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RC-17-2359 -...'mr_.. �—"'-.t�""W'�-+��:. .. _ �----r� _�.r. d ...._ - �,---."w— �'C".r++�.--r"e:—`e"4—e��r • ..��.�.�_'�'—*_'r-"'.r „r-� r : +_..� •-e�;�� .:-cam- "` ' _ _..... __i-'rr"�.,x.._...�...�..�+--r,�y;r�.,,Y ..""r?�, a�� - .� w _ .... ' ., .. � - "�._� '� ' .. �a �. .T.. P .- . _ _ _ r� � > ` t- D.. t,. � :. F.y � - g. ., , i. �` ✓ .. � _� v� � - , :� �# �� L� k� ` � �: 1 e. �. 1' �: �� ' � ,. � r � � . ��. � a.. �� f t t k Permit-,NO. RC-1-0-1,7-2359 Miami Shores VillagePermit Type:=�tesidential Construction N tri 10050 N.E.2nd Avenue NEPer[ Work Cld5siftCation:Alteration Miami Shores,FL 33138-0000 Pe!mit StatilS`s APPROVED Phone: (305)795-2204 isstte.Dat 11/1512017 Expiration: 05/14/2018 Project Address t 1 Parcel Number Applicant 440 NE 91 Street 1132060190050 JEFFREY COOPER Miami Shores, FL Block: Lot: Owner Information Address Phone Cell STEPHANIE LOPEZ GOMEZ 440 NE 91 Street MIAMI SHORES FL 33138= 440 NE 91 Street MIAMI SHORES FL 33138- ____ G Contractor(s) Phone Cell Phone Valuation: $ 45,000.00 VEPCCO CONSTRUCTION&MANAGE (954)980-5786 , Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:DEMO&INSTALL NEW PARTITION Occupancy:Single Family Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info: Review Electrical Review Electrica[ Bond Return: Classification:Residential Review Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing Bond Type-Owners Bond $500.00 Review Building Invoice# RC-10-17-65217 Review Building CCF $27.00 10/04/2017 Credit Card $200.00 $2,035.75 CO/CC Fee $50.00 Review Structural DBPR Fee $20.25 11/15/2017 Check#: 182 $2,035.75 $0.00 Review Structural DCA Fee $13.50 Bond#:3560 Review Mechanical Education Surcharge $9.00 Permit Fee $1,350:00 Plan Review Fee(Engineer) $120.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $30.00 Technology Fee $36.00 Total: $2,235.75 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. November 15, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date i Building Department Copy November 15,2017 1 Miami Shores Village T ® 20v Building Department BY: 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305) 756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 _ FBC 20 BUILDING Master Permit No- PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �' ►�� \ STrt- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: \ % —3206—O\cl\ - Jp Is the Building Historically Designated:Yes NO V Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone#:(J!:0'a))-4Ga\\0-1 Address: 4 --\\ STQ -t- City: 'State: r_L Zip: 33\� Tenant/Lessee Name: Phone#: Email: � F��cr��t2_®�►.n�a\ .cc�� CONTRACTOR:Company Name: \,3y54j=c_c ) �iGI;_=�hone#:Cpl��1�q$oS�F Address: \\eQ 1% t.n\-fie 1>2 City: '.L_ State: moi_ Zip: OZ.S Qualifier Name: QclooLx=z_-�o v Phone#:(pl�>-k so $(0 State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work fore this Permit:$ 4S o©o.00 Square/Linear Footage of Work: Type of Work: LJ Addition ZAlteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: T> � C \►=,g__-ZA _L_ ltr- �_ 2B►^o�L\�.Y� Ss��+-\Qc�an-� '2�nr��yJC� , �L+-��5 �� Specify color of color thru tile: Submittal Fee$ 2ap_ Permit Fee$ �c'1 Q CCF CO/CC$ Scanning Fee$ �b. o�) Radon Fee$ DBPR$ Notary$ Technology Fee$ C,)o pTraining/Education Fee$ Double Fee$ Structural Reviews$(2-0•(M W. Bond$- (' TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND JO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature �- TCTO OWNER or AGENTCONTR The foregoing instrument was acknowledged before me this The foregoing insrument was acknowledged before me this day of .0- 20 11' by day of 0,=Nop--gE�, 20 ice. by �7EFFfZC�' C('Y r7"�(Z who is personally known to 1201a�.-Voy3T11L who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig Sign: Print: t AC( A Print: Seal: Seal: "' Ricardo Dominguez 40.1y.Pp�1; Commission # FF958686 well; '"''+ fa y of F*Wa =* , Expires:February 8,2020 ` Bonded thru Aaron Nota* * � ** ************************* wry+ 1******** **u Aaron**** ************** APPROVED BY A Plans Examiner Zoning /4/tlo Structural Review Clerk (Revised02/24/2014) t / � � olll VEPcco CONSTRUCTION & MANAGEMENT CORP October 3rd, 2017 State of Florida County of Miami Dade Before me this day personally appeared RODOLFO VERA who,being duly sworn, deposes and says: That he will be the only person working on the property located at 440 NE 91st Street Miami Shores FL 33138. Sworn to (or affirmed) and subscribed before me this IE� day of 20 r , by Personally Known rd OR Produced Identification Type of Identification Produced 1�--R, Print, e or Stamp Name of Notary Ricardo Dominguez Commission # FF958686 Expires:February 8,2020 Bonded thru Aaron Notary 11881 Hermitage Drive Plantation FL 33325 g , Miami shores Vi.11age sell Building Department ,as 10050 N.E.2nd Avenue F�ORIDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption 77 Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officer's or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. i Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner r State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of c, ,20 Mi By ;i cs _A aT who is personally known to me or has produced as identification. Notary: Mmguez SEAL: Commission # FF958686 Expires:February 8 2020 Bonded thru Aaron Notary 003432, I total Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY ;: 7162191 , BUSIN ESSWAME%CO'CATrO`N RECEIPT NO. EXPIRES VEPCCO CONSTRUCTION AND MANAGEMENT CORRENEWAL SEPTEMBER 30, 2018 DOING BUSINESS IN DADE COUNTY 7440161 Must be displayed at place of business Pursuant to Courity Code Chapter 8A-Art. 9.& 10 OWNER SEC. TYPE OF BUSINESS VEPCCO CONSTRUCTION AND MANAGEMMJStbf*AL BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR C/O RODOLFO VERA ,.CGC152037i3_.. Worker(s) 3 r $75.W:09/04/20:17= CREDITCARD-17-057542 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the businesir' The RECEIPT NO.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 8a-276. For more information,visit www.miami dade.govlta xcol lector , I Property Search Application - Miami-Dade County Page 1 of 1 OFFICE. OF THE PROPERTY` APPRAISER Summary Report Generated On: 10/4/2017 Property Information Folio: 11-3206-019-0050 440 NE 91 ST Property Address: Miami Shores,FL 33138-3151 Owner JEFFREY COOPER STEPHANIE LOPEZ GOMEZ 440 NE 91 ST } Mailing Address`` MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE gs FAMILY: 1 UNIT . Beds/Baths/Half 4/2/0 j Floors 1 ' Living Units 1 Actual Area 2,239 Sq.Ft 1f a ju far G$ _ . Living Area 1,665 Sq.Ft Adjusted Area 1,926 Sq.Ft Taxable Value Information Lot Size 10,125 Sq.Ft 2017 2016 2015 Year Built 1947 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $274,024 $267,360 $265,154 Year 2017 2016 2015 School Board Land Value $303,831 $253,192 $243,218 Exemption Value $25,000 $25,000 $25,000 Building Value $154,919 $155,504 $156,090 Taxable Value $299,024 $292,360 $290,154 XF Value $3,058 $3,089 $2,340 City Market Value $461,808 $411,785 $401,648 Exemption Value $50,000 $50,000 $50,000 Assessed Value $324,024 $317,360 $315,154 Taxable Value $274,024 $267,360 $265,154 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $274,024 $267,360 $265,154 Save Our Homes Assessment Cap Reduction $137,784 $94,425 $86,494 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Price Qualification Description Second Homestead Exemption $25,000 $25,000 $25,000 Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 08/02/2017 $555,000 30643- Qual by exam of deed School Board,City, Regional). 4804 08/01/2008 $415,000 26524- Sales which are qualified Short Legal Description 0118 EL PORTAL PB 9-101 07/01/1997 $120,000 17706- Sales which are qualified LOT 7&E1/2 OF LOT 8 BLK 1 3557 LOT SIZE 75.000 X 135 16827- Sales which are disqualified as a result OR 17706-3557 0797 1 06/01/1995 $0 3905 of examination of the deed COC 26524-0118 08 2008 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/4/2017 t � { , i VEPCCO CONSTRUCTION AND MANAGEMENT CORP N V 0 2 2017 11881 Hermitage Drive Plantation,FL 33325 ►� ^ TEL:(954)980 5786 j Y. VEPCCO Email:vepcco@gmail.com CONSTRUCTION 6 MANAGEMENT CORP CUSTOMER NAME: Jeffrey Cooper&Stephanie Lopez Gomez PROJECT NAME: INTERIOR RENOVATION CUSTOMER ADDRESS: 440 NE 91st St MIAMI SHORESFL 33138 PROJECT ADDRESS: 440 NE 91st St MIAMI SHORESFL 33138 CUSTOMER PHONE: 305.766.1107 FOLIO#: 11 3206 019 0050 CUSTOMER E-MAIL: JEFFPCOOPER(a)GMAIL COM SALES PEERSON: Rodolfo Vera A rox Time of Construction 2. DATE: 9/30/17 -3 0 months after permit_ NOTAL$: $75,684.09 We would like to THANK YOU for the opportunity you giving VEPCCO CONSTRUCTION AND MANAGEMENT CORP,to present this proposal for the construction of your interior renovation to a single family home at the above reference location. We will provide all necessary labor,materials,equipment,supervision and management,except as noted below,to perform all required work show below. Item Ory Unit Description Total Cost General Conditions GC Labor/Disposal ,2 units-30 Cuyd Dumpster Included Insurance Exclusion and Clarification.Initials: Master Permit and Trade Permits Fees paid by Owner Permit Processing By Others Parking,Job site supplies,Blueprints,Telephone,Project Management and supervision personnel are included. First Aid and safety Included. Sub-Total $2,052.63 Structural DEMO 1.00 sum Labor for Demo existing finishes,bathroom,drywall as per plans $2,631.58 Three(3)crew men for 5 days MASONRY WORK 86.00 Sf Close with CMU blocks exisitng opening A to be enclosed(New Family Room),include fill cells as per $1,715.79 WOOD 1.00 sum Provide New plywood in bathrooms&kitchen due to plumbing work $326.32 Sub-Total $4,673.68 Drywall/Finish/Painting FRAMING,DRYWALL AND FINISH 660.00 SF Provide drywall new partitions as per plans $3,473.68 220.00 SF Provide new drywall sheeting $578.95 6.00 PCs Provide water proof sheeting(durox)foe wet areas $189.47 2,646,a0 sv Skim all walls 4,7.&2.08 sF Skim iA all ceilings STUCCO 240.00 Sf. Stucco work,similar to existing $1,263.16 INTERIOR AND EXTERIOR PAINTING $6,860.21 3,836.00 Sf Painting interior,premium paint,flat walls 1,792.00 Sf Painting interior,premium paint,flat in ceilings 2,518.50 Sf Paint exterior,premium paint,exterior satin t. Sub-Total $12,365.47 Impact Windows and Doors r 1.00 Sum ALLOWANCE FOR IMPACT WINDOW AND DOOR(ADDITION) $4,031.58 ) , 001 Horizontal Roller in Family room(66"X 75") 002 Sliding Glass Door in family room(77" X94") Note: To replace the remaining windows for Impact eresistant windows add aprox.$4,955.00 Sub-Total $4,031.58 Roofln hermal Protection INSULATION OR THERMAL PROTECTION $1,647.58 1.00 Sum R-4.1 Foil paper on exterior wall 180.00 Si. R-19 Batt insulation to Interior walls 1,792.00 Sf. R-19 Blow insulation to ceilings t Sub-Total $1,647.58 Flooring/Wall Covering FLOORING 1,548.00 Sf. Install engineered wood in floors.WOOD TO BE SUPPLIED BY OWNER $4,073.68 124.00 Sf. Install ceramic porcelain tile in bathroom floor.TILE TO BE SUPPLIED BY OWNER $1,566.32 G 80.00 Sf. Install ceramic porcelain tile in shower walls. TILE TO BE SUPPLIED BY OWNER $1,010.53 I 75.00 Sf. Install ceramic tile in porch stairs&back yard stairs. TILE TO BE SUPPLIED BY OWNER $552.63 I BACKSPLASH 1.00 sum Install backsplash in kitchen. TILE TO BE SUPPLIED BY OWNER $524.21 BASEBOARD 400.00 I.f. Install wood baseboard 1x6 $1,368.42 Sub-Total $9,095.79 Cabinetry,Carpentry and Millwork INTERIOR DOORS 4.00 Ea. Provide and Install interior swing door 001 to 004 as per door schedule.Include door knob. $1,579.58 1.00 Ea. Provide and Install interior louver bi-fold doors 72"x 80"for bedroom#2 closet $407.89 1.00 Ea. Provide and Install interior louver bi-fold doors 30"x 80"for a/c closet $208.11 Note: Door 003 with no glass panel EXTERIOR DOORS 1.00 Ea. Provide new Steel Main Entrance Door $556.52 Sub-Total $2,752.09 Electrical Work- 1.00 Sum ELECTRICAL WORK as per plans $15,789.47 New electrical system includes new panel,new desconnective for a/c,newoutlets and switchs, reccessed high hats,TV,phone jacks,new trim,undercabinets lights LED,smoke detectors and ONQ Box.New Electrical Service and Riser Sub-Total $15,789.47 Mechanical Work 1.00 Sum MECHANICAL WORK as per plans $12,421.05 Supply and Install Air Conditioning System: Scope of work:Installed new 5 Ton 16 SEER.Installer 2 new exhaust fan,roof cap&wall i cap,16 return&supply and line of refrigeration The proposal includes materials,permits fee,labor,and taxes. Equipment and materials warranty will be according to each manufacturer's specifications. Contractor shall provide 1 year labor warranty Sub-Total $12,421.05 Plumbing Work 1.00 Sum PLUMBING WORK as per plans $9,473.68 PLUMBING FIXTURES 1.00 Ea. One(1)Toilet TO BE SUPPLIED BY OWNER r 1.00 Ea. One (1)shower valve and head spout TO BE SUPPLIED BY OWNER 1.00 Ea. One(1)double vanity sink and mirros.TO BE SUPPLIED BY OWNER 1.00 Ea. One(1)Tankless water heater TO BE SUPPLIED BY OWNER Sub-Total $9,473.68 Specialty Items 36.00 SF Shower enclosure in master shower $1,212.63 6.00 Ea. Install accesory set in bathroom. Set to be supplied by owner. $168.42 Sub-Total $1,381.05 Exclusion and Clarification.Initials: Any Permit cost is not included in this proposal.It will be charge as a change order to this proposal Associations Fees or deposits not included in this proposal. Project and/or engineer's fees are not included in this proposal All electrical materials to be supplied by Us. Recessed light fixtures trim NOT included 8 LED bulbs Roof work not included in this proposal.Except where quoted. Payment Form: 10%At time of approval for submitting permits $7,568.41 35%Advance at time of approval for submitting permits $26,489.43 35%at time of all rough inspections have been approved. $26,489.43 20%at Culmination $15,136.82 TOTAL COST $75,684.09 I IN, -77 VC Af- -;TV 71 IM Air Mi Mo 11T.'- 110=1 L=IF4§ IMMONA WNW A6, Irv? 4� -I L Al w c�ttoRES 1"A , Miami shores Village 'rest R Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ��,,, rr,,,, tt Tel: (305) 795.2204 Name: Uva- l Fax: (305) 756.8972 Permit Email: Phone # SOS - � CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST Building permit card. ❑ Surveys (2 copies).Final as built- Required Items: Elevations of buildings showing all intended a setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation-(Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. ❑ Certificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter(On septic or private water). Note:.If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter(Density report is required) ❑ Final certification letter from the Engineer/Architect(on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Declaration of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO -- -------- — -- Emergency-CF}-(Without-2- -Hrs-Processing).Additionaf-fee-is$80:00.