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RC-16-1989 (2)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 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS FBC 20 14 Master Permit NoC(`C 5 n 1 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 445 NE 94 ST, Miami Shores, FL 33138-2845 ❑ CANCELLATION ❑ RENEWAL ❑ SHOP DRAWINGS City: MiamiShores County: Miami Dade Zip: Folio/Parcel#:11-3206-014-0520 Occupancy Type: Load: Is the Building Historically Designated: Yes Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): DARREN OCKERT Address:445 NE 94 ST BFE: NO FFE: Phone#: 917.573.9022 City: Miami ShoresState: FL Tenant/Lessee Name: Email: Zip: 33138 Phone#: CONTRACTOR: Company Name: Tri State Roofing and General Contractors LLC Address: 279 Truck and Trailer Way Phone#: 561.337.7718 City: West Palm BeachState: FL Qualifier Name: Oliver Fugmann State Certification or Registration #: CGC1517746 Zip: 33413 Phone#: 561.337.7718 Certificate of Competency #: DESIGNER: Architect/Engineer: ({-3 O . '6p City: Value of Work for this Permit: $ C 0 Address: Type of Work: ❑ Addi '.n Description of Work: G Phone#: Square/Linear Footage of Work: State: Zip: ❑ Alteration MI Ne ❑ Repair/Replace ❑ Demolition t Specify co/or��of//cyyok Iiu��lor thru tile: � t�/lit� /C /• �l/� Submittal Fee $ 2 J�) ' G Permit Fee $ ( 6,30 • ' CCF $ 26 1c") • TMJ Scanning Fee $ Technology Fee $ • 2.-0��^^ h Structural Reviews $ (in. W k2 D.0w 13 Radon Fee $ f • 5-3 DBPR $ 1 g. V. 53 coicc $ • OCA Notary $ S ' Training/Education Fee $ DS • P13 Double Fee $ Bond $ �>�i• QOM( TOTAL FEE NOW DUE $ / 'l 3 7 • i (Revised02/24/2014) (i,c34.(6 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence o such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t9 day of SU , 20 (C , by i v day of/ 3-U �"20 (, by �C,Ri�Et•j CQJc.Z [ , who is personally known to Qi_ J 2- C iRlcl !, who Is petn`aClly known to me or who has produced 7( Lk( � (A-1\ccme or who has produced "V:21 \k2A-kv� as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC Sign: a/1\ Print: Seal: APPROVED BY (Revised02/24/2014) er P14 Notary Public State of Florida ° Sindia Alvarez a My Commission FF 156750 v.oF ft• Expires 09/0312018 Sign: Print: Seal: ******************* Plans Examiner '.gate of Florida AAV Ck,mmcssion FF 156750 Expires 09/03/2018 Zoning Structural Review Clerk Y STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 '1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 FUGMANN, OLIVER TRI STATE ROOFING AND GENERAL CONTRACTOR LLC 279 TRUCK AND TRAILER WAY WEST PALM BEACH FL 33413 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFES§iQ.IYAI, REGULATION CGC1517746 06/13/2016 CERTIFIED GEN FUGMANN, O . TRI STATE ROO IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2018 L1606130000721 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CGC1517746 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 FUGMANN, OLIVER =w TRI STATE ROOFING AND GENERAL CONTRACTOR LLC 279 TRUCK AND TRAILEUrAY; ;; WEST PALM BEACHFL 33413" ISSUED: 06/13/2016 • DISPLAY AS REQUIRED BY LAW SEQ # L1606130000721 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 FUGMANN, OLIVER TRI STATE ROOFING AND GENERAL CONTRACTORS LLC 279 TRUCK AND TRAILER WAY WEST PALM BEACH FL 33413 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSI:#: REGULATION CCC 1329105 :'r~+ Lll;, " :06/13/2016 CERTIFIED ROOONTR _4,QR FUGMANN, Ohii�� .' TRI STATE ROfFCONT IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2018 L1606130000584 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CCC 1329105 The ROOFING CONTRACTOR. Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 FUGMANN, OLIVER TRI STATE ROOFING AND.CfERAL CONTRACTORS LLC 279 TRUCK AND TRAILER WA'( y WEST PALM BEACH: �< = L 33413 ISSUED: 06/13/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1606130000584 ANNE M.. GANNON CONSTITUTIONAL TAX COLLECTOR Serving Palm Beach County Serving you. P.O. Box 3353, West Palm Beach, FL 33402-3353 **LOCATED AT'"' www.pbctax.com Tel: (561) 355-2264 609 SEA PINE WAY #G2 GREEN ACRES, FL 33415 TYPE OF BUSINESS OWNER CERTIFICATION # RECEIPT #/DATE PAID AMT PAID BILL # 23-0081 ROOFING CONTRACTOR FUGMANN OLIVER CCC1329105 B15.895986 - 09/23/15 $27.50 640144470 This document is valid only when receipted by the Tax Collector's Office. B2 - 308 TRI STATE ROOFING AND GENERAL CONTRACTORS LLC TRI STATE ROOFING AND GENERAL CONTRACTORS LLC 609 SEA PINE WAY APT G2 GREENACRES, FL 33415-8909 $IIIntIInlnInIII�I1I1111 111111 111I1I11 ANNE M. GANNON CONSTITUTIONAL TAX COLLECTOR Serving Palm Bench County Serving you. STATE OF FLORIDA PALM BEACH COUNTY 2015/2016 LOCAL BUSINESS TAX RECEIPT LBTR Number: 201000359 EXPIRES: SEPTEMBER 30, 2016 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. P.O. Box 3353, West Palm Beach, FL 33402-3353 **LOCATED AT** www.pbctax.com Tel: (561) 355-2264 609 SEA PINE WAY APT G2 GREENACRES, FL 33415-8909 TYPE OF BUSINESS OWNER CERTIFICATION # RECEIPT #/DATE PAID AMT PAID BILL # 23-0051 GENERAL CONTRACTOR FUGMANN OLIVER CGC1517746 815.896011 -09/23/15 $27.50 840151717 This document is valid only when receipted by the Tax Collector's Office. B1 - 308 TRI STATE ROOFING AND GENERAL CONTRACTORS LLC TRI STATE ROOFING AND GENERAL CONTRACTORS LLC 609 SEA PINE WAY APT G2 GREENACRES, FL 33415-8909 nIInIIInlnInIII1I1I1I11 1I1I11 111 1111 STATE OF FLORIDA PALM BEACH COUNTY 2015/2016 LOCAL BUSINESS TAX RECEIPT LBTR Number: 201015727 EXPIRES: SEPTEMBER 30, 2016 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. T�' t AOR[/ CERTIFICATE OF LIABILITY INSURANCE ilikr.,,,.-'' • DATE (MMfDD/VYYY) 07/15/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Premier Insurance Agency, Inc 113 S Monroe Street Tallahassee, FL 32301 850.345.3072 CONTACT NAME: Sharma Bauman PHONE FAX LAIC. 859.345.3072 (NC, No): Lo,Extt: ADDRESS: shannaepremier-coverage.com INSURER() AFFORDING COVERAGE NAIC # INSURER A : LLoyds of London DCCSGL00830-00 INSURED Tri State Roofing and General Contractors LLC 9150 Heathridge Drive West Palm Beach, FL 33411 INSURER B : $ 1, 000,000 $ 50 000 INSURER C : . $ 5,000 INSURER D : _ i CLAIMS -MADE SIR $5,000 INSURER E : PERSONAL &ADV INJURY INSURER F : GENERAL AGGREGATE COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDLSUBR INSR I WVD POLICY NUMBER POLICY EFF I POLICY EXP (MM/DD/YYYY) I (MM/DDIYYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY I 1 1 DCCSGL00830-00 04/13/2016 1 04/13/2017 EACH OCCURRENCE t)AMKGSTO ANTED' PREMISES (Ea occurrence) $ 1, 000,000 $ 50 000 MED EXP (Any one person) $ 5,000 ____ _ i CLAIMS -MADE SIR $5,000 X OCCUR - PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 _GEN'L AGGREGATE X POLICY ( LIMIT APPLIES PER: jE LOC $ 100,000 Torch Down/Hot Tar AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS __ _ SCHEDULED AUTOS NON -OWNED AUTOS j 1 l ! i COMBINED SINGLE LIMIT (Ea accident)-._..._....._.. BODILY INJURY (Per person) $ BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB IOCCUR 1 CLAIMS -MADE F ET EACH OCCURRENCE $ AGGREGATE $ $ DED 1 RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITYY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICE/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below / N ' N / A I WC STATU- 1 ! OTH- TORY LIMITS L i ER $ E.L.!,EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ 1i DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Roofer and General Contractor CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED(REPRESENTATIYE) z5;(4dasa . i a4'm8 e- ACORD 25 (2010/05) €©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Clear Ali , ACC/Rd CERTIFICATE OF LIABILITY INSURANCE 41.....----07/15/2016 DATE (MM/DDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 CONTACT NAME: PHONE (A/C, No, Ext): 1-800-277-1620 x4800 FAX (A/C, No): (727) 797-0704 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: Frank Winston Crum Insurance Co. 11600 INSURED FrankCrum L/C/F Tri State Roofing and General Contractors, LLC 100 South Missouri Avenue Clearwater, FL 33756 INSURER B: INSURER C: INSURER D: EACH OCCURRENCE INSURER E: INSURER F: DAMAGE TO RENTED PREMISES (Ea occurrence) COVERAGES CERTIFICATE NUMBER: 365906 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSRD SUER WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP M' (MM/DDYY) LIMITS COMMERCIAL GENERAL LIABILITY I I OCCUR EACH OCCURRENCE $ CLAIMS -MADE DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ GEN'L PERSONAL B ADV INJURY $ AGGREGATE LIMIT APPLIES PER: POLICY a PROJECT 1 I LOC OTHER: GENERAL AGGREGATE $ PRODUCTS-COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY - - - SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ UMBRELLA LIAB EXCESS LIAB - OCCUR CLAIMS -MADE EACH OCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? I I (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A WC201600000 01/01/2016 01/01/2017 X PER STATUTE OTH- ERA E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE -EA EMPLOYEE $1,000,000 E.L. DISEASE -POLICY LIMIT $1,000,000 • DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required Effec ive 05/06/2013, coverage is for 100% of the employees of FrankCrum leased to Tri State Roofing and General Contractors, LLC (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION - Miami Shores Village Building Department 10050 NE 2nc Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVEEN ` .0. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD © 1988-2016 ACORD CORPORATION. All rights reserved. { DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR DEVELOPMENT ORDER iauni SIore� File Number: PZ -06-15-2015205 Property Address: 445 NE 94th Street 10050 N.E. SECOND AVE. MIAMI Sl -(ORES. FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 Property Owner/Applicant: Armando Ortiz & Daren Ockert Address: 445 NE 94th Street Agent: Address: Wyn Bradley 25 SE 2"d Avenue, Suite 900, Miami, FL 3313 I Whereas, the applicant Armando Ortiz & Daren Ockert (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations, Sec. 523.1(6) and Sec. 600. Site plan review and approval required. One-story addition. Metal roof. Whereas, a public hearing was held on July 23, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered. finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the.hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a covered 112 sf front porch and an open terrace at the front entrance to the residence, a 432 sf master bedroom suite at the front south-east corner, a 336 sf family room, 128 sf laundry room and 528 sf 2 stall attached garage at the north-east corner, a 512 sf covered "back porch" enclosed on 3 sides at the rear and a uncovered 240 sf "back terrace" at the northeast corner of the residence. 2) The site shall not drain onto neighboring properties or any rights-of-way. The plot shall provide storm drainage that detains the first one inch in natural or filtered structural facilities. The Building Official may require an architect or engineer's drainage plan and report to certify to the building official that the site will provide storm drainage that will detain the first one inch in natural or filtered structural facilities prior to the drainage work commencing on site. The installation of structures on site to control drainage shall require Planning and Zoning Board review and approval. Modifications to the drainage plan approved by the building official shall require a signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Changes to drainage structures approved by the Planning and Zoning Board shall require a new site plan review application and review and approval by the Planning and Zoning Board. Page 1 of 2 3) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti - tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 4) Landscaping as shown on Sheet No: 15 shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. The applicant shall not reduce the approved landscaping without planning board approval except the planning director may approve modifications administratively where modification to the landscape plan is necessary to comply with Division 17 or to add additional landscaping. 5) Ground cover must comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf is specifically prohibited. 6) Applicant to obtain all required building permits before beginning work. 7) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 8) Applicant to meet all applicable code provisions at the time of permitting. 9) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. The application with conditions was passed and adopted this 23"' day of July. 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Glinn Yes Chairman Fernandez Yes /4" .4111fiest ichard M. Fernande Chairman. Planning .oard Parte 2 of RECEIVED JU 18 2016,, BY: TRI STATE miami Ockert & Ortiz Residence Tri State Vision Version 3.2 07.17.2016 Phone: 786.222.4099 Fax: 561.337.4460 oliver@tristateamerica.com tristateamerica.com Phone: 305.905.6509 Fax: 786.472.4195 chris@vision-mia.com vision-mia .com • .11111 . TRI STATE TRI STATE ROOFING & GENERAL CONTRACTORS 9150 Heathridge Drive West Palm Beach, FL 33411 Phone: 561.337.7718 Fax: 561.337.4460 info@tristateamerica.com www.tristateamerica.com LICENSED INSURED CCC1329105 CGC1517746 PROPOSAL SUBMITTED TO ESTIMATOR DATE OCKERT & ORTIZ RESIDENCE OLIVER FUGMANN 07.17.2016 STREET DARREN CELL ARMANDO CELL 445 NE 94TH STREET 917.573.9022 917.370.6533 CITY• OFFICE FAX MIAMI SHORES STATE, ZIP CODE EMAIL CONTACT FLORIDA DARRENOCKERT@ME.COM, ARMANDOORTIZ@ME.COM CHRIS AICHINGER SCOPE OF WORK Renovation of existing single family residence to include: new kitchen remodeled guest bath, new half bath, extension of new covered front porch and new roof, New addition to include: A new master bedroom, new master bath& closet, new 4th bedroom, new full bath, new family room, new utility room, new garage and new back porch. Site improvements to include: new front driveway, new front walk, new fencing and gates, new pool deck material, new septic system and new generator. WE HEREBY PROPOSE TO PERFORM WORK IN ACCORDANCE TO • Set of plans supplied by The Architecture Collective • Project number: --- • Dated 04.22.2016 • Specifically sheet numbers: A-0.0, A-0.1, A-0.2, A -0.D1, A-O.D2, A -0.D3, A-1.1, A-1.2, A-2.1, A-2.2, A-3.1, A-3.2, A-3.3, A-4.1, A-4.2, A-5.1, A-5.2, A- 6.1, A-6.2, A-7.1, A-7.2, 5-1, S-2, S-3, S-4, 5-5, S-6, 5-7, 5-8, S-9, 5-10, 5-11, S-12, 5-13, 5-14, 5-15, 5-16, E-1, E-2, E-3, M-1, M-2, P-1, P-2, P-3, G-1 • And this proposal SUMMARY 1. Phase 1: Demolition 2. Phase 2: Shell Construction 3. Phase 3: Roof 4. Phase 4: Impact Windows and Doors 5. Phase 5: Interior Construction 6. Phase 6: Kitchen 7. Phase 7: Interior Doors 8. Subcontractors: MEP 9. Superintendent, Portalet, Dumpster PROJECT SPECIFICATIONS Phase 1: Demolition As per architectural plans. AO.D1, AO.D2, AO.D3 General Project Contents CONCRETE DEMOLITION ■ Demolish front driveway, front walkway, back driveway, patio area in front of dining room • Demolish planter block wall with air tools, vertically reinforced. Demolish master bedroom, living room, guest bedroom, garage exterior, kitchen, dining room soffit and wall opening block wall with air tools, vertically reinforced. Shore openings. Cover with plywood. Removal of all loose pavers on west side of property. Removal or decorative landscaping stones and gravel on property • Demolish four concrete steps and removal of all shallow boxes under all exterior windows ■ ■ FRAMING DEMOLITION ▪ Demolish interior wood wall framing GENERAL DEMOLITION ■ ■ Demolish chain link fence and gates, up to 4' high, in concrete Demolish wood fence and gates, 4'-6' high, in concrete • Remove baseboard from full house including existing bedrooms • Remove entry door. Secure with plywood • Remove one exterior door, single and cover/secure with plywood • Remove double garage door • Remove interior wood and pocket doors ■ Remove windows, French doors in masonry wall and cover/secure with plywood • Demolish bathroom ceramic tile floor, set in thin -set, over wood ■ Demolish ceramic tile, over concrete. Entire existing house • Remove gypsum lath & plaster from wall as indicated • Bathroom demolition 1, and 2 • Demolish existing kitchen ROOF FRAMING ■ Demo existing roof tile, 30# and 90#, plywood, trusses for proposed roof line extension/modification. Temporary dry in. Protect existing with water proofing. Phase 2: Shell Construction As per architectural plans. General Project Contents EXCAVATION Excavate continuous footing • Strip topsoil, 4" deep. ■ Compaction by vibrating plate • Place topsoil & grade, 4" deep CONCRETE ■ Pour continuous footing, pumped, reinforced. No forms or excavation included ■ Pour concrete slab 4" thick, pumped, on existing footing ■ Form & pour steps ■ Form & pour slab on grade for steps ■ Set forms, pour concrete columns, pumped ■ Set forms, pour header, pumped, reinforced ■ Form & pour 6" thick garage slab ■ Place #3 (3/8") steel rods to reinforce concrete column ■ Place #3 (3/8") steel rods to reinforce concrete footing. ■ Place transverse #4 (1/2") steel rods reinforce concrete footing ■ Place #5 (5/8") steel rods each way top to reinforce concrete footing ■ Place #5 (5/8") steel rods to reinforce concrete column ■ Place #5 and #7 steel rods to reinforce block wall ■ Reinforce two #5 (5/8") steel rods bottom and top to reinforce concrete header ■ Place six #7 steel rods to reinforce bottom, top, "5" concrete heading ■ Place #5 (5/8") steel rods each way at bottom to reinforce concrete footing ■ Drill 140 6" deep holes into concrete foundation wall, install #4 (1/2") steel rod. ■ Drill 6" deep into concrete foundation wall, install #4 (1/2") steel rod at 24" oc 3' long ■ Place 6x6-W1.4xW1.4 wire mesh to reinforce concrete slab ■ Place & wreck forms for concrete slab ■ Place & wreck 2" x 16" forms for concrete work ■ Place & wreck forms for concrete header work MASONRY ■ ■ Provide and construct concrete block wall(s). Provide and apply new stucco over new exterior masonry wall and soffit. Match existing as close as possible. FLOOR FRAMING ■ Furnish and install steel columns INSULATION ■ Provide and install vapor barrier, on compacted base, 6 mil EXTERIOR PAINTING ■ Pressure clean existing walls, repair existing exterior walls, caulk all new windows, paint exterior house, 2 coats. Three colors for exterior paint per plans including (a) main color, (b) accent color #1 and (c) accent color #2. Sherwin Williams / Benjamin Moore PROJECT FINALIZATION ■ Furnish and install patio walls. Phase 3: Roof As per architectural plans. New cricket layout on old roof trusses to be discussed with architect. General Project Contents ROOF FRAMING ▪ Furnish and install new steel plates to anchor new trusses, steel connectors for new wood joist and trusses. Install crickets to divert water from master bedroom, front entrance and patio area. Now soffit as per plans. Ready for stucco. ROOFING AND GUTTERS ■ ■ ■ Furnish manufactured trusses. Furnish and install sheathing to trusses. Nail to code. Install 30# felt and 90# felt hot mopped to decking. Install tile with polyfoam and metal hip/ridge metal. Furnish and install seamless gutters over every doorway and covered patio. Phase 4: Impact Windows and Doors As per architectural plans General Project Contents EXTERIOR DOORS ■ Furnish and install front door. MATERIAL ALLOWANCE $5000 ■ Furnish and install impact resistant windows and doors. As per architectural plans using Echo and CGI products. All materials included. ■ Provide and install 16' x 7' impact resistant garage door, sectional, includes hardware. ■ Provide and install garage door opener(s), chain drive, 1/2 hp, one transmitter by Chaimberlain IQ or equivalent system. Phase 5: Interior Construction As per architectural plans General Project Contents WALL FRAMING ■ ■ ■ Install interior frame wall, up to 12' tall. Install plywood between framing to support kitchen cabinets. Install furring, 1" x 2", on block wall INSULATION ■ ■ Provide and blow insulation (R value per Florida Building Code) between open joists. Install radiant barriers along inside of exterior wall. WALL COVERINGS ■ ■ Provide and install moisture resistant drywall in kitchen, bathrooms and laundry room. Standard drywall in other areas, taped and finished. Labor to install ceramic tile wall, mortar and grout. Tiles on all walls in master bathroom, no wall tiles in powder room and some wall tiles in bath #2 and #3 (Floor to ceiling around shower and tub areas). Labor only, ceramic tile not included. CEILING COVERINGS ■ Install drywall ceiling, taped & finished. Match existing ceiling as close as possible. INTERIOR TRIM, STAIRS AND ACCESSORIES ■ Provide and install pine base, 9/16 x 5-1/4, plain in entire house and paint. MATERIAL COST ALLOWANCE $2.00 PER LF. FLOOR COVERING ■ Labor to install flooring, 12 x 12 to 30 x 30ceramic tile floor, thin -set, grout & seal. No flooring materials included. ■ Furnish and install cement board/wonderboard/durock around showers or bathtubs. Floor to ceiling. INTERIOR PAINTING AND WALLPAPER Paint drywall or plaster wall. Base coat and color coat by Sherwin Williams / Benjamin Moore ■ • Paint drywall or plaster ceiling. Paint drywall or plaster wall. Base coat and color coat by Sherwin Williams / Benjamin Moore Phase 6: Kitchen As per clients request General Project Contents CABINETS AND COUNTERTOPS ■ Furnish and install counter -top, backsplash and water fall island with integrated sink per Alno kitchen spec. Corian material. ALLOWANCE $8000 STORAGE, STEPS & ASSEMBLY ■ Kitchen is furnished and installed by Alno. Appliances are not included in contract price. Supervision by contractor. Soffit above upper kitchen cabinets as per Alno kitchen spec Phase 7: Interior Doors As per architectural plans General Project Contents INTERIOR DOORS ▪ Provide and install interior doors, closet door and pocket doors, hardware included. Installation in open wall. MATERIAL ALLOWANCE $200 PER DOOR Subcontractors: MEP As per architectural plans General Project Contents GENERAL PLUMBING ■ Furnish and install plumbing according to architectural plans P1, P2, P3 and Gl. $47000 HEATING, VENTILATION, AIR CONDITIONING ■ Furnish and install HVAC according to architectural plans M1, and M2. $39500. This price includes a $2500 allowance for vent grills. ELECTRICAL ■ Furnish and install electric according to architectural plans El, E2 and E3. Owner to supply dimmer and High Hats. $38270 Furnish and install Smoke Detectors / Carbon Monoxide Detectors Electrical work should include a wired doorbell with enough power for a Ring'"" Video Doorbell Superintendent, Portalet, Dumpster Additional Items General Project Contents PROJECT PREPARATION ■ Superintendent - 6 months. Capped at $24000 ($1000 per week) ■ Install plastic safety fencing, 4' tall, temporary. ALLOWANCE: $220 ■ Deliver one portalet, pickup and return after 30 days. 6 month total. ALLOWANCE: $768 ■ Deliver dumpster, pickup and dump, 20 cubic yards. ALLOWANCE: $3000 CONTRACT PRICE: $7 EXCLUSIONS 1. Geological report to be submitted to contractor by architect or owner prior to execution of construction contract. 2. Tree survey not included in contact price. Tree survey to be submitted to contractor by architect or owner prior to execution of construction contract. 3. Possible helical pile work not included in contract price. 4. Tree removal and landscaping by owner. 5. Pool contractor by owner. Separate permit. 6. Exterior hardscape, irrigation, fencing not included in contract price. Separate permit. Front pavers, paver walkway included in contract price. 7. Specialized interior millwork not included in contract price. ESTIMATED ADDITIONAL COST: $20000 • Master Closet • Guest Suite - Double Vanity • Utility Room — Cabinets • Any specialized trim work (E.g. on walls, around windows) 8. Not included in contract price: Furnish bathroom vanities, vanity countertops, vanity sinks, faucets, diverters, shower heads, toilets, laundry sinks, bathtub, lights, A/C vent covers, frame -less enclosures, mirrors, vanity lights, interior glass doors, glass partition, bathroom vents, Hi Hats, Exhaust Fan, LED lights, Fixtures, Fans, Low Voltage Wires. ESTIMATED ADDITIONAL COST: $30000 9. Not included in contract price: Provide ceramic tile wall covering, 4-1/4" to 12". Material costs only. Tiles on all walls in master bathroom, no wall tiles in powder room and some wall tiles in Bathroom #2 and #3. ESTIMATED ADDITIONAL COST: $3000 ($5 PER SF) 10. Not included in contract price: Provide 12 X 12 ceramic tile flooring, at $5.00 SF per SF. Material costs only. ESTIMATED ADDITIONAL COST: $17440 ($5 per SF) 11. Not included in contract price: Furnish and install 22KW Generator—Generac 6551 including transfer and switch and electrical install. ESTIMATED ADDITIONAL COST $10500. Price does not include permit cost and possible engineering cost. 12. Not included in contract price: Provide light fixtures. E.g. High Hats, wall mounted light fixtures, exterior wall mounted light fixtures, step lights, 4' Fluorescent lights, fans, dimmers not in contract price. ESTIMATED ADDITIONAL COST: HIGH HATS $2480, DIMMERS: $950 13. Polished stainless steel column: ESTIMATED ADDITIONAL COST: $4000 14. Contractor will use existing trusses / rafters for ceiling drywall installation. Contract price does not include replacement of damaged trusses or rafters. The cost to replace damaged wood is calculated at four times the material cost. 15. Contract price does not include replacement of damaged plywood sub flooring or wood flooring joist. The cost to replace damaged wood is calculated at four times the material cost 16. Contract price does not include removal and replacement of wood framing support damaged by moisture in existing structure. The cost to replace wood is calculated at four times the material cost 17. Tri State Roofing and General Contractors shall not furnish and pay for temporary utility services. Temporary utility services to be in place before commencement of demolition 18. Contract price does not include FPL to disconnect and re -connect power line at property. 19. Contract price does not include temporary power pole 20. Contract price does not include any necessary permit, NOC, permit expeditor, inspection, architect and/or engineering fees or possible Mandatory Hurricane Mitigation Retrofits as required by the Florida Statues section 553.844. NOTES 1. Price is based on Tri State Roofing and General Contractors interpretation set of plans (Project Number ----) supplied by The Architecture Collective (Dated 04.22.2016 and send via email as PDF on July 15, 2016) specifically sheet numbers: A-0.0, A-0.1, A-0.2, A -0.D1, A -0.D2, A-O.D3, A-1.1, A-1.2, A-2.1, A-2.2, A-3.1, A-3.2, A-3.3, A-4.1, A-4.2, A-5.1, A-5.2, A-6.1, A-6.2, A-7.1, A-7.2, 5-1, S-2, 5-3, S-4, 5-5, 5-6, S-7, S-8, 5-9, 5-10, 5- 11, 5-12, 5-13, 5-14, S-15, 5-16, E-1, E-2, E-3, M-1, M-2, P-1, P-2, P-3, G-1 and this proposal. 2. Revised pricing required after possible building department modifications, receipt of updated plans, revised plans and/or any deviation to this interpretation. 3. Revised pricing required in the event that problems arise due to shoring, engineers concerns, during the course of construction, code requirements and /or unknown site conditions. If any concealed structure, water, power, waste, drain, gas line etc. is uncovered or revealed during construction on Tri State Roofing and General Contractors shall promptly, and before any such structure or line is disturbed or damaged (except in an Emergency), notify Owner. Contractor shall submit a Claim for a Change Order which covers the additional cost incurred solving the issue. 4. Tri State Roofing and General Contractors are not responsible for damage to existing landscape during construction. 5. Tri State Roofing and General Contractors to meet with owner and architect prior to commencement of work. Owner to provide designated area within close proximity to workplace for work vehicles, building material and equipment, storage container, two 20 yard dumpsters and movable trailer. 6. Tri State Roofing and General Contractors to be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordination of all portions of the work under the contract 7. Tri State Roofing and General Contractors to post construction signage on property and property parameter 8. Work to be completed in accordance with city, county and/or Florida Building Codes 9. Geological report to be submitted to contractor by architect or owner prior to execution of construction contract. 10. Tree survey report to be submitted to contractor by architect or owner prior to execution of construction contract. 11. Contract price determined by contractor having access Monday through Friday 7 am to 5 pm 12. Tri State Roofing and General Contractors guarantee its new roof workmanship for 10 years. 13. All taxes and insurance are included in the proposal. 14. If sidewalks in front or property are damaged by contractor, contractor will repair sidewalks ' 1'5. Contractor will include garbage disposal installation in the kitchen sink 16. The gas line along the back yard will be coordinated so as not to cause problems with fence and landscaping install. 17. Loose pavers on west side of the house and pebbles on alley side of the fence will be removed as part of the demolition. 18. Angled tiles for ridge caps will be used on the roof. PAYMENT SCHEDULE • To be determined. TRI STATE AUTHORIZED REPRESENTATIVE All material is guaranteed to be as specified. All work to be completed in workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above estimate. All agreements contingent upon strikes, accidents, weather conditions or delays beyond our control. Hurricane damages excluded from warranties. Owner to carry fire, tornado and other necessary insurances. DATE OF ACCEPTANCE TRI STATE AUTHORIZED REPRESENTA �t This proposal subject to accept c within 15 days and is void thereafter at the option of the undersigned ACCEPTANCE OF PROPOSAL The prices, specifications, terms and conditions are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. DATE OF ACCEPTANCE NAME: Iii -2 '6 R -22£N 0 C_t..oaa-7 P1/4 fz h p,fot>0 b !2 SIGNATURE: TRI STATE TRI STATE !.Phone: 561,337.7718 1' LICENSED ROOFING & GENERAL CONTRACTORS ; it Fax: 561.337.4460 1 INSURED 9150 Heathrldge Drive 1 infogAristateamerica.com 1 CCC1329105 West Palm Beach, FL 33411 i www.tristatearnerica.com 1 CGC1517746 CUSTOMER: PROJECT ADDRESS: OCKERT AND ORTIZ -,445 NORTH EAST 94TH STREET MIAMI SHORES, FLORIDA 33138 DATE: 12.14,2016 PRICE BREAKDOWN FOR WINDOWS AND ROOF • Cost for exterior Windows and doors $45000 • , Cost for roof SINCERELY, Oliver Fugmann t $41000 QeneraI FfEalVEIP UEC M20181 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-298789 Permit Number: RC -7-16-1989 Scheduled Inspection Date: March 07, 2018 Inspector: Riveron, Alexis Owner: Ockert, Darren Job Address: 445 NE 94 Street Miami Shores, FL Project: <NONE> Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition/Alteration Contractor: TRI STATE ROOFING & GENERAL CONTRACTORS LLC Phone Number 917 573-9022 Parcel Number 1132060140520 Phone: (561)337-7718 Building Department Comments REMODEL AND ADDITION. PLEASE SEE ARCHITECTURAL PLANS. ADDITION INCLUDES: MASTER BEDROOM, MASTER BATH AND CLOSET, 4TH BEDROOM, FULL BATH. FAMILY ROOM, UTILITY ROOM, GARAGE AND BACK PORCH, SITE IMPROVEMENTS. Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid - March 06, 2018 For Inspections please call: (305)762-4949 Page 36 of 37 Certificate of- Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENTIAL CONSTRUCTION Square Footage Description of Work TRI STATE ROOFING & GENERAL Contractor CONTRACTORS LLC Date Issued Occupancy Load Occupancy Type CION-REGORD, • 1 3 3 • , . Miami Shbres Village k„ 10056 N E 2nd Avenile ' 4. Miami Shores, FL 331384000U Phone (305)795-2264 122"4" (305)756-8972 71•%-'4.Z,0 r r ,34 , .. i . POST ON SITE P- , e, rmitNO. , C-ii46;1989, P. 44; 3,i ''' . e _ 4:%! - '. ' : '17ertnit, Type.j3esidential Construction, r• - - --- 4 -t.• •• ' 1,4-'4-4, ,-'.- °I-, , Wale Classifidation:, Addition/Alteration .,,...! 1 ,sr • ' - 4 l?'. t. • ,. '•"' l',„- ': - •,,, ' 4, t 'Ids'ue Date: 12/16/2016 19 INSPECTION REQUESTS: (305)762-4949 or Log On athttps://bldg.niiamishoresvillage.com REQUESTS' ARE ACCEPTED DURING 8:30AM ••• 3:30PM FOR THE FOLLOWING, BUSINESS DAY. At A I Requests must be received by 3 pm for followingday insiiections. Expires: 06/1412017 Residential Construdoti ' 3 • - Owner's Name: Darren Oakerj Job Address: 445•NE 94 Street' 4 , i ' 4 r ' Miemi Shoes 'EL • ;, Bond NuMbir:'3201 r , : r i- • Le - l'ar:c, el #:113?060140520 Pi 4 i 74 A, az' ' 11• il t -WOR ) ) MON 4 , :"PM. SATURDAY 8: 0 urA 4 , . . NO WORK IS ALLOWED ' Y OR HOLIDAYS. Contractor(s) k 0`, Phone Primary Contractor TRI STATE ROOFING & GENERAL (4 (561)37-77.18 Yes= e.7 4)." s, • 4 .r.. BUILDING AND ROOFING INSPECTIONS ARE DONE =MONDAY THROUGH FRIDAY. • 4 t itt • 47'1.1. 433 4:'r.• 11, o. ton• - .L, '444 , • 1.• C rr. • 3•3 4 ,) r 34.3 r:r I, .„ t. „I' I " tJ k V (.4 , . 4, 1 , 371 , • A '1'. w., ' 'iri?.• , ,,, 'F2• ' At, tf 4' r.r 1,3 1• A 4 7 a ' , i r • )t' , ' 4, ) NO INSPECTION WILL BE MADE- UNLESS THE PEF,iMIT CARD' IS DISPLAYED 'AND HAS BEEF APPROVED. PLANSARE READLY AVAILABLE. IT IS 4' , . i ,40,' :' I • i' r , , THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK 13 'ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY StiALL BE LIABLE FOR EXPENSEENTAILED IN THEREMOVAL OR 'AEILACEMENTOF ANY MATERIAL REOUIRED-TO ALLOW INSPECTION, , ' . r , "t •1; ,'. i '.•' 'WARNING, ' ,TO "' OWNER: YOUR 'Iyouo, FAILURE -1-,12A-,,,RECORp,- A. NOTICE OF - .,.. ' . f" • ,I, - "` • • , 4, ,, - ; 0., ., , , ,,_ , , ..• COMMENCEMENT -MAY RESULT 'IN:YOUR' PAYING TyVICE'FOR IMPROVEMENTS i YOLIR'.':PROOER-IfTY; A NOTICE OF COMMENCEMENT MUST BE RECORDED !-7AdD POSTED ON 'THE. JOB SITE BEFORE THE FIRST INSPECTION IF YOU INTEND': TO 'OBTAIN - FINANCING, CONSULTI,'WIT . OUR LENDER OR AN ATTORNEY BEFORE COMMENCING ;WOR'i. OR RECORDING YOUR NOTICE OF COMMENCEMENT. • " r 4 44 Ldvi STRUCT INSPECTION, RAL t DATE INSP Foundation Final Alarm ;„ .' ZONING COMMENTS Stemwall i' f . . 1 Slab : I; 4;1 Columns"(1st Lift)- , ,,' Columns (2nd Lift) ft ;' INSPECTION Tie Beam i Teniporary,Pole Truss/Rafters ,, , r Roof Sheathing Pool Deck Bonding Bucks a, . ' a: ,, Windows/Doorsy , , 4/.' '_ Interior Framing I. ,' tl„, Insulation ' , �, I r''• l j lofI(t t7 Ceiling Grid`. A Gas t : ' Wall Roughr [ Drywall 4: r® Ceiling : - : Firewall ' • t Wire Lath • _ ; ;i Pool Steel T ' Telephone Final Pool Deck , 44. Final Pool ,_ Final Fence . _ .: Screen Enclosure y - ¢ ,` Driveway `” _:.- Driveway:Base' Driveway _ , Tin Cap ,,, ' r t, n p' Roof in;Prbgress Condensate Drains : Alarm Final Mop in Progress . � " " R` Final Roof ~_; Fire Alarm Final <, Shutters Attachment L., w Final Shutters ,., ,.:' "+ r " , ' FINAL " f+' •,t ELE Rails and Guardrails"-' 'i ,;' . ' yi ' ADA compliance , f FINAL DOCUMENTS ' ¢ ' �r'�%M..