 60 30 36 42 48 54 60 30 36 42 48 50 52 54 56 30 36 42 48 50 52 30 36 42 48 50 30 36 42 48 DOOR FRAME HEIGHT INCHES 82-7/8 90 96 DESIGN LOAD CAPACITY - PSF JAMBS W%0 ANCHORS STD:, ASTRAGAL JAMBS WITH ANCHORS STD. ASTRAGAL GLASS TYPES 'A' & 'Al' EXT. (+) GLASS TYPES 'B' & 'Bl' 'C' & 'C1' GLASS TYPES 'A' & Al' INT.(-) EXT.(+) I INT.(-) EXT.(+) INT.(-) 100.0 100.0 80.0 80.0 100.0 100.0 100.0 80.0 80.0 100.0 100.0 100.0 80.0 80.0 100.0 100.0 100.0 80.0 80.0 100.0 88.9 88.9 80.0 80.0 I 100.0 100.0 80.0 100.0 100.0 100.0 100.0 80.0 80.0 80.0 80.0 100.0 100.0 GLASS TYPES B' & B1' 'C' & 'CI' REINF. ASTRAGAL GLASS TYPES A' & Al' EXT.(+) INT.(-) EXT.(+) 80.0 80.0 120.0 80.0 80.0 120,0 100.0 80.0 80.0 1200 100.0 80.0 80.0 120L0 100.0 100.0 80.0 80.0 120.0 100.0 80.0 I 100.0 100.0 100.0 80.0 80.0 + 100.0 88.9 88.9 71.1 71.1 i 88.9 80.0 100.0 100.0 100.0 80.0 100.0 80.0 100.0 80.0 100.0 100.0 88.9 100.0 88.9 100.0 100.0 100.0 I ' `J.0 100.0 100.0 100.0 100.0 88.9 102 1:08 114 120 100.0 100.0 100.0 100.0 100.0 100.0 88.9. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 .,v.0 80.0 80.0 80.0 80.0 80.0 100.0 100.0 80.0 80.0 80.0 120.0 80.0 120.0 100.0 80.0 80.0 120.0 88.9 80.0 80.0 106.7 80.0 100.0 100.0 100.0 100.0 1 VV.V 100.0 88.9 100.0 100.0 88.9 96.0 80.0 80.0 120.0 80.0 80.0 120.0 80.0 80.0 80.0 80.0 120.0 120.0 - 106.7 - 96.0 100.0 100.0 80.0 80.0 120.0 100.0 100.0 80.0 100.0 80.0 80.0 120.0 100.0 80.0 80.0 120.0 100.0 100.0 80.0 80.0 120.0 88.9 88.9 106.7 - ••-• • • • _•. •••• _ 100.0 100.0 100.0 100.0 100.0. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.0 INT.(-) 140.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 120.0 120.0 120.0 120.0 115.2 110.8 106.7 102.9 120.0 120.0 120.0 120.0 115.2 110.8 120.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 140.0 140.0 134.4 129.2 124.4 120.0 140.0 140.0 140.0 140.0 134.4 129.2 140.0 • • • • 22 • • i • 1 -• •• • - 120.0 120.0 120.0 140.0 140.0 140.0 • • •_.• • • • • • • • • • • •-• • • • EXTERIOR(+)itADS•SHAN IN CHART ABOVE ARE FOR ALL DOOR CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS SEE SHEET 6 CQIi R4NEL• ()• • DAOR tJMITATIONS. • • • • • • • • . •• . • • • • •• •• • •• •• • • • - • ••• - • • • 1' • • • • • -• • • • • • •-• 115.2 120.0 120.0 120.0 120.0 134.4 140.0 140.0 140.0 140.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 AVERAGE PANEL WIDTH = DOOR FRAME WIDTH NUMBER OF PANELS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEW DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 FOR THE GLASS TYPE USED. USING CHARTS ON SHEET 4 SELECT HEAD ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 8 DETERMINE MIN. AND MAX. GAP DIMENSIONS. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. I SHUTTERS ARE NOT REQUIRED. SERIES MG-1000 (L.M.I.) ALUMINUM SLIDING GLASS DOOR 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. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL 8E LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDmONS DEVIATE FROM THE P.E.D. 8- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. D- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LAIItH THE SITE SPECIFIC DRAWINGS FOR REVIEW. E- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #19092 42 a0 CC O t 12 0 • a rim p aao • di t2fl W 0 .J 0co_Q Q W012 hW- ;0 o I 0 Q iA c 0 N .5 v z in 3 o CO m i c m 0 0 a 0 y a .0 v 0 v 0 c 0 a V drawing no. W15-83: cc 0 xW cc 0 w ww 1/4" HEAT STREN'D GLASS 1/4" HEAT STREW° GLASS .090" Interlayer .090" Interlayer SentryGlos 8utocite PVB By 'Kuraray Americo, Inc.' By 'Kuraray Americo, Inc.' 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP_ GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer .090" Interlayer SentryGlos Butacite PVB By 'Kuraray America, inc.' By 'Kuraray America, Inc.' 0 w w SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'B' 9/16" OVERALL LAMINATED GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS SPACER ALUMINUM (6063—T5) SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'At • 1-3/16" OVERALL INSUL. LAM:. QLASt •• ••• • • • • . • • • • • •• • • •• • • • •• • • • . • ••• • • • • • • . •• • • • •••• • •• . • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • ..'••• • • • • • • • • ... • • • ••. • • • • ••. • •• O cc w w SPACER SPACER ALUMINUM UM (6063—T5) (60 MIN3T5) 0 ww w 1/4" HEAT STREN'D GLASS .090" tnterloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'C' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'BI' 1-3/16" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS cc 0 N x w SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'CI' 1-3/16" OVERALL INSUL. LAM. GLASS FL #19092 'Aq og 0 0 E 0 0 it Ounm 08W i 0CY00.oa 8 as ° 0NNt 4 QKZ9Li. _t CD fi3< QW02 > .0 n tD 10 co 0 0,1 00 I v; 0 v c OVAL ! drowing no. �L ��``�`` W15-83 11IF111� sheen 2 of 12. Signed 12 CLUSTER OF 3" MAX. 4 ANCHORS HEAD AT UNANCHORED CORNERS JAMBS 7 3 MAX. HEAD CORNERS w } X =to S N LT. O a. O 0 CLUSTER OF 4 ANCHORS AT UNANCHORED JAMBS • JAMB OPTION W/O ANCHORS (108" MAX. DOOR HEIGHT) (MAX. DESIGN LOADS = ±100:0 PSF) •• ••• • • M of 0 FALSE MUNTIN OPTIONAL • • • •• • DAYLIlic OPENINGS INI€T:IS; ••' PANE•L• WIDTH • •7.313" DAYLITE OPENING HEIGHT: • L. MIGHT IGHT—•8:0'; PANEL H�4G1-„T • •DO¢R FRAME HEIGHT — 2.625" •MAX. FRAME AREA OF S.G.D. NOT EXCEE�j.FR,AME *AND •PAIVL:AREA OF TESTED UNIT PER FEC fLEQUP2_ T% ; . ; • • •••• •�• •:•• .•• •• • 18" MAX. HEAD 'Jo CLUSTER OF 6, 8 OR 10 ANCHORS AT INTERLOCK/ASTRAGAL (SEE SHEET 4) • • 192" • • • • --1 { 42 1/8" I D.I.O. 49 7/16" PANEL WIDTH ---- CLUSTER OF 6, 8 OR 10 ANCHORS AT INTERLOCK/ASTRAGAL (SEE SHEET 4) DOOR FRAME WIDTH 42 1/8" D.L.O. 49 7/16" PANEL WIDTH 4 TYPICAL ELEVATION TESTED UNIT 1 • HEAD ANCHORS JAMB ANCHORS SILL ANCHORS 3" MAX. SILL CORNERS FL #19092 xo1111111 `` No. 70592 D ,.•G Signed 12/16/2015 N 0 N .5 L (3g c 0 0. U a) -o 0 a) 0 0 0 ' r -I r + M Q O lit +1 L.f.. ! r .. ± C I.r d i D u Y J drowing no. W15-83j sheet 3 of 12'1 ANCHOR TYPE SHIM SPACE DOOR FRAME PANEL WIDTH HEIGHT INCHES INCHES 30 36 42 48 54 60 30 36 42 48 54 60 30 36 42 48 54 60 30 36 42 48 54 60 30 36 42 48 54 30 36 42 48 30 36 42 48 30 36 42 48 82-7/8 1/4" MAX. SHIM ANCHOR TYPE 'A' 3/8" MAX. SHIM 1/2" MAX. SHIM ANCHOR LOAD CAPACITY - PSF 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 10 ANCHORS 6 ANCHORS 8 ANCHORS 10 ANCHORS 6 ANCHORS 6 ANCHORS AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT. MTG. Al' MTG. STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) INT. (-) INT. (-) INT. (-) INT. ,(-) INT. (-) INT. 1-) INT. (-) INT. (-) INT. (-)140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140. 0 140.0 140. 0 140.0 140.0 ANCHOR TYPE `H' 112.0 140.0 140.0 140.0 140.0 124.4 140.0 124.4 140.0 140.0 140.0 140.0 140.0 140.0124.4 112.0 112.0 140.0 140.0 112.0 140.0 140.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 112.0 140.0 140.0 140.0 120.5 111.4 140.0 139.2 123.4 111.1 140.0 129.8 140.a •.91.9• 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 112.0 140.0 140.0 140.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 112.0 140.0 140.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 139.2 140.0 140.0 140.0 109.7 112.0 140.0 140.0 98.7 140.0 126.6 112.8 102.8 95.4 89.7 136.2 94.9 87.8 127.4 109.7 97.3 88.1 119.7 112.0 140.0 140.0 140.0 126.5 117.0 140.0 140.0 129.7 117.5 140.0 109.7 140.0 129.0 113.9 112.0 140.0 140.0 140.0 112.0 140.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 102.8 128.5 124.4 112.0 140.0 140.0 124.4 1.12.0 140.0 112.0 140.0 140.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 112.0 140.0 140.0 140.0 120.5 111.4 140.0 139.2 123.4 111.1 140.0 130.5 115.5 3/8" MAX. SHIM 8 ANCHORS AT MTG. STILE ENDS 112.0 140.0 140.0 112.0 140.0 140.0 140.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 122.8 140.0 108.5 140.0 ANCHOR, TYPE 'C 1/2" MAX. SHIM 10 ANCHORS 6 ANCHORS 8 ANCHORS 10 ANCHORS 6 ANCHORS 6 ANCHORS 8 ANCHORS AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) INT. (-)_ INT. (-) INT. (-) INT. (-) INT. (-) INT.. (-) INT. (-) INT. (-) 140.0 140:0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 136.9 140.0 140.0 125:9 140.0 140.0 124.4 117.9 124.4 124.4 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 97.9 130.5 140.0 137.1 140.0 122.6 140.0 112.2 104.5 98.7 140.0 126.6 112.8 102.8 95.4 89.7 136.2 94.9 87.8 127.4 109.7 97.3 88.1 119.7 102.8 91.0 82.3 112.8 96.8 85.5 77.1 102.8 128.5 140.0 139.4 140.0 111.0 140.0 140.0 124.4 112.0 140.0 140.0 140.0 137.1 124.4 112.0 140.0 126.5 117.0 140.0 140.0 129.7 117.5 140.0 137.1 121.3 109.7 140.0 112.0 140.0 140.0 140.0 140.0 124.4 140.0 140.0 124.4 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1/4" SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM 140.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 140.0 140.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 136.6 124.4 140.0 140.0 140.0 126.9 140.0 140.0 130.9 112.0 140.0 140.0 140.0 140.0 124.4 112.0 140.0 140.0 124.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 FL #19092 O O 0 0, N 0 0 -J 0 0 rn drawing no. W15-83 XO (SHOWN) OX o- XOX (SHOWN) XXO (SHOWN) OXO (SHOWN) ets OXXO(sHOWN) : . ••• • • • • ••• APPROVED CONFIGURATIONS • •' . • • • • • • • • . • s • • ••• • • • • • • • • ••• • • .•. • • • • • ••. •..• •• • ••• ••:• •;. ••• •.• XX (SHOWN) j�; ! • it Eur NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. FL #19092 OF "T•RiD�;.•• . J 0 0 0 1 0 I to 0 .(0 0- O b 0 • in co 0 0 .o -oo drawing no. W15-83 sheet 5 of 12 ) Signed 12/16/2015 DOC EXTERIOR W1 I. . CONCRETE. 3 KSI ;Mg. TYPICAL ANCHORS IN PAIRS SEE ELEV. 7\ FOR SPACINf✓ EDGE DIST. L. EDGE DIST. W2 4" MIN. •d TYPICAL ANCHORS IN PAIRS • • • • SEE• EL.EV• • • • • • • • FOR:SANG • •• • • • • • • • • • ••• •. ••• � •• •• • • ••• • 1BY OR 2BY WOOD BUCK S" x J -J POURED & HARDENED HIGH STRENGTH GROUT • }• " NON -SHRINK, HRINK, NON-METALLIC • i sf'� 4 5000 PSI MIN. •• • • . • NOT�Y MR. GLASS • • • • •MUy TRANSFER SHEAR • • • • • LOADS TO STRUCTURE 000R TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACIN CONCRETE 3 KSI MIN. f as a ♦G r ♦ ti.... EDGE DIST. / 1 4 CQNCRETE -3 KSI:10IIR. EDGE DIST. IJNilfali It i 1 4" MIN`. STAGGERED DIAGONAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING x 0 J V) WEEPHOLES: W 1 = 1/4" •X 1-1/2" LONG WEEP HOLES AT 5 1/2" FROM EACH END AND 16" O.,C. W2 = 1/4" X 1-1/2" LONG WEEP HOLES (1) AT FIX. PANEL (3) AT MOV. PANEL FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED AT TWO PANEL (XX) DOORS ONLY WITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF FOR 3-5/8" SQL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF w J FL #19092 OVAL Signet! '1' I16/2O16 TYPE ' C'— x w EDGE DIST. WOOD STRUCTURE I STAGGERED ei_diautio II DIAGONAL 11666._ plifplikall MI 2 am nu 1n1 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 5/16" DIA u1 TRerns� ,.,.. (Fu=177 KSI,. Fy=155 KSI) INTO WOOD STRUCTURES 1-7/8" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) TYPE 'B'— 5/16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED (HEAD/SILL) 5/16" DIA. TEK$ QQ SELF DaILLING SCREW$ (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO F.B.C. APPROVED MULLIONS •" ��' • ALUMINUM : 1/8" THK. MIN. (6063—T5• jvIIN!) (c - '3P•AC). • 3.)21LAL_F•DfaLD_Eumg INTO CONCRETE AND MASONRY = 2-1•/2; "MIN. • INTO WOOD STRUCTURE = 1" MIN. • • • • • INTO METAL STRUCTURE = 3/4" MIN.' • .1• • • • WOOD AT HEAD OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c • N C NI VINJ • • • • • C-90 GROUT FILLED BLOCK AT JAMBS f'm := t000 rt rIN.: • • • • • • • • • • ••• • • •• • • • • • • • • • • • • •• • • • • • • • • • • METAL STRUCTURES 1 /8" THK. EDGE DIST. 4" MIN. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING rr F.B.C. APPR'D MULLION SEE SEPARATE APPROVAL FL #19092 TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 0 z a� Op J OW 1r C d acc 8 a '? _°" iL z rn J,t5m2 M. Qwcz Cr 0 Ni o �11 iZ cklL lZ (f) acetD T •41- J , Ni CO r7 co co c 0 rn v 0 �• 0 v 0 j 0 M a ).•+ • 4 d Y -----� drawing no. W15-83 'sheet 7 :of 12 T Signed 12/16/2015 • TYPICAL ANCHORS SEE ELEV.- FOR SPACING 1/2" MAX. LOAD BEARING SHIMS • 1/4" MIN 3/4" MAX. GAP SEE NOTE BELOW ) ANCHORED JAMB V18Y OR 2BY WOOD BUCKS (E 1) UNANCHORED JAMB WrI NOTE: SILICONE DOW CORNING 790 DEPTH = 3/8" MIN. FIX. PANEL WIDTH D.L. OPG. •• ••• • • • • • •• MAX. DOOR FRAME WIDTH: • •---rr-s- • • • • • • • • •• ••• •• • • • •• MAX. MOVEMENT CONSIDERED=1007. STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S• DOTS. AND APeUC4TION MANUAL FOR COMPATABILITY OF SEALANT TO •SUBSTRATE do •Wih100WALL• • • MATERIAL/FlNISH AND COMPLIANCE FOR WARRANTY. • • • • • • • • • REFER TO ACI-117-10 FOR CONSTRUCTICK jOLEVANCES; • • • • • ••• ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY • ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY 8E DESIGNED 13%:NG:NEER:0C ftC15:11 $i! • THE USE OF BOND BREAKER TAPE OR 15X or Gip E1LIp1 0• MotEME i ••..- - - • • •- - • •• ••• • • • • • • • • • ••• #14 X 2-7/8" FH SDS AT 5" FROM ENDS AND 11" O.C. 66 EXTERIOR PANEL WIDTH MAX. DOOR FRAME WIDTH #14 X 2-7/8" FH SDS AT 5" FROM ENDS AND 11" O.C. EXTERIOR STD. ASTRAGAL REINF. ASTRAGAL D.L. OPG. f FL #19092 Signed 12/16/2015 CO m a 0 CO MCO tn z J� Qi f ! ra 1 UI m I 0 .t 1 tli Ls- m N 0 Vco10 C 0 v .0 G) 0 v 0 c a v drawing no. W15-83 (sheet 8 of 12 ( TYPICAL ANCHORS i SEE ELEV. \ FOR SPACING 1/2" MAX. LOAD BEARING SHIMS 0 0 0 w MAX. DOOR FRAME WIDTH TYPICAL ANCHORS C-SEE ELEV. FOR SPACING 4 (K, DRILL NO 7 AND TAP FOR 1/4"-20 1/2" MAX. LOAD BEARING SHIMS SET SCREW 1/4"-20 x 3/4" AT 4" FROM TOP & BOTTOM AND (2) AT MIDSPAN AT 6" O.C. \ VERTICAL SLOT \-0.257"0 x 1/2" LONG CENTERED WITH THE SEt•SCRNS: • • • • • . .• . • • . . . . MAX. DOOR FRAME WIDjFj • . • : • . : . • . . • • . • • • •.• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • . • • • • • • • . • •• • • •.