---------__._..___.------------..------- • Temporary CO (Up to 90 days max) $75.00. • Residential CO $150.00 • Residential CC$50.00 • Commercial CO and CC $200.00 INSPECTION RECORDPOST ON SITE t14 Permit NO. ®®C-10-17-2359 %SNORLs h� Miami Shores Village Permit Type Rest en la onstruc ion 10050 N.E.2nd Avenue ). tit• fila 1! > r �1�'A, r '�3 4l Miami Shores,FL 33138-0000 Classrfrcation.Alteration Phone: (305)795-2204 Fax: (305)756-8972 0;op, Issue Date: 11115/2017 Expires:05/14/2018 INSPECTION REQUESTS: (305)762-4949 or Log on at https-/lbidg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:113206'0190050 Owner's Name:'STEPHANiE LOPEZ GOMEZ Owner's Phone: Job Address: 440 NE'91 Street, Total Square Feet: 0 Miami Shores FL Bond Number: 3560 . Total Job Valuation: $ 45,000.00 L ui K-A*ORK,I:S ALLOWED: Contractors '_ ryt ?m MONDAY THROUGH FRIDAY,8:OOAM-7:OOPM. Pho tet Prima Cont actor SATURDAY 8:OOAM-6:OOPM. VEPC .0 CONSTRUCTION &MANA (gj)980 j678 j'+ d Yesj L�* It j NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE • MONDAY THROUGH FRIDAY. sem►a e/C 0� Perj T6QA, cc)(1' c) U--v NO INSPECTION WILL BE,MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY+MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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. INSPECTION RECORD v0° STRUCTURAL WINDOWS&DOORS INSPECTION DATE INSP INSPECTION PATE INSP INSPECTION DATE 1 P Foundation Attachment ` Stemwall Rough ` Slab Water Service Columns(1st Lift) 2°d Rough Columns(2nd Lift) .• Top Out Tie Beam INSPECTION DATE INSP Fire Sprinklers Truss/Rafters Excavation Septic Tank ' Roof Sheathing Sewer Hook-up Bucks Roof Drains =Interior Framing _ 0ELECTRICAL Gas {:Insulation INSPECTION DATE INSP LP Tank .Ceiling Grid_ Temporary Pole Well Drywall ' 2 2 30 Day Temporary Lawn Sprinklers Firewall Pool Bonding" ; Main Drain Wire Lath Pool Deck Bonding Pool Piping Pool Steel r Pool Wet Niche Backflow Preve_ntor Pool Deck Underground Interceptor final Pool Footer Ground Catch Basins Final Fence Slab" ConclerL4te Drains Screen Enclosure Wall Rough bl ina! Driveway_ - Ceiling R — Driveway Base Roug Z,° PLUMBING COMMENTS Tin.Cap Telephone Rough .,Roof in Progress Telephone Final ' :Mop.-in,Progress ' TV Rough ' Final Roof TV Final Shutters Attachment Cable Rough Final Shutters Cable Final Rails and Guardrails Intercom Rough ADA compliance Intercom Final MECHANICAL Alarm Rough INSPECTION DATE INSP ril Alarm Final Underground Pipe DOCUMENTS _ Fire rm Rough Soil Bearing.Cert_ ' F' Alarm Final"--I Rough rat Soil TreatmentCert-- ervice Work With Floor Elevation Survey Ventilation=Roug Reinf Unit Mas Cert ELECTRICAL C M ' ENTS Hoo'd--R UO gh InsulatiomCertificate Pressure Test " Spot Survey Final Hood ' Final Survey Finalntilation truss Ce_rtificatiori Fi Pool Heater STRUCTURAL COMMENTS •` 0,0 final Vacuum I" I� MECHANICAL C0&fi ENTS INSPECTION ,DATE JINSP - Final Sprinkler" Final Alarm h �•, i:s�.. .M1T^* .e��?w .` �" y, �«.,..._ �:..�_� �� 'J';^ p...;r•• ,y'�.i.Z„ HS'-•t.. •y 1 nr`i^•T •�t� =r'Ci•.• Y. 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[t�;t,�,'F'I }, fir. jrTia ,•�',�.'.*"..� "it- "tt'�d.�, i• �� T''`«�` ,` ?� r! ii:vZ f: .' rr, `tt yrj�•y1. 3 yI tiA?f" C f 1�" t `dATJFs ,.} AM, t .�}rt�±t ` ca.f.4Yfl� �t ;�?,rtt,j/�e t. rSp, '.1•- K4 't'# <}�{y k1H �t,• ,S"t rty �,t 3 },. ;,t '��i1 �+r p Tt*bpi-T '� J r. .Ff#{ -A tt,rt, + y,>�•. t3�L �}�, .,1 +`�'t. ,.!!�---��,,};"i,.s�,jtis�,{i'•.� �'r• t�'i''• � '`v,,�y f��, �y 'l_. •� ��ir; '�•t �?.� �. .. �} h ' �`•, ,:{{;,�� i��dam'f jj•w. -.r ;...Cfi•"•�•i��: l.u_T,�>r `tTi.� �C•%"1',tsuAA,,r,.�j•71i:' � •�:� V'�'�'�. Utl ��:�'.�� P.'y' `}l �'• 3� s t! ? ��"•�:,rt 4:. i r• s..a.-. a�'c y� + ?I.Sr a.• r r � rJa�y�S..'��['1.. � i Yti l:l f•�� tt,,c{e H � l .x« r't\l ..•7f�. a:.r.t- aJ:��: a.1•...r•' -...'rA...- .S'vt.t. .f�. ..t- -.✓�. ',. �- :'. +t.. 1 � WIND LOAD CALCULATIONS :""' ...... ...... . ...... FOR ...... .. . ..... 440 NE 91th Street •• •• •• •••••• Miami Shores,FL 33138 . . . . ...... SUBMITTED TO CITY OF MIAMI SHORES FLORIDA PREPARED BY VM2 CONSULTING ENGINEERS INC 10936 SW 137th Place Miami, FL 33186 Phone: 786-355-8071 S `,`,�a►grcunum►rrrrp+rr, TRUC i U ,�C October 24, 2017 00. \1kzCA p = No 56988 "_ �7Ffl y� STS*E OF .� � P•: � 0. Juan Viz rra P.E. # 56988 ''/ Ji111111111i1111110�" S.I. # 6998581 "ASCE710W.xls"Program WIND LOADING ANALYSIS -Wall Components and Cladding Per ASCE 7-10 Code for Buildings of Any Height Using Chapter 30:Wind Loads Components and Cladding Job Name: 440 NE 91 Street Subject: Job Number: Originator: Checker: • Input Data: • • ... .. ... ...... Wind Speed,V= 175 mph (Wind Map, Figure 26.5-1A, B or C) .. 0*0 Bldg.Classification= II (Table 1.5-1 Risk Category) . lee Exposure Category= b (Sect.26.7) •. ..' .�..' ..... Ridge Height, hr= 16.15 ft. (hr-he) .. ... . . ..:..' Eave Height, he= _10.00 ft. (he-hr) .. ..' '..' ...... Building Width = 49.00 ft. (Normal to Building Ridge) •' Building Length= 59.00 ft. (Parallel to Building Ridge) ' ' • Roof Type= Gable (Gable or Monoslope) '•••• la '. ' :....: Topo. Factor, Kzt= _1.00 (Sect.26.8&Figure 26.8-1) •• 0 ••o • � • Direct. Factor, Kd = 0.85 (Table 26.6-1) • Enclosed?(Y/N) .Y (Sect.26.2&Figure 26.11-1) Hurricane Region? Y 0 Component Name= Wall (Girt, Siding,Wall, or Fastener) hr h Effective Area,Ae= 10 ft.2 (Area Tributary to C&C) The Resulting Parameters and Coefficients: L Elevation Roof Angle, 0= 14.09 deg. Mean Roof Ht., h= 13.08 ft. (h=(hr+he)/2,for roof angle>10 deg.) Wall External Pressure Coefficients, GCp: GCp Zone 4 Pos.= 1.00 (Fig.30.4-1) GCp Zone 5P = 1.00 _(Fig.30.4-1) GCp Zone 4 Neg.= 1.1_0 _ (Fig.30.4-1) GCp Zone 5 Neg._ -1.40 _(Fig. 30.4-1) Positive&Negative Internal Pressure Coefficients, GCpi(Figure 26.11-1): +GCpi Coef. = 0.18 (positive internal pressure) -GCpi Coef. = _10.18 (negative internal pressure) If z<=15 then: Kz=2.01*(15/zg)^(2/a), If z> 15 then: Kz=2.01*(z/zg)^(2/(X) (Table 27.3-1) a= 11.5_0 (Table 26.9-1) zg- _._ 700 (Table 26.9-1) Kh= _ 1.03 (Kh= Kz evaluated at z=h) Velocity Pressure:qz=0.00256KZKZtKdV2 (Sect. 27.3.2, Eq. 27.3-1) qh= 68.65 psf qh =0.00256KhKZtKdV2 (qz evaluated at z=h) Design Net External Wind Pressures(Chapter 30): For h<=60 ft.: p=qh*((GCp)-(+/-GCpi)) (psf) For h> 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf) where:q=qz for windward walls, q=qh for leeward walls and side walls qi=qh for all walls(conservatively assumed per Sect. 30.6.2) i 1 of 3 10/26/2017 11:30 AM j "ASCE710W.xls"Program Wind Load',Tabulation foe Wall•Com onents&Cladding Component z Kh qh =Net Design Pressures s ft. , , s Zone 4, +) Zone 4 - Zone 5 + Zone'5 Wall 0 1.03 68.65 81.01 -87.88 81.01 -108.47 , 15 00 1.03 68.65 81.01 -87.88 81 01 1,08 47, . _ _w� . .. For z=hr: 16 15 -1. 68.65 81.01 -87.88 81.01 ,�1p8.4T" •••.•• ._ .......... _.,__._,, .. .__. __ ,__ __ _.. •_•. ..•, ,,,.__...,.. ,,.. _,, •....• . • • •••••• ... _.,._,,.._........ ............ ... ... ...... �.......,_..._......... For z=he: 10.00 1.03 68.65 81.01 -87.88 81.01 -108.47 " For z h.:' 13.08 1.03 68.65 81.01 -87.88 1 81.01 1 108.47 Notes: 1. (+)and(-)signs signify wind pressures acting toward &away from respective surfaces. 2.Width of Zone 5(end zones),'a'= 1 4.90 Ift. 3. Per Code Section 30.2.2,the minimum wind load for C&C shall not be less than 16 psf. { 2 of 3 10/26/2017 11:30 AM r "ASCE710W.xls"Program Wall Components and Cladding: • 0 es 000 Wall Zones for Buildings with h<=60 ft. , i r , e 1 Y i 3 }} 1 WALL ELEVATION Wall Zones for Buildings with h>60 ft. 3 of 3 10/26/2017 11:30 AM i Miami-Dade County Building E a Product Information for N.O.A. 15-0612.05 • - 0000.. 0000.. NOA 15-0612.05 •••• •••• • • (library/productcontrol/noa/15061205.pdf) . • • • Superseded By •••••• •••• ••••• r 00 00 + 0000 0000.: File Status File Approved 00000: j •• . • 0000.. File Classification High velocity hurricane zone . :••• 0 t • 0 00000. •• ••• Category Doors • Subcategory Sliding , Material Aluminum r i Applicant Eco Window Systems. LLC (pc-result detail app.asp?app alias=103009) Expiration_Date March/20/2019 Impact—Rate Large and Small Missile Impact Maximum_Design_Pressure Positive, 70 i Maximum_Design_Pressure_Negativd 80 Description Series 700 Aluminum Sliding Glass Door w/Reinforcements-LMI Green—Sustainable—Attributes NONE j For a detailed description on the File Status,click the NOA File Status Key. (/buildinp/pc`result key app.asp) Page Last Edited:Wed Jan 25,2017 10:40:27 AM MiA� B is f ,. fe t i C MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW:y$tU Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ; .'.Miami,'Florida 33175-' R:' BOARD AND CODE ADMINISTRATION DIVISION T(796)3 t5-2590.'"796)315-2591. 4 NOTICE OF ACCEPTANCE (NOA) :::'www.miamiaade�ov/eco_ � J s.ECO Windows Systems,LLC .... .... :" 9114 N.W. 106'h Street, y F .... .... ..... Medley,FL 33178 SCOPE: F .. .. .... ...... This NOA is being issued under the applicable rules and regulations governing the use Q cenjtructign mgterials.,,V1q; documentation submitted has been reviewed and accepted by Miami-Dade County RE$-Product C4W8P8ectiou to . be used in Miami Dade County and other areas where allowed by the Authority Having'Jau'ts&ction(s J)g :" This NOA'shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section I (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_hi 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 11700"Aluminum Sliding Glass Door w/Reinforcements-L.M.I. 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 N { Limitations: I.,See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"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 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 productor process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any otherpurposes 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#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. NOA No.15-0612.05 CADECOurlry Expiration Date: March 20,2019 Approval Date: December 17,2015 Page 1 ' {f F } } ECO Windows Systems.LLC f _ ' -NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 A. DRAWINGS • ' • 1. Manufacturer's die drawings and sections (see below) 2. Drawing No.W13-49 REV C,titled"Series-700 Alum SLD.483t Door-'LM.I.)%....; sheets 1 through 12 of 12,prepared by Al-Farooq Corporation••dated 09A27/Mmd last j revised on DEC 02 2015 signed and sealed by Javad Ahmad Pt*,::. • 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+.BC'PAS 202-94:....; 3)Water Resistance Test,per FBC,TAS 202-V4 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.l,'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 fi + last revised on 02/10/2014,signed and sealed by Marlin D.Brinson,P. E. Noie: The above referenced test report has an addendum letter dated FEB 10,2014,issued by T 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 (5'h 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/ASTkAE-1300-02,-04&-09. t D. QUALITY ASSURANCE f 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", exphing 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. ' F. STATEMENTS , 1. Statement letter of conformance to FBC 2014(5'h Edition)and letter of no financial "interest,prepared by Al Farooq Corporation,dated 06/10/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. t. G. OTHER , 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. Ishaq I.Chands,P.E. Product Control Examiner NOA No..15-0612.05 Expiration Date: March 20,2019 Approval Date: December 17,2015 ' E-1 i 2,3 4 3/8" CLUSTER OF �V 6 ANCHORS w 5" MAX. 13" MAX. ' AT INTERLOCK ENDS HEAD HEAD SEE SHEET 5 FOR CAPACITY M CORNERS Z . F • IL g96" .T •• 00 0 j DOOR FRAME WIDTHS 9, . •• : :••••: • Lu • INTERLOCKS • al • • I I WITH OR WITHOUT •• •a: Z :•••• REINFORCING Ulm • SEE CHART #1 � W m - o I� jl J 004 WJ Z M E r INSTRUCTIONS: C _y=�t---�L_-- E ,� - �� _ USE CHARTS AS FOLLOWS. i i i i �A�, C T 0 4 017 (U o .J N STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY D BY JLn AND REINFORCING REQUIREMENTS. w w a III ' II,I ��' � °c$ STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT n .j EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAII. o ¢ rn d i 1 W STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY, 9 to 0 M a i 1 11 < 0 Nw 0 11 II �p >- w THE LOWEST VALUE RESULTING FROM STEPS 1 �1 _ _ I� ra STEP 4 z V) 00 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. IF --- r--- 5 > N r 11 II N 3 �M N it 1i O o M II 11 � p •- I I I J J I1 II Q Z �w - ----- - 0 3 .. DAYLiTE OPENINGS WIDTHS: Is il- `� z FIXED STILE-INTERLOCK = PANEL WIDTH - 7.125" L O o INTERLOCK-ASTRAGAL = PANEL WIDTH - 7.250" B U �w J DAYLITE OPENING HEIGHT: F�tUi3UCfREVtiBBD PANEL HEIGHT - 6.50" .3;with the florld6 PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" N br w"a ft 41 3/4- 41 3/4- w A �prle 1Ab • ��c FALSE MUNTIN D.L. OPG. O.L. OPG. <zn o c v s OPTIONAL THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 48 7/B" " pi* Ir a o 15 SHUTTERS ARE NOT REQUIRED. PANEL WIDTH 48 7/8•' PANEL WIDTH v a a SERIES-700 l ALUMINUM SLIDING GLASS DOOR - 5" MAX. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL 13" MAX. a REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE CORNERS SILL ,y � LAMINATED GLASS T N INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ): CLUSTER OF /> m c 1 BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6 ANCHORS INSUL. LAM. GLASS r TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS LARGE MISSILE IMPACT SEE SHEET 5 FOR CAPACITY i 4 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr: JAVAD AHMAD u 0 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE TYPICAL ELEVATION FLA.AN 3538 92 $ 3 NOT PART OF THIS APPROVAL. OX o o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �� Oi5 �° °I ti ALTERNATE SIZE UNITS: ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MAX. FRAME AREA OF DOORS NOT TO EXCEED drawing no. MATERIALS INCLUDING BUT'NOT LIMITED TO STEEL/METAL SCREWS, THAT THE TESTED FRAME AREA OF 72 SQ. FT. _ W 3 .49 COME-INTO-CONTACT-WITH OTHER DISSIMILAR--MATERIALS SHALL MEET-THE - - - - - - - - - - — - - - - — - - — - - — REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 12 I CLUSTER OF U 8 ANCHORS 5" MAX. 13" MAX. 4 3/$" AT INTERLOCK/ASTRAGAL ENDS ro HEAD HEAD TYP. - SEE SHEET 5 FOR CAPACITY CORNERS • Z �� .._w_._ i�� •/ ---- �—_� . • J 0000.