► / ;;, , , , / Soil Bearing Cert . 4. Soil Treatment Cert : / of l7 Floor Elevation Survey . , n` - Reinf Unit Mas Cert "— Insulation Insulation Certificate - ra • Spot Survey Rough Final Survey •I - rte • Truss Certification ,, STRUCTURAL COMMENTS t Ventilation Rough , s E s Hood Rough I • p. ZONING INSPECTION I: ; ' , DATE INSP Zoning Final, Final Alarm ;„ .' ZONING COMMENTS FINAL i' f . Rougher/Ad 5::-.3iiWater Service ELECTRICAL INSPECTION DAT . , INSP Teniporary,Pole e'1,414•4 A; I //�' 30 Day Temporary &:';'14;"'''''• Pool Bonding Fire Sprinklers r Pool Deck Bonding Septic Tank '' Pool Wet Niche Underground i' 0fl "4/ it FooterGround j , rw� m'Y l� Slab r 4 �' Gas t : ' Wall Roughr [ irfr117 s of r Ceiling : - : Rou: .., 6114 �p,�► 2,v'/ /209 Telepho e Rough Telephone Final TV Rough TV Final ,> . Cable Rough Cable Fin ' . Z37etrf4 Intercom` Rough Intercom. Final �'"" • A " Alarm Rough Condensate Drains : Alarm Final . � " " Fire Alarm Rough` j Fire Alarm Final <, FINAL 47.11ri Service Work 'Wrtfi i. Wel FINAL " f+' •,t ELE V ,p • r `•M ENTS w�]1 y. CO `0 R-l%ri ildi INSPECTION FIRE DATE t INSP ; Final Sprinkler , Final Alarm ;„ FINAL i' f . Rougher/Ad 5::-.3iiWater PLUMBING INSPECTION DATE INSP Rougher/Ad 5::-.3iiWater Service 2nd Rough � 0 I to . Top Out - I a Fire Sprinklers r Septic Tank '' Sewer Hook-up 0fl (` Roof Drains '.. Gas t : ' i'1,h i1 '% . LP Tank' Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor.` Catch Basins Condensate Drains : l HRS Final " t; I j FINAL 47.11ri ¢ PL 0 MBING-CO"MMENTS 2,, [r7 • -r ©K-% ��,� j ri' -Audit. t? MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough , Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater'•'s\ .� Final Vacuum„ 1 AICA, f% ;, FINAL MECHANICAL COMMENTS L TURQUOISE Engineering, LLC Structural Engineering, Design & Testing, CA #28948, NOA #13-0222.02 6915 Washington Rd, W Palm Bch, FL 33405 / Ph. (561) 804-9908 / Fax (561) 804-9907 / e-mail: turginc@aol.com January 08, 2018 TO: Miami Shores Village / Building Department FROM: Riza N. ALTAN, P.E. SUBJECT: Field Uplift Test on Roof. Concrete Tile / New Additions ADDRESS: OCKERT-ORTIZ Residence / 445 NE 95th St., Miami Shores, FL 33138 CONTRACTOR: TriState Roofing & General Contractors, Inc. PERMIT#: RF -7-16-1996 Dear Sir; In accordance with the request of TriState Roofing, Inc., I have performed uplift test on roof concrete tiles for the new additions to the subject residence. Four hip roofs, one and two-story high, measuring total of -2300 SF, are covered with Bora! "Saxony 900" (NOA #12-0222.03) flat concrete tiles. The tiles are properly overlapped and installed using large -paddy 3M 2 -Comp Tile Adhesive AH -160 (NOA #12- 0228.18). The hip & ridge tiles are installed on 26 ga. galvanized reinforcement boards and weather -blocked using Tile-Tite mortar. The roof tiles were tested for uplift at one -hundred -and -ten (110) locations, including field (32), perimeter (38), hip & ridges (24) and corners (16). The test locations are indicated on the attached drawing. The uplift tests consisted of placing load test device under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds: Pressure was exerted on the tile until a reading of thirty-five (35) pounds was obtained. It is observed that all tested tiles performed to exceed the test limit. Therefore, it is concluded that the roof passed the uplift test in accordance with Dade County Protocol TAS -106. The roof concrete tile covering is capable of resisting uplift pressures to be created by 176 MPH ultimate wind velocity for Risk Category II in HVHZ- Exposure C area, as specified by 2017 Florida Building Code. If you have any questions regarding this matter or I may be of further assistance, please do not hesitate to call me. Sincerely, Riza N. ALTAN, P. . #3:521 Consulting Engineer Certified Testing Lab. NOA #13-0222.02 7tA-IVA OCKERT-ORTIZ Residence 445 NE 95th St, Miami Shores, FL 33138 Static Pull Test As Per TAS -106 -r PERMIT #, RF -7-16-1996 TriState Roofing, Inc. 25 1+•-•-4•• _Concrete Tiles: .2p Boral "Saxony 900" / 3M 2 -Comp Tile Adhesive AH -160 / Large Patty 4' 4-' Exposure: HVHZ-C, Test Device: Chatillon-100 / Calibration Exp. 04118 ROOF AREA = —2300 SF SI OPF• ROOF ZONES SF, LF TEST RATIO -.... MIN. # REQ'D ..... • mmi• •ff • I= #TILES TESTED FIELD 1270 )(310 14 32. PERIMETER 11030 ' 1 100 HIPS & RIDGES 240' 17 10 24 24 D CORNERS - 16 yi 16 16 TURQUOISE - Engineering, LLC CA# 28948 / PE #38521 / NOA #13-0222.02 Structural Engineering, Design & Testing 6915 Washington Road, West Palm Beach, FL. 33405 e-mail:Turqincaaol.com Ph(561)804-9908 / Fax(561)804-9907 110 Tiles 001111////4 0 N. ALTA I, # •%Ns 1).:\c ** N se :.. :6 ..< ..... . 0 .. .. . , . ... . - • • '.11;' • No.38521 * ... • . • '''-7Pri.7%- A .-LOR‘Ctei. . • . :,,,if •;,si.s.i.i1S0:.AINT.IE.A:. 0 I1..if .:6: z..... 100 % PASSED as per TAS -106 JAN 0 8 201 D 0 CUMENT COVER PAGE For those documents not providing the required 3 x 3.inch space on the first page, this cover page must be attached. An additional recording fee for this page must be remitted. L 1 111111-11111 11111 11111 pm! 11111 1111 1111 ,CFN 201380118035 OR BK 30877 P9s 3185-3186 (2P9s) RECORDED 02/28/2018-10:55:0/ HARVEY RUVIN, CLERK OF COURT CIlAOI-DADS COUNTY? FLORIDA (Space above tins IiDe reserved for recording office use) • D o current Title: - C t-- S?- OK) OF: (k SE:- (Mortgage, E;(Mortgage, Deed, Etc.) • Return D o clrment To / Prepared By: r R- 1e 2.520 (d) On all documents prepared _..which are to be recorded in th e public records' of any cou ty' , . , a 3 - inch bP 3 - mrhsp ace at the fop right -T ai, d comer on tb e frstpageand a l - inch by 3 - inch space of the iLop right bid camp onearT, snbseganiirageGhallbelefib5nlrandreserVedfor ase by the. rlrrlr of court CLK/CT 155 Rev. 08/16 Clerk's web address: Www_miaml-dadederkcam rLORI A, COLN Y OF DADE •ER'a-f?FY Fi er tits is t oopy of the In pita?' on -d "of fe AE)zA ' PREPARED BY: OR Bk 30377 PG' 3186 LAST PAGE Miami' Shores. Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned bw_ezkl kE- l is/are the fee simple owner(s) of the following described property ("Property") situated and being in Miami Shores Village, Florida: Lot(s) 2.013(2-1 Block 62_ of M tAr' SHa QE -SI - w (Subdivision), according to the plat thereof, as recorded in the Plat Book I D Page :V+ of the Public Records of Miami -Dade County, Florida, (address) 44-51\1E 94;41' ..t M 41 -MI Sk Z ES r F L and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for goad and valuable consideration, the receipt and sufficiencyof which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. z , ! • 2. That the property will be -used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein: FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the u`se, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in{accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this day of 2003. Signature //��I and Print YO i Signature and Print STATE OF FLORIDA COUNTY OF MIAMI-DADE OWNE • r— �/ Signature and Print t2.EN 0cyrz-g '1. Signature and Print r I HEREBY CERTIFY that on this day personally appeared before me—C2—m -I�t O L- who is personally known to or has produced (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed.. SWORN TO AND SUBSCRIBED before me on this sir day of My commission expires:. c7,1 � ��( g NOTA ° BLIC, TATE OF FLORIDA a Notary P<<biic State of Florida vkY b'a' Slildl2. Alvarez , ▪ % o My Commission FF 156750 4, • o. rcr' Expires 03/0312018 {• Account # University of Florida TREEO Certified CUSTOMER: B. J. Cobb, Inc. 954 922-7067 FAX 954 927-6153 TEST AND MAINTENANCE REPORT pA/R&W Contact: 1951 Harding Street Hollywood, Florida 33020 STREET ADDRESS: A) °J� 7 fl J/1/1/ 5---i/OSS Phone # 9/5 $ 5 j 4,oQ2-Fax # MAILING ADDRESS: / Meter# 1 Reading_ LOCATION OF ASSEMBLY: IV zaiv Account# _Line Pressure psi TYPE OF ASSEMBLY: RP V DC E PVB C SVB C SIZE: MANUFACTURER: l,✓iLK/A/ MODEL XLa SERIAL NO: tf'3,S `)/ GAUGE MANUF Backflowgauge.com SERIAL # 316339 DATE CALIBRATED: 6 June 2017 Check Valve #1 Relief Valve Check Valve #2 Pressure Vacuum Breaker ❑ leaked or closed tight opened at: 3. I psi 0 leaked or Er- closed tight Air inlet: did not open 0 or opened at psi or did not open ❑ differential pressure across check valve g . 3 psi Outlet shut-off valve: 0 leaked Dosed tight differential pressure across check valve 1. r psi Check Valve: leaked 0 or held at psi ❑ cleaned only Replaced: rubber kit 0 CV assembly _ or disc 0 O -rings 0 Seat 0 spring 0 stem/guide 0 retainer 0 lock nuts 0 Other 0 0 RV cleaned only Replaced: RV rubber kit ❑ RV assembly 0 or disc 0 diaphragm (s) 0 seat 0 spring 0 guide 0 O -rings 0 Other 0 0 cleaned only Replaced: rubber kit 0 CV assembly 0 or disc 0 O -rings ❑ seat 0 spring 0 stem/guide 0 retainer 0 lock nuts 0 Other 0 0 cleaned only Replaced: rubber kit CV assembly disc, air inlet disk, CV seat, CV spring, air inlet spring, CV retainer guide O -rings Other ❑ 0 0 0 0 0 D 0 I 0 differential pressure across check valve psi Relief valve opened at psi differential pressure across check valve psi air inlet psi psi check valve . NOTE: All repairs shall be completed within five (5) working days. REMARKS: I hereby certify that this data is accurate and reflects the proper operation and maintenance of the assembly. TESTER. C. T. Cobb CERT. No: H03145 FPC16-000119 DATE: l5 FE --g tio / TIME: / 2 This Assembly: i! PASSED 0 FAILED BUFFER: r PSI Last Minute Gas Contractors 10330 S.W. 42Terr. Miami, FI. 33165 305-992-5292 Cert No :LPG -25930 Drop test Certification Florida Building Code, Fuel Gas SECTION 406 (IFGS) INSPECTION ,TESTING AND PURGING 406.1 General. Prior to acceptance and initial operation, all piping installations shall be inspected and pressure tested to determine that the materials, design ,fabrication, and installation practices comply with the requirements of this code. Owner Information: Name ,,piP,��, Q1/l ez^ Address Permit Number: "/- —/ 7 �� 75- /lc 9ys.'` Type of Installation: ja New Upgrade to Existing 114 . City `t9/ sior-ex State // Description of work: (Must include test details and include piping and appliances). > Lockup: '' W . er Column: Contractor (Qualifier) Signature State of Florida County Ofd f �r Sworn to and subscribed before me 0 Personalty known TProduced .Identification- Typ o Signature of Notary Public• Test Duration: ) p Carlos Abreu Print Narne this2e day of 'll -4/e lY f Identifi Date tested: 2-z y'1 - Z_- Date 20 eby Date:�/7*... / a NIURKA QUESADA MY COMMISSION #FF 187751 ' EXPIRES January 7, 2019 407 0980183 FI011tllallota Service.com E Pest Related Services PreConstruction Termite Treatment Contract and Final Treatment Certification dvantage is a full service company offering pest control, lawn & ornamental spraying and fertilization, and ter - Amite control. rtor more information, please call (800)698-7998. ' k ilt it •1, 1 1 contract appear oj the back of this page, Should holder have any questions with reference to this contract, please contact our office at the number or address noted below. This contract is transferable and is for the primary structure noted below. In the case of a multi -unit structure all unit holder must renew warranty in order for structure to main- tain termite warranty protection. It does not include, unless specified in vvriting. fences, detached structures, decks and additional construction provided after the date contract is issued. Reference to termites applies to subterranean termites. This contract does not provide for protection of any other wood destroying organism, insect or pest, and excludes formosau termites. This contract and work it represents is specifically and solely for topical soil preperation, (top inch) of soil and application of termiticide. Advantage is not a licensed building contractor/engineering firm and implies no knowledge or expertise in either subject. Advantage does not provide any service other than those outlined herein. Repair and Retreatment Warranty Company agrees to warranty the structure for an initial period of twelve (12) months from the date of the initial treatment. If termite infestation occurs at any time during this period the company will inspect property and provide remedial treatment(s), spot or full, with a liquid termiticide as required to eliminate or control termites. Should structural termite damage be noted through inspection, company or a subcontractor(s) chosen or approved by company, will repair damage caused by termites at no cost to property owner. For annual fee specified below, owner(s) may extend this warranty/contract for a maximum period of four (4) additional years, as specified in paragraph two (2) of terms and conditions noted on, the back of this page. Residential Treatment Information The treatment provided are for preventive purposes and were requested by the contractor or builder noted below. Pre - construction termite treatments are applied as defined by EPA approved pticide labels. Supplemental treatment(s) (patio, entryway, abutting foundation, etc.) were provided subsequent to the initial treatment date, as notified of readiness by builder. The cost of this treatment has been billed to the builder or sub -contractor of the builder. Final Treatment: 2/22/2018 Builder: Tri State Roofing and General Cont. Initial Treatment: 5/10/2017 Property Address: 445 NE 94th Street Miami Shores, FL. Treatment Cost: Billed to Contractor Treatment Area: 150 sq ft Subdivision : Lot: This contract not valid without c The B I g has received a clot ites. Treatment is Florida departmei a ' d as a terra lishe The, tiot ELATS0 <<" a1 and $rt h u nd C code issuance date. vention of sub d laws estab ler Services. cial institu- Authorize iny License No. Agent Com 4439 RECEIVE DISCOUNTED PRICING ON LAWN, ORNAMENTAL, AND PEST CONTROL SERVICES. CALL (800) 698-7998 F inciFIE INFORMATION. Advantage Pet Related Servn.s Inc. • 28 NAV. 22nd fornice Pompano BeaCh.} ww-w.advantagepest.com 069 1-800-698-7998 tilWAMGE Pest Related Services Pre -Construction Termite Treatment 1-800-698-7998 License #4439 Property Information Treatment Date Block • Time: 9. Subdivision Name 4 45 kJ ,3- 71 Street Address (if know n) /a2 ores State Zip Owner Name (if known) Builder / Contractor Information Name of Builder Shell Contractor Construction Type Monolithic Floating / Stemwall Patio Entry Driveway Product / Treatment Information 1-/Treatment Type (Must check one): Initial Under -Slab Supplemental Wood Treatment Final Product applied: Bifenthrin Concentration: 8 Bora-Care Other Mixed Product Applied...1(Z_ Gallons Square feet treated: Linear feet treated • e 41 8 box is checked, then either a final perimeter liquid treatment has been completed or a wood treatment is completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws establis e by the Florida Department of Agriculture and Consumer Services. tor's Name (Please Print) Advantage is a Full Service pest control company offering inside pest control, termite control, and lawn & ornamental insect protection and fertilization programs. We offer discounts to our Termite renewal customers! Call 1-800-698-7998 for more information. 2800 NW 22" Terrace, Pompano Beach, FL 33069 (954) 968-7717 fax(954) 968-2922 www.advantagepestcom MCE www.yhengineering.com 99 NW 27 AVE Miami, FL 33125 Phone (305)969-9423 Fax (305)969-9453 Youssef Hachem Consulting Engineering December 15, 2017 Building Official City of Miami Shores 10050 NE 2 AVe Miami Shores, Florida 33138 RE: 445 NE 94 ST Miami Shores, FL. 33138 PERMIT NUMBER: RC -7-16-1989 Dear Official: I, Youssef Hachem, the special inspector on the above mentioned permit number, have inspected the project for the required structural inspections. Please see attached my inspection log. I have approved these inspections, and I to the best of my knowledge and professional experience, these structural components are built according to the approved plans. This document is prepared on accordance with the Florida Building Code, and is to be submitted to the City of Miami Shores Building Department. If you have any questions, please do not hesitate to contact me at (305) 969-YHCE Sincerely®o' J ‘ jT HI e��2 n :02 .*:• : 13� * = : : - OF ;�V: Youssef r,.��;a' �?0•;�P.E. FL. Prof Elig ; -XPi1 FL. Special Inspector 6985061 1VECE www.yhangineerIng.com 99 NW 27 Ave Miami, FL 33125 Phone: (305) 969-YHCE Fax: (305) 969-9453 INSPECTION LOG PERMIT # ADDRESS: (kr N9y $'f - NE CONTRACTOR TYPE OF INSPECTION: COMMENTS: 1N6e o% (l, %otlrl c d ooO) -rt d5 BEft+H( or-a•� �. APPROVED BY: DATE: 7(&lie PERMIT # NE TYPE OF INSPECTION: ADDRESS: CONTRACTOR `-(ss 9 L( COMMENTS: , p oG 11ooG S4.tEdpreiv aA,,p oh Ko -).5f 600(1-e) APPROVED BY:_ DATE: 7/ PERMIT # ADDRESS: N t ` ir S T A/E CONTRACTOR TYPE OF INSPECTION: JMMtN 15: �/ p 40 of Jc*•0 «+r k . ( vow. Lr E, . ,(f),4 I2k APPROVED BY: PERMIT # NE (%, DATE: %7 `I )1-7 ADDRESS: figs- 14,t-tiLLS j CONTRACTOR TYPE OF INSPECTION: COMMENTS: Id -'51 or' Q� l,i-'(t re./51'400- .t_v 5L'(.k, APPROVED BY: ► DATE: ¥CE www.yhengineering.com PERMIT # NE TYPE OF INSPECTION: COMMENTS: /iN5e of &oi-wos 1 (5) 1c ; -1D, Lig-Nvnoes-k,s,... W e-16 n i• Pot) U.til -S c c -gr c-ko(-0(c421c-S(w.) 99 NW 27 Ave Miami, FL 33125 Phone: (305) 969-YHCE Fax: (305) 969-9453 INSPECTION LOG ADDRESS: N C (4 9 T CONTRACTOR APPROVED BY: PERMIT # NE TYPE OF INSPECTION. COMMENTS: 1'e"„ �� r iN (E,, b,%-er'- � 1 u -111u-111- (- Ian i' L . M F3 . DATE: 2- ADDRESS: 'k'I 9,4 CONTRACTOR APPROVED BY PERMIT # NE TYPE OF INSPECTION: COMMENTS: APPROVED BY: PERMIT # NE DATE: —) ADDRESS: CONTRACTOR DATE: ADDRESS: CONTRACTOR TYPE OF INSPECTION: COMMENTS: APPROVED BY: DATE: uary 18, 2017 Mr. Ismael Naranjo - Building Official Miami Shores Village Building Dept. 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Ockert + Ortiz Residence 445 N.E. 94th Street Miami Shores, FL 33150 Permit Number: RC -7-16-1989 Dear Building Official, The present letter is to notify to the concerned parties and corresponding authorities that I, Alexander Rochell, P.E., has visited the existing residential structure and has performed an inspection of the existing structural shell framing now that the demolition has been performed. The Building Department Inspector raised his concerns over the thickness of the existing foundations where the new entrance framing will be connected per approved structural plans. The average thickness of the existing footing is only 8"-9" instead of the code -mandated minimum of 12". I have instructed the Contractor to undermine the portion of the footings attaching to the new footings and extend the bottom reinforcing mat to create a similar depth as the proposed footings. This condition applies to three (3) new footings at Entry Framing. Should you have any question regarding the above, please do not hesitate to contact our office. Respectfully, 011111//N, eRRpcii/, No 6CI35 Alexander Rochell, P.E. • Florida Professional Engirigei', agEo Registration No. 60735 rlliliil 205 S& t bane Avenue Tel-. 305,649,6049 Fax 305.649.4149 Pest Related Services Pre -Construction Termite Treatment 1-800-698-7998 License #4439 Property Information Treatment Date Lot Block Time: Subdivision Name 414 In 94to s/ Street Address (if known) /(./,i /47City State Zip Owner Name (if known) Builder / Contractor Information r S ta Name of Builder Shell Contractor Construction Type Monolithic Floating / Stemwall Patio Entry Driveway Foot' /1 14/7/f) - Product / Treatment Information Treatment Type (Must check one): Initial Under -Slab Supplemental Wood Treatment- Final Product applied: Bifenthrin Bora-Care Other Concentration: ._,_4712_ % Mixed Product Applied: ,' .' Gallons Square feet treated: ?0 6 Linear feet treated: If box is checked, then either a final perimeter liquid treatment has been completed or a wood treatment is completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. fr." Applicator's Name (Please Print) Advantage is a Full Service pest control company offering inside pest control, termite control, and lawn & ornamental insect protection and fertilization programs. We offer discounts to our Termite renewal customers! Call 1-800-698-7998 for more information. 2800 NW 22nd Terrace, Pompano Beach, FL 33069 (954) 968-7717 fax(954) 968-2922 www.advantagepest.com BB&T This Instrument Prepared By: Name: Tie-h4.:—D- 6c)61 zJ e Address: 177° (x n� Blea,)'4((l f116._i,Fe_ 3313 7 Loan # 6931634273 Permit No. Notice of Commencement STATE OF FLORIDA COUNTY OF Miami -Dade CFN. 20160712865 BOOK 30342 PAGE 988 DATE:12/13/2016 09:13:09 AM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: 445 NE 94th St Miami Shores, FL 33138 2. General description of improvement 3. Owner information a) Name and Address Armando Esteban Ortiz and Darren Ockert 445 NE 94 Street Miami Shores, FL 33138 b) Interest in property 5€ eh: ft Pr c) Name and address of fee simple titleholder (if other than owner) 4. Contractor: (Name, address and phone number) Tri State Roofing & General Contractors 279 Truck & Trailer Way West Palm Beach, FL 33413 (561)337-7718 5. Surety a) Name, address and phone number: b) Amount of bond $ ML262 (8/07) APP #: 7002405395 LOAN #: 6931634273 Page 1 of 3 CFN: 20160712865 BOOK 30342 PAGE 989 6. Lender: Branch Banking and Trust Company Construction Division 6420 Southpoint Pkwy Floor 2 Jacksonville, FL 32223 Phone #: 904-361-5319 7. Persons within the State of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: (name, address and phone number) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (Name, address and phone number) 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE 13Y THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I., SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penalty of perjury, I declare that I have read the foregoing Notice of Commencement and that the facts stated therein are true to the best of my knowledge and belief. p� C Borrower -Armando Esteb Ortiz Borrower - Darren Ockert Date Date 129 //6 The foregoing instrument was acknowledged before me on '82LPJA2_`-1,7-01 ro by -mat d&,a o 1o& ' (D✓ ra boveiv, Oc kefi-k- who is personally known to :me or who has provided c PlovldD. 0� �r5 �;, aaflittio.46, as identification lll " JOArj A SOSA My Comm' �i+•vel�otary Public State of Florida Notary Mn: My Comm. Expires Jul 2.2017 Commission # FF 032845 ° '• Bonded Through National Notary Assn. (Seal) ML262 (8i12) APP #: 7002405395 LOAN #: 6931634273 Page 2 of 3 CFN: 20160712865 BOOK 30342 PAGE 990 Personally Known OR Produced Identification Y Type of Identification Produced: ei av ma Or tars 02-4"-,w, Verification pursuant to section 92.525, Florida Statutes Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signatur ral Person Signing Above 1VIL262 (8/07) API' 4: 7002405395 LOAN 4: 6931634273 Page 3 of 3 CFN: 20160712865 BOOK 30342 PAGE 991 Exhibit A - Legal Description Lot 20 And 21, In Block 52, Of MIAMI SHORES SECTION NO. 2, According To The Plat Thereof, As Recorded In Plat Book 10, At Page 37, Of The Public Records Of Miami -Dade County, Florida. STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that the rPY of original on file in this office < • 20 t' HARVEY ROAN, Clerk of Circuit 4' . y Courts GUETTY JEAN #217325 Legal Description 1653/33 GEOTECHNICAL 1 ENVIRONMENTAL 1 MATERIALS TESTING ASBESTOS I ROOF TESTING INSPECTION SERVICES DRILLING SERVICES DEC DYNATECH ENGINEERING CORP. Miami, January 6, 2017 WWW.DYNATECHENGINEERING.COM Mr. Oliver Fugman ( 7/ 7 TRISTATE ROOFING & GENERAL CONTRACTORS 11150 Okeechobee Boulevard West Palm Beach, FL 33411 Re: Addition @ 445 Northeast 94th Street Miami Shores, FL Dear Mr. Fugman: Pursuant to your request; DYNATECH ENGINEERING CORP. (DEC) inspected the soils at the above reference property. Based on our site inspection; it is our professional opinion that the existing foundation soil is suitable for support of the proposed construction and that the bearing capacity of the soils meet or exceed 2000 PSF. Enclosed find copies of our field testing logs. It has been a pleasure working with you at this phase of your project and look forward to do so in the near future. Sincerely yours, Wissam Naamani, P. E. DYNATECH ENGINEERING Florida Reg. No. 39584 Special Inspection No. 757 Certificate of Authorization No 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM 6EOTECHNNICAL 1 ENVIRONMENTAL 1 MATERIALS TESTING 1 ASBESTOS 1 ROOF TESTING 1 INSPECTION SERVICES 1 DRILLING SERVICES DEC DYNATECH ENGINEERING CORP, WWW.DYNATECHENGINEERING.COM DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST 7 -/t• -MP' d07// January 6, 2017 TRISTATE ROOFING & GENERAL CONTRACTORS Addition @ 445 Northeast 94th Street, Miami Shores, FL Tristate Roofing & General Contractors MATERIAL DESCRIPTION: Light gray sand SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE DRY DENSITY 5.5 7.7 9.6 13.2 96.0 100.3 102.5 101.3 Optimum Moisture 11.1 Percent 100% Maximum Dry Density 103.3 lbs./cu.ft. % Passing 3/4" Sieve 98.6 Percent Sampled By: JA Tested By: JA Checked By: WN 105 103 101 99 97 95 As a mutual protection to clients, the public and ourselves, a}l're are submitted as the confidential property of clients, and authof?za for use, publication of statements, conclusions or extracts from or to rte'"'ZSS ��NP� our reports is reserved pending our written approval. , r r A , , ,• 4 6 8 10 12 14 Respectively submitted, 5sam. Wissam Naap+ani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES DATE: CLIENT: PROJECT: ADDRESS: DEC DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS January 6, 2017 TRISTATE ROOFING & GENERAL CONTRACTORS /C,7" ik W/0 7 Addition A 445 Northeast 94th Street, Miami Shores, FL CONTRACTOR: Tristate Roofing & General Contractors Test No. 1 Location: South addition, west side of south footer Test No. 2 Location: South addition, east side of south footer Test No. 3 Location: South addition, center of east footer Test No. 4 Location: North addition, south side of west footer Test No. 5 Location: North addition, north side of west footer Description of Material: Light gray sand TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 102.7 101.9 102.4 102.1 102.2 MOISTURE CONTENT % 7.8 8.4 8.1 6.6 6.4 MAX. DENSITY IN THE FIELD % 99.4 98.6 _ 99.1 98.8 98.9 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 95% 95% 95% 95% 95% 100% MAXIMUM DENSITY (LAB) 103.3 103.3 103.3 103.3 103.3 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Tested By: JA Checked By: WN ,,,%°k�Rflt�; e 7: <" O' * O� Z .- R 42 -:,'*A density test determines the degree of compaction of the tesied layerof material .16) `no way shall a density test replace a soil bearing capacity determination a soil boring test must be provided by client, prior to construction to-"vGril`y'slrhesgi itiohs. As a mutual protection to the clients, the public and ourselves, all reports ire submitted as the confidential property of clients, and authorization forpublicatibn of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. Respectfully Submitted, - Wissam N'aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 GEOTECHNICAL 1 ENVIRONMENTAL 1 MATERIALS TESTING 1 ASBESTOS I ROOF TESTING 1 INSPECTION SERVICES 1 DRILLING SERVICES DEC DYNATECH ENGINEERING CORP. DATE: W W W.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS tG- 7 / �' MI a</,,/,7 January 6, 2017 CLIENT: TRISTATE ROOFING & GENERAL CONTRACTORS PROJECT: Addition @ ADDRESS: 445 Northeast 94th Street, Miami Shores, FL CONTRACTOR: Tristate Roofing & General Contractors Test No. 6 Location: North addition, center of center footer Test No. 7 Location: North addition, west side of north footer Test No. 8 Location: North addition, center of north footer Test No. Location: Test No. Location: Description of Material: Light gray sand TEST NO. 6 7 8 DEPTH 12" 12" 12" FIELD DENSITY 103.6 102.9 102.6 MOISTURE CONTENT % 5.9 6.3 6.2 MAX. DENSITY IN THE FIELD % 100,3 99.6 99.3 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 95% 95% 95% 100% MAXIMUM DENSITY (LAB) 103.3 103.3 103.3 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Tested By: JA Checked By: WN • 0*p�tt+��„ Z CO • G� ham. . a, u. = (,),: yO. y co i, t a Respectfully Submitted, 144 --"GDlssam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 *A density test determines the degree of compaction of the tested, layer of material only. In no way shall a density test replace a soil bearing capacity determination a soil boring test must be provided by client, prior to construction to verify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Armando E. Ortiz; Darren Ockert Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 445 N.E. 94th Street Company NAIC Number: City State ZIP Code Miami Shores Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio # 11-3206-014-0520 Lot 20 and 21, Block 52, MIAMI SHORES, SECTION TWO, PB 10, PG 37 A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a building a) Square footage b) Number of permanent c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Accessory, etc.) Lat. 25°51'42.83"N Long. 80°11'16.72"W Residential Horizontal Datum: insurance. above ❑ NAD 1927 adjacent grade grade N/A M NAD 1983 16 2 photographs Number with a crawlspace of crawlspace flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? of the building if the 8 Certificate is being used to obtain flood . 3325.00 sq ft or enclosure(s): or enclosure(s) openings in the crawlspace in A8.b or enclosure(s) 2048.00 sq in within 1.0 foot foot above adjacent in N/A sq ft ❑ Yes X No garage: garage openings in the attached garage within 1.0 in A9.b N/A sq ❑ Yes x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP.Community Name & Community Number Village of Miami Shores 120652 B2. County Name Miami -Dade B3. State Florida B4. Map/Panel . Number ' 12086C 0302 B5. Suffix L B6. FIRM Index Date 09-11-2009 B7. FIRM Panel Effective/ Revised Date 09-11-2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) N/A B10. Indicate the source ❑ FIS Profile B11. Indicate elevation B12. Is the building Designation of the Base Flood Elevation ❑ Community Determined for BFE in Item B9: Coastal Barrier Resources ❑ (BFE) data or base flood ❑ Other/Source: 1929 (CBRS) ❑ OPA depth entered in Item 89: X FIRM datum used located in a Date: ❑ NAVD 1988 ❑ Other/Source: area or Otherwise Protected x NGVD System CBRS Area (OPA)? ❑ Yes Q No FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 445 N.E. 94th Street Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Benchmark Utilized: M-DCo. BM # A-400 Vertical Datum: NGVD 1929 F3 Finished Construction AR/A1-A30, AR/AH, AR/AO. Rico only, enter meters. Indicate elevation datum used for the elevations in items a) through h) below. x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.70 Check the measurement used. X feet ❑ meters b) Top of the next higher floor 12.16 X feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A I feet ❑ meters d) Attached garage (top of slab) 10.00 X feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.00 (Describe type of equipment and location in Comments) X feet meters f) Lowest adjacent (finished) grade next to building (LAG) 9.82 X feet • meters g) Highest adjacent (finished) grade next to building (HAG) 11.70 / X feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 9.70 X feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by I certify that the information on this Certificate represents my best efforts to interpret the data available. statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. law to certify elevation information. I understand that any false ❑ Check here if attachments. Were latitude and longitude in Section A provided by a licensed land surveyor? X Yes ❑ No Certifier's Name License Number Odalys C. Bello Iznaga LS 6169 pse-1/ 616,9 ace .,, Bull- - Here O/ ` 30. ,D/8 Title Professional Land Surveyor and Mapper Company Name Bello & Bello Land Surveying Corp. Address 12230 SW 131 Avenue„Suite 201 City State ZIP Code Miami Florida 33186 Si. .tu Date Telephone Ext. ,� 0,- ZO, IC,8 (305) 251-9606 Co. all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) For A5: Long. and Lat. determined by GNSS RTK GPS Survey No. 17901 C2 e) Denotes Elevation of A/C Unit located the East side and adjacent to the existing structure. Highest Crown of Road Elev.= 8.85' FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 445 N.E. 94th Street Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is above or below ❑ above or ❑ below the HAG. ❑ above or ❑ below the LAG. 9 (see pages 1-2 of Instructions), ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. with the community's certify this information in Section G. crawlspace, or enclosure) is 1 feet ❑ meters b) Top of bottom floor (including basement, crawlspace, or enclosure) is X feet ❑ meters E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is E! feet ❑ meters E3. Attached garage (top of slab) is X feet ❑ meters E4. Top of platform of machinery and/or equipment servicing the building is X feet ❑ meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 445 N.E. 94th Street Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. c 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A'community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑ feet ❑ feet ❑ feet ❑ meters Datum building site: ❑ meters Datum ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 445 N.E. 94th Street Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. ti} _ ! A pr i - =3�D` i.i _+a Eliz - - t 1,.t!, - . ,, + ,. FfY I;M" f._ r.-.vti : 3 ;..rL;,� �- V .10 • '!y .mom ► .7 .• Y i. ,. . 1.4(...4`,. r+�r*"• 1 L$t4vt , 1 ;i+ -1'•C 6 ' i � 'i.. K r 1 Photo One "cc+ •:'f 8 i ,t 4. d Y t Photo One Caption Front View: 01/30/2018 Clear Photo One .l1 } ,k1i7iG" t ti . .j +.t �b 7 Photo Two Photo Two Caption Rear View 01/30/2018 Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 445 N.E. 94th Street Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Vim. Ivo •. it }j 7'JSY i Photo Three i t 4 Z ri i 3 ''' $. � ,t r o-.4:, y.., �. Photo Three Caption Side View: 01/30/2018 Clear Photo Three Jan 30, Photo Four ¢ i' If f l;0 ' 1 AM Jq 2018 8:46:38 Photo Four Caption Side View 01/30/2018 Clear Photo Four FEMA Form 086 0-33 (7/15) Replaces all previous editions Form Page 6 of 6 SlJII;II-CT TO COMPLIANCE WITH ALL FEDERAL I Al C ANI) COUNTY RULES AND REGULATIONS BLDG DEPT ZONING DEPT APPROVED] Miami Shores Village Z5 m Lu r 4 LOT - 19 BLOCK - 52 FOUND y" IRON @ SW CORNER Lor 19 BLOCK 52 890 1 PIPE Aor! FOUND y" IRON PIPE No ID 10.87' 1 2 `-,8'AtLEY tkiF3^Y+nt�" V7 COco 10.50' 25.1' , 25.1' Er) 100.10' M N N7 18.0' Pool_ SPA 27 6' ONE STORY BUILDING i\lo. 445 FF ELEV /2.16' 27.9' 8.4' 11 it 0 10 20 1 1 1 _ SCALE: 1"=20' 4I -O Dy" I ON PIPE S 0 03 SOUTH L 13.38' 20.1' 0 'Lor - 20 BLOCK - 52 - 2.5' 2.5' 17.8' 6.4' CO N 10.18' 0.10 EAST 0.8' WEsT 0.4' WEST 10.30' LOT - 21 BLOCK - 52 890 890 �S,•0 49 4 -9., A 0/S 0.05 WEST Lor - 22 BLOCK - 52 FOUND y" IRON PIPE 50.0' P 50.00' M I'OO: o0 -5'.CONC SIDEWALK'4... 