• . • . • • • • ••• . • . . •. . • . • ..v.,• _ . . •.. . . EXT. MAX. DOOR FRAME WIDTH \TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIMS Ism 1/2" MAX. LOAD BEARING SHIMS FL #19092 Nog 1-7 cn 0 w 0 w CC V) 0 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING \```�Ip1111117,,�''/ No. 70592 O m 0 1- a2 roo cc OF- o t ' t� 00 yl oo g ZO OotEr- C Q W Off L co 00 1-1 Oi 0 0 WM F c 0 0. L 0 N 0 u) m N O v °u C 0 a .0 u drawing no. W15-83 (sheet 9 of 12) Signed 12/16/2015 5.687 .125 1.760 L E 1-1.550- - 1.250 FRAME HEAD/SILL 2.625 .412 f FRAME COVER 5.400 .720 E4) --j 1.467 r_ L .500 JAMB COVER FRAME JAMB 075 2.635 .090 1.467 .060 ESJ THRESHOLD/JAMB CAP \E 3 PANEL RAIL/STILE PANEL INTERLOCK g E9f 241 d 55 .840 INTERLOCK COVER TRACK g.450 • ' • • ; • • 1 •�,30Q 2.750 • • ••.b • .. ••• •• �� • •• • • • ••• • • • • • • ••• • • E0 .RPINfl=4ST•RAGLI,L • • t • • • • •• • ••i • • \ ••• :12350 • • • • • SILL RISER (OPTIONAL) 2.547 tE 15 SILL RISER (OPTIONAL) 132 CA3) 2.750 k‘.._ok1 CORNER KEY ALIGNMENT CORNER ST. STEEL —1 .855 950 I�060 1.073 GLASS STOP (LAM. GLASS) El STD. ASTRAGAL 230 r- � 4 .950 1.073 .633 t\EE12 GLASS STOP (INSUL. LAM. GLASS) FL #19092 ``1{ltii11111'' No, 70592 • V \cm 1(31 to t (ply z 1 o 1 o�lO N 1 Z M. lot' iz !cn • co V) 1' y c 0 .5 of N 0 a 0 a 0 N o 0 v 0 c 1 CO N 0 • CO a 0 D drawing no. W15-83 (sheet 10 of 12' Signed 12/16/2015 ITEM # PART # 4UANTI El 1000—E-1001 2 DESCRIPTION E2 E3 E4 1000=E-1002 E5 E6 E7 E8 1000—E-1005 1000—E-1010 1000—E-1011 1000—E-1018 E9 1000—E-1007 El 1000—E-1013 E 1 1 1000—E-9001 E12 1000—E-9002 E13 1000—E-1012 E14 E15 MGR-1014 MGR-1019 AS REQD AS REQD. 2 AS REQD. AS REQD: AS REQD. AS REQD. 1/ MOv. PANEL FRAME HEAD/SILL FRAME COVER MATERIAL MANF./SUPPLIER/REMARKS 6005—T5 — AS REQD JAMB COVER FRAME JAMB — THRESHOLD/JAMB CAP PANEL RAIL/STILE 6063—T5 6063—T5 6063—T6 6063—T5 PANEL INTERLOCK INTERLOCK COVER TRACK 6005—T5 6005—T5 6063—T5 4/ PANEL 4/ PANEL AS REQD. AS REQD. REINF. ASTRAGAL GLASS STOP (LAM. GLASS) 6005—T5 6005—T5 GLASS STOP (INSUL. LAM. GLASS) STD. ASTRAGAL 3-5/8" SILL RISER AS REQD. 4-5/8" SILL RISER G1 G2 G3 G4 G5 W71325NK AS REQD. AS REQD. TRI FIN PILE W'STRIPPING COMPRESSION GASKET 6063—T6 6063—T6 6005-T5 6063—T6 OPTIONAL 6063—T6 OPTIONAL E516 G6 E238 AS REQD. AS REQD. AS RE AS REQD. OFFSET GLAZING GASKET WEDGE GASKET AIR SEAL GASKET G8 G9 G10 G 1 1 INTERLOCK GASKET 1 /4" THK. FOAM PAD ULTRAFAB EPOM DUROMETER 70±5 SHORE A SANTOPRENE DUROMETER 70±5 SHORE A EPOM DUROMETER 70±5 SHORE A SANTOPRENE ULTRAFAB POLYPROPYLENE ULTRAFAB AS REQD. AIR SEAL BRIDGE AT INTERLOCK AIR SEAL BRIDGE AT MTG. STILE SETTING BLOCKS POLYETHYLENE POLYAMIDE Al A3 ALIGNMENT CORNER CORNER KEY POLYAMIDE EPDM DUROMETER 80±5 SHORE A ST. STEEL — L1 L2 PS01-7002 PS01-7102 L3 L5 PS01-1005 2 POINT MORTISE LOCK & HANDLE 2 POINT MORTISE LOCK & HANDLE ADJUSTABLE STRIKER 6063—T6 LOCK RECIEVER M1 M6 M7 2 PANEL INTERLOCK INTERLOCK INTERLOCK 6063—T5 AS REQD. AS REQD. ROLLER ASSEMBLY AT 9" FROM ENDS PANEL GUIDES PANEL GUIDES ST. STEEL/ACETA FASTENED WITH (2) 12-24 X 3/4" PH MS NYLON - S1 S2 #12 X 1 1/2" 10-24 X 1/2" S3 #8-18 X 1/2" S4 1/4-20 X 1/2" 4/ CORNER AS REQD. AS REQD. AS REQD. FRAME ASSEMBLY FASTENERS NYLON INTERLOCK FASTENERS, AT 6" FROM ENDS AND 12" O. LOCK RECIEVER FASTENERS PANEL ASSEMBLY FASTENERS • •• ••• • • . • • .. • • • •• • . • •. •.• •. • • . .• • ••• . • • • . • • . • • • • • •• • • • • • • • • •• • • •.• • ... • •• • • • • • ••• • • • • ••• • • • • . . . . . •• • • • • • • . . • 7 • • • .. • • • • • • •• •. • • . •• .. •.• • • . .•• . • ST. STEEL I-IWH SOS ST. STEEL PH TC MS AISI 304 PHILIP PH SMS ST. STEEL FH SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. LOCKS: SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK AT 38-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2" FH TC MS SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 8-32 X; 2-5/8" FH MS SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2" FROM BOTTOM FASTENED WITH (1) #t4 X 2-7/8" FH SDS AND (1) 12-24 X 1/2" PH MS FL #19092 9 (N0 0 pal. L l J ` t t �QI la � 0 c drawing no. W15-83 (sheet 11 of 12) i co op n. 0 ti Signed 12/16/2015 4 PANEL TOP/BOTTOM CORNER • • • • • • • • • •• ••• • • • • • •• •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • ••• • • • • ••• • • • ••• • • • ••• • • • • • • • • • • • • • ••• • •• •• • •• • • FRAME TOP/BOTTOM CORNER FL #19092 ` NIP." N0.70592 �NA�o,�`` ••••• !!f 0 U) V to AX. (305) 262.6978 C -J z 0- 0 0 r' c 0 o. 0 w 'D IV O -o O N m N I O lo 0 0 V a drawing no. W15-83 Signed 12/16/2015 sheet 12 of 12) EURO-WALL SYSTEMS, LLC EURO-C3 BIFOLD ALUMINUM DOOR SYSTEM - HVIIZ GENERAL NOTES: INSTALLATION ANCHORAGE DETAILS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES STATED HEREIN. 1.1. COMPARATIVE ANALYSIS RESULTS SHOWN ON PAGE 9 ARE APPLICABLE TO LOCATIONS OUTSIDE OF THE HVHZ. THAT ARE NOT TO BE USED FOR INSTALLATIONS IN THE HVHZ. 1.2. SEE THIS SHEET FOR DESIGN PRESSURES APPLICABLE TO AREAS IN HVHZ. 1.3. SEE THIS SHEET AND SHEET 9 FOR DESIGN PRESSURES APPLICABLE TO AREAS OUTSIDE THE HVHZ. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED ARCHITECTURAL TESTING INC. TEST REPORTS AND ASSOCIATED LABORATORY DRAWINGS TO TAS 201-94, TAS 202-94 AND TAS 203-94 CONSISTENT WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AND CURRENT EDITION OF THE FLORIDA RESIDENTIAL CODE. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 4.1. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FBC, WOOD SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT. CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILEDHEREIN, SITE 6. OPENING PROTECTION IMPACT PRODUCTS GLAZED WITH GLAZING OPTIONS 1 OR:2 ON SHEET 7: 6.1. WHEN USED IN AREAS INSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIRING OPENING PROTECTION, THIS PRODUCT COMPLIES WITH THE CURRENT EDITION OF THE FBC/FRC AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS LARGE AND SMALL MISSILE IMPACT TESTING REQUIREMENTS OF TAS 201 AND TAS 203. 6.2. WHEN USED IN AREAS OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIRING WIND BORNE DEBRIS PROTECTION, THIS PRODUCT COMPLIES WITH THE CURRENT EDITION OF THE FBC/FRC AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS LARGE AND SMALL MISSILE IMPACT TESTING REQUIREMENTS OF TAS 201 AND TAS 203. 7. TRACK AND PANEL MATERIAL 7.1. 7.2. 7.3. 7.4. 7.5. 7.6. 7.7. DOOR HEAD TRACK MATERIAL: EXTRUDED ALUMINUM 6063-T5. DOOR SILL AND JAMB TRACK MATERIAL: EXTRUDED ALUMINUM 6063-T5. DOOR PANEL STILE MATERIAL: EXTRUDED ALUMINUM 6063-T5. DOOR PANEL STILE MATERIAL: EXTRUDED ALUMINUM 6063-T5. ASTRAGAL MATERIAL EXTRUDED ALUMINUM 6063-T5. SILL CHANNEL: POLYPROPYLENE IMPACT GLAZING INTERLAYER: 0.090" SENTRYGLAS BY DUPONT AS APPROVED BY CURRENT MIAMI-DADE NOA. 7.8. EPDM GLAZING GASKET: MEETS ASTM C 864-05 IN ACCORDANCE WITH THE CURRENT EDITION OF THE FBC. 8. HARDWARE 8.1. PADDOCK FABRICATIONS LTD. MULTI -POINT LOCK MECHANISM WITH TOP AND BOTTOM HIGH SECURITY SHOOTBOLTS. 8.2. EURO-WALL SYSTEMS, LLC JAMB HINGE, ROLLING HINGE, INTERMEDIATE CARRIER AND OFFSET HINGE WITH & WITHOUT HANDLE 8.3. EURO-WALL SYSTEMS, LLC TWINPOINT GEARSET WITH STAINLESS STEEL SHOOTBOLTS AND ALUMINUM RODS. 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1 GLASS CHARTS. SEE SHEET 7 FOR GLAZING DETAILS. 10. DESIGNATION "X" STANDS FOR OPERABLE PANEL. 11. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING, SHALL HAVE BEEN PROTECTED.. TABLE OF CONTENT SHEET DESCRIPTION • 1 • GENERAL NOTES AND DESIGN PRESSURE RATINGS •• 2 APPROVED CONFIGURATIONS AND INSTALLATION NOTES 3 ELEVATION AND ANCHOR LAYOUT • 4 •• VERTICAL CROSS SECTION • ; 5 VERTICAL CROSS SECTION — ALTERNATE SILL O PlIG3NS ; 6 HORIZONTAL CROSS SECTIONS 7 HORIZONTAL CROSS SECTIONS AND GLAZING DETAIL€• • 8 BILL OF MATERIALS AND WEATHERSTRIPPING • • 9 COMPARATIVE ANALYSIS DESIGN PRESSURES • • • • • • • • • •• • • PERFORMANCE RATING - STANDARD SILL W/RISER DESIGN PRESSURE RATING (PSF) IMPACT RATING +75.0/-75.0 LARGE AND SMALL MISSILE WATER PENETRATION TESTED FRAME COMPONENT HEAD, SILL OR JAMBS ••• • • • • • • • • • - • • • • •• • • • • • •• • • • •• • • • • • • • • • • JAMBS • • • • • • • • • • • • • • • . •ITEAD, SI C Ct.' JAMBS • • •N6�Es:• • •.1) FIR 00.1 • •2)•141E111 SUBSTRATE CONCRETE MASONRY (BLOCK/CMU) WOOD (1) HEAD TYPE FLAT HEAD (SHOWN) AND PAN HEAD INSTALLATION ANCHOR SCHED MANUFACTURER AND/OR SPECIFICATION ITW TAPCON (2) SIZE 1/4" PERFORMANCE RATING ADA SILL & STANDARD SILL W/O RISER DESIGN PRESSURE RATING (PSF) IMPACT RATING +75.0/-75.0 LARGE AND SMALL MISSILE WATER PENETRATION NOT TESTED. OVERHANG IN ACCORDANCE WITH REQUIREMENT BELOW CAN BE USED PER CHAPTER 17 OF FBC. Door assemblies installed where the overhang (OH) ratio is equal; to or more than 1. The overhang ratio shall be calculated by the following equation: OH ratio = OH Length/OH Height Where: OH length = The horizontal measure of how far an overhang over a door projects out from door surface. OH height = The vertical measure of the distance from the door sill to the bottom of the overhang over a door. MIN. EMBEDMENT (IN) 1 1/2 MIN. EDGE DISTANCE (IN) 1 1/8 CAPACITIES BASED ON MIN. 2000 PSI CONCRETE BUT NOT LESS THAN THAT REQIRED BY BUILDING CODE Elco Ultracon 1/4" 1 3/8 1 MIN. 2500 PSI CONCRETE BUT NOT LESS THAN THAT REQIRED BY BUILDING CODE ITW TAPCON (3) 1/4" 1 2 STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT DENSITY > 117 PCF Elco Ultracon 1/4" 1 1/4 1 STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT ANSI B18.6.1 (WOOD SCREW) ASME B18.6.4 (TAPPING SCREW) No. 14 1 1/2 • • 4 WOOD AND TAPPING SCREWS IF SPUTTING IS A CONCERN, DRILL 0.134" PILOT HOLE FOR WOOD FRAME INSTALLATION. P TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. 1 WOOD WITH A MINIMUM SPECIFIC GRAVITY OF 0.55 PROJECT NUMB O to ;t 0 w v) � Z < (AWO p W cn eel— D w0' OCL Doz Z0O _OI Z 0 Q 6 0Jp Z O Q Lt p m W W In4.c O Z I O 0' Q Z W 0 0 O 0 o1 z D W cc 0 1- w 0 m 0 w w a 0 vi z Robert J. Amoruso, P.E. FL P.E. No. 49752 ,..o.rr ME$ 47;,,, OO)•.•• E q, 0." NR 49752 •'�'0= :'P: STA E OF :14 • ST� O R 1 O P G`��,�� ,,,, (MAC ,E s", Digitally signed by Robert J. Amoruso ^' DN: cn Robert J: Amoruso, o ou=PTGProduct Design Group, email=robert@ptc-Corp.com, c=US Date:'2015.06.29 16:45:11 -04'00' • INSTALLATION NOTES: 1. INSTALLATION ANCHOR QUANTITIES AND LOCATIONS: ' 1.1. JAMBS 1.1.1. JAMB INSTALLATION ANCHORS ARE COMPRISED OF TWO ANCHORS LYING IN THE SAME PLANE OR LOCATION AS SHOWN IN THE JAMB ELEVATION VIEW ON SHEET 3. 1.1.2. JAMB INSTALLATION ANCHORS ARE COMPRISED OF TWO ROWS OF ANCHORS (AS MEASURED) ALONG THE HEIGHT OF THE JAMBS. 1.1.3. SPACING OF THE TWO (2) INSTALLATION ANCHORS ALONG THE HEIGHT OF THE JAMBS SHALL BE AS SHOWN IN THE ELEVATION VIEW ON SHEET 3. 1.1.4. DISTANCE BETWEEN THE ROWS OF INSTALLATION ANCHORS SHALL BE AS FOLLOWS. 1.1.4.1. FOR SECTION VIEW C/6 AND D/6, DISTANCE BETWEEN INSTALLATION ANCHOR ROWS IS APPROXIMATELY 1'3/16". 1.1.4.2. FOR SECTION VIEW 8/6, DISTANCE BETWEEN INSTALLATION ANCHOR ROWS IS 2" MINIMUM. 1.1.5. QUANTITIES OF INSTALLATION ANCHORS. 1.1.5.1. FOR THE 120" TALL DOOR (TESTED HEIGHT), A MINIMUM OF TWELVE (12) ANCHOR LOCATIONS AS SHOWN IN THE ELEVATION VIEW ON SHEET 3 ARE REQUIRED. EACH LOCATION REQUIRES TWO (2) ANCHORS SPACED APART AS DETAILED ABOVE. 1.1.5.2. FOR DOOR HEIGHTS LESS THAN 120", THE INSTALLATION ANCHORS CAN BE REDUCED BY ONE LOCATION EACH TIME THE ON CENTER SPACING (12") DECREASES TO 50% OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. 1.1.6. SECTION VIEW B/6 CAN BE EMPLOYED WHEN JAMB ANCHOR SPACING IS 2" MIN IN WOOD, CONCRETE OR MASONRY SUBSTRATE. 1.1.7. SECTION VIEW C/6 CAN BE EMPLOYED WHEN JAMB ANCHOR SPACING IS 13/16" IN CONCRETE OR MASONRY SUBSTRATE AND SHALL EMPLOY 2X BUCKING ATTACHED TO THE CONCRETE/MASONRY SUBSTRATE IN ACCORDANCE WITH GENERAL NOTE 4. 1.1.8. SECTION VIEW D/6 CAN BE EMPLOYED WHEN JAMB ANCHOR SPACING IS 13/16" IN WOOD FRAMING SUBSTRATE. 1.2. HEAD 1.2.1. HEAD INSTALLATION ANCHORS ARE COMPRISED OF TWO ROWS OF ANCHORS (AS MEASURED) ALONG THE WIDTH OF THE HEAD. 1.2.2. DISTANCE BETWEEN THE ROWS OF INSTALLATION ANCHORS IS SHOWN IN SECTION VIEW A/4 AND IS APPROXIMATELY 1-9/16". 1.2.3. ANCHORS LOCATED ALONG THE TWO ROWS DO NOT NECESSARILY LIE IN THE SAME PLANE OR LOCATION. 1.2.4. QUANTITIES OF INSTALLATION ANCHORS. 1.2.4.1. FOR THE 332-1/8" WIDE DOOR (TESTED WIDTH), ANCHORS ARE LOCATED AS FOLLOWS - SEE ELEVATION VIEW/HEADER ANCHOR LAYOUT ON SHEET 3. 1.2.4.1.1. EXTERIOR ANCHORS 1.2.4.1.1.1.A TOTAL OF THIRTYFOUR (34) ANCHORS ARE INSTALLED. 1.2.4.1.1.2.FROM JAMB ENDS FIVE (5) ANCHORS ARE INSTALLED AT 4" FROM THE OUTSIDE OF THE JAMB, THEN 3" ON CENTER FOR THE REMAINING FOUR (4) ANCHORS. THIS IS APPLICABLE TO EACH SIDE OF THE HEAD. 1.2.4.1.1.3.BETWEEN THE JAMB END CLUSTERS, TWENTYFOUR (24) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT 12" MAX. 1.2.4.1.2. INTERIOR ANCHORS 1.2.4.1.2.1.A TOTAL OF TWENTYSEVEN (27) ANCHORS ARE INSTALLED. 1.2.4.1.2.2.FROM JAMB ENDS ONE (1) ANCHOR IS INSTALLED AT 12" FROM THE OUTSIDE OF THE JAMB. THIS IS APPLICABLE TO EACH SIDE OF THE HEAD. 1.2.4.1.2.3.BETWEEN THE JAMB END ANCHORS, TWENTYTFIVE (25) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT 12" MAX. 1.2.4.2. FOR DOOR WIDTHS LESS THAN 332-1/8", THE INTERMEDIATE ANCHORS CAN BE REDUCED BY ONE EACH TIME THE ON CENTER SPACING (12" FOR EXTERIOR AND 12" FOR INTERIOR ANCHORS) DECREASES TO 50% OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. 1.2.4.2.1. END ANCHORS (CLUSTER OF FIVE AT EXTERIOR AND ONE AT INTERIOR) SHALL NOT BE REDUCED. 1.2.4.2.2. ONLY THE INTERMEDIATE ANCHORS SHALL BE REDUCED FOR DOOR WIDTHS LESS THAN 332-1/8" 1.2.4.3. FOR DOOR WIDTHS GREATER THAN 332-1/8", THE INTERMEDIATE ANCHORS CAN BE INCREASED AS REQUIRED TO MAINTAIN THE ON CENTER SPACING (12" FOR EXTERIOR AND 12" FOR INTERIOR ANCHORS) OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. 1.2.4.3.1. END ANCHORS (CLUSTER OF FIVE AT EXTERIOR AND ONE AT INTERIOR) SHALL REMAIN THE SAME. 1.2.4.3.2. ONLY THE INTERMEDIATE ANCHORS SHALL BE INCREASED FOR DOOR WIDTHS GREATER THAN 332-1/8" 1.3. SILL 1.3.1. SILL INSTALLATION ANCHORS ARE COMPRISED OF TWO ROWS OF ANCHORS (AS MEASURED) ALONG THE WIDTH OF THE SILL. 1.3.2. DISTANCE BETWEEN THE ROWS OF INSTALLATION ANCHORS ARE SHOWN IN SECTION VIEW A/4 AND A/5 AND ARE APPROXIMATELY 27/32". 1.3.3. ANCHORS LOCATED ALONG THE TWO ROWS DO NOT LIE IN THE SAME PLANE OR LOCATION. 1.3.4. QUANTITIES OF INSTALLATION ANCHORS. 1.3.4.1. FOR THE 332-1/8" WIDE DOOR (TESTED WIDTH), ANCHORS ARE LOCATED AS FOLLOWS - SEE ELEVATION VIEW/SILL ANCHOR LAYOUT ON SHEET 3. 1.3.4.1.1. EXTERIOR ANCHORS 1.3.4.1.1.1.A TOTAL OF TWENTYSEVEN (27) ANCHORS ARE INSTALLED. 1.3.4.1.1.2.FROM JAMB ENDS ONE (1) ANCHOR IS INSTALLED AT 12" FROM THE OUTSIDE OF THE JAMB. THIS IS APPLICABLE TO EACH SIDE OF THE SILL. 1.3.4.1.1.3.BETWEEN THE JAMB END ANCHORS, TWENTYFIVE (25) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT 12" MAX. 1.3.4.1.2. INTERIOR ANCHORS 1.3.4.1.2.1.A TOTAL OF TWENTYEIGHT (28) ANCHORS ARE INSTALLED. 