• H • .T 147-7/16" •• .• .IL •...••.. DOOR FRAME WIDTH • A O o QA o ;0000: 0000. LL • • •• •�C, • 00000 9• • N W • • 0090•• :. 9 9O eMi • • INTERLOCKS - - — _ - Q9 • :. • WITH OR WITHOUT °� •.0• I I REINFORCING •• �'��Z O • _ ----- SEE CHART #1 Q D jl 11 U6 m s I»i i i Ho— c ' ' --_ L--= G D N W ■ Z a II II // X = O ci �I 11 ¢ (n CO N Ld Ld o a II II a Q I I I II in -� C7 } W Z U) 00 II II sr 11 II y �I 1� 0 Ot7 N co ll II a O 10 w w s� N ` 42 1/16" 42 1/16" osIn FALSE MUNTIN D.L. OPG. D.L. OPG. '0 1 IDUs E�tV!<BE OPTIONAL 49 3/16" v �i Celk 49 5/16PANEL WIDTH PANEL WIDTH `` c: ASTRAGAL INTERLOCK `�A�P pct era) y , a ol 5" MAX. SILL 13" MAX. 0CLUSTER OF o CORNERS SILL N, 6 ANCHORS b o r 5 AT INTERLOCK/ASTRAGAL ENDS C < m TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY r _ _ oxx o Engr. JAVAD AHMAD �: o CML ALTERNATE SIZE UNITS: FtA PE # 70592 0 MAX. FRAME AREA OF DOORS NOT TO EXCEED C.A.N. 3538 THE TESTED FRAME AREA OF 110.7 SO. FT. Q . E u drawing no. - -- - - - - - - - - - - - W13-49 - sheet 2 of 12 CLUSTER OF (� O 5" MAX. 13` MAX. 4 3/8" 6 ANCHORS w AT INTERLOCK/ASTRAGAL ENDS CORNERSHEAD HEAD _ TYP. ^' SEE SHEET 5 FOR CAPACITY M —T Z -_ �__ • rz Ito • I • .? 192" • � 9L � e DOOR FRAME WIDTH • a O N :•••• ' ��4 d • tV re cq A fl LL • • • 0 • INTERLOCKS INTERLOCKS • ' • I I WITH OR WITHOUT 1 I WITH OR WITHOUT r • • REINFORCING _ _____I= REINFORCING a 'z W I SEE CHART #I I, ,I SEE CHART J1 N_ a I I I z - " QWm2tL Lj Lj \ \ __ _i11�_ ' li //' _ it //� I, -^ /�� JLn L1.1 JII / II / II / ,1 / o a rn ii ii li it m a' W M o I I 1 I I I o �I II Q N til II II 1 I W � r= Z Ld03 �1 II II II j 11 II II �I N l0 N �I I� II II 0 O tq N (I I, II II 0 — . N an M B U �W w N Wrnm � 42'1/161- 42 1/16" m FALSE MUNTIN D.L. OPG. D.L. OPG. y DUC T REVISED OPTIONAL ,n v =IYI�wilk lbe Fl,,* o c 0 ce 49 3/16" Imp C u u PANEL WIDTH 49 5/16" E SM opl —�� o g PANEL WIDTH INTERLOCK ASTRAGAL INTERLOCKJIM 5" MAX. SILL 13" CLUSTER OF o a m o CORNERS 6 ANCHORS y o o TYPICAL ELEVATION AT INTERLOCK/ASTRAGAL ENDS L °c OXXX SEE SHEET 5 FOR CAPACITY r� o Engr: JAVAD AHMAD •� o_ ALTERNATE SIZE UNITS: RA. CML' 70592 MAX. FRAME AREA OF DOORS NOT TO EXCEED C.A. . 3538 0 THE TESTED FRAME AREA OF 144 SQ. FT. 8 Y 2015 m u drawing no. W13-49 sheet 3 of 1 2 DOOR FRAME W. w A 1 _M C E NOTE: Z uj p 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Fz • a ....�. s 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS a •• a REQUIREMENTS SEE SHEET 5. 3E p �p O g B 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. d' ��u ••••; INTERLOCK •• k Q G • OX(SHOWN) EXTERIOR •• -90p 9 N p 'm a • •••••• 400 XO I o DOOR FRAME WIDTH (SEE Dp TABLE) , �p go ••••'• �, SOL a _ • DOOR FRAME WIDTH O © 0 O J - r • •a d G a • .•..•. 0 A '• a z � 10A z In = J H Q 410m1�' RIM G =pp o- _ o g U 0o W B J ASTRAGAL INTERLOCK v J i' Ln (n co EXTERIOR OXX(SHOWN) $ co XXO I DOOR FRAME WIDTH (SEE Dp TABLE) N m o Wv U v7 tj X DOOR FRAME WIDTH © © >- W tZ z V) �00 q o V7 n N to V) N J C J Ln o oM w G D a Z C, Y Z n Cl W C> v W ASTRAGAL INTERLOCK w W 0, N OXO(SHOWN) EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) r� W La W DOOR FRAME WIDTH PRODAC P StEM£p © ® CQ ® O «c4aw,ft►*k thes o AAST AL CO& A+�Waoc Nr �� g � � w a D.k �q o g d O ss G s. H � � •� ti � � a � _ in o e >o °1 � m 0 0 OL L;-.--iLj INTERLOCK INTERLOCK o o a W C Q m U OXXX(SHOWN) EXTERIOR OXXO L DOOR FRAME WIDTH (SEE Dp TABLE) xxxx £ngr: JAVAD AHMAD ,. _o APPROVED CONFIGURATIONS FIA PE 70592 70592 N C.A.N. 38 DE 2015 $ • drawing no. - - - - - — - - - - -- - - - - - - - - W13-49- - - sheet 4 of 1 2 CHART #1 CHART #2 3/16" TEMP. GLASS o DESIGN LOAD CAPACITY - PSF (GLASS) LOAD CAPACITY - PSF ANCHORS 0 (ANCHORS) 3/8" AIR SPACE GLASS TYPES GLASS TYPES 8 ANCHORS 3/16" HEAT STREMD GLASS M 'H', 'Hi' 'A', 'Al' AVERAGE ODOR FRAIIE WITHOUT REINF. WITH REINF. AVERAGE DOOR FRAME AT S!EG. .090" Interloyer 3/16" HEAT STREN'D GLASS Z • PANEL WIDTH HEIGHT PANEL WIDTH HE1GHr �� ENDS SentryGlos INCHES INCHES EXT.(+) INT.(-) EXT. + INT.(-) INCHES INCHES By 'Kuraray Americo, Inc: .090" Interloyer • $ � ; -31 •••••• . ( ) � ) � ) � ) EXT.(+) INT.(-) SentryGlas • •W P •� 30 70.0 80.0 70.0 80.0 30 70.0 80.0 3/16" HEAT STREN'D GLASS By 'Kuroray America, Inc.' • •M •q • 36 70.0 80.0 70.0 80.0 36 70.0 80.0 •• • •.•••• 3/16" HEAT STREN'0 GLAD •so � � . • 42 82 70.0 80.0 70.0 80.0 42 82 70.0 80.0 • M {{uu `• • 48 70.0 80.0 70.0 80.0 48 70.0 80.0 z I , • O C • Sal ' • • 54 62.2 71.1 62.2 71.1 54 62.2 71.1 2 m 1 I 11 I I Q H / I' I \ 01 / I I \ • M • ••••• 30 70.0 80.0 70.0 80.0 30 70.0 80.0 °+ N / ' \ 0. a► I \ • .0 C a4•' . •••••• / 23 ,1 II m� 23 II 1' II • •• 36 70.0 80.0 . 70.0 80.0 36 70.0 80.0 I` 11 1 I 28 I I I I I i 28 : 4& Ir o - 42 84 70.0 80.0 70,0 80.0 42 84 70.0 80.0 71.1 1 SILICONE '1 II I1 SILICONE 0 �: • • 48 70.0 60.0 70.0 80.0 48 70.0 80.0 1 , ( , 1 i Z o,� . . '1 !, Dow 899 'i 'I 'i- DOW 899 •••••• 54 62.2 71.1 62.2 71.0 54 62.2 71.1I Q to D • 30 70.0 80.0 70.0 80.0 30 70.0 80.0 1 1 U. z W, 36 70.0 80.0 70.0 80.0 36 70.0 80.0 \ / , / < t7 M J 42 90 70.0 80.0 70.0 80.0 42 90 70.0 80.0 \\ 29 // \\ 29 /CARDINAL XL Q 0) 48 70.0 80.0 70.0 80.0 46 70.0 80.0 i EDGE SPACER ST. STEEL 54 - - 62.2 71.1 54 62.2 71.1 GLASS TYPE 'A' GLASS TYPE 'AI' U v 30 70.0 80.0 70.0 80.0 30 70.0 80.0 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS J In rr 36 70.0 80.0 70.0 80.0 36 70.0 80.0 0 42 96 70.0 80.0 70.0 80.0 42 96 70.0 80.0 3/16" TEMP. GLASS $ 2 i 48 70.0 80.0 70.0 80.0 48 70.0 80.0 54 - - '62.2 71.1 54 62.2 71.1 3/16" HEAT STREN'D GLASS 3/8" AIR SPACE s M 30 70.0 80.0 70.0 80.0 30 70.0 80.0 >- a LZ 090" Interloyer 3/16 HEAT SIREN D GLASS z N oo 36 70.0 80.0 70.0 80.0 36 70.0- 80.0 Butacite PVB o N 42 99 70.0 80.0 70.0 80.0 42 98 70.0 80.0 Butocite Interloyer V) 3 co M N 8y 'Kuraray Americo, Inc. H Q, 48 70.0 80.0 70.0 80.0 48 70.0 80.0 3/16" HEAT STREWD GLASS By 'Kuraroy America, Inc.' j M i' J 0 U- 0 30 - - 70.0 80.0 30 70.0 80.0 3/16" HEAT STREN'D GLASS Q Z 3 U- oo . 36 - - 70.0 80.0 36 70.0 80.0 0 3 Z} , 42 102 _ _ 70.0 80.0 42 102 70.0 1 80.0 z O J v 48 - - 70.0 80.0 48 70.0 80.0 •m / 11 11 \ M • M / II I, Ii \ a U tail 30 - - 70.0 80.0 30 70.0 80.0 vii // 23 1 \ W a)M 36 - - 70.0 80.0 36 70.0 80.0 28 f 11 n 28 42 106 - - 70.0 80.0 42 108 70.0 80.0 SILICONE I '111 SILICONE '1 I 1 DOW 899 I 'I I I DOW 899 48 - - 70.0 80.0 48 70.0 77.9 1 I I , I I ! 4 0 d O O \ I O \ Ia U C N � O rc o WW 17 7 \ 29 // \ 29 /CARDINAL XL 0 EDGE SPACER ST. STEEL 6 7 GLASS TYPE 'B' GLASS TYPE 'BI' x 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS in 6 PRODUC r ttFVirerin 2 ° N ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE'ARE GLAZING OPTIONS woes o 9 pIyME h IIA Ilse FTor* > FOR DOORS WITH 2-3/4' SILL HEIGHTS. 1�ni Gds v 0 < m 17 FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF Awa No \2•tYS - y ]NTERLOCKS WITHOUT REINF. INTE OC S WITH REINF. - DOORS WITH 1-11/8" SILL HEIGHTS ARE NOT APPROVED FOR _ ` QIIIe g4 X T WATER INFILTRATION RESISTANCE \ 4 T ea Engr: JAVAD AHMAD �� h a SEE SHEET 7 FOR DETAILS N :v CML Oct central- FLA. PE f 70592 NOTE: CA.N. 538 0 SEE CHART #1 FOR -DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. -61 �E 8r 1±J SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: -92(1jr LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) _AND FLORIDA-BUILDING -COMMISSION- _ __ _ _ _ , _ W-1 3-49_ DECLARATORY STATEMENT OCA05-DEC-219 sheet 5_o 12 UO W mI M 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 0 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q a 0d ° OaC c� TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0,00 2 0 F - AT HEAD - _ _ _ 0 9 G o 0 I TYPE `A'- 1/4" DIA. ULTRACON AY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 0 16 y a ii Z° N THRU 1 BY OR 2BY BUCKS INTO CONCRETE Q w 7 42 R y_ 1-1/4 IL z MIN. EMBED INTO CONCRETE ( -0 2 J 004 j TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI, Fy=155 KSI) 0) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED eqm TYPE 'C'- 1/4'_' DIA. SELF DRILLING SCREWS (GRADE 5 CRS) v INTO MIAMI-DARE COUNTY APPROVED MULLIONS (1/$" THK. MIN.) to ( o co INTO METAL STRUCTURES STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) Ld ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 0*'lee •.•�;• L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) LZ .. ( 00 - • e. .s cn •�. •....• AT SILL O o �� ..; .0 FYPE `B'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) p ;�• ..... DIRECTLY INTO CONCRETE ;� 3 z � • L1-3/4" MIN. EMBED i •; O — — ---- — —AT JAMBS — — — — — • w'ot�' ;....; TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) v' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY rRoauCrREvlsdp 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I o.� �� 8 �� ItK f�7o17�} coO� N TYPE 'B'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) I Auacppla �V a R DIRECTLY INTO CONC. OR MASONRY 6 Oak--& a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ( 1C1+.. �v� ` TYPE 'C'- 1/4" DIA. SELF DRILLING_ SCREWS (GRADE 5 CRS) EMW 44 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) f "' ` INTO METAL STRUCTURES .. I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) - - I — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED- OR PAINTED) - I- J n .- Engr. JAVAD AHMAD u Q ANCHOR EDGE DISTANCES CML a FLA E 70592 INTO CONCRETE = 2-1/2" MIN. c . . 538 $ s INTO WOOD STRUCTURE 1" MIN. i � � INTO METAL STRUCTURE = 3/4" MIN. O 2 CONCRETE AT HEAD,_BILI OR JAMBS f'c a 3000 PSI MIN. drawing no. C-90-HOLLOW/FILLED BLOCK AT JAMBS-f'm --2000-PSI MIN. - - — - - - _ - - - - - - -- - w l 3-49 - - - sheet 6 of 1 Z TYPICAL ANCHORSSEE a FOR SPACING 1 BY OR 28Y WOOD BUCK U (SEE NOTE SHEET 1) 4 a METAL _ _ d .. r: °. STRUCTURES rr-7 -----------------------1 n EDGE DIST. .. -�f8'' _ :a. - ONCRETE _ 1/8" THK. j MIAMI-DADE COUNTY APPR'D MULLION j Z 3 STAG • ° N a, ,• .. a 3-KSI• MIN. 3-1 8' (SEE SHEET 6) I I SEE SEPARATE NOA I I Q f .b- EDGE DIST. � I I (SEE SHEET ) I I Z z STAGGERED I1 II F' j t8 II I ell STAGGERED I 1 �7 a p o 0 LL -— - - ----- - --_-_--_-_-�J J tV IL WL Hi �t O �,yh 2t � 0 'c 01L0� AO TYPICAL ANCHORS TYPICAL ANCHORS 0 N N a 4 SEE ELEVS. SEE ELEVS. tY 2 ev FOR SPACING FOR SPACING Q W p N. ZN - o ♦ « . p� c�tog I I! II II II I� II II 11 !f tl V o t0 II II I1 II II � 3 11 11 11 II 11 J J 1 1 I 11 1 C II I! 11 II II p Ln FRODUCIIREVISED o 11 11 11 ! II ...�• ^ with the Floridly. N . o •••..• II II II II II �trjClllf • � � • if �I �I �I if U7 LLJ • llia Dote •� } W •�� •••••• , I 11 11 I I j1 • _ iJ7 oo . i1 it 11 !1 If !I I I I I I I !I �t�( 1 Cealro/ ?� �. • y W a I I I I t .• 0 017� ••:••� W Y O Z P%� ••••• z� 6 WEEPHOLES• 3•°•� •••••• a Qi II tI II I• II ;' z - N- d O i1 it i1 ii i1 W1 = 1-1/2" LONG NOTCH AT EACH END. ..••;. 11 11 it it !t W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS U �w _jW t i i 1 I AND 36" O.C. W 0,,}� 'W' . 1 I I 1 1 ii 'I !I !I It a u �� W it 11 If if �1 W3 = 3/16 X 1 LONG WEEP NOTCH AT 5 FROM ENDS 11 II 11 II f1 AND 36" O.C. 11 11 It If !I W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND11 36" O.C.11 I! 11 jl a If 11 11 11 11 0 23 it i' 4' �i it PILE PADS: I I I 1 1 4 LOAD BEARING SHIMSOR 14 o 11 1 I I I 1 POURED h HARDENED P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION m a o a HIGH STRENGTH GROUT t3 1-1/16 LONG X 7/16 WIDE X 7/16 HIGH v 18 NON-SHRINK, NON-METALLIC f'C 5000 PSI MIN. P2 = SELF ADHESIVE PILE PAD = O 26 1" X 3/8" X 1/4- HIGH ij a Lo h B 24 12 cva � � P4 P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN a . . �_ 2-1/2" X 1" X 3/8" HIGH v a p o N W4 N P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL L c a oo v I 21 a -- y - 2"-LONG X 1-7/16" WIDE-X 7/16" HIGH- - - W3 « 1 y In En9r. JAVAD AHMAD is .r o $. CML ' , - FLA. PE 0 70592 c ° NOT APPROVED LIMIT MAX. LIMIT MAX. ,G ,N. 3538 CONCRETE . 1 ' aP3 FOR WATER RESISTANCE EXT.(+) LOADS EXT.(+) LOADS 'lam u Y 3 Kala 1�4N� _.d• .'� TO 47.0 PSF TO 70.0 PSF v �' W1, W2 EDGE DIST. I /� _SILL HEIGHT VS WATER RESISTANCE _EXT.(+) LOAD drawing no. f STAGGERED TYPICAL ANCHORS -SEE ELEVS. — - - SEE SHEET-5-CHART- 1—FOR DOOR-CAPACITY- - -- W13-49 - PI FOR SPACING sheet 7 of 12 y„UVo L) I M PANEL WIDTH Z 3. TYPICAL ANCHORS Q �i SEE ELEV. REINFORCING 2 Z z FOR SPACING AS REOD. F` g I SEE SHEET 5 IL OR CAPACITY TYPICAL ANCHORS 00 NN GS O P2 O D.L. OPG. O FOR SPACING SEE ELEV. d N U 0 7 5 a' 0 �iv'iI- ........ :.-:::..................... V 'c r,, �. .. _. _ _ 0. 04. 2T 0 19 L...-.-rm ►u to_ o o ° 22 a tZ : t,r 22 O W ........:.... .....:.....T.T. 00ir J - — _— — ___ . 27�A� I a v V ........... .... ...: ' Q. N O cucu 'a INTERLOCK o N 17 6° 2BRY WO BUCK • N :•�iO� W WOOD ST CTURE • P •••°:° • W.••¢ •• 8 t �• SEE NOTE HEET 1 EXTERIOR •• ,c� � ..lF. ...... a r` • U ( D.L.O. \—p3m•• •W' 3 �M•N • • PANEL WIDTH � 0 • • •. Z Lu to ••••• 3 1/4- MAX• DOOR FRAME WIDTH (SEE Op TABLE) 1/4' MAX. I� 0 W • • • SHIM SHIM w V rte•Q•� • �v •• N Wrn �••••� MODUCf REVISED 12-637 MiMias Cat+ ' a Pi P rcl coal ftl ' Q a o Ir 0 t7 0 •N ao N_ •� O O L in Engr: JAVAD AHMAD r: I in CIVIL `j FLA. 70592 CA 538 $ o a U 9 201. u W , drawing no. --- - - - - - -- - - - - - - - - - - - - - - -_ - - W13-49- - - - sheet 8 of 12 0 PANEL WIDTH REINFORCING 1Y 1 PANEL WIDTH AS READ. r7 SEE SHEET 5 Z n FOR CAPACITY O o� J D.L. OPG. P3 O D.L. OPG. O O Q • P2 8 7 Op 0 0 TYPICAL ANCHORS ..... 0000.... _ . ............ .............. ... ............. 0000.. ......_.^w,1nw ... ELEV. ._ 0_00_0 _..-00_00. .......................... ............... ....... ,_00_00_.._. AND E FOR SPACING :�} QUANTITY - - - - - - - ...xJ .•.'ilii - - . :tl O► �cr! 0 - - - - 04 - _- I - - - EL rl - .. ........................... .......... 0000..., 0000... 0000.., _ _. ._._- . . .......................... .. ._............. . ........ 0000... _ O dila ... ............................. .............. 0000... 0000.,. ... .......................... ... ............. 0000.. 0000.:: ,,,,,,,,,,,,;,,;,,,,,,,• .„ .,,,,., , .,,0,,000 .:,:::;;, 22 m 000 N J}:;;i.iiiCiiiiiJ}S:i:iiliiiiii•:•:i -= 11 Tr 27 �_::'..wrr� ___J METAL . STRUCTURE - J rn . .......... ASTRAGAL INTERLOCK �► U .J t g 17 o N w O° D C) v EXTERIOR D.L.O. 27 3 W •• x •• :• P3 PANEL WIDTH •• W ••` •••• • •• In acs • • • TYPICAL ANCHORS DOOR FRAME WIDTH (SEE Dp TABLE) 1/4" MAX. • O o to SEE ••:••• SEE SPACING SHIM •• Z � • • FOR SPACING •• } 19 J • I 0 W •� •666=6 .-tom • • U w ••60.0• W RL" • a PRODUC f REVISED 4 060010"i Allb Ike ETnrld& o a_ V p AIIeI�L.a lvo r-0 6 t 2.0 0 6 o e o �IMI.I�r.an M 21 !�tflp) a► O p e P La p En9r. JAVAD AHMAD n I o w .cr z CML 14 ° cs 0 c'' FLA. P 70592 °'.' CA 3538 $ S: U O77 2 15 drawing no. -- - - 1/4`_MAX.