99'.•95' M' Rep '* .4 +k0,/ASPHALT,IPAVEMENT+ ,ye ei r y'�•ryzh`td� t"Y' RC wre Y: 4i 4 r" IC .-...-..44 ',t t FZ --;,; A. moi: �f. s'+ Y �' a.1.3 • r g <g, 74,5',TOTA`L,R/WIPER PB'I0gPGG37) � " M N.y'rr„'yy, .'4iht' F -r� - -15 .A'�„g�„' ,r'*y1^f• '�, Y"A122�(�ASPMALTfF'AYEMENT�,-Tv4 ,^'i r„4 p. \. t. t . .' s�Y•!..�.6r1t1 \: �i'�rst.i.:' y.• i 'i LEGAL DESCRIPTION: LOT 20 AND 21, BLOCK 52, MIAMI SHORES, SECTION TWO ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 37 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SURVEYOR'S REPORT AND GENERAL NOTES (NOT VALID WITHOUT THE ATTACHED SURVEY MAP) 1. LEGAL DESCRIPTION HAS BEEN FURNISHED BY THE CLIENT. 2. REFERENCES TO "DEED", "RECORD" OR "PLAT" REFER TO DOCUMENTS AND INSTRUMENTS OF RECORD AS PART OF THE PERTINENT INFORMATION USED FOR THIS SURVEY WORK. MEASURED DISTANCES, DIRECTIONS AND ANGLES ALONG BOUNDARY LINES ARE IN CONSISTENCY WITH CORRESPONDING VALUES FROM RECORDS, UNLESS OTHERWISE SHOWN. 3. THESE LANDS ARE SUBJECT TO ADDITIONAL RESTRICTIONS OF RECORD THAT WERE NOT FURNISHED TO THE UNDERSIGNING REGISTERED SURVEYOR. A TITLE SEARCH HAS NOT BEEN PERFORMED. 4. NORTH ARROW DIRECTION IS BASED ON AN ASSUMED MERIDIAN. BEARINGS ARE BASED ON AN ASSUMED MERIDIAN ON A WELL-ESTABLISHED LINE, SAID LINE IS BEING NOTED AS BR ON THE SURVEY MAP. 5. ONLY ABOVE GROUND IMPROVEMENTS ARE SHOWN HEREIN. FOUNDATIONS, UNDERGROUND FEATURES AND UTILITIES HAVE NOT BEEN LOCATED. 6. FENCE OWNERSHIP HAS NOT BEEN DETERMINED. DISTANCES FROM EXISTING FENCES TO BOUNDARY LINES ARE APPROXIMATE. FENCE/WALLS WIDTH AND CONDITIONS MUST BE CONSIDERED TO DETERMINE TRUE LOCATION. LANDS LOCATED BEYOND PERIMETER FENCES MIGHT OR MIGHT NOT BE BEING USED BY ADJOINERS. ADJOINING PARCELS HAVE NOT BEEN INVESTIGATED. 2. THIS SURVEY MAP IS INTENDED TO BE DISPLAYED AT THE SCALE SHOWN HEREON. DATA IS EXPRESSED IN U.S. SURVEY FOOT. 8. THIS SURVEY MAP IS BEING PREPARED FOR THE USE OF THE PARTY/PARTIES THAT IT IS "i CERTIFIED TO AND DOES NOT EXTEND TO ANY UNNAMED INDIVIDUAL, ENTITY OR ASSIGNEE. 9. FLOOD PLAIN INFORMATION: As SCALED FROM FEDERAL INSURANCE RATE MAP (FIRM) OF COMMUNITY N0. 120652 (VILLAGE OF MIAMI SHORES), PANEL 0302, SUFFIX L, REVISED ON SEPT IITH, 2009, THIS REAL PROPERTY FALLS IN ZONE "X". 10. HORIZONTAL ACCURACY: ACCURACY OBTAINED THRU MEASUREMENTS AND CALCULATIONS MEETS AND EXCEEDS THE MINIMUM HORIZONTAL FEATURE ACCURACY FOR A SUBURBAN AREA BEING EQUAL TO 1 FOOT IN 7, 500 FEET. 1 HEREBY CERTIFY TO: ARMANDO E. ORTIZ; DARREN OCKERT. THAT THIS SURVEY CONFORMS TO THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLOA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN APPLICABL- PROVISIONS OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE PURSUi. 0 SECTION 472.027 FLORIDA STATUTES. THIS SURVEY IS ACCURATE 0 THE BE OF MY KNOWLEDGE AND BELIEF. ALYS C. BELLO-IZNAGA PROFESSIONAL SURVEYOR.AND MAPPER LS6169 • STATE OF FLORIDA FIELD WORK DATE: 01/30/2018 SURVEY REVISED DATE: 02/19/2018 ADDITIONS AND DELETIONS TO THIS SURVEY MAP ARE PROHIBITED. THIS SURVEY MAP AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OR WITHOUT THE AUTHENTICATED ELECTRONIC SIGNATURE AND SEAL OF THE UNDERSIGNING FLORIDA LICENSED SURVEYOR AND MAPPER. MAP OF BOUNDARY SURVEY PROPERTY ADDRESS: 445 N.E. 94TH STREET, MIAMI SHORES, FLORIDA 33138 PROJECT NO.17901 PAGE 1 OF 1 8 zJ 6 1- T- (,) _U) z Q J 0 J J LU m 0 J J LU CO (V (V pi) it m J J LL Q 1� Z o O N Lri N rn W I- X W W O J o Z W . Q - - � o N � o ZZ N 0 N = E-MAIL: INFO@BELLOLAND.COM ■ WWW. BELLOLANDSURVEYING.COM Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-297921 Permit Number: RC -7-16-1989 Inspection Date: February 23, 2018 Inspector: Kendall, Travis Owner: Ockert, Darren Job Address: 445 NE 94 Street Miami Shores, FL Project: <NONE> Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition/Alteration Contractor: TRI STATE ROOFING & GENERAL CONTRACTORS LLC Phone Number 917 573-9022 Parcel Number 1132060140520 Phone: (561)337-7718 Building Department Comments REMODEL AND ADDITION. PLEASE SEE ARCHITECTURAL PLANS. ADDITION INCLUDES: MASTER BEDROOM, MASTER BATH AND CLOSET, 4TH BEDROOM, FULL BATH. FAMILY ROOM, UTILITY ROOM, GARAGE AND BACK PORCH, SITE IMPROVEMENTS. Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled re -inspection fee is paid. until February 23, 2018 For Inspections please call: (305)762-4949 Page 1 of 1 4 Temporary Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type - Owner I 11 Subdivision/Project Construction Type V -B r .�. Square Footage 4 9 '9} Description of Work RESIDENTIAL CONSTRUCTION DARREN OCKERT INTERIOR RENOVATION AND ADDITION Location 445 NE 94 ST Miami Shores FL 33138 Bldg. Permit No. RC -7-16-1989 TRI STATE ROOFING & GENERAL Contractor CONTRACTORS LLC Date Issued December 15, 2017 Occupancy Load N/A Occupancy Type R-3 Applicable 2014 5th EDITION Code Flood Zone X F.F.E N/A Temporajy9O days Building Officials Approval Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, REPAIR, MODIFY, OR ABANDON A WELL Southwest Northwest St. Johns River South Florida The ware. well contracfo,,s respons,bIe 70, comp/ehog this roan and forwarding the permit application to the PLEASE FILL OUT ALL APPLICABLE FIELDS ('Denotes Required Fields Where Applicable) Suwannee River appropriate delegated aufrtorrty where applicableDEP :_, Delegated Authority (If Applicable) PerPer''''No _ _l -I-. Jl... T a—•_ �� ._.... s.. Florida Unique ID Permit Stipulations Required (See Attached) 62-524 Ouad No. Delinealron No. CUP/WUP Application No. ABOVE THIS LINE - FOR OFFICIAL USE ONLY Ar mot n(1 tQrren t-445 te.94& —, 331 'Owner, Legal Name if Corporation 'Address 'Cit 'State 'ZIP 'Telephone Number 2 4 `-1 N E 44 S 33►r� *Well Location - Address, Road Name or Number, City t( 3 .b.(7.)(0..b.(7.)(0.01-1. os e) 'Parcel ID No. (PIN) or Alternate Key (Circle One) 4. 5. 'Section or Land Grant 'Township 'Range 'County Do 'a I sem. Lot Block Unit Subdivision Check if 62-524: Yes _ No % 'Water Well Contractor ` 5-/3 'License Number 'Telephone Number E-mail Address 6. 'Water Well Contractor's Address Cit 7. 'Type of Work: Construction Repair Modification —Abandonment 8. 'Number of Proposed Wells 1 9. -Specify Intended Use( Bottled DomesticWater Supply Y Landscape Irrigation Agricultural Irrigation Site Investigation State F ZIP 'Reason for Repair Medd,catay, or Abandonment Recreation Area Irrigation __Livestock ivest ock Monitoring Public Water Supply (Limited Use/DOH)Nursery Irrigation Test P Public Water Supply (Community or Non-Community/DEP) _=Commercial/Industrial _Earth -Coup) fibrilzl Class I Injection _Golf Course Irrigation HVAC Supp U 'HVAC Returnp,l�1(j�j Class V Injection: Recharge Commercial/Industrial Disposal Aquifer Storage and Recovery rab�inage Remediation: _Recovery Air Sparge Other (Describe) Other (Dersatbe) (Note: Nor a( types ypes of wells are permitted by a given pemlitbng authority) 10.'Distance from Septic System if x ' 200 ft. h 11. Facility Des Option 12. Estimated Start Date 13.'Estimated Well Depth ft. 'Estimated Casing Depth 2 �ft. •primary Casing Diameter in. Open Hole: From To ft. 14_ Estirnated Screen Interva : From To ft. // -- Black Steel 1y Galvanized PVC Stainless Steel 'Tried Other: Date Stamp ROVED rx AAIAMI-0ADE 38 -/4 .7 JB :_ O' .al Used;%� Mit C, r -J a ›-C -0 m ^' m, _ Lin, Surface Casing Diameter 00 mn MO c.,, W r rn® 01-1 m o PgF$ rn rz7r x c ty r- {{ 9 ▪ 2 .N". bTJ� O el D < 17 ii r ---i .l a r7+ {, ` e • rn a _ III ii mrrig n vet l!� ii' ? _. C P r' Z • m d" 11 �1 —R m 11 ? in. .:zed PVC Stainless Steel _ Other _Cable Tool _Jetted Rotary Sonic -' Sand Point) Hydraulic Point (Direct Push) :Describe) _Other _Other _Other _Other )f existing unused wells on site )erty covered under a Consumptive/Water Use Permit (CUP/WUP) CUPANUP No. District Well ID No. tum: NAD 27 NAD 83 WGS 84 Iffy that , fan bus owner of to PWPty. Ow to nlorny4on Po.E.9 a acawale. And •al I am i..ere of my onetlMas under Clamor 371, Florid. 51atute., b manta. P Poorly ...odor. this 0N: o. I c.14 NM I am no. lot One own. , sal 1. ni0ma141 Po..ed u aonaatc and sW I Ka, Irk .newts u staled adore. Ownw ran.enn .abowyg iAu.only access le �e sr. Ung sit odostrW.m. rep... I, .Intt autgnted byy..a4 pool. BELOW THIS LINE . FOR OFFICIA'. USE ONLY Approval Granted 8_' �/ �/ � / a�YY vorc „1 � — 1 - • Issue Date iff Expiration Date / /]7/fir o, �� . , i�4/ vdmbgrsl Approval Fee ReceivedS A % •ocelot No. --(/J_ /R( /w ___ Check No. THIS t8..• AUTHORIZED OFFICER ORREPRESENTATIVE OFTHE WMDORDELEGAT TE DURING ALL CONSTRUCTION, REPAIR. MODIFICATION, OR ABANDONMENT ACTIVITIES. THE DEP Form: 62-532.900(11 Incorporated In 62.532.400(1), F.A. C Ellechve Date. October 7, 20,0 PERMIT IS NOT VALID UN PERMIT SHALL BE AVAILABLE A LS— Page 1 of 2 Ln fiS **, Inspector t k r 7`40,„ ro Date / �- -11-17 Address N /---s OSTDS # 4r, 2,-,C71-17/1/ Comments: re4 c.f. 45 Loh /can e> fr- DIVISION OF Environmental Health Florida Health Miami -Dade County OSTDS/Well Division 11805 SW 26th Street • Miami, FL 33175 TRI STATE TRI STATE ROOFING & GENERAL CONTRACTORS 9150 Heathridge Drive West Palm Beach, FL 33411 Miami Dade: 786.222.4099 Palm Beach: 561.337.7718 B r owa rd : 9 54.63 6.3884 www.tristateamerica.com Re: TCO/TCC Request for 445 NE 94TH ST, Miami Shores, FL 33138 To Whom It May Concern: 1. Permit Number: RC -7-16-1989 Job Address: 445 NE 94TH ST, MIAMI SHORES FL 33138 2. Reason: The owners of this property, Armando Ortiz and Darren Ockert, are requesting a TCO/TCC in order to move back into their home before some of the final activities are completed on their remodel project. The project was delayed by one month due to Hurricane Irma and now the owners must urgently return home by December 15, 2017 before completion as their temporary apartment lease has ended and they do not have an alternate accommodation. LICENSED INSURED CCC1329105 CGC1517746 DEC 2017 BY: etm 3. Specific Areas Included for the Request: This request is for the full house which is nearly complete. This project is being done in one phase. 4. Number of Days for Request: This request is for 60 days to allow for final completion of the project given the yearend holidays may cause additional minor delays. We expect to be completed sooner. 5. Home Owners: Armando Ortiz (917-370-6533) and Darren Ockert (917-573-9022) General Contractor: Oliver Fugmann (786-222-4099) 6. We hereby hold harmless and release Miami Shores Village Building Department and Miami -Dade Fire Department from any liability that may arise due to the use of designated areas in the aforementioned facility while under the limitation of the Temporary Certificate of Occupancy 7. We hereby certify that all means of egress shall be kept clear and accessible and that all life safety systems will be maintained and operable at all times while the building is being occupied. HOME OWNERS: NAME: Darren Ockert NAME: Armando Ortiz GENERAL CONT ACTOR / QU (FIER: NAME: SIGNATURE: SIGNATURE: SIGNATURE: Page 1 of 1 DATE 12/ 7 /2017 DATE 12/ 7 /2017 DATE el/ 7/2017 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 Website: www.miamishoresvillage.com TEMPORARY CERTIFICATE OF OCCUPANCY APPLICATION (T.C.0) Please be advised that the TCO expiration date is based on conditions from Miami -Dade County Fire Dept. Date: 12-06-17 Folio#: 11-3206-014-0520 Master Building Permit #:RC -7-16-1989 Square Footage of Space: 3,317 sq ft Miami -Dade Municipal Process#: Miami -Dade Municipal Permit#: Contracting Company: Tri State Roofing & General Contractors Owner/Tenant: Darren Ockert & Armando Ortiz Lot: 20&21 Block:52 Subdivision:MIAMI SHORES Street Address: 445 NE 94TH STREET, MIAMI SHORES, FL 33138 Signature of applicant verifies the above information is true and correct. The Temporary Certificate of Occupancy is issued to the above named for building at the above location only upon the express provisions that the applicant will be able by and comply with all conditions of the Zoning ordinances and all ordinances of Miami Shores Village and/or Florida Building Code pertaining to erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment, and the plumbing work has been inspected and approved. VtA-A-A.-- Print Name of Apple nt • Qualifier Signature of Applican or • . - i ier FOR OFFICE USE ONLY TCO Number: Fee: Expiration Date: Technology Fee: �/ Approved Use for Occupancy: ii - 3 Total: Remarks: Building Official/Designee: -Alff° Ins . ections: Zoning Yes/No Plumbing Yes/No Building Yes/No Fire Sprinkler Yes/No Electrical Yes/No Fire Yes/No Mechanical Yes/No Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 UNIFORM MUNICIPAL TCO/TCC INSPECTION REPORTING FORM Master Permit No. Miami -Dade County from Municipality: } ' "( 6- 1 TO . Municipal Permit No. (MBLD): Job Address: Li LI 5 N , y Unit: Project Name: Qualifier's Name: -S-S fyfi Qualifier's Phone: '1$b- Owner's Name: 0 R --0c.)<R10-- Owner's Phone: °11--)`3-70-6533 Email: H tirn).-418, This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Certificate of Occupancy (TCO) or Completion (TCC). Once validated by the Municipal Building Department personnel, the form must be present at the job site for the field inspectors. When all approvals_ ►qty •een • • . inid; take the signed form back to the Municipal Building Department for TCO/TCC issuance. til Ld Form Validated by Bldg Dept Personnel: nod Pr;-6-0 Name J Date: 12-1111Z017 All "Required" TCO/TCC inspections indicated below must be signed "Approved" before certificate issuance. Req'd. Trade Inspector's Name Approval Signature Date Comments Ir Building Electrical 1 1y "lcc Er -Fire Ow 124 N Tcc C<l Mechanical " ,I,' LZI Ll 4 ar Plumbing 12419 6„ac - Public Works ■ [3.. 7,844110- S 2P"fiC [J Other uJ��A •(;• 9"-eS .i z,VP✓ti477” • Important Note: The TCO/TCC is not valid and building and/or space may not be occupied unless signed by the Building Official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Municipal Building Department is prohibited and is in violation of the Florida Building Code Section 110.3. Building Official's Approval: Date: 0 1" TCO/TCC 0 Extension TCC/TCO Duration: Conditions of TCO/TCC: • if Master Permit expires, the TCO/TCC will automatically be revoked and the space must be vacated. • A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting the proper occupancy of the area. • Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil violation and/or disconnection of utility services. • Other conditions: trAT `7ZNO1/1462,. 04t09DL OSFBOA Miami Shores Village Building Department MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT .••••. OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER...". THE FLORIDA BUILDING CODE 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2,204 • • Fax (.305.756.8972 • .... • •• . •• • •• ..•. ..• . • ' • • • • I (We) have been retained by R a._ 0 C QA 'r S OR- •'" to perform special inssector services j r' • t Florida Building Code at the 44-S l� cr-' 9.1'711'n-rproject on the below listed. •siru:tures as • af. —277—L co (date). I am a registered architect or professional engineer licensed in the State of Florida. •.. • • • • • • PROCESS NUMBERS: T -e- (CP 1 989 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) O SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) L�SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) —SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) N ---'SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ CIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC j1292 .12 (R4405.9.12) SPECIAL INSPECTOR FOR Cot's c• a �a ar� r Ca m . I= iL 4M Note: Only the marked boxes apply. The owing individual(s) mplgyed y t 's firm or arerauthorized representatives to perform inspection * re 1. Ar+ n -o cic�.=G1 r.c . 2 `; a N n�� .- • 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special 'Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES ,Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer! �w � /��l l' -o M11 P. .. Name '�C' `. Q-0 Signed and Sealed • `‘NN tit) R ROC �i Nos :fig :b •_�a� i r Z --(Ce 9 ;Creal4A 1 cocv " ice .�• 1 (PRINT) 1 Address —LOS -•: 11 " e 11"Q -^r v e_ Ca c\A-( '� ► �L 3'313 4 Phone No. (3-05) 1p 49— •4'4.9 FORM R405-2014 FLORIDA ENERGY EFFICIENC Florida Department of Business and P BUILDING CONSTRUCTION - Residential Performance Method Project Name: Ockert Ortiz Attached Addition & Remod in i der Nae: Street: 445 NE 94th street ermit Office: Miami Shores Village City, State, Zip: Miami Shores , FL , 33138 Permit Number: Owner: Mr. Darren Ockert & Mr. Armando Ortiz Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Addition 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms(Bedrms In Addition) 4(4) 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 3317.94995117 Conditioned floor area below grade (ft2) 0 7. Windows(580.0 sqft.) Description Area a. U -Factor: Sgl, U=1.30 r 579.96 ft2 SHGC: SHGC=0.50 .- b. U -Factor: N/A ft2 SHGC: c. U -Factor: N/A ft2 SHGC: d. U -Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (3317.9 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 3317.90 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (3769.0 sqft.) Insulation • Area a. Concrete Block - Int Insul, Exterior R=5.0 1446.00 ft2 b. Interior Frame - Steel, Interior. • R=0.0 ••.46.33 ft2 c. Interior Block, Interior '. •' •• R=5.0• •. 396.00 ft2 •' d. other (see details) R= '441.67 ft' 10. CeilingTypes(3317.9 s • • ytt sqft.) • insulation Area a. Under Attic (Vented) R=30.0 317.90 ft2 b. N/A • • R= ft2' c. N/A •"" R= • ft2 • 11. Ducts • • • •••' ft a. Sup: Attic, Ret: Attic, AH: Maiti• • • • • • 6 41i b. Sup: Attic, Ret: Attic, AH: Main.. • • . 6 160 • • • • • • • ' 12. Cooling systems , • kBtumt • • Efficiency a. Central Unit • • 48.0 EER:20.0d b. Central Unit 24.d$LFj2:20.00 •. • 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 34.1 COP:1.00 b. Electric Strip Heat 16.4 COP:1.00 14. Hot water systems - Replacement equipment a. Natural Gas Tankless Cap: 1 gallons EF: 0.940 b. Conservation features None 15. Credits Pstat • • • ' • Glass/Floor Area: 0.175 Total Proposed Modified Loads: 108.71 PASS Total Baseline Loads: 125.80 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED.BY*"•\ e4 Pd - •Y.• CHE ST,g�:'•• Review of the plans and ••' VEST. "`FO -. specifications covered by this ;� z.,.. �> .•'' As calculation indicates compliance�'�f„ ' '�=.' .';,,.�� ':. with the Florida Energy Code. /, : Iru `::w.°;:• O Before construction is completed ? =..� DATE: '^v - v +7 l' -ii 1 6 this building will be inspected for ,"__..4 'gid y -. compliance with Section 553.908 " * `",, Florida Statutes. ,,_4, .. COD yyEAi-y'• BUILDING OFFICIAL* .z ,.- I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: DATE* - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 7/12/2016 6:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Ockert Ortiz Attached Additio Bedrooms: 4 Building Type: User Conditioned Area: 3318 Owner: Mr. Darren Ockert & Mr. Arma Total Stories: 1 # of Units: 1 Worst Case: No Builder Name: Rotate Angle: 0 Permit Office: Miami Shores Village Cross Ventilation: Jurisdiction: 232600 Whole House Fan: Family Type: Single-family New/Existing: Addition Comment: Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 445 NE 94th street County: Miami -Dade City, State, Zip: Miami Shores , FL , 33138 CLIMATE • "" '' • •••• V Design Location TMY SiteIECC Design Temp Zone 97.5 % 2.5 % Int Design Temp .• Heating ' t siOn Daily Tefrip Winter Summer' Gg/ree Days Moitthre R Y • • FL, Miami FL_ MIAMI_INTL_AP 1 51 90 • . • 70 75 ••••149.5 • 56 ; MA •; BLOCKS • • • • • • • • Number Name Area Volume• • •. 1 Blockl 2476.899 19815.2 2 Blockl 841.0499 8836.1 • • • • • • • • • • • • • '..' •• •••• • • SPACES • • • Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 Main 2476.9 19815.2 Yes 5 2 Master Bedroom 526.93 6323.2 No 2 3 Music Room 314.12 2513 No 1 3 1 Yes Yes Yes 1 1 Yes Yes Yes 0 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 292 ft 0 2476.9 ft2 ____ 1 0 0 526.9 ft2 ____ 1 0 0 314.12 ft2 ____ 0 0 1 2 Slab -On -Grade Edge Insulatio Master Bedroom 99 ft 0 3 Slab -On -Grade Edge Insulatio Music Room 73 ft 0 ROOF Roof Gable Roof V # Type Materials Area Area Color Solar SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3513 ft2 0 ft2 Medium 0.75 No 0.75 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 3333.6 ft2 N N 7/12/2016 6:00 PM EnergyGauge® USA - FlaRes2014 Section' R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING V# Ceiling Type Space R -Value Area Framing Frac Truss Type 1 2 3 Under Attic (Vented) Main 30 Under Attic (Vented) Master Bedroom 30 Under Attic (Vented) Music Room 30 2476.9 ft2 526.9 ft2 314.12 ft2 0.11 0.11 0.11 Wood Wood Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # Omt To Wall Type Space R -value Ft In Ft In Area R -Value Fraction_Absor Grade% 1 N Exterior Concrete Block - Int Insul Main 5 47 7 8 380.7 ft2 0 0.75 0 2 N Garage Concrete Block - Int Insul Main 5 25 4 8 202.7 ft2 0 •••• 0.75 0 3 S Exterior Concrete Block - Int Insul Main 5 61 4 8 490.7 ft2 : .'. 0•••• 0.75 ••••0:• 4 E Music Ro Interior Frame - Steel Main 0 14 0 8 112.0 ft2 0 0 • -0.75 •O • 5 E Master B Interior Block Main 5 13 8 104.0 ft2 • • • :0. • 0 . 0.75 • 0 6 W Exterior Concrete Block - Int Insul Main 5 66 9 8 534.0 ft2 . Q • 0.75 • 0 . 7 N Exterior Concrete Block - Int InsMaster Bedro 5 6 4 12 76.0 ft2 •••••• • b 0.75 ";'l1. _ 8 N Music Ro Interior Block Master Bedro 5 11 3 12 135.0 ft2 ..'.Q' • •0.75 0 U. 9 S Garage Concrete Block - Int InsMaster Bedro 5 17 7 8 140.7 ft2 . • 0 • 0.75 •l • 10 E Exterior Concrete Block - Int InsMaster Bedro 5 28 3 12 339.0 ft2 ' • b ' 0.75 • •••e• • • • . 11 W Exterior Concrete Block - Int InsMaster Bedro 5 16 11 12 203.0 ft2 •1 . • : 0• 0.75 ••••@• • • 12 W Main Interior Block Master Bedro 5 13 12 156.0 ft2 0 b. • • :0.75 0 13 N Exterior Concrete Block - Int Insililusic Room 13 22 8 8 181.3 ft2 0 0.75 0 14 S Master B Interior Frame - Steel Music Room 0 11 3 8 90.0 ft2 0 0.23 0.75 0 15 S Main Interior Frame - Steel Music Room 0 11 4 8 90.7 ft2 0 0.23 0.75 0 16 E Exterior Concrete Block - Int Ins)blusic Room 5 13 10 8 110.7 ft2 0 0.75 0 17 W Main Interior Frame - Steel Music Room 0 13 10 8 110.7 ft2 0 0.23 0.75 0 18 E Exterior Concrete Block - Int Insul Main 5 39 8 312.0 ft2 0 0.75 0 DOORS V # Omt Door Type Space Storms U -Value Ft Width In Height Area Ft In 1 S Wood Main Wood .29 5 6 8 33.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wail Overhang V # Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N • 1 Metal Single (Clear) Yes 1.3 0.5 133.3 ft2 1 ft 0 in 1 ft 8 in None None 2 N 13 Metal Single (Clear) Yes 1.3 0.5 42.0 ft2 1 ft 0 in 1 ft 8 in None None 3 S 3 Metal Single (Clear) Yes 1.3 0.5 36.0 ft2 1 ft 0 in 1 ft 8 in None None 4 S 3 Metal Single (Clear) Yes 1.3 0.5 45.0 ft2 1 ft 0 in 1 ft 8 in None None 5 S 3 Metal Single (Clear) Yes 1.3 0.5 35.8 ft2 1 ft 0 in 1 ft 8 in None None 6 E 18 Metal Single (Clear) Yes 1.3 0.5 66.5 ft2 1 ft 0 in 1 ft 8 in None None 7 E 18 Metal Single (Clear) Yes 1.3 0.5 8.1 ft2 1 ft 0 in 1 ft 8 in None None 8 E 16 Metal Single (Clear) Yes 1.3 0.5 27.0 ft2 1 ft 0 in 1 ft 8 in None None 9 E 10 Metal Single (Clear) Yes 1.3 0.5 14.4 ft2 1 ft 0 in 1 ft 8 in None None 10 E 10 Metal Single (Clear) Yes 1.3 0.5 45.2 ft2 1 ft 0 in 1 ft 8 in None None 7/12/2016 6:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 7/12/2016 6:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 WINDOWS Orientation shown is the entered, Proposed orientation. V # Wall Omt ID Frame Panes NFRC U -Factor SHGC Overhang Area Depth Separation Int Shade Screening 11 12 13 14 15 E 10 Metal Single (Clear) Yes W 6 Metal Single (Clear) Yes W 6 Metal Single (Clear) Yes W 6 Metal Single (Clear) Yes W 6 Metal Single (Clear) Yes 1.3 0.5 ' 1.3 0.5 1.3 0.5 1.3 0.5 1.3 0.5 30.1 ft2 1 ft 0 in 1 ft 8 in 36.0 ft2 1 ft 0 in 1 ft 8 in 3.8 ft2 1 ft 0 in 1 ft 8 in 48.6 ft2 1 ft 0 in 1 ft 8 in 8.1 ft2 1 ft 0 in 1 ft 8 in None None None None None None None None None None GARAGE # Floor Area Ceiling AreaExposed Wall Perimeter Avg. Wall Height . .Exposed Wall l.ns elation • • • • • • `• � .• • 1 460ft2 384ft2 92ft 8ft ••• • 1•.• INFILTRATION • . . # Scope Method SLA - - • ..•• CFM 50 ELA EqLA ACH ACH 50 . • • • • . I • • 1 Wholehouse Proposed ACH(50) .000274 2387.6 131.08 246.51 .1893 • • • • 5 • • • " ' • . • HEATING SYSTEM•' • # System Type Subtype Efficiency _• Capacity • •. • • • • •.BIQck 2 •Ducts • 1 2 Electric Strip Heat None Electric Strip Heat None COP:1 COP:1 34.12 kBtu/hr 16.4 kBtu/hr • • 1• 2 sys#1 sys#2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Split Central Unit Split SEER: 20 SEER: 20 48 kBtu/hr 1440 cfm 0.75 1 24 kBtu/hr 720 cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.94 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS / V # Supply ---- --- Retum ---- Location R -Value Area Location Area Leakage Type Air CFM 25 CFM25 Handler TOT OUT QN RLF HVAC # Heat Cool 1 2 Attic 6 415 ft2 Attic Attic 6 160 ft2 Attic 82.948 Default Leakage 82.948 Default Leakage Main (Default) (Default) Main (Default) (Default) 1 1 2 2 7/12/2016 6:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 7/12/2016 6:00 PM • •••• • • • • •••• • • • •• •• •• . • • • •• • • • • • • • • • • • • • • •• • • .••• • • • • • • • • • EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Cei ing Fans: CoolingJan Feb Mar A r [ ] Ma [X] Jun (X]] Jul [X] Au [X] Se Oct Nov Dec Heatin ;X1 Jan A Feb X Mar Apr [ ]May [ ]Jun [ j Jul [ ]Au[ ]Se Oct ;X) Nov X Dec VentingJan Feb X' Mar Apr [ j Ma [ 'Jun [ 'Jul [ ] Aug [ j SepX Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 . • • •68 68 PM 68 68 68 68 68 68 68 68 68 68. 66 • • •••• • 66 Heating (WEH) PM 66 PM 68 66 68 66 68 66 66 68 68 68 68 68 68 68 •fi 68 : 68' • • . g6 68 66*_ 7/12/2016 6:00 PM • •••• • • • • •••• • • • •• •• •• . • • • •• • • • • • • • • • • • • • • •• • • .••• • • • • • • • • • EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 86 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** a. U -Factor: SHGC: b. U -Factor: SHGC: c. U -Factor: SHGC: d. U -Factor: SHGC: Area Weighted Average Area Weighted Average 8. Floor Types a. Slab -On -Grade Edge b. N/A c. N/A Description SgI, U=1.30 SHGC=0.50 N/A N/A N/A Overhang Depth: SHGC: Insulation 445 NE 94th street, Miami Shores, FL, 33138 Addition Single-family 1 4(4) No 3318 Area 579.96 ft2 ft2 ft2 ft2 1.000 ft. 0.500 Insulation Area R=0.0 R= R= 3317.90 ft' ft2 ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 • • •2436.00 ft2 b. Interior Frame - Steel, Interior: • • • R=0.0 • •.403.33 ft2 c. Interior Block, Interior • • • R=5.0. • • 396.00 ft2 •' d. other (see details) R= '3.67 ft2 • • 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts • • a. Sup: Attic, Ret: Attic, AH: Main' • b. Sup: Attic, Ret: Attic, AH: Mar • • • • • • • • • kBtulji Insulation • Area . •. • R=30.p 3417.90 ft2, '...•'R= • ftz • R= ft2 • • •• • ,11•••• • • .R ft 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat '••' i 48.Q. 24!0 kBtu/hr 34 16 •• • 6 416 • 6 160 • r• Efficiency. �R:20.0 9EBR:20.0 • • Efficiency .1 COP:1.00 .4 COP:1.00 14. Hot water systems - Replacement equipment a. Natural Gas b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 1 gallons EF: 0.94 Pstat • • • • *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/12/2016 6:00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 • FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Ockert Ortiz Attached Addition & Remodeling Builder Name: Street: 445 NE 94th street Permit Office: Miami Shores Village City, State, Zip: Miami Shores , FL , 33138 Permit Number: Owner: Mr. Darren Ockert & Mr. Armando Ortiz Jurisdiction: 232600 Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. ••411 • Exterior thermal envelope contains a continuous barrier. : • • • • • • Breaks or joints in the air barrier shall be sealed.• • Air -permeable insulation shall not be used as a sealing maters L � • • � • • • • • • • •••• - • - Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned witti•tl'e•• • insulation and any gaps in the air barrier shall be sealed. •••• Access openings, drop down stairs or knee wall doors to unconditioned • • • • •attic spaces shall be sealed.• • • • • • ••••, • • • • •, Walls • • • • Corners and headers shall be insulated and the junction of thg 1otlhtJation • and sill plate shall be sealed. • • • • The junction of the top plate and the top or exterior walls shall'be sedled. •••••:• Exterior thermal envelope insulation for framed walls shall be tnstalfNO in • substantial contact and continuous alignment with the air barridt' •• • • • •• Knee walls shall be sealed. • • • ••••4 • , ••••I • • • • Windows, skylights and doors • The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage and cantilevered floors) Insulation shall be installed to maintain permanent contact with underside of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/12/2016 5:33 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 ' FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include O This checklist •••• • • • • •••• • • • • •• • ••• • • • •• ••••••• •• - ❑ A Form R405 report that documents that the Proposed Design complies with Set tibfe • R405.3 of the Florida Energy Code. This form shall include a summary page •••• indicating home address, e -ratio and the pass or fail status along with summary• - • • • • areas and types of components, whether the home was simulated as a worst-c$se: •; orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that•cjf •; be used for field verification (usually 4 pages/may be greater). 1 • • • • • • • •• • • • • ••• - • • ••' • • • ••-• • - • •• • • ❑ Energy Performance Level (EPL) Display Card (one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®- USRCZB v4.0 7/12/2016 5:32:49 PM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Street: City, State, Zip: Design Location: Ockert Ortiz Attached Addition & Remodeling 445 NE 94th street Miami Shores , FL , 33138 FL, Miami Builder Name: Permit Office: Miami Shores Village Permit Number: Jurisdiction: 232600 Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: •••• w • Leakage Chkrp te5istj "• CFM(50): ELA: EqLA: ACH: ACH(50): SLA: • •••• • • •• •• .•• • • • • • • •• •• • •• • ♦ • • • • •• • •• • • • • • • ••• •• • •e• • •• • • •• • • • • . • • .• • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. 7/12/2016 6:00 PM BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm •••• w • Leakage Chkrp te5istj "• CFM(50): ELA: EqLA: ACH: ACH(50): SLA: • •••• • • •• •• .•• • • • • • • •• •• • •• • ♦ • • • • •• • •• • • • • • • ••• •• • •e• • •• • • •• • • • • . • • .• • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. 7/12/2016 6:00 PM BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 445 NE 94th street Permit Number: Miami Shores , FL , 33138 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. �! R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4.• • • • ? R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections :40?•4.1.1 and 114E44 1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • • • • • • • .' • • • • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table FM/W.1 shall be inslAled in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as ablit. i Leto the methtd of cons:I4 iso.: Where required by the code official, an approved third party shall inspect all components and yeifyttjnplianct. • • • •••• • • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an ajl ��ye rate of Lit exceeding 5 air • changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8!Testingrihha1 to conduct'eaMth a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official test ng shall be'dollucted bf Rif • • • approved third party. A written report of the results of the test shall be signed by the party conatrtfQie test and I?rovided to the eon e official. Testing shall be performed at any time after creation of all penetrations of the building thermaltnvelope. • • • • • • During testing: • • • 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyonaihe iritended vW11'e. strippiritg or • other infiltration control measures; • • • 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and retum registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)411 ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: i 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/12/2016 5:33 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turri off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. ? R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies i R403.4.4.1 Storage water heater temperature controls ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). ▪ R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. . R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the esnuelsolar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Cerator•Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806,.1 %t t ethods fpySol3r Collectors• • and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, cpuepjcys in installed lar watgr • heating systems should meet the following criteria: • • • 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and... . • • • 2. Be installed at an orientation within 45 degrees of true south. ' •••• • R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the rigiilirTrtnts of 411t•• • Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved san&of ventilation • ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system isinoioperating. .' • • • • • • • R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fps shall ai2tf fit • efficacy requirements of Table R403.5.1. • • • •• ••••• • • • Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. • • R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 7/12/2016 5:33 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 4 A FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ? R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for retum side gains if the retum duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible Toad but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity ▪ R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. ' R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy serve to thebyrlcgr, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, e n dno precipitatio n is falling • and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. • • • •• R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for.rasikritial pools aryl • • inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSIW•jhe energy • • • requirements for portable spas shall be in accordance with ANSI/APSP-14. • • i outs de the heater to alllloweAll pool the heater without adjustingthe therm thermostatsetting. on- •dff's'�Vft• that is jrltltir• shutting • • • R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 6ea'orsshall have a minimum • • thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in actordanctAiliNISI Z 2'1 S! • • Pool heaters fired by natural gas or LP gas shall not have continuously buming pilot lights. • • • • • • R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP 01.4.0 when testedliri accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independentMoratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. ? R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ? R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or ' solar energy source computed over an operating season. ! RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously buming pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. ? R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 7/12/2016 5:33 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 • System Sizing Calculations - Summer Residential Load - Room by Room Component Details Mr. Darren Ockert & Mr. Armando Ortiz Project Title: 445 NE 94th street Ockert Ortiz Attached Addition & Remodeling Miami Shores, FL 33138 Reference City: Miami IAP, FL 7/12/2016 Temperature Difference: 18.0F(MJ8 99%) Humidity difference: 57gr. Cotnponen,Loals or Rootri #9,Vlain' • Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 NFRC 0.50, 1.30 No No N 1.0ft 1.7ft 133.3 0.0 133.3 34 34 4564 Btuh 3 1 NFRC 0.50, 1.30 No No S 1.0ft 1.7ft 36.0 36.0 0.0 34 36 1232 Btuh 4 1 NFRC 0.50, 1.30 No No S 1.0ft 1.7ft 45.0 45.0 0.0 34 36 1540 Btuh 5 1 NFRC 0.50, 1.30 No No S 1.0ft 1.7ft 35.8 35.8 0.0 34 36 1226 Btuh 6 1 NFRC 0.50, 1.30 No No E 1.0ft 1.7ft 66.5 0.0 66.5 34 72 4797 Btuh 7 1 NFRC 0.50, 1.30 No No E 1.0ft 1.7ft 8.1 0.0 8.1 34 72 586 Btuh 12 1 NFRC 0.50, 1.30 No No W 1.0ft 1.7ft 36.0 0.0 36.0 34 72 2597 Btuh 13 1 NFRC 0.50, 1.30 No No W 1.0ft 1.7ft 3.8 0.0 3.8 34 72 270 Btuh 14 1 NFRC 0.50, 1.30 No No W 1.0ft 1.7ft 48.6 0.0 48.6 34 72 3503 Btuh 15 1 NFRC 0.50, 1.30 No No W 1.Oft 1.7ft 8.1 0.0 8.1 34 72 586 Btuh Window Total 421 (sqft) 20901 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Concrete BIk,Hollow- Ext 0.13 5.0/0.0 247.3 2.4 586 Btuh 2 Concrete BIk,Hollow - Adj 0.13 5.0/0.0 202.7 2.4 480 Btuh 3 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 340.5 2.4 tea ltuh 4 - Int 0.13 0.0/0.0 112.0 co • . • •p •Btuh 5 - Int 0.13 5.0/0.0 104.0 Ai.. : •••0 lituh 6 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 437.6 2•4•••• 103ISAtuh 18 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 237.4 2.4•:. 