1.3.4.1.2.2.FROM JAMB ENDS ONE (1) ANCHOR IS INSTALLED AT 6" FROM THE OUTSIDE OF THE JAMB. THIS IS APPLICABLE TO EACH SIDE OF THE SILL. 1.3.4.1.2.3.BETWEEN THE JAMB END ANCHORS, TWENTYSIX (26) INTERMEDIATE ANCHORS ARE SPACED ON CENTER AT 12" MAX. 1.3.4.2. FOR DOOR WIDTHS LESS THAN 332-1/8", THE INTERMEDIATE ANCHORS CAN BE REDUCED BY ONE EACH TIME THE ON CENTER SPACING (12" FOR EXTERIOR AND 12" FOR INTERIOR ANCHORS) DECREASES TO 50% OF THAT SHOWN IN THE, ELEVATION VIEW ON SHEET 3. 1.3.4.2.1. END ANCHORS (CLUSTER OF ONE AT INTERIOR AND ONE AT EXTERIOR) SHALL NOT BE REDUCED. 1.3.4.2.2. ONLY THE INTERMEDIATE ANCHORS SHALL BE REDUCED FOR DOOR WIDTHS LESS THAN 332-1/8" 1.3.4.3. FOR DOOR WIDTHS GREATED THAN 332-1/8", THE INTERMEDIATE ANCHORS CAN BE INCREASED AS REQUIRED TO MAINTAIN THE ON CENTER SPACING (12" FOR EXTERIOR AND 12" FOR INTERIOR ANCHORS) OF THAT SHOWN IN THE ELEVATION VIEW ON SHEET 3. 1.3.4.3.1. END ANCHORS (CLUSTER OF ONE AT INTERIOR AND ONE AT EXTERIOR) SHALL REMAIN THE SAME. 1.3.4.3.2.ONLY THE INTERMEDIATE ANCHORS SHALL BE INCREASENISPOIZMQV14?FjS VRrAZ ER THAN 332-1/8" • • • 2. ANCHORS ARE TO MATCH TYPE, SIZE, EDGE DISTANCE AND EMBEDI'4 NT OF THOSE StH( Vtf161 TI- .INSTALLATION ANCHOR SCHEDULE SHOWN ON SHEET ONE FOR THE RESPECTIVE SUBSTRATE. • • • •• • • • • • 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEQRINCZ SHIM(S1 MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF I-GH DENSITY 0. LASZICOR 13F•TIN. • • • • • •• • ••• • • • • 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINILNES (ItLUDm Bel NOT L•IM+TED TO STUCCO, FOAM, BRICK VENEER, AND SIDING). 5. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WQO AQUS;gErROT,VCTED TO PREVENT REACTION. • • • It • • • • 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL IN:TAlipsciON ANCHORS 114T0113ORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF9tOCK. INS:At TIpLAIQCH0I:S SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 1. APPROVED CONFIGURATIONS 2-PANEL - 2LEFT EXTERIOR VIEW 2-PANEL - 2RIGHT EXTERIOR VIEW 2-PANEL- 1LEFT/1RIGHT EXTERIOR VIEW 3-PANEL - 3LEFT EXTERIOR VIEW 3-PANEL - 3RIGHT EXTERIOR VIEW 3-PANEL - 1LEFT/2RIGHT EXTERIOR VIEW 3-PANEL - 2LEFT/1RIGHT EXTERIOR VIEW 4-PANEL - 1LEFT/3RIGHT EXTERIOR VIEW 4-PANEL - 3LEFT/1RIGHT EXTERIOR VIEW 4-PANEL - 2LEFT/2RIGHT EXTERIOR VIEW 4-PANEL - 4LEFT EXTERIOR VIEW 4-PANEL - 4RIGHT EXTERIOR VIEW NOTES ON PANEL CONFIGURATION. PANEL SIZE. PANEL QUANTITIES AND FRAME SIZE: APPROVED CONFIGURATIONS SHOWN ABOVE ARE POSSIBLE 2-PANEL, 3-PANEL AND 4-PANEL ARRANGEMENTS THAT ARE ALLOWED BASED ON TESTING THE 9-PANEL ARRANGEMENT SHOWN IN SHEET 3 ELEVATION. THE PANEL QUANTITIES AND PANEL CONFIGURATIONS ARE UNLIMITED AS LONG AS THE OVERALL FRAME AREA IS NO LARGER THAN 1.5 X THE TESTED AREA AS DESCRIBED BELOW. THE FOLLOWING LIMITING CONDITIONS EXIST. 1. NOT EXCEEDING THE MAXIMUM TESTED PANEL SIZE (36-5/8" x 115-7/8") AS SHOWN IN SHEET 3 ELEVATION. 2. USING TESTED AND APPROVED VERTICAL STILE CONDITIONS. 3. MAXIMUM FRAME SIZES BASED ON THE FOLLOWING. 4. MAXIMUM SIZE OF THE TEST UNIT IN A 9-PANEL CONFIGURATION WAS 332-1/8" X 120" WITH A MAXIMUM PANEL SIZE OF 36-5/8" x 115-7/8". THE FOLLOWING CONFIGURATION AND SIZE VARIATIONS ARE APPROVED. 4.1. PANELS SMALLER THAN THOSE TESTED ARE ALLOWED. 4.2. FRAME AREA (276.8 PSF) IS LIMITED TO 1.5 TIMES THE TESTED UNIT FRAME AREA, OR 415.2 SF. 4.3. THE MAXIMUM FRAME HEIGHT IS LIMITED BY THE MAXIMUM PANEL SIZE, OR 120" FRAME HEIGHT. 4.4. LOWER FRAME HEIGHTS ARE ALLOWED RESULTING IN LARGER FRAME WIDTH AS LIMITED BY THE AREA LIMITATION OF NOTE 4.2 ABOVE. EXAMPLES. 4.4.1. FRAME HEIGHT = 120" YIELDS MAXIMUM FRAME WIDTH OF [415.2 X 144]/120 = 498.25". 4.4.2. FRAME HEIGHT = 96" YIELDS MAXIMUM FRAME WIDTH OF [415.2 X 1441/96 = 622.8". 5.5. INCREASE IN FRAME WIDTHS BASED ON THE ABOVE ALLOWS PANEL QUANTITIES GREATER THAN THE 9 PANELS TESTED AS LONG AS THE MAXIMUM TESTED PANEL SIZE OF 36-5/8" x 115-7/8" IS NOT EXCEEDED. 5.6. DECREASE IN PANEL WIDTHS (BELOW THAT TESTED) CAN RESULT IN PANEL QUANTITIES GREATER THAN THE 9 PANELS TESTED AS LONG AS THE FRAME SIZE AND PANEL HEIGHT LIMITATIONS ABOVE ARE MET. 6. COMPARATIVE ANALYSIS RESULTS ON PANEL SIZES SMALLER THAN THOSE TESTED (36-5/8" x 115-7/8") ARE SHOWN ON SHEET 9. COMPARATIVE ANALYSIS RESULTS ARE NOT APPLICABLE IN THE HIGH VELOCITY HURRICANE ZONE. APPROVED CLADDING OPTIONS (DOES NOT STRUCTURALLY ALTER THE TESTED COMPONENTS). 1. WOOD CLADDING (0.06 INCHES OR THICKER) ALLOWED. 415-0404 PROJECT NUMBER >- W 0 DESCRIPTION W ce 0 1-4 co co A e� C) as R1 � rnA F 0 0 c. O_ E_, CZ J 1- 1n H 0 Z w Z U) 0 (I w Ov)Q o z rx- D 0 D a DU 1n J Z Z ao0 J - Li 0 D Li- - 0 U mwG N o eg IOU O � w O O- a_ vi 1- Z LO 0 co W0 0 O O O o z D w 0 )- 0 w U Robert J. Amoruso, P.E. FL P.E. No. 49752 c-4m ‘' SF '9Gv, N 49752 »0 s TA E OF=�V/4 44S.ONA� ENO`,• Digitally signed by Robert J. Amoruso rg'_ ", DN: cn Robert J Amoruso o ou=PTCProduct Design Group, '{ email=robert@ptc-corp.com, c=US Date'2015.06.29 16:45:26 -04'00' 3" MAX. 4" MAX. . r 1 9/16" MIN. 1 SEPARATION } JAMB EXTRUSION NOTE 1: FRAME SIZE AND NINE PANELS IN 1L/8R CONFIGURATION SHOWN AS TESTED. 3" MAX. 3" MAX. 3" MAX. 12" MAX. EXTERIOR O.C. TYP. 12" MAX. 0.C. TYP. HEAD1 3/4" 1 5/32" 12" MAX. 0.C. TYP. SEE ADDITIONAL APPROVED 6" MAX. TYP. CONFIGURATIONS AND APPROVED MAXIMUM SIZES ON SHEET 2. NOTE 2: 12" MAX. MAXIMUM PANEL WIDTH FOR 3' NOMINAL PANEL SHOWN. PANEL WIDTH VARIATIONS RESULTING IN 24" MAX. SMALLER WIDTHS 0.C. TYP. - WITH SAME D.L.O. 4 PLACES. DEPENDING UPON PANEL OPERATION CONFIGURATION ARE ALLOWED. TWO (2) INSTALLATION ANCHORS PER LOCATION HEADER ANCHOR LAYOUT INTERIOR LEFT SIDE OF HEADER SHOWN, RIGHT SIDE IS IDENTICAL 36 5/8" O.A. MAXIMUM — PANEL WIDTH (SEE NOTE 2) 1 1 111 1 11 II 1 1 1 1 1 1 ..! SS! 6" MAX. TYP..J 1 SEE SILL ANCHOR LAYOUT BELOW FOR ANCHOR SPACING Lock Ponel X 6" MAX. TYP. EACH END i 27/32" MIN. J SEPARATION yr JAMB EXTRUSION a X I 1 1 1 1 X 332 1/8" MAX. 0.A. FRAME WIDTH (SEE NOTE 1) 12" MAX. 0.C. TYP. HEAD EXTRUSION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 11 1 I 1 1 1 1 1 I • •• ••• • • • • • •• • • • • • • • • •• ••• • ,• • •• • • • : • ••- -• • • •• • • •• - • • - • ••• • • • • • X 40 sis iir 29 1/8" D.L.O. WIDTH TYP. ALL PANELS 1 1 1 1 1 1 1 1 1 1 111111 1 1 1 1 1 1 1 -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ELEVATION AND ANCHOR LAYOUT EXTERIOR VIEW INTERIOR • • • SEE HEADER ANCHOR LAYOUT ABOVE FOR ANCHOR SPACING 120" MAX. 0.A. FRAME HEIGHT 115 7/8" 0.A. PANEL — HEIGHT ... i.i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12" MAX. 0.C. TYP. • • 12" MAX.• • : : : •19I1LL4ANCHOR LAYOUT 12" MAX. TYP. EACH •E�• ' "` EXTERIOR y :.•.:I. I f SSDIO ILL SHOWN, RIGHT SIDE IS IDENTICAL O.C. TYP. ••• • • • ••• • • • SILL 1 23/32" 1 15/16" /SILL EXTRUSION PROJECT NUMB ' 0 co a) as aaw o En A F O o 0 0 d� E C2z J 1- w In 1- N M Li) >_ 0 .•. O ( C� Z >0E Do Z 0 0 —1 Z Quo 00 < Li_ O Z mwo NI I- Uo W O W w 0 co w O 0 1- W 1 Lii 1- Z Robert J. Amoruso, P.E. FL P.E. No. 49752 �.« 4' .MES �'4,, o04P.��ceNeF psi .a�N •9752 �_ .1) STAEOF :•,: cz ,y.�SS ONA� Ep.S' Digitally signed by Robert J. Amoruso r• DN: cn RobertJ. Amoruso 0 ou FTC Product Design Group, • email=robert@ptc-corp.com, c=US D4te:` 2015.06.29 16:49:46 -04'00' L C MIN. EDGE DIST. VARIES. SEE ANCHOR SCHEDULE SHEET 1 SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1 PERIMETER SEALANT BY OTHERS SEALANT BY OTHERS INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 1 EXTERIOR INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 1 PERIMETER SEALANT BY OTHERS SUBSTRATE VARIES. SEE ANCHOR SCHEDULS•SHEEST 3 • • • • • • •• ••• •• • • • •• • • • ••• • • • MINI. EDGE FIST. ; .'VARIES.' SP'E ANLI.10V "SCH'EDULE••SHtET 1' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • •• • • • 1 9/16" MIN. SEPARATION MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 1/4" MAX. SHIM IMPACT IGU, ITEM 10 SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTIONS. INTERIOR SEALANT BY OTHERS 1/4" MAX. SHIM (OPTIONAL) MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 27/32" MIN. • SEPARATION VERTICAL CROSS SECTION • ' WITH STANDARD SILL TRACK W%RISER • • (SEE SHEET 5 FOR ADDITIONAL SILL OPTIONS) PROJECT NUMBER: 0 0 0 O O O z 1- PREPARED BY: 0 co 0 mco 0 0 0 o CC z D w 0 0 J 0 co a w LLI Robert J. Amoruso, P.E. FL P.E. No. 49752 .�OF.Qt� GEMg'�O,y• /9752 •� �0 = �: STA E ;•¢: OF W: ... '.< O R10.-*/ t$4. '4 S�ONA� ,��0� Digitally signed by Robert J. Amoruso f DN: cn Robert J.'Amoruso,'a, , ou=P.TGProduct Design Group, email=robert@ptc-corp.com, c=US Date. 2015.06.29 16:49:57 -04'00' EXTERIOR INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 1 PERIMETER SEALANT BY OTHERS SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1 MIN. EDGE DIST. VARIES. SEE ANCHOR SCHEDULE SHEET 1 PERIMETER SEALANT BY OTHERS SILL EMBEDDED IN CONCRETE SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 1. IMPACT IGU, ITEM 10 SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTIONS. SHOWN SEE SHEET 7 INTERIOR SEALANT BY OTHERS 1/4" MAX. SHIM (OPTIONAL) MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 27/32" MIN. SEPARATION / A VERTICAL CROSS SECTION WITH STANDARD SILL TRACK W/O RISER EXTERIOR INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 1 MIN. EDGE DIST. VARIES. SEE ANCHOR SCHEDULE SHEET 1 • .. IMPACT IGU, ITEM 10 SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTIONS. SHOWN SEE SHEET 7 INTERIOR SEALANT BY OTHERS MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 L • • ; • 7 32':I4IN. SEFIARAfION VERTICAL; cROS SECTION writ STANEctBDSia TI2ACIIW/0 RISER EMQE:0E1:CW CbNCREt gI:BSTRATE EXTERIOR INSTALLATION ANCHOR VARIES, SEE ANCHOR PERIMETER SEALANT SCHEDULE SHEET BY OTHERS SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1 MIN. EDGE DIST. VARIES. SEE ANCHOR SCHEDULE SHEET 1 IMPACT IGU, ITEM 10 SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTIONS. SHOWN SEE SHEET 7 INTERIOR SEALANT BY OTHERS 1/4" MAX. r SHIM t (OPTIONAL) MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 27/32" MIN. SEPARATION VERTICAL CROSS SECTION WITH ADA SILL TRACK W/O RISER EXTERIOR INSTALLATION ANCHOR VARIES, SEE ANCHOR PERIMETER SEALANTCHEDULE SHEET 1 BY OTHERS SILL EMBEDDED IN CONCRETE SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 1. a• 4 MIN. EDGE DIST. . VARIES. SEE ANCHOR SCHEDULE SHEET 1 IMPACT IGU, ITEM 10 SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTIONS. SHOWN SEE SHEET 7 INTERIOR SEALANT BY OTHERS MIN. EMBEDMENT VARIES. SEE ANCHOR • SCHEDULE SHEET 1 27/32" MIN. SEPARATION VERTICAL CROSS SECTION WITH ADA SILL TRACK EMBEDDED IN CONCRETE SUBSTRATE PROJECT NUM 0 10 0 w N z 0 1- w 0 J MN w CC w oNz DOJ Zp< D0 Z <Es0 J I 0 W 0 N N(/) I0O O O � J D Q W 0 I= w a 0 0 1- 0 LLI (0 0 0 0 o z 0w 0 0 U vi H z Robert J. Amoruso, P.E. FL P.E. No. 49752 N 49752 'O 1'3" STA E OF f a. Digitally signed by Robert J. Amoruso DN: cn Robert J. Amoruso, o, ou=PTC:Product Design Group, email,=robert@ptc-corp.com, c=US Date: 2015.06.29 16:50:09-04'00' MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1 SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1 1-5/8" MIN. SEPARATION J MIN. EDGE DIST. VARIES. SEE ANCHOR SCHEDULE SHEET 1 } INSTALLATION ANCHOR VARIES, SEE ANCHOR SCHEDULE SHEET 1 1 1/2" MIN. EMBEDMENT 13/16" MIN. SEPARATION } #14 WOOD SCREW 2X WOOD FRAMING BY OTHERS B 1 /4" MAX. SHIM INTERIOR R>�R 1 EXTERIOR SEALANT BY OTHERS PERIMET ER SEALANT BY OTHERS pORIZONTAL CROSS SECTION IMPACT IGU, ITEM 10 SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTIONS ALTERNATE INSTALLATION SUBSTRATE AND ANCHORS VARY, SEE ANCHOR SCHEDULE SHEET 2 1 /4" MAX. SHIM ..... . • • . • . • • .• • . • • ..• ... . SEALANT •ff OTH€liS. .•. peRIkicTERLpIstr• • • Bile OTHERS• • • • INTERIOR . EXTERIOR • ••• • IMPACT IGU, ITEM 10 • • •• SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED :MPACT GLAZING OPTIONS. • . • ORIZO NTAt DOM SECTION 2X WObD •IJAWvIWNt IN 'IZItLL TION 1 1/2" MIN. EMBEDMENT as 13/16" MIN. SEPARATION #14 WOOD SCREW • MASONRY/CONCRETE BY OTHERS O J 1 /4" MAX. SHIM INTERIOR R'R SEALANT BY OTHERS PERIMETER SEALANT BY OTHERS 2X WOOD BUCK BY OTHERS J icy EXTERIOR IMPACT IGU, ITEM 10 SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTIONS. HORIZONTAL CROSS SECTION 2X BUCK OVER MASONRY/CONCRETE INSTALLATION 0 PROJECT NUM 0 ocT V1 0 0 co rn ce) b--21 w<4 O lz 00 0 ry� V• 01 z a w >— pi0 p-0 MON z0N JZO Q E5 J �'LL Z ��0 ETD N rC))50 0 0 W to 0 0 0 w 0 0 0 0 o Z D w 0 W co 0 cc a Q U co vi z EL Robert J. Amoruso, P.E. FL P.E. No. 49752 �.•`�t I�MES'�, !.., .l'�?:�ceNB.oN oATE OF .'w a "esidniKi loos Digitally signed by Robert J. Amoruso DN: cn RobertJ. Amoruso o;w ou=PTCProduct Design Group, email=robert@ptc-corp.com, c=US Date 2015.06.29 16:50:22 -04'00' INTERIOR EXTERIOR (4,7 � IMPACT IGU, ITEM 10 SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTIONS. ORIZONTAL CROSS SECTION ASTRAGAL IMPACT IGU, ITEM 10 SHOWN. SEE SHEET 7 'FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTIONS. HORIZONTAL CROSS SECTION • • • • • • • • • • • _ • •• INTERMEDIATE CARRIER MEETING STILES • • • • • • • • • F • • • • • • • • • • • • • • • IMPACT IGU, ITEM 10 SHOWN. SEE SHEET 7 FOR ADDITIONALLY APPROVED IMPACT GLAZING OPTIONS. tIQitFLQNtAL CROSS SECTION • •�• liiECTING STILES 1/4" ANNEALED 0.090" SENTRYGLAS BY DUPONT 13/16" GLASS BITE EXTERIOR 9/16" O.A. 1/4" ANNEALED EPDM DRY GLAZED GASKETS 15 INTERIOR GLAZING OPTION 1 (BOM ITEM NO. 9) 9/16" LARGE AND SMALL MISSILE IMPACT 3/16" ANNEALED 3/16" MIN. TEMPERED — 13/16" GLASS BITE EXTERIOR 1" O.A. 3/16" ANNEALED 0.090" SENTRYGLAS BY DUPONT EPDM DRY GLAZED GASKETS 15 INTERIOR GLAZING OPTION 2 (BOM ITEM NO. 10) 1" LARGE AND SMALL MISSILE IMPACT 415-0404 PROJECT NUMBER: DESCRIPTION W CC 0 N J uJ w H 0 — >- 0 Z 0Ng0 0N0 C O Z 0p Z ?00 Jzo Qpw Q &) 00N m0wCC N U O Z fY o N w � 0 10 0 co 0 0 0 0 0 w co cn L 0 N Ea 0 a U vi E Z Robert J. Amoruso, P.E. FL P.E. No. 49752 yam; STA E OF .e�W 4'S�ONA� E��: Digitally signed by'Robert J. Amoruso DN: cn Robert J. Amoruso o; ou=PTC'Product Design Group, email=robert@ptc-corp.com, c=US Dater 2015.06.29 16:50:35 -04'00' np 49752 '-�G BILL OF MATERIALS ITEM # 1 2 3 4 5 6 7 8 9 10 11 12 13 PART # DESCRIPTION HEAD TRACK STANDARD SILL TRACK W/RISER MANUFACTURER SAPA SAPA JAMB TRACK DOOR PANEL STILE SAPA SAPA DOOR PANEL TOP RAIL DOOR PANEL BOTTOM RAIL GLAZING STOP ASTRAGAL 9/16" LAMINATED IMPACT GLASS SAPA SAPA SAPA SAPA 1 " IGU LAMINATED IMPACT GLASS SETTING BLOCKS EC3 GLAZING STOP REDUCER STANDARD SILL TRACK W/0 RISER BRITISH PETROLEUM MATERIALS SAPA SAPA 14 15 16 17 18 19 ADA SILL TRACK EPDM DRY GLAZING GASKET SWEEP WITH STRAIGHT RUBBER SWEEP WITH ROUND RUBBER DOOR PANEL INTERMEDIATE STILE DOOR PANEL ASTRAGAL STILE SAPA TRELLEBORG SEALING PROFILES U.S. INC. SAPA SAPA SAPA SAPA 20 21 22 23 24 25 SILL TRACK LINER JAMB HINGE INTERMEDIATE CARRIER * ROLLING HINGE * OFFSET HNGE W/0 HANDLE OFFSET HINGE W/HANDLE EURO—WALL SYS. EURO—WALL SYS. EURO—WALL SYS. EURO—WALL SYS. EURO—WALL SYS. MATERIAL ALUMINUM 6063—T5 ALUMINUM 6063—T5 ALUMINUM 6063—T5 ALUMINUM 6063—T5 ALUMINUM 6063—T5 ALUMINUM 6063—T5 ALUMINUM 6063—T5 ALUMINUM 6063—T5 SEE GLAZING OPTION 1, SHEET 7 SEE GLAZING OPTION 2, SHEET 7 RUBBER WITH 70 TO 90 SHORE 1 DUROMETER HARDNESS ALUMINUM 6063—T5 ALUMINUM 6063—T5 ALUMINUM 6063—T5 EPDM MEETING ASTM C 864-05 RUBBER RUBBER ALUMINUM 6063—T5 ALUMINUM 6063—T5 POLYPROPYLENE 26 27 TWINPOINT GEARSET WITH STAINLESS STEEL SHOOT BOLTS fD•IL:MINA0 RODS *• •• •• • • MULTI —POINT LOCK MECHAPOSM'•WITH TOP AND BOTTOM HIGH SECURITY SHOOT -WILTS • ELM —WALL SYS. ►•• .