- - - DOOR-FRAME WIDTH - - - - - - - - - - - - - - -- - - - - - - - - - - -YY 1 3-49- SHIM sheet 9 of 12J V ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARoKS w 1 E701 1 FRAME HEAD 6005-T5 - 0) 2 E702 1 FRAME SILL 6005-T5 - M 3 E703 2 FRAME JAMB 6063-T6 - Z : 4 E704 2/PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - -� 5 E705 - AS RQD. PANEL LOCK STILE 6063-T6 I 6 E706 AS READ. PANEL OUTER INTERLOCK 6063-16 - IL IL G 7 E707 AS READ. PANEL INNER INTERLOCK 6063-T6 8 E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 - p W 9 E709 AS REQD. PANEL FEMALE ASTRAGAL 6063-T6 - 0 to 10 E710 AS REQD. GLAZING BEAD 7/16" LAMINATED GLASS 6063-T6 11 E711 AS REQD.. GLAZING BEAD 1" INSULATED GLASS 6063-T6 - O o G Q 8 12-E712 - AS-REQD. SILL TRIM 6063-T6 OPTIONAL 0 p 13 E713 AS REQD. 2" SILL RISER 6063-T6 - 0z C 14 E714 AS REQD. 2-3/4" SILL RISER 6063-T6 - N c 15 E715 AS REQD. FIXED PANEL CLIP (CONTINUOUS) 6063-T6 - 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - "'� Z Q Lu0 - J Q 18 010 X 3/4" HWH SMS AS READ. FRAME ASSY. SCREWS ST. STEEL - 4 u 18A #10 X 1" FH SMS AS REQD. PANEL ASSY. SCREWS ST. STEEL 19 #8 X 1/2" PH SMS 2/CLIP FIXED PANEL CLIP SCREWS ST. STEEL AT 3". FROM ENDS do 16" O.C. J 20 1010 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN JOf 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL '.190 HIGH BY ULTRAFAB o Ln OD O 22 E235 AS REQD. INTERLOCK BUMPER•BULB SANTOPRENE ULTRAFAB O • ••• i 23 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 85±5 � � 111 • y ...•�• I- • 24 PR03-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2° MTG. SPACER REQD.) • � U) �•• • •• �• ••�: ••••:. 25 E716 2/PANEL FIXED PANEL SKATE DELRIN - } W 00 26 #8 X 1/2- PH SMS 2/CUP FIXED PANEL SKATE INST. SCREWS ST. STEEL • N ' :see*: '� • • 27 - AS READ. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK •o � O O�� ••�•� 28 AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE •• p I • • 29 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A •• • 3j"A •�•�•� 0 •• Z}•j •• • lil Q • • ,I� O JJ v •••••• -. •• • (1 ��W -i • • cpa •••••• •• W • • >PRODUCr IRlB S11) "Oppobbm Wilk Ike IuMh _ SEALANT: Aompbm No s $ ALL JOINTS AND FRAME CONNECTIONS SEALED WITH t g� o cc WHITE/ALUMINUM COLORED SILICONE. IL a� iu N r G N L _20LAL-LOLL Engr. JAVAD AHMAD n o CML C11N FLA. PE ! 70592 CA_ 3538 0 Oi5 drawing no. W13-49 - -- sheet 5.059 3.562 3.562 4U w .125 .130 � � .693 � I M 7-07181d'--- 1.129 .078 1.312 1.824 937 L L-- .045 .937 .050 1.021 N J '4 Q 1.648 .078 1.648 �_ 062 062 I H }� a 2.105 Ll NrL- f .252 1.998 1.998 F- 1.252Q N U .094 N 2.625 m D O FRAME HEAD 5 2.625 GLAZ10 1" NSULI LAM.NG GLASS 11 GLAZING/ IAM.G LASDS 0�~ O PANEL LOCK STILE C>tt- M 7 PANEL INNER INTERLOCKa.c a 1.471 - -- -- - 0 p_ - - - 1.144 .210 0rz 1 W 062 2 3.562 .210 Q W N c .068 J g .zto Q �m� 1.998 3.250 .068 2.687 04 2.313 .078 .078 2.105 1.937 1.648 1:047 1.047 1.047 U 0 J rn 125 .068< J .n n 5.532 0 °D N 1.998 1.823 2.625 12 SILL TRIM 13 2" SILL RISER 14 2�-3/4" SILL RISER : S� W '�� ••••;• 062 Li O PANEL TOP & BOTTOM RAIL O PANEL OUTER INTERLOCK iceU) ano ••• 6g 0000.. L# oto 631 • +� O 0 «. 0000. 2.248 � �• � . . .915 •0000 125 .. .0. Z ?lb's. ...••• .149 x.357 • 0 �"u•M. *00609 00 O I 1.494 .078 0 O� FRAME JAMB 1.540 I.062 J . N' W :0000: 00 . .125 "998- 0784 .998 2.067 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER W PRODUC r AIEV190 0� jE 1.139 F1.022 3.687 a vllb the FlorMA a _ _ -A Acvqptom 078 3.437 19 111, Do •O 0 m m z 5.274 R .078 kus 1.~ . ,-Al4~ cl CoeNal ' n v 1.824 iri O2 0 a o z FRAME SILL o o 1.824 1.648 < m 0 3.820 3.996 n .078 Engr: JAVAD AHMAD N o CML a Fu PE 70592 2.500 C.A.N. 538 a o � n v` u .140 015 1 2.000 drawing no. W13-49 9 PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL sheet 11 of 15) Vo y. w • /.fd 18 M Q � I f W Qa a O p 0 0 i IL E m o� 10, /� pQ WO m -ILQ % a - - - p Otw V) uj z N LLzN ' o U o m v J N o °0 o N � FRAME TOP CORNER W �••o .. •.•.•. - PANEL TOP/BOTTOM CORNER � 6--v • •• b Of fco ••••:• • to 04 •••••• • e • • "Of O O •. ... • p .. b Z �.$ ..... moo o • 060000 , LLJ �•• 41 W i«i w •s•••• d � _ 18 PRobuc P REVISED as"V�iq with the FbrkUo i N b"ot Cods Aeecpt�aee Ns 1 "p 2.0�' � EsFleldm Mk-_3j p u / fl 5�•. �.. z ' _ MAO Vw+,rtbftcfcomw C � p 1Oa y � i En9r; JAVAD AHMAD o CML FLA. PE 0 70592 CAN. 538 LUdrawing no. FRAME BOTTOM 'CORNER _ - _ __ _ _ _ _ _W l 3-49 __ - sheet 12 of 12 Miami-Dade County Building t �- Product Information`for N.O.A. 15-0728.05 NOA 15-0728.05 (libraryloroductcontrollnoa115072805.pdf) P Superseded_By File Status File Approved .f a File Classification. High velocity hurricane zone ' • Category Windows so*:** " * :see*: s00000 • Subcategory Horizontal Slider **so •••'6 • ' Material Aluminum so**** • .. ..• ..•. ...... Applicant Eco Window Systems. LLC (pc-result detail app.asy?ap) 44=103009) •o Expiration_Date May/27/2019 ::•••• **so:**so•• , Impact—Rate Large and Small Missile Impact " • o 6 I .. Maximum_Design_Pressure_Positive 80 Maximum_Design_Pressure_Negative 90 1 Description Series"Eco-Guard 200"Aluminum Horizontal Rolling Window-L-.M.I. Green Sustainable.Attributes NONE For a detailed description on the File Status,click the NOA File'Status Key.Ubuilding/pc-result key app:asp) Page Last Edited:Wed Jan 25,2017 10:40:27 AM 4 MIAMt•DU E r i i i + • � k 1 i I E I Y 1 f M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION _ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)" www.miamidade. ov/econom Eco Window Systems,LLC ' 1 9114 NW 106 Street Medley,FL 33178 ` SCOPE: This NDA is being issued under the applicable rules and regulations governiag the use crconstructi0"•••- materials. The documentation submitted has been reviewed and accepted by 1vliami-Dade 1;eAety.RER - •. ` Product Control Section to be used in Miami Dade County and other areas whervalld*ed by tit1;'Authorit "" Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Proc�>:ctContrQla •• Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dad;. gVgty) reseryg tj►e right.:. , to have this product'or material tested for quality'assurance purposes. If this p;pdppf or mati ial fails IN.... perform in the accepted manner,the manufacturer will incur the expense of sucla testiag and the-AHJ may •� immediately revoke, modify, or suspend the use of such product.or material within tliex jurisd��tI n. RER••••• reserves the right to revoke this acceptance, if it is determined by Miami-Dade Cpttpty Preduct Control....; Section that this product or material fails to meet the requirements of the applicableftilding cotib'. This product is approved as,described herein, and has been designed to comply with the Florida lguilding Code,including the High Velocity Hurricane Zone. A DESCRIPTION: Series"Teo-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled`Tco-Guard Series-200 Alum.,Hdriz.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.,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, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein: i RENEWAL of this NOA shall be considered after a renewal`application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. i TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change L 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. I 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 Oficial. 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. 4 The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0728.05 CMIAMMMAME COUNTY Expiration Date:'May 27,2019 F Approval Date: September 03,2015 Page 1 F 1 .. A P r ' Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E r A. DRAWINGS ` 1. Manufacturer's die drawings and sections. P P (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 Q2/=5, prepared by Al-Farooq Corporation, signed and sealed by Jav:d At ad, P.E. •• • B. TESTS •••:•• ' 1. Test reports on: 1)Uniform Static Air Pressure Test,Loadingj"&FBC,Tt4S4_94? • 2)Large Missile Impact Test per FBC,TAS 24t.—'94 3) Cyclic Wind Pressure Loading per FBC,TAS IM-94•• ,,,,,• k 4)Forced Entry Test,per FBC 2411.3.2.1,an�i•T�$202-94. .' F • along with marked--up drawings and installation diagram of ai alWinumesing e,,hung••••• L window,preparedby Fenestration Testing Laboratory,Inc.,Tpst INport No. :....: FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brlrtsod,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 r 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.E. , (Submitted under NOA#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 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-08-2226B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (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) Manue ere ,P.E. Product Cont of Ex#niner f NOA No. -0728.05 4 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 F 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED } B. TESTS (cowwuED) 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;KO.X alumiihum horizontal sliding window,prepared by Hurricane Engineerings&Testings Mn� ,•Test .... ; Report No.HETI-08-2228A, dated 01/15/09, signed and seafeF.Sy.Candido F. Font, 960909 P.E. 0000- 000000 (Submitted under NOA#09-0312.08) 0000 000000000 KOO + 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20t'94 :"' 0000 000000 2)Cyclic.Wind Pressure Loading per FBC,TAS*103-94 • along with marked-up drawings and installation diagram of a J(OX aluminum. •*0 0:• horizontal sliding window,prepared by Hurricane Engineering&Testing;Inc., est ; 0 ,: Report No. HETI-08-2228B,dated 01/15/09,signed and sealed4y eandidt•$.Font, ' 00 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 1 horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2229,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. 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-08-2230A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. , (Submitted under NOA#09-03I2.08) 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 undWNOA#09-0312.08) Manuel P ez,P.E. Product Control xa iner NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 - i Eco Window Systems,LLC. F NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC Sin Edition(2014), dated 07/08/15,prepared by Al-Farooq Corporation, signed`and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1360-09 • 0 f ...... D. ,QUALITY ASSURANCE '• •••• •• 1. Miami-Dade Department of Regulatory and Economic Resourypg,a ER) • E. MATERIAL CERTIFICATIONS • .... .... ..... 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Antmi h;Inc.fos lAgir ••••• "°Butacite®PVB Glass Interlayer"dated 04/25/15,expirinjon t;1l l/1.6•, •�••'• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Anerit±a;Inc. for their •••• • • "SentryGlas®(Clear and White)Glass Interlayers"dated-06/26/15,expiring on 07/04/18. ,.. ... .. F. STATEMENTS t 1. Statement letter of conformance,complying with FBC 51h Edition (2014);and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. } j G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27/14. t i Manuel a z,P.E. Product Contr 1 miner NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 0;2015 E-3 72" 111" WINDOW WIDTH WINDOW WIDTH (2) ANCHORS AT MIG. STILE ENDS TYP. �U (4) ANCHORS REQD. FOR SIZES AND LOADS N MARKED WITH '+' ON SHEET 2 ONLY i 10 5/8' MAX. 4" 3 1/2- MAX. 4" .M E 3 1/2- MAX. HEAD/SILL 3" m ~ _, HEAD/SILL A 3" a HEAD/SILL p CORNERS a r+ a CORNERS vs-) CORNERS`` $ CORNERS 3 _ \ '0 1� n I 1 % 1 11 I 1 \ �QQQQ 9 0 II II II II II II 11 II •• v •• •� rc"N II II II II Il II 11 II •••• � > � • • �s 4 11 II D- 4 II /. I1 ¢ O �[ 1 / 1 I / I` /% ••• Q 0.': •••�•�__ _ c7 c� I I 4 I I g O I i/ I 4 I X 11 C+7 � ao • • O - -1111 11�//11 a a x \ \ p 1i-111 - -IL_1 11 '/ a ••• �y ••�••• -r-,-]-� r;�� 3 } LI 11�I1 �I' I� p o� .t� J 11 �I� it II •.�• a ••••• z 11 f1 11 11 Z 11 II 11 11. {✓;. Z N 2 •••••• I I I 1 I 1 1 1 •••• •� �71�Q • •� � I I I I 3 I 1 I 1 • • • Z d • I I I I I 11 11 I I I I 11 a W Ti II II II i� II 11 li it . . :.... 3 3 J •m / _j ��nn FALSE MUNTINS 31 1/4' 32 3/4' FALSE MUNTINS 32 3/4' 32 3/4' (SURFACE APPLIED) (SURFACE APPLIED) MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. 35 3/8" 36 7/8" ECO—GUARD SERIES-200j IW-00 VENT WIDTH VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW TYPICAL ELEVATIONS W,l N DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 0 0 n 'i CHARTS SHOWN ON SHEETS 2. Z 3�I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE �+ z SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER O EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING $ IU MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16" AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY awl, a W HURRICANE ZONE (HVHZ). o 090' Interlayer 090' Interloyer 090" Interlayer 01" N z Butacite PVB SentryGlas Butacite PVB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER By 'Kuraroy America, Inc.' By 'Kuraroy America. Inc.' By 'Kuraroy America. Inc.' LOADS TO THE STRUCTURE. ~ @ o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS °v S 1/8 HEAT STREN'D. GLASS 1/8 HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. OZ > > SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. IY GE SCS 2000 GE SCS 2000 ST. STEEL o - , - A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. N zm Zm zm gv . .t - � � i SILICONE y g o 9 0 0 ALL SHIMS TO BE HIGH IMPACT, NON-MEfAWC AND NON-COMPRESSIBLE. S DOW 899 C < m u O W 22 2 i 2 f I i i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT � rn COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE� is �' ii ii iiq REQUIREMENTS OF THE FLORIDA BUILDING CODE. I t y 23 23 I �� .. 23 is Enyr: JAV MLANMAD PRADUCf REVISED FIA PE 70 2 a3 complying with the Flolidtl N r 10 10 0 Cocle CrIN. 5 Accepllarl 29 E irntion Dnle 14 $ $ i 29 AT 1/4 POINTS ON LITES 29 AT 1/4 POINTS ON UTES AT 1/4 POINTS SETTING BLOCKS AT By WIDER THAN 36' ONLY WIDER THAN 36" ONLY 29 ALL SIZES LAM. GLASS AND INSVL. LAM. GLASS Minm'Dade Product(on drawing no. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ZO15 - - GLASS-TYPE `A' - - - - GLASS -TYPE -`B' - - - -GLASS TYPE'C'_ - - - - - - — - - - - - W09-1-2- - — GLAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY -- PSF (XOX SIZES) V w W/O REINF. WITH REINF. W/O REINF. VIT'H REINF. W/O REINF. WITH REINF. a GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE CLASS TYPE GLASS TYPE` GLASS TYPE GLASS TYPE o WINDOW DIMS. A 'C' WINDOW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' B. C. Z j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 Q a a 37' 26" 4 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 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 IL c 0 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 � v 74" B 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 IL 38-3/8' 38-3/8" Q; 0 • a 26-1/2" 4 _ 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 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 O :,to• • 37" 38-3/8"' 4- 70.0 60.