56 Btuh Wall Total 1681 (sqft) .... X470 ,1Eltuh Doors Type Area (sqft) HTS • . ' i:ctdd • • 1 Wood - Exterior 33.3 444.1.1, , j43 •Btuh Door Total 33 (sqft) •.'.•' '143etuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HT44... Load 1 Vented Attic/Light/Tile 0.032 30.0/0.0 2476.9 1;02 • : Q524 .Btuh Ceiling Total 2477 (sqft) • • 15111Auh Floors Type R -Value Size HTM ' Load • • 1 Slab On Grade 0.0 2477 (ft -perimeter) 0.0 • •0 Btuh Floor Total 2476.9 (sqft) 0 Btuh • Zone Envelope Subtotal: 27038 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.23 19815 0.62 67.4 Load 1334 Btuh Internal gain Occupants Btuh/occupant Appliance 5 X 230 + 1200 Load 2350 Btuh Sensible Envelope Load: 30722 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DGM of 0.122) 3735 Btuh Sensible Zone Load 34457 Btuh EnergyGauge® / USRCZB v4.0 .• • • • .• • • Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. Darren Ockert & Mr. Armando Ortiz Project Title: Climate:FL_MIAMI_INTL_AP 445 NE 94th street Ockert Ortiz Attached Addition & Remodeling Miami Shores, FL 33138 7/12/2016 Compo nerit Loads for Room #2 Y Master Bedroom' Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 9 10 11 1 NFRC 0.50, 1.30 No No E 1 NFRC 0.50, 1.30 No No E 1 NFRC 0.50, 1.30 No No E Window Total 1.0ft 1.7ft 1.0ft 1.7ft 1.0ft 1.7ft 14.4 0.0 14.4 45.2 0.0 45.2 30.1 0.0 30.1 90 (sqft) 34 72 34 72 34 72 1042 Btuh 3262 Btuh 2168 Btuh 6472 Btuh Walls 7 8 9 10 11 12 Type U -Value R -Value Area(sqft) HTM Cav/Sheath Concrete BIk,Hollow- Ext 0.13 5.0/0.0 76.0 2.4 - Int 0.13 5.0/0.0 135.0 0.0 ConcreteBlk,Hollow -Adj 0.13 5.0/0.0 140.7 2.4 Concrete BIk,Hollow- Ext 0.13 5.0/0.0 249.3 2.4 ConcreteBlk,Hollow - Ext 0.13 5.0/0.0 203.0 2.4 -Int 0.13 5.0/0.0 156.0 0.0 960 (sqft) Wall Total Load 180 Btuh 0 Btuh 333 Btuh 590 Btuh 481 Btuh 0 Btuh 1584 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 2 Vented Attic/Light/Tile Ceiling Total 0.032 30.0/0.0 526.9 527 (sqft) 1.02 537 Btuh 5,17.6tuh Floors 2 Type Slab On Grade Floor Total R -Value Size 0.0 527 (ft -perimeter) 526.9 (sqft) HIM • • . 0.00• Zone Envelope Subtota : • Lt) arlr • Y . • ••.0 Btuh • egiuh 859' Btuh Infiltration Type Wholehouse ACH Natural 0.23 • Volume(cuft) Wall Ratio CRP. • 6323 0.28 30:::: Load db. %Ruh Internal gain Occupants 2 Btuh/occupant Appljpar.. X 230 + Q " : Load. 460 Btuh Window Panes SHGC U Sensible Envelope Loyd: ••. -- - 9662 Btuh •••• Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 0.127) 1290 Btuh Shaded Unshaded Sensible Zone Load 10892 Btuh Component Load forrRoo lusc,Room. EnergyGauge® / USRCZB v4.0 • •• • • • • • • .• •..... • . t Page 2 Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 2 1 NFRC 0.50, 1.30 No No N 1.0ft 1.7ft 42.0 0.0 42.0 34 34 1438 Btuh 8 1 NFRC 0.50, 1.30 No No E 1.0ft 1.7ft 27.0 0.0 27.0 34 72 1947 Btuh Window Total 69 (sqft) 3385 Btuh EnergyGauge® / USRCZB v4.0 • •• • • • • • • .• •..... • . t Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. Darren Ockert & Mr. Armando Ortiz Project Title: Climate:FL_MIAMI_INTL_AP 445 NE 94th street Ockert Ortiz Attached Addition & Remodeling Miami Shores, FL 33138 7/12/2016 Walls Type U -Value R -Value Cav/Sheath Area(sqft) HTM Load 13 ConcreteBlk,Hollow - Ext 0.06 13.0/0.0 139.3 1.2 170 Btuh 14 - Int 0.06 0.0/0.0 90.0 0.0 0 Btuh 15 - Int 0.06 0.0/0.0 90.7 0.0 0 Btuh 16 ConcreteBlk,Hollow - Ext 0.13 5.0/0.0 83.7 2.4 198 Btuh 17 - Int 0.13 0.0/0.0 110.7 0.0 0 Btuh Wall Total 514 (sqft) 368 Btuh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 3 Vented Attic/Light/Tile 0.032 30.0/0.0 314.1 1.02 320 Btuh Ceiling Total 314 (sqft) 320 Btuh Floors Type R -Value Size HTM Load 3 Slab On Grade 0.0 314 (ft -perimeter) 0.0 0 Btuh Floor Total 314.1 (sqft) 0 Btuh Zone Envelope Subtotal: 4073 Btuh Infiltration Type Wholehouse ACH Natural 0.23 Volume(cuft) Wall Ratio CFM= 2513 0.09 10.3 Load 203 Btuh Internal gain Occupants 1 Btuh/occupant Appliance X 230 + 0 • Load. •2•11 . tuh • .• Sensible Envelope Load' • • 45d6 Ettuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) • (DGM of 0.12?j• • 574 Btuh Sensible Zone Load .. 5.080 Btuh The follow ngiwindcw Excursion wild b .• 4 $ assigned to, the'system loads: . 0"1• •-0 4.;_ �-V • • y, • • • • • •• • .•• • • • • • • • • • • Windows Duct load July excursion for System 1 July excursion for System 2 Excursion Subtotal: •..6 Ktuh 1037 Btuh 1037 Btuh 132 Btuh Sensible Excursion Load 1170 Btuh EnergyGauge® / USRCZB v4.0 • • Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. Darren Ockert & Mr. Armando Ortiz Project Title: Climate:FL_MIAMI_INTL_AP 445 NE 94th street Ockert Ortiz Attached Addition & Remodeling Miami Shores, FL 33138 7/12/2016 SYSTEM GROUPS( LOCK L©4DSJ" Cooling Loads For System(s): 1 Serving Zones: 1 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.122) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block Toad . . . .... 30722 Btuh 0 Btuh 3735 Btuh 0 Btuh 34457 Btuh 2b'I f Btuh • • 1.134.131p h ▪ 1000 r3Tuh ggMuh . 427▪ 03 lEttuh . . . .. . Cooling Loads For System(s): 2 Serving Zones: 2, 3 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.127) (Includes 132 Btuh due to window excursion) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block Toad . • • • • . .. • • • 14468 Btuh 1QQ7 ptuh 19▪ 36 Btuh 0 Btuh 17141 Btuh 1589 Btuh 733 Btuh 600 Btuh 1800 Btuh 21863 Btuh • • . • . . . • • • • • EnergyGauge® / USRCZB v4.0 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. Darren Ockert & Mr. Armando Ortiz Project Title: Climate:FL_MIAMI_INTL_AP 445 NE 94th street Ockert Ortiz Attached Addition & Remodeling Miami Shores, FL 33138 7/12/2016 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 45928 Btuh Sensible Duct Load 5671 Btuh Total Sensible Zone Loads 51598 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 51598 Btuh Totals for Cooling Latent infiltration gain (for 57 gr. humidity difference) 40G• lituh Latent ventilation gain '..• ; ..p Qtuh • • Latent duct gain • • 1967gtuh • . Latent occupant gain (8.0 people @ 200 Btuh per perso] • • n • 1600 8tuh Latent other gain • • • 52Qp ptuh Latent total gain • • •' 12968 'Btuh TOTAL GAIN .• • . 64666 atuh • • . . • EQUIPMENT . . • •. • 1. Central Unit 2. Central Unit Lennox #XC20-048 Lennox #XC20-024 48000 Btuh 24000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half dosed For Draperies: Assume medium weave, half dosed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Haff('%)) (Omt - compass orientation) Version 8 • .• ••• . • EnergyGauge® / USRCZB v4.0 Page 5 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Mr. Darren Ockert & Mr. Armando Ortiz Project Title: 445 NE 94th street Ockert Ortiz Attached Addition & Remodeling Miami Shores, FL 33138 Building Type: User 7/12/2016 Reference City: Miami IAP, FL (Defaults) Winter Temperature Difference: 18.0 F (MJ8 99%) Component Loads;for Room #1:Main Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 3 4 5 6 7 12 13 14 15 1, NFRC 0.50 Metal 1.30 N 133.3 23.4 1, NFRC 0.50 Metal 1.30 S 36.0 23.4 1, NFRC 0.50 Metal 1.30 S 45.0 23.4 1, NFRC 0.50 Metal 1.30 S 35.8 23.4 1, NFRC 0.50 Metal 1.30 E 66.5 23.4 1, NFRC 0.50 Metal 1.30 E 8.1 23.4 1, NFRC 0.50 Metal 1.30 W 36.0 23.4 1, NFRC 0.50 Metal 1.30 W 3.8 23.4 • 1, NFRC 0.50 Metal 1.30 W 48.6 23.4. 1, NFRC 0.50 Metal 1.30 W 8.1 23.4 Window Total 421.2(sqft) 1 • • • ' • : 3120 Btuh 842 Btuh 1053 Btuh 838 Btuh 1556 Btuh 190 Btuh 842 Btuh 88.Jtuir 113¢•l tuhL 190 Bt1.J 9857 Btph Walls 1 2 3 4 5 6 18 Type Ornt. Ueff. R -Value Area X HTM= • (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 247 2.37 1 Conc Blk, Hollow - Adj (0.132) 5.0/0.0 203 2.37 • Conc BIk,Hollow - Ext (0.132) 5.0/0.0 341 2.37 ; - Int (0.132) 0.0/0.0 112 0.00 ' - Int (0.132) 5.0/0.0 104 0.00: Conc Blk,Hollow - Ext (0.132) 5.0/0.0 438 2.37 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 237 2.37 Wall Total 1681(sqft) • . • • .'. " ' •. • • ' Load • • 586•Btuh 481201g.rh. 806 Btuh Mal b Btuh 1036'Bfuh 562'Atuh' 3470 Btuh Doors 1 Type Storm Ueff. Area X HTM= Wood - Exterior, w (0.290) 33 5.2 Door Total 33(sqft) Load 174 Btuh 174Btuh Ceilings 1 Type/Color/Surface Ueff. R -Value Area X HTM= Vented Attic/LTile (0.032) 30.0/0.0 2477 0.6 Ceiling Total 2477(sqft) Load 1420 Btuh 1420Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 292.0 ft(perim.) 21.2 Floor Total 2477 sqft Load 6202 Btuh 6202 Btuh Room Envelope Subtotal: 21123 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.30 19815 0.62 89.9 1778 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DLM of 0.193) 4420 Btuh Room #1 Sensible Room Subtotal 27322 Btuh • • • • • • • • • • • • EnergyGauge® / USRCZB v4.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Mr. Darren Ockert & Mr. Armando Ortiz Project Title: 445 NE 94th street Ockert Ortiz Attached Addition & Remodeling Miami Shores, FL 33138 Building Type: User 7/12/2016 'Component Loads for Roon 2: MasterBedroom a Window Panes/Type Frame U Orientation Area(sqft) X HTM= Frame U Load 9 10 11 1, NFRC 0.50 Metal 1.30 E 14.4 23.4 1, NFRC 0.50 Metal 1.30 E 45.2 23.4 1, NFRC 0.50 Metal 1.30 E 30.1 23.4 Window Total 89.7(sqft) 2 1, NFRC 0.50 338 Btuh 1058 Btuh 703 Btuh 2100 Btuh Walls 7 8 9 10 11 12 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 76 2.37 - Int (0.132) 5.0/0.0 135 0.00 Conc BIk,Hollow -Adj (0.132) 5.0/0.0 141 2.37 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 249 2.37 I Conc BIk,Hollow - Ext (0.132) 5.0/0.0 203 2.37 • - Int (0.132) 5.0/0.0 156 0.00. Wall Total 960(sqft) ••• : • •... Load 180 Btuh 0 Btuh 33ehroulo 59p tuhl, 481 Beta 0 BUJh 1584 Btuh Ceilings 2 Type/Color/Surface Ueff. R -Value Area X HTM= f....• Vented Attic/L/Tile (0.032) 30.0/0.0 527 0.6 • Ceiling Total 527(sqft) • • • • • Load." 302•latuh 362Bt * Floors 2 Type Ueff. R -Value Size X HTM= : Slab On Grade (1.180) 0.0 99.0 ft(perim.) 21.2 ' Floor Total 527 sqft ; • .•. • • Load • 213 2103 Btuh Window Total Room Envelope Subtotal: •• . •••• . . • 6089•11tuh. Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.30 6323 0.28 41.0 812 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DLM of 0.156) 1075 Btuh Room #2 Sensible Room Subtotal 7976 Btuh Component Loads for Room43:-Music Room- Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 2 1, NFRC 0.50 Metal 1.30 N 42.0 23.4 983 Btuh 8 1, NFRC 0.50 Metal 1.30 E 27.0 23.4 632 Btuh Window Total 69.0(sqft) 1615 Btuh • . • • • • • • . • • . • • EnergyGauge® / USRCZB v4.0 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Mr. Darren Ockert & Mr. Armando Ortiz Project Title: 445 NE 94th street Ockert Ortiz Attached Addition & Remodeling Miami Shores, FL 33138 Building Type: User 7/12/2016 Walls 13 14 15 16 17 Type Ornt. Ueff. R -Value Area X HTM= (Cav/Sh) Conc BIk,Hollow - Ext (0.064) 13.0/0.0 139 1.15 - Int (0.064) 0.0/0.0 90 0.00 - Int (0.064) 0.0/0.0 91 0.00 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 84 2.37 - Int (0.132) 0.0/0.0 111 0.00 Wall Total 514(sqft) Load 161 Btuh 0 Btuh 0 Btuh 198 Btuh 0 Btuh 359 Btuh Ceilings 3 Type/Color/Surface Vented Attic/L/Tile Ceiling Total Ueff. R -Value Area X HTM= (0.032) 30.0/0.0 314 0.6 314(sqft) : •' • Load 180'BtL1t. 18ddtLh Floors 3 Type Slab On Grade Floor Total Ueff. R -Value Size X HTM= (1.180) 0.0 73.0 ft(perim.) 21.2 314 sgft " - - • Mai". Load• • 1551 Bti Tt. 155j Btur •• Room Envelope Subtotal: •• • • •• 3704.13tub • • • •• 9 Infiltration Type Natural Wholehouse ACH Room Volume Wall Ratio CFM= 4 0.30 2513 0.09 13.7 4 1 • • • C` • - • Th1 Btuh • Duct Toad Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DLM of 0.156) •• • •••• 619'Btuh' Room #3 Sensible Room Subtotal 4594 Btuh SYSTEM GROUPS (BLOCKLOADS)'; Heating Loads For System(s):1 Serving Rooms: 1 Block load 27322 Btuh Heating Loads For System(s):2 Serving Rooms: 2, 3 Block load 12570 Btuh • •• ••• • • EnergyGauge® / USRCZB v4.0 Page 3 Manual J Winter Calculations Residential Load - Component Details (continued) Mr. Darren Ockert & Mr. Armando Ortiz Project Title: 445 NE 94th street Ockert Ortiz Attached Addition & Remodeling Miami Shores, FL 33138 Building Type: User 7/12/2016 /WHOLE HOUSE TOTALS Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 39892 Btuh 0 Btuh 39892 Btuh EQUIPMENT • • • • • •• • • • ••• • • • 1. Electric Strip Heat 2. Electric Strip Heat ••.44120 Bjuh • ...1e400 Britt • • • • Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) • • •• •• or - Glass as 'Clear' or 'Tint' (Uses U -Factor and SHGC defaults) • ' U - (Window U -Factor) HTM - (ManualJ Heat Transfer Multiplier) •• • Version 8 • • • • • • • •'• • • • • EnergyGauge® / USRCZB v4.0 Page 4 Ceilings(44) 1 Ducts(11.8%) ) Residential System Sizing Calculation Summary Mr. Darren Ockert & Mr. Armando Ortiz Project Title: 445 NE 94th street Ockert Ortiz Attached Addition & Remodeling Miami Shores, FL 33138 7/12/2016 Location for weather data: Miami IAP, FL - Defaults: Latitude(26) Altitude(30 ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (78F) Humidity difference(57gr.) Winter design temperature(MJ8 99%) 52 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 18 F Summer temperature difference 18 F Total heating load calculation 39892 Btuh Total cooling Toad calculation 64566 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 126.6 50520 Sensible (SHR = 0.75) 104.7 54000 cfm 2861 Btuh Latent 138.8 18000 6115 Btuh Subtotal Total 111.5 72000 WINTER CALCULATIONS Winter Heating Load (for 3318 soft Load component Load Load Window total 580 Window total 580 sqft 13571 Btuh Wall total 3156 sqft 5413 Btuh Door total 33 sqft 174 Btuh Ceiling total 3318 sqft 1902 Btuh Floor total See detail report 9855 Btuh Infiltration 145 cfm 2861 Btuh Duct loss Btuh Sens. Ventilation 0 6115 Btuh Subtotal Blower Load 39892 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1967 Btuh 39892 Btuh Summer Cooling Load (for 3318 soft Wells(13.6%) ••.• • • •••• • • • • •c • •.• • • ' ndoas(34.0?4;i • • • • • • • • • Floors(24.7%) SUMMER CALCULATIONS Load component Load Window total 580 sqft 31795 Btuh Wall total 3156 sqft 5422 Btuh Door total 33 sqft 143 Btuh Ceiling total 3318 sqft 3381 Btuh Floor total 0 Btuh Infiltration 108 cfm 2146 Btuh Internal gain 3040 Btuh Duct gain 5671 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 51598 Btuh Latent gain(ducts) 1967 Btuh Latent gain(infiltration) 4200 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 6800 Btuh Total latent gain 12968 Btuh TOTAL HEAT GAIN 64566 Btuh 8th Edition Ceilings(52%) •• • • • •• • • • • wTms(ATi • • • • • • • InfI.(7.2!1 I Doors(6.4%) 1 ••• • • • • • 1.11indows(492%) Walfs(8.4%) Doors(0.2%) Infil.(9.6%) `Latent int(10.5%) Int.Gain(4.7%) EnergyGaugee System Sizing PREPARED BY: DATE: o-/14//6 EnergyGauge® / USRCZB v4.0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 ERProduct 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 cotnply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 560" Aluminum Project Out Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets -1 through 6 of 6, dated 02/24/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with• tke. Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. • • • • • MISSILE I6 • IPAET RATING: Large and Small Missile Impact Resistant LABELINNCr act unit shall bear a permanent label with the manufacturer's name or logo, city, state, Mime •and f�ilpyvjtg statement: "Miami -Dade County Product Control Approved", unless otherwise noted h�l;P•it1. •••• k EWAII ttf•t is NOA shall be considered after a renewal application has been filed and there has been no change in tl> •dlTplicable building code negatively affecting the performance of this product. ` 111111 NA.TIQrI of this NOA will occur after the expiration date or if there has been a revision or change in'the•materiai , use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement df any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. _ The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy MIAMI•DADE COUNTY APPROVED NOA No. 15-0406.09 Expiration Date: May 26, 2021 Approval Date: July 02, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.05) 2. Drawing No. W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision E dated 06/23/15, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.05) C. • • CALCULATIONS • • •.:. • 1. . Aichor verification calculations and structural analysis, complying with FBC 5th • • • • •Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, • • •bsigned and sealed by Javad Ahmad, P.E. • • • • 2. . . • • • .Ming complies with ASTM E1300-09 . .... 11•••••QUAJ4IT4• ASSURANCE **.• • 1. • Mtami-Dade Department of Regulatory and Economic Resources (RER) .. . • E. •.:MATERIAL CERTIFICATIONS •1. • • Nofice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their • "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. E-1 Manuel z, P. E. Product Contr l E aminer NOA No. -0406.09 Expiration Date: May 26, 2021 Approval Date: July 02, 2015 • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5te Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc.,.dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.05) G. OTHERS 1. Notice of Acceptance No. 13-0206.06, issued to Eco Window Systems, LLC for their Series "Eco -Guard 560" Aluminum Projected Out Window — L.M.I., approved on 05/02/13 and expiring on 05/26/16. • •• • • • .. • • • • . • • • • • • • • • •.. .. .. • • • •. . .... ••.. •..• • • • •••• •.•• • ..• • . • • •• . •• •.• • • • • E-1 Manue '•r:f,P.E. Product Con rol E aminer NOA No. 5-0406.09 Expiration Date: May 26, 2021 Approval Date: July 02, 2015 WOW. WIDTH WOW. HEIGHT 19-1/8' 26-1 2" 53-1/8" 53-1/8" 32" 53-1/8" 37' 53-1/8" 42" 46-3/4' 48' 40-7/8" 53-1/8' 37- FALSE MUNTINS (SURFACE APPLIED) MAY 8E 05E0 n 42 w 8 C 3 co O -) N 53 1/8" WINDOW WIDTH 51 1/8" VENT WIDTH 45 1/2" D.1. OPG. ga MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR ,SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 7' MAX. HEAD/SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE & SMALL' MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO -GUARD SERIES -560 ALUMINUM PROJECT -OUT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER WINDOW TYPES IN MODULES OF 1WO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING C000 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCIIORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 8E AS USTEO, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN T11ESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 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. , LI 9 3/4" MAX. .{I HEAD SILL TYPICAL ELEVATION 1/8" HEAT STREMD. GLASS .090" Interloyer DuPont Dutocite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'O. GLASS SILICONE DOW CORNING 899 11111 111.11 wO w *..F-41 (c) AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY GLASS TYPE •A' LOCKING POINTS SEE CHART WOW. HEIGHT UPTO 26" NO. OF KEEPERS AT SASH 2 38-3/8" 50-5/8' 4 53-1/8" 4 a 1/8" TEMP. GLASS 3/8' NR SPACE 1/8" HEAT STREN'D. GLASS .090' Intorloyer DuPont 'Butocite PVB By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 • 41.1g111 • co • • • • •• • •• • GLAZING OPTIONS • • • • • • • •• • • • •••• •• • • • •• 474•POINTS • SIMS • •• • • • (PLASS TYPE 'AA'• ••e TYPICAL ELEVATION 6" MAX. HEAD/SILL CORNERS SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. CLASS NOTCH 01/k2INO BEAD LEG TO CLEAR BLOCKS Engr: JAYAD AMMO CA/11 M. PE 17I 92 CAN. 3 ••• • • 0 23 2015 ••• • • • • •L• i • • • • • • • • • • • • ••• • • •. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMP-ANL\W11 -08EC0 9 ce a 0 Ln 0 0 S rc 0 a .4 z 9 a drawing no. W11-08 (-sheet 1 of 6 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE METAL DIST. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 MIAMI-DADE COUNTY APPROVED j1 II MULLION & MULLION ANCHORS I I:SEE SEPARATE NOA 1 I I ED°ISTGE I j �'II ill ti TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE. BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS 'SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA _1),I TRACON BY .ELCO' (F0-177 KSI, Fy-155 K51) 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 1-1/4" MIN. EMBED INTO. CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SM OR c F DRI IN SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSf MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) j12 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGFAMErf INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SRL OR JAMBS SG - 0.55 MIN. • • • • • : • : C4�OW FIFIL 0OOR R "SILLNORMAL WEIGHT CMU 3000 JAMBSMIN. • • f m - 2000 PSI HIN. • •• • • • • ••• • • •• ••• •• • • • •• a EnR.- JAVAD AH MAD L FLA 70592 • ••• • • ••• •••.A r • PRODUO•'RBVirsED • • • • • • '/ TYPICAL ANCHORS ' BufldhR •odc y��y�� •��-f • . • I 1015 SEE ELEV. Acclimate No 110 & VTG"��-•L�/� • • 7 Jr FOR SPACING ., ., Date STI'{._ /02 • • P/ •adc Product Co' ••• • • • ••• • • • • • • • • • • • • • ••• • • l• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W 1 1 -08 (sheet 2 of 6 ) 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING ILA METAL STRUCTURE - SCREEN OPT. 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIOTH WINDOW WIDTH MIAMI-DADE COUNTY APPROVED MULUON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 w 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING ..uDUCE REVISED complying wish The FloIide 6 auildmg Cods 15.. Ad06. 0/ .Acaptulw No J. �+l Erp r Dau1ZN221 • ....•.. . • • .. • • • say • • • • . .. • • • • • • • . • • • ••• • • ••• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • •• • • a Ergr: JAVAD AHMAD CML FLA PE 70592 C.A.N. J8 ••• • JUN 015 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • V 0 0 CD ( o J y J W � g W-2 .r7) o onc Z 3 tz z6 po ()O _ w Wrn� O Q 0 N fr X 12 6 2 0 2 N a m 0 0 w 4 drawing no. W11-08 sheet 3 of 6 J EDGE OIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING A' TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. EDGE DIST. EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING jr MIAMI—DADE COUNTY APPROVED 1� I MULLION & MULLION ANCHORS I I I SEE SEPARATE NOA iI 1 II EDGEI1 II DIST. A I1 II In, TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX SHIMS TYPICAL ANCHORS. SEE ELEV. FOR SPACING a 0 PRODUCT REVISED as complying with Iho Florida A«� D 201.0 oat Dene .T��r�t • / •• ••• • • • • • • •or • • • • •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • ••• •.. • • • • • • L• • • • • • • • • • • • • • • • • • • • •• • •• • • ••• •• • • Engr: JAVAO AHMAD CML ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • .• • •• •• • • • •• •• ••• • • • ••• • • 14.9 COMP-ANL\W11 -08EC0 . 8 3B g 1 \ drawing no. W11-08 (sheet 4 of g] • FRAME HEAD/SILL/JAMB 2.354 2.094 062-- .719 .372 ' 2.813 .896 .590 1.582—d VENT O GLAZING ,BEAD (LAM. GLASS) 15 FLUSH FRAME ADAPTER I1--.130 803 I .045 1-1.172--i O GLAZING BEAD (INSUL. LAM. GLASS) CORNER KEY 245 .780 —I.120 -I I .720 -- Q SNUBBER — VENT 245 .780 1—x.120 1.-1.256 f 8 SNUBBER — FRAME ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 (501 4 FRAME HEAD/SILL/JAMB 6063-16 - 2 E502 4 VENT 6063-76 - 3 FY108 AS REOD. GLA2ING BEAD (LAM. GLASS) 6063-76 - 3A E505 AS REOD. GLAZING BEAD (INSUL. LAN. CLASS) 6063-76 - 4 E508 AS READ. SNUBBER - VENT, FULL LENGTH 6063-76 - 4A E509 A5 RUM_ SNUBBER - FRAME, FILL LENGTH 606.3-76 - 5 E506 OPTIONAL SCREEN FRAME 6063-16 - 7 /10 X 1-1/4"i AS READ. FRAME AND VENT ASSEMBLY SCREWS - 11 WS SMS 8 E203 ; A5 REOD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS 6E00. GLAZING BEAD BIRD, DUROIAETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGES ST. STEEL TRUTH, INSTALLED WITH (2) /10 X 5/8' SDS 11 13096.92 1' MULTI POINT LOCK SYSTEM - TRUTH 12 31964.92 A5 REDO. KEEPER STEEL TRUTH 13 52.13.012 1/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH, AT 12' FROM ENDS 14 PSJ40-53 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS READ. FLUSH FRAME ADAPTER 6063-16 OPTIONAL 16 - 2 ANTI SAG SKATE. AT 4-1/2" FROM EACH END NYLON M@M PLASTICS 17 /10 X 1-1/4" 2/ SKATE FH SOS SKATE SCREWS - - 18 /8 X 3/4' AS REOD. FH 5345 SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4' 0.0. 19 - AS READ. SETTING BLOCK, 3/16" X 3/4" X 4' LONG EPOM DUROMETER 8085 SHORE A 20 FLB-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 21 - - INSUL. GLASS EDGE SPACER 5T. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT EACH JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILT_ FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X'5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP CORNERS FASTENED WITH (3) #10 X 5/8".P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 B1 RU11,1• LOCATED AT MIDSPAN OF FRAME SILL • FASTENED WITH (6) #10 X 1" P PH SMS•• ••• OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS • ••• • ANTI -SAG SKATES: • • • •• ••• • • • • • • PRODUCTREVISED as complying ld the Flmlde Building Code Acceptance No E .Irotlo, Dstc Jr—WI' • • • • • •• / / By ./ li. " ado ..,.,, ra ol. NYLON ANTI—SAC SKATES 81' 'M&M PLA?TtS' :• (2) AT BOTTOM RAIL AT 4-1/2" FROM, ENDS • EACH FASTENED WITH (2) #10 X 1-1/4" P FH SOS. • • ••• • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • •• •• ••• • • ••• •. • • • • (n JAVA° AHMAD CML FLA. PE / 70592 CAN.3 !•• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • JU 2.015 o‘o oZ2 (44"u 0 0 U ) 9 0 V 0 0 i1 (U o J 2 IR l*3 g 03 ,01%10 Q o 11 1n o•- • 3z}^n o U,—wFW o, u .71 5 .4 0 1 • drowing no. W11-08 (eheel 5 of 6 • PRODUCT REVISED As complying with the Phxlda As...pia Code J., X 09 Acceptance No L , , , , .,Fe %t1.r� _ 2021 • • • • • • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • • • •• • • • • •• • • .. • • .. • ••• . • Engr: JAVA() AIWA() CML FU. PE ( 592 C.A.N. ••• • 32015 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • •. z °O51 gE ti 046-91 -ming e COMP-ANL\W11-08EC0 J J 3 V) O V W w CO Fn n m Qm M 3OOM 0 Z W m 0 <J... cri J ti . 8 W o FAX (305) 885-5902 Pe gplgg T u E drawing no. W11-08 (sheet 6 of 6 ) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 "Eco -Guard 550" Aluminum Fixed Window - L.M.I. MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia m id ad e.govieconom�r .LA,PrItOVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", s'lxe.is 1 through 6.of 6, dated 02/28/11, with revision D dated 06/23/15, prepared by'A1-Farooq Corporation, sine d.and sealed ey Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp wail the NoOci of:Acceptance number and expiration date by the Miami -Dade County Product Control Seetion. $°SALE ItikaT RATING: Large and Small Missile Impact Resistant JtA$FLINgt, Emit unit shall bear a permanent label with the manufacturer's name or logo, city, state, sdt185, and foll8Mng statement: "Miami -Dade County Product Control Approved", unless 'otherwise noted herein. • • REIIICWAL ofxbis 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. TERiOIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 15-0406.11 Expiration Date: May 05, 2021 Approval Date: July 02, 2015 Page 1. Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3145, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. •.:• .. • . AJTI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 12/29/10, signed and • •.sealid by Candido F. Font, P.E. . • : (.Suimitted under NOA No. 11-0309.0V .. • • 3. ' i' t'reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 •• • • :.4.148 with marked --up, drawings and installation diagram of an aluminum fixed • •• •• •• .window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. •• • • • • • • •H tI-10-3148, dated 12/29/10, signed and sealed by Candido F: Font, P.E. • •• l �Sibmitted under NDA No. 11-0309.07) •.. .• .• . .. C. CALCINATIONS • •1. Anchor verification calculations and structural analysis, complying with FBC Ste Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 and 06/23/15, 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-1 Manue ex, P.E. Product Conti xaminer NOA No. 15-0406.11 Expiration Date: May 05, 2021 Approval Date: July 02, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. - Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-10-3145, HETI-10.3146, HETI-10-3147, HETI-10-3148 and HETI-10.3149, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11.0309.07) G. OTHERS 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC for their Series "Eco -Guard 550" Aluminum Fixed Window - L.M.I., approved on 05/02/13 and expiring on 05/05/16. • .. • . • •... . •• •. . • • • • • • • •• • .. •.,: • • • ..•• • • ••.. ..•. • • • •••• • •••• • • • • • .• • .• • • • • • -• • E-2 Ma el ' P.E. Product Contro miner NOA No. 15-0406.11 Expiration Date: May 05, 2021 Approval Date: July 02, 2015 FALSE MUNRNS (SURFACE APPUED) AIA? BE USED WINDOW HEIGHT WINDOW WIOTH O.L. OPG. J 0 4 _L 10 1/2" MAX. HEAD SILL TYPICAL ELEVATION 1/8" HEAT STREN'0. GLASS .090" interlayer DuPont Butocite PVB By Kuroray Americo, Inc.' 1/8" HEAT STREN'O. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'A' 5 6" MAX. HEAD/SILL CORNERS 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT. STREAM. CLASS .090" Interlayer DuPont Butacite PV8 By 'Kuroray Americo, Inc.' 1/6" HEAT STREW!). CLASS SILICONE DOW CORNING 899 AT 1/4 POINTS All SIZES GLASS TYPE 'AA' GLAZING OPTIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ME NOT REQUIRED. ECO -GUARD SERIES -550 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 'REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST 8E 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. 3/16" HEAT STREN'D. GLASS .090" Interlayer DuPont Bulocile PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREW!). GLASS .3 c1111 TilII.. t • • ••• ••• • yLT 1/4 PONT* ON,LITiS • • • • • OIAVIDERaTHAN•3•" l 4LY• • • • • •• • • • • • •• • • SIUCONE DOW CORNING 889 • • • • • • • PRODUCT REVISED as complying with the Florida Bde uilding No • Dale -1/1.%_ Product 1, • SETTIAq BLOCKS AT GfASS AND INS UL. LAM. GLASS • • • • • NO CTU GLAZING BEAD LEG TO CLEAR BLOCKS GLXSS nets 'I)' • • • En9c JAVAD AHYAD CML FLA PE / 70502 CAN. 3538 23201' 6.21... 21 8 8 a 9i 6 drawing no. W11-10 (sheet 1 oT 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DINS. GLASS TYPE "A" GLASS TYPE 'AA' GLASS TYPE '8' AINDOY DIMS. MASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'E' WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 30' 36" 42" 48" sa" 60' 66" 48" 70.0 75.0 70.0 75.0 70.0 75.0 26-1/2' 32' 37' 42" 46' 53-1/8' 56" 60' 63' 50-5/8' 70.0 75.0 70.0 ; 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 61.7 66.1 70.0 • 75.0 70.0 75.0 54.0 57.e 70.0 75.0 70.0 75.0 54.0 57.8 70.0 1 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 51.2 54.8 70.0 • 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30' 36' 42" 48" 54' 60" 66" 54" 70.0 75.0 . 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 26-1/2' 32" 37" 42'_ 48" 53-1/8" 56" 60' 63' 63 70.0 75.0 70.0 75.0 70.0 75.0 54.0 57.8 '70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 68.9 73.8 • 68.9 73.8 70.0 75.070.0. 1 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.6 61.7 66.1 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 70.0 ' 75.0 70.0 75.0 30" 36" 42' 48' 54" 60" 66" 60" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 -75.0 - - 66.4 71.1 66.4 71.1 61.7 66.1 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 - - 70.0 75.0 70.0 75.0 - - 59.0 63.2 59.0 63.2 - - 68.9 73.8 68.9 73.8 26-1/2" 32' 37' 42' 48' 53-1/8" 76• 70.0 75.0 70.0 ' 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 70.0 75.0 70.0 75.0 70.0 75.0 30' 36" 42"66, 48" 54' 60" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - _ 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2' 32' 37' 42' 48" 80' 70.0 75.0 70.0 75.0 70.0 75.0 - , - 68.9 73.8 68.9 73.8 70,0 75.0 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 - - 70.0 75.0 70.0 75.0 30' 36" 42' 48' 54' 72' 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2' 32" 37" 42' 48' 84" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70,0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 70.0 75.0 70.0 75.0 30" 36" 42' 48' 78' 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2' 32' 37" 42" 90" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30' 36'84, 42" 48" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32"96' 37' 42' 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30" 36' 42' 90' 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 • • • •5 .0� • • • • • • M 70.0 • • • . • • • • • • • 75.0 • • • • • - - . 