•• • II • •• PADDOCK FABRICATIONS LTD • • • * NOT• SF;QWN•f'0e TY. ••• • ••• • - ••• • • • • • • • o • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• . • 304SS 304SS 304SS 304SS 304SS 304SS AND ALUMINUM 304SS WEATHERSTRIPPING DETAILS (NOT SHOWN IN BOM OR IDENTIFIED IN SECTION VIEWS UNLESS OTHERWISE NOTE) DESCRIPTION ALUMINUM AND RUBBER EPDM TRIPLE FIN SWEEP (PART # MD 05090) QUANTITY LOCATION 1 ROW EXTERIOR OF PANELS AT BOTTOM RAIL. 3/8" TALL DOOR SWEEP WITH VINYL FINS [PART# MD 47000) 1 ROW TOP OF TOP RAIL. 3/8" X 3/4" THERMALBLEND (PART # 43846i 1 ROW 7/16" DIA. VINYL BULB GASKET, KERF MOUNTED 1/2" (WIDE) X 5/16" (TALL) FOAM TAPE 1 ROW 1 ROW PANEL 5 FROM LEFT (3L/3R CONFIGURATION — SIMILAR LOCATION FOR OTHER CONFIGURATIONS), NEXT TO HINGE GASKET AT BOTTOM. Q—LON GASKET "A" 1 ROW JAMB STILES JAMB STILES JAMB STILES Q—LON GASKET "A" 2 ROWS MEETING STILES POLYPILE GASKET WITH 3/8" MYLAR FIN 1 ROW 3/8" TALL FOAM HINGE GASKET 1 PER HINGE Q—LON GASKET "B" FOAM GASKET "A" Q—LON GASKET "C" Q—LON GASKET "A" 1 ROW 1 ROW 1 ROW 1 ROW AT HEAD AT HINGE LOCATIONS WITH TWO ATTACHMENT POINTS AT ASTRAGAL EXTENDING 5/8" BELOW BOTTOM OF ASTRAGAL 3" LONG PIECE AT BOTTOM OF ASTRAGAL AT SILL RISER BELOW GASKET "C" ON SILL RISER Q—LON GASKET "A" 1 ROW AT JAMBS Q—LON GASKET "A" SWEEP WITH STRAIGHT RUBBER (BOM ITEM NO. 16) 2 ROWS 1 ROW SWEEP WITH STRAIGHT RUBBER (BOM ITEM NO. 17) 1 ROW AT HEAD, TOP ROW FACING DOWN, BOTTOM ROW FACING UP AT BOTTOM OF DOOR PANELS, INTERIOR AND EXTERIOR, FOR ADA AND STANDARD SILL 14/0 RISER ONLY. 0 O u) ;11- PROJECT NUMBER: 0 1-4 0 LLI F F M 0 _z cn 0rw o T o� Z0� 0 o JZQ aocn J 00 ow mwwQ � ran UUN� I 0 0 D _J w m Ln 0 0 O w 0 0 0 0 zD "2w 0 0) 0 a mm 0 u H z W J U CO Robert J. Amoruso, P.E. FL P.E. No. 49752 *19T52 'O 0: STA E OF 4 FS'P(O,aPO`�4� q S4` /ONA� E o•`• Digitally signed by Robert J. Amoruso DN: cn RobertJ. Amor o a' ou=P,Tc roduct Design Group, email=robert@ptc-corp.com, c=US Date:"2015.06.29 16:51:15-nd'nn, Maximum Panel Height (in) 32.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 Pos 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 24.0 84.0 90.0 96.0 75.0 75.0 75.0 COMPARATIVE ANALYSIS DESIGN PRESSURES NOT APPLICABLE TO HIGH VELOCITY HIT (PSF) HURRICANE ZONE (I:IVHZ) _SEE NOTE 1 BELOW TABLE 1 - COMPARATIVE ANALYSIS DESIGN PRESSURE (PSF) LIMITED BY WATER PENETRATION Maximum Panel Width (in) Neg 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Pos 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 26.0 Neg 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Pos 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 28.0 Neg 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 Pos 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30.0 Neg 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32.0 Pos 75.0 75.0 75.0 75.0 Neg 100.0 100.0 100.0 100.0 Pos 75.0 75.0 75.0 75.0 34.0 Neg 100.0 100.0 100.0 100.0 Pos 75.0 75.0 75.0 75.0 36.0 Neg 100.0 100.0 100.0 100.0 Pos 75.0 75.0 75.0 75.0 38.0 75.0 75.0 75.0 75.0 100.0 100.0 100.0 100.0 75.0 75.0 75.0 75.0 100.0 100.0 100.0 100.0 75.0 75.0 75.0 75.0 100.0 100.0 100.0 100.0 75.0 75.0 75.0 75.0 100.0 100.0 99.5 75.0 75.0 75.0 100.0 100.0 94.5 75.0 75.0 75.0 100.0 98.2 90.2 75.0 75.0 75.0 100.0 94.2 86.3 75.0 75.0 75.0 92.1 AS ALLOWED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES, COMPARATIVE ANALYSIS WAS PERFORMED IN DOOR PANEL SIZES SMALLER THAN THAT TESTED (36-5/8" AND 115-7/8") USING THE FOLLOWING CRITERIA. • FRAME (PANEL) AREA OF THE ALTERNATE SIZE UNIT DOES NOT EXCEED THE FRAME (PANEL) AREA OF THE TESTED APPROVED UNIT. • THE ALTERNATE SIZE PANELS ONLY VERY IN WIDTH, HEIGHT OR LOAD REQUIREMENTS. • DOES NOT EXCEED 100 PERCENT OF THE PROPORTIONAL DEFLECTION FOR FIBER STRESS OF THE INTERMEDIATE MEMBERS OF THE APPROVED UNIT. • DOES NOT EXCEED 100 PERCENT OF THE CONCENTRATED LOAD AT THE JUNCTURE OF INTERMEDIATE MEMBERS AND THE FRAME OF THE APPROVED UNIT. • DOES NOT EXCEED THE AIR AND WATER INFILTRATION RESISTANCE OF THE TESTED APPROVED UNIT UNLESS AN OVERHANG MEETING CHAPTER 17 OF THE FBC IS PROVIDED. SEE NOTE 3 BELOW. • DOES NOT EXCEED THE MAXIMUM CYCLIC PRESSURE OF THE TESTED APPROVED UNIT AS TESTED IN ACCORDANCE WITH ASTM E1886/E1996. LIMITATIONS AND CONDITIONS OF USE 1. CYCLIC PRESSURE TESTING TO ASTM E1886/E1996. THEREFORE COMPARATIVE ANALYSIS RESULTS ARE NOT APPLICABLE TO THE HIGH VELOCITY HURRICANE ZONE (HVHZ), MIAMI-DADE AND BROWARD COUNTIES. RESULTS ARE APPLICABLE TO ALL AREAS OUTSIDE OF THE HVHZ. 2. PANEL SIZE SHALL NOT EXCEED THE SIZES (WIDTH X HEIGHT) SHOWN IN TABLE 1 OR 2. 3. DESIGN PRESSURES 3.1. TABLE 1: • •' 3.1.1. POSITIVE DESIGN PRESSURES ARE LIMITED BY ASTM E331 WADER PENET1tATI0NrTElrltK, craw A THEREFORE, AN OVERHANG MEETING CHAPTER 17 OF THE FBC NO? E I D.: • . • P.OVED UNIT AT +75 PSF DESIGN PRESSURE. 3.1.2. NEGATIVE DESIGN PRESSURES ARE LIMITED TO THE -100 PSFIDP OF tRE•COMPARATIOE At'8LYSIS tJAIT TESTED TO CYCLIC LOADING IN ACCORDANCE WITH ASTM E1886/E1996. 3.2. TABLE 2: 3.2.1. POSITIVE DESIGN PRESSURES ARE NOT LIMITED BY ASTM E331, WA1•E1t PENETRAVOO %STING pP IHE•A7'QROVED UNIT AND REQUIRE USE OF AN OVERHANG IN ACCORDANCE WITH CHAPTER 17 OF FBC AS (IJTLII�ED BELOW III N TE•4. •• •• •• •• 3.2.2. POSITIVE AND NEGATIVE DESIGN PRESSURES ARE LIMITED•1b THE :/• 105 PftP OF TQE C 3M XP4TIk ZNALYSIS UNIT TESTED TO CYCLIC LOADING IN ACCORDANCE WITH ASTM E1886/E1996. • • • • • • • • • • 4. ENTRY OVERHANG IN ACCORDANCE WITH CHAPTER 17 OF FBC AS OUTLINED BELOW IS REQUIRED TO USE TABLE 2 - COMPARATIVE ANALYSIS RESULTS. 4.1. Door assemblies installed where the overhang, (OH) ratio is equal to sr more than 1. The orerlrant ratio !•hall be calculated by the following equation: OH ratio = OH Length/OH Height. Where: • • • . • • • • • OH length = The horizontal measure of how far an overhang over • r• Pock • ' ot!t tom • ' ' • OH height = The vertical measure of the distance from the door sill toothpe bb,ttoom of the overhang over a door. Maximum Panel Height (in) 32.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 84.0 90.0 96.0 75.0 87.4 75.0 83.3 75.0 79.7 75.0 Neg 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 90.6 82.9 76.5 Pos 75.0 75.0 75.0 75.0 75.0 75:0 75.0 75.0 75.0 75.0 75.0 75.0 39.0 Neg 100:0 100:0 100.0 100:0 100.0 100.0 100:0 100.0 98.1 89.0 81.4 75.0 TABLE 2 - COMPARATIVE ANALYSIS DESIGN PRESSURE (PSF) NOT LIMITED BY WATER PENETRATION (DESIGN PRESSURE SHOWN IS +/- OR POSITIVEINEGATIVE) 24.0 100.0 100.0 26.0 100.0 100.0 28.0 100.0 100.0 Maximum Panel Width (in) 30.0 100.0 100.0 32.0 100.0 100.0 34.0 100.0 100.0 36.0 100.0 100.0 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ♦ • • • •• NCO: . • • I r• 100.0 r. • 100•Q• •'i 00e0 •= • • 100.0 39.0 100.0 100.0 100.0 100.0 ,. 100.0 • •100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 • • • i oo. cc • •100.0• • 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 100.0 94.5 98.2 90.2 •�100.0:• 94.2 : 87~i.3: . • • • 100.0 100.0 97.5 92.1 87.4 83.3 • :100.0 • • • • • . ' •99.8 ': 100.0 ?oo.o $$1 90.6 • • • • • • . 89.0 ••• .• •• • 79y•• 765 • • :81.4 • • ••75.0 IMINNINimmminnommwmminnimml PROJECT NUMBE 0 w 1- fn 1 In D EtIW Ey 0>-� 0 Z CC 0 zoo _I Z (/) o91 LQ Ni 0 D 00 In 0 co 0 w 0 0 0 0 o zD ow 0 2 0 w vi 1- z w cc Robert J. Amoruso, P.E. FL P.E. No. 49752 ,,,,,,P.MES,,,y,�� ? • N 49752 ' O 9 O• I{F,lll/yil_STA E OF ?N Digitally signed by Robert J. AmorusoY, DN: cn=Robert J. Amoruso, o, ou=PTCProduct Design Group, email=Hobert@ptc-corp.com, c=US Date 20151)6 79 1A•S1.1Q _,,,,nn. taZj 0 z 0 z L WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH r — , WINDOW WIDTH WINDOW LENGTH 0 WINDOW WIDTH WINDOW WIDTH L WINDOW WIDTH WINDQYIL S1ilDTH • •• • • WINDOW WIDTH • ••• • cyZ� • • • • •• • •• • • • • ••• • ••• • • • • • • • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW *SHAPE WHIN €O(. NE•OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING &LUIWABLC I:UAbS ;ROM THOSE SHAPES. • • • • • • • • • • • •• •• • • i •• •• ••• • • • ••• . _ SERIES-1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS. USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. 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. COME INTO MATERIALS INCLUDING CONTACT WITH OTHER IMD DISSIMILAR ITED TO STEEL/METAL THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 6" MAX. FROM ENDS 12" MAX. 1 HEAD/SILL f/ L II —1r -n r TI 44 3/8" D.L. OPG. 48" WINDOW WIDTH IY_PJCAL ELEVATInnI PRODUCT REVISED as complying with the Florida Building Code Acceptance No paw r Mlaml i + Product Control FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 23•Oa lecds 'to THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT, REQUIRED. Engr:.`AVA0' AHM.AD ML FLA. P 70592 CAI 533 SE2014 FAX. (305) 624-7777 N 0 3 0 V C 0 U rn a) N 3 0 5 Z 0 0 2 m P 4) 0 0 0 fV N 0 0 t0 m V W l� 0 'O drowing no. W03-57 (sheet 1 of 7 ) 1/8" ANN. GLASS z co .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" ANN. GLASS SILICONE DOW CORNING 795 0 ADHESIVE :iiIJi FOAM TAPE /111 010441100 OPTIO 0 it 5.1 GLASS TYPE 'A' 3/16" ANN. GLASS .090" INTERLAYER SENTRYGLAS 8Y 'DUPONT' 3/16" ANN. GLASS SILICONE DOW CORNING 795 cn c) GLASS TYPE 'B' ADHESIVE FOAM TAPE 3/16" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'O. GLASS SILICONE DOW CORNING 795 v► ADHESIYe • • • �I r oPno FOAM ;TAPE 'II GLASS TYPE 'C' • . . • .• • • • • •. • • • • • • • • • • • • • . • • • • • • • • •• • • • .•. • • • • • i N 0 OPTIO 3/16" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" ANN. CLASS SILICONE DOW CORNING 795 II I I I � ►:;,.71----41pri • • •• 4•• Uf • On • • • • • • . • • ... • • • • • • • OLASS TYPE 'C 1' GLASS TYPE 'B1' ADHESIVE FOAM TAPE 3/16" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 • •• .. .•.• . . . . • -- .••• N. • ADHESIVE FOAM TAPE SILICONE DOW CORNING 795/983 O 8 5/16" LAM. GLASS 5/32" HEAT STREW°. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/4" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'C2' SILICONE DOW CORNING 795/983 7/18" LAM. GLASS ALT. GLAZING OPTIONS SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. PRODUCTRBVISED as complying with the Florida Building Uodc Acceptance No Cxp�tioDate (/y�lL� Miami Dace Product Control Engr. JAVAD AMMO CIVIL FLA. PE 1 70592 CA.N. 538. " 402014 Zo1g mike_ V FAX. (305) 624-7777 0 a o rn d v U 0 0 NQ T 13 N N 41) L 41 eo eq 0 ai N V- fH 0 0 C m U W 1 0 M 0 0 D c ♦ as' x 0 drawing no. W03-57 (sheet 2 of 7 DESIGN LOAD CAPACITY - pSF ANCHOR TYPES 'A' & 'C' DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH 18" 24" 30' 36" 42" 48" 54" 60" HEIGHT 36" 18" 24" 30" 36" 42" 48' 54" 60" 18" 24" 30" 36" 42" 48" 54" 60" 18" 24" 30" 36" 42" 48" 54" 60" 48" 60' 72' 18" 24" 30" 36' 42" 48" 18" 24" 30" 36' 42" 48' 18` 24" 30' 36" 42" 84" 90" 96" GLASS TYPE £XT.(+) 70.0 70.0 57.6 48.0 48.0 48.0 48.0 1NT.(-) 70.0 70.0 57.6 48.0 48.0 GLASS TYPES & 'B1' EXT.(+) 1NT.(-) 48.0 48.0 48.0 70.0 70.0 57.6 48.0 41.1 48.0 70.0 70.0 57.6 48.0 41.1 70.0 90.0 70.0 72.0 57.6 57.6 48.0 48.0 48.0 _ 48.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 57.6 GLASS TYPES 'Cr & 'C2' EXT.(+) 70.0 70.0 57.6 48.0 48.0 ANCHOR TYPES 'B' & 'C' GLASS TYPE 'A' 1 NT.(-) EXT.(+) 80.0 70.0 72.0 70.0 57.6 70.0 48.0 70.0 48.0 70.0 90.0 72.0 57.6 48.0 48.0 41.1 41.1 70.0 70.0 70.0 70.0 57.6 48.0 70.0 70.0 57.6 57.6 48.0 70.0 70.0 57.6 36.0 36.0 36.0 36.0 36.0 36.0 70.0 90.0 70.0 72.0 48.0 48.0 48.0 70.0 70.0 57.6 48.0 41.1 36.0 36.0 36.0 70.0 70.0 57.6 57.6 48.0 48.0 41.1 41.1 36.0 36.0 70.0 90.0 70.0 72.0 57.6 57.6 48.0 48.0 57.6 48.0 41.1 36.0 32.0 28.8 70.0 70.0 57.6 48.0 48.0 70.0 48.0 70.0 48.0 67.3 80.0 70.0 72.0 70.0 57.6 70.0 48.0 70.0 41.1 60.0 36.0 - 36.0 36.0 80.0 70.0 72.0 70.0 57.6 70.0 48.0 67.3 41.1 36.0 32.0 28.8 80.0 70.0 72.0 70.0 57.6 64.2 48.0 1NT.(-) 70.0 70.0 70.0 70.0 70.0 CLASS TYPES & 'B1' EXT.(+) 70.0 70.0 70.0 70.0 70.0 1NT.(-) 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 90.0 90.0 GLASS TYPES 'C', 'CI & 'C2' EXT.(+) 70.0 70.0 70.0 70.0 70.0 1NT.(-) 80.0 80.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 67.3 70.0 70.0 70.0 70.0 60.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.3 70.0 70.0 64.2 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 90.0 70.0 72.0 57.6 57.6 70.0 90.0 70.0 72.0 57.6 57.6 41.1 36.0 32.0 28.8 70.0 70.0 57.6 48.0 41.1 41.1 36.0 32.0 28.8 80.0 70.0 72.0 70.0 57.6 - 48.0 41.1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 90.0 90.0 70.0 80.0 70.0 80.0 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 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 70.0 70.0 57.6 48.0 41.1 -•• ••r • 79.E 22.0. 7Q9• .Il.o• 57.6 57.6 .•. - • • • • • 1 • 36a : 72.0: :7a.Q• 36.0 80.0 70.0 72.0 70.0 57.6 48.0 41.1 - • 40."• - §0.0• • 70.0 : 73.0•.' 57.6 48.9 • - 57.6 48.¢ • 4:.1: • . • ■ • • •• • • • ••• • 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 56.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.1 64.0 80.0 80.0 80.0 80.0 70.0 70.0 62.2 56.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 71.1 64.