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 96.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 • f] �{�• • 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" 1� 50-5/8' - 9 70.0 80.0 80.0 90.0 70.0 80.0 •• a�P4• •'•••• 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (5) •• 0 ti 0 •• 26-1/2" 4 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" 63" - _ G� �_ _• _ 9 70.0 70.0 60.0 90.0 70.0 80.0 •� � • •��•� 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) Q W 3 2.1 • • •• Zy •�� • 0000• 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" �) 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 60.0 • * � j -D, M0�•J 0000•• 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 1 i 1' 12 70.0 70.0 80.0 80.4 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 0 •• a 6 v 26-1/2" 4 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 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 000000 0000• -- 37" �6) 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 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 • • i 0000•• 53-1/8- 6 70.0 70.0 80.0 90.0 70.0 80.0 96 (3) 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 •• mi ••• • •. • 74" 8 70.0 70.0 80.0 80.4* 70.0 80.0 108" 12 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 J to J 24" 4 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 96" (4) 12 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 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 48" 24 6 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 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 C W M 60" (3) 6 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 84" (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 ri N - 72" 8 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 96` 12 70.0 70.0 80.0 90.0 70.0 80.0 0 W co Y4" 4 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 72" 60" In 9 70.0 70.0 80.0 90.0 70.0 80.0 � to 36" 4 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 (6) 36" � 3 to M N in 48" 6 6 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 A = NO. OF ANCHORS PER HEAD & SILL `1 � �� in 60" 6 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 ( ) = N0. OF ANCHORS PER JAMB Z 3� Gm 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 Be 60' 9 70.0 70.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 _80.0 90.0* 70.0 80.0 c 3 Z o J v 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 80.0 87.6* 70.0 80.0 i W , 48" (5) 6 70.0 80.0 80.0 "90.0 7Q.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL W W rn ' 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * (1/4W) (1/2W) (1/4W) MAX. LOAD FOR THESE SIZES IS -90.0 PSF _ 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS ] I 36` 4 70.0 80.0 80.0 90.0 70.0 80.0 48 0 40 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 8Q.0 (1/3W) (1/3W) (1/3W) o= r 4 N W 72 8 70.0 70.0 80.0 87.6 70.0 80.0 O o o o Q OPERATING VENTS TO BE 1/4 OF THE WINDOW;WIDTH v O �' C A = NO. OF ANCHORS PER HEAD & SILL h z1 u - ( ) = NO. OF ANCHORS PER JAMB IL �XOX, * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS r ci ui OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE' o GLASS CAPACITIES ON THIS SHEET ARE g s s o 0 BASED•ON ASTM E1300-09 (3 SEC. GUSTS) L °c a °° " W 'X0X' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 Engr: JAVAD AHMAD + CML PRODUCT REVISED a L_J FLA_ PE I[ 70592 as complying with the Florida _ C.A.I. 3536 IinildingCode LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ez�imtorciUaie 8 FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 2QyJ. 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Illi i ada Product' drawing no. SEE SHEET 3 FOR DETAIL. W09-12 - -- - - - - -- -- - - - - -- - - - -- - - - - - - - - - - - -- - - - - - - - - - -- - - sheet 2 of Z - - - - TYPICAL ANCHORS O 16Y SEE ELEV. WOOD BUCK FOR SPACING ED DIST. N .. .• I METAL "- _' STRUCTURE MIAMI_DADE COUNTY APPROVED m D 3 d " °• d e EDG6r DIST: EDGE DIST. MULLION do MULLION ANCHORS e Q Z �. SEE SEPARATE NOA I S of z _ _• z EDGE DIST. ` � 0 Q g NO O O O a s (n e t • • • 19 � `n � m � �' •• p •• • • ' ••• vt�i•Q •••••• IL -- 9 - - - - _o. �1.�- -•••••• TYPICAL ANCHORS TYPICAL ANCHORS �' • ' ' SEE ELEV. SEE ELEV. TYPICAL ANCHORS • to FOR SPACING FOR SPACING SEE SPAC • Q W 3 � • I i FOR SPACING � Z N o J a Rio ••••.• I i t 'I I - ••• f! Lu '• 000*0 • K WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM '= """ i I , AND TRANSFER THEM TO THE BUILDING STRUCTURE. _j I pop WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING Ln W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) W AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES $ ►- w O a ,I I, I 'I SEALANT' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) I 3 W ALL JOINTS.ANQ FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC. OR MASONRY g 3 t0 M N g X I I I JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) `i p o I is W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _Z -cco ' , DIRECTLY INTO CONC. OR MASONRY z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O A 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) C3 W 6 W it .1 ,I I a X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") I INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) B 4 9 oo a ALUMINUM : 1/8n THK. MIN. (6063—T5 MIN.) _ � < 14 15 16 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) cc 0 0 I! 1 I z o a O o it TYPICAL EDGE_DISTANCE o INTO CONCRETE AND MASONRY = 2--1/2' MIN. ? n = 2 N INTO WOOD STRUCTURE = 1" MIN. 18 ' W a t N v INTO METAL STRUCTURE = 3/4" MIN. in g N n a 91 g w WOOD AT HEAD, SILL OR JAMBS SG =� 0.55 MIN. N 0 0 0 0 0 I 3 �_ W° N I = CONCRETE AT HEAD, SILL OR JAMBS f C 3000 PSI MIN. C< m U O W `" N In 4 m C-90 HOLLOW/FILLEO NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. 26 I I .. 77_ En r• JACIVIL AHMAD c Q b 9 CML PROJDUC7'REVISLrD a ° d• °' v FLA E 70592 as complying with the FlodMa cv _ P _ C .N. 3538 Building Code Acccplencc No E g a d 'e• a v. In v• .' Ex iralt Date a 0 201r D1R p ;; 8 I TYPICAL ANCHORS I '" TYPICAL ANCHORS p °• 6 SEE ELEV. •• IBY CK SEE ELEV. Mi adc Product drawing no. W1 FOR SPACING WOOD BUCK I FOR SPACING - W09--12 EDGE DIST. J EDGE DIST. { sheet 3 of 7 1/4' MAX. O w 1/4' MAX, SHIMS � a SHIM O O O 1 BY of 5 WOOD BUCKS Z 0 1- 21 B 7 TYPICAL ANCHORS �' za TYPICAL ANCHORS 17 v ° SEE ELEV. q I SEE ELEV. o. FOR SPACING a FOR SPACING - _ -- --_- 25 O o O M U __ - - 23 _ - O; G • 17 20 ••••• _ _ 1 1 4" i • 0 •h ••••:• -----SCREEN OPT. ------ _ - -_ - - -_ - - -_ a f •• p el.•• • •M • _ •••• N} •••••• 20 27- -w _ _ _ _ _ _ a - •••*1 0 IL Q i••••i a • 6 17 w ••• �+ Q�s_W ••••• a STEEL REINFORCING 11 12 v •••• w N •••••• METAL AS REOD. •••• I& JL ...••• STRUCTURE SEE SHEET 2 FOR CAPACITY ° v' J a m_f • WINDOW WIDTH •••• x w t1t •• • • e1• •••••• XO LAYOUT • 1/4' MAX, y J •� 1/4' MAX. VENT WIDTH VENT WIDTH SHIMS J c� SHIM D.L. OPG. O.L. OPG. z vi 1BY E3 C D WOOD BUCKS & W M C1 N Y TYPICAL ANCHORS _ >- W D 17 v ° SEE ELEV. Ina Co m � 0 1 2"0 _ o. FOR SPACING �g O tOo M/ ^ �rn z ILL co 17 20 1 1 f 4' o3: Z ,� ,rj o -----SCREEN OPT ----- SCREEN O ----------- �ii J O _3 v U w 20 27 - - v° w $ W rn:,m0 o cJ 17 6 = 4 11 t 2STEEL REINFORCING v D.L. OPG, AS REOD. y EXTERIOR SEE SHEET 2 FOR CAPACITY WINDOW WIDTH = 2; o N V, TYPICAL ANCHORS XON LAYOUT C8 W Z N SEE ELEV. - 00 w o 0 0 FOR SPACING u 3 a yyo m MIAMI-DADE COUNTY m z " APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR-SPACING g " O o !V N CI � •� O O O O O • 0 Q m U O W Engr. JAVAD AHMAD CML PRODUCT REVISED FIA. PE 70592 as complying with the Florida N C.4.N. 538 Building Code o ;, Acceptance Not big o v ` - --------SCREEN OPT. €x nation Date jg 3 u B Miam adeProducfCm Browing no. -- - - -- - - - - -- - WINDOW-WIDTH WINDOW "WIDTH W09-12 sheet 4 of 7 [� o EDGE 01ST. METAL w STRUCTUREEDGE ro w TYPICAL ANCHORS 01STMIAMI-DADE COUNTY APPROVED 01 . SEE ELEV. MULLION & MULUON ANCHORS pp FOR SPACING SEE SEPARATE NOA Z 1• 3 ,. s ,• -• � VIV EDGE OLu a I 01ST. �" f I •� • ii O O 28 = 28 N28 • dd0�� y �h•• ••••�• • ALT. •••. 0 .••.•• • 40 • • 0 43 TYPICAL ANCHORS TYPICAL ANCHORS t•• w?+ . ••••• SEE ELEV. SEE ELEV. • • FOR SPACING FOR SPACING •••• 1• •••••• •••• W •• • • s •. 0 u • R's • • •• ••• • • V U J • 3 J to z N 2 W M } Ld to 00 �r m rn $ 00,0 2 1/4- MAX. � Z �L-,jco SHIMS ALT. N ztn 28O J 0 TYPICAL ANCHORS `i U ;o _j SEE ELEV. W rnLd FOR SPACING •- a d tato by 4 VI N_ LA 0 CO N W W C W 0 TYPICAL ANCHORS �z�' 33 d SEE ELEV. FOR SPACING n e u U U " N ZZ ¢ d 0 O O d O a Z 2 _ c O H 0 0 0 tvm_ALT. v r INSTALLATION #DETAILS WITH- FLUSH FRAME ADAPTER E^s.. CMLAHMAo PRODUCT REVISCU N FLA. PE 70592 as complying with the Florida ry .... . 41531 Building Code o P_e Accepismce No O inntiott Dale $ By qdrawing no. 2015 W09-1EDGE DIST. - - - - - - - sheet 5 of 7 2.750 1.067 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �� w I 1 FY201 1 FRAME HEAD 6063-T6 N !! .500 .715 3/16 1" 2 FY202 1 FRAME SILL 6063-T6 - o �-- 1.434 3 FY203 1 SILL TRACK INSERT bOb3-T6 - Z j 813 iv iv 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 J 062 � � � � 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 - h a I a 062 1.718 I 6 FY104 I/ VENT FIXED MTG. RAIL 6063-T6 - a! IL C 3.249 1.140-� 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - a 8 FY206 1/ VENT JAMB STILE 6063-T6 - e5+ Q VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 0 :v0 •813 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - • 'V • h ••••`• 2.095 _ •• • p *•• •• •519`� �{ .130 10A FY110 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - ••• 60 i">t •••••• _1.140 1.610_ 1.250I- ,- I E t AS READ. REINFORCING BAR STEEL - ••• �.719 045 803 .045 803 12 - AS REQD. REINFORCING BAR STEEL - 0 p4I 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD. Q WLLFRAME HEAD 2. 46 I I 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON �' z y r • 1.140 -d{ 1.047 -^i 1.047 ` `r 000000 .062 15 FY209 2/ VENT ROLLER BRASS - �•� '� z 3 •` 1.140 1.610 219 10 GLAZING BEADS 16 FY210 2/ VENT ROLLER PIN ST. STEEL - • W •••• • v 17 #8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS • C i••••i 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 813 19 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB J Ln Os JAMB STILE 20 0300TI90 AS REQD. BULB SEAL Q-LON SCHLEGEL Ln co 1.058 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 6515 2.063 Ln 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65±5 & W roi 3.876 078 2.501 1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE x 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. $ Q vi 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS ~r 1.140 062 1.340 26 WA2L 2/ WOW. WEEP VALVE = PREFERRED ENG. PRODUCTS g � 'pj I - M N 27 1/ VENT 5/16" BOX SCREEN OPTIONAL `i a M I� 500 � L1.344 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z00�li 29 - 2/ LITE SETTING BLOCK EPOM DUROMETER 80±5 SHORE A 3: Z � 2,750 �j o O7 MEETING RAIL c, o U �w � O2 FRAME SILL W W rn M 2.4887 1.314 250 v v 1.422 W .340 .312 -062 1.202 u c x o C o a V C-1 Z N .062 0 � oA90 go 1.375 O SILL TRACK O FIXED MTG. RAIL .500 1.187 1 .750 � c o, cin � n 0 a �� g 000a • .062 � � a meow .062 m r VAD 2.750 2.812 2.812 2.750 - - - - -En r. JAAHMAD _ • 2.688 9 CIVIL vs RBVIS$D as complying with the Flom* FLA. PE # 70592 Building Cbde o _ L F 1 .062 C N. 538 Acceptance No�5 log a; o IN iralion Date fly, o Y 500 769 t.874. 969W it l7adc Product Cmitr drawing no.687 1.688 2.611 1C X11_ I.f W09-12 O MOV. FRAME JAMB O FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7 U 17 17 N 01 3 � J I a � /. o �..5 00.0..0 g o ... 49 • 0000.. /® •.. .� ' cl.. ;0000� • blot 0000. ... A a a a •• 00:00• .. A '��a• `0000.. �� • .. 3° " • • 0000.. • V R • 0.209 .0..00 • a� • V J FRAME TOP CORNER a �' o0 N W & Ln W M VENT TOP f BOTTOM CORNERS N } W a0 17 g co to rn O o*� Ln Z 3L y D Z 0 VW .i w W Q) {+' _ _ x N 41 M N N ' (!� N V1 Ln (n a � IX ;I- � W LI) LIP S V o o 1 0 0 z z o 2 O z 41 lV 1� O O O O O 4) 0 Q m 0 0 W O Engr.'JAVAD AHMAD PRODUCT REVIS}iD CML ra complying with the Fimida FRAME BOTTOM CORNER FLA. E 7ossz N x C 538 Building Code o T Acceptance No l � 29.405 . �x iraliau►Dato f9 0 �i L� 18 n n u 1 6y Q 2a1� adePtbQctct drawing no. W09-12 -FIXED MTG.- RAIL-CORNER - sheet 7 of 7 I t Miami-Dade County Building Product Information for N.O.A. 14-0529.16 + ' w i NOA 14-0529.16 t(library/p roductcontrol/noa/14052916.pdf) Superseded_By a File Status File Approved •••••• 0000.. File Classification High velocity hurricane zone • :• •. •. � 0000.. 0000 0000.. Category Windows """ ;••••; 0000 0000 0 Subcategory Mullions' 000* •••• ••••• 000000 .000 00000 Material Aluminum 00 00 0000 .000.0 + 0000. � . Applicant Eco Window Systems. LLC (pc-result detail app.asp?app;alia;=j3009 Z !see** Expiration_Date October/23/2019 •••• •• �.... Impact—Rate Large and Small Missile Impact •" w — — Maximum Design_Pressure Positive. 100 { I Maximum_Design_Pressure"Negative 120 Description Series Clipped Aluminum Tube Mullions-L.M.I. {� Green—Sustainable—Attributes NONE ' For a detailed description on the File Status,click the NOA File Status Key.(/building/pc-result key app.asp 1 Page Last Edited:Wed Jan 25,2017 10:40:27 AM I I e MIAMEQf1DE E {, 1 I' 4 I 1 F F i [ i , I I. � i f 1 1 I MIAMI.IDADE AIIA -11—DADECOUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SN 26 Street,Room 208 ! BOARD AND CODE ADMINISTRATION DIVISION T(786)31"590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%iy.minmidnde.eov/economy •Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: '••••• This NOA is being issued under the applicable rules and regulations governint.tble ttse,of copstrtiction materials. The documentation submitted has been reviewed and accepted by Miami,-Dade C'ot#r#y7RER,...