70.0 75.0 70.0 75.0 30" 36' 42' 96' - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 • • ••' • • • • • • ••• • • • • • • •• L 7 %0P W BOLE: WIDTH AND LENGTH 09IENSIONS CAN 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASV •ON •ASPM E130 S-0 9•(•3•SEC. 18199:1S)!: • • • • • • • • • • •• • • • • • •• • • • • -• •• •• • •• • • • PRODt1C1' BVV1h$eo OmFloddA ss complying Building Code No A WW1 Data Engc JAVA° AHNAD CML 41A PE 1 70592 CAN. 3538 3 2015 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • oG08, a0 o E < G o fgg •011 agkkp. v O O 3 0 11 Z N 1n J 0 V1 O 'Q M 0 O drawing no. W11-10 (sheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT 8Y ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. �— BY Il I� WOOD BULK rigy EDGE DIST. ••• • TYPICAL? NOR SEE ELEV.• FOR *ICING • RRODUCT I:"D • • VeI`a Wmp� radon mate BY TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F0-177 K51. Fy-155 051) INTO 2BY 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 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) i14 SMS OR SELF DRILLING SCREWS (GRADE 2 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) 1; ; 4,h (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. • • 4 HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE. AT HEAD, SILL OR JAMBS re - 3000 PSI PUN. C-90 HOLL•W/FILLED NORMAL WEIGHT CMU AT JAMBS Cm - 2000 PSI MIN. • • •• ••• ••• • • • • •• i► V • MIS )/ ode Product Env: JAVAD AHMAD ONL M. PE / 70592 CA.N. 8538 JUN 232015 0 0 0 a 0 0 FAX (305) 885-5902 N N 5' Co c SS drawing no. W11-10 sheet 3 of 6 ••• i... • • • •• • • • • • • • ••• • • • • • • • • ••••• • • ••• • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-OADE COUNTY APPROVED MULLION SEE SEPARATE NDA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH EXTERIOR •• ••• • • •• • 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED es complying wllh the Mlaid• Building Code G - - Acceptance No .7 • • • • • • • • t Detc . AL1 i • • .�4I J s :.,, Product • nLro� • • 2021. •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • •• • ••• ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Eng.: JAVAO AHMAD CML FLA PE / 70592 W1.N- 3538 z C% • O g O.0 • < OaCfiel 8411 rgr36Q W J e 8 l d Q6igid COMP -ANL\W11-1OECO) 0 0 0 6 0 P I°: -o drawing no. W11-10 sheet 4 of 6 +EDGE DIST. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 mpg iiiiii 1,71 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS -SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYP CAL ANCHORS -SEE ELEV. FOR SPACING 1/4' MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING w w VO ••• • • SHIMS • • Y • • •• • • • • ••• • • • • • • • • • • •• ••• •• •• • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• • 0• • • • PRODUCT REVISED as complying with the Florida Building Code Acceptmco No ss Dise 06.E /Z41. •• By </,/.. .. & . ,91. Product 001,01, Engr. JAVAD AH110D CML FLA. PE / 70592 C.A.N. 3538 V c $• ogO 00 W 8aaa 31,321 (-N e MWlf 0 a 0 l� z C_ F gMg N3 -0$i39 c a C 2 J drawing no. w11—io sheet 5 of 6 i•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • 0 • • • •• •• • • • •• •• ••• it • • 9040 • • 0 ( FRAME HEAD/SILL/JAMB 50 .452 F^-1.287-1� SNAP COVER L.394 lJ GLAZING BEAD (7/16" LAM. GLASS) O GLAZING BEAD (1NSUL. LAM. GLASS) FLUSH FRAME ADAPTER 519 3— .803 .045 ' +1 1.047 - 36 GLAZING BEAD (5/16" LAM. GLASS) --1.750-- 1.750 .493 1 .493 O CORNER KEY ITEM PART o4 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMAKES 1 E503 4 FRAME HEAD/MLL/JANB 6083_76 - 2 E504 4 SNAP COVER 6063-T6 - 3 FY109 AS RE00. GLAZING BEAD (7/16' IAM. GLASS) 6063-T6 - 3A 6505 AS RE00. GLAZING BEAD (INSUL. LAM. CLASS) 6063-T6 - 38 FY108 AS 9600. GLAZING BEAD (5/16" LAM. CLASS) 6063-T6 - 4 #10 X 1-1/4" 3/ CORNER ASSEMBLY SCREWS - - 5 E203 AS RE®. GLAZING BEAD OULO. OHMMETER 65 SANTOPRENE 11LTRAFAB 6 I PSJ40-55 2/ CORNER FRAME CORNER KEY ST. STEEL - 7 FLS -50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 8 i FY120 AS REDD. FLUSH FRAME ADAPTER 6063-76 OPTIONAL AS REDO. SETTING BLOCK. 3/16" X 3/4" X 4" LONG EPDM DUROMETER 80+5 SNORE A 10 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD 5M5504 SEAM SEALER- •• '• • ••• • • • •• • • •• ••• • ••• • • • • • • •• • • • •• FRAME •CURNEft • •• • PRODUCPREVISBD as complying with the Florida Building Code Acceptance No halloo Dna BY Engr JAVAD AHMAD CML FLA. PE / 70592 CA.N. 38 32015 (WU 04NE Qz3-zg� LLZMjLt <6420 0 w 0 a 0 O Z 11 N rn bi 0 a S2 0 1 drawing no. W11-10 sheet 6T) 6 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • t ••• • • • • • • • • • • • • • • •• •• M IAM ICADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC ' • 9114 NW 106 Street Medley, FL 33178 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 "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al- .FarApq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product •G•o:ttt'ol Revisit stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Proayct CSntrol Section. MISSILE ntriscr RATING: Large and Small Missile Impact Resistant . LABELING: Filch unit shall bear a permanent label with the manufacturer's name or logo, city, state, • memlee.1/seriasl a ld.following statement: "Miami -Dade County Product Control Approved", unless otherwise . meg hereip• • • • E'biEWAI; ofthis NOA shall be considered after a renewal application has been filed and there has been MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy m claange trateApplicable building code negatively affecting the performance of this product. 1 T•ERMIN .' iON of this NOA will occur after the expiration date or if there has been a revision or change . dn.tli+v materials, ttse, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by. the -manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MI I•DADE COUNTY APPROVED NOA No. 15-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201.-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA#14-0317.01) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • .. along with marked -up drawings and installation diagram of a XOX aluminum • • • • •• •' • horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test •• • • Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, • . :.P.1. ' •• • • ({ibmitted under NDA#09-0312.08) •.:..* 3. :..Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • • • • •• • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ••. . • "" "htong with marked -up drawings and installation diagram of a XOX aluminum • • • .... pjizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test • • • • ' •. , . Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F..Font, . .• . • P.t. • . (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) E-1 cr,twee Manue ere , P.E. Product Cont of Ex iner NOA No. -0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test,' per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 _2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test •.:.• • • tt,gport No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, . . •.'P.B. ••: • (Sgbmitted under NOA#09-0312.08) • ▪ • • 8. • •'TM reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • ••• 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . .. along with marked -up drawings and installation diagram of a XOX aluminum • • • horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test • :Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, • .• •. . •..• .. .... •• • • .•.• • • . •• . .•. • .• • •• • .. E. • •. • (S,bmitted under NOA#09-0312.08) • • 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F Font, P.E. (Submitted under NOA#09-0312.08) E-2 Manuel P ez,P.E. Product Control xa finer NOA No. 15- 728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazingcomplies 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, July 8, 2015, signed and sealed by Javad Ahmad, P.E. G. OTHER • •• •.;. • 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their • • • • • Sales "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved • • : • on:04/10/14 and expiring on 05/27/14. •• • ••• •• •• • • • • • • •••• •••• •••• • • • • • •• •••• •••• • • • • • •• • • • • • •• • •• • • • E-3 cuctai0 Manuel ` z, P.E. Product Contr miner NOA No. 5-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 (sheet 1 of 7 ) 72' 3 1/2" MAX. HEAD/SILL CORNERS W S WINDOW WIDTH 4" 3' II II II I; FALSE MUNTINS (SURFACEMAY BE USED 31 /4" D.L OPG. 35 3/8 VENT WIDTH • Ii I I 32 3/4" D.L OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. m 1/8' HEAT STREW!). GLASS 090' Interlayer Butoe6• PVB By 'Kuroroy Amorko. Inc: 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 9 GE SCS 2000 �+ m 1/8" HEAT STREW!). GLASS .090" Interlayer SentryGlae By 'Kuroroy America, Inc.' 1/8" HEAT STREN'D. GLASS 3 1/2" MAX. HEAD/SILL CORNERS 111" FALSE MUNRNS (SURFACE APPUED) . MAY BE USED TYPICAL ELEVATIONS AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' Os SIUCONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON t1TES WIDER TNAN 36" ONLY GLASS TYPE 'B' GLAZING OPTIONS r WINDOW WIDTH 10 5/8" MAX. HEAD/SRL CORNERS 3" II I, II I 11- I_ II I /% 11_11 _-1r___1_ II �I H I I 1 I 4 IL _1_.1 __IT_1C__ I II I I II 1 0 32 3/4" D.L. OPG. 36 7/8" VENT WIDTH i I/ I 1 `1 11 1/ 32 3/4" • D.L. OPG. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE C MUST BE TEMPERED. 1/8" HEAT STREN'D. GIASS 5/16" MR SPACE 1/8' HEAT STREN'O. GLASS .090" Interlayer Butocite PVB By 'Kuroroy America, Inc.' 1/8" HEAT STREWD. GLASS CARDINAL XL EDGE SPACER ST. STEEL SILICONE DOW 699 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' • • •• • • •• ••• • • • • • • • • •• (2) ANCHORS AT MTG. STILE ENDS EYP. (4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH '4' ON SHEET 2 ONLY is c8 1 ECO -GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING COND01ONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. dke,DAD:DUQATIIJJ•INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. I.L�SHi�i� SO E HIGH IMPACT. NON—METAWC AND NON—COMPRESSIBLE. • • I,UTtRIAlS MCLUDIN$ BUT NOT UNITED TO STEEL/METAL SCREWS, THAT •• DEME IUTOCONITACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE • • • • • • • • • • • •• • ••• •• .._.NG LICKS AT • • • GLASS AND mut LAM. &ASS NOTCH GLAZING BEAD LEG TO CLEAR ••• . • • • . • • • • ••• • • • • • • • •• •• • • ••• • • • ••• BLOCKS • • • • • .•• •.• Eno. JAVA) MIND CML RA. PE /10792 CAN. PRODUCT REVISED as complying with the Florida Building Code Acceptance Not - • 10 SAO inhon Date E Sn/.v ' Ii By Miem Product • • • • • • • • ••• •• u z LL re 4 J J i n 082 0— Z z o LJ r 2,9 ,1031` a 0 8 s 1 drawing no. W09-12 DESIGN LOAD CAPACITY --PSF (00, OX OR XX SIZES) WINDOW DIMS. A W/0 REINF. WITH KEINE. CLASS TYPE 'A' CLASS TYPE 8' CLASS TYPE '0' 860711 HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" (5) 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 63" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" (6) 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 37„ 83' 4 68.9 77.5 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 74" 36' 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �4) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" �5) 6 70.0 80.0 80.0 904 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 48" 4 70.0 80.0 80.0 90.0 70.0 80.0 36' (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �4) 6 70.0 80.0 80.0 90.0 70.0 80.0 80' 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" 8 70.0 80.0 80.0 90.0 70.0 80.0 24" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" i5) 6 70.0 80.0 80.0 90.0 70.0 80.0 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 72' 8 , 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" 66) 6 70.0 70.0 80.0 90.0 70.0 80.0 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 72' 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) s N0. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES 15 -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIALS. A IT/0 REINF. WITH KEINE. CLASS TYPE 'A' CLASS TYPE IF CUSS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT,(+) I97.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) ) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74"38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 -80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" -9 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 50-5/8" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 t 11" 63" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 106-1/4" 63- 12 70.0 70.0 80.0 82.6* 70.0 80.0 111" (6) 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 94" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 36' 12 70.0 80.0 80.0 90.0 70.0 80.0 72' (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" �5) 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 84' 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = N0. OF ANCHORS PER HEAD & SILL () = N0. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) i.9 (1/3W) i. (t/3W) 4. • • • • • OPERATING VENTS TO BE 1/3 OF THE WINDT WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 1//0 REINF. WITH REINF. CLASS TYPE' 'A' CLASS TYPE 'B' CLASS TYPE 'C W10114 HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 804 80.0 90.0 70.0 80.0 106-1/4" (3) ) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74"38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 111" 12 - . - 80.0 90.0. 70.0 80.0 74" 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 (5) 74" 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0. 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 84" �5) 9 70.0 70.0 80.0 90.0 70.0 . 80.0 96' 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" 9 ; 70.0 70.0 80.0 90.0 70.0 80.0 (6) A = NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB r (1/4W) 4 (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH • • • • • NOTE: • •• • •• ••• •• • • ••• • • ALL EXTERIOR(+) LOADS SHOWN ON:T--S SLEET At FOR WINDOWS WITH ADD-ON RISER At RAF SRL • • • • FOR STD. SILL (NO RISER) LIMIT EXt.t+) LOADS TC• 67.0 R6F SEE SHEET 3 FOR DETAIL. 'XOX' GLASS CAPACITIES ON THIS SHEET ARE • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • • DECLARATORY STATEMENT DCA05-DEC-219 ••• ••• • • • • • • • •• • • Engr: JAVA') 014900 CML TIA PEI 70592 C 3538 PRODUCT REVISED as emptying with the Florida Bonding Code Maoism. No IS"o Ex - imlion Date 0205017./,, Mi t ado roduet'CUi' COMP -ANL\WO9-12EC0 c 0 0 y ac drawing no. W09-12 sheet 2 oT 7j • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. METAL STRUCTURE IYP CAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING WF.EPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" 0.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. N �• ••• • • • • • • •• 0, 4 U,r v=i • • • • ti • • • •• ••• •• • • • •• DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 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 'ELM. (F1-177 KSI, Fy-155 KSI) INTO 2BY 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 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") ,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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. •WBGD £T l Att. SILL OR JAMBS SG = 0.55 MIN. •CONCRPTE MT MEAD, SILL OR JAMBS fc = 3000 PSI MIN. :C40 r& 3W/FRED NORMAL WEIGHT CMU AT JAMBS fm . 2000 PSI MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING Eng,: JAVAO AHMAD PRODUCT REVISL'D CIVIL M PE I 70592 as complying with the Florida • •. • • E ,. Dale �C"DY ;. TYPICAL atjcNo ' •• • • • • • • • t 0 201 �`i `. ter NS) • • • • WAI.• •• •• ••, DY /L/.. . WOOD BUCK FOR SPACING • • • • • Mi ode Product •.. . EDGE DIST. ftsIV F 41 N 0Q1 3 0 s 0 m ori F • Ns r� drawing no. W09 -1 I 2 sheet 3 of 7 ) .•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 10.7 _at METAL STRUCTURE 1/4" MAX. O 1/4" MAX. SHIMS !BY WOOD BUCKS v o TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REGD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH .114 SHIM XO LAYOUT VENT WIDTH (I) i;;� .1 k� —SCREEN OPT © D.L. OPG. c)„ VENT WIDTH EXTERIOR D.L. OPO. WINDOW WIDTH D.L OPG —SCREEN OP' 1/4" MAX SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REGD. SEE SHEET 2 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DARE COUNTY APPROVED MULLION SEE SEPARATE NOA XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • •• • . • • • • .. • • • • • • • • • • • • • • • • • • • • • ••• • • ••• ••• •• . .• •• • . . • • • • • • • • • .• • • • • • •• • • . . • •• • •• • • • Ener. JAVAD AHMAD CML FLA. PE ! 70592 CAN. 3538 PRODUCT REVISED as complying with the Flaws Building Code Acceptance No 1 Ex . nation Dale 2015 Mien41" :F;Ytiv,� at` gll Z 121 gg RE tea 0_ g.OEFo cpm& 113etEgi 0 W N 1 I 0 8 y3� .71 ea • . o t Y.. U 1 drowing no. W09-12 sheet 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING fpr s 1, ALT. O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE ROA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • • • • • • • • • • • • • •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • ••• • • ••• • • • .• • • .• • • • • • • • • • • • • • • • •.• • • • • • •. • •• • • • • Ergr: JAVA() AMMO CMI Fu. PE / 70392 CA . 3536 • 0 2015 PRODUCT REVISED m complying with the Florida Building Cods Acccptaaco No 0 "talion Dale 034.1V ••• • • • • ••• • • • • • • • • • • •• • ••• • • • • • • • • • •. • • • • •• •• • • • •• •• ••• • • • ••• • • Z HAP OMR fp u u g MAO O O s 1 drawing no. W09-12 (sheet 5 of 7 ••• • • • • ••• i. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .1.067 ITEM PART # QUANTITY DESCRIPTION ' MATERIAL MANF./SUPPLIER/REMARKS �U COMP -ANL \W09-12ECO)I �2J50 1 FY201 1 FRAME HEAD 6063-76et .715 3/16 t. 2 FY202 1 FRAME 5416063-76 - .500 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 3235 S.W. 87 AVE MIAMI, FLORIDA 33174 1 TEL (906) 2648100 FAX. (306) 2824978 .,. 3 FY203 1 541 TRACK INSERT 6063-T8 - }- 62 1.434 8+3 1 {{ 4 FY205 AS READ. NOV. FRAME JAMB 6063-T6 3.249 .813 .062 1.718 �� V U///d 5 FYIOI AS READ. FIXED FRAME JAMB 6063-76 8 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 L1 140--i Q VENT TOP/BOTTOM I RAIL 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 = 8 FY206 I/ VENT JAMB SHLE 6063-T6 STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-76 - 2.095 - 1.250 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 9 I I r- 13° 106 FY110 AS REQD. GLAZING BEAD (INSUL LAM. CLASS) 6063-16 - O 1.1401.610---- FRAME HEAD2.246 ',. f 11 - AS RE00. REINFORCING BAR STEEL '803 .045 12 AS READ. REINFOR600-ON ING BIS STEEL _ .045 13 fY204 AS RTEQO. ADD-ON SILL RISER 6063-76 USE AS REQO. 1.140 .------A .062 -•L I 1.047 --1 I 1.047 14 FV208 4/ VENT ROLLER HOUSING & GUIDE CELLON - 1.1401.610 15 FY209 2/ VENT ROLLER BRASS 10 GLAZING READS 16 FY210 2/ VENT ROLLER PLN ST. STEEL - 219 17 p8 X 1- AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. 565 O 1.344 - JAMB STILE (ECO -GUARD SEPoES-200 ALUM HOW. ROUNG WOW. (LILL)) ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY. FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 18 p8 X 3• 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 3-876 .813 L19 .078 1.058 2.501 W23181 AS REQD. FIN SEAL W STRIPPING ULTRAFAB 20 03007190 AS REQD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 I--2.063 I 1.250 22 E203 AS REQD. GLAZING DEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLNAN &ASSOC. 1.140 .062 D 1.340 25 p8 X 1/6- 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE PREFERRED ENG. PRODUCTS b00 27 1/ VENT 5/16• BOX SCREEN OPTIONAL 28 F7120 FLUSH FRAME ADAPTER 6063-76 OPTIONAL 1.344 O MEETING RAIL O FRAME 2.750 j SILL 29 --1_ 2/ LITE BERING BLOCK EPDM DUROMETER 80±5 SHORE A • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • 2.188 1.314 r 250 1 01p .7. u (o 3 eig E R. 3 Q 3 UPDATED TO 2014 FOC Jt. 1.422 _062 1.202 .340 O3 9_1_11 .062 SILL TRACK .312 1.375 6 FIXED MTG. O RAIL J; -y .750 y �"o-t aE g N s .500 .t87� 2.750 1 x.062 r_ J� 2.812 2.812 .062 .2750 "�^m^oW n s :! S r---. ,1 s 0 �, $� �' Fn9r. JAVAD MILIAD PRODUCT RHYMED 2.688 .062 • • • • • • . • . ... CML 70592 ` BuildingC IhY•FB•Wa Acceptance No S .1 .- r .---V1 171.4.PE .500 769 • • • • • • • • • • • • • • • • •• • • / 1?s.imlion Date SF'T1�N ,�. I --{ .874 IF ---1.887-- O MOV. FRAME JAMB O FIXED _r II F-.96� -.-1.688 FRAME JAMB -`- • • • • • • • • • • • • • • • • • • • • • , • / DY LL ' la ado Product CmMn� drawing no. W09-12 2.611 26 FLUSH FRAME ADAPTER Ail. �� (sheet 6 of 7 ••• • • • • ••• i. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 0,f) VENT TOP/BOTTOM CORNERS • FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • •• • • • • •• • • • •• • •• • • • ••• ••• • • • • • • • •• Eng JAM AIMAD CML FlA. 1ossz3e C 02015 PRODUCT REVISED : 3 complying with she Florida A�ancNo%O 28.05 .,nuanD.b !F`IIV.WV . t9 By , iti‘V 0 g0n J LA ega 8g h OD r Q o• E <i32 J OM 0 w H O a aI 0 c3 8 R ogri C N O �t/ b u' b � h S i 6 drawing no. W09-12 sheet 7 of 7 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 111 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION ,NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 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 HutTicane Zone. DESCRIPTION: Series "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.T. APPROVAL DOCUMENT: Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, 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 Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-314" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. , LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 • changg tri /he applicable building code negatively affecting the performance of this product. • TERMINATIO11I•of this NOA will occur after the expiration date or if there has been a revision or change in the materitils, r15e, anCl/qj myinufacture of the product or process. Misuse of this NOA as an endorsement of any product, • • for sale, advertistig b! Any other purposes shall automatically terminate this NOA. Failure to comply with any 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 id ad e.Eov/economy sectie>: oYthis NOA'shail be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the • • expiratitm date may bedisplayed in advertising literature. If any portion of the NOA is displayed, then it shall be • • • done i f its entirety; • • • INSPGTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available'f,,c f inspection at the job site at the request of the Building Official. ThisltrA.:revises #13-0912.02 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMFDADE COUNTY APPROVED NOA No. 15-0612.05 Expiration Date: March 20, 2019 Approval Date: December 17, 2015 Page 1 I" ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2 Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahrnad, P.E. B. TESTS (Submitted under file #13-0912.02) 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, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -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. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass • Interlayers", expiring on 07/04/17. • .• . •••: STATEIIj F.ENTS : • • 1. Sto'teutent letter of conformance to FBC 2014(51 Edition) and letter of no financial : .. •. Vrtetest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad . . • •$, P.E. . • •.... • 2. La..compliance as part of the above referenced test report. •• G. . OTIR. • • • • • • 1. • • • •T•e•st proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E� ' Lt. • Ishaq L Chanda, P.E. Product Control Examiner NOA No. 15-0612.05 Expiration Date: March 20, 2019' Approval Date: December 17,2015 E-1 INSTRUCTIONS' USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP STEP 4 SEE CHART 11 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. SELECT SILL TYPE FROM SHEET 7 AND UNIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. SEE CHART 12 ON SHEET 5 FOR ANCHOR CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL HEIGHT - DOOR FRAME HEIGHT - 1.5625" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -700 I� M D G 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTE0 TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 10Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACEO 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 W000 ONLY. ALL SHIMS TO 8E 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 BLDG. CODE. 'G 0 J MAX. HEAD CORNERS 4 3/8" 3" MAX. -TYP' .. CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY 96" DOOR FRAME WIDTH FALSE MUNTIN OPTIONAL 5" MAX. SILL CORNERS 9'. 41 3/4" D.L. OPO. 48 7/8" PANEL WIDTH 41 3/4" 0.L OPG. 48 7/8' PANEL WITH L 13" MAX.I SILL CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATION ox ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 72 S0. FT. • • • PRODUCCREWIGD osemptylagwW Ae FMit& Itidlig Cede Stt/Y•M6s a AN.fIt Y g.0/ J Wrif-nwfwor Cm** jct,.�� •• ••• • • • • • •• • •• • • • • •• ••• I.AlgII IIT1►Ij GLASS 4NSUL IA • GL1SS LARGE MYSSILB'IMPACT • • • Emgel JAVA° 91114A° CIVIL • ••• ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 U P 0 8 8 0 5 dot.: O9-27-13 q s 39 drawing no. W13-49 (street 1 o112) ' I� �I it 'A- 1 �I 1� 11 II I II II II 7 _il __- Il 7 II l 11 I1 111 I II I II I I 1 1 I 11 1 II P o0 INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART j1 //, C^; V E 41 3/4" D.L. OPO. 48 7/8" PANEL WIDTH 41 3/4" 0.L OPG. 48 7/8' PANEL WITH L 13" MAX.I SILL CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATION ox ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 72 S0. FT. • • • PRODUCCREWIGD osemptylagwW Ae FMit& Itidlig Cede Stt/Y•M6s a AN.fIt Y g.0/ J Wrif-nwfwor Cm** jct,.�� •• ••• • • • • • •• • •• • • • • •• ••• I.AlgII IIT1►Ij GLASS 4NSUL IA • GL1SS LARGE MYSSILB'IMPACT • • • Emgel JAVA° 91114A° CIVIL • ••• ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 U P 0 8 8 0 5 dot.: O9-27-13 q s 39 drawing no. W13-49 (street 1 o112) CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENOS SEE SHEET 5 FOR CAPACITY 147-7 16' DOOR FRAME WIDTH = W11 Z o 0 PANEL HEIGHT 99 15/15' 0.1- OPG. (y I� ' i�� I11 it II I ___yt____4___ I 11 __1 ,1 i II --4-_=-7t--_- 11 11 Il i = I, `1 11 1I 11 I� II I 1 / II / II /__tj-__- i, II II li i II it re ,1 INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART 11 1 F•j ��\\ illi // //. / V G // //. // V 1 5" MAX. SILL CORNERS ASTRAGAL INTERLOCK 13" MAX. SILL - TYPICAL ELEVATION oxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SO. FT. CLUSTER Of 6 .ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY PRODUt F REVISED Wan Cot wish air Th,4 Aa1pWn NOS- 0 1 Z Or 6NDate St !fiM t .n trot •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • •• • • • • • • w sr • • • . • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 w J 8 2 SERIES-700 PLUM g0 4 drawing no. W13-49 sheet 2 of 12 5 MAX. HEAD ' CORNERS CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY FALSE MOWN OPTIONAL 5” MAX. SILL CORNERS 42 1/16" D.L. OPG. 49 5/16" PANEL WIDTH 42 1/16" D.L OPG. 49 5/16' INTERLOCK PANEL WIDTH ASTRAGAL INTERLOCK 1 :I • I ,1 f 3' MAX. TYPICAL ELEVATION OXXX ALTERNATE SIZE UNHS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SO. FT. CLUSTER OF 8 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY • • • PRODUC F REVISED edsoceimplytes with 16e Flor11► WilCede 6�•rl• ateepluore te mows •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• Engr. JAN/AD ARIMD CWt • Mani /70892 • • CJS.. • 5538 • • • • • • •• • • t • 2• • ••. • ••• ••• • • • • • • • • • • • • • • • • • •• • • • ••- • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M U EFS 0 u o ` c Io i 8 lV 8 drowing no. W13-49 sheet 3 of 12, L, \ iO io 4 © o 0 ,1 1 _a 1 _ il '_' II ___yt____1Y___ , i 11 // 1,L, /. ____' _;.e._t____ t �1 1 __ J1 _ 11 1 11 11 / 11 1 ,1 i IL 1 1 11 �J 0, 1i 1: 1 14 __ 1, 1 11 11 , INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHARTRT E 1 1 I =I _---- - j- , , 11 11 11 11 11 �C INTERLOCKS WRH OR WITHOUT REINFORCING SEE CHART if // //' // C�1� V II„� `J // /�. // `/1'� V =__fir__/___=== ____it yL ;1 IY___ II // 1 �/ ,,�, //. ll1.. �i i 1I1 �1 _ _ 14 _ jI , 1 1 11 i1 ii 4 re J FALSE MOWN OPTIONAL 5” MAX. SILL CORNERS 42 1/16" D.L. OPG. 49 5/16" PANEL WIDTH 42 1/16" D.L OPG. 49 5/16' INTERLOCK PANEL WIDTH ASTRAGAL INTERLOCK 1 :I • I ,1 f 3' MAX. TYPICAL ELEVATION OXXX ALTERNATE SIZE UNHS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SO. FT. CLUSTER OF 8 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY • • • PRODUC F REVISED edsoceimplytes with 16e Flor11► WilCede 6�•rl• ateepluore te mows •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• Engr. JAN/AD ARIMD CWt • Mani /70892 • • CJS.. • 5538 • • • • • • •• • • t • 2• • ••. • ••• ••• • • • • • • • • • • • • • • • • • •• • • • ••- • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M U EFS 0 u o ` c Io i 8 lV 8 drowing no. W13-49 sheet 3 of 12, DOOR FRAME W OX SIawN) xO xx DOOR_ FRAME WIDTH OXX (SHOWN) )0(0 OXO (SHOWN) DOOR FRAM WIDTH o- o- o- PI OXX (SHOWN) )0(0 OXO (SHOWN) DOOR FRAM WIDTH OXXX SHOWN) oxxo xxxx APPROVED CONFIGURATIONS f EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) O DOOR FRAME WIDTH (SEE Op TABLE) INTERLOCK EXTERIOR DOOR FRAME WIOTH (SEE Dp TABLE) NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 5. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. • PROW r REV/MD M•N Uwe f(br1� - •••1+2:.414"". pct,. i •• ••• • • • • • •• 1 • • • • • • • .• ••• •• • • • •• Eegr. JAVAD AMMO CML FLA. PE 70502 • N.'38 • • • •• • • • • 241 • • • • ••• ••• • • • • • • • • • • • • • • • • • •• • • • COMP -ANL\W13-49EC0k SEPoES-700 ALUM 0 c l6 R g 0 REV. PER KR COMMENTS a drawing no. W13-49 sheet 4 01'12) ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • o- b o- OXXX SHOWN) oxxo xxxx APPROVED CONFIGURATIONS f EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) O DOOR FRAME WIDTH (SEE Op TABLE) INTERLOCK EXTERIOR DOOR FRAME WIOTH (SEE Dp TABLE) NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 5. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. • PROW r REV/MD M•N Uwe f(br1� - •••1+2:.414"". pct,. i •• ••• • • • • • •• 1 • • • • • • • .• ••• •• • • • •• Eegr. JAVAD AMMO CML FLA. PE 70502 • N.'38 • • • •• • • • • 241 • • • • ••• ••• • • • • • • • • • • • • • • • • • •• • • • COMP -ANL\W13-49EC0k SEPoES-700 ALUM 0 c l6 R g 0 REV. PER KR COMMENTS a drawing no. W13-49 sheet 4 01'12) ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • CHART /1 DESIGN LOAD CAPACITY - PSF (GLASS) 0LA83 TYPES '6', 'Dl' GLASS TYPES 'A', 'A1' AVERAGE 6008 FRN WITHOUT REUNF. TITh REINF. PANEL WDtl/ maws 806111 NOES EXT.(+) INT.(-) EXT.(+) INT.(-) 30 70.0 80.0 70.0 80.0 38 80.0 70.0 80.0 70.0 80.0 42 82 70.0 80.0 70.0 80.0 48 80.0 70.0 80.0 70.0 80.0 54 84 82.2 71.1 62.2 71.1 30 80.0 70.0 ' 80.0 70.0 80.0 38 70.0 80.0 70.0 80.0 42 84 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 71.1 62.2 71.1 62.2 71.0 30 70.0 00.0 70.0 80.0 36 80.0 70.0 80.0 70.0 80,0 42 90 70.0 80.0 70.0 80.0 48 80.0 70.0 80.0 '70.0 80.0 54 98 - - 62.2 71.1 30 80.0 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 96 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 80.0 - - 62.2 71.1 30 70.0 80.0 70.0 80.0 38 70.0 80.0 70.0 80.0 42 98 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 30 - - 70.0 ' 80.0 36 - - 70.0 80.0 42 102 - - 70.0 60.0 48 - - 70.0 80.0 30 - - 70.0 80.0 36 - - 70.0 80.0 42 108 - • - 70.0 80.0 48 - - 70.0 80.0 CHART ■2 LOAD CAPACITY - PSF (ANCHORS) 8 moon 5E1 PMR •8111 0009 FWME IFIp1f At AIM I CJI INDS *Wes nmrs EXT.(+) INT.(-) 30 70.0 80.0 36 70.0 80.0 42 82 70.0 80.0 48 70.0 80.0 54 62.2 71.1 3D 70.0 80.0 36 70.0 80.0 42 84 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 90 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 98 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 38 70.0 • 80.0 42 98 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 102 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 108 70.0 80.0 48 70.0 77.9 IN72RLACES WITHOUT REINF INTERLOCKS 111111 REJNF 3/16" IIEAT STREN'D GLASS .090" IMerfoyer SentryGlos Ry Kuraray America, Inc.' 3/16' HEAT STREN'D GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS SILICONE DOW 899 3/16• HEAT STREN'D CLASS 090' Interlayer 9utacile PV8 BY 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS 3 m n GLASS TYPE 'B' 7/16' OVERALL UMI. GLASS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 2-3/4' SILL HEIGHTS. FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR WATER INFILTRATION RESISTANCE SEE SHEET 7 FOR DETAILS NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART WALL APPLY TO ENTIRE SYSTEM. NOTE: S. GLASS CAPACITIES ON THIS SHEET ARE 4 • SILICONE DOW 899 Z 3/16" TEMP. GLASS 3/8" NR SPACE 3/15" HEAT STREN'O GLASS 090' Interloyer 5entry0100 8y 'Kworoy Americo, Inc.' 3/16" HEAT SIREN' CLASS \\ \ Q /CARDINAL XL • , EDGE SPACER ST. STEEL CLASS TYPE 'Al. I" OVERALL INSUL. LAA1. GLASS LSIUCONE DOW 899 3/16" TEMP. GLASS 3/8" AIR SPADE 3/16' HEAT STREN'O GLASS -090" Interlayer Butocite PVB By 'Kuraroy Americo, Inc: 3/16" HEAT STREW() GLASS 1 SILICONE DOW 899 / /CARDINAL XL EDGE SPACER 5T. STEEL GLASS TYPE 'BI' OVERALL 1NSU1- LAM. GLASS •• ••• • • • • •• GLAZING OPTIONS • • • • . • w • y�,• • �� _ wlti IAL FbMt • • • •• •• ••• •• • Env: 3888 A11M/0 0141 • C • • • • •• BASED ON ASTM E1300 -0S (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 J53708592 • • • • • • 42nn••• ertt rr�a 4 \1t7S eel CMlrol ••• ••• • • • • • • • • • • •• • • •• •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 8 2 3 S th ( 04 J J T/I 1-'-' c LJ U) 003 Q OM • N 0 n Z • tJim o J 0 0 8 L3 0 8 '1 drawing no. W13-49 sheet 5 (4 12 18Y OR 28Y WOOD BUCKS ANO METAL STRUCTURE NOT 8Y ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ( — AT HEAD I TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy135 KSQ THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE '8'- 1/4" DIA. ULTRACON 8Y 'ELCO' (Fu -177 KSI. Fy=155 Kg) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'— 1/4' DIA. SELF DRILLMG SCREWS (GRADE 5 CRs) INTO MIAM!-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) 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)] L rTTAT SILL — YPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE L1-3/4" MIN. EMBED L1YPE AT JAMBS - 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) INTO 28Y 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 TYPE 1/4" DIA. ULTRACON 8Y 'ELCO' (Fu=177 K51. Fy-155 K5I) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4" O�S��I IIN • R� (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I 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) 1 ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. PgODDC f gEVtgep w1Y wMY ii' 41 d • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• Enmy: JAVAD AHMAD CML • FLA 1 70592 i • • • • • • • • ••AP\ • • • • • •• • • • ••• ••• • • • • • • • •• • • u 4, z t 1a cryo g N oliq rJoo,3e y0y c a 0 < o'b8 u.104 A 3 a U A.; 8 con vii 0 'a b L c 8 8 9 Growing no. W13-49 (sheet 6 of 12) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • It • • • • • •• •• • • • •• •• ••• • • • ••• • • E. E 01 • TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2BY W000 BUCK (SEE NOTE SHEET 1) .STACFEREO'. .CONCRETE 3 Kvf MIN. METAL STRUCTURES 1/8" THK. (SEE SHEET 6) ! MI MI—DADE COUNTY APPR O MULLION I Z 1 I SEE SEPARATE NOA I I G I" 1I (SEE SHEET 4) 11 Z 11 3GGER C O •Y ij STAGGERED a � Z� U en 6QQ g aZ ge TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING LOAD BEARING SHIMS OR POURED It HARDENED HIGH STRENGTH GROUT NON—SHRINK, NON—METALLIC fc = 5000 P51 MIN. pEVI9P F1a[ML a�cg X1/1 k:iKl C•�ad WEEPHOLES: Wt = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22' FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" 0.C. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH •• ••• • • • • • •• P3 =• SELF ADHYSNE PILE WAD/ WIiN •IUtil INTEGRAL FIN •?i-1/2"A1.R:/1: HiH••• •• P4 i PEN C€ 2_ MAW Al' INIERVOCHD& ASTRAGAL 2' LOR 1—'716" 14I0E t 7716. HIGH Engr: 3AVAD AHWD CM. PE / 70502 N. 3538 • • • • P3 W1. W2 NOT APPROVED FOR WATER RESISTANCE UMR MAX. 661(+) LOADS TO 47.0 PSF WAIT MAX. EXT.(+) LOADS TO 70.0 PSF • ••• • • • • • • •• • • • •• STAGGERED PI TYPICAL ANCHORS SEE ELEVS. FOR SPACING SEE SHEET 5 CHART 1 FOR DOOR CAPACITY •• • • • ••• • • • • • U e c geg 0 0 •• SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD• •• • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • •• (sheet 7 of 12) TYPICAL ANCHORS SEE ELEV. FOR SPACING — O P7 REINFORCING AS READ. SEE SHEET 5 FOR CAPACITY PANEL WIDTH ELL OPG. O TYPICAL ANCHORS SEE ELEV. FOR SPM7NG SUCK URE • .• .•• • . • . . •. • . • • • • •• •.. •• • • • .• • • • ••• • • • • • • • • • • • • • •• •• • • Engr. MAD AHMAD CML RA. • 70592 • r•A +. 3538 • • • 0 'j • • • • •• • PRODUCT REVISED Wills Co.. A.epwan _1T obl2•or mow. Mn ;1'L `ts • • ad drawing no. W13-49 sheet 8 of12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • pan TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIOTH PANEL WIDTH REINFORCING AS READ. SEE SHEET 5 FOR CAPACITY P2 O TYPICAL ANCHORS SEE ELEV. '—FOR SPACING ANO QUANTITY 8 METAL STRUCTURE ill mot OtVoo Ciaaa OE°ao I1. z - gj 12110 P3 l' 000R FRAME WIDTH (SEE Dp TABLE) cc t 2 1 /e MAX. SHIM 000R FRAME WIDTH • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • •• • •• • • •• •• • Env: JAVAD ANNAD FIA, CML 05p� h• • - A. 3538 ••• • • • • ••• • • •• 'RODVC E REVISED Ir401gyhg with she ITnrid& A� a N.Ir—o612.61- 11I+6•WD•se 1.1",A+t.\ Madrid ••w • •• 1 • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • SOB ugRg O m 2 u drawing no. W13-49 (sheet 9 of 12) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .130ir -i.693� -.- �u `1 u W 3582 3.562 -j c.125 1 5.059 1.125 I I .-FAROOQ CORPORATION 21NEERS & PRODUCT DEVELOPMENT 30 SUNSET DRIVE, SUITE 220 1M1, FLORIDA 33173 . (303) 2E48100 FAX moo) 2824978 1.824 1.129 0 .078 1.998 FRAME IICAD 1.998 2 tl - f y .078 1.648I JL21.648 0621.1212-105 1 I L 1.252 GLAZING DEAD, 0 1" WSUL. LAM GLASS I GLAZING it 7/16" L 1.252 TAD LM1. CW^5 . 02 0 .094 l 2.625 O PANEL LOCK STILE 2.825 0 PANEL INNER INTERLOCK -210 .210 .G88rQ 11.144 -.062 -1.471 5.532 .062 1. 1.9993.250 ��111iii �8 3.562` 2.313 - .078 .2,G .068 mf 0 `-' '� (� I 1,6ii49 a x.078 j-.125 _iI 2.105 2.687 1.047 1.047 I-937 1.047 N m -fJ. 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER SERIES -700 ALUM SUDING GLASS DOOR ECO WINDOW SYSTEMS, 9114 N.W. 106 STREET MEDLEY, FL. 33176 TEL (305) 885-5299 FAH (305) 88: (h� i 1.823 - 0 PANEL TOP & BOTTOM RAIL O6 PANEL 2.625 OUTER INTERLOCK .915 _--2.248-.- 4-.125 10 FRAME JAMB 1.494 4 1 1,078 .357 .149 15 FIX. OB2 f t 1.540 PANEL CLIP J --i.998-- X2.067 .123 77 INTERLOCK STIFFENER ORODUCfDEWED a •RD � MAD Atavism:04 I c-/%12q•0c JB.$ tug 0L a3LVodn ;Lvov0 8 i 3001.100 Cad 2f3d '13Y ♦l71.10 v uogduosap .11_, Glop ou I 1 :suwstna.+) R 1 1.139 A `�[[i 5? i f 1.022 3.687 fLi-II-n(111 G7e (I Ltd LlA CgiY[t14. Date a 1��1 i Iry 3.437 .078 { �_ 1.�a If L________L 1.824 5.274 Q FRAME SILL Y[I CeY••1 • •• •• • • •• • •• •••• • • • •..,,. l'-4 1.824 1.648 • • • • u 3.820 1 - 3.999 -.078 • •• ••• •• • • • ••`---.'^ • • • 1 • • • • • • •. . .. Entr: JAVAO *MO,1 CML FLA PE 059 `.AN. 53887 2 • • • ' • • • i • Y • • • • 1 o k ai 2.500 - • • • .. • • O PANEL MALE ASTRAGAL Lai O PANEL 2.000-� FEMALE ASTRAGAL • • • • • Y q5 • • %% / 1t • • • • ` drawing no. W13-49 _ (sheet 11 of 12) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM 1 PART 1 QUANTITY DESCRIPTION .., 'MATERIAL MAW/SUPPLIER/REMARKS 1 E701 1 FRAME HEAD 6005-15 - 2 , E702 1 FRAME St4. 6005-T5 - 3 E703 2 FRAME JAMB 6063-16 - 4 E704 2/ PANEL PANEL TOP ANA BOTTOM RAL 6063-T6 - 5 E705 AS ROD. PANEL LOCK STILE 6063-76 - 6 E706 AS REQO. PANEL OUTER INTERLOCK 6063-16 - 7 E707 AS REQO. PANEL INNER INTERLOCK 6063-16 6063-T6 - 8 E708 AS RE00. PANEL MALE ASTRAGAL - 9 E709 AS REOD. PANEL FEMALE ASTRAGAL. 6063-T6 - 10 (710 AS READ. GLAZING BEAD 7/16" LAMINATED GLASS 6063-76 . - i _ 11 12 E711 AS RE00. GLAZING BEAD 1" INSULATED GLASS 6063-16 - E712 AS RECTO Sill_ TRIM 6003-76 OPTIONAL 13 E713 AS RECTO. 2" S8L RISER 6063-T6 - 14 E714 AS REOD. 2-3/4" SILL RISER 6063-T6 - --- 15 E715 AS REGD. FIXED PANEL CUP (CONTINUOUS) 6063-16 - 17 E717 A5 REQO. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - 18 110 X 3/4" HMI SIAS AS READ. FRAME ASSY, SCREWS ST. STEEL - 18A 110 X 1" FH 5MS AS READ. PANEL ASSY. SCREWS ST. STEEL - 19 18 X I/2" PH SMS 2/CLP FIXED PANEL CLP SCREWS ST. STEEL AT 3" FROM ENOS & 16" O.C. 20 410 X 1-1/4" PH SMS 1/ ROLLER ROLLER PST. SCREWS - NOT SHOWN 21 WEATHERSTRIP A5 6E25. FRAME TWD PANEL WEATHERSTRIP FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 A5 RECO. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS RE00. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65*5 24 PRO3-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN 5T. STEEL HOUSING - INTERLOCK (1/2" MTG. SPACER REQO.) 25 (718 2/PANEL FIXED PANEL SKATE OELRIN - 26 18 X 1/2" PH 5145 2/CUP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS RE00. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 28 AS REGO. MIA PON (SILICONE SPACER) SILICONE 8Y FRANK LOWE 29 AS REGD. SETTING BLOCKS AT 1/4 POINTS EPDIA DUROMEIER 80*5 SHORE A SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • Enpr. JA1A0 AEIW CML FLA. PE 1 70592 • • 3538 • f • • • • • j19' Li•• ••• • • • • •f Rtouuc r REVISED ••rl• •NY Nhr lT«T•A Amour puttC-612•r . Cww1W ••• • • • • • 1•• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • 1 8 0 6 Aga - a E E V < m U C iv 34 9 drawing no. W13-49 (sheet 10 of 12j FRAME TOP CORNER a • PANEL TOP/BOTTOM CORNER •. ••• • • . • • •• • • • • • • • •• ••• •. • • • •• • • • •.• • • • • • • • • •• • • ••• •• • PRODUC f REVISED .e eamsfylwg IdaIYe Nor* bisawAmptswe. c OL12•or Saginaw D.M 's,›a,Sol • S• bar Mabel ••• ♦ • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -700 ALUM SLIDING GLASS MO y$ E N9 �q S drawing no. W13-49 sheet 1 2 of 12 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 "Eco -Guard 500" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing. Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, 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. MM,4SLLE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING! .1!ac$ unit shall bear a permanent label with the manufacturer's name or logo, city, state, serer Qnd following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. TVAL•oftihis NOA shall be considered after a renewal application has been filed and there has been ...• ngclange in tern building code negatively affecting the performance of this product. TORWIINA'fiONDof this NOA will occur after the expiration date or if there has been a revision or change in the materidlS,:dge, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement only• troduct; r tales, advertising or any other purposes shall automatically terminate this NOA. Failure •• to comgly wit any section of this NOA shall be cause for termination and removal of NOA. AMLITISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages E1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamid lid e.Qov/econo my • • . MIAMIDADE COUNTY APPROVED NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, 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, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, •.: 4 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement Letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and; HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco -Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. • •• •. • ••.. • •• .,. • • • . . • • • • • . • • • .. ..•• . • . . • . .• ...• .... • • • • . . ..•. ..•. • • • . . • .• . .• • .. . ••. . . . • E-2 Manuel P , . E. Product Contro Ex iner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 ECO -GUARD SERIES -500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS 8Y OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTEO, 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. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT STREN'D. GLASS .090" Interlayer DuPont Butocite PVB 8y 'Kuroray America, Inc.' 1/8" HEAT STREN'O. GLASS SIUCONE DOW CORNING 899 GLASS TYPE 'A' 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8' HEAT STREN'D. GLASS .090" Interloyer DuPont Butocite PVB By 'Kuroray Americo, Inc.' 1/8' HEAT STREN'O. GLASS MAXIMUM DESIGN LOAD RATING = + 70,0 PSF (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF SILICONE DOW CORNING 899 GLASS TYPE 'AA' GLAZING OPTIONS AT 1/4 POINTS ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS FALSE MUNTINS (SURFACE APPUED) MAY BE USED 37" WINDOW WIDTH 35" TYPICAL ELEVA110Jr 3/16" HEAT STREN'D. GLASS 090" Interlayer DuPont Butocite PVB By 'Kuroray Americo, Inc: 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 •• •• •• I• • •• • • • • L 1• I� :i I- . . _j, . •• • • •• .• • • • •• • • • GTJSS TY?'E '11' • • • 7" MAX. HEAD/SILL CORNERS PRODUCT REVISED escomplying withtheFlorida Building Code Acceptance NO Ii Uon0Me L LOCKING POINTS SEE CHART. WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH 26' 2 38-3/8" 50-5/8" 4 63' 5 -'76" 06.10 • GLAe LIAPACITIES ON THIS SHEET ARE • BAS*D ON ASTM 0300-09 (3 SEC. GUSTS) •1=ND ILQRIDA BUILDING COMMISSION • ECIAVATORY STATEMENT DCA05— DEC —219 Engr•. JAVAD AMMO FLA. PE / 70592 • di♦N•1rte• • • • JlJf 232015 mLu 3 9 1- 8 S o y E w 1� eco N m 0 o"1 Z 3� 0` S L.I.L1 01 n v g sP c 0 N u vo co 1 71 K drawing no. W11-05 sheet 1 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • — / y \ \ / H --ice-= "' 1 T ilr 1u n II \1 \n 11 \ 8 11 \ 2 II / o o _<• — — / \ \ TYPICAL ELEVA110Jr 3/16" HEAT STREN'D. GLASS 090" Interlayer DuPont Butocite PVB By 'Kuroray Americo, Inc: 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 •• •• •• I• • •• • • • • L 1• I� :i I- . . _j, . •• • • •• .• • • • •• • • • GTJSS TY?'E '11' • • • 7" MAX. HEAD/SILL CORNERS PRODUCT REVISED escomplying withtheFlorida Building Code Acceptance NO Ii Uon0Me L LOCKING POINTS SEE CHART. WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH 26' 2 38-3/8" 50-5/8" 4 63' 5 -'76" 06.10 • GLAe LIAPACITIES ON THIS SHEET ARE • BAS*D ON ASTM 0300-09 (3 SEC. GUSTS) •1=ND ILQRIDA BUILDING COMMISSION • ECIAVATORY STATEMENT DCA05— DEC —219 Engr•. JAVAD AMMO FLA. PE / 70592 • di♦N•1rte• • • • JlJf 232015 mLu 3 9 1- 8 S o y E w 1� eco N m 0 o"1 Z 3� 0` S L.I.L1 01 n v g sP c 0 N u vo co 1 71 K drawing no. W11-05 sheet 1 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING O 0 EXTERIOR 0 0 0 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING IA META. EDGE STRUCTURE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING Fr- - II MIAMI-DADE COUNTY APPROVED i 1 MULLION & MULLION ANCHORS 1 I SEE SEPARATE NOA � I i EDGE DIST. 41 JJ WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED' BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1BY• WOOD BUCK A EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' (Fu -177 ESI, Fy-155 KSI) INTO 2BY 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 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) fj14 SMS OR SELF DRILLING SCREWS (GRADE 2 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) #12 SUS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81 (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. • • • giQOD•AT SJEAD.•SILL 9R JAMBS. - 0.55 MIN. • CONCIETE•ATsHEAD, SILL AOR *JAMBS Yc - 3000 PSI MIN. •• �'90 I .0IM'FM.EDON0UMAP WEIGHT CMU AT JAMBS f'm - 2000 P51 MIN. • • • • • • • • • •• ••• •• • • • •• Env JAVAD AHMAD CML RA. PE 70592 • ••• • • •4.• • • • • • • PRODUCE Ram • • • • • us rnp1YID•W1h • ••/ • /• • EttAccept°°NNogCodo• - L 144 'Q./,V EvIi DaisBy ��l ,21 Niaml •. ProdoclG .1 • • •• •• •• • •• • •• • •••• •• • •• • • •• •• •• • ••• ••• •• • • ••• • • • ••• 1N 2 3 2015 la 4"u 0 0 0 U FAX (305) 885-5902 c W •O1 EE;S2$ A�i o c drawing no. W1 1 -05 (sheet 2 of. 6 ) • • • TYPICAL ANCHORS u'—SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WIN00W WIDTH WINDOW WIDTH • 1/4" MAX. SHIM 2BY W000 B •• ••• • • • • • •• • • • •• • •• ••• •• • • • •• • • • ••• • • PRODUCT Mines • • • • • • u complying with dl Molds • • •• •• Building Code • 0 •6 • • Awrytence No N"y'�/C Rs Ration Date •,C Cis L tete • • • By ✓L... !r Idiom *dare clean ,I4 Ener. JAVAD AHMAD CML RA PE 2 • C «N. 7050 • • • • •• 232015 TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • - • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • 0 Tn c 0 G i t 2 cv 5 c g0 o_ 1 a drawing no. W 1 1-05 (sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING rr ,t I MIAMI-DADE COUNTY APPROVED MULUON & MULLION ANCHORS j SEE SEPARATE NOA 1 EDGE DIST. 12- TYPICAL ANCHORS SEE ELEV. FOR SPACING L/4' MA(. SHIMS TYPICAL ANCHORS ' SEE ELEV. FOR SPACING .• 0 w 4 •• • • • • • • •• ••• PRODUCT REVISED • complying with the Florida ,a Building Code al -0g. 10 Acceptance Mo • kaWDelp • -AM /Zc22 •• • • q .�4l,.._'.'. , MI a n oI •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • ••• • • • • • • • • • • • • • • • •• • • • • •• • • • •• • •• • Engr..MVAD AMMO CML FLA. PE Vac2 •f .• •• .iIIN 2 2 NZ ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • ti z of g Z Q L. N QC 0 o as x� Qr 0 LL o ag,u2 oo o�to-E2 LLmm9•_ Lon J Lai 8 N -J u) W • R ja m 3 n O o_ n i z3�w 0 v R U w J W a,Z 1. 0 0 0 • i S drawing no. W11-05 C9heet 4 of S 2.750 0 FRAME HEAD/SILL/JAMB 2.354-- a1.330 2.094 1 .062 -- .719 .372 f 2.813 .896 .590 O 1.582--I VENT 15 FLUSH FRAME ADAPTER .519 .8; 3 jI .045 I 1.047 h - O3 GLAZING BEAD (5/16" LAM. GLASS) 14 CORNER KEY -yj—.130 .8 3pry_I ltl .045 L 1.172- ® GLAZING BEAD (INSUL. LAM. GLASS) 0 SNUBBER — FRAME 0 GLAZING BEAD (7/16" LAM. GLASS) .245 .780 -1 .720 l - Q SNUBBER — VENT ITEM PART / QUANTITY DESCRIPTION I1ATERIAL 11ANP./SUPPURR/REMAHEB i E501 4 FRAME HEAD/SILL/JAMB 6063-16 - 2 E502 4 VENT 6063-T6 - S FY108 AS REDO. GLAZING BEAD (5/16" IA11. GLASS) 6063-T6 - 3A E505 AS RE00. GLAZING BEAD (INSUL WA. GLASS) 6063-76 - 38 FY109 - AS REQO. GLAZING BEAD (7/16" LAAI. GLASS) 6063-16 - 4 E508 A5 RE00. SNUBBER - VENT. FULL LENGTH 6063-08 - 4A E509 A5 REQO. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 . OPTIONAL SCREEN FRAME 6063-T5 - 7 110 X 1-1/4"• AS REOD. FRAME AND VENT ASSEMBLY SCREWS - H WH 5412 8 6203 A5 REQD. BULB WEATHERSTRIPPING. DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 A5 REOD. GLAZING BEAD BULB. DUROMETER 65 SANTOPRENE UL1RAFA8 . 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP 041J0 BOTTOM STEEL TRUTH, INSTALLED WITH (2) /10 X 5/8" SOS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 6/ VENT KEEPER _. STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMAK/SIL TRUTH 14 P5J40-55 2/ CORNER FRAME/VENT CORNER KEY 5T. STEEL - 15 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-16 OPTIONAL 16 - 3 ANTI 50,G SKATE NYLON M4M PLASTICS 17 110 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWS - - 18 18 X 3/4" A5 REDD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PNR5 SPACED AT 7-3/4" 0.C. 19 - 2/ LITE SETTING BLOCK, 3/16" X 3/4" 5 4" LONG MOM OUROMETER 80l5 SHORE A 20 FL8-50 - GLASS SPACER - 1/8" 111611 SIUCONE FRANK LOWE 21 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM 113096.92 "8Y 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) 110 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK 'GUIDES 133489.00.0001 SPACED AT 12-3/4" 0.C. MAX. EACH GUIDE. FASTENED WITH (2) 110 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X;5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES 135.12,00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) 110 X 5/8" P PH SELF DRILLING SCREWS •• ••• OPERATOR: • • • •• • • SINGLE ARM ROTO OPERATOR 152.13.012 BY 'TRUTH' • • • LOCATED AT SILL END FASTENED WITH (6) 110 X 1" P PH SMS OPERATOR TRACK 130175 AT BOTTOM RAIL FASTENED WITH (2) 110 X 1" P PH SMS PRODUCT RBV19ED d complying with the Florid, Building 5-04-06 0 • • • Vat' DAA . yG 3 /zoe B s4(4.., 'L •..- 00 •• ••• •• • • • •• ANTI -SAG SKATES: VINYL ANTI—SAG SKATES BY 'M&M PLASTICS' • • 0 • • • • • • (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOIM•RAILS • • • • (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WITH (2) 110 X 1-1/4" P FH SOS. • Engr. JAVAD NAIAD CML F14. PE 70592 • • • •/ • JUN 3'205 COMP-ANL\W11-05EC0 ✓ PQ J § J 1 ui ` 1- n (liii • O O OK' O 1 Z 3L'' § Z6o o ZE O w 6 0 n 0 0 8 n 0 u va C e o 8 E drawing no. W1 1 —05 K sheet 5 of 6 ••• • a • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 41041 • • • 0041 • • VENT CORNER FRAME CORNER PRODUCT REVISED• • • • • • ascorodraiswith Wajde • • • • • Sudan ccptr Code .•f /� / )s • • .,«iz don Ma -4--17-', • • • Miami r • Product ••• • •• • ••. • • • • • • • • • ••• • '• • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • . • . • . .• . . • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Miami, Fl. 33178 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 cotnply with the Florida Building Code, including the High Velocity Hurricane Zone. DESERIPTION: Series "ECO -Guard Clipped" Aluminum Tube Mullion - L.M.L. AY1911OVAIr. BtQUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion", .sheets 01 thtettglj 09 pf 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al-Farooq Coq oration, kind and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Appun�v�al.stamp with the Notice of Acceptance number and Approval date by the Miami—Dade ee (rily Prodttet4entrol Section. MMILE JM NGT RATING: Large and Small Missile Impact Resistant LABELINGoBaek unit shall bear a permanent label with the manufacturer's name or logo, city, state, pnd faith/Aim statement: "Miami -Dade County Product Control Approved", unless otherwise noted hdreirt.' MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SAY 26 Street, Room 208 T (786) 315-2590 F (786) 315-499 www.mie midade.gov/economy • .. • • . • I'EN1;WAL of this NOA shall be considered after a renewal application has been filed and there has been • no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami ---Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through .09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with 'marked -up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a ' clipped aluminum •• • " • mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering • • • • • • ife Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-2166C, both .. dated 01/15/09, signed and sealed by Candido F. Font, P. E. • • • 4.. : •' esttreports 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 •' eng with marked -up drawings and installation diagram of a clipped aluminum • ifiUhon single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Jtepvrt No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5th Edition (2014), issued by Al-Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. G. OTHERS L None. • •• • • . • •..• . .• •. • . .. . • • . . • .. . • •• • •. .• • •... •. .. . . ...• ...• . . • .... •••• . .. • • • • . • .• . • .• • . . E-2 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 • • ••• • • • ••• .. •• • • • •• •• • • • • •• • •• • • • • • •• • ••• • • • • • •• • • •• • • • • • ••• • • • • ••• MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT, AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLION$ USING MULUON PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND 1W1t0 TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGH VELOCITY HURRICANE ZONE (119117). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOW BUNS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED A5 SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN 71105E SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOW ONLY. MATERIALS WCI.UOING BUT NOT LOURED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILOR MATERIALS SHALL MEET 114E REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE INAMI-OADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 DESIGN RATINGSING CHARTSON TTHH I DE5044 woo 3 SELECT SPECIFIEDJON SIZE ON STEP 1 ABOVE. USNiG ANCHOR TYPES ON SHEETS 5 THRID 9 AND ANCHOR CHARTS STEP 5 ON SHEET 4. SELECT ANCHOR TYPE WITH OES1GN RATING MORE THAN THE DESIGN LOADS SPECIFIED N STEP 1 ABOVE. • • • •• •• • • • • • • • • • • • • • • ••• ••• • •• • • • • • • • • • • • •• •• • • • _e__ -Ls • II • • II••• • • ••• r • • • • 41000• • • •• • • • 6 6.000 • ••• •• -r----77Th' 111,1 in I I III T TYPICAL ~—GLAZING PROOUCT 11 TYPICAL WINDOW FRAME O 2.000 ALLOY s 6063-16 TUBULAR SHAPES 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE W1NOOW OR DOOR APPROVAL FOR FASTENERS SIZES MID SPACING Appance m complying whit tRe F od& 8uilann Q U as O 2r Lt./ Engn JAVAO ANNAD MIL FuCANPEi 3, 3.'U69 u x',2,3 2H1.4 4.000 z Rg 8g g YI (4 WI; O NJl g m �40 O Nn o c' ma - oo ALUMINUM drowing no. M14-01 (sheet 1 of 9 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •_•-• • • • 411 1.000 L .125 —.125 Ix - .9502 6,\4 Sx - .6335 67\3 1 X 3 STD. MULLION 6063-T6 4.000 1.000 1- _1.125 —.125 Ix - 2.0374 6,\4 Sx 1.0187 w\3 1 X 4 STD. MULLION 8063-T6 • • • •4 •--101.000 I•- • • •• •. •• •.. ..r . • / .125 7 6 3.000 •• ••• •'i7 } • • 4 • • • • • • 1 • • • • IR .• 1.538 6n4 Sx 1.0254 61\3 1 X 3 CUSTOM MUWON 6063-T6 .125 Ix - 3.1878 IN\4 Sx - 1.5939 61\3 1 X 4 CUSTOM MULLION 6063-T6 4.000 2.000--{�.,25 Ix - 2.9762 w\4 Sx - 1.4881 61\3 2 X 4 STD. MULLION 6063-T6 —.125 T 2.000 .125 4--2.000 ANGLE CLIP 6063-T6 1/2' MIN. 1 .718 .125 } _ 5.500 2.,25 Jj MULLION CLIP 6063-T8 r--1.718 ----I .125 2.125 } 5.500 MULLION CLIP 6063-T6 r-2.000 �zs 6.000 Ix 8.2757 IN5,4 Sx - 2.7588 IN\3 2 X 6 STD. MULLION 6063-T6 .125 r--2.000 x,250 6.000 Ix - 15.2031 IN\4 Sx = 5.0877 67\3 2 X 6 HEAVY MULLIQN 6063-T6 } —.250 in oomWYhf3 "ft Ih 1idl1111dhdh • DM_. �.F - l" e rumr.L+•..ye" vT �.:feT ,. 1• Engr. AAO MOOD CML FLA. PE II 70592 CAN. 536 .MAY,' '0,2014 03%.01 j 6 g 5 drawing no. M14-01 sheet 2 of 9) • •••• • • • ••- •• •• • • •• • •• •• • • • • • •- •- •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • ••• • - • • ••• Us' IC MULLIONN\M14-01ESW DEMON LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WINDOW 1 X 3 1 X 4 1X3 1X4 2X4 2X6 2X6 WINDOWDIMS• 1X3 1X4 1X3 1X4 2X4 2X8 2X6 WINDOW DIMS. 1X3 1X4 1X3 1X4 2X4 2X6 2X8 WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STPD: STD► • HEAVY• iypOTN..(WAMULL SPAM STD.• • STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (w) MULL 5Pµ STD. STD. CUSTOM CUSTOM STD. STD. HEAVY Z 2 1 at a6 gggg $ 41 p •4 $ 4f�� i ! d g S ." " g 19-1/8' 120.0 120.0 120.0 120.0 120.0 I20.0 • 129.0 4 WO -I«' • • • 741 • 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 59.3 55.3 120.0 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.t 141, 120.0 'i -172' •• • 53.19 15.4 87.1 120.0 120.0 120.0 120.0 26-1/2' - - - 42.8 39.9 111.0 120.0 30' 120.0 120.0 120.0 120.0 12180 • 1211.4) • 120.0 1 30' • • • •47.5 • • 101.9 76.9 120.0 120.0 120.0 120.0 30' - - - 37.8 35.3 98.1 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0- 37' - - - 30.6 28.6 79.5 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42' - - - 27.0 25.2 70.1 120.0 48' 38-3/8' 120.0 120.0 120.0 120.0 120.0 4,29.0 • 120.0 • 48; 71,-14' 29.7 63.7 48.1 99.7 9.3.1 120.0 120.0 48' 120' - - - 23.6 22.0 61.3 112.6 54' 120.0 120.0 120.0 120.0 120.0 1 120.0 i 129.0 • • • 546 4 • .26.4 56.6 42.7 88.6 82.7 120.0 120.0 54' - - - 21.0 - 54.5 100.1 60' 120.0 120.0 120.0 120.0 120.0 T22.0 : � O •••�� : t • 4 : • 18.8 51.0 38.5 79.7 74.4 120.0 120.0 60' - - - - - 49.0 90.1 66' 112.5 120.0 120.0 120.0 120.0 120.0 4 120.0 •I • 664, 4 • 214 46.3 35.0 72.5 67.7 120.0 120.0 86" - - - - - 44.8 81.9 72' 103.2 120.0 120.0 120.0 1 720.0 220.0 4 1�i.0 • 4 •7�42.5 ••• ••_ 32.1 66.5 62.0 120.0 120.0 72' - - - - - 40.9 75.1 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8' - - - 44.5 41.6 115.6 120.0 28-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2' - - - 32.1 30.0 83.4 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30' - - - 28.4 26.5 73.7 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 .37' 26.8 57.1 43.1 89.3 83.4 120.0 120.0 37' - - - 23.0 21.5 59.8 109.8 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42' - - - 20.3 - 52.6 98.7 48' 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84' 20.5 44.0 33.2 68.8 64.3 120.0 .120.0 48' 132' - - - - - 48.1 84.6 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY. FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 54' 114.8 120.0 120.0 120.0 120.0 .120.0 120.0 54' - 39.1 29.5 61.2 57.1 120.0 120.0 54' - - - - - 40.9 75.2 60' 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.2 26.6 55.1 51.4 112.6 120.0 60' - - - - - 38.8 87.7 66' 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.0 24.2 50.1 46.7 102.4 120.0 66' - - - - - 33.5 81.5 72' 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72' - 29.3 22.1 45.9 42.8 93.8 120.0 72' - - - - - 30.7 56.4 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/5' 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' - - - 34.3 32.0 89.0 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2' - - - 24.8 23.1 64.3 118.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0, 30' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30' - - - 21.9 20.4 56.8 104.3 37" 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 38.2 28.9 59.8 55.9 120.0 120.0 37' - - - - - 48.0 84.5 4Y 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 .49.2 120.0 120.0 42' - - - - - 40.5 74.5 48' 50-5/8' 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96' - 29.5 22.3 46.1 43.1 107.8 120.0 48' 144' - - - - - 35.5 65.2 54' 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54' - - - - - 31.5 57.9 60' 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60' - 23.6 - 36.9 34.4 882 120.0 60' - - - - - 28.4 52.1 66" 84.7 104.1 104.7 120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66' - - - - - 25.8 47.4 72' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72• - - - . - - 23.7 43.4 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 75.9 120.0 120.0 28-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' - - - 58.7 54.8 120.0 120. I• 30" 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 51.8 48.4 120.0 120.0 ARCHES TO BE INSCR,BED HORIZONTAL MULLION IN RECTANGULAR SHAPE111 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37' - - - 42.0 39.2 109.1 120.0 42' 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 34.6 90.1 120.0 f r_ S' ZIAZOIC 48'63. 48.6 92.4 78.7 120.0 120.0 ` 120.0 120.0 48' 108' - - - 32.4 30.2 84.1 120.0 i ' PRODUCT 3 54' 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 26.9 74.7 120.0 ..'---VERTICAL MUUIDN 60' 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60' - - - 25.9 24.2 67.3 120.0 z 86' 35.4 87.2 57.3 105.1 98.2 120.0 120.0 86' - - - 23.6 22.0 81.2 112.3 1A291 C0 PRODUCT GLAZING PRODUCT 3 �d 72' 32.4 61.6 525 96.4 90.0 120.0 120.0 72' -s - - 21.6 20.2 56.1 103.0 y '5„"' ALL LOADS ARE EXT.(+)/INT.(-). ING PRODUCT GLAZING! P UCT • 11111 NOTE' W1 W2 MULLION SPAN I 18,•,•• MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. ' S 2 (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS E"9" JA 0 ** AD FIA PE 70592 N WI + W2 CAN. 538 1 ApprmIA 4Y + flask%1. ". 1'btidn OI i Urate ( drawing no. M14-01 MULLIONS I OA it: -., - IT'.'� ,' �, ...A.,---__ 11 `�0„Y, 2 3 2114 'L, r (sheet 3 of 9 „"•'•"---s.,, • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • • •• • • ••• DEMON LOAD CAPACITY - PSP • DESIGN LOAD CAPACITY - P89 DESIGN LOAD CAPACITY - PSF Ul �� o WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (w) MULL SPAN A2 A4 All B2 .4: B4% • . B4b •1810TH t)' MULL SP AWN • A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 AB B2 54a B4b Z P,r r i i SSI O 8 ,4 a a a W I O 0. >< 0 �°QI 4 EI a I LL GWZ all Q Z y$ l a W �i F MUWON\M14 19-1/8" 120.0 120.0 120.0 120.0 • 120.0 • 121.0 3 W -W . • 122.% 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 26-1/2' 120.0 120.0 120.0 120.0 : 120.Q • 120.0 4 :8- T2`30" • 11 .2 : 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 30" 120.0 120.0 120.0 120.0 • • •20.• • • 120.0 4 30" • • • • 100.4 120.0 120.0 64.6 93.1 120.0 30" 62.4 106.8 120.0 40.0 57.6 80.0 37' 120.0 120.0 120.0 101.4 120.0 120.0 37' 81.8 120.0 120.0 524 75.5 104.8 37" 50.6 88.2 120.0 32.4 48.7 64.9 42" 120.0 120.0 120.0 89.3 120.0 120.0 42' 72.0 120.0 120.0 46.2 68.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 48" 38-3/8" 120.0 120.0 120.0 78.2 11j.2 . 122.0 • i • 7t-4" 3.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 88.0 102.0 - 25.0 36.0 50.0IZ 54" 108.4 120.0 120.0 69.5 *00.1 • 126.0 • • 54 • • •••• • • 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 60" 97.6 120.0 120.0 62.5 98.1 T211.044• 4• 57.9 120.0 32.3 46.5 64.6 60' 31.2 54.4 81.6 20.0 28.8 40.0 68' 88.7 120.0 120.0 56.9 81.0 • 114.7 • • 661 • • 448 79.9 119.9 29.4 42.3 58.8 66' 28.4 49.5 74.2 - 26.2 36.4 72" 81.3 120.0 120.0 52.1 •75.0 • 10112 4 71#' • • • • • *12.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 59.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 84.7 93.2 120.0 28-1/2" 64.2 112.0 120.0 41.2 59.3 62.3 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30' 56.7 98.9 120.0 36.4 52.4 72.7 37" 120.0 120.0 120.0 92.7 120.0 120.0 37' 72.3 120.0 120.0 46.3 66.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 42" 120.0 120.0 120.0 81.8 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 37.4 51.9 48" 42" 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 1( ALUMINUM TUBE MULLIONS 1.1 ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEOLEY, FL. 33178 TEL. (305) 885-5299 FAX (305) 885-5902 54" 99.0 120.0 120.0 63.5 91.4 120.0 54' 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 60" 89.1 120.0 120.0 57.1 82.3 114.3 60' 44.6 77.7 118.6 28.6 41.1 57.1 80" 28.4 49.5 74.2 - 26.2 36.4 68' 81.0 120.0 120.0 51.9 74.8 103.9 68" - 40.5 70.6 106.0 26.0 37.4 51.9 68" 25.8 45.0 87.4 - 23.8 33.1 72" 74.3 120.0 120.0 47.6 68.6 95.2 72" 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 - 21.8 30.3 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0-' 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.6 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 58.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.3 75.5 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.7 37" 119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 54.8 97.1 23.8 34.3 47.8 48" 50-5/8" 92.4 120.0 120.0 59.3 85.3 1185 48' 96' 48.8 85.0 320.0 31.3 45.0 62.5 48" 144' 32.5 56.7 85.0 20.8 30.0 41.7 54" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.5 40.0 55.6 54" 28.9 50.4 75.6 - 28.7 37.0 60" 74.0 120.0 120.0 47.4 68.3 94.8 80' 39.0 68.0 102.0 25.0 38.0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 68' 67.2 117.2 120.0 43.1 62.1 86.2 66" 355 61.8 92.7 22.7 32.7 45.5 86" 23.6 41.2 61.8 - 21.8 30.3 72" 61.8 107.5 120.0 39.5 56.9 79.0 72" 32.5 58.7 85.0 20.8 30.0 41.7 72° 21.7 37.8 58.7 - 20.0 27.8 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8' 108.8 120.0 120.0 69.7 100.4 120.0 26-1/2' 120.0 120.0 120.0 88.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL _ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 30' 118.9 120,0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 TYPICAL \ANCHORS AH TS 37" 95.4 120.0 120.0 61.8 89.0 120.0 37' 56.2 98.0 120.0 38.0 51.9 72.1 , HORIZONTAL MULLION 42" 84.9 120.0 120.0 54.4 78.4 108.8 42' 49.5 86.3 120.0 31.7 45.7 63.5 --4=-s 48" 63' 74.3 120.0 120.0 47.6 68.6 95.2 48' 108' 43.3 75.8 113.3 27.8 40.0 55.6 80R1ICAL " PRODUCT ,.. 54" 66.0 115.1 120.0 42.3 61.0 84.7 54' 38.5 67.2 100.7 24.7 35.6 49.4 ti_ MUIIJON '. l 60" 59.4 103.6 120.0 36.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 3 zd U ,' `' \ 68' 54.0 94.2 120.0 34.6 49.9 89.3 66' 31.5 54.9 82.4 20.2 29.1 40.4 60211,10 PRODUCT GLAZING PRODUCT a 410 `yamAIL >11 72' 49.5 86.3 120.0 31.7 45.7 63.5 72' 28.9 50.4 75.6 - 26.7 37.0 {tv • i OWING PRODUCT GLAZING PRODUCT DUC TYPICAL. ■IIIII ALL LOADS ARE EXT. +)/INT.(-). �Tm�1L ANCFIORS �""t NOTE; W1 ANCHORS W2 MULLION SPAN 811111 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER - LOCATIONS AT HEAD. SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS T $ } ^ 8 ^ }" FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. 181 +W2 WIDTH (W) ; AVM /410/4"--- (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) - 2 TNA PES! 70592 Approved as complying with On Makin88011 1 OAII cz ilea N ' 1b CAN. 3536 drawing no. M14-01 ANCHORS 6Urlui� , z Rs,• Cont- 14.-- : + MAYS'' -i /014 sheet 4 of 9 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• \ O\ \. co TYPICAL ANCHORS 2 PER CUP• el ON WING) • • •• • • tAii0. • TYPICAL ANCHORS • .. • • • • 1 PER ANGLE • • • •• • ••• •• /14 SMS 1-3/4 0.C. MLN. 4 PER CLIP ANCHORS TYPE 'A2' ,I--1■r: fl�ll • • •• .:. • • • • • ••••• • 4FLOATIN01 CLI • • SNUG FI INWO6 MULI• • 114 5M5 1-3/4" O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) TYPICAL ANCHORS 2 PER ANGLE 4iCOI�RETE %14 5M5 1-3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE. 'A4' FLOATING CUP SNUG FR INSIDE MULL 114 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 2LUXMANGLE251/8" A Approved as complying neat the Florida Buidit • Co Dale :• a MI.. sd Pr •. _ C, . r TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE AIN. EMBED. MN. EDGE DIST. 1/4" OA. ULTRACONS BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) CONCRETE 1-3/4• 2-1/2" 1/4" 01A. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE - Ye - 3000 PSI MIN. METAL — 1/8" MIN. THK. STEEL Fy = 36 KSI MN. l/8" MIN. THK. ALUMINUM (6063—T5 M1N.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALXAU—RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER—WHRE METHACRYLATE LWAUER. Engr. JAVADD AWN) CARL FLA PE / 70592 CAN.,3536 MAY::t,3 `tU14 ' (11'u z g 81 a UM TUBE MU 4 b 5 drawing no. M14-01 sheet 5 of 9 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• • • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• • • • •• . • •• •• •• • •• • • ••• •• • 6 I • ��•t��" • • • • • TY�ICAI•AN�7UU� IHr r�1 • • • SR CUP (3 W+w • . •. „•'t \ • • • • .!: . • •••• I • • IF • • • • • • • • • • • • •• • • 1 • • it • •• TYPICAL ANCHORS uu 3 PER ANGLE R►��` d\ ,4111 -_I n /14 SMS 1-3/4' O.C. MIN. 6 PER CUP ANCHORS TYPE 'A6' FLOATING CUP SNUG FIT INSIDE MULL /14 SNS 1-3/4" O.C. MIN. 3 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4 -DHA. ULTRAGONS BY 'Eta)* (Fu -1n KSI. Fy-155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF (AWNS SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE a en - 3000 P51 MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FIAT HEAD. ALL CLOS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH A1GIJ-RESISTANT COATINGS. SUCH AS BIRUM8IOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr:.IAva AMMO CNt FLA. PE if 70592 CAA 3536 MAY:2ta14 eau 8 z owo F 3 g� Nn Z 0 1 3 ALUMINUM TUBE drawing no. M14-01 sn6.t 6 or 10 • ••.