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 90.0 90.0 41.1: • 70.0 90.0 • • • • • • NOTE: GLASS CAPACITIES. ply THLS •SIJEET.ARE • BASED ON ASTM C 1mO-Q9: (3 Stc.:GUSTS). • 4 • • • . • • • • ALA.:. • • 0 000 • 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 -J WINDOW DIMS. WIDTH HEIGHT 18" 36" 18" 30" 36" 108" 120" GLASS TYPE 70.0 GLASS TYPES 70.0 70.0 90.0 72.0 GLASS TYPES 70.0 70.0 57.6 80.0 72.0 57.6 GLASS TYPE 70.0 70.0 56.2 56.2 70.0 70.0 90.0 72.0 48.0 70.0 70.0 57.6 48.0 48.0 80.0 72.0 57.6 48.0 56.2 56.2 GLASS TYPES EXT.(+) 70.0 70.0 70.0 90.0 90.0 90.0 70.0 90.0 GLASS TYPES 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH 26-1/2" 48" 26-1/2" 37* 53-1/8" 19-1/8" 26-1/2" 37" 48" 53-1/8" 19-1/8" 48* 53-1/8" 19-1/8" 37* 26" ANCHOR TYPES 'A' St GLASS TYPE GLLSS TYPES 70.0 70.0 66.5 66.5 66.5 70.0 65.2 38-3/8" 46.7 58" 63" 74-1/4" 45.0 45.0 70.0 65.2 70.0 65.2 46.7 70.0 ANCHOR GLASS TYPES 70.0 70.0 90.0 70.0 70.0 66.5 66.5 66.5 70.0 65.2 46.7 45.0 45.0 70.0 65.2 46.7 70.0 65.2 46.7 70.0 65.2 65.2 70.0 70.0 65.2 65.2 70.0 66.5 66.5 66.5 70.0 65.2 46.7 45.0 70.0 65.2 46.7 36.0 34.1 70.0 65.2 46.7 36.0 70.0 65.2 46.7 70.0 65.2 46.7 90.0 66.5 66.5 66.5 90.0 65.2 46.7 45.0 45.0 90.0 65.2 46.7 36.0 34.1 90.0 65.2 46.7 36.0 90.0 65.2 46.7 90.0 65.2 46.7 70.0 66.5 66.5 66.5 70.0 65.2 46.7 45.0 45.0 70.0 65.2 46.7 36.0 34.1 70.0 65.2 46.7 36.0 32.5 70.0 65.2 46.7 36.0 32.5 70.0 65.2 46.7 36.0 32.5 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. GLASS TYPE 80.0 70.0 80.0 66.5 66.5 66.5 80.0 65.2 46.7 45.0 45.0 80.0 65.2 46.7 36.0 34.1 80.0 65.2 46.7 36.0 32.5 80.0 65.2 46.7 36.0 32.5 80.0 65.2 46.7 36.0 32.5 70.0 70.0 70.0 70.0 70.0 70.0 68.1 65.7 65.7 70.0 70.0 68.1 70.0 70.0 70.0 70.0 GLASS TYPES GLASS TYPES 1 NT.(-) EXT.(+) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.1 65.7 65.7 70.0 70.0 68.1 70.0 70.0 Env JAVAD AMMO CAM 70592 538 2014 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.4 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 90.0 70.0 80.0 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 85.3 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 4ccepblece No 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.4 70.0 70.0 70.0 70.0 63.2 70.0 70.0 70.0 70.0 63.2 70.0 70.0 70.0 70.0 63.2 Miami do Product Control 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.9 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.3 80.0 80.0 80.0 80.0 72.3 23. ,m4fai so 0 gE Rg t). t. oft-ogl Ziae UMINUM FIXED I Ai hJ .00 L. 0 drawing no. W03-57 CO 0 0 FAX. (305) 624-7777 IFP LYJ CI - (sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 Ed 1BY WOOD BUCK OPTIONAL 4 44 4 • • 4 ds • •••r1 . • • • •• • • . • i• • • •• • e o! • - • • • • • • • • • • •rrAICAC ANCHORS • SEE ELEV. FOR SPACING • • ....•. • • • • • • • • • . ..• • • • • • • • • • • • • • • •• •• • C • •• •• ••• • • • ••• • co 0 0 0 rr 00 cs),t [n • • •• • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Ed -u nnIM u_ f 1 METAL STRUCTURE 1eN TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—OADE COUNTY APPROVED MULLION Sc MULLION ANCHORS SEE SEPARATE NOA Ed TYPICAL ANCHORS SEE ELEV. FOR SPACING 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 TYPE 'A'— 3/16" DIA. ULTRACON BY 'ELCO'(Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES 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) TYPE '$'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES 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) TYPE ' C'— # 10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Ed = ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUM COLOR SILICONE. PRODUCT' REVISED as complying with do Florida Building Codo Aoeeptannca No .087 ?Pillar NW Miami ►ado Product Control Engr: JAVAD AHM.40 CIVIL FLA PE f 70592 C . 3538 2014 Z n Im a ag re a oigO' 0—et, ei N fn ei"2110 &i 0 N c 0 a 0 N d D 0 x 0 zd W in 1 z 0 UPDATED TO 2014 FBC y 0 a 0 O 0 m O N O cri O N 0 0 c m 0 W 4 dote: 07-31-03 a drawing no. W03--57 (sheet 4of 7 ) WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 1/4" MAX. SHIM 0 ITEM PART > QUANTITY DESCRIPTION )MIATERIAL MANF./SUPPLIER/REMARKS 1 ES5001 4 WINDOW FRAME 6063-T6 - 2 ES1008 OPTIONAL GLAZING STOP 6063-T6 - 2A ES1103 4/ WDW. GLAZING STOP (5/16" GLASS) 6063-T5 - 28 ES1017 4/ WDW. GLAZING STOP (7/16" GLASS) 6063-T5 - 3 ES5002 4 FRAME COVER (OPTIONAL) 6063-T5 - 4 /8 X 1" AS REOD. ASSEMBLY SCREWS CRS PH SMS 4A j8 X 1/2" AS READ. ASSEMBLY SCREWS CRS FH SMS 5 27-372 2/ UTE SETTING BLOCK, 7/16" X 3/16" X 3-1/2" LONG EPOM DUROMETER 75±5 SHORE A 6 ES1O10 OPTIONAL GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 6.1 ES4013 OPTIONAL GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 6A 27-425 4/ WOW. GLAZING GASKET EPDM DUROMETER 60 SHORE 'A' 7 ES1505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 1� li II L.- 1 /4" MAX. SHIMS 0 1BY WOOD BUCKS EXTERIOR D.L. OPG. WINDOW WIDTH •• • • • • • • • • • • • •• • •• • • • •• • • • •• MIAMI-DADE COUNTY APPR,D MULLION SEE SEPARATE NOA • • • •• • • • • . • WINDY WIEVH • • . • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • . • • • . .•• • • • . • •• . •. •• • • • ..• .. • • . •• •. • • . . .•• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH v TYPICAL ANCHORS SEE ELEV. FOR SPACING v PRODUCT REVISED as complying with the Florida Building Code 4 Q 23.06 Aooa anco No u Pato Miami ado Pro act ntrol TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM Engr: JAVAD AHMAD CML FLA. PE 70592 C.A. 3538 2015 METAL STRUCTURE ra `°-). ID 8 N M J O 0 01 w Cr V) FAX. (305) 624-7777 N C 0 0 '.. r1 U ALT. GLAZING OPTION ADDED UPDATED TO 2014 FBC NO CHANGE THIS SHEET .0 C) 0 0 O Oi O N OU 0 h 0 O O C 0 w U. [9 C n 0 0 0 1 0 0 a drawing no. W03-57 (sheet 5 of 7 2.330 .500 -�j r-.329 �i .803 .050 .837 F� SQUARE GLAZING STOP t47 .803 .062 .837 L GLAZING STOP (OPTIONAL) r-.203 .803 .050 .837 1- SQUARE GLAZING STOP .733 I .577 1 .045 .868 --T .537 FRAME COVER (OPTIONAL) .328 .543 I .250 1.224 r � .368 .115 L GLAZING WEDGE (OPTIONAL) SCALE 1:1 .770 } .500 2.268 O FLUSH FRAME ADAPTER 2.190 --a } �-.082 0.142 ALUM CORNER LOCK (6063-T5) • • • •• • • • • • • • • •• • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • •• • • • • • • • • • • • ..• • . . • . • • • •.. • • . • • • • •• •. • • • • • • • • .•• • • •• • • • • • • • • • •• •• • • • • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT RBV15BD es complying with tho Florida Building Code 4 Acceptance No ate Miami Dodc Product Control TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1 /4" MAX. SHIMS .o MIAMI-DAOE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA Ed 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER 23.08 Env:JAVAD AHMAO� CIVIL FLA. P / 70592 C.A.N 538 SEP 1 014 4c-TY)10 J co 0 1 c 0 N 0 0 c 0 a 0 to d) .a 0 ii 3u U O z 0 0 0 0 0 v 0 0 0 0 'o m n N 2 0 N 0 0 C n 0 m a W drawing no. W03-57 4 sheet 6 of 7 ALUM CORNER LOCK W/ (4) SCREWS AT EACH SIDE Nee • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0410 • • • • • • • • • • • • • • CIRCLQAQ• OR 2,NG�IIAR:WINDOWS • • • • • • • • • • • •••• •• •• •• •• •••• •• • • • • • IF • • • • RECT. OR SQUARE WINDOWS 3/8" X 1/4" BENT ALUM BARS W/ (4) SCREWS AT EACH BAR PRODUCT REVISED as complying with the Florida Building (bode Acceptance No onpate 23.08 Miami bade Pro uct Control�� 2X2X3/16" ALUM ANGLE 1-1/16" LONG W/ (2) SCREWS AT EACH LEG TYPICAL CORNER DETAILS Engr. JAVAD AHMAD CML FLA. PE • 70592 C.A.N. 8 92015 3/8" X I/4" BENT ALUM BARS W/ (4) SCREWS AT EACH BAR 0 ix 4. O 1 v. o Q o1>S38 o ``Er' Q W je N IL Z 0 a Li w w N 1 M 1 a J ALUMINUM FIXED WINDO FAX. (305) 624-7777 C ) I-� c 0 0. U b co x m s 0 0 a w .0 4I 0 2 N 2 of N Lal W 0 O c ) I O n 0 1i 0 H lI 0 drawing no. W03-57 sheet 7 of 7 CM 100 OPERATING/FIXED ALUMINUM CASEMENT WINDOWS FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 & 4. FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 3 & 4. 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. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. ALSO TOP AND BOTTOM COMBINATIOIS OF •*Ell AND CASEMENT WINDOWS USING STACKING •; HEAD/SILL WITHOUT MULLION. • • • • • • • • ... ALSO TO SIDE BY SIDE COMBINATION§_ : • OF CASEMENT/FIXED, CASEMENT/c ,$EMEOT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULUONS. • • • • RATING OF FIXED WINDOWS UNDER SEPARf�f�• �1 )A; • ... • . • • • • • • • • • 1 MULLION CAPACITY FOR THIS OPTION SEE SEPARATE MULLION NOA THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. JAVAD AHMAD CML FLA. PE • 70592 C.A.N. 538 PRODUCT REVISED as complying with the Florida Building Code Acceptance No t5-o4t4.OQ Gx iratio Date \ Ii:ni ;k Product Ca W+ 1 t r a 4v CM100 ALUMINUM U to I 8 tL v FAX. (786) 464-1582 in c 0 .y .2 a •c V iv z UPDATED TO 2014 FBC K CC lc? rr rr NO CHANGE THIS SHEET 0 0 0 w O 0 0 0 C r t v l drowing no. W04-16 sheet 1 of 11) h 37" MAX. WINDOW WIDTH 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. D.L. OPG. WINDOW HEIGHT 72 3/4" MAX. D.L OPG. 0 • I I -I II / 1-- I ' /1 \ 1 1 ! 1 1 11 I r-- t kD\ I , E 5 i J. 8 5/8" MAX. HEAD/SILL CORNERS 5" MAX. SINGLE VENT WDW, 37" MAX. HEAD/SILL CORNERS WINDOW WIDTH 13 1/2" / / / / / / / mid AN 3 -aO In co cn FALSE MUNTINS MAY BE USED 74" MAX. WINDOW WIDTH 35 3/8" MAX. 35 3/8" MAX._ c>� 8 5/8" MAX. VENT WIDTH 30 1/8" MAX. HEAD/SILL CORNERS 37" MAX. WINDOW WIDTH 2 1- 'd. = M U rci r-••• «a • •;. ••• �••Oz• • •6 • • • •• • 090 OD • ••• • • • • • • • • • • • • / ••• • / • t, • • \# • _.• • • • • • • • • __. . 000 • • • • • • ••• I • • • • •1 l • Y •• •• •• ••• • ••••I t I VENT WIDTH 30 1/8" MAX. D.L. OPG. D.L. OPG. ©(jjI \ _ \ 1 a DUAL VENT WDW, 04 1) to 0 U TWO ANCHORS AT EACH SIDE OF IMPOST SEE CHART SHEET 4 8 5/8" MAX. HEAD/SILL CORNERS 37" MAX. WINDOW WIDTH 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. D.L. OPG. 37" MAX. WINDOW WIDTH 35 3/8" MAX. (11 / 8 / MULLION VENT WIDTH 30 1/8" MAX. D.L. OPG. I 1' ' 8 5/8" SIDE BY SIDE WDWS, TWO ANCHORS AT EACH SIDE OF MULUON SEE CHART SHEET 4 LOCKING POINTS SEE CHARTS ON SHEET 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 4. FLANGE FRAME WINDOWS Engr: JAVAD AHMAD CML FLA. PE 70592 CAN. 38 12015 PRODUCT REVISED as complying with the Florida Building Code „AAcceptance No Z-ClTo.OZ Expiration Date T I' ; 20fi By Miami rlade Product C J U ce 5 CASEMENT WINDOW M100 ALUMINUM ) W 3Q O = c•4 N VI I j y) m 2 3 J M 0 0 2 •S 0 U- CC C•1 �J♦ c 0 0. 0 Iy j NO CHANGE THIS SHEET 0 0 'D 0 0 0 0 N 0 h O 0 c t 0 t 0 0 • 1 0 x drawing no. W04-16 sheet 2 of1i 5 3/4" MAX. HEAD/SILL CORNERS 37" MAX. WINDOW WIDTH 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. O.L. OPG. cnE -30 U to m o� 8 1 /2"MAX. HEAD/SILL SINGLE VENT WDW, 37" MAX. 5 3/4" MAX. J HEAD/SILL CORNERS WINDOW WIDTH 9 I a i / / • • • • \ • / \ • `e• . N • • . ••• • .. . . . .• Q N N � ! ': • • • • �L • • • • • • • • • • . • . / • • • • • • . . • . • . • • • • • .. ... • . • . .. • • . FALSE MUNTINS MAY BE USED F 2 O 2 5 3/4" MAX. HEAD/SILL CORNERS i 8:1/Z'MAX: ... . . 5 •! tl/4" MAX. AD,�SILb• • . • •.� ►D/SILL CORNERS •.• . . • •.. . 74" MAX WINDOW WIDTH 35 3/8" MAX. 35 3/8" MAX. — VENT WIDTH 30 1/8" MAX. VENT WIDTH 30 1/8" MAX. D.L. OPG. / D.L. OPG. ` 1 1 0(1) I 1 II1 __ _ _ 'I / / Y1 1\ II/ � � _1.___ & I FF i 3 I \ \ \\ + I' IICJ / I ! IMPOST =--_ _ _*__- 11 ., 1I \ iI ' I =�=4=== \II I I I 11 \ I _ _t'T-_ 3 rt't- 'I ' 1 === \ i F l E ! I I I. s ! \ ; \ \ /./ ' / B/ / / / / / et / 1 l e \ . / . . r• 3" DUAL VENT WDW, 37" MAX. WINDOW WIDTH 0 8 1/2"MAX. HEAD/SILL E2 tt IN Cn __ •-, �0M O .- N Z h 3 TWO ANCHORS AT EACH SIDE OF IMPOST SEE CHART SHEET 4 VENT HEIGHT 37" MAX. WINDOW WIDTH 35 3/8" MAX. 1. VENT WIDTH 30 1/8" MAX. 0.1. OPG. Al 6 I (I l a 0 J v MULLION 5 3/4" MAX. HEAD/SILL CORNERS 37' MAX. WINDOW WIDTH 35 3/8' MAX. VENT WIDTH 30 1/8' MAX. D.L. OPG. 1 ,I- t-- I I �✓1[il 3" „.1 _5-3/gr. tea. SIDE BY SIDE WDWS, TWO ANCHORS AT EACH SIDE OF MULLION SEE CHART SHEET 4 LOCKING POINTS SEE CHARTS ON SHEET 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 4. FLUSH FRAME WINDOWS Engr. JAVAD AHMAD CIVIL FLA. PE 0592 C.A.N. 8 NOV 1 2015 PRODUCT REVISED as complying with the Florida Building Code �A� Acceptance No t J" 60, 02 E . itati * n Dale jT11�✓.; I1.D1"l By Mia i bade Product Con z Qa �p li 0 E vgre5 0°0a re LL kll (fl i <612 C CASEMENT WINDOW (L.M.I.) z Ze 0 (786) 464-1582 bi 0 .6 UPDATED TO 2014 FBC 11-) 0 0 O 0 4, a h 0 0 c 0 fi is ) drawing no. W04-16 sheet 3 of 11) DESIGN LOAD CAPACITY - PSF SIDE BY SIDE SINGLE VENT WOWS. 'WINDOW DIMS. GLASS TYPES 'A' & 'B' 1 X 3 MULL 1X4MULL WIDTH (W) HEIGHT (H) EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8- 24" 28-1/2" 30" 37" 42- 48" 53-1/8" 38-3/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Is -1/8- 24" 26-1/2" 30- 37" 42' 48' 53-1/8' 48" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 24' 26-1/2- 30" 37" 42' 48" 53-1/8" 50-5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 24" 26-1/2" 30- 37- 42- 60- 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 24' 26-1/2- 30- 37" 42" 63- 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8' 24" 26-1 /2" 30- 37- 66' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1 /8- 24- 26-1/2" 30" 37" 72" 80.0 80.0 80.0 80.0 80.0 80.Q" 80.0 72.8 80.0 • • 80.0 • 19-1/8" 24" 26-1/2- 30" 37" 74-1/4" 80.0 80.0 80.0 80.4 • • 80.0 80.(i • • • 78.4 65.9 • .e• • 80.0 • DIRECTION OF VENT OPNG. OPTIONAL .m..roni r 'fir No / H / / / i j i \.. \ / 4 MU 'ON 0' \ ., \ i 4 -- \ -. IP // \\ MULLION TWO ANCHORS AT EACH SIDE FIXED WINDOW OR CASEMENT WINDOW FOR FIX. WOW. RATING SEE SEPARATE NOA WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH NO. OF HINGES AT SASH 29-1/4" 2 2 42" 3 2 44-1/4- 3 3 59-1/4" 4 3 74-1/4' 5 3 •. . • • • . .• • • • • • .• •• • • • •• • • • • • • • • • . is . • • • ••. • • • • • • • 4 • • . • • • • • • • • • • • •. NOTE: GLASS cAI.'AAITIES• ON THIS SHEET ARE • add ON. ATM C1300-09 (3 SEC. GUSTS) • LND1LO*ID, BUDDING COMMISSION • • 'QECI.ARA123RY. tTAtEMENT DCA05--DEC-219 DESIGN LOAD CAPACITY - PSF DUAL VENT WINDOWS GLASS TYPES WINDOW DIMS. A' & 'B' WIDTH (W) HEIGHT (H) 37" 80.0 48" 80.0 53-1/8" 80.0 60' 80.0 72" 38-3/8" 80.0 74- 80.0 84" 80.0 96- 80.0 106-1 /4" 80.0 37" 80.0 48" 80.0 53-1/8" 80.0 60- 80.0 72" 50-5/8" 80.0 74 80.0 84" 80.0 96" 80.0 106-1/4" 80,0 37" 80.0 48" 80.0 53-1/8" 80.0 60' 60' 60.0 72- 80.0 74" 80.0 84' 80.0 37" 80.0 48" 80.0 53-1/8" 80.0 60' 63- 80.0 72" 80.0 74" 80.0 84" 80.0 37- 80.0 48' 80.0 53-1/8" 66' 80.0 80.0 60" 72" 80.0 74- 80.0 37" 80.0 48- 80.0 53-1/8' 72" 80.0 80.0 60' 72" 80.0 74- 80.0 37" 80.0 48" 80.0 53-1/8" 74-1/4- 80.0 �� 80.0 72" 80.0 74" 80.0 w TWO ANCHORS AT EACH SIDE WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH NO. OF HINGES AT SASH 42" 2 2 74-1/4" 3 3 DESIGN LOAD CAPACITY - PSF SINGLE VENT WINDOWS GLASS TYPES WINDOW DIMS. 