% Product Control Section to be used in Miami—Dade County and other areas where aK;?md by the Authoriq. • Having Jurisdiction(AIU). "•' •'•• • This NOA shall not be valid after the expiration date stated below. The Mianfi*Mde Coiutitl'Product*: Control Section(In Miami—Dade County)and/or the AHJ(in areas other than MiamM161de Count�f reserve .. ... ..... the`right to have this product or material tested for quality assurance purposes. �..4i:product of material • fails to perform in the accepted manner,the manufacturer will incur the expense of su8h jesting and The AHI0 0 ; may immediately revoke, modify, or suspend the use of such product or material within theif 3uitaiction. RER reserves the right to revoke this acceptance, if it is determined by Miami•-bade Cour Produd Control Section that this product or material fails to meet the requirements of the applicable buildingoode. This product is approved as described herein, and has been designed-to comply with the Florida Building Code,including the High Velocity Hurricane Zone. k DESCRIPTION: Series"ECO-Guard Clipped"Aluminum Tube Mullion—L.M.I.. APPROVAL DOCUMENT: 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., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date•by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. ' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. { TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami---Dad'e 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-1 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 MIAMFDADE COUNTY5 � Expiration Date: October 23,2019 Approval Date: October 23,2014 Page 1 4 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G i 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- P.M. 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 par F13C,1'AF•202-94••�•' ! 3) Water Resistance Test,per FBC,TAS 202'-V': :••• ••'•• . . ... along with marked-tip . p drawings and installation diagram o.f a..Flipped a.huninum... mullion at fixed windows, prepared by Hurricane Engineering &;Testirjg, Ioc., Testi •, Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Caricl'icl'o'F. Font, .. :.. f 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 { ! & Testing, Inc., Test Reports No.'s HETI-08-2192D and HETI-08 21660, both dated 01/15/09,signed and'sealed by Candido F.Font,P. E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 f 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 t along with marked--up drawings and' installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering &,Testing,Inc.,Test Report 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. ! t D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jainte D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23;2019 Approval Date: October 23,2014 ! ` } 1 e . d f k . k Eco Window Systems,LLC NOTICE Or ACCEPTANCE: EVIDENCE SUBMITTED I _ f I F. STATEMENTS f I 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5'h Edition (2014), issued by Al—Farooq !Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P. E. 0 2. Department of State Certification of Eco Window Systems,LLC-as a liiklfecf rrability.... company, active and organized under the laws of the State of*FlorMa0000.. 0000 0000, djW0,Q/21/13 .. and signed by Kurt S.Browning, Secretary of State. • 3. Laboratory compliance letter 'for Test Reports No. ,�HETI�-� •-2192�;••• f HETI-08-2192B, HETI-08-2166A and HETI-08-2166G,' all'.isa&d by... t Hurricane Engineering & Testing, Inc., dated 01/15/09 o-4gnrd and;nettled by:••• _ Candido F.Font,P. E. .. .. 090• 000000 ,4. Proposal No. 08-0236 issued by the Product Control, dated:6jN/08, siigned bY.'*. Manuel Perez,P. E. "0 0"" . 900.. G. OTHERS00 f 1. None. l G k P t t Jaime D.Gascon Product Control Section Supervisor ' NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 k { W �V o -----c-- ----___== --T----; II z n1 -- 0 T'T�jT----- -� d • O •••� •••••• 1 zzn 7II I rI 1 u •:••'•• • 4.000 TYPICAL GLAZING PRODUC'•• Q0 Iw iti IL 1.000AJ Q~;�iO•O lu� WINDOW FRME z 6.000 •J - "� zw o3.000 4.000 U z Ln SHAPESITYPICAL I� Go ' TUOULAR • ••••••••••••�••••••••• ••�' •• �• _ ` MULLION SYSTEM 1S RATED FOR LARGE MISSILE IMPACT. L-2.000-AALLOY = 6063-T6 -i (�1 "' AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED J o IMPACT AND NON-IMPACT RESISTANT PRODUCTS. H W } W RECTANGULAR ALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS °�° 'cn-rr`° HORIZONTAL OR VERTICAL 3 �o M USING MULLION PROPERTIES ONLY 0 0 K NOTES: SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING I Z Z 3� m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Z�j o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). J O �J in ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE Q W rn�UJI APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS c ARE NOT PART OF THIS APPROVAL. o_ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO y CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTSID OF THE FLORIDA BLDG. CODE. inn INSTRUCTIONS: 0 USE CHARTS AND GRAPHS AS FOLLOWS. y 0 STEP 1; DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 c - FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS a ._ MEETING ABOVE LOAD REQUIREMENTS. Engr: JAVAD AHMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML APPROVAL. FIA. PE 1 70592 _ USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH C A.N., 3538 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Approved r.1 rxlntptyFng 1%4t*c y a IN STEP 1 ABOVE. midn 131111cli'1lt+Cn USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS NO;hj_ti Aa ;,if► ; :, rj > , ��' drowing no. • STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING �•• MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. �'�� M14-01 E ~ sheet of g 1.000 `� 1.000 2 000125 2.000 2.000 u .125 .375 ��.125 .250 0 I 1.000 j 1.000 125 Z h f .125 .375 'Q o J .125 .125 IL 4.000 4.000 .125 4.000 �i C :• ..•••• . �� • 3.000 '• • 3.000 .125 •• •�� ••Y� • •••••• 6.000 6.000 •• • •j L--H L-- h •••••• •• • • • •� �*O • ••••• 375 .375 .125 .250 • IL Q . 00000 • 3 - - �• 0~0�• •04000 - Ix = .9502 IN\4 Ix = 2.0374 IN\4 Ix = 1.538 IN\4 Ix = 3.1878 IN\4 Ix = 2.9762'W\4 : X 3 6 000000 Sx = .6335 IN\3 Sx = 1.0187 1N 3 Sx 1.0254 IN 3 Sx = 1.5 3 = • LL -:° •• \ \ 939 IN\ Sx 1.4881 IN\3 � _! :09 • g o .00.00 1 X3 1 X4 1 X3 1 X4 2 X 4 a ��0 • • STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD. MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 JU o J � Ix = 8.2757 IN\4 Ix = i 5.2031 IN\4 fn Z in Sx = 2.7586 m\3 Sx = 5.0677 IN\3 0 co tn 2 X 6 2 X 6 W M STD. MULLION HEAVY MULLION /j 6063-T6 6063--T6 W }}�-- Lai Lc co ~ O on � o �� I Z Zit, 3Z�j in 0 Q W rnLLJ r-1.718-1 2.125 2.125. .125 .125125 125 125 AFprovW as complying 00%the g I•';f 2.oa0 otidn 13ni1d'u u+ 17tic__. y ta.ar. � Ll tc1�t'I ,onta► 5.500-...... -5.500- 2.000 5.500 2.000-moi .y v NOTCH NOTCH ti OPTIONAL 1/2. OPTIONAL 1/2" MIN. MIN. < Engr: JAVAD AHMAD 0 CML T FLA PE t 70592 1/2' C.AX 538 a 1/2" MIN. MIN. 3 MIN. 1 v° n v u a MAY' 2014 drawing no. ANGLE CLIPMULLION CLIP MULLION CLIP M 14-01 6063-T6 6063-T6 6063-T6 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 1 X4 1 X3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1X3 1 X4 1 X 31 1 X4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. I X3 1 X4 1 X3 1 X4 2 X 4 2 X 6 2 X 6 � o WIDTH (W) MULL SPAN STD, STD. CUSTOM CUSTOM STD. STD. HEAVY VADTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD, CUSTOM CUSTOM STD, STD. HEAVY 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 59.3 55.3 120.0 120.0 Z 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2" - - - 42.8 39.9 111.0 120.0 z z 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30" - - - 37.8 35.3 98.1 120.0 F N 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 1 37" - - - 30.6 28.6 79.5 120.0 1 9 I �e 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" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120' - - - 23.6 22.0 61.3 112.6 a +w 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 v • •••••• 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60` 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 C TI•• 0 • + 66" 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66' 21.6 46.3 35.0 72.5 67.7 120.0 120.0 1 66" - - - - - 44.6 81.9 ' CPO e • •• •' 72" 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.5 32.1 66.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 9 • • n Q C a•••• -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 - 41.6 115.6 120.0-00 � 00 NO 26-1/2' 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 ' r 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 Z ip • • • 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 Q+i iJ • :+••• 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 96,7 48" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84" 20.5 44.0 33.2 88.8 64.3 120.0 120.0 48" 132" - - - - - 46.1 84.6 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 o 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" - - - - - 36.8 67.7 66' 94.0 120.0 120.0 120.0 120.0V) _j 120.0 120.0 66" - 32.0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 61.5 Z 00 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 O (n °0 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 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 --1 o 26-1/2' Ld 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 g 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 � LU 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" - - - - - 46.0 84.5 m 42" 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 1::)- N'"' 0' m 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 U o O T 1 M � 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 g Z Z 3 1_j tn 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60" - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - 28.4 52.1 3 Z} 66' 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - - 25.8 47.4 J O J 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 Q U 7w 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 W CF) 28-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' - - - 58.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED HORIZONTAL MULLION 30" 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30" - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE 37" 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- 96.1 120.0 1 ,� GLAZING all63" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48' 108" - - - 32.4 30.2 84.1 120.0 VERTICAL iiv 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 MULLION1101 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 66" 35.4 67.2 57.3 105.1 98.2 120.0 120.0 66' - - - 23.6 22.0 61.2 112.3 GLAZING GLAZING a N PRODUCT PRODUCT y 72' 32.4 61.6 52.5 96.4 90.0 120.0 120.0 72" - - - 21.6 20.2 56.1 103.0 GLAZING GLAZING ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT N o a NOTE: W1 Y!2 Ig MULLION SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. a (INTERPOLATION-,BETWEEN -WIDTHS ALLOWED)_ - - TYPICAL MULLION_ ARRANGEMENT S -Engr:-JAVAD-AI1MA9 CML FLA. PE 3 70592 _ W1 + W2 CJ N. 3538 O a vV�� w� s Approved 1�l �tc 2 s o a I loridn Li:' w im'i-(X% v° �_nj LTJu 1)tlie - ; � � < drawing no. h��im 1!1 140 ` 3 Z114 -01MULLIONS M14 sheet 3 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �� 3. WINDOW DII,SS. ANCHORS TYPE WBQDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE [(� o WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 Boa B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b ■1/ 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 Z j 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26--1/2" 70.6 120.0 J 120.0 45.3 65.2 90.6 0r z P 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 - 30" 62.4 108.8 120.0 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 52.4 75.5 104.8 37" 50.6 88.2 120.0 32.4 46.7 64.9 g6 42" 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 1 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 0 f✓+ 48" 38-3/8' 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4- 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 1 68.0 102.0 25.0 36.0 50.0 IL 54" 108.4 1 120.0 120.0 69.5 1 100.1 120.0 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 C 60" 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 C 66" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 42.3 58.8 66" 28.4 49.5 74.2 - 26.2 36.4 0' a W 72" 81.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 . 53.9 72" 1 26.0 45.3 68.0 24.0 33.3 0 0.Q< H • 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 120.0 120.0 120.0 89.6 120.0 120.0 ' 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 0 • ' •.•••• • 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 • 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 . I+Z • • "•••• 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 • •�Z :.••• 42" 120.0 120.0 120.0 81.6 117.6 120.0 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 • W • • • • ••••• 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 '• • • 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 77.7 116.6 28.6 41.1 57.1 60" 28.449.5 74.2 - 26.2 36.4J • 66" 81.0 120.0 120.0 51.9 74.8 103.9 66" 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 • � _j • I• •••••• .•• • • 72' 74.3 120.0 120.0 47.5 68.6 95.2 72" 37.1 64.8 87.1 23.8 34.3 47.6 72" 1 23.6 41.2 61.8 - 21.8 30.3 Q Ul • �..••• 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 -1 •' • 26-1/2" 120.0 120.0 120.0 107.3 120.0 1 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.375.5 w 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 W } 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 in (A 00 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 64.8 97.1 23.8 34.3 47.6 0 48" 50-5/8' 92.4 120.0 120.0 59.3 85.3 118.5 48" 96' 48.8 85.0 120.0 31.3 45.0 1 62.5 48" 144" 32.5 56.7 85.0 20.8 30.0 41.70 on 54" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 25.7 37.0 Z Z _j60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 y' 66" 67.2 117.2 120.0 43.1 62.1 86.2 66" 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 30.3 j 3 Z �o 72" 61.6 107.5 120.0 39.5 56.9 79.0 72' 32.5 56.7 85.0 20.8 30.0 41.772" 21.7 37.8 56.7 - 20.0 27.8 Q V -4-W ' 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 W g 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 NPS ARCHES EC BE INSCRIBED ANCHORS TYPICAL 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 ANCHORS 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 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 �. 1:.1 GLAZING 63' 74.3 120.0 120.4 47.5 68.6 95.2 48" 1pg' 43.3 75.5 113.3 27.8 40.0 55.6 VERTICAL Rs 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 MULLION Z c 60" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 g 66" 54.0 94.2 120.0 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 1 29.1 40.4 GLAZING GLAZING j 0. ANCHOR v ,PRODUCT, PRODUCT DETAIL If172' 49.5 86.3 120.0 31.7 45.7 63.5 72' 28.9 50.4 75.6 - 26.7 37.0 3GLAZING GLAZING TYPICAL >PRODUCT PRODUCT ANCHORS ALL LOADS ARE EXT.