• • • • ••• •• .. • • .• • •• ••• • • . . •• •• •• •• • • . • • . •• • ••• . • . •. •. . •• . • • • ••• • •. •• • . .•• TPK:AI RS 2 PER CLIP• =1 ON W9 G) •• • •• •_ • • •• • ��.\ •• • • • • •• 114 SMS 1-3/4' O.C. MIN. 4 PER CLIP ANCHORS TYPE 'B2' TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) •• TYPICAL. ANCHORS 1 PER ANGLE 6\ IL sh,„ \ , OFRLEG BIO�KK •• ••• . • • • • • • ••••• • • •• • • *FLOWN* CLIP • • SNUG Fla (NOM i1Uli • /14 SMS 1-3/4' 0.C. M. 2 PER ANGLE TYPICAL ANCHORS 2 PER ANGLE 2 X 2 X 1 ALUM ANGLE \ FYIEO BLACK FLOATING CUP SNUG FR INSIDE MULL 3/9' MIN /14 SMS 1-3/4' 0.C. MIN. 4 PER CLP ANCHORS TYPE `B4a' 114 SUS 1-3/4' 0.C. MIN. 2 PER ANGLE 2 X 2 X 1/B' ALUM ANGLE Approved as eomplyMpLilt ate Flonde lTnOel $1��3T 2¢ NOM_ � r.�• i � TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4' DIA. ULTRACONS BY 'ELCO' (Fu -177 K51. Fy-155 KSI) MASONRY 1-3/4' 2-1/2' W000 1-1/2' I. WOOD - 28Y W000 BUCKS OR Y1000 STRUCTURE S.G. - 0.55 MIN. MASONRY a C-90 HOLLOW/FILLEO BLOCK I'm - 2000 PSI MIN. IBY OR 2BY 41000 BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. Engn JAYAD AHUAO CMI FIA. PE / 70592 CAN. 353E �..149Y 7 3 20' �`‘, 144.9 g°& 11H ; 111 0 Z 3 0 J J 2 03 0] 1- 2 D Z J 1 drawing no. M14-01 sheet 7 of -91 • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • s • • • • • ••• • • • 8 • •• • • • • •• • • • • •• • •• •• • • • • • • .• • • • ••••• • • TYR ICMIANMioR, • • • • 4 IERR CLW (2 ON 011CH 4 *& • • • •• •. 1 •.•\\ • •• • • ••• • •••• ••• • •• • • /14 SNS 1-3/4' 0.C.. MIN. 6 PER CUP ANCHORS TYPE 'B4b' • • • • •• TYPICAL ANCHORS 2 PER ANGLE 6\h. "41 FLOATING CUP SNUG FIT INSIDE MULL /14 SMS 1-3/4' 04, MIN. 3 PER ANGLE 2 X 2% 1 6" ALUM TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE LIIN. EM8E0. MN. EDGE DIST. 1/4' DIA. ULTRACONS BY 'ELCO' (Fu -177 KSI, Fy.-155 KS1) MASONRY 1-3/4' 2-1/2' WOOD 1-1/2' 1' WOOD a 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY d 0-90 IOLLOW/FlLLED BLOCK ('m 2000 PSI MIN. IBY OR 20Y WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM 10 BUILDING STRUCTURE. ANCHORS MAY 8E HEX OR FIAT HEAD. Eng: JAVAD NAIAD OWL FLA. it if 70592 CAN. 3538 MMI 2.3 20 4 4,u 4 3 (3 s Z� o vs J2 3L W tJ 10 Na m Oo' w 2 Z31, -w i 3z j O .Fg w o. 2 g 1 1 1 drawing no. M14-01 (sheet g of 9 sheet 9 of 9 ) • •••• • • • ••• •• .• • • •• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • 404 SMS • • • • • • • SEECWRT FOR QUANTITIES • • • • •• • • • • • • • • • • • • • • • • • • •)• ••• • • ••• TUBE MUWON •• • • • •• ••• ip"..i SMS • • • • w • 2/ SIDE • Iii HIIR CHANNEL CDTUIR FIT SNUG • • • • • • • • • • • • TO MUWON TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE 04 FH SMS I -1/z" O.C. MAN. SEE CHART FOR OUANT4ES TMS SCREW CAN BE INSTALLED 114 EITHER DIRECTION I 4, . 114 FH SUS 2 PER CUP 1" O.C. MIN. I-3/4" X 2 X 1/8. (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO AT SNUG INSIDE 118E ANCHORS DETAIL #1 METAL TO METAL CONNECTION /14 SMS SUBSTRATE Ed. MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8' 1/2" ANCHOR CHART NO. OF SCREWS TYPE A2 2 TYPE A4 TYPE A6 3 4 Calm JAYAD AHMAD CN1L • FLA PE 1 70592 C.A.N. 7838 tFAY : 3 2014 A z (n z 0 7 m 1- J U o JJ a1 2 ISK zip 3z�g 0� 0 J W c, p i i drowing no. P9114-01 MIAMI• COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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.m in mld ad ey,Qv/neral CGI Windows & Doors 10100 N.W. 25th Street Miami, FL. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction... PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "560" Aluminum Sliding Glass Door (3—Track) w/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-58, titled "Series 560 Alum Sliding Glass Door — LMI", sheets 1 through 13 of 13, prepared by A1—Farooq Corp., dated 11/10/09, with revision A dated 03/23/12, 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, city, state 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 changeln trip applicable building code negatively affecting the performance of this product. • •FERMM A.tION 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 p!oduct,'for gales, iidvertlsing or any other purposes shall automatically terminate this,NOA. Failure to comply • vvith any se ;tion of /firs 1VtA shall be cause for termination and removal of NOA. • • • ADVE'tt1S1MEIT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by ' • • • the expjratiatl date tatty by displayed in advertising literature. If any portion of the NOA is displayed, then it shall :... bb done 1t1 Its entirety • • • • • . J'1SPEdIQN: A.Qui pf this entire NOA shall be provided to the user by the manufacturer or its distributors ' • and shall b'e•svvailable for inspection at the job site at the request of the Building Official. • • • • phis NQ4.cevises &'renews NOA # 09-1209.07 and consists of this page 1 and evidence pages E-1 & E-2, as well as dppro'al document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI DAD OUN APPROVED 66A0A 1 NOA No 12-0416.05 Expiration Date: June 12, 2017 Approval Date: August 2, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under previous file # 09-1209.07) 2. Drawing No. W09-58, titled "Series 560 Alum Sliding Glass Door - LMI", sheets 1 through 13 of 13, prepared by AI--Farooq Corp., dated 11/10/09, with revision A dated 03/23/12, 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) Forced Entry Test, per FBC, TAS 202-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum SGD, by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0707-09, dated November 10, 2009, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous file # 09-1209.07) 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) Forced Entry Test, per FBC, TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum SGD, by Hurricane Engineering Testing, Inc., Test Report No.'s HETI-07-4405, HETI-07-4409, HETI-07-4416, HETI-07-4418, HETI-07-4424, HETI-07-4425 and HETI-07-4426, dated December 27, 2007, signed and sealed by Candido F. Font, P. E. (Submitted under previous file # 08-0304.05) C. • .CALCULATIONS • • • • 1: Anphpr• •verification calculations and structural analysis, complying with FBC-2010, • • prepbredby Al Farooq Corporation, dated 2/28/12, signed and sealed by Javad Ahmad, P.E. • 2. Ghj g cpmplies w/ ASTME-1300-04. • .• •... D. • • • QUALL7NASSURANCE • • • •le Mimi Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. .. MATERIAL CERTIFICATIONS • • • d; Notico of Acceptance No. 11-1102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex • ` and•Saftex HP Composites Glass Interlayer with PET Core" dated 06/24/12, expiring on • 12/11/13. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expirin01/14/1 E-1 Jaime D. Gasc , P.E. Product Control Section Supervisor NOA No 12-0416.05 Expiration Date: June, 12, 2017 Approval Date: August 2, 2012 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/15/12, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL- 0080-0707.09, issued by Hurricane Test Laboratory, Inc., dated November 10, 2009, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous file # 09-1209.07) 3. Laboratory compliance letters for Test Reports No.'s HETI-07--4405, HETI-07-4409, HETI-07-4416, HETI-O7=4418, HETI-07-4424, HETI-07-4425 and HETI-07-4426, issued by Hurricane Engineering Testing, Inc., dated December 27, 2007, signed and sealed by Candido F. Font, P. E. (Submitted under previous file # 08-0304.05) G. OTHER 1. This NOA revises & renews NOA # 09-1209.07, expired on 06/12/12. • .. .. . • • .... . .. .. • . • • . . . • . . • ▪ .▪ . • • • .. .. • .. .. . . .... .... • . .... .... .. • • • . • • . .. • .. •.. . • E-2 Jaime D. Gascon, .E. Product Control Section Supervisor NOA No 12-0416.05 Expiration Date: June 12, 2017 Approval Date: August 2, 2012 281 1/2" FALSE WEEN OPTIONAL •4" PAIR OF ANCHORS AT HEAD/SILL 000R FRAME WIDTH HEAD/SILL ANCHORS CLUSTER OF 4, 6 OR 8 AT STILE ENDS SEE CHART ON SHEETS 5 & 6 18" MAX. FOR CAPACITY HEAD/SILL 8" MAX OF ANCHORS AT JAMBS `` 4" __ice �/1 ,`\ 4" SHEET 8 �+ '-_ ISE( HEAD/SH HEADPAIR CORNER PANEL HEIGHT 706 11/16" =;t====��_ — E l © �1 II 'L it ®O O S - I I 1 I 1 11 ' 11 1' 1 11 1 _1F____1r_ t' �I 7/ j' ''a. li '1 it 1 11 11 '1 Co) 1 I I // -// a — ///"1.' -/ -7, ,/' <1--1 _ _ II 111 1 (Ill) 1 I1 .) 1 I ) 1 t l ) 1 THESE 000RS ARE RATED FOR LARGE Sc SMALL MISSILE IMPACT. —�/ 40 1/4" -- 40 1/4' 01 SHUTTERS ARE NOT REQUIRED. D.L OPG. O.1 NI D.L. OPG. _ SERIES 560 ALUM SLIDING GLASS DOOR (3 TRACK) O.-2 HEIGHT DOOR HEIGHT - 13 5/16" 48 l/4_ ^48 1/4.,. DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED 'TO COMPLY WffH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HAMZ). WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, 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 1N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. COPE SECTION 2003.8.4. .LU. mVin s YAC$LL mum — TYPICAL ELEVATION INSTRUCTIONS. USE CHARTS AS FOU.OWS. STEP 1 STEP 2 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 3 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USPIG CHARTS ON SHEET 5 & 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESCH LOAD SPECIFIED 94 STEP 1 ABOVE. STEP 4 FOR SDE BY SIDE 00085 WITH VERTICAL MUWON (R' REOLARED) CHECK ECAPACITY FROM CHART ON SHEET 13. SELECT ANCHORS A5 PER STEP 3. STEP 5 THE LOWEST VALUE RESULTING FRON STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. WAX. IAMB ANCHOR SPACINGS SHIM SPACE ANCHOR TYPE 'C' 'D• & 1/4" 3/6" • 18-l/2. u •- • 15-1/2 418-14/2` I/2" • 6-1/4"• •• •• t8-:2" 'LAMINATED GLASS AND :,AMINATED INSULATING GLASS • • • 1R&iE/SMALL MISSILE IMPACT FLA PE d' 10592 Carr. 33553386 • ••• • •\ •..S • • • • • • • ' • • • • • • •• • • •• • • •• • • •• • •• •.y • • t • •• • •. • • X52(12 rRODUC F REVISED g9scomplying with the Rlodd& WIIng Code ve no /2-a4�6.tir %DIU] z Ft g a te IF. ° U 4 ° O gg<o cc1§3 LL W4 tills 3 8 1 2 drawing no. W09-58 (sheet 1 of 13 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 XXX (SFIOWN) OXX XXO XXXXXX (SHOWN) oxxxxo t L XXXXXX (SHOWN) oxxxxo APPROVED CONFIGURATIONS NON—POCKETED DOORS 4 Over—oll Door Frome Width based on Ponel Width Penal Width 3 Panel Door From* Width 6 Ponel Door From* Width 24 1/4" 69 1/4' 137 1/2" 30 1/4' 87 1/4" 173 1/2" 38 1/4' 106 1/4' 209 1/2' 42 I/4' 123 l/4' 245 1/2" 48 1/4' 141 1/4' 281 1/2' 54 I/4" 159 I/4' 317 1/2" 60 1/4' 177 1/4" 353 1/2" MAXIMUM DOOR HEIGHT = 120" Formula to convert Door Width to Panel Width For 3 Ponel Doors: (Door Width + 3 1/2')/3-neIPa�wni�el Width For 6 Ponel Doors: (Door Width + 8')/6 o . • • • th• • • • • • •• Formula to convert Ponel Width Lo.Door 241th• • • For 3 Ponel Doors: Ponel Width x 3 - 3 1f2" DborSVidt• For 6 Ponel Doors: Ponel Width x 6 - *dth • • Panel Height Formulo Door Height - 2 9/16' - Pone! Heig1R • • • • • • • • • • • • • • •• • • •• D.L OPENING • • • • 0.1.0 HEIGHT a DOOR HEIGM • 13 514 6" • • D.L.O. WIDTH a PANEL WIDTH - 8" • • ••• • • • • • • O rgr: 4A64D�Ih1M • FIAPE,e 70592, .CAN. 3538 . • : • ••• ••• • •ill • •• WtonucrREVISE(' Bs complying with the Florid• Cods No • • • • • • • • ..• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 4100 • • W b RRL Sh ce ="o fn C'1" (NW, i o o M z 0 R Yp drawing no. W09-58 (sheet 2 of 13 Y 0. PXXX(SHOWN) XXXP PXXXXXXP (SHOWN) t PXXXXXX(sHOWN) PXXXX XO XXXXXXP OXXXXXP APPROVE() CONFICIIRATIONS POCKETED DOOR$ Up� r- 12 DOOR WIDTH Over-all Door Width based on Panel Width Panel Width PM, *DP Door Width PXXX)IXXP Door WdU P010001 Dow Width 24 1/4" 65 1/4' 129 3/8' 133 7/16' 30 1/4" 83 1/4" 165 3/8' 169 7/18" 36 1/4" 101 1/4" 201 3/8" 205 7/16" 42 1/4" 119 1/4" 237 3/8" 241 7/16" 48 1/4" 137 1/4" 273 3/8" 277 7/16' 54 1/4" 155 1/4" 309 3/8" 313 7/16" 60 1/4" 173 1/4" 345 3/8" 349 7/16" MAXIMUM 000R HEIGHT = 120" Formula to convert Door Width to Panel Width For PXXX: (Door Width + 7 i/2')/3 • Panel Width For PXXXXXXP: (Door Width + 16 1/81(13 • Panel Widlh For PXXXXXX: (Door Width + 12 1/I6) 6•• 141%0 meth • • • • Formula to convert Panel Width t• Ooor. Widtli • • • • • • , • For PXXX: Panel Width x 3- 7 1/2"•»door•W i 1 • For PXXXXXXP: Panel Width x 6 - 16 1/8" = Door Width For PXXXXXX: Pone1 Width x 6 - 12 1/16" Door Width • • • •• Panel Height Formula • • • • • Door Height - 2 9/18" - Panel igh • • •• • • 01. OPENX4G • • • 0.1.0 HEIGHT = DOOR HEIdWI•- 13 W16" 0.1.0. WIDTH = PANEL WIDTH - 8' • • • • •• • •• • • • 11190 Jl4I0 /MAO • OIL....... FIA -PE. ('70592 '. CAN. 1538 • �•� •e'• .• e: • (1 JULS'¢012 pRODUCI REVISED aS gtN� wiW41he Floud* Code Aeteplaece N9 4. ' • t We lilt) W J ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U z rc 7X5 p' cc w y1V r O N M O MM G3 n LQ D N Q i CD O 21^ Q� W drawing no. W09-58 (sheet 2.101 13 DESIGN LOAD CAPACITY - PSP (GLASS) DESIGN LARD CAPACITY - PSP (CLASS) DESIGN LOAD CAPACITY - PSP (GLASS) GLASS CAPACITY CHARTS r � 034" i U w GLASS TYPES 'I' & 'IA. GLASS •2• TYPES & '2A' - GLASS TYPES ,I• & '16' GLASS '2' & TYPES '2A' GLASS TYPES T & •IA, GLASS TYPES '2' & We NOTE: APPROPRIATE SILL RISER TO 8E SELECTED FOR MAX. POSITIVE DESIGN PRESSURE SEE DETAILS ON SHEET 4. OBTAIN ANCHOR TYPE AND CONFIGURATION TO USE FROM ANCHOR CFIAIITS ON SHEET 5 MULLION SIZE AND CAPACITY TO 8E OBTAINED FROM CHARTS ON SHE ES (3. LOWEST APPLICABLE VALUE FROM LOW THE ABOVE WILL APPLY TO CONOBION RE9IEWE0. PIHIDBCI REVISED •8�{,,?8Mp1?I•B8l/hl84?1ol4d4 "�^"'+C008 A08,11180 N° -1. 16 h . llMil , r 01 0 N W 0 1 • U 1F--.. U z 0 W N O I = 1+1 (n p N v] 6 D. QOO T 1 OF.. z 0.0cp W 0 .- C W Dl W J Q La Di - r 02171 Q 0 3- IX 00.q. Z 0_ O U 001- 1n 0 L ili O to {W¢� Z W • Z O Ol Q C •• Ma m010 0009 8000 1/0 REIN➢. 8/0 REIN,. 2111 REIN?. pyE1 grg, 000E Kw 2/0 R81NP. 14/0 11.10/41 WITH ERIN?. pa mi, 000E meg9/0 8818?. 21/0 REAMWITH REIN?. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 3236 S.W. 87 AVE MIAMI, FLORIDA 53174 TEL (306) 284.51.00 FAX. (308) 262.6978 1 a 3 0 6101° MCS 17R.(+) INT.(-) EXT.(,) 07.(-) EXT.(+) 110.(-) 41L1f3 •e'll EXT.(+) NT.(-) EXT.(+) MT.(-) EXT.(r) 10.(-) .."15 6 EXT.(,) NT.(-) EXT.(+) NT.(-) EX70) M.(-) 24-1/4 120.0 170.0 120.0 170.0 1200 170.0 24-1/4 80.0 80.0 80.0 80.0 120.0 140.0 24-1/4 80.0 80A 801 80.0 1201 1400 30-1/4 1201 165.0 120.0 1651 120.0 170.0 30-1/4 80.0 800 81.0 80.0 120.0 140.0 30-1/4 80.0 80.0 800 90.0 120.0 140.0 33-1/4 120.0 153.7 120.0 153.7 120.0 170.0 33-1/4 80.0 800 60.0 800 1201 140.0 33-1/4 80.0 80.0 80.0 800 120.0 140,0 36-1/4 1201 14.4 1200 144 120.0 170.0 36-1/4 39-1/4 80.0 80.0 80.0 60,0 80.0 80.0 600 88.0 120.0 120.0 140.0 14.0 36-1/4 80.0 80.0 80.0 800 120.0 140.0 39-1/4 120.0 134.3 1201 1319 120.0 170.0 39-1/4 80.0 80.0 80.0 80.o 120.0 140 42-1/4 120.0 120.3 120.0 1312 120.0 170.0 42-1/4 80.0 80.0 90.0 80.0 120.0 1400 42-1/4 80.0 00.0 810 BOA 1200 141 44-2/4 BO 114.1 114.1 120.0 126.4 1200 170.0 44-1/4 99 80.0 80.0 80.0 809 120.0 1400 44-1/4 111 801 80.0 800 000 1200 *40 46-1/4 1019 1088 120.0 123,1 120.0 170.0 46-1/4 80.0 80.0 801 `810 120.0 14.0 48-1/4 79.7 79.7 79.7 79.7 1200 1400 48-1/4 1045 104.5 120.0 120.1 120.0 170.0 48-i/4 80.0 000 610 6111 120.0 14.0 48-1/4 77.3 77.3 773 • 77.3 1200 1401 50-1/4 100.8 100.8 117.4 117.4 1200 170.0 50-1/4 80.0 80.0 81.0 810 120.0 140 50-1/4 748 748 75.0 75.0 120.0 1401 52-1/4 _ 93.6 95.6 115.0 1150 1204 170.0 52-1/4 800 60.0 60.0 600 120.0 140.0 52-1/4 - - - - 90.0 90.0 54-2/4 93.8 938 1125 1129 1210 170.0 54-1/4 - - - - 90.0 901 54-1/4 78.1 78.1 80.0 60.0 1200 74.0 56-1/4 92.0 92.0 1140 111.0 120A 170.0 56-1/4 75.5 75.5 60.0 810 120.0 1401 56-1/4 - - - - 900 900 56-1/4 00.0 80.0 80.0 800 120.0 1410 58-1/4 73.3 73.3 79.6 79.6 120.0 140 58-1/4 - - - - 900 90.0 60-1/4 80.0 BDA 80.0 800 120.0 140.0 60-1/4 - - - - 900 60.0 60-1/4 - - - - 90.0 900 24-1/4 120.0 170.0 120.0 170.0 *201 170.0 24-1/4 00.0 80.0 80.0 80.0 120.0 140.0 24-1/4 80.0 80.0 80.0 800 1200- 140.0 1 1 30-1/4 120.0 1554 120.0 155.4 *201 170.0 30-1/4 80.0 80.0 80.0 810 120.0 140 30-2/4 800 601 80.0 800 120.0 14.0 SERIES -560 ALUM SLIDING GLASS DOOR L.M.I.) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-5590 FAX (305) 593-5592 33-1/4 1200 144.5 120.0 14.5 1201 170.0 13-1/4 80.0 81.0 00.0 80.0 120.0 140.0 33-1/4 80.0 80.0 80.0 80.0 120.0 140.0 36-1/4 120.0 135.8 120.0 1356 120.0 170,0 36-1/4 810 60.0 804 00.0 120.0 140.0 36-1/4 80.0 80.0 80.0 800 120.0 14.0 39-1/4 120.0 1212 120.0 128.2 1200 170.0 30-1/4 600 00.0 60.0 80.0 120.0 140.0 39-1/4 810 80.0 60.0 000 120.0 1401 42-1/4 115.3 115.3 120.0 121.9 120.0 1700 42-1/4 800 800 80.0 800 120.0 140.1 42-1/4 800 810 80.0 80.0 120.0 1401 44-1/4 706.5 1015 120.0 118.3 120.0 170.0 44-1/4 102 800 80.0 80.0 804 120.0 14.0 4-1/4 114 79.7 79.7 80.0 80.0 120.0 140.0 48-1/4 1033 1033 120.0 *16, 120.0 170.0 4-1/4 77.0 77.0 77.0 774 120.0 14.0 46-1/4 600 00.0 60.0 610 120.0 44.0 48-1/4 99.0 99.0 112.1 112.1 120.0 170.0 40-1/4 600 80.0 800 80.0 111.0 14.0 48-1/4 74.7 74.7 74.7 74.7 120.0 14.0 50-1/4 92.9 92.5 1095 1095 120.0 770.0 50-1/4 40 80.0 80.0 80.0 1210 14.0 50-1/4 72.5 723 725 725 1210 140.0 52-1/4 90.7 90.7 107,1107A 120.0 170.0 52-1/4 78.4 78.4 80.0 80.0 1200 14.0 52-1/4 - - - - 90.0 00.0 54-1/4 88.9 609 104.9 104.9 120.0 170.0 54-1/4 75.4 75.4 79.7 79.7 120.0 140.0 54-1/4 - - - - 90.0 900 56-1/4 81.0 800 800 80.0 1204 14.0 56-1/4 729 72.9 77.9 77.9 120.0 *40.0 56-1/4 - - - - 90.0 900 S8 -I/4 904 80.0 80.0 611.0 120.0 140.0 58-1/4 - - - - 900 90.0 58-1/4 - - - - 90.0 60.0 60-1/4 800 80.0 80.0 80.0 1204 140.0 60-1/4 - - - _ 900 90.0 60-1/4 - - - - 80.0 900 24-1/4 170.0 *200 1201 120,9 170.0 24-1/4 80.0 80.0 80.0 80.0 1210 140.0 24-1/4 80.0 80.0 60.0 600 120.0 14.0 30-1/4 1210 143.0 1200 143.0 120.0 170.0 30-2/4 BDA 60.0 60.0 810 120.0 14.0 30-1/4 80.0 80.0 801 80.0 120.0 14.0 33-1/4 1210 132.7 1201 132.7 120.0 170.0 33-1/1 60.0 80.0 80.0 000 120.0 140 33-1/4 60.0 80.0 BOA 80.0 120.0 740.0 36-2/4 124.3 1201 124,3 1200 170.0 36-1/4 80.0 60.0 800 800 120.0 14.0 36-1/4 80.0 80.0 600 801 120.0 140.0 39-1/4 1172 117.2 .1172 117.2 1200 170.0 39-1/4 80.0 80.0 80.0 60.0 120.0 14.0 39-1/4 60.0 80.0 800 800 1200 14.0 42-1/4 1010 1091 111.3 111.3 1200 170.0 42-1/4 79.9 79.9 804 600 120.0 140.0 42-1/4 80.0 81.0 80.0 80.0 1200 140.0 44-1/4 101.7 1078 107.8 120.0 170.0 4-1/4 117 77.1 77.1 79.9 79.9 120.0 14.0 44-1/4 105 60A 00.0 80.0 00.0 1210 14.0 46-1/4 902 90.2 104,7 104.7 *20.0 170.0 46-1/4 80.0 80.0 80.0 60.0 120.0 14.0 46-1/4 74.8 74.9 748 74.8 120.0 140 48-1/4 88.1 101.9 101.9 120.0 170.0 48-1/4 72.3 72.3 723 723 120.0 1401 ' 48-1/4 80.0 600 80.0 800 120.0 14.0 50-1/4 118.2 88.2 99.3 913 120.0 170.0 50-1/4 79.3 79.3 80.0 810 120.0 140.0 50-1/4 - - - - 90.0 900 1 52-1/4 4.0 80.0 80.0 1204 14.0 52-1/4 - - - - 900 80.0 , 52-1/4 759 75.9 78.9 708 12.0 140.0 54 -1/4 810 800 80.0 80.0 120.0 14.0 54-1/4 731 73.0 706 76.6 120.0 14.0 54-1/4 - - - - 90.0 90.0 56-1/4 801 00.0 80.0 601 1201 140.0 56-1/4 - - - - 910 900 56-1/4 - - - - 900 90.0 58-1/4 ... 80.0 00.0 800 1210 1410 58-1/4 - - - - 900 90.0 58-1/4 _ - - - 900 800 ry ■p,,,,, 60-1/4 :.. 800 800 800 1200 14.0 60-1/4 - - - - 90.0 900 60-1/4 - - - _ 901 90.0 sy :11111133-1/4 24-1/4 120.0 159.2 1200 159.7 120.0 170.0 24-1/4 80.0 80.0 80.0 80.0 120.0 140 24-1/4 80.0 80.0 80.0 80.0 120.0 140 30-2/40 120.0 132.4 1200 132.4 120.0 170.0 30-1/4 010 00.0 80.0 80.0 1200 140 30-1/4 1 60.0 80.0 810 801 120.0 140 120.0 122.7 120.0 1227 120.0 170.0 33-1/4 80.0 800 800 80.0 120.0 140.0 33-1/4 80.0 • 80. •4 4 •60.. •60.0 6 120.• M 40.0 6 L RUINS 36-1/4 '1142 114.7 114.7 114.7 120.0 170.0 36-1/4 80.1 80.0 :99al •: .d 1 20.11 0140.8 36-1/4 80.0 60.0 80.0 80.0 120.0 140.0 l-. $ `� .---. 1 ..!J . �1 39-1/4 106.0 1004 108.0 108.0 120.0 170.0 30-1/4 60.0 80.0 80.0 80.0 120.0 14.0 39-1/4 60.0 6 00.0 6 .90.% .80.0 012'1 • .140.E 6 42-1/4 102.4 102.4 102.4 1024 120.0 170.0 42-1/4 77.5 077.5 •80.5 •80.1 •120.• M4.0 42-1/4 810 800 80.0 80.0 120.0 14.0 ••• • •drawing • 4444 • Ent% SMV 0 FIA PE C.A.N. i% JUL 5 AMMOb 6 70592 '- X538 t 2012 44-1/4 96 91.1 91.1 91.1 99.1 1201 170.0 44-1/4 120 741. 74.14 •775 4 •77.5 2 120., •140.11 4 44-1/4 108 80.0 80.0 80.0 80.0 120.0 140.0 46-1/4 86.9 86.9 96.1 96.1 120.0 (70.0 46-1/4 72.3 72.3 723 723 120.0 *40.0 46-1/4 80.0 80.0 80.0 80.0 120.0 14.0 46-1/4 63.5 038 93.4 914 120,0 167.0 48-1/4 701 70.0 700 70.0 12.0 140.0 48-1/4 80.0 80.0 00.0 810 1200 14.0 50-1/4 80.0 80.0 80.0 80.0 17.0.0 14.0 50-1/4 77.0 77.0 778 77.8 120.0 14.0 50-1/4 a Alia - 4 • - 900 900 57-1/4 80.0 80.0 80.0 801 1210 1401 52-1/4 • -44 f -• • -• •900 44110 914 52-2/4 739 739 717 752 1210 14.0 no. W09-58 54-1/4 800 80.0 800 000 120.0 140.0 54-1/4 • -• a -• • -• •90.0 !.0 54-1/4 - - - - 904 90.0 56--1/4 78.3 78.3 80.0 80.0 120.0 14.0 •56-1/4 •11 •. • • : _god s. 904 56-1/4 - - - - 900 90.0 58-1/4 76.1 76.1 80.0 80.0 1201 14.0 58-1/4 - - - - 000 90.0 58-1/4 • ♦ •- -• • - • 90.0 VA (sheet 3o1 13 60-1/4 74.1 74,1 80.0 60.0 1200 *40.0 60-1/4 - - - - 90.0 90.0 60-1/4 - - - - 901 80.0 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • . 1/4" ANN. GLASS .090" INTERLAYER SENTRYGLAS 8Y 'DUPONT' OR .075" INTERLAYER VANCEVA STORM COMPOSITE 8Y 'SOLUTIA' 3/16" ANN. GLASS SIUCONE DOW CORNING 995 GE 1200 GLASS TYPE 'I' LOAD CAPACITY DUE TO WATER EXT.(+) = 60 PSF 3/16" TEMP. GLASS 5/16' AIR SPACE 1/4" ANN. GLASS .090" INTERLAYER SENTRYGLAS WY 'DUPONT' OR .075" INTERLAYER YANCEVA STORM COMPOSITE BY 'SOLUTIA' 3/16" ANN. GLASS E m 0 '2 SIUCONE DOW CORNING 995 GE 1200 GLASS TYPE IA' GLAZING OPTIONS 3/16" TEMP. GLASS 5/16" AIR SPACE. 1/4' HEAT STREW° GLASS .090" INTERLAYER SENTRYGLAS Br 'DUPONT' OR .075" INTERLAYER VANCEVA STORM COMPOSITE BY '50LU11A' 3/16' HEAT STREN'D GLASS SIUCONE DOW CORNING 995 GE 1200 NOTE: 3/16" AND 1/4" PIECES OF GLASS ON THE 1/2" LAMINATED UNIT ARE INTERCHANGEABLE (EX: 3/16" + 1/4" OR 1/4' + 3/161 LOAD CAPACITY DUE TO WATER EXT.(+) • 100 PSF GLASS TYPE '2' LOA0 CAPACITY DUE TO WATER EXT.(+) • 120 PSF LOAD CAPACITIES SHOWN IN CHART ON SHEET 3 ARE FOR DOORS USING 4-1/4" SILL HEIGHTS FOR DOORS USING LOWER SILL HEIGHTS UNIT EXTERIOR(+) LOADS AS SHOWN ABOVE. g 0 GLASS TYPE '2A' •• ••• • • • • • •• • •• • • •• ••• •• • ••• • • • • • • • • • • •• • • •• • •• •. •. • • •. • • • • • Shot, oiYAD aroma • • •. • • •• .•• • ••• •ii • • • '• • • • •. •• JUL:151°V PRODUC f REVISED ea co xgplying with the MAIM biddA6eepIo•eeNoI $ L. ) to .fi7LT7 u V 7 N a 6 0 Sw O,T5 4'n N O M) n ,)I co 3 $ i p . g og 505J U 3 FAX. (7015) 593-6592 1 s orowing no. W09-58 (sheet 401 13 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP (ANCHORS) u' i a t47 o m ANCHORS TYPE 'A' ANCHORS TYPE 'A' & 'B' ANCHORS TYPE 'B' ANCHORS TYPE 'C'\A4 1/4" SHIM SPACE 3/8' SHIM SPACE 1/2' SHIM SPACE 1/4" SHIM SPACE 1/4" SHIM SPACE AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 123E S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 2845100 FAX (306) 2626918 COMP-ANL\WO PANEL #DTH 0006 HEEIIT CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF INCHES 44E143 4 8 8 4 6 6 4 8 8 4 8 6 4 8 6 24-1/4 170.0 170.0 170.0 140.0 170.0 170.0 113.4 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 30-1/4 150.3 170.0 170.0 117.4 170.0 170.0 95.1 142.6 170.0 170.0 170.0 170.0 170.0 170.0 170.0 36-1/4 131.5 170.0 170.0 102.7 154.1 170.0 83.2 124.8 166.4 170.0 170.0 170.0 170.0 170.0 170.0 42-1/4 80 118.6 170.0 170.0 92.8 138.9 170.0 75,0 112.5 150.1 170.0 170.0 170.0 170.0 170.0 170.0 48-1/4 109.4 164.1 170,0 85.5 128.2 170.0 69.2 103.8 138.4 170.0 170.0 170,0 170.0 170.0 170.0 54-1/4 102.8 154.2 170.0 80.3 120.5 160.6 65.1 97.6 130.1 170,0 170.0 170.0 170.0 170.0 170.0 80-1/4 98.1 147.2 170.0 76.7 115.0 153.3 62.1 93.2 124.2 170.0 170.0 170.0 170.0 170.0 170.0 24-1/4' 169.2 170,0 170.0 132.2 170,0 170.0 107 ,1. 160.5 170.0 170.0 170.0 170.0 170.0 170.0 170.0 .30-1/4 1415 170.0 170.0 110.6 165,9 170.0 89.6 134.4 170.0 170.0 170.0 170.0 170.0 170.0 170,0 36-1/4 123.5 170.0 170.0 96.5 144.7 170.0 78.2 117,2 156.3 170,0 170.0 170.0 170.0 170.0 170.0 42-1/4 84 111.0 188.5 170.0 85.7 130.1 170.0 70.3 105,4 140.5 170.0 170.0 170.0 170.0 170.0 170.0 48-1/4 102,1 153.1 170.0 79.8 119.6 159,5 64.6 96,9 129.2 170,0 170.0 170.0 170.0 170.0 170.0 54-1/4 95.6 143.4 170.0 71.7 112.0 149.3 80.5 90.7 121.0 166.1 170.0 170.0 170.0 170.0 170.0 60-1/4 90.9 138,3 170.0 71.0 106.5 142.0 57.5 86.2 115.0 - 157.9 1 170.0 170.0 170.0 170.0 170.0 • 24-1/4 156.2 170.0 170.0 122.0 170.0 170.0 98.8 148.2 170.0 170.0 170.0 170.0 170.0 170.0 170.0 SERIES -560 ALUM SLIDING GLASS DOOR (L.M.I.) J CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 30-1/4 130.2 170.0 170.0 101.7 152.6 170.0 82.4 123.6 164.8 170.0 170.0 170.0 170.0 170.0 170.0 38-1/4 113.2 169.8 170.0 88.4 132.6 170.0 71.6 107.4 143.3 170.0 170.0 170,0 170.0 170.0 170.0 42-1/4 90 , 101.3 152.0 170.0 79.2 118.8 155,4 64.1 98.2 128.3 170.0 170.0 170.0 170.0 170.0 170.0 48-1/4 92.8 139.2 170.0 72 .,55 108.7 145.0 58.7 88.1 117.4 161.3 170.0 170.0 170.,) 170.0 170.0 54-1/4 86.5 120.7 170.0 67,5 101.3 135.1 54.7 82.1 109.4 150.3 170.0 170.0 161.8 170.0 170.0 60-1/4 81.8 122.6 183.5 63.9 95.8 127.7 51.7 77.6 103.5 142.1 170.0 170.0 153.0 170.0 170.0 24-1/4 145.0 170.0 170,0 113.3 169.9 170.0 91.8 137.6 170.0 170.0 170.0 170.0 170.0 170.0 170.0 30-1/4 120.5 170.0 170.0 94.2 141.3 170.0 76.3 114.4 152.6 170.0 170,0 170.0 170.0 170.0 170.0 36-1/4 104.5 156.7 170.0 81.6 122.4 163.2 66,1 99.2 132.2 170.0 170.0 170.0 170.0 170.0 170.0 42-1/4 96 139.6 mmo arata®Exi .118.0 162.0 170.0 170.0 170.0 170.0 170.0 48-1/4 85.0 127.6 170.0 86.4 99.7 132.9 53.8 80.7 107.6 147.8 170.0 170.0 159.1 170.0 170.0 54-1/4 78.9 118.4 157.9 81.7 92.5 123.3 49.9 74.9 99.9 137.2 170.0 170.0 147.7 170.0 170.0 60-1/4 74.3 111.5 148.8 58.1 87.1 116.1 47.0 70.5 94.0 129.2 170.0 170.0 139.0 170.0 170.0 NOTE: 24-1/4 135.3 170.0 170.0 105.7 158.6 170.0 85.6 128.4 170.0 170.0 170.0 170.0 170.0 170.0 170.0 SEE SHEET 8 FOR ANCHOR TYPES 30-1/4 112.2 168.3 170.0 87.7 131.5 170.0 71.0 106.5 142,0 170.0 170.0 170.0 170.0 170.0 170.0 AND DETAILS. 36-1/4 97.0 145.5 170.0 75.8 113.7 151.8 61.4 92.1 122.8 168.6 170.0 170.0 170.0 170.0 170.0 ANCHOR CAPACITIES LISTED ON THIS 42-1/4 102 86.3 129.5 170.0 67.• 101.1 134.9 54.6 81.9 109.2 150,0 170.0 170.0 161.5 170.0 170.0 SHEET TO BE USED iN CONJUNCTION 5 D 9 $ 0 a 3 of 48-4/4 78.5 117.7 157,0 61.3 92.0 122.8 49.7 74.5 99.3 136.4 170.0 170.0 146.9 170.0 170.0 WITH GLASS/REINFORCING AND MULLION 54-1/4 72.8 108.9 145.2 56.7 85.1 1t3.4 45.9 68.9 91.9 126.2 170.0 170.0 135.8 170.0 170.0 60-1/4 68.1 102.2 136.2 53.2 79.8 106.4 43.1 646 86.2 118.4 170.0 170.0 127,4 170.0 170.0 CHARTS IN THIS DOCUMENT. 24-1/4 128.8 170.0 170.0 98.1 148.6 170.0 80.3 120,4 160.5 170.0 170.0 170.0 170.0 170.0 170.0 LOWER APPLICABLE VALUES CONTROL. 30-1/4 105.0 157.5 170.0 82.0 123.0 184.0 88.4 99.8 132.9 170.0 170.0 _ 170.0 170.0 170.0 170.0 38-1/4 90.5 135.8 170.0 70.7 106.1 141,4 57.3 85.9 114.6 157.3 170.0 170.0 169.4 170.0 170.0c 42-1/4 108 60.3 120.5 160.7 62.8 94.2 125.5 50.8 76.3 101.7 139.7 170.0 170.0 150.3 170.0 170.0 48-1/4 72,9 109.3 145.7 56.9 85.4 113.9 46.1 89.2 92.2 126.7 170.0 170.0 136,4 170.0 170.0 � 54-1/4 87.2 100.8 134.4 52.5 78.8 105.0 42.5 63.8 85.1 1165 170.0 170.0 125.8 170.0 170.0 T 60-1/4 62,9 94.3 125.7 49.1 73.7 98.2 39.8 59.7 79.6 109,3 163.9 170.0 117.6 170.0 170,0 8 24-1/4 119.4 170.0 170.0 93.3 139.9 170.0 75.5 113.3 151.1 170.0 170.0 170.0 170.0 170.0 170.0 X c 9 6 • `= 3 30-1/4 98.6 147,9 170.0 77.0 115.. 154.1 62.4 93.6 124.8 170.0 170.0 170.0 170,0 170.0 170.0 O <d• 36-1/4 84.9 127.3 169.7 66.3 99.4 132.6 5.3.7 80.5 107.4 147.5 170.0 170.0 158,8 170.0 171:40-• • • • • • • • • • o� 42-1/4 114 75.2 112.7 150.3 58.7 88.1 117.4 47.6 71,3 95.1 130.6 170.0 170.0 140.8 170.0 171W 1 • • i0 $ b S }3 • - '--- P. 3333 . �,i 48-1/4 68.0 102.0 136.0 53,1 79.7 106.3 43,0 64.8 86.1 118.2 170.0 170.0 127,2 170.0 170.0• rXX ? • • •. 54-1/4 82.6 93.9 125.1 48.9 73.3 97.8 39.6 59.4 79.2 108.8 163.2 170.0 117.1 170.0 17 60-1/4 58.4 87.5 116.7 45.6 68.4 91.2 36.9 55,4 73.9 101.4 152.2 170.0 109.2 153,8 �• 170.0 '• • • • • my: JN.ARMAI• CM CNIL 24-1/4 112.7 189.1 170.0 88.1 132.1 170.0 71.3 107.0 142.7 170.0 170.0 170.0 170.0 170.0 170.0 TIA'i'E M 70592 PILODUCPIiEVIS D 30-1/493.0 139.4 170.0 72.6 108.9 145.2 5/3_13 88.2 117.7 161.6 170.0 170.0 170.0 170.0 170.0 CJ111. 3538: ..n40 complying Mi8 the Fl9fhf• 36-1/4 79.9 119.8 159.7 62.4 93.8 124.8 50.5 75.8 101.1 138.8 170.0 170.0 149.4 170.0 1/0 0 • • ' •: • • • • • •!• Acceptance Na 4 1;J 42-1/4 120 70.6 105.9 141.2 55.2 82.7 110.3 44.7 67.0 89.3 122.7 170.0 170.0 132.1 170.0 •1740 • 4 • • • • DA R 1 I. - i drowingA170p. W09 -58 48-1/4 83.8 95.6 127.5 49.8 74.7 99.8 40.3 60.5 80.7 110.8 186.2 170.0 119.3 170.0 1180 • • 4 • • `. 54-//4 58.5 875 117,1 4.5.7 68.6 91.5 37.0 55.6 74.1 101.7 152.6 170.0 109.5 164.3 1 (0 • 4 • • •11 g Mt• , , 60-1/4 54.5 81.7 108.9 42.5 63.8 85.1 34.5 51.7 68.9 94.7 142.0. 170.0 101.9 152.9 170.0 • • • !" (sheet Sof 13 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (ANCHORS) NOTE: _ SEE SHEET 8 FOR ANCHOR TYPES AND DETAUS, ANCHOR CAPACITIES USTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS/REINFORCING AND MULLION CHARTS IN THIS DOCUMENT. W LOWER APPUCABLE VALUES CONTROL T D • • • • • • • • • • • • • LA 1 • • • • • • • g • • • • • • • • • • •�v ) U hi41.1 °1 ANCHORS TYPE 'D' ANCHORS TYPE 'D' & 'B' ANCHORS TYPE 'D' & 'E' ANCHORS TYPE '5' 1/4" SHIM SPACE 3/8" SHIM SPACE 1/2". SHIM SPACE 1/4" SHIM SPACE r AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 262-6978 COMP-ANL\WO PANEL WIDTH 0889 HEIGHT CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF Ions maim 4 9 8 4 6 8 4 6 8 4 8 8 24-1/4 170.0 170.0 170.0 170.0 170.0 170.0 158.2 170.0 170.0 170.0 170.0 170.0 30-1/4 170.0 170.0 170.0 181.4 170.0 170.0 132.7 170.0 170.0 170.0 170.0 170.0 38-1/4 155.1 170.0 170.0 141.2 170.0 170.0 116.1 170.0 170.0 170.0 170.0 170.0 42-1/4 80 139.9 170.0 170.0 . 127.4 170.0 170.0 104.7 157.0 170.0 170.0 170.0 170.0 48-1/4 129.0 170.0 170.0 117.5 170.0 170.0 98.6 144.9 170.0 170.0 170.0 170.0 54-1/4 __121.3 170.0 170.0 110.4 165.7 170.0 90.8 136.1 170.0 170.0 170.0 170.0 60-1/4 115.8 170.0 170.0 105.4 158.1 170.0 86.6 130.0 170.0 165.6 170.0 170.0 24-1/4 170.0 170.0 170.0 170.0 170.0 170.0 149.4 170.0 170.0 170.0 ' 170.0 170.0 30-1/4 167.0 170.0 170.0 152.1 170.0 170.0 125.0 170.0 170.0 170.0 170.0 170.0 36-1/4 145.7 170.0 170.0 132.7 170.0 170.0 109.0 163.5 170.0 170.0 170,0 170.0 42-1/4 84 131.0 170.0 170.0 119.3 170.0 170.0 98.0 147.0 170.0 170.0 170.0 170.0 48-1/4 120.4 170.0 170.0 109.7 164.5 170.0 90.1 135.2 170.0 170.0 170.0 170.0 54-1/4 112.8 169.1 170.0 102.7 154.0 170.0 84.4 126.6 168.8 161.3 170.0 170.0 60-1/4 107.2 160.8 170.0 97.6 146.4 170.0 80.2 120.3 160.4 153.3 170.0 170.0 31 24-1/4 170.0 170.0 170.0 167.8 170.0 170.0 137.9 170.0 170.0 170.0 170.0 170.0 [SERIES -560 ALUM SIDING GLASS DOOR (LM.1.) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 1E1. (305) 593-6590 FAX. (305) 593-6592 30-1/4 153.6 170.0 170.0 139.9 170.0 170.0 114.9 170.0 170.0 170.0 170.0 170.0 36-1/4 133.5 170.0 170.0 121.5 170.0 170.0 99.9 149.9 170.0 170.0 170.0 170.0 42-1/4 90 119.6 170.0 170.0 108.9 183.3 170.0 89.5 134.2 170.0 170.0 170.0 170.0 48-1/4 109.5 164.2 170.0 99.7 149.5 170.0 81.9 122.9 163.8 158.6 170.0 170.0 54-1/4 102.0 153.0 170.0 92.9 139.3 170.0 76.3 114.5 152.7 145.9 170.0 170.0 60-1/4 66.4 144.7 170.0 87,8 131.7 170.0 72.2 108.3 144.3 138.0 170.0 170.0 24-1/4 170.0 170.0 170.0 155.8 170.0 170.0 128.0 170.0 170.0 170.0 170.0 170.0 30-1/4 142.2 170.0 170.0 129.5 170.0 170.0 106.4 159.6 170.0 170.0 170.0 170.0 38-1/4 123.2 170.0 170.0 112.2 168.3 170.0 92.2 138.3 170.0 170.0 170.0 170.0 42-1/4 96 110.0 165.0 170.0 100.1 150.2 170.0 82.3 123.4 164.6 157.3 170.0 170.0 48-1/4 100.3 150.5 170.0 91.4 137.0 170.0 75.1 t12.6 150.1 143.5 170.0 170.0 54-1/4 93.1 139.7 170.0 84.8 127.2 169.6 89.7 104.5 139.4 133.2 170.0 170.0 60-1/4 87.7 131.5 170.0 79.8 " 119.7 159.6 65.6 98.4 131.2 125.4 170.0 170.0 24-1/4 159.6 170.0 170.0 145.4 170.0 170.0 119.5 170.0 170.0 170.0 170.0 170.0 30-1/4 132.4 170.0 170.0 120.5 170.0 170.0 99.1 148.5 170.0 170.0 170.0 170.0 36-1/4 114.4 170.0 170.0 104.2 156.3 170.0 85,6 125.4 170.0 16.3.7 170.0 170.0 42-1/4 102 101.8 152.7 170.0 92.7 139,1 170.0 76.2 114.3 *52.4 145.6 170.0 170.0 I• 48-1/4 92.6 I38.9 170,0 84.3 126.5 168.8 69.3 103.9 138.6 132.4 170.0 170.0 54-1/4 85.6 128.5 170.0 78.0 117.0 158.0 64.1 96.1 128.2 122.5 170.0 170.0 60-1/4 80.3 120.5 160.7 73.2 . 109.7 146.3 60.1 90.2 120.2 114.9 170.0 170.0 24-1/4 149.6 170.0 *70.0 - 136.3 170.0 170.0 112.0 168.0 170.0 170.0 *70.0 170.0 30-1/4 123.8 170.0 170.0 112.8 169.1 170.0 92.7 139.0 170.0 170.0 170.0 170.0 36-1/4 106.8 160.2 170.0 97.2 145.9 170.0 79.9 119.9 159.8 152.8 170.0 170.0 42-1/4 108 _ 94.8 142.2 170.0 86.3 129.5 170.0 70.9 106.4 141.9 135.6 170.0 170.0 48-1/4 86.0 128.9 170.0 78.3 117.4 158.6 64.3 98.5 128.7 123.0 170.0 170.0 54-1/4 79.3 115.9 158.6 72.2 108.3 144.4 59.3 69.0 . 116.7 113.4 170.0 170.0 51 11 1 1 60-1/4 74.1 111.2 148.3 67.5 101.3 135.0 55.5 83.2 111.0 106.1 159.1 170.0 ON"" 24-1/4 140.8 170.0 170.0 128.2 170.0 170.0 105.4 158.1 170.0 170.0 170.0 170.0 30-1/4 116.3 170.0 170.0 105.9 158.9 170.0 87.0 130.6 170.0 166.4 170.0 170.0 36-1/4 100.1 150.2 170.0 91.2 136.7 170.0 74.9 112.4 149.8 143.2 170.0 170.0 RHINO 42-1/4 114 88.7 133.0 170.0 80.7 121.1 161.5 66.3 99.5 132.7 126.8 170,0 170.0 ---�-..-. a 1 - .. a 8 1 g 7i �.= 0 r. • �' 48-1/4 80.2 120.3 360.5 73.1 109.6 146.1 60.0 90.1 120.1 114.8 170.0 170.0 54-1/4 73.8 110.7 147.6 67.2 100.8 134.4 55.2 82.9 110.5 105.6 158.4 170.0 z L'' m • • • • • • p • • • • • • • • • • • • • • • • • • • 9 • • • • • • • • • . _ : µms taw MC98. E1A•' PE' '70j92 Ca.H. • • • • • 6 • • • •. • . • • •i • • • . . . JUL.: % 5 PRODDCf RBVISED comp13488 with the FMTIIta - >�19PIE Curio AKeplaoa No IM 1 .•1/ I. nIHIli ~�� q �-- .. -..�: 2612 60-1/4 68.8 10.5,3 137.7 62.7 94.0 125.4 51.5 77.3 103.0 98.5 147.7 170.0 24-1/4 133.0 170.0 170.0 121.1 170.0 170.0 99.5 149.3 170.0 170.0 170.0 170.0 30-1/4 109.7 164.5 170.0 99.9 149.8 170.0 82.1 123.1 164.1 156.0 170.0 170.0 36-1/4 94.2 141.3 170.0 85.8 128.7 170.0 70.5 105.7 141.0 134.8 170.0 170.0 1 1 Browing no. W09-58 42-1/4 120 83.3 124.9 166.6 75.8 113.6 151.7 62.3 93.5 124.6 119.1 170.0 170.0 48-3/4 75.2 112.8 150.4 88.5 102.7 137.0 56.3 84.4 112.6 107.6 161.4 170,0 54-3/4 69.0 103.6 138.1 62.9 94.3 125.8 51.7 77.5 103.3 98.8 148.2 170.0 60-1/4 64.2 96.4 128.5 58.5 87.8 117.0 48.1 72.1 96.2 91.9 137.9 170.0 (2eet 6 of 13 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • PANEL WOTH 1/2' MAK D.LO. . LOAD BEARING SHIM 1X8 OR LARGER W000 BUCKS h PANEL WIDTH TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/2 MAX. LOAD BEARING SHIM I/2 MAX. WAD BEARING SHIM 000R WIDTH REINFORCING AS REDD SEE SHEET 3 FOR CAPACITY EXTERIOR 1/4' MAX. LOAD BEARING SHIM METAL STROCTURE TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING • • •• • • ••• • • • • • • • Ego lAVA9 XI1MAo CML RA.t ./ 70502 WM DOOR WIDTH TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING • • • • • • • • • • • • •• • • • • • • • • PRODUC r REVISED as complying with the FloridaReddltis ••• .