'A' & 'B' WI MYTH (W) HEIGHT (H) EXi.(+) INT.(-) 19-1/8" 80.0 24" 80.0 26-1/2- 80.0 30' 80.0 37- 48"80.0 42- 80.0 48" 80.0 53-1/8' 80.0 19-1/8- 80.0 24" 80.0 26-1/2' 80.0 30" 80.0 50-5/8" 80.0 37' 42' 80.0 48" 80.0 53-1/8' 80.0 19-1/8" 80.0 24" 80.0 26-1/2' 80.0 _ 60 80.0 30" 37" 80.0 42' 80.0 19-1/8" 80.0 24' 80.0 26-1/2- 80.0 30" 63' 80.0 37' 80.0 42" 80.0 19-1/8" 80.0 24" 80.0 26-1/2" 66" 80.0 30- 80.0 37' 80.0 19-1/8" 80.0 24' 80.0 26-1/2" 72' 80.0 30' 80.0 37' 80.0 19-1/8" 80.0 24' 80.0 26-1/2' 74-1/4' 80.0 30' 80.0 37' 80.0 FLANGE AND FLUSH FRAME WINDOWS W x ' Engr: JAVAD AHMAD CML FLA. PE ' 0592 C.A.N. 1201.1 x s w w WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH NO. OF HINGES AT SASH 42" 2 2 74-1/4" 3 3 PRODUCT REVISED as complying with the Florida Building Code Acceptance No C 'ration Date By Miami e 1" - ,Q2 73Ryj,' !ia !fit ade Product 1 OZ eqq I- t4 aret ot V G O01 aw e j8mR, a b12 0 co C Z W 0 0 (786) 464-1582 rTh N c 0 0 t O 4 a 'c 0 a v rc w UPDATED TO 2014 FBC NO CHANGE THIS SHEET a U M 0 0 O 0 0 0 Y t 8 drawing no. W04-16 (sheet 4 of 11) CO z io ut 1/8" HEAT STREN'D GLASS .090" Interlayer Butacite PVB By R 'Kuraray Americo, Inc.' .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS VENT SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" HEAT STREN O GLASS OR 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" Interlayer Butacite PVB By 'Kuraray America, Inc.' OR .090" Interlayer SentryGlos By 'Kuraray Americo, Inc.' as Strl VENT 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE `B' • • • • • • • OOOOO • • • GL ZW>s•1XPT i S •- • • ••• • • • • • • NOTE: •• • • ••` • ••• • •`•` • •IN ORDER TO QUALIFY FOR•SM,3CL MMILE•fMPACVRA lIFIG EXTERIOR PLY OF GLASS TYPE 'B' MUST BE TEMPERED. ••• • • • • ••• • • • • • J • • • • • • • • • • • • • • • •••• •• • ••• • • • ••• •• •• • • • ••• ••• •• • • • ••• •• • SILICONE DOW CORNING 795 FIX. LITE FIX. LITE SILICONE DOW CORNING 795 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPLIER/REMARKS 1 CM100-001 2/ WOW FRAME JAMB 6063—T6 — 2 CM100-002 2/ WDW FRAME HEAD AND SILL 6063—T6 — 3 CM100-007 AS REQD. FRAME JAMB (FIX.) 6063—T6 FOR FIXED WINDOW 4 CM100-008 AS REQD. HOR1Z. IMPOST 6063—T6 FOR FIXED WINDOW 5 CM100-012 AS REQD. JAMB ANCHOR CUP 6063—T6 -- 6 CM100-013 AS READ. VENT HINGE 6005—T5 INSTALLED WITH (3) #10 X 3/8" MS 7 CM100-014 AS REQD. FRAME HINGE 6005—T5 INSTALLED WITH (2) #10 X 3/8' MS 8 CM100-015 AS REQD. FRAME HEAD/SILL (FIX.) 6063—T6 FOR FIXED WINDOW 9 CM100-016 4/ WDW GLAZING BEAD (LAM. GLASS) 6063—T6 FOR FIXED WINDOW 10 CM100-017 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6063—T6 FOR FIXED WINDOW 11 CM100-018 4/ WOW SNAP COVER (LAM. GLASS) 6063—T6 FOR FIXED WINDOW 12 CM100-019 4/ WDW SNAP COVER (LAM. INSUL. GLASS) 6063—T6 FOR FIXED WINDOW 13 CM100-032 AS READ. VERTICAL IMPOST 6063—T6 — 14 CM100-021 2/ IMPOST ANCHOR CUP FOR VERTICAL IMPOST 6063—T6 — 15 CM100-022 — ANCHOR ARM OPERATOR 6063—T6 — 16 — AS REQD. SCREENS ALUMINUM OPTIONAL 19 CM100-026 4 VENT FRAME 6063—T6 — 20 CM100-027 1/ CORNER CORNER LOCK 6063—T6 — 21 V-033 AS REQD. TREMCO TR-5804N SPONGE NEOPRENE — 22 P-049 AS REQD. GLAZING INSERT RIGID PVC MELTPOINT 23 V-055 AS REQD. VINYL FOR LAM. INSUL GLASS — VENT PVC DUROMETER 75&5 SHORE A 24 V-059 AS REQD. VINYL FOR LAM. & LAM. INSUL GLASS (FIX.) PVC MELTPOINT, DUROMETER 75±5 SHORE A 25 AS REQD. 3/16" X 3/8" X 4" LG. SETTING BLOCK EPDM DUROMETER 80*5 SHORE A 26 AS REQD. 1/8" X 1/2" SINGLE FACE TAPE — — 27 P-025 — PLASTIC CAM M & M NYLON — 30 CO25 & C035 — SINGLE ARM OPERATOR ST. STEEL ROTO HARDWARE SYSTEMS 31 — — — — — 32 LB05-6645 — 3 POINT LOCK ASSEMBLY — ROTO HARDWARE SYSTEMS 33 GT553 — GUIDE HOUSING — ATTACHED W/ (3) !8 X 3/4" SMS 34 GS001 — STRIKER — ATTACHED W/ (3) #8 X 1/2" SMS 35 #10 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL. SMS 36 #10 X 1/2" 2/ CORNER VENT ASSEMBLY SCREWS ST. STEEL FH PHL. SMS 37 #10 X 3/4" 4/ CORNER IMPOST ASSEMBLY SCREWS ST. STEEL PH PHL SMS 38 #10 X 3/4" 2/ SIDE IMPOST ASSEMBLY SCREWS ST. STEEL FH PHL. SMS 39 CM100-032 AS REQD. FLUSH ADAPTER HEAD/SILL 6063—T6 — 40 CM100-033 AS REQD. FLUSH ADAPTER JAMB 6063—T6 — Engr: JAVAD AHMAD CML FLA. PE 1 70592 C.A.N. 538 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1< 13 •irnli. (Dale 044 adc Product trot (0 io 1 4. a 5 O U CASEMENT WINDOW (L.M.I.) N to co v 0 oo W W Q 1.-1U> • a O N •t =FZ—� Lii o 1 - CrT O ~ • N ( co c 0 rn c 0 0 (4? .0 A A aq W Q3 1 3 UPDATED TO 2014 FBC REV PER RER COMMENTS NO CHANGE THIS SHEET -' 0 0 0 0 0) 0 0) 00 0 h 0 0 c drawing no. W04-16 OV 1.1. 2015 sheet 5 of 11) EDGE DIST. ' e .4 - n a 4 '4 TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 4 1BY WOOD BUCK 4 4 WINDOW HEIGH 0 EXTERIOR a 0 4 C 4 0 4 . M EDGE DIST. 11 • I•• • • 4. O • •• • • • • •• • • • • • • •• METAL STRUCTURE • 4 • • . • • ••. .• 4s • • • • •• • • • -• •.4• .9 •• •d •• • - 4. • • •. TYPICAL ANCHORS • >:DEE• EhEVACI• N�G iIEIT 2 • • R• • • • • • • • • • •• •• • • • •• •• • • • • • • • • EDGE DIST. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING g Fl MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 1/4" X 3/8" WEEP SLOT AT EACH END D. EDGE DIST. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING EDGE DIST. 2 OR wo TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING 1 BY WOOD BUCK p. a TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 2 METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 1/4" HILT! KWIK—CON II (Fu= 138 KSI, Fy=137 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-3/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 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) 114 _SMS OR SELF DRILLING SCREW (GRADE 2 cRs) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK.= 1/8") (NO SHIM SPACE) TYPICAL EDGE _DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. Engr: JAVAD AHMAD CIVIL FLA. PE / 70592 C.A.N. 35 11.201 PRODUCT REVISED as complying with the Florida Building Code cc Acceptance No 'S'Nrr1lp"OZ Expiration Date By Miam ade Product Con 19 1 l co I 3 /- I a CASEMENT WINDOW 0 U (786) 464-1582 0, C 0 0) 07 0 O, 0 0) a> 1 UPDATED TO 2014 FIX > 0 n 0 0 0 4) 0 0 O C 0 x X ( i • t drawing no. W04-16 (sheet 6 of 11) METAL STRUCTURE METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1 /4" MAX. SHIM 0 EXTERIOR D.L. OPG. VET WIDTH TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING 3/8" MAX. SHIM •• ••• • • • • • •• • • • • • • • • •• .•. •• . • • .. • •.• • . . • • • • . • . • • . • • • • • • • • • • • • • • • • • . . • •• • • • • • • • ..• • ••• • • • .. • • • • • • • • • • • • • •• • • • •• • . . ... . . • • •. • • • • •. • • . • • •• •• • • • •• •• ... . • . ••• . • WINDOW WIOTH SINGLE VENT WINDOWS 1/2" MAX. SHIMS 1/4" MAX. SHIMS V .• TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1 3/4 1BY • WOOD BUCKS p' w 0 a TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING ATpFIdfSH °• MAPTER .ONLY o • 4 a. 4 . Engr: JAVAD AHMAD CM_ FLA. PE II 70592 C.A.N. 3538 1\1 12015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No E iratio Date By Miami e c Product J z O tt Q 4 • t v Q e~i 04—tgl G • °° e IL Z %wr O r a 7 0 0 C LLI w 6 00 ALUMINUM U (786) 464-1582 i h 0 .( .5 c 0 a V N z Z UPDATED TO 20'l4 FBC T .0 0 0 d .11 O n 0 u) 0 0 O 8 v • drawing no. W04--16 (sheet 7 of 11) 2BY WBUCK OR WOOD STRU'TURE TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING 1/2" SHIM 1/4" SHIM O 2EY WOOD BUCK OR WOOD ST"UCTURE • • (-1) • • • • • 1/4" SHIM • • •• • ••• � �� • • . • .�ll. ii�ir�iiC91:- • • • • • • ••• •.• •.• •• • ••• • • • • • • • • • • • a• • •• •• ••• •� •• ••• • • D.L. OPG. VENT WIDTH VENT WIDTH WINDOW WIDTH EXTERIOR DUAL VENT WINDOWS 1 X 3 X 1/8" 1 X 4 X 1/8" ALUM TUBE (6063—T6) EXTERIOR SIDE BY SIDE WINDOWS 1 BY WOOD BUCKS D.L. OPG. VENT WIDTI-I TYPICAL ANCHORS SEE ELEV. FOR SPACING D.4 OPG. VENT WIDTH WINDOW WIDTH Engr: JAVAD AHMAD CML I.A.FPE # 70592 C.A.N. 3538 411110,111,v1 / TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1/4" MAX. SHIMS ,D O. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1 /4" MAX. SHIMS —�' -;3› 1 3/• 4" b • 1BY W000 BUCKS PRODUCT REVISED as complying with the Florida Building Code Acceptance No E •piration Date By Miami )Me Product IL U to i 0 0 N REV. PER RER COMMENTS REV. PER RER COMMENTS A 13 0 0 0 h N h 0 0 c scale: 1 /2" - 1 " t drawing no. W04--16 (sheet 8 of 11) 4 4' v 44 4 4 4. TYPICAL ANCHORS SEE ELEV SHEET 2 FOR SPACING EDGE DIST. 1BY . WOOD BUCK _. 4 EXTERIOR d 0 J 0 I; ACCESS HOLE 0 0 J O si • 0 WINDOW HEIGHT •• • • • • • • • • • • •• . • • • •• ..• •• • • • • • • • • • • • • •• .•• • • • • • • • •• • • • • •• •.. . EXTERIOR 0 J 0 0 a 0 0 • • •. 0 ACCESS HOLE 7 tn •a• • • • • • 1 r •••. 1••/* • •'• • . • •• . • • • • •.• • d • • . e 9 •. • . a 4 •■ . . • • • • ••. •• •• • • a• v 44 o 4 4. v. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING EDGE DIST. [ACCESS HOLE r • d 44 . 4 4 • c T19PICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING EDGE DIST. S W 6 TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING ° 1 3/4". 0 • I ° v. TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING ° 1 /4. MAX. SHIMS O N 1BY WOOD BUCKS WINDOW WIDTH 1 /2" MAX. SHIMS N1 =mil 1: CPA :1611 it=1 1 I "11 ADAPTER: 11 11-4•1 ONL'Y'uu_o� v, Engr. JAVAD AHMAD CML FLA. PE 170592 C.A.N. 538 1BY WOOD BUCKS PRODUCT REVISED as complying with !ht Florida Building Code Acceptance No • ' mu- - • E .'ration Date 909 By Miarnr adc Pr. ICI CM100 ALUMINUM CASEMENT WINDOW (786) 464--1582 c 0 O. V rn 4, w 7 UPDATED TO 2014 FBC REV. PER RER COMMENTS REV. PER RER COMMENTS .D ih c O .y o 0 x - N a N O h O rm O • 1 drawing no. W04--16 c (sheet 9 of 11 2.028 .562 062 TYP. 2.885 .090 LI- 1.736 0 FRAME HEAD/SILL 3.062 O FRAME JAMB 1.885 Q HORIZ. IMPOST 2.125 Tr'---1.828 .062 TYP. 2.625 VERT. IMPOST L.978 1.704 VENT STILE 1.399 2.0 00 -1 .750 .062 TYP. .875 2.125 - O FRAME JAMB (FIX.) 2.000 .062 1 .500 O FRAME HEAD/SILL (FIX.) 2.500 L_ 2.500 .312 20 CORNER KEY I^ -I .500 FLUSH ADAPTER HEAD/SILL FLUSH ADAPTER JAMB 2z .062 .304 469 GLAZING INSERT RIGID PVC 1.203 .969 h� .062 III .907 P -�f .912 I.. - GLASS STOP (FIX. LAM. GL.) .050 TYP. .875 1.315-�I 11 , ••. • . • • • .• • $NAP• ioy€? !Flit.. MA. • GL.) 8 1.072 -.-I .062 r,YP. .969 �.542 L- .907 GLASS STOP (FIX. LAM. INSUL. GL.) •• •.; -•• • • . •• .110 -1 • ••. . •: .050 TYQ. • • • • •• •• • 0 JAMB ANCHOR CLIP • • • • • • • • • • • • • • • • • • . -� • • 945 ••. . t-.�1 • • • ••• • • • • • • • • • a• • ••• • • • • • • •• • •• •• • • Sbile COvm (rpe VIN. VS.: GL.) 0 FRAME HINGE r- .090 !MMOINEMMEN11101 2.187 2.750 t4 IMPOST ANCHOR CUP C6 VENT HINGE Engr: JAVAD AHLRAD CML FLA. PE # 70592 C.A.N. 3538 2t),} PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 10.0 E piratian Date q By Miami ade roduct • M100 ALUMINUM 3 0 L. c O 0. C h z NO CHANGE THIS SHEET REV. PER RER COMMENTS NO CHANCE THIS SHEET 0 0 0 0 n 0 .q 0 0 c 0 0 • 1 °u W D c . u J drawing no. W04-16 sheet 10 of 11) VENT CORNER • • •• • •• •.• • •• • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • . • • • • •• • • • • ••• • • • • • • • • • •• • ..••• • •••• !f .,.�� ) IMPOST CORNER FRAME CORNER Engr: JAVAD AHMAD CML FLA. PE i 10592 CAN.�3g 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No is'a411p.O;t E `instion a . • .'TV'W4 •19 13y �//.. .!' 'i Mi Dade Product i'e'T (786) 464-1582 C ZO 0 5 L c O a U N O 'D n d O 0 0 0 z 0 c 0 0 r 0 4 drawing no. W04-16 (sheet 11 of 11) 1 0 a 0 J CONCRETE 3000 PSI dlN.: . EVGE 1451..' - r- TYPICAL ANCHORS SEE ELEVATIONS FOR SPACINL • • .i • • • • •• • +9 ram•. �. �: _ _� -� 1 �• •► .� �•'.• HIGH STRENGTH GROUT �POURED & HARDENED • •�-. 1 Q •5000•PSI MIN. •• • • NOT '�Y'flhe (�qSS • • • MU dRANSFER SHEAR • • • • LOADS, to SJRUCTIJRE • • • HIGH THRESHOLD OPTION APPROVED FOR WATER RFi64STAisCE WIIEK U6EO (H $ SINGLE DOORS NOT APPROVED FOR WATER RICCSISI),NCE A1HtbJa1SE0 WItH DOGBLE D00RS . • • • •. • .. . •,. . • -•- •.. •- • 1.903 .374 .625 .100 THRESHOLD COVER ES9027 .090 TYP. .150 4.970 2.485 HIGH THRESHOLD ES9026 2.250 i SINGLE DOOR HI —THRESHOLD CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No, 15-0826.32 Expiration Date 12(2412018 By 11111 1j� . APi�I,: �•,. "gyp ‘\CE. .70592 ill * E * • ▪ � STATE oF r • Miami -Product Control— S•OR►OI.•'•G� Z o pi ". go- 1G °IP o �t& 0 4sr z 0 0 z W tO get, Ci ^ co i 3 r id fro' 0 • p PI co mcoMW 2 H C 0 0 c a) .0 O N 8 to ed ro f 0 0 t drawing no. W11-40 3 (sheet 11 or 11) GLASS 0.1.0. DIMS, D.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 15.250" (STD. THRESHOLD) D.L.O. WIDTH (DOOR) = FRAME WIDTH - 14.0625" D.L.O. HEIGHT (TRANSOM) = FRAME HEIGHT - 5.125" D.L.O. WIDTH (TRANSOM) FRAME WIDTH - 7" LEAF HEIGHT - FRAME HEIGHT - 2.938" (STD. THRESHOLD) LEAF WIDTH = FRAME WIDTH - 5.188" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG5Q0 ALUMINUAI OUTSWING ENTRANCE DOOR SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITH OR WITHOUT TRANSOMS. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DOUBLE DOORS WITH OR WITHOUT TRANSOMS. DOORS CAN ALSO BE USED WITH SERIES MG5000 OR SERIES 9500 STOREFRONT SYSTEMS UNDER SEPARATE APPROVAL. MULLION ATTACHMENT, END LOAD AND CAPACITY TO BE REVIEWED BY BUILDING OFFICIAL. DOUBLE DOORS WITH STANDARD, SADDLE AND HIGH THRESHOLD AND SINGLE DOORS WITH STANDARD AND SADDLE THRESHOLD ARE NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE I5 REQUIRED. SINGLE DOORS USING ES-9028 (HIGH THRESHOLD OPTION) ARE APPROVED FOR WATER INFILTRATION RESISTANCE. SEE SHEET 4 FOR DETAILS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY 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. ALL SHIMS TO BE HIGH IMPACT, NON -METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. TABLE #1 DOORS LOAD CAPACITY - PSI? SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) DOOR DIMS. GLASS LOCKS HINGES TYPE 'A' TYPE 'B'/`C' OPTION #1 OPTION 12 OPTION 03 OPTION /1 OPTION #2 FRAME WIDTH FRAME HEIGHT EXT. (+) INF. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INL (-) EXT. (4) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 47" 98-1/2" 80.0 120.0 80.0 90.0 120.0 80.0 120.0 47" 110-1/2' 80.0 120.0 80.0 90.0 120.0 80.0 120.0 S NGLE DOORS 1I1TH SADDLE THRESHOLD LIMITED TO +90.0, -90.0 PSF SEE SHEET 8 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION 47" DOOR FRAME WIDTH 4 1/2" MAX. HEAD/SILL CORNERS ANCHOR TYPES 'A'. 'C' OR 'D' SEE SHEET 3 FOR DESCRIPTION N (8) ANCHORS AT TRANSOM ENDS W s a CO CIO 1- 0 ACTIVE 0 c N D _as 1 mm,tio SURFACE APPLIED FALSE MUNTINS BE USED TABLE #2 : ...flats At` I1bRS LOAD CAPACITY - PSP snicapogs =f1!HQOt ThusoM (X) OR WITH TRANSOM (0/X) DOOR DIMS. 1/46 SIEIQ'SPAVE ' ' +' 3/8" SHIM SPACE 1/2" SHIM SPACE SPACING AT 18" 0.C. SPACING Ai 8" O.C. AT 10" 0.C. AT 8' 0.C. AT 16" 0.C. AT 8' 0.C. ANCHOR 'A' ANCHOR 'C' ANC1$OrANCHOR :'D' • 'A' 1*1N lOji • ' • ANCHOR 'It • AN,OHOR $ A: ANCHOR 'C' ANCHOR 'A' ANCHOR 'C' ANCHOR 'A' ANCHOR 'C' ANCHOR 'A' ANCHOR 'C' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) EXT.(+), INT.(-r1111.( tXT.( •EXT.(♦} INT.(3r1NT.(y) EXi(-14 EXT.E+} INT.(') EJ�T:(.1-) INT'(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT,(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 40" 110-1 /2' 112.5 120.0 112.0 120.0 120.0 120.0 90.5 117.4 120.0 120.0 70.2 92.7 110.0 120.0 47' 110-1/2" 95.7 111.0 96.4) • 120.0 1120.0v"1121l.0 f7.0 100.0 120.0 120.0 59,7 78.9 93.7 120.0 SE£ SHEET 3 FOR A1�H01;� [IFS RI ••• ••• 32 15/16" D.L. OPG. 41 13/16" LEAF WIDTH TYPICAL ELEVATION (x) N c0 47' DOOR/TRANSOM FRAME WIDTH 40" D.L. OPG. 4 1/2" MAX. W io N co 1'- N 0 J 0 1 r 1 4/ a a 0` II / 1I1, / /1 / 11 !V. 11 u II 11 II ACTIVE HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED ANCHOR TYPES 'AlINTO CONC. Al STD. AND HIGH THRESHOLD. TYPE 'CI' AT SADDLE THRESHOLD SEE SHEET 3 FOR DESCRIPTION SINGLE 000RS WITH QR WITHOUT TRANSOMS USE CHARTS AS FOLLOWS FOR THE CORRESPONDING DOOR SIZE 1- FOR GLASS TYPE. LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE 1. 2- SELECT THRESHOLD TYPE TO BE USED FOR WATER RATING. 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 2. 4- TRANSOMS FOR SINGLE DOORS ARE UMITED TO *90.0 PSF THE LOWEST VALUES FROM STEPS. 1, 2, 3 AND 4 WILL GOVERN. 32 15/18" O.L. OPG. 41 13/16' LEAF WIDTH TYPICAL ELEVATION (O/X) In NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05--DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0826.32 Expiration ' : to 12/24/2018 e roduct Contro co c c c 0 rU vi C 0 iv 0 Y 0 gt 2 b O 2 n i 0 3 drawing no. W11-40 (sheet 1 of 11) es" 4 1/2" MAX. ANCHOR TYPES 'A', 'C' OR 'D' SEE SHEET 3 FOR DESCRIPTION DOUBLE DOORS_ WITH OR WITHOUT TRANSOMS UsE CHARTS AS FOLLOWS f0R_THE CORRESPONDING DOOR SIZE 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE 3. 2- SELECT THRESHOLD TYPE TO BE USED. 3- FOR JAMB ANCHORS. TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 4. 4- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 5. THE LOWEST VALUES FROM STEPS 1, 3 AND 4 WILL GOVERN. TABLE #3 DOORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (0/XX) DOOR olMS. GLASS LOCKS HINGES 1 TYPE 'A' TYPE 'B'/'C' OPTION #1 OPTION #2 OPTION #3 OPTION # 1 OPTION #2 FRAME WIDTH FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) TNT. (-) EXT. (+) INT. (-) 89' 98-1/2" 80.0 90.0 80.0 90.0 90.0 80.0 90.0 69' 110-1/2' 80.0 80.0 80.0 80.0 80.0 80.0 90.0 SEE SHEET 8 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION TABLE #4 JAMB ANCHORS LOAD CAPACITY - PSF DOUBLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) DOOR DIMS. 1/4" SHIM SPACE 3/8" SHIM SPACE 1/0" SHIM SPACE SPACING AT 10" 0.C. SPACING AT 8" O.C. AT 18" 0.C. AT 0' O.C. AT 16" O.C. AT 8" 0.C. ANCHOR ANCHOR 'C' ANCHOR 'D' ANCHOR , 'A' ANCHOR 'C• ANCHOR 'D' ANCHOR 'A' ANCHOR 'C' ANCHOR 'A' ANCHOR 'C' ANCHOR 'A' ANCHOR 'C• ANCHOR 'A' ANCHOR 'C' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 75' 110-1/2' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 74.9 90.0 90.0 90.0 89- 110-1/2' 90.0 88.7 90.0 90.0 90.0 90.0 81.3 88.7 90.0 90.0 63.1 83.3 90.0 90.0 ANCHOR DESCRIPTION TABLE #5 HEAD ANCHORS LOAD CAPACITY - PSF DOUBLE DOOR WITHLOW TR/4N It (01(1 qR W1IM'TRANSOM (0/XX) ' DOOR DIMS. 1/4' SHIM•13PACF,.: SZ8 i Ssi g,I P 1/2" SHIM SPACE ANCHOR TYPE 'A' ANCH91i TYPE 'C' ' AbioitoR TYPE 'D. ACII1 R TYPE 'A' H911 TYPE 'C' • ANCHOR TYPE 'A' ANCHOR TYPE 'C' FRAME WIDTH FRAME HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (:) EXT. (+) 'ILVT. (-) EXT. (+) I12T..('1 EXT. (+) INTa1:),Mj. EXT. (+) (-) EXT. (+) INT. (-) 75' 98-1 /2" 90.0 900 :90.Q . •910: • 900 • :3.0 90.0 89' 90.0 9140. : §0.0 • •7t1!2 • 9 ' • %1.5 81.2 75' 110-1/2' 90.0 90.0 90.0 83.8 90.0 65.1 85.9 89" 90.0 90.0... 90.0 .7L16. 9,1.0 4, 54.8 72.3 SEE SHEET 3 FOR CH aR DEsCia640N : • 4• • • • • • • • • • •• •• • • - - 1-- W 0 a HEAD/SILL CORNERS a. 0 DOOR FRAME WIDTH 3" TYP CLUSTER OF 6 ANCHORS AT HEAD 5" /SEE- CHART 5 FOR CAPACITY 6 1 1i J ci - INACTIVE SURFACE APPLIED FALSE MUNUNS MAY BE USED ANCHORS TYPE 'Al' AT STD. TYPE 'Cr AT SEE SHEET ., AT SILL INTO CONC. CLUSTER OF 6 do HIGH THRESHOLD SADDLE THRESHOLD 3 FOR DESCRIPTION 32 15/16' D.L. OP 41 13 16` LEAF IDTH 2 3 1' // // - `/-_ ACTIVE E- 3" TYP. 15/16" ~ 32 O.L. OPG. 41 13/16" LEAF WIDTH / 0 gam VIE 1 N mg TYPICAL ELEVATION (xx) SEE SHEET 3 FOR ELEVATION (0/XX) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC, GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-D EC-21 9 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0826.32 Explratlon ba 12/24/2018 By Mlam - ' e Product Contro `\ttttlt111i TIC ,' •' tiC N84 o.70592 ( �ti i * E STATE OF z p CC G hlL G gib prig ooti S ze N b ID m N 0 0 1 • • drawing no. W11--40 (sheet 2 of 11 O )3 0•• • • • 0•• • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING I TYPE 'A'-- 1/4" )5 5" ULTRACON BY 'ELCO' (Fu..177 KSI. Fy=155 KSI) ci)q THRU 1BY.OR 2BY WOOD BUCKS INTO CONCRETE OR MASONRY WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD JAMBS) 1-2 WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) O DIRECTLY INTO CONCRETE OR MASONRY WITH 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANQES INTO CONCRETE AND MASONRY a 2-1/2" MIN. — INTO WOOD STRUCTURE_ 1" MIN. _ — 5/16" X 5" ULTRA N BY 'ELCO'(Fu=177 KSI, Fy»155 KSI) THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE OR MASONRY WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY WITH 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EQQE DISTANCES INTO CONCRETE AND MASONRY = 3--1/8" MIN. t INTO WOOD STRUCTURE = 1-1/4" MIN. r-- En TYPE 'D'— 1/4" 7EKS OR SELF DRILLING SCREW$ (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO MIAMI-DADE COUNTY APPROVED MULUONS ALUMINUM : 9/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) A4 ANCHOR EDGE, DISTANCE$ INTO METAL STRUCTURE = 1/2" MIN. ,— -- — — — — — . ---- — 1/4" X j-3/4" ULTRACON By 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE (FOR STD. AND HIGH THRESHOLD) WITH 1-1/2" MIN. EMBED INTO CONCRETE ANCHOR EDGE DISTANCES INTO CONCRETE = 2--1/2" MIN. — — — TYPE 'C1'-§/16" X 2" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) rn L DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) WITH 1-1 /2" MIN... ... EMBED INTO CONCRETE . • •• ANCHOR .EpGE BISTANCiS • • • • • ••• • INTO CONCRETE. ;' 3•-j j'8' J IN' • • ; • • WOOD AT HEAD OR JAMBS SG a 0.55 MN. CONCRETE AT HgAD,;SILL OR:JAd1B$ f'c.a.3Q0Q PSI MIN. C-90 GROUT F.JtLEOE BLQCK •rill' gP4Bl f're.:2Q00 PSI MIN. • • • • . . • • • • •.• • ••• . • • • • • • • • 000 • • • •• •• • . • • ••• • • • • • . • • •• • . . . • • • • • • • • • • • • • • ••• • • (6) ANCHORS AT TRANSOM ENOS 0 6, a CO• 89" 4 1/2" MAX. HEAD/SILL CORNERS DOOR/TRANSOM FRAME WIDTH 82" D.L. OPG. � .yypp 0 n N it d 0 J 0 l 11 II GO II II II 'I1 •'I I ll II SURFACE APPLIED FALSE MUNTINS MAY BE USED 'I INACTIVE 32 15/16" D.L. OPG 41 13 ' 6' ACTIVE 4, 3 TYP 32 15/16" D.L. OPG. 41 13/16" 4- I ANCHORS AT SILL INTO CONC. CLUSTER OF 6 TYPE 'Al' AT STD. do HIGH THRESHOLD TYPE 'Cl' AT SADDLE THRESHOLD SEE DESCRIPTION AT LEFT LEAF DTH LEAF WIDTH TYPICAL ELEVATION (O/XX) SEE CHARTS ON SHEET 2 FOR 000R AND TRANSOM LOAD CAPACITY 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY MR GLASS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0826.32 Expiration Date 1 24/2018 By Miami- D Product Control lit I to — r 100 Z — 0 co ```` ��I1HAP1 a 70582 �� • • • . • ATE OF •, '/ S'OJNAt. ' ' v M c t G .0 0 m 0 0 c 1 drawing no. W1 1--40 (sheet 3 of 11) • II I tco • rn tn 41 13/16" MAX. LEAF WIDTH MR GLASS MG5000 OR ES WINDOW SERIES 9500 WINDOW WALL SYSTEM SEE SEPARATE NOA FOR DOOR MULLION 41 13/16" AND MULLION ANCHORS MAX. REQUIREMENTS J MR GLASS MG5000 OR ES WINDOW SERIES 9500 WINDOW WALL SYSTEM SEE SEPARATE NOA FOR 000R MULLION AND MULLION ANCHORS REQUIREMENTS it 1 •. ••• • • • • • •• • • •• • • • • • •. .•. •• • . • •• • ••. • • • • • . • • • • • • • • • • • • • • • • • . . • . •• •• • • • • • • • • • • • • • • ••• • ••• • • • 000 • • • • • • o • • • • ••• • • . • • . • • • • • • • 000 • • • • • • . • • • • • • • •• •• J MIAMI—DADE COUNTY APPROVED MG5000 WINDOW WALL SYSTEM BY 'MR. GLASS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. r REINFORCINO WILL VARY SEE CURRENT NOA OF MG5000 WINDOW WALL SYSTEM FOR DETAILS rr LEAF WIDTH L MIAMI—DADE COUNTY APPROVED SERIES 9500 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. r---- I rill 11 I� �ll II 1 1® ® I--�-- 11 1 ---i III 1� jp„ L EXT. REINFORCING WILL VARY SEE CURRENT NOA OF SERIES 9500 WINDOW WALL SYSTEM FOR DETAILS .• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0826.32 Expiration Date 12/24/2018 By Mlaini- , •! Product Control EXT. LEAF WIDTH lilllll l ;CHI • cam f� •••; .70592 ATE OF F ONAL ►IllitIIII Z 0P: h lot V &EcoO Q 0 � 10,81a ong a. 0 U 0, 1= 0 description UPDATED TO 2014 FBC 4d R 0 0 v` drawing no. W11-40 (sheet 3.1of 11) Gi S TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING A d EDGE E1 0 w NOT APPR'D FOR WATER RESIST. ES-9014 IBY OR 2BY WOOD BUCK TYPICAL ANCHORS SEE NOTE SHEET 1 2-3/4" LONG FOR THIS CONDITION ONLY CONCRETE / SEE ELEVATIONS pike P51 MIN. / FOR SPACING t. ..• C,DNCRE •4 „1.3000 P91' MIN. • • • • • • • • • •• • • • • • •• • T• • • • . • • : _• -• • TYPICAL ANCHORS • • • • • • • • . • EDGE DIST. V SEE ELEVATIONS •'� f 0r gPACING STANDARD THRESJi(1Z,Ix•; : • • _ - . •• ••• • • • ••• • • • • • • z 9 PIVOT HINGES OPTIONAL TO BUTT HINGES DOOR CLOSERS O?TIONAI, PIVOT HINGES OPTIONAL TO BUTT HINGES NOT APPR'D FOR WATER RESIST. r_ ES-90151 -L • • • CONCRETE1. • - 3000 PSI'OftiilN. EDGE DIST. 0 O METAL STRUCTURE EDGE DIST. 11-=--- -- - L1 X w APPR'D FOR WATER RESIST. (SINGLE DOOR ONLY) ES-9028 _ i- FOR SADDLE THRESHOLD USE ANCHOR TYPES 'Cl ONLY SEE ELEVATIONS SADDLE THRESHOLD FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA CONCRETE 3000 PSI MIN. '•'EDGE. AIST. • - •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • a ' DOOR HEAD SERIES--MG6000 FRAME OPTION z O W/ RIPPED LEG DOORS SHOWN WITH SERIES--9500 FRAMES CAN ALSO BE USED WITH SERIES—MG5000 FRAMES.. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0828.32 00 '000 4C00 RETPSI :MIN. Expiration Date 12/24/2016 3 )1U H THRESHOLD SEE SHEET 11 FOR DETAILS AND LIMITATIONS By Mia I-.r • = Produc ontrol ATE OF �!ONAL N C N a) c 0 a7 C 0 d G1 0 N 2 w 2 m 0 • ) drawing no. W11-40 (sheet .4 of 11 1/2° MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS I & 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2° MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 Vi 2 1BY OR 28Y WOOD BUCK • TYPICAL ANCHORS SEE ELEV. FOR SPACING HINGE OPTIONS SEE SHEET 9. FOR DESCRIPTION AND SHEETS 1 & 2 FOR CAPACITY EXTERIOR D.L.O. LEAF WIDTH DOOR FRAME WIDTH INACTIVE EXTERI OR LEAF WIDTH FRAME WIDTH ACTIVE IE12 E14 LEAF WIDTH 1 /2" MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 2 TYPIC L ANCHORS SEE EV. FO SPACING OD RUCTURE LOCK OPTIONS SEE SHEET 9 FOR DESCRIPTION AND SHEETS 1 & 2 FOR CAPACITY ACTIVE 1/2" MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 1 /4" MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 2 METAL STRUCTURE DOOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING ALTERNATE TYPICAL ANCHORS SEE ELEV. FOR SPACING /(_ a 1l, DOOR JAMB SERIES-MG5000 FRAME OPTION DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES—MG5000 FRAMES. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0828.32 Expiration Date 12/24/2018 Miam - s . roduct Control drawing no. W11-40 CONCRETE 3000 PSI IN. MI 0 o j 0 -3 0 EDGE DIST. -CONCjitTE •. 3000 PSI -MIN. - .. TYPICAL ANCHORS SEE ELEVATIONS CONCRETE FOR SPACING 3000 PSI MIN. 0 • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • :•• li1ANSck• '•• ••• '•• SERIES-9500 FRAMES 000 • • • • • • • • • •• •• •• •• • • • • • • • •- • •• •• • • • • • • • • • • • - • •• •• • • = .. •. • U) 0 z EDGE DIST. .- •-•- •••' • n. CONCRETE• • ' 3000 -PS! TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE J 0 0 k ALTERNATE z m Ii4 ++11 ii t Ih it TRANSOM SERIES-MG5000 FRAMES OPTION m T 0 1 /2' MAX. LOAD DEARING SHIMS SEE CHARTSA-, .. • SHEETS 1 do 2• •,,•. TYPICAL ANCHORS SEE ELEV. FOR SPACING • < •. 6 1/2' MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & ? TYPICAL ANCHORS SEE ELEV. . FOR SPACING DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES—MG5000 FRAMES. EXTERIOR D.L OPG. DOOR/TRANSOM FRAME WIDTH TRANSOM SERIES-9500 FRAMES EXTERIOR D.L OPC. - DOOR/TRANSOM FRAME WIDTH TRANSOM JAMB SERIES-MG5000 FRAMES OPTION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0828.32 Expiration Date 12/24/2018 By Mia t-D- roduct Control Ti lll! `•` '� c • 9• :?Q 70592 * ,•ti 3 OF v-‘‘.:-..\-N 1 1111L1 1 c z v 1 th iti C 0 t 0 t N 4 •o •6 9 N 0 drawing no. W11--40 3 sheet 6 of 11 .090 TYP.� T 2.500 .500 4.970 2.485 E1 DOOR HEADER Series 9000 Ea TOP RAIL 5.000 (E5) 7.562 (ESA) 6.500 (E5) 9.062 (ESA) 0 .320 7.437 (E5) 10.00 (E5A) f 2.232 --�{ STD. BOTTOM RAIL . • • • • • • HI -PROFILE BOTTOM RAIL., . . f E3 DOOR JAMB Series 9000 .320 Es HINGE/LOCK STILE MEETING STILE - INACTIVE LEAF 4.374 3.436 • • . • . •• • •. • • • •. • • • • • 2.445 .122 4.933 THRESHOLD ES9014 •. ..• • .• • g00 • •• ..• • • • • • • • • • • ••. • 2.250 • • • . • • ••. • • • • 3.436 ..