(+)/INT.(-). VTYPIC L .ANCHORS I N a NOTE: Awl W2 I" MULLION SPAN ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS .FOR ANCHORS DESCRIPTION SEE- SHEETS 5 THRU 9. Engr. JAVAO aHaAD o - (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) - wt + W2 CML i 2 FLA. PE If 70592 'a Approved as complying with lite CAN. 3538 a Flutirla Duildi C -° !)ttt .22 e - l�a�r " v u NUAfI . f I141gtui l ja 2/1ot cx tpnit r'� r q ANCHORS I1�.-- � � i,�>A� ��`•,i Browing no. y= � t . M 14-01 sheet 4 -of � �v 3 w TYPtCAt ANCHORS TYPICAL ANCHORS o 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE ! \' RN ET\ \\ I \TORN_CRETE\ O z i A S UU 1 I METAL ST UC E l f' j O UW0 I I Tl 0 W + + i � r i i ji it I______-----I 1 `j FLOATING CLIP 11 I I 2 X 2 X 1/8- SNUG t~! I I 1 I FIT INSIDE MULL U U ALUM ANGLQ (LQ Q g ! 1 y`� 114 SMS i. 1 X14 SMS 1 I �'I • •••.�• 1-3/4" O.C. MIN. 1 1 1-3/4" O.C. MIN. ! 1 t)• 4 PER CLIP 2 PER ANGLE • pe Poe • lu • 00. :000•: • •04 s • 0000• 60.60 000 • J • .•vs 0 •� O_ ••P' to • ANCHORS TYPE `A2' m ��- • TYPICAL ANCHORS: m (n WLJ LA_ ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. X e0 1/4" DIA. ULTRACONS BY 'ELCO' CONCRETE 1-3/4' 2-1/2" Imo- N'-' °i (Fu-177 KSI, Fy=155 KSI) Q o M 04 1/4" DIA. SELF DRILLING SCREWSMETAL 1/8' 3/4" +0 — I (GRADE 5 CRS) Z Z 3 lL TYPICAL ANCHORS TYPICAL ANCHORS CONCRETE = Vc = 3000 PSI MIN. } o 4 PER CUP (2 ON EACH WING) 2 PER ANGLE r7 METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. J O p " Q \R\ \ E 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) W 0): R 1 C C �T ANCHORS MAY BE HEX OR FLAT HEAD. t I S U I I M AL ST UC E dUWFVW ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. 1 I I 1 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. 11 it o � --------------J N y II II 1 1 ! I FLOATING CLIP I I 11 2 X 2 X 1/8- c I I I I SNUG FIT INSIDE MULL U U ALUM ANGLE v I I I t W ! I I 1 #14 SMS 1 1 #14 SMS h 1 i 1-3/4' O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE C a� .N v ar 0 Engr:JAYAD AHMAD ` a, CML Approved as complyingo iQr lltc FLA. PE 1 70592 o n Florida Btiddic�Cut ' CAN.. 538 u a Dale-- . — a� I'll a r o TYPCAL ANCHORS TYPE `A4' n4ia4rc:0+ p LIJ FR p ')` q/ n • 1`f l G.:Jdrawing no. — v w �' M 14-01 T _ sheet 5 of 9_ m O F 't TYPICAL ANCHORS TYPICAL ANCHORS z per j 6\PER CLIP (3 ON EACH WING) 3 PER ANGLE cp 0 RN �T\ I \\ I OONCREY\\ {Z O pF+ I I I fA U�3 I L� �U I I M ALSTUTUE d IL---------------------- I I I I a p I I I FLOATING CLIP /2XX 1/8- - ....�. I I I 1 SNUG FIT INSIDE MULL U U • I ! 1 1 ALUM ANGLE • • #14 SMS I 1 #14 SMS I I • � U1 ..�� • • 1-3/4" O.C. MIN. 1 ! 1-3/4" O.C. MIN. I I 4' '� • •••••• 6 PER CUP A3 PER ANGLE .J if TYPICAL ANCHORS: a ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. m W op 1/4" DIA. ULTRACONS BY 'ELCO' 0 (i m 2" (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" 1- ?� toM N TYPICAL ANCHORS TYPE `A6' 1/4" DIA. SELF DRILLING SCREWS o o -c" TYPICAL METAL 1/8' 3/4" D J (GRADE 5 CRS) Z CONCRETE = f'c = 3000 PSI MIN. D 3 Z M METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. J O 'a'o " 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) Q W � ANCHORS MAY BE HEX OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. c 21-11 0 U Q) N � C .N v E o _ L - t _ Engr: JAVAD AHMAO CML N • FLA. PE / 70592 /1[ij11Ut+0�F60y ',Qi�EO CAN. 3538. n c 0 ilOridn t3idid'to W� 17 ,�)}11TNOAVM' ad Pin t' drawing no. � M14-01 `J - sheet 6 of 9 TYPICAL ANCHORS o 2 PER CLIP (1 ON EACH WING) 111 PER ANGLE \` Fi L OOifC \� i \ FILLbO $LOCK _0 t, 0 z OR I 0 UtUR I I W OSTU N D D L —^--^^_--�I 1 I FLOATING CLIP I I i t 2 X 2 X 1/8" I I i SNUG Fn INSIDE MULL ItJ U ALUM ANGLE IL Q 0 #14 SMS 1 I #14 SMS - 1--3/4' O.C. MIN. I I 1-3/4" O.C. MIN. 3 N •••: • 4 PER CUP 2 PER ANGLE • Zm �� • •• •J • •••••• •. •. • -i N M •••rn00 -1 410 . • • •Z �, ..•••• • O U1 ..•.oa ANCHORS TYPE `B2' TYPICAL ANCHORS: w ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4' DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" m Of �` 00 (Fu=177 KSI, Fy=155'KSI) WOOD 1-1/2' 1" FO- 3 inM m 00') ) WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. O t7 _j to MASONRY = C-90 HOLLOW/FILLED BLOCK fm = 2000 PSI MIN. _Z 3 1' Z '- TYPICAL ANCHORS TYPICAL ANCHORS 5 3 Z} UO) PER CLIP (2 ON EACH WING) 2 PER ANGLE 113Y OR 20Y WOOD BUCKS NOT 13Y ECO WINDOW J O J v MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER \ L �\ \ \ \ \ THEM TO BUILDING STRUCTURE. Q U r w R �\ \ I I F1RLe0 BLOCK W o�� I I 0 tU UI t W DSTU ANCHORS MAY BE HEX OR FLAT HEAD. � I I 11 II c jt I iV I 1 I I I g --------------- - 1 I I FLOATING CLIP 1 1 I I 2 X 2 X 8 1 C I 1 1 I SNUG FIT INSIDE MULL U U ALUM ANGLE i I I I J14 SMS I I #14 SMS I I 1-3/4" Q.C. MIN. 1-3/4" O.C. MIN. 4 PER CLIP 2 PER ANGLE � C1 d O f t a Engr. JAYAD AHMAD' CML Arowd as coin 1 h Wft*c FIA PE / 78 0 l'P P Y � CAN. 3538 0 Florida BuNi Et o c 3/8" MIN. 2 7/8" c f)Mtc� 8 TYP. TYPICAL ANCHORS TYPE B4a onrri _VlA j ry }' '� / drowing no. M14-01 — —- sheet 7=of-g -— - o 1 TYPICAL ANCHORS Z n j TYPICAL ANCHORS 2 PER ANGLE Z 4 PER CUP (2 ON EACH WING) 0 Lu \BL CK OR —, I I Y1 D R I I I W OD ST U d v ----------- 11 1 1 0 I I I I /:2-X 04 FLOATING CLIPX 1/8" it I. • I I SNUG FIT INSIDE MULL U UALUM ANGLE • 3 IN '•"." #14 SMS ; j #14 SMS ; •. 4 Vj .•� • •, 1-3/4" O.C. MIN. 1 I 1-3/4" O.C. MIN.7 I I 19 z • •• *0000: 8 PER CUP 3 PER ANGLE A *a • • • • ••••• s• •• •s• ••••• �j • N .. •. J ..•� ...••. • .IG -.1 N •• �• eZ • •s•••• a ' • � TYPICAL ANCHORS: • W •••p ANCHOR TYPES SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. M 1/4' DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" m in (Fu-177 KSI, Fy=155 KSI) WOOD 1-1/2" 4" ~ 3: t0 M r TYPICAL ANCHORS TYPE `B4b' O o� WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. J N MASONRY - C-90 HOLLOV//FILLED BLOCK f'm = 2000 PSI MIN. Z Z 3 28 IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW � 3 Z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q W -Q THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. r- .2 41U v C � O O N d O L C -Engr: JAVAD-AHMAD C«L j Approved as oon FLA. FE 1 70592 tptybv N*l Oe o n I'laridn 1311i1d' CAN. 538 t� NOA �t v v u H �► � �� r7 drawing no. _ 4_ _��` � t�fl`'{ 30 �t M 14-01 - — - - , - - - sheet 8 of-9 - — — o 14 SMS SEE CHART FOR QUANTITIES TUBE MULLION I Lu ----------- --- ______ • - -------- ANCHOR NO. OF 0 CHART SCREWS TYPE A2 2 0. #14 FH SMS TYPE A4 3 2/ SIDE I I TYPE A6 40 n 1/8" THICK ALUM CHANNEL I v O LENGTH TO FIT SNUG-/ o Q 8 INTO MULLION I 1 -TUBE MULLION Q I I o - 1 1 0 °��ot • TUBES MAY 8E NOTCHED A soAS SHOWN TO ALLOW INSTALLATION Z OF CUP ANGLE I 1 •• 01 • ..... • CAULK JOINT AFTER ASSEMBLY I I .1 z 1 I •• �•W 0000•• #14 FH SMS I 1 • • • • 1-1/2" O.C. MIN. j 1 •• ••�••. ACCESS HOLE SEE CHART FOR QUANTITIES04 00 I I " •• V •N ------ -------- • O • m• 0x000• 000qp• • • i - ,�1 • vt •0.000 W •• • • tj ------ ----- ------- ------ -------- - - } LJ 8 T-11 00 THIS SCREW CAN BE I I I O p M Cnl INSTALLED IN EITHER I I 1#14 FH SMS DIRECTION q� i I 2 PER CUP 1 1 1 IJ I I 1` O.C. MIN. I Z _Z L� 00 I I I 7 _j 0 1-3/4" X 2` X 1/8` (FOR 2BY TUBE) 3/4' X 2" X 1/8" FOR (i BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 .. o METAL TO METAL CONNECTION U N N #14 SMS SUBSTRATE lEd. MIN. EDGE DIST. MIN. CL TO CL SPACING iir ALUMINUM 5/8` 1/2" o 41 N dt O ♦. O i a •_ En9'r.-JA/AO AHMAD CML FIA. PE / 70592 in M C.A.N. 3538 � Aj►j1NYeA a'3 oolnpiyiltp 11`�l11*9? o Datc o u Y 1* NOAO ml i , e r4/-ti;i4 i �, Browing no. NOTICE OF PRODUCT CERTIFICATION ,ieCRF 'key Company: JELD-WEN Exterior Doors Certification No.: NI011082-R1 3737 Lakesport Drive Certification Date: 05/01/2012 _` •x . Klamath Falls,OR 97601 Expiration Date: 08/31/2019 �. Revision Date: 05/05/2015 Product: "Ener Saver/Contour" Opaque Wood-Ed a Steel Door w/or w/o Sidelite wood frame) �' tg �rD Specification: TAS 201/202/203-94 w The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertirication.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 392"x 6'10" +66/-70 10.0 psf Yes CTLA-696W Single Max Panel Size:3'0"x 6'8" Installation Details:S-2104 1-8 OX/XO O/S Door-Opaque 415"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelite-Glazed - Sidelite-No Max Panel Size:3'0"x Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details:S-2104 1-8 OXO O/S Door-Opaque 5'10"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Max Panel Size:3'0"x 6'8" Single w/Sidelites Sidelites- Sidelites-No Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W - Double Max Panel Size:3'0"x 6'8" Installation Details:S-2104 1-8 OXXO O/S Doors-Opaque 8'11"x 6'l 0" +57/-57 8.55 psf Doors-Yes CTLA-696W Double w/Sidelites Sidelites- Sidelites-No Max Panel Size:3'0"x 6'8" Sidelite DLO:6"x 51"(1/8"Tempered Glass) Glazed Installation Details:S-2104(1-8) National Accreditation& Management Institute,Inc./4794 Geode WalhiWoo rVelniripighway/Hayes,VA 23072 Tel: (804)684-5.I24/Fax-:.&4j 7$4:5122 : :•: - NAMI AUTHORIZED $IGjKATf IM•• .'. "• 00 % . . . . . . ' t E 398 East Dania Beach Blvd. BUILDINGDROPS Suite 338 Q A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8418 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of t JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units ` ' With & Without Non-Impact Sidelites ,•, :"` •• •••,,, .. 0000 ,•� • f for 0000.. 0000.. •09006 0000 ;9999. 0000 0000 9999. '• i ....` 090.0 Florida Product Approval ••:• 0000 0000.. Report No. 3398 •' ••••�• 9 0 • . • .. 9 00041 : 0000.. Current Florida Building Code ••0 • Method: 1 —A (Certification) t Category: Exterior Doors 'Sub.—Category: Swinging Exterior Door Assemb,1lies h � s Product: Contours Steel Door, Wood Edge ' Material: Steel/Wood Product Dimensions: I07"X 81.25"(Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 %%% O Prepared by: `��.��..,..... . •.,� Hermes F. Norero,T.E. .A0 7 Florida Professional Engineer Date: 02/02/2015 .,, ( P,�; Contents: .� x` •0,,000..••••• �� Evaluation Report Pages l—.4 ,i ,s`S'ONAI %�G,`�� Digitally signed by Hermes F.Norero,P.E. 1111111iw Reason:I am approving this document - Hermes F. Norero, P.E. Date:2015.02.1812:18:39-05'00' Florida No.73778 r , f 4 I + -^PABUILDING DROPSl , .4, A Perfect Solution in Every Drop Date: 02/02/2015Report No: 3398 Certificate of Authorization:29578 i Manufacturer: 1ELD-WEN,Inc. i Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product`Approval Method(1)(a) v Product'Name: Contours Steel Door,Wood Edge ' • 107"X 81.25" (Maximum) •• :""' ...... Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#191Wfor 1EL15--MN,inc!••• • 0000.. based on Method la of the State of Florida Product Approval, Florida Depar, �nt of Burin ess and Professional Regulation-Florida Building Commission. ..�..' , • . , 0000 0000. ' 000:0. + 0000 . Hermes'F. Norero, P.E.does not have nor will acquire financial interest in:tPle Lbmpany••• 0000.. manufacturing or distributing the product or in any other entity involved e'n tlie'approval ptocess of •• the product named herein. • ' •••• • ' 0 0 0,0: ... • .0040. This product has been evaluated for use in locations adhering to the current Florida BuilditcCode:• • i See Installation Instructions S-2104,signed and sealed by Hermes F.Norero, P.E. (FL#73778)for specific use parameters. i Limits of Use: ; 1. This product has been+evaluated and is in compliance with the current Florida Building Code, ' including the"High Veiocity HurricaneZone"(HVHZ). { 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 1. 1 3. When used in areas requiring wind borne,debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. i " 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to'comply with Section.1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing 5-2104 require further engineering analysis by a licensed engineer or registered architect. } 6. See Installation Instructions 5-2104 for size and design pressure limitations: 4 z Hermes F. Norero, P.E: Tloridi No.73778 Page 2 of 4 i f + 9 " BUILDING ,DROPS Date: 02/02/2015 A Perfect Solution in Every Drop Report No:o: 3 3398 Certificate of Authorization:29578 - 1 = Quality Assurance: f The manufacturer has demonstrated compliance of products in accordance with the ° Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). ' 4 1 Performance Standards: The,product described herein�has been tested per: • 'TAS 201-94 t • • TAS 202-94 ,...•• f • TAS 203-94 • Referenced'Data: """ • 1. Product Testing performed by Certified Testing LabewWry,'Inc. ••• ••. (FBC Organization#TST1577) •• •. •• I Report#:CTLA696W, Report Date: 11/01/2001:**:*: • 2. Quality Assurance ( • National Accreditation and Management Institute • (FBC Organization#:QUA1789) 3. Component Material Testing of D'ylite Expandable Polystyrene by, Intertek Testing Services NA,Inc. t` ASTM E84-08 Report#:3113726SAT-001 Ri. Report Date:03/13/2009 Equivalence of Test Standards:- Various test'standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN,inc. has tested their products to the following test standard edition(s): 11 1 1) ASTM E84-08 4" Chapter 35 of the current Florida Building Code-references the following editions of the above mentioned test standards: 1) ASTM E84-09 1 • After review,of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, R.E. }Florida No. 73778 Page 3 of 4. f BUILDING DROPS A Perfect Solution in Every Drop Date: 02/02/2015Report No: 3398 Certificate of Authorization:29578 r Installation: 1. Approved anchor types and substrates areas follows: r Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1'50"into the wood substrate. B. For concrete or masonry substrate where one by(IX), non-structural;wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. • C. For concrete or masonry substrate where wood bucking is NOT emprbyed,j. SY.16" •• diameter 17 Tapcon type concrete screw anchors of sufficiept j th to achieve W •••••• • minimum embedment of 1.25" into concrete or masonry.. •.•..• •••• V066: Refer to Installation Instructions(S-2104)for anchor spacing and more deffr0tthe inst&"Uon oo..• .. .... requirements: .• I ••••.. Design Pressure: ... •..... Design Pressure •.; XX,Ono X,OXO,XO,-OX , Positive 1 57 PSF* Positive 66 PSF*, Outswing Negative 1 57 PSF Negative 70 PSF ' *Units meet water infiltration requirements corresponding to noted design i pressures. 