••• • Mcplacce NoJ� 1 ARA • : .- i • . ' at • • •• • .NL 0:1312 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • d owing no. W09-58 sheet 9 of 13 ) POCKET HOOK ANCHOR CAPACITY - PSF ANCHORS TYPE SUBSTRATE MIN. EMBED. MIN. EDGE DIST. PANEL WIDTHS 35-1/4' 42-1/4" 48-1/4' 54-1/4" 60-1/4' 1/4' 018. ULTRACONS BY 'EWA' (F.-177 KSI. Fy-155 KSI) MASONRY 1-1/4' 1" 99.0 85.0 75.0 88.0 60.0 CONCRETE 1-3/4' 1' 170.0 159.0 139.0 124.0 112.0 1/4" OFA. 108K -00N 0 BY 'MILD' (Fem163 (SI. Fy=157 KSI) MASONRY I-1/4" 1" 83.0 71.0 62.0 55.0 50.0 CONCRETE 1-3/4" 1" 140.0 120.0 105.0 94.0 64.0 114 SMS (GRADE 2 CRS) WOOD 1-1/2" 3/4' 170.0 170.0 150.0 133.0 120.0 POCKETED JAMB ABOVE CHART 5 FOR 12" TYP ANCHOR SPACING FOR 6' SPACING MULTIPLY CAPACITY X2. • • • • • • • • • • • • • • • • • • • • • •• ••• •• • PRODUCF REVISED sesesg with the Florid& Cede A bee Ne•." 4 1•• • • • • • • • • • •. ;. i• luL ; ?n 6llgF: TAW/ . WD ... CNIL FHA PE I 70592 C.A.N. 3538 •.. [m‘ul U 0 a 0 U SERIES-560 ALUM SUDNG GLSS DOOR (LM.I.) 6 c Q a 7. drawing no. W09-58 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet g.1 of 13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .180 .09 _.1.9.1._ INSIJL. GLASS T 1.137 + ADAPTER 2.000 B.41B 3.000 .100 � � 1-, Qf 8.466 2.972 - .101 1 A4FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TD (305)2646100 FAX. (305) 262.4976 a U [100i 2.175 2.242 L 8.628 OO FRAME HEAD co JAMB/LOCK TsP. STILE ITM-2.242 - 062 TTP. 2.070 _890. -. 1.770 .350 1.112 1.140 .140 3.000 - 080 7YP70 .628 .935J1- 2.272 2732 .410-.1 t3 FDL PANEL L._ BASE (SERIES -560 ALUM SUDNG GLASS DOOR CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL, (305) 593-6590 FAX. (505) 593-6592 L- 1.9802 .070 m. --¢ 125 TYP• .1 0 FRAME JAMB - 2.652 1.053 e 1 112 3.000 .100 1.942 .•" 1 • • • .. .. 1 • .... . ••• • • .. 0 TOP RAIL I •9351-� O INTERLOCK STILE 1.980 GLAZING BEADS 2.750 7- ,241J t4 O STILE REINFORCING .692 080 070 2.707 .070 5.750 4.910 1.122 } i j 11 .930 .712 L } 3.197 5.314 .L� 563 .823 ll IIIlI N"t'.750 F 892 t6 TRACK INSERT 1.122 .070 1,000 I 2.382 2.242 BOTTOM RAIL I ® GLASS .930 ADAPTERS M- .200, ASTRAGAL 1500 STILE .�� --1I .996 JAMB COYER - .750 uNu 3.575-__ 8.625 2.229 065 2.449 3.381 1 1.653' F',, g d > i S `_ .179 .075 1.625 • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • Ayr. MralM,>A9AAD FLAPE C A.N. ' • •• • • •• Y. 70592 3576. • • : • • •• •• • • • • 11, ammpyLg wilO Florida �fuMtlag CaM Aaepunce No 1A, , • 1.7 4 R(V 1 } Da"' . ^: •-^: 0 5 ZOIZ 1.850 .100 1.950 I 3601 L L .620 ° •• • i drawing no. W09-58 • • • • • 15 POCKET ODOR HOOK• • 8.925 FRAME SILL O (STANDARD) O SILL (HI SILL RISER STANDARD RISER - -RISE) sheet 10 of 13) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM / PART E QUANTITY DESCRIPTION MATERIAL MAN P./SUPPLUCR/REMARKR 1 CCI -572 1 FRAME HEAD 6063-16 - 2 CGI -573 1 FRAME SILL 6063-16 - 2A CGI -575 A5 REDD. TRACK INSERT 6063-T6 - 3 CGI -574 2 FRAME JAMB 6063-T6 - 3A CGI -578 AS RECD. JAMB COVER 6063-T5 - 4 CO -555 1/ PANEL IOP RAIL 6063-96 - 5 001-556 1/ PANEL BOTTOM RAIL 6063-16 - 6 C01-557 2/ PANEL JAMB/LOCK STILE 6063-T6 - 7 CGI -558 AS REDD. INTERLOCK 6063-16 - 8 CGI -559 AS 6E00. ASTRAGAL STILE 6063-16 - 9 001-553 AS RE00. SILL RISER (STANDARD) 6063-15 - 9A CGI -553 AS RE00. SILL RISER (HI -RISE) 6063-95 - 10 CGI -561 AS 8100, GLAZING BEAD (COLONIAL) 6063-75 - *QA CCI -563 A5 REOD. GLAZING BEAD (SQUARE) 6063-75 - 11 001-562 AS READ. GLASS ADAPTER (COLONIAL) 6063-15 - 11A CGI -564 AS REOD. GLASS ADAPTER (SQUARE) 6063-T5 - 12 CCI -565 AS 9100. CLASS ADAPTER (INSUL. IAM. CLASS) 6063-18 - 13 14 CGI -585 2/ FIX. PANEL FOL. PANF1. 86SE, 2" LONG 6063-15 ATTACHED 66TH 18 X 3/4' PH PH TEKS CGI -560 AS RECO. STILE REINFORCING 6063-16 LENGTH - DOOR HT. - 14' 15 CGI -577 A5 9E00. POCKET 0008 HOOK 8063-T6 - 16 VARIES VARIES WOOL PIIS WEATHERSTRIPPING WITH FIN PILE ULTRAFAB OR EQUAL .187 BASE X .290 TRI-fIN (USED HORIZONTALLY) .187 BASE. X .290 SINGLE CENTER FIN (USED VERTICALLY) 17 CGI -382V VARIES CLAMS BEAD IAAB vont. CUSTOM EXTRUDED 18 SILICONE VARIES STRUCTURAL SKACONE RUBBER GE 1200 OR DOW 995 19 CGI -584 1 ANTI -UFT BLOCK GL REl11F NYLON CUSTOM CGI PART ABOVE INTERLOCK ATTACHED W/ (2) 11057' SMS 20 CGI -686 1 ADHESIVE BACKED PRE PAD (.300' H104) PILE ULIRAFAB OR EOUA. AT BOTTOM OF EACH INTERLOCK 21 TA -51 OR TA -84 2/ NOV. PANEL TANDEM 5/5 ROLLER S/S BUILDERS HRDW. OR EQUAL ATTACHED WITH 18 X 3/4' PH PH MKS 23 CH -200 1 M.S. COMMERCIAL H00K DOLT LOCK 5/5 MECH. CUSTOM PART INCLUDES 001-380 FACE PLATE TM 24 CH -107 1 BRASS THUM9TURN BRASS/ZINC - CUSTOM PART 1 REQUIRED PER HOOK BOLT 25 CH -109 OPT. BRASS KEYED EXTERIOR CYLINDER BRASS/ZINC CUSTOM PLAIT OPTIONAL PART 26 CGI -581 1 .850 X 3.875 S/S KEEPER S/S CUSTOM PART ATTACHED W/ (3) /10 X 1' TRUSS HEAD 5AIS 27 SCREW (FRAME) 12 112 X 1 1/4' HEX HEAD 5/5 SMS S/5 VARIOUS 3 SCREWS PER FRAME CORNER 28 - SCREW (PANEL) 8 /10 X 1 1/4' PAN HEAD 5/5 SMS 5/5 VARIOUS 2 SCREWS PER PANEL CORNER 29 SCREW 2 /8 X 1 1/2' FIAT 11E61) 1E83 S/S 5/5 VARIOUS (2) PER FIXED PANEL AT MAXWLIA OF 24' FROM TOP & BOTTOM MOUNTED ON PLASTIC COVER 30 SCREW - VARIES X10 X 1 1/2' PAN HEAD TEKS S/S S/S VA180U5 AT 9' FROM ENDS AID 24' O1 CENTER MAX. 31 CGI -599 VARIES RUBBER SEAL RUBBER/FOAM CUSTOM PART 32 510EU1E JAMB CUP I/SCREW 3" LONG CUP (AT "O" CONFIGURATION) ALUM CUSTOM PART CONSISTS OF 1/8 % 3 1/8 X 3''D PUTS GLUED TO 3/4 X 1 1/2 X 1/8 tHK X3'IG. TUBE 33 W -FLO WEEPER ARE RIES WEEP HOLE AID COVER NYLON PEP 1 WEEP AND COVER AT 9' FROM N • • • AT CENTER LINE OF IN7ERL0� AL SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SILICONE. • • •• • • • • •• • • • • • • •• ••• •• PRODUCr REVISED IM complying with the Florida • Arepianor No..l • • TngrI•JAV/1)Ru•g4 CML. FLA PE [7,592 C.AN..d6a8 •• • . • slit. 7, 5 2pt2 U n a 0 U • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • -• • •• •• ••• • • • ••• • • d owing no. W09-58 sheet 11 of 13 PANEL TOP CORNER FRAME TOP CORNER FRAME BOTTOM CORNER • • % • • • • • • •• ••• •• • •gr:•w •++wo. PANEL BOTTOM CORNER RA. p� y. 70592 Cour.3538 • • • ••• • • ••:•••. • • • • • • r v • . • • • • • • 0 •� • • • • • • • •• • • • • 00 16 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • MULLION LOAD CAPACITY - PSF DIMS. EX 10X I/8" MOTH (W) INCHES LENGTH (L) 9404ES EXT.(+) INT.(-) 26-1/4 32-1/4 36-1/4 44-1/4 50-1/4 56-1/4 62-1/4 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 90 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 96 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 102 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 108 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 114 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 120 140.0 140.0 140.0 140.0 140.0 140.0 X ALUM TUBE 2X 10 X 1/8" w W2 NOTES - 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF ODOR MULLION. 2. FOR SLIDING GLASS DOOR CAPACITY SEE SHEET 3. 3. USE CHART ON SHEETS 5 & 6 TO SELECT ANCHOR ARRANGEMENT AT MULLION ENDS. 4. LOWER VALUES FROM STEPS I, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATIONS SIDS BY SIDS S.G. DOOR SIDE BY SIDE APPLIES TO TWO OR MORE DOORS TYPICAL ANCHORS AT MULUON ENDS CLUSTER OF 8 SEE SHEET S dt6 FOR CAPACNY WIDTH (W) = WI + W2 + 2 2X *0X 1/8" ALUM TUBE (8063-T6) DOOR WIDTH TYPICAL ANCHORS IN PAIRS AT 6" FROM ENDS AND 18-1/2" O.C. MAX. UNCLIPPED MU JJON 6" 6" MULLION TUBE 3 1/4" CLUSTFR OF R ANCHORS READ VALUES FOR CLUSTER Of 8 ANCHORS ON SHEETS 5 & 6. • • • •• • • ••• • • • • • • • • • • • • i• • • • •• • • •• • •• • FIA.. RE / 70592, CAW. 7538 •00- `•••'C • • •'': • 2� PNODUCt RF,VISED As complying with the FHe1142 Balding Code Acceptance Ne IL' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 000 • • 1' I 0 n. 0 S 8 FAX. (305) 595-6592 c 0 41 • 0 drawing . no. W09 -58 (sheet 13 of 13) /388331111 11111 I_ _ • • • • •• • • • 000 • •• • • 00f 11L • • • 00 EXTERI • • • • • • 60019 YAOTIO • • • • • .• UNCLIPPED MU JJON 6" 6" MULLION TUBE 3 1/4" CLUSTFR OF R ANCHORS READ VALUES FOR CLUSTER Of 8 ANCHORS ON SHEETS 5 & 6. • • • •• • • ••• • • • • • • • • • • • • i• • • • •• • • •• • •• • FIA.. RE / 70592, CAW. 7538 •00- `•••'C • • •'': • 2� PNODUCt RF,VISED As complying with the FHe1142 Balding Code Acceptance Ne IL' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 000 • • 1' I 0 n. 0 S 8 FAX. (305) 595-6592 c 0 41 • 0 drawing . no. W09 -58 (sheet 13 of 13) . 1/4" ANN. GLASS .090" INTERLAYER SENTRYGLAS 8Y 'DUPONT' OR .075" INTERLAYER VANCEVA STORM COMPOSITE 8Y 'SOLUTIA' 3/16" ANN. GLASS SUCONE DOW CORNING 995 GE 1200 GLASS TYPE 'I' LOAD CAPACITY DUE TO WATER EXT.(+) = 60 PSF 3/16" TEMP. GLASS 5/16' AIR SPACE 1/4" ANN. GLASS .090" INTERLAYER SENTRYGLAS WY 'DUPONT' OR .075" INTERLAYER YANCEVA STORM COMPOSITE BY 'SOLUTIA' 3/16" ANN. GLASS E m 0 '2 SILCONE DOW CORNING 995 GE 1200 GLASS TYPE IA' GLAZING OPTIONS 3/16" TEMP. GLASS 5/16" AIR SPACE. 1/4' HEAT STREW° GLASS .090" INTERLAYER SENTRYGLAS Br 'DUPONT' OR .075" INTERLAYER VANCEVA STORM COMPOSITE BY '50LU11A' 3/16' HEAT STREN'D GLASS SIUCONE DOW CORNING 995 GE 1200 NOTE: 3/16" AND 1/4" PIECES OF GLASS ON THE 1/2" LAMINATED UNIT ARE INTERCHANGEABLE (EX: 3/16" + 1/4" OR 1/4' + 3/161 LOAD CAPACITY DUE TO WATER EXT.(+) • 100 PSF GLASS TYPE '2' LOA0 CAPACITY DUE TO WATER EXT.(+) • 120 PSF LOAD CAPACITIES SHOWN IN CHART ON SHEET 3 ARE FOR DOORS USING 4-1/4" SILL HEIGHTS FOR DOORS USING LOWER SILL HEIGHTS UNIT EXTERIOR(+) LOADS AS SHOWN ABOVE. g 0 GLASS TYPE '2A' •• ••• • • • • • •• • •• • • •• ••• •• • ••• • • • • • • • • • • •• • • •• • •• •. •. • • •. • • • • • Shot, oiYAD aroma • • •. • • •• .•• • ••• •ii • • • '• • • • •. •• JUL:151°V PRODUC f REVISED ea co xgplying with the MAIM biddA6eepIo•eeNoI $ L. ) to .fi7LT7 u V 7 N a 6 0 Sw O,T5 4'n N O M) n ,)I co 3 $ i p . g og 505J U 3 FAX. (7015) 593-6592 1 s orowing no. W09-58 (sheet 401 13 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP (ANCHORS) u' i a t47 o m ANCHORS TYPE 'A' ANCHORS TYPE 'A' & 'B' ANCHORS TYPE 'B' ANCHORS TYPE 'C'\A4 1/4" SHIM SPACE 3/8' SHIM SPACE 1/2' SHIM SPACE 1/4" SHIM SPACE 1/4" SHIM SPACE AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 123E S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 2845100 FAX (306) 2626918 COMP-ANL\WO PANEL #DTH 0006 HEEIIT CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF INCHES 44E143 4 8 8 4 6 6 4 8 8 4 8 6 4 8 6 24-1/4 170.0 170.0 170.0 140.0 170.0 170.0 113.4 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 30-1/4 150.3 170.0 170.0 117.4 170.0 170.0 95.1 142.6 170.0 170.0 170.0 170.0 170.0 170.0 170.0 36-1/4 131.5 170.0 170.0 102.7 154.1 170.0 83.2 124.8 166.4 170.0 170.0 170.0 170.0 170.0 170.0 42-1/4 80 118.6 170.0 170.0 92.8 138.9 170.0 75,0 112.5 150.1 170.0 170.0 170.0 170.0 170.0 170.0 48-1/4 109.4 164.1 170,0 85.5 128.2 170.0 69.2 103.8 138.4 170.0 170.0 170,0 170.0 170.0 170.0 54-1/4 102.8 154.2 170.0 80.3 120.5 160.6 65.1 97.6 130.1 170,0 170.0 170.0 170.0 170.0 170.0 80-1/4 98.1 147.2 170.0 76.7 115.0 153.3 62.1 93.2 124.2 170.0 170.0 170.0 170.0 170.0 170.0 24-1/4' 169.2 170,0 170.0 132.2 170,0 170.0 107 ,1. 160.5 170.0 170.0 170.0 170.0 170.0 170.0 170.0 .30-1/4 1415 170.0 170.0 110.6 165,9 170.0 89.6 134.4 170.0 170.0 170.0 170.0 170.0 170.0 170,0 36-1/4 123.5 170.0 170.0 96.5 144.7 170.0 78.2 117,2 156.3 170,0 170.0 170.0 170.0 170.0 170.0 42-1/4 84 111.0 188.5 170.0 85.7 130.1 170.0 70.3 105,4 140.5 170.0 170.0 170.0 170.0 170.0 170.0 48-1/4 102,1 153.1 170.0 79.8 119.6 159,5 64.6 96,9 129.2 170,0 170.0 170.0 170.0 170.0 170.0 54-1/4 95.6 143.4 170.0 71.7 112.0 149.3 80.5 90.7 121.0 166.1 170.0 170.0 170.0 170.0 170.0 60-1/4 90.9 138,3 170.0 71.0 106.5 142.0 57.5 86.2 115.0 - 157.9 1 170.0 170.0 170.0 170.0 170.0 • 24-1/4 156.2 170.0 170.0 122.0 170.0 170.0 98.8 148.2 170.0 170.0 170.0 170.0 170.0 170.0 170.0 SERIES -560 ALUM SLIDING GLASS DOOR (L.M.I.) J CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 30-1/4 130.2 170.0 170.0 101.7 152.6 170.0 82.4 123.6 164.8 170.0 170.0 170.0 170.0 170.0 170.0 38-1/4 113.2 169.8 170.0 88.4 132.6 170.0 71.6 107.4 143.3 170.0 170.0 170,0 170.0 170.0 170.0 42-1/4 90 , 101.3 152.0 170.0 79.2 118.8 155,4 64.1 98.2 128.3 170.0 170.0 170.0 170.0 170.0 170.0 48-1/4 92.8 139.2 170.0 72 .,55 108.7 145.0 58.7 88.1 117.4 161.3 170.0 170.0 170.,) 170.0 170.0 54-1/4 86.5 120.7 170.0 67,5 101.3 135.1 54.7 82.1 109.4 150.3 170.0 170.0 161.8 170.0 170.0 60-1/4 81.8 122.6 183.5 63.9 95.8 127.7 51.7 77.6 103.5 142.1 170.0 170.0 153.0 170.0 170.0 24-1/4 145.0 170.0 170,0 113.3 169.9 170.0 91.8 137.6 170.0 170.0 170.0 170.0 170.0 170.0 170.0 30-1/4 120.5 170.0 170.0 94.2 141.3 170.0 76.3 114.4 152.6 170.0 170,0 170.0 170.0 170.0 170.0 36-1/4 104.5 156.7 170.0 81.6 122.4 163.2 66,1 99.2 132.2 170.0 170.0 170.0 170.0 170.0 170.0 42-1/4 96 139.6 mmo arata®Exi .118.0 162.0 170.0 170.0 170.0 170.0 170.0 48-1/4 85.0 127.6 170.0 86.4 99.7 132.9 53.8 80.7 107.6 147.8 170.0 170.0 159.1 170.0 170.0 54-1/4 78.9 118.4 157.9 81.7 92.5 123.3 49.9 74.9 99.9 137.2 170.0 170.0 147.7 170.0 170.0 60-1/4 74.3 111.5 148.8 58.1 87.1 116.1 47.0 70.5 94.0 129.2 170.0 170.0 139.0 170.0 170.0 NOTE: 24-1/4 135.3 170.0 170.0 105.7 158.6 170.0 85.6 128.4 170.0 170.0 170.0 170.0 170.0 170.0 170.0 SEE SHEET 8 FOR ANCHOR TYPES 30-1/4 112.2 168.3 170.0 87.7 131.5 170.0 71.0 106.5 142,0 170.0 170.0 170.0 170.0 170.0 170.0 AND DETAILS. 36-1/4 97.0 145.5 170.0 75.8 113.7 151.8 61.4 92.1 122.8 168.6 170.0 170.0 170.0 170.0 170.0 ANCHOR CAPACITIES LISTED ON THIS 42-1/4 102 86.3 129.5 170.0 67.• 101.1 134.9 54.6 81.9 109.2 150,0 170.0 170.0 161.5 170.0 170.0 SHEET TO BE USED iN CONJUNCTION 5 D 9 $ 0 a 3 of 48-4/4 78.5 117.7 157,0 61.3 92.0 122.8 49.7 74.5 99.3 136.4 170.0 170.0 146.9 170.0 170.0 WITH GLASS/REINFORCING AND MULLION 54-1/4 72.8 108.9 145.2 56.7 85.1 1t3.4 45.9 68.9 91.9 126.2 170.0 170.0 135.8 170.0 170.0 60-1/4 68.1 102.2 136.2 53.2 79.8 106.4 43.1 646 86.2 118.4 170.0 170.0 127,4 170.0 170.0 CHARTS IN THIS DOCUMENT. 24-1/4 128.8 170.0 170.0 98.1 148.6 170.0 80.3 120,4 160.5 170.0 170.0 170.0 170.0 170.0 170.0 LOWER APPLICABLE VALUES CONTROL. 30-1/4 105.0 157.5 170.0 82.0 123.0 184.0 88.4 99.8 132.9 170.0 170.0 _ 170.0 170.0 170.0 170.0 38-1/4 90.5 135.8 170.0 70.7 106.1 141,4 57.3 85.9 114.6 157.3 170.0 170.0 169.4 170.0 170.0c 42-1/4 108 60.3 120.5 160.7 62.8 94.2 125.5 50.8 76.3 101.7 139.7 170.0 170.0 150.3 170.0 170.0 48-1/4 72,9 109.3 145.7 56.9 85.4 113.9 46.1 89.2 92.2 126.7 170.0 170.0 136,4 170.0 170.0 � 54-1/4 87.2 100.8 134.4 52.5 78.8 105.0 42.5 63.8 85.1 1165 170.0 170.0 125.8 170.0 170.0 T 60-1/4 62,9 94.3 125.7 49.1 73.7 98.2 39.8 59.7 79.6 109,3 163.9 170.0 117.6 170.0 170,0 8 24-1/4 119.4 170.0 170.0 93.3 139.9 170.0 75.5 113.3 151.1 170.0 170.0 170.0 170.0 170.0 170.0 X c 9 6 • `= 3 30-1/4 98.6 147,9 170.0 77.0 115.. 154.1 62.4 93.6 124.8 170.0 170.0 170.0 170,0 170.0 170.0 O <d• 36-1/4 84.9 127.3 169.7 66.3 99.4 132.6 5.3.7 80.5 107.4 147.5 170.0 170.0 158,8 170.0 171:40-• • • • • • • • • • o� 42-1/4 114 75.2 112.7 150.3 58.7 88.1 117.4 47.6 71,3 95.1 130.6 170.0 170.0 140.8 170.0 171W 1 • • i0 $ b S }3 • - '--- P. 3333 . �,i 48-1/4 68.0 102.0 136.0 53,1 79.7 106.3 43,0 64.8 86.1 118.2 170.0 170.0 127,2 170.0 170.0• rXX ? • • •. 54-1/4 82.6 93.9 125.1 48.9 73.3 97.8 39.6 59.4 79.2 108.8 163.2 170.0 117.1 170.0 17 60-1/4 58.4 87.5 116.7 45.6 68.4 91.2 36.9 55,4 73.9 101.4 152.2 170.0 109.2 153,8 �• 170.0 '• • • • • my: JN.ARMAI• CM CNIL 24-1/4 112.7 189.1 170.0 88.1 132.1 170.0 71.3 107.0 142.7 170.0 170.0 170.0 170.0 170.0 170.0 TIA'i'E M 70592 PILODUCPIiEVIS D 30-1/493.0 139.4 170.0 72.6 108.9 145.2 5/3_13 88.2 117.7 161.6 170.0 170.0 170.0 170.0 170.0 CJ111. 3538: ..n40 complying Mi8 the Fl9fhf• 36-1/4 79.9 119.8 159.7 62.4 93.8 124.8 50.5 75.8 101.1 138.8 170.0 170.0 149.4 170.0 1/0 0 • • ' •: • • • • • •!• Acceptance Na 4 1;J 42-1/4 120 70.6 105.9 141.2 55.2 82.7 110.3 44.7 67.0 89.3 122.7 170.0 170.0 132.1 170.0 •1740 • 4 • • • • DA R 1 I. - i drowingA170p. W09 -58 48-1/4 83.8 95.6 127.5 49.8 74.7 99.8 40.3 60.5 80.7 110.8 186.2 170.0 119.3 170.0 1180 • • 4 • • `. 54-//4 58.5 875 117,1 4.5.7 68.6 91.5 37.0 55.6 74.1 101.7 152.6 170.0 109.5 164.3 1 (0 • 4 • • •11 g Mt• , , 60-1/4 54.5 81.7 108.9 42.5 63.8 85.1 34.5 51.7 68.9 94.7 142.0. 170.0 101.9 152.9 170.0 • • • !" (sheet Sof 13 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (ANCHORS) NOTE: _ SEE SHEET 8 FOR ANCHOR TYPES AND DETAUS, ANCHOR CAPACITIES USTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS/REINFORCING AND MULLION CHARTS IN THIS DOCUMENT. W LOWER APPUCABLE VALUES CONTROL T D • • • • • • • • • • • • • LA 1 • • • • • • • g • • • • • • • • • • •�v ) U hi41.1 °1 ANCHORS TYPE 'D' ANCHORS TYPE 'D' & 'B' ANCHORS TYPE 'D' & 'E' ANCHORS TYPE '5' 1/4" SHIM SPACE 3/8" SHIM SPACE 1/2". SHIM SPACE 1/4" SHIM SPACE r AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 262-6978 COMP-ANL\WO PANEL WIDTH 0889 HEIGHT CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF Ions maim 4 9 8 4 6 8 4 6 8 4 8 8 24-1/4 170.0 170.0 170.0 170.0 170.0 170.0 158.2 170.0 170.0 170.0 170.0 170.0 30-1/4 170.0 170.0 170.0 181.4 170.0 170.0 132.7 170.0 170.0 170.0 170.0 170.0 38-1/4 155.1 170.0 170.0 141.2 170.0 170.0 116.1 170.0 170.0 170.0 170.0 170.0 42-1/4 80 139.9 170.0 170.0 . 127.4 170.0 170.0 104.7 157.0 170.0 170.0 170.0 170.0 48-1/4 129.0 170.0 170.0 117.5 170.0 170.0 98.6 144.9 170.0 170.0 170.0 170.0 54-1/4 __121.3 170.0 170.0 110.4 165.7 170.0 90.8 136.1 170.0 170.0 170.0 170.0 60-1/4 115.8 170.0 170.0 105.4 158.1 170.0 86.6 130.0 170.0 165.6 170.0 170.0 24-1/4 170.0 170.0 170.0 170.0 170.0 170.0 149.4 170.0 170.0 170.0 ' 170.0 170.0 30-1/4 167.0 170.0 170.0 152.1 170.0 170.0 125.0 170.0 170.0 170.0 170.0 170.0 36-1/4 145.7 170.0 170.0 132.7 170.0 170.0 109.0 163.5 170.0 170.0 170,0 170.0 42-1/4 84 131.0 170.0 170.0 119.3 170.0 170.0 98.0 147.0 170.0 170.0 170.0 170.0 48-1/4 120.4 170.0 170.0 109.7 164.5 170.0 90.1 135.2 170.0 170.0 170.0 170.0 54-1/4 112.8 169.1 170.0 102.7 154.0 170.0 84.4 126.6 168.8 161.3 170.0 170.0 60-1/4 107.2 160.8 170.0 97.6 146.4 170.0 80.2 120.3 160.4 153.3 170.0 170.0 31 24-1/4 170.0 170.0 170.0 167.8 170.0 170.0 137.9 170.0 170.0 170.0 170.0 170.0 [SERIES -560 ALUM SIDING GLASS DOOR (LM.1.) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 1E1. (305) 593-6590 FAX. (305) 593-6592 30-1/4 153.6 170.0 170.0 139.9 170.0 170.0 114.9 170.0 170.0 170.0 170.0 170.0 36-1/4 133.5 170.0 170.0 121.5 170.0 170.0 99.9 149.9 170.0 170.0 170.0 170.0 42-1/4 90 119.6 170.0 170.0 108.9 183.3 170.0 89.5 134.2 170.0 170.0 170.0 170.0 48-1/4 109.5 164.2 170.0 99.7 149.5 170.0 81.9 122.9 163.8 158.6 170.0 170.0 54-1/4 102.0 153.0 170.0 92.9 139.3 170.0 76.3 114.5 152.7 145.9 170.0 170.0 60-1/4 66.4 144.7 170.0 87,8 131.7 170.0 72.2 108.3 144.3 138.0 170.0 170.0 24-1/4 170.0 170.0 170.0 155.8 170.0 170.0 128.0 170.0 170.0 170.0 170.0 170.0 30-1/4 142.2 170.0 170.0 129.5 170.0 170.0 106.4 159.6 170.0 170.0 170.0 170.0 38-1/4 123.2 170.0 170.0 112.2 168.3 170.0 92.2 138.3 170.0 170.0 170.0 170.0 42-1/4 96 110.0 165.0 170.0 100.1 150.2 170.0 82.3 123.4 164.6 157.3 170.0 170.0 48-1/4 100.3 150.5 170.0 91.4 137.0 170.0 75.1 t12.6 150.1 143.5 170.0 170.0 54-1/4 93.1 139.7 170.0 84.8 127.2 169.6 89.7 104.5 139.4 133.2 170.0 170.0 60-1/4 87.7 131.5 170.0 79.8 " 119.7 159.6 65.6 98.4 131.2 125.4 170.0 170.0 24-1/4 159.6 170.0 170.0 145.4 170.0 170.0 119.5 170.0 170.0 170.0 170.0 170.0 30-1/4 132.4 170.0 170.0 120.5 170.0 170.0 99.1 148.5 170.0 170.0 170.0 170.0 36-1/4 114.4 170.0 170.0 104.2 156.3 170.0 85,6 125.4 170.0 16.3.7 170.0 170.0 42-1/4 102 101.8 152.7 170.0 92.7 139,1 170.0 76.2 114.3 *52.4 145.6 170.0 170.0 I• 48-1/4 92.6 I38.9 170,0 84.3 126.5 168.8 69.3 103.9 138.6 132.4 170.0 170.0 54-1/4 85.6 128.5 170.0 78.0 117.0 158.0 64.1 96.1 128.2 122.5 170.0 170.0 60-1/4 80.3 120.5 160.7 73.2 . 109.7 146.3 60.1 90.2 120.2 114.9 170.0 170.0 24-1/4 149.6 170.0 *70.0 - 136.3 170.0 170.0 112.0 168.0 170.0 170.0 *70.0 170.0 30-1/4 123.8 170.0 170.0 112.8 169.1 170.0 92.7 139.0 170.0 170.0 170.0 170.0 36-1/4 106.8 160.2 170.0 97.2 145.9 170.0 79.9 119.9 159.8 152.8 170.0 170.0 42-1/4 108 _ 94.8 142.2 170.0 86.3 129.5 170.0 70.9 106.4 141.9 135.6 170.0 170.0 48-1/4 86.0 128.9 170.0 78.3 117.4 158.6 64.3 98.5 128.7 123.0 170.0 170.0 54-1/4 79.3 115.9 158.6 72.2 108.3 144.4 59.3 69.0 . 116.7 113.4 170.0 170.0 51 11 1 1 60-1/4 74.1 111.2 148.3 67.5 101.3 135.0 55.5 83.2 111.0 106.1 159.1 170.0 ON"" 24-1/4 140.8 170.0 170.0 128.2 170.0 170.0 105.4 158.1 170.0 170.0 170.0 170.0 30-1/4 116.3 170.0 170.0 105.9 158.9 170.0 87.0 130.6 170.0 166.4 170.0 170.0 36-1/4 100.1 150.2 170.0 91.2 136.7 170.0 74.9 112.4 149.8 143.2 170.0 170.0 RHINO 42-1/4 114 88.7 133.0 170.0 80.7 121.1 161.5 66.3 99.5 132.7 126.8 170,0 170.0 ---�-..-. a 1 - .. a 8 1 g 7i �.= 0 r. • �' 48-1/4 80.2 120.3 360.5 73.1 109.6 146.1 60.0 90.1 120.1 114.8 170.0 170.0 54-1/4 73.8 110.7 147.6 67.2 100.8 134.4 55.2 82.9 110.5 105.6 158.4 170.0 z L'' m • • • • • • p • • • • • • • • • • • • • • • • • • • 9 • • • • • • • • • . _ : µms taw MC98. E1A•' PE' '70j92 Ca.H. • • • • • 6 • • • •. • . • • •i • • • . . . JUL.: % 5 PRODDCf RBVISED comp13488 with the FMTIIta - >�19PIE Curio AKeplaoa No IM 1 .•1/ I. nIHIli ~�� q �-- .. -..�: 2612 60-1/4 68.8 10.5,3 137.7 62.7 94.0 125.4 51.5 77.3 103.0 98.5 147.7 170.0 24-1/4 133.0 170.0 170.0 121.1 170.0 170.0 99.5 149.3 170.0 170.0 170.0 170.0 30-1/4 109.7 164.5 170.0 99.9 149.8 170.0 82.1 123.1 164.1 156.0 170.0 170.0 36-1/4 94.2 141.3 170.0 85.8 128.7 170.0 70.5 105.7 141.0 134.8 170.0 170.0 1 1 Browing no. W09-58 42-1/4 120 83.3 124.9 166.6 75.8 113.6 151.7 62.3 93.5 124.6 119.1 170.0 170.0 48-3/4 75.2 112.8 150.4 88.5 102.7 137.0 56.3 84.4 112.6 107.6 161.4 170,0 54-3/4 69.0 103.6 138.1 62.9 94.3 125.8 51.7 77.5 103.3 98.8 148.2 170.0 60-1/4 64.2 96.4 128.5 58.5 87.8 117.0 48.1 72.1 96.2 91.9 137.9 170.0 (2eet 6 of 13 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • SEE SHEET 8 FOR ANCHORS e.' g wx to w4 w SILL WITH RISER APPROVED FOR WATER RESISTANCE SEE SHEET 4 FOR CAPACITY W3 WEEPS: Wi = .30" X 1-5/8" WEEP SLOTS WITH PLASTIC COVER AT 9" FROM EACH ENO AND ±48" 0.C. W2 = 1/4" X 2" WEEP SLOTS AT 4" FROM EACH END AND t 12" O.C. W3 = 1/4" X 5/8" WEEP HOLES AT 9" FROM EACH END AND ±48" 0.C. W4 = 1/4" X 2" WEEP SLOTS AT 4" FROM EACH END AND ±12" 0.C. W5 = .35" X 5/8" WEEP HOLES AT ±18" 0.C. • • • • • i •• Wes =• 1 /4" i 5f8"•YOEtP HOLES • • •• • AT* t16" 1.C• • •• • • • • ••• • ••• ••• •• • • SILL WITHOUT RISER NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. • 4,414P • MAX. DESIGN LOM FOR THIS 3111. IS THE SAME AS 4-1/4" 4[ISE0. • • • • • • • • • • •1 • • • • • • • • • • •• • •• SEE SHEET 8 FOR ANCHORS AO •FLA.,PL % 70582 CAN. 3538 ••s •••• •: 'sem / • • • • • • • fit. 000 • • • • 0** • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • PBODHC T REVISED Na complying with the Florida 1142" tpldlng Coda ee No.i i I/ Ne r11fi7iTF 8 0 5? 5 d owing no. W09-58 sheet 7 of 13 TYPICAL ANCHORS W CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE SHEETS 5 & 6 FOR OUANTITIES a; 2XCUSTOM 8-3/8" MIN. WIDTH WOOD BUCKS TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE SHEETS 5&6 FOR QUANTITIES I%CUSTOM 8-3/8" MIN. WIDTH W000 BUCKS TYPICAL ANCHORS IN CLUSTERS AT ATG. STILE & INTERLOCK ENDS SEE SHEETS 5 & 6 FOR QUANTITIES ANCHORS TYPES B AND E DIRECTLY INTO 3 KSI CONCRETE ANCHORS TYPES A AND 0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ANCHORS TYPES A AND 0 THRU 1BY WOOD BUCKS INTO 3 KSI CONCRETE HEAD/SAL ANCHORS CLUSTER OF 3, 4 OR 5 AT S1NE ENDS SEE CHART ON SHEETS 5 & 6 FOR CAPACITY 2 OR 4 ANCHORS TYPE A & 8 2 ANCHORS ALL OTHER TYPES 18" MAX. [HEAD/SILL 6" MAX. ANCHORS TYPES 8 & E DIRECTLY INTO 3 KSI CONCRETE 11k 1. ill TYP TYPICAL ANCHORS W CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE SHEETS 5 & 8 FOR QUANTITIES 1 HEAD/SILL CORNERS INTERMEDIATE HEAD ANCHORS USE TYPICAL ANCHOR SPACING (2) ANCHORS IN PAR UNIT LOADS TO 80 PSF FOR TYPES A & 8 LIMIT LOADS TO 170 PSF FOR ALL OTHER TYPES I41 ANCHORS IN CLUSTER UMIT LOADS TO 170 PSF FOR TYPES A & 8 HIGH STRENGTH GROUT 1'c - 5000 PSI WN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE ANCHORS TYPES C INTO METAL STRUCTURES OR APPROVED MULLIONS TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' - 1/4" DIA ULTRACON BY 'ELCO' (Fuml77 K51. Fy=155 K51) INTO 2BY W000 BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE TYPE '8' - 1/4'' DIA ULTRACON BY 'ELCO' (Fo-177 KS. Fy.155 K51) DIRECTLY INTO CONCRETE WITH 1-3/4" MIN. EMBED INTO CONC. TYPE 'C' - 114 SMS OR SELF DRILLING SCREWS ST/ST (GRADE 2 CRS) INTO METAL STRUCTURES RtL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'D' - 1/4" DIA HILTI KWIK-CON 0 (F -I63 K51. Fy-157 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-3/8" MIN. PENETRATION INTO W000 THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4- MIN. EMBED INTO CONCRETE TYPE 'E' - 1/4" DIA HILTI KWIK-CON 1 (Fu -163 K51, Fy.157 KSI) DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. • • • •NCHR E AODT2 DISTANCE�S• •• • j$TO WogCCR400 014j(tEM p �1�`,�,MW.2-1 /2" IAN. INT• • NT0•MEIAL iiTRYCTMR[.- 1/1" MEN. • • • • ••:•••• .. 000 • • • JAVAD NMA47... DAP 705Si 92 ism •• • • • • ••• • • • • • • • • • • • • • • • • we • • •• • W000 BUCKS ANO METAL STRUCTUR•S NO6 ditY CGI WNNMOW.1i MUST SUSTAIN LOADS IMPOSED SMGI.AZWA SYSTEM1111D • TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • • • • 060 • • • • • • • • • • • 800 • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • AT 1/4" ANCHOR • •• JUS 1. •5 to/ PRODUC r REVISED ft complying wllh the Fioyldo balding Code Acceptance No4 AI),{L' P. d awing no. W09-58 sheet 80T 13 } PANEL WOTH 1/2' MAK D.LO. . LOAD BEARING SHIM 1X8 OR LARGER W000 BUCKS h PANEL WIDTH TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/2 MAX. LOAD BEARING SHIM I/2 MAX. WAD BEARING SHIM 000R WIDTH REINFORCING AS REDD SEE SHEET 3 FOR CAPACITY EXTERIOR 1/4' MAX. LOAD BEARING SHIM METAL STROCTURE TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING • • •• • • ••• • • • • • • • Ego lAVA9 XI1MAo CML RA.t ./ 70502 WM DOOR WIDTH TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING • • • • • • • • • • • • •• • • • • • • • • PRODUC r REVISED as complying with the FloridaReddltis ••• .••• • Mcplacce NoJ� 1 ARA • : .- i • . ' at • • •• • .NL 0:1312 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • d owing no. W09-58 sheet 9 of 13 ) POCKET HOOK ANCHOR CAPACITY - PSF ANCHORS TYPE SUBSTRATE MIN. EMBED. MIN. EDGE DIST. PANEL WIDTHS 35-1/4' 42-1/4" 48-1/4' 54-1/4" 60-1/4' 1/4' 018. ULTRACONS BY 'EWA' (F.-177 KSI. Fy-155 KSI) MASONRY 1-1/4' 1" 99.0 85.0 75.0 88.0 60.0 CONCRETE 1-3/4' 1' 170.0 159.0 139.0 124.0 112.0 1/4" OFA. 108K -00N 0 BY 'MILD' (Fem163 (SI. Fy=157 KSI) MASONRY I-1/4" 1" 83.0 71.0 62.0 55.0 50.0 CONCRETE 1-3/4" 1" 140.0 120.0 105.0 94.0 64.0 114 SMS (GRADE 2 CRS) WOOD 1-1/2" 3/4' 170.0 170.0 150.0 133.0 120.0 POCKETED JAMB ABOVE CHART 5 FOR 12" TYP ANCHOR SPACING FOR 6' SPACING MULTIPLY CAPACITY X2. • • • • • • • • • • • • • • • • • • • • • •• ••• •• • PRODUCF REVISED sesesg with the Florid& Cede A bee Ne•." 4 1•• • • • • • • • • • •. ;. i• luL ; ?n 6llgF: TAW/ . WD ... CNIL FHA PE I 70592 C.A.N. 3538 •.. [m‘ul U 0 a 0 U SERIES-560 ALUM SUDNG GLSS DOOR (LM.I.) 6 c Q a 7. drawing no. W09-58 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet g.1 of 13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .180 .09 _.1.9.1._ INSIJL. GLASS T 1.137 + ADAPTER 2.000 B.41B 3.000 .100 � � 1-, Qf 8.466 2.972 - .101 1 A4FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TD (305)2646100 FAX. (305) 262.4976 a U [100i 2.175 2.242 L 8.628 OO FRAME HEAD co JAMB/LOCK TsP. STILE ITM-2.242 - 062 TTP. 2.070 _890. -. 1.770 .350 1.112 1.140 .140 3.000 - 080 7YP70 .628 .935J1- 2.272 2732 .410-.1 t3 FDL PANEL L._ BASE (SERIES -560 ALUM SUDNG GLASS DOOR CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL, (305) 593-6590 FAX. (505) 593-6592 L- 1.9802 .070 m. --¢ 125 TYP• .1 0 FRAME JAMB - 2.652 1.053 e 1 112 3.000 .100 1.942 .•" 1 • • • .. .. 1 • .... . ••• • • .. 0 TOP RAIL I •9351-� O INTERLOCK STILE 1.980 GLAZING BEADS 2.750 7- ,241J t4 O STILE REINFORCING .692 080 070 2.707 .070 5.750 4.910 1.122 } i j 11 .930 .712 L } 3.197 5.314 .L� 563 .823 ll IIIlI N"t'.750 F 892 t6 TRACK INSERT 1.122 .070 1,000 I 2.382 2.242 BOTTOM RAIL I ® GLASS .930 ADAPTERS M- .200, ASTRAGAL 1500 STILE .�� --1I .996 JAMB COYER - .750 uNu 3.575-__ 8.625 2.229 065 2.449 3.381 1 1.653' F',, g d > i S `_ .179 .075 1.625 • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • Ayr. MralM,>A9AAD FLAPE C A.N. ' • •• • • •• Y. 70592 3576. • • : • • •• •• • • • • 11, ammpyLg wilO Florida �fuMtlag CaM Aaepunce No 1A, , • 1.7 4 R(V 1 } Da"' . ^: •-^: 0 5 ZOIZ 1.850 .100 1.950 I 3601 L L .620 ° •• • i drawing no. W09-58 • • • • • 15 POCKET ODOR HOOK• • 8.925 FRAME SILL O (STANDARD) O SILL (HI SILL RISER STANDARD RISER - -RISE) sheet 10 of 13) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM / PART E QUANTITY DESCRIPTION MATERIAL MAN P./SUPPLUCR/REMARKR 1 CCI -572 1 FRAME HEAD 6063-16 - 2 CGI -573 1 FRAME SILL 6063-16 - 2A CGI -575 A5 REDD. TRACK INSERT 6063-T6 - 3 CGI -574 2 FRAME JAMB 6063-T6 - 3A CGI -578 AS RECD. JAMB COVER 6063-T5 - 4 CO -555 1/ PANEL IOP RAIL 6063-96 - 5 001-556 1/ PANEL BOTTOM RAIL 6063-16 - 6 C01-557 2/ PANEL JAMB/LOCK STILE 6063-T6 - 7 CGI -558 AS REDD. INTERLOCK 6063-16 - 8 CGI -559 AS 6E00. ASTRAGAL STILE 6063-16 - 9 001-553 AS RE00. SILL RISER (STANDARD) 6063-15 - 9A CGI -553 AS RE00. SILL RISER (HI -RISE) 6063-95 - 10 CGI -561 AS 8100, GLAZING BEAD (COLONIAL) 6063-75 - *QA CCI -563 A5 REOD. GLAZING BEAD (SQUARE) 6063-75 - 11 001-562 AS READ. GLASS ADAPTER (COLONIAL) 6063-15 - 11A CGI -564 AS REOD. GLASS ADAPTER (SQUARE) 6063-T5 - 12 CCI -565 AS 9100. CLASS ADAPTER (INSUL. IAM. CLASS) 6063-18 - 13 14 CGI -585 2/ FIX. PANEL FOL. PANF1. 86SE, 2" LONG 6063-15 ATTACHED 66TH 18 X 3/4' PH PH TEKS CGI -560 AS RECO. STILE REINFORCING 6063-16 LENGTH - DOOR HT. - 14' 15 CGI -577 A5 9E00. POCKET 0008 HOOK 8063-T6 - 16 VARIES VARIES WOOL PIIS WEATHERSTRIPPING WITH FIN PILE ULTRAFAB OR EQUAL .187 BASE X .290 TRI-fIN (USED HORIZONTALLY) .187 BASE. X .290 SINGLE CENTER FIN (USED VERTICALLY) 17 CGI -382V VARIES CLAMS BEAD IAAB vont. CUSTOM EXTRUDED 18 SILICONE VARIES STRUCTURAL SKACONE RUBBER GE 1200 OR DOW 995 19 CGI -584 1 ANTI -UFT BLOCK GL REl11F NYLON CUSTOM CGI PART ABOVE INTERLOCK ATTACHED W/ (2) 11057' SMS 20 CGI -686 1 ADHESIVE BACKED PRE PAD (.300' H104) PILE ULIRAFAB OR EOUA. AT BOTTOM OF EACH INTERLOCK 21 TA -51 OR TA -84 2/ NOV. PANEL TANDEM 5/5 ROLLER S/S BUILDERS HRDW. OR EQUAL ATTACHED WITH 18 X 3/4' PH PH MKS 23 CH -200 1 M.S. COMMERCIAL H00K DOLT LOCK 5/5 MECH. CUSTOM PART INCLUDES 001-380 FACE PLATE TM 24 CH -107 1 BRASS THUM9TURN BRASS/ZINC - CUSTOM PART 1 REQUIRED PER HOOK BOLT 25 CH -109 OPT. BRASS KEYED EXTERIOR CYLINDER BRASS/ZINC CUSTOM PLAIT OPTIONAL PART 26 CGI -581 1 .850 X 3.875 S/S KEEPER S/S CUSTOM PART ATTACHED W/ (3) /10 X 1' TRUSS HEAD 5AIS 27 SCREW (FRAME) 12 112 X 1 1/4' HEX HEAD 5/5 SMS S/5 VARIOUS 3 SCREWS PER FRAME CORNER 28 - SCREW (PANEL) 8 /10 X 1 1/4' PAN HEAD 5/5 SMS 5/5 VARIOUS 2 SCREWS PER PANEL CORNER 29 SCREW 2 /8 X 1 1/2' FIAT 11E61) 1E83 S/S 5/5 VARIOUS (2) PER FIXED PANEL AT MAXWLIA OF 24' FROM TOP & BOTTOM MOUNTED ON PLASTIC COVER 30 SCREW - VARIES X10 X 1 1/2' PAN HEAD TEKS S/S S/S VA180U5 AT 9' FROM ENDS AID 24' O1 CENTER MAX. 31 CGI -599 VARIES RUBBER SEAL RUBBER/FOAM CUSTOM PART 32 510EU1E JAMB CUP I/SCREW 3" LONG CUP (AT "O" CONFIGURATION) ALUM CUSTOM PART CONSISTS OF 1/8 % 3 1/8 X 3''D PUTS GLUED TO 3/4 X 1 1/2 X 1/8 tHK X3'IG. TUBE 33 W -FLO WEEPER ARE RIES WEEP HOLE AID COVER NYLON PEP 1 WEEP AND COVER AT 9' FROM N • • • AT CENTER LINE OF IN7ERL0� AL SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SILICONE. • • •• • • • • •• • • • • • • •• ••• •• PRODUCr REVISED IM complying with the Florida • Arepianor No..l • • TngrI•JAV/1)Ru•g4 CML. FLA PE [7,592 C.AN..d6a8 •• • . • slit. 7, 5 2pt2 U n a 0 U • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • -• • •• •• ••• • • • ••• • • d owing no. W09-58 sheet 11 of 13 PANEL TOP CORNER FRAME TOP CORNER FRAME BOTTOM CORNER • • % • • • • • • •• ••• •• • •gr:•w •++wo. PANEL BOTTOM CORNER RA. p� y. 70592 Cour.3538 • • • ••• • • ••:•••. • • • • • • r v • . • • • • • • 0 •� • • • • • • • •• • • • • 00 16 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • MULLION LOAD CAPACITY - PSF DIMS. EX 10X I/8" MOTH (W) INCHES LENGTH (L) 9404ES EXT.(+) INT.(-) 26-1/4 32-1/4 36-1/4 44-1/4 50-1/4 56-1/4 62-1/4 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 90 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 96 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 102 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1/4 108 140.0 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 114 140.0 140.0 140.0 140.0 140.0 140.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 120 140.0 140.0 140.0 140.0 140.0 140.0 X ALUM TUBE 2X 10 X 1/8" w W2 NOTES - 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF ODOR MULLION. 2. FOR SLIDING GLASS DOOR CAPACITY SEE SHEET 3. 3. USE CHART ON SHEETS 5 & 6 TO SELECT ANCHOR ARRANGEMENT AT MULLION ENDS. 4. LOWER VALUES FROM STEPS I, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATIONS SIDS BY SIDS S.G. DOOR SIDE BY SIDE APPLIES TO TWO OR MORE DOORS TYPICAL ANCHORS AT MULUON ENDS CLUSTER OF 8 SEE SHEET S dt6 FOR CAPACNY WIDTH (W) = WI + W2 + 2 2X *0X 1/8" ALUM TUBE (8063-T6) DOOR WIDTH TYPICAL ANCHORS IN PAIRS AT 6" FROM ENDS AND 18-1/2" O.C. MAX. UNCLIPPED MU JJON 6" 6" MULLION TUBE 3 1/4" CLUSTFR OF R ANCHORS READ VALUES FOR CLUSTER Of 8 ANCHORS ON SHEETS 5 & 6. • • • •• • • ••• • • • • • • • • • • • • i• • • • •• • • •• • •• • FIA.. RE / 70592, CAW. 7538 •00- `•••'C • • •'': • 2� PNODUCt RF,VISED As complying with the FHe1142 Balding Code Acceptance Ne IL' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 000 • • 1' I 0 n. 0 S 8 FAX. (305) 595-6592 c 0 41 • 0 drawing . no. W09 -58 (sheet 13 of 13) /388331111 11111 I_ _ • • • • •• • • • 000 • •• • • 00f 11L • • • 00 EXTERI • • • • • • 60019 YAOTIO • • • • • .• UNCLIPPED MU JJON 6" 6" MULLION TUBE 3 1/4" CLUSTFR OF R ANCHORS READ VALUES FOR CLUSTER Of 8 ANCHORS ON SHEETS 5 & 6. • • • •• • • ••• • • • • • • • • • • • • i• • • • •• • • •• • •• • FIA.. RE / 70592, CAW. 7538 •00- `•••'C • • •'': • 2� PNODUCt RF,VISED As complying with the FHe1142 Balding Code Acceptance Ne IL' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 000 • • 1' I 0 n. 0 S 8 FAX. (305) 595-6592 c 0 41 • 0 drawing . no. W09 -58 (sheet 13 of 13)