•. . • • • • • • • • J .125 MEE11NG; $T{a - ACTIVE LEAF .320 3.988 354 ir .200 JAMB FILLER CORNER BLOCK 2.500 1.9531.063 4.970 1.953 .090 0 TRANSOM HEADER Series 9500 r.289 .060 I I� -�i 1.118 I� HEAD COVER ALTERNATE OPTION (Series MG5000) �-.070 •.460 fj .190 .920 DOOR STOP .220 r._ 4 0 .500 1.000 DOOR STOP COVER 2.750 0 TRANSOM HEAD S-8000 .070 TYP. CLOSURE DOOR STOP .250 8 GLASS STOP LOCK BACK UP PLATE 2.905 -�j 1.000 1.000 1.317 .070 Tz TRANSOM ADAPTER � I .910 .960 1.000 1.000 .060 TRANSOM GLASS STOP .603 1.746 .060 I 1.950 1.972 L_ DOOR SWEEP I (s11) CORNER PLATE .122 .500 4.500 ALTERNATE THRESHOLD E2J1 ES9015 .9591 -J1.000L TRANSOM GLAZING ADAPTER 3.984 4.968 0 HORIZONTAL AT DOOR S-8000 5.000 3.750 1.750 .206 O JAMB FILLER S-8000 0 TRANSOM JAMB S--8000 .206 .125 TYP. .3201 r- i.250 1.427 . .283 GLASS STOP (INSUL. LAM. GLASS) TRANSOM GLASS STOP S-8000 SEE SHEET 11 FOR HIGH THRESHOLD DETAIL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0826.32 Expiration Date 12/24/2018 By Mlami6Product Control Z gig 0 FN N id 84211 Zgaqe Qa 2� C 0 a L YVl u n Q) 0 0 8 e 1 It 0 o,1 x drawing no. W11-40 (sheet 7 of 11 ITEM # PART / QUANTITY DESCRIPTION MATERIAL ¥ANF./s1PPLJER/REMARKS ITEM I PART # QUANTITY DESCRIPTION MATERIAL MANR./SUPPLIER/REMARK6 / U` -. El £59012 1 DOOR HEADER 6063 T6 Ti E59506 TRANSOM HEADER Series 9500 6063-T6 - �. I E2 E59014 1 STANDARD THRESHOLD 6063-T6 - T2 ES9019 TRANSOM ADAPTER 6083-45 -- COMP-ANL\W1 E2A ES9013 I SADDLE THRESHOLD 6063-T6 - T3 E59018 TRANSOM GLASS STOP 6063-T5 - E2B ES-9026 1 HIGH THRESHOLD 6063-T6 - T4 E59502 HEAD COVER 6063-T5 - E2C ES-9027 1 THRESHOLD COVER 6063-T5 .- MT1 110 x 1/2" F.H. ST/ST SMS -. - =AROOQ CORPORATI IEERS & PRODUCT DEVELOPMEN SUNSET DRIVE, SUITE 220 FLORIDA 332.73 05) 26443100 FAX. (30S) 2$2. E3H ES9013 2 DOOR JAMB - HINGE 6063-T6 - MT2 TRIM GASKET SIUCONE - E4 ES9001 2 TOP RAIL 6063-T5 - MT3 INTERIOR SPACER 1/4" x I/4" FOAM - E5 ES9002 2 STD. BOTTOM RAIL - 6063-T6 - MT4 AS REQD. SETTING BLOCKS (1/16" x 3/41 AT 1/4 POINTS EPOM DUROMETER 8015 SHORE A E5A ES-9000-031 2 HI -PROFILE BOTTOM RAIL 6063-T6 - T5 ES8008 AS REGD. TRANSOM HEAD S-8000 6005-T6 - E6H ES9003 2 HINGE/LOCK STILE 6063-T5 -- T6 ES8013 AS REQD. HORIZONTAL AT DOOR S-8000 6005-T6 - E7 ES9006 1 MEETING STILE - INACTIVE LEAF 6063-T5 - T7 E58012 AS REQD. TRANSOM JAMB S-8000 6005-T6 - E8 ES9007 1 MEETING STILE - ACTIVE LEAF 6063-T5 •- T8 E58003 AS REQD. JAMB FILLER S-8000 6005-15 - E9H ES9004 4 HORIZONTAL GLASS STOP 6063-T5 - T9 ES8006 AS REQD. TRANSOM GLASS STOP S-8000 6063-T5 - E9V ES9004 4 VERTICAL GLASS STOP 6063-75 •- T10 ES8014 AS READ. TRANSOM GLAZING ADAPTER 6083-T6 - E9.1 ES-9029 4 GLASS STOP (INSUL. LAM. GLASS) 6063-T5 - ES9008 4 CORNER BLOCK -TOP 6063-T5 - E108 ES9008 4 CORNER BLOCK - BOTTOM 6063-75 - 1/4' HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS ail $ El 1T ES9009 4 CORNER PLATE - TOP 6063-75 - E118 ES9009 4 CORNER PLATE - BOTTOM 6063-T5 - .090" Interloyer .090' Interloyer ALUM OUTSWING FRENCH DOOR (LM.1.1 > DOORS & WINDOWS INC. 84 STREET L 33168 ►0-8284 FAX. (305) 470-8285 E12 E59010 4 SUPPORT ANGLE 6063-T5 3/4" X 1" X 1/8' X 9" LONG Butocite PVB SenlryGlos 'Kuroroy E13 E59011 AS RQD. HINGE BACKUP PLATE REINFORCEMENT 6083-T5 - By Alrnerico, Inc.' By 'Kuroroy America, Inc: E 1 4 ES9020 1 LOCK BACKUP PLATE REINFORCEMENT 8063-T5 - £15 E59016 AS ROD. JAMB FILLER 6063-T6 - 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS E16 ES9017 AS RQD. REINFORCEMENT 6063-T6 - ¢ E17 E59021 1/ CLOSER CLOSER SUPPORT CUPS (PAIR) 6063-T5 -• W SIUCONE F m OOW CORNING 983 di SILICONE m OOW CORNING 983 El ES9022 I CLOSER DOOR STOP 6063-T5 - DOW CORNING 795 N OOW CORNING 795 E19 ES9023 1/ CLOSER CLOSER COVER PLATE 6083-T5 - ( E20 £59005 DOOR SWEEP - - / I, I J \ / li I \ ` E21 ES9051 DOOR STOP - - r[� jF ( �{ E22 ES9052 DOOR STOP COVER - -• �I� 11� 161 } 1" P.H. / 41-�'�� % c, v� 3 L` `r M1 28 a12 x ST/ST SMS - - re rA10��\ �\ a0 \ v, M2 AS ROD. #12 - 24 x 1/2" F.H. ST/ST MS - - t 8 / l / C9 Z M3 18 #8 - 32 x 1/2' P.N. ST/ST MS - - V N Q v M4 16 3/8" - 16 x 1' HEX. BOLT - - �� p Q.--WJ ap L PI, GASKET GLASS TYPE 'A' GLASS TYPE 'B' M5 ES9000-GOI AS ROD. WEDGE EPDM DUROMETER 70 i M6 E59000-G02 AS ROD. SPACER GASKET EPDM DUROMETER 70 9/16" OVERALL 9/16" OVERALL '^ descnption simo E REv. M7 ES9000-G03 AS RQD. BULB VINYL. BASE-POLYPROPILENE, BULB-TPE - ULTRAFAB. OUROMETER 73 I M8 ES9000-81 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 60±5 SHORE A 1/4" TEMP. CLASS M9 AS RQO. HINGE 4 1/2' x 4" - - AIR M9A AS RQD. OFFSET PIVOT HINGE ALUMINUM - 3/8' SPACE o M12 I 3 POINT LOCK - - 3/16" HEAT STREW() GLASS 3/6" AIR SPACE CONSISTING OF: g M13 1 KEY CYLINDER - - SPACER: M14 1 THUMBTURN - - .090" Interloyer Butocite PVB 'HELIMA' LOW PROFILE ALUMINUM SPACER 'Kuroroy 1 MI5 1 2 POINT LOCK - - By Americo, Inc.' BY `LINGERMANN GMBH' M16 1/ LEAF DOOR CLOSURE - - 3/t6" HEAT STREN'D GLASS AROUND THE PERIMETER OF THE GLASS. n M17 2 PUSH - PULL - - PERIMETER SEALANT: SILICONE SILICONE y c d 2 n M19 W13273NK AS RQD. PILE - HEADER - - i o] DOW CORNING 983 DOW CORNING 791 o 6 v 0 h rn DOW CORNING 795 te M20 W23451NK AS RQD. r ells„ MIG tST1LF+S . .. - - GE 2000 5 o M22 - 1/ CLOSER: CNAHN:L �iscE$ j8'• )C 1i3/4" - - � a m \ A M23 2 .• iFIR�'��Ol��iUTt : �: - - i0 CII/ LlTf ' ` 11I I ASRQD. � • •• STRUCTURALSILICONE - - IIIIIIIh Ai*�►�� L I17M24 � i,e, l��iii - M25 `' AS RQD. SILICONE - - / PRODUCT REVISED .` • 0 a ''• �, M26 2/ CLOSER; •17tl - 20 C 2: NIX. 8(�Li . " .0. - - o L :'� as complying with the Florida . ��V / ri "' �' M27 3/ CLOSFj AO xi 1' P4i. ST,tST.SI>tSy • : : - - o \ Building Code / NOA-No. 15-0826.32 yy i1• g SST • • �il a �jIS i!t : ?� = i; 51 v ,r M28 6/ CLOS�6i1. x 3,24 •F.l� • /5T - - ` = 3"t 7 _ 4/ v u Expiration Date 12/24/2018 :'g ' ; X` r > 1129 3/ CLOSER 110 x 1" FH. ST/S7 SM5 - - GLASS TYPE drawing M30 AS RQD. 8 x 1 1/2' F.H. ST ST SMS - _ C e • OF 4` no. • • 1-1/8' OVERALL 'e '6�� M31 W13351NK AS RQD. • P EI • • - RDA•• - - Miam roduct Control ' RID .• � W11-40 M32 W13275NK AS ROD. PILL, S.F�EAQET{ • • - GLAZING OPTIONS / S��NAL.E� ` '; _ • y T 'Wilt (sheet $ at 11) .LOCKS; (See Table #1 or #3 for Load Capacities OPTION #1: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #1285 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) # 14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) # 10-24 X 1/2" FH MACHINE SCREWS AT OTHER END OPTION #2: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #2086 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'DOR—O—MATIC' LOCATED AT 40" FRQM SILL AT EACH LEAF. FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE END PANIC EXIT DEVICE OPTION #1 OR #2 HINGES: (See Table #1 or #3 for Load Capacities) OPTION #3; ACTIVE LEAF; KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS INACTIVE LEAF; MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #8-32 X 1/4" PH MACHINE SCREWS OPTION #1: OFFSET PIVOT HINGES ALUMINUM A7 TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH # 10-24 X 1/2" FH THREAD CUTTING SCREWS (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8" MS • • • 4106 • • • • • • • • • • ••• • • • • •• • • • • • • • • • • •• • • •• . • • • • • • • • • • 000 • • • • ••• • • • • •• •• •• • • • •• • • .i+ ••= �TtRk 'R: • • • •• • • • • • • OPTION #2: 4 X 4-1/2" ST., STEEL BALL BEARING BUTT HINGES LOCATED AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP 1 ♦ nJ EXTERIOR PRODUCT REVISED as complying with the Florida Building Code NSA --No. 15-0826.32 Expiration Date 12/24/2018 By Miam roduct Control 3/8" HEX STEEL TIP _ BOLT GUIDE STEEL ROD WITH THREADED ENDS THRESHOLD BOLT Iirf GE .te 70592 t • fiA 'r - STATEOF .•� 0 a U 0 N1 FAX. (305) 470-8285 0 a a .0 N tl 0 0 7 • drawing no. W11-40 (sheet 9 of 11) TOP RAIL WELDED TO VERT. STILE 000 • • • • .. • • di . 11 oijoe • • • • • • • M • •• •• •• • ••• • • • • • • • •• .•• • II .•• • • • • • • • • • • • • • •• JL• •.• • • • • • • •• • • • ••• IF • • • • • • • ••• • • • .•. • • • • • • _ • ••• BOTTOM RAIL WELDED TO VERT. STILE FRAME TOP CQRNER THRESHOLD CORNER /10-24 X 1/2" FH THREAD CUTTING SCREWS PIVOT THRESHOLD CORNER THRESHOLD CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0826.32 Expiration Date 1 /24/2018 By Mlam - ad ' roduct Contro 110-24 X 1/Y FH THREAD CUTTING SCREWS 11111Ij STATE OF ,q: I 5 a U Z 03 o 0 c z 0 cki O u) M N S Cr) - n trNwJ c 0 b N 0 b 0 W 0 c u drawing no. W11-40 (sheet 10 of 11) CONCRETE 3000 PSI a 0 1 0 IN... 'EDGE UIST,' • / •- TYPICAL ANCHOR• •J•' SEE ELEVATIO➢ISJ • • FOR SPAgm •• • • •-.• • • • •. • ! •• :or • HIGH STRENGTH GROUT POURED & HARDENED • • I'o •.. 5060 PSI MIN. • • • NQT p••MQ GLASS •• •• • • MUST TRANSFER SHEAR • • • L I STRUCTURE ••• • HIGH THRESHOLD OPTION APPROVED FOR WATER •FIESISIFANCE•WNEND u!@D► %WM SINGLE DOORS NOT APPROVED FOR WATER:RES:STAN4E thICN I. ED MIRTH LOUSLE 000RS • • • • • • • • • • 41, • • • • 41, -- - -• • • • ••• • .374 1.903 .100 THRESHOLD COVER ES9027 .625 .090 1YP. .150 2-485 4.970 HIGH THRESHOLD ES9028 2.250 1 m`itmu, SINGLE DOOR }}II --THRESHOLD CORNER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0826.32 Expiration Date 12/24/2018 By NamI. fi ddProduct Contror STATE OF '• � •.FtoRlo�•.••��• 1111/11111 ( Z o z O �► v ett g 17; c °Nl° Z `"w MOOMW c c 0 `u 4-, 0 ( 0 v 1D 2 u drawing no, W11--40 i (sheet 11 or 11) Miami Shores Viiiage , Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: - rq` 1 I DATE: / Li/ l (Name) ❑ Contractor o Owner o Architect �-v Picked up 2 sets of plans and (other) Address: r3 1 /kJ �( From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departmeicontinue permitting process. Signature: (SIGNATURE) PERMIT CLERK INITIAL RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: REV-8-17-1996 Planning Critique Must go to P&Z for garage conversion please see planning director for the application. Travis Kendall 305-762-4864 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores \fillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 10-02-2017 Permit No. 17-1996 1. Some of the information provided on the revise plans does not match with the approved plans on record with the building department. Please take a look at the approved plans, any information not reflected should be shown on the plans as revise work. Cloud in all changes and mark ad date. 2. Zoning approval required. Ismael Naranjo, BO, CFM Building Director. ' Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No : REV-8-17-1996 ELECTRICAL REVIEWER COMMENTS Need electrical permit. Devaney Michael Electrical Inspector and Plan Reviewer Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. r., Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 08-14-2017 Permit No. 17-1996 1. Some of the information provided on the revise plans does not match with the approved plans on record with the building department. Please take a look at the approved plans, any information not reflected should be shown on the plans as revise work. Cloud in all changes and mark ad date. 'Ismael Naranjo, BO, CFM Building Director. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No : REV-8-17-1996 ELECTRICAL REVIEWER COMMENTS Need electrical permit. Devaney Michael Electrical Inspector and Plan Reviewer Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores \/illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 08-14-2017 Permit No. 17-1996 1. Some of the information provided on the revise plans does not match with the approved plans on record with the building department. Please take a look at the approved plans, any information not reflected should be shown on the plans as revise work. Cloud in all changes and mark ad date. Ismael Naranjo, BO, CFM Building Director. 1' Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No : REV-8-17-1996 ELECTRICAL REVIEWER COMMENTS Need electrical permit. Devaney Michael Electrical Inspector and Plan Reviewer Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. BUILDING PERMIT APPLICATION • BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: 347 NE 98 ST Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED PAUG 0 7 2017 F C 0t'4 Master Permit No. RC17-696 Sub Permit No. \I 1 `qg CO ISION ❑ EXTENSION ❑ RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores Folio/Parcel#: 11-3206-013-5621 County: Miami Dade Zip: Is the Building Historically Designated: Yes NO nO Occupancy Type: R-3 Load: N.A. Construction Type: V-B OWNER: Name (Fee Simple Titleholder): ARTHUR BAKER Address: 347 NE 98 ST Flood Zone: BFE: FFE: Phone#: 917-345-4387 City: MIAMI SHORES State: FL Tenant/Lessee Name: N.A. Email: ARTHURBAKER@GMAIL.COM CONTRACTOR: Company Name: TYCON CONSTRUCTION, LLC Address: 17360 SW 153 AVE zip: 33138 one#: N.A. cos RRI5 -NOT rL.1 Phone#: 786-231-1222 City: MIAMI State: FL zip: 33187 Qualifier Name: GUSTAVO LARRAZABAL Phone#: 786-253-4577 State Certification or Registration #: CGC1524524 DESIGNER: Architect/Engineer: CESAR M. CANO Certificate of Competency #: 305-740-7929 Phone#: Address: 4906 CAMPO SANO CT City: CORAL GABLES State: FL Value of Work for this Permit: $ $22,000.00 Type of Work: ❑ Addition ❑■ Alteration Description of Work: REVISION TO MASTER PERMIT FOR: WINDOWS & EXTERIOR DOOR REPLACEMENT NEW SIDE DOOR, NEW POWDER ROOM, EXPOSED NC DUCTS, ADDITIONAL LIGHTING, NEW zip: 33146 Square/Linear Footage of Work: 950 ❑ New ❑ Repair/Replace ❑ Demolition SKYLIGHTS. Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Structural Reviews $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address o , City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencem: u. •e posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bse posted notice, the inspection will not be approved an reinspection , ill be charged. ''') Signature Signature OWNER or AGENT CONT The foregoing instrument was acknowledged before me this The foregoing instrument was acknow edged before me this e..40. day of ' 3C , 20 14 , by 2"°' day of -L9 , 20 14- , by b 440r— >eatik""e1 " , who is personally known to 6c9SirMa0 C.4640,4ZAtiAbhichols personally known to me or who has produced as me or who has produced as identification and who • d _ 4r oatIHARRY SANCHEZ NOTARY PUBLIC: ''s MY COMMISSION # GG094929 ..� EXPIRES April 17, 2021 Sign: Print: Seal: APPROVED BY (Revised02/24/2014) identification and who did tlkfit-,I t� NOTARY PUBLIC: HARRY SANCHEZ p.� '' ; , 01. MY COMMISSION # GG094929 Sign: Print: Seal: EXPIRES April 17, 2021 Plans Examiner Zoning Structural Review Clerk