4 { F I � ! Hermes F. Norero, P.E. s_ Florida No.73778 Page 4 of 4 I 74.5' MAX. OA FRAME WIDTH 70.25" MAX. OA FRAME WIDTH :875" TYP. .125' .75" .75" MULL. 15.5' MAX. OA r JELIYW Steel TYP. EAR TYP. SIDELITE FRAME WIDTH 36.625 MAX. OA 36" MAX. OA .1375" 36' MAX OA. . �14" MAX. OA CONTOURS STEEL DOOR, WOOD EDGE PANEL WIDTH PANEL WIDTH TYP. PANEL WIDTH PANEL WIDTH 6'4"OPAQUEOUTSW/NG IMPACT DOOR UNITS WITH&WITHOUTNON/MPACTSIDELITES i GENERAL NOTES ® ® ® ® ® Z y INACTIVE ACTIVE 6" MAX. U 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING O.A. D.L.D. a 80 80" Z Q00 CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE WIDTH W W = co MAX. MAX, ZONE HVHZ" REQUIREMENTS. OA. OA Q ~ tf 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PANEL PANEL 63.125" C ^ g LOADS TO 1HE STRUCTURE W CO) J = HEIGHT 'HEIGHT MAX. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION O.A. _ cn Y_Li- DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 8125" a 81.25" a D.L.O. DRESSING OR STUCCO. MAX D MAX. F G HEIGHT 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. • OA � O.A. O .... 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR 'HVHZ" ZONES. SEE FRAME FRAME •••• ••• ••.'• THE DESIGN PRESSURE CHART BELOW. HEIGHT HEIGHT •••••• •••• • 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE 1101 • APPROVED IMPACT RESISTANT SHUTTERS. "'•"• • �_' :Goo*. • 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED ." ••••• �' .... .. ..... FOR SIDELITES � o:� • 8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR,DOUBLE ""'• n 4J '•a•• CONFIGURATION. SINGLE OUISWING IMPAC]•..• .:o o<oi� •• • A 0.75" 0.625" A B UNIT (0X0) W/ NON-IMBAC.T... ¢¢ cn 0.625 SIDELITES VIEWED FROM EXJERIaR. ¢ •o • RESIDENTIAL INSULATED STEEL DOOR(Common to all frame conditions) DOUBLE OUTSWING IMPACT UNIT (XX) • • o :•�� COMPONENT CONSTRUCTIONS: 37.75" MAX. OA VIEWED FROM EXTERIOR 107" MAX. OA FRAME WIDTH '..' ; ••g e o • • .875" 125' .75" MULL. 15.5' MAX. OA Z Face sheets: 24 ga. (0.020' minimum thickness, Golvonized Steel A-525 FRAME WIDTH TYP m W- _ BAR TYP. SIDELITE FRAME WIDTH to S z commercial quality AKDQ per ASTM•620 with averse minimum yield 36.625" MAX. DA N o o w W 9 �_ p g 36 MAX. OA 36 MAX. OA 14' MAX. O.A. �„ 4,� cn � strength F ave. -24,600 psi. .875" TYP. PANEL WIDTH 3 g y( ) P PANEL WIDTH PANEL WIDTH PANEL WIDTH > >- Core design: Expanded polystyrene'with 1.0 to 1.25 Ibs./cf density, by W/ASTRAGAL C3 JELD-WEN, INC. M o o o Door Panel Construction: The active and inactive panels ore•constructed fromo u�3 24GA (0.020' min.) galvanized steel. The face sheet tops and bottoms are ® ® ® ® ® ® " 0- a bent 90' over the top and bottom rails. The top LVL rail measures 1.67 - 6 MAX - wide x 1.042" high. The steel bottom rail is roll formed, 0.021' galvanized INACTIVE ACTIVE O.A. D.L.O. 5 3 H steel measuring 1.67" wide x 1.21" high. The sides of the face sheet are 80' 80" 10� WIDTH v roll formed onto the LVL latch stile and Ponderosa,Pine hinge stile which MAX. MAX. v v measure 1.67' x 1.07 The interior cavity is filled with polystyrene. The OA OA o m m face sheets are glued to the polystyrene. PANEL PANEL 63.125" ``' o �r it Fixed Lite Const.: The sash is constructed from 24CA (0.020' min.) galvanized HEIGHT HEIGHT MAX. ,- N N steel. The edges of the face sheet are bent 90' over the polystyrene core e ® DA • W W W z and glued to it. The sidelite panels are routed to receive the ODL Lip Lite 81.25" 81.25" D.L.D. ' it- `` o Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. C D MAI(, G HEIGHT t o o details.) The lite frames are sealed w/ QSD glazing compound on the OA O OA O : � exterior. FSE FRAME Frame Construction: The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT o 0 0 measuring 1.25" wide x 4.5625" deep. The door and sidelite head jambs � 1Z � a are mortised and butt joined to the side jambs and attached with (3) 16GA o o o z z 2" x 7/16" crown wire staples. the units use a standard bump face Pemko RI R � QQL 00 C=A 4= a= I 'threshold measuring 4.041' deep x 1.0" high. The threshold is attached to ^"C1104 the frame with3 16GA 2" x 7 16" crown wire sta les. . DOUBLE-OUTSWING IMPACT IIz B UNIT (OXXO) W/ NON-IMPACTo TABLE OF CONTENTS 0.625" 0.75° 0.625" ��0 F O��i SIDELITES VIEWED FROM EXTERIOR SHT DESCRIPTION SINGLE-OUTSWING IMPACT UNIT (X) - ` --- - - -=-- -- ►_ 4, o v m Q -_ 1 GENERAL NOTES AND TYPICAL ELEVATIONS VIEWED FROM EXTERIOR �� •. 'f �� DATE: 9-11-01 TABLE 1: 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS Prepared By. SCA E: N.T.S. DESIGN PRESSURE RATING-100E WATER 7 3 HORIZONTAL CROSS SECTIONS DWG. BY: JWJ INFILTRATION REQUIREMENT IS NEEDED _ * ;-� _ 4 HORIZONTAL CROSS SECTIONS AND NOTES SINGLE DOOR UNIT X OX, X0, 0X0 CHK. BY: S. SAFFELL 5 ANCHORING LOCATIONS AND DETAILS (, ) 6 ANCHORING LOCATIONS AND DETAILS W/WO NON-IMPACT SIOEUTES +66 psf -70 psf �0 P ��` DRAWING NO.: 7 GLAZING DETAILS DOUBLE DOOR UNIT(XX, OXX, XXO, OXXO) Digitally signed by Hermes F.Norero,PE �i R�,E, �� BUILDING DROPS, INC. 5-2104 +57 psf -57 psf Reason:I am approving this document �E `ase Phone: 954-399-8478 8 UNIT COMPONENTS W/W0 NON-IMPACT SIDEUiES -Date:2015.02.1812:44:49-05'00' - -FBK W�To0. 29578 Fax: 954-744-4738 sHm 1 of 8 0.75" MIN. - CONCRETE/ 0.15" MIN. CONCRETE/ l MAIERLAL - EDGE DIST. MASONRY 51 EDGE DIST. MASONRY 51 1 DOOR STEEL FACE SHEET 24GA 0.020"MIN. STEEL 1.50" BY OTHERS 1.50' BY OTHER 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD MIN. MIN. 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD 0.250 EMB. ' ' ~: 19 EMB. :':.::". '' 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD ._ ' 19 5 4' x 4" BUTT HINGE 12 o. BY HAGER STEEL MAX. . ;•':.�. ' �� `:..:'. .- :. .. ;. :.�. . ..:' '� X 1' PFH � vii SHIM 20 20 6 9 WOOD SCREW HINGE TO DOOR 7 DOOR LATCH STILE LVL 2 " 44 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM (j m O t 0.250 / . j/ j/ 9 BRAD TRIM NAIL 16GA. X 1 FOR MULLION CAP STEEL z csi MAX. 10 COMPRESSION WEATHERSTRIP FOAM Z a Q ao 1 1 SHIM32 11 DOOR TOP RAIL LVL to Y LL. SEE DETAIL 7 SEE DETAIL 7 12 DOOR BOTTOM RAIL STEEL Q ON SHEET 5 ON SHEET 5 p 1 13 DOOR HINGE STILE FINGER JOINTED PONDEROSA PINE WOOD g EE NOTE 6 ON 31 14 10 x 1 3 4" PFH WOOD SCREW STEEL W I _ 17 SHT. 4 29 SEE NOTE 3 0 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE - WOOD =>-�"� 10 SHT. 4 16 3116 ITW TAPCON ANCHOR W 1 1/4- MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM • 1.750" MIN 1.750" MIN. 18 NOT USED - •••• PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK WOOD ••• 20 SHIM 0.25" MAX. THK. HIGH DENSITY'PLASTIC OR GREATER - •••••• ••• """ 17 21 KWIKSET 400 SERIES KNOB STEEL •!•••• ' SEE NOTE 2 ON •••••• 23 22 KWIKSET TITAN 700 SERIES DEADBOLT NOT SHOWN STEEL •••• ' -23 8 x 1 1 2' PLASCREW ODL LITE FRAME STEEL -z SHT. 4 38 ..••� •• •• 45 24 18 x 2" PFH WOOD SCREW STEEL :9 ••h.Y• 25 18 x 2 112- PFH WOOD SCREW STEEL •' "� o '•�' 0.125" MIN. 47 26 10 x 1 PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR STEEL """ "' GLASS THK. 27 10 x 2" PFH WOOD'SCREW STEEL "A a a • N • 28 MULLION CAP WOOD .'• � 4d• INTERIOR EXTERIOR " INTERIOR EXTERIOR " 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE ••F;QiO o J "�• " 80.0 " 80.0 30 GLAZING COMPOUND QSD BY ODL SILICONE z m co 81.25 81.25 N s N Cl• MAX. 31 BRAD TRIM NAIL 16GA. x 314' FOR 318* QUARTER. ROUND. STEEL MAX. MAX. SEE GLAZING o 0 0`z O.A. O.A. 32 318- QUARTER ROUND SIDELITE-STOP WOOD 4,� a >Q ,. O.A. � O.A. DETAILS, SHEET � 0 3 FRAME PANEL FRAME 7 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF =o < m HEIGHT HEIGHT 34 SCHLAGE KNOB SET F51 STEEL o HEIGHT HEIGHT o 0 `.:..' 35 SCHLAGE DEADBOLT IB360 NOT SHOWN STEEL O �'eo tE 36 SIDELITE STEEL FACE SHEET 24GA. 0.020" MIN. STEEL STEEL a a 37 1 8" TEMPERED GLASS BY PPG GLASS > x = x SEE NOTE 2 ON 37 5 3 m » 23 38 ODL LITE FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. '- SHT. 4 39 PRESSURE TREATED MULLION BAR (314" x 4 9116 x 81 114-) P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM o 38 41 ASTR4GAI STRIKE PLATE BY IMPERIAL STEEL `i o v 42 YALE KNOB HERITAGE SERIES STEEL , co" cov 1 36 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN STEEL o :>....::.• z 44 SIDELITE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD N 17 EE NOTE_ 6 ON 17 t tz t o o 10 SHT. 4 29 ,. 45 LITE FRAME BY TRINITY FOR 112" I.G.U. POLYPROP. 32 46 112 .INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS _ EE NOTE 8 ON 6 47 LITE FRAME BY TRINITY FOR 1' GLASS POLYPROP. o 0 o J J EE NOTE 9 ON 16 33 SHT. 4 SEE 48 1' INSULATED TEMPERED GLASS BY TRINITY' AMPAC GLASS W SHT. 4 49 LITE FRAME SCREW 6 x 1 112" LONG PANHEAD BY TRINITY STEEL - 238 SEE DETAIL 7 NOTE 3 o m ON SHT. 4 50 GLAZING COMPOUND DOW 1199 SILICONE 8 12 ON SHEET 5 31 51 110 WOOD INSTALLATION SCREW W1 1.50" MIN. EMBEDMENT STEEL o N 52 IDOOR LATCH STRIKE PLATE STEEL N o N o a 625" 44 ��\\ \�� \�� 53 DOOR LATCH DEAD BOLT STRIKE PLATE �� STEEL " "' o 0 0 0 c .. �. �. y:• .. • : : , - • `�� '' DATE: W 1.25" •• 9-11-0 1 MIN. �� Prepared By: SCALE: N.T.S. CONCRETE 1.25" 2.50" MIN CONCRETE/ EMB. 1.75" 2.50" MIN / _ 7 DWG. JWJ MIN. MASONRY MASONRY - EDGE DIST. MIN. EDGE DIST. BY OTHERS = T T = © CHK. BY: S.-SAFFELL EMB. BY OTHERS % ?� =. �u r � O •. P •• �/ � DRAWING NO.: A VERTICAL CROSS SECTION B VERTICAL CROSS SECTION '. '� R4,•�, , .` BUILDING DROPS, INC. S-2104 WITH HIGH DAM THRESHOLD AT SIDELITE SASH �� Phone: 954-399-8478 W j o."5�e Fax: 954-744=4738 SHEEP 2 OF 8 SEE NOTE 4 25 19 20 4 52 7 1 15 13 6 5 6 3 20 19 2 ON SHT. 4 SEE NOTE 7 21 42 34 ON SHE 4 0 EXTERIOR EXTERIOR m r- - 1.750" MIN. z FE y � e% o PANEL THK. O ?e. Z.a Q cq CO W W 'LALZ CO Id �. // ///. // ::..• : . W 2 --CONCRETE/ Id MASONRY ° °G • • 0 1 INTERIOR INTERIOR a 0.75" MI . 51 10 1 17 17 1 10 51 � 0.75C'•'IM• EDGE DI T. °° \ SEE DETAIL 5 �/ °° EDGL3 4DIS7.' '•b N 'o; ° ON SHEET 5 SEE .DETAIL 5 o . ON SHEET 5 d. 0.250 MAX. C HORIZONTAL CROSS SECTION D HORIZONTAL CROSS SECTION " o a •• ••o �� 'ow' SHIM LATCH JAMB TO BUCK HINGE JAMB TO BUCK 0.250 MAX. e S m � 1.50" MIN. SHIM _ CONCRETE/ EMBED. W (n EMBED. � o� MASONRY i= o Ad BY OTHERS O SEE NOTE 1 0 26 40 cr a ON SHE ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) o_ a 17 15 1 7 40 52 7 1 15 EXTERIOR 0.31"'DIA x 9.0" LG. AT TOP & BOTTOM N 5 3 21 42 34 H L V U INACTIVE EXTERIOR ACTIVE v O W to N N SEE NOTE 26 ~ o 1 SHE 4A. WWW � oo �i INTERIOR _ 10 W W W DETAIL 1 65 ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS c�, o .- c., o a 1.750 MIN o 0 C14 PANEL THK VIEW FOR `I i �i�� o o o INTERIOR �� S F. o v CaQ T SEE DETAIL ��::'�• •. •�O'� DATE: 9-11-01 SEE NOTE 4 24 1 ON THIS -710 1 17 7 Prepared By: �: N.T.S. ON SHT. 4 SHEET _ y� :�* _ DWG. BY: JWJ _ T T • ir = Q CHK. BY: S. SAFFELL E HORIZONTAL CROSS SECTION �O '•. P k/� DRAWING NO.: AT IMPERIAL ASTRAGAL '� ;<, .` BUILDING DROPS, INC. S-2104 Phone: 954-399-8478 -- - FWE /fill QK o. 29578 - - Fax: 954_744_4738-- SHEET 3--OF 8 - SEE NOTE 4 SEE NOTE 7 37 ON SHE 4 24 44 28 9 4 52 7 1 15 21 42 34 13 6 5 6 3 28 9 44 14 ON SHE 4 32 EXTERIOR 4 4538 c SEE NOTE 3 1.750" MIN. ON SHE 4 31 EXTERIOR PANEL THK. 36 17 m Cc r- 37 ? oCC6 p cV ui uj Lc CIS . . : . . �/��/��/./ .• . .- . . . -_ •. : - • .. . . • . • . . - . . . 6666 :- 3 a � �- ui INTERIOR / \ • �. .609.6 6666 •. INTERIOR / \ •••• •••• •••••• SEE GLAZING 10 �. DETAILS, 36 / 1 �� SEE NOTE Q .. • SHEET 7 /� 10 SEE NOTE 5 25 / \� ON SHT 4 . .. .••• • ON SHE 4NOT'6666' 6666 6666. SEE NOTE 6 29 �� \�� 25 SNE SHOT 4 5 1 17 17 1� � �� 29 SEE E 6•••• ••• ON SHT. 4. ..• .:o ... -0N SHE 4 SEE DETAIL 5 `" o o v 6• SEE DETAIL 5 ON SHEET 5 o 0.750" ON SHEET 5 0.750" SEE GLAZING• o"-'- � 39 - ..3•a aUQ. •v,� . 39 DETAILS, SHEET 6T. -:� •�}cr• F HORIZONTAL CROSS SECTION G HORIZONTAL CROSS SECTION "" 6 •��z •moo • AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB W 3 z J QZQ N �ts � o � _ N accyN NOTES: CONCRETE/ o o _ 1. SPACING FOR ITEM 126 THE J10 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 51 19 20 4 31 ONE SHE 4 NOTE3 3 o U`°3 AS FOLLOWS: FROM THE TOP DOWN & THE $OTTOM UP: 1.0", 2.5", 4.0"' 5.5",' 13.0; 18.0" & 26.07. BY OTHERS 0- `� a 2. SPACING FOR ITEM 123 THE 18 x 1 1/2" PLASCREW IS AS FOLLOWS: SEE GLAZING > Y x x 32 36 38454 ZE 5 3 � » t TOP & BOTTOM. HORIZONTALLY, SIDELITE PANEL: 3.0" IN FROM EACH CORNER. DETAILS, SHEET 7 N > > N '- '- ON THE SIDES, VERTICALLY, FOR THE SIDELITE PANELS: 3.0", 13.0", 26.0", 39.0", 52.0" & 63.0". 3. SPACING FOR ITEM 131 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ; o m E2 ITEM 19 THE 16GA. X 1- BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS " " o Cl L, FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8 QUARTER ROUND); 1.25 IN FROM EACH CORNER WITH EXTERIOR Ln N N Z (1) NAIL MID-SPAN. ° o ON THE SIDES VERTICALLY (FOR BOTH 318" QUARTER ROUND & MULLION CAP): 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. j, 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A #8 x 2 1/2" PFH WOOD SCREW. °.. 0.125" MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2" GLASS THK. o 0 0 J PFH WOOD SCREW. ° �\ E W Lej 25 Q 5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, a . z Q Z IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, ° SEE NOTE 2 23 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDELITE JAMB W ITEM 29 SILICONE CAULK ON THREE SIDES AND ON SHE 4 o 0 0 0 " / # " a . H HORIZONTAL CROSS SECTION o ^ N o ,t 3/8 QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 3/4 LONG. 0.75" MIN. ��\ SEE NOTE 6 ,��f lTi l r�IjD LITE TO BUCK ^ o o 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2 PFH SCREW. WHEN ATTACHING a° 29 % 0 0 „ EDGE DIST ON SHE 4 `�� ES F. O � ,� W o �, m Q - THE HINGE TO THE-JAMB AND SIDELITE JAMB AT THE-MULLION USE-ITEM 114, A,110 x 1 3/4 PFH WOOD-SCREW. - - - - 8. SPACING FOR ITEM 149 THE 16 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: a SEE DETAIL 5 '% ;•' •. �� °A� 9-11-01 SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY 1 3.25", 18.0625; 32.8125" 47.5625" & 62.625". ° ON SHEET 5 Prepared By: SCAB: N.T.S. SIDELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375" b ° a _ * : 7 : * = DWG. BY: JWJ _ 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT MAX. ALENT PERFORMANCE CHARACTERISTICS CAN BE SHIM cc = Q CHK. BY: S. SAFFELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 150" MIN � ' �� DRAWING NO.: . . O •. P 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM #25 WHEN INSTALLING INTO ,�,�,�,�, , BUILDING DROPS, INC. EMBED. ' S-2104 MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. - � � �� R" Phone: 954-399-8478 - = y reae / ° 4 o. ns�e Fax: 954-744-4738 SHEET 4 OF -8 74.50" MAX. O.A. FRAME WIDTH 70.25" MAX. O.A. FRAME WIDTH SEE DETAIL 2 f ON THIS SHT. � � o SEE DETAIL 4 " " all. . 4.50 TYP. 9.00 •TYP. ON THIS SHT. " " -� " 3.00 TYP.- " 6.00 TYP. " � .00 TYP. " 6.58 6.00 6.00" TYP.' 12.50 3.00" TY . .00" TYP. Z oc vi M TYP. ci TYP. — — _ SEE DETAIL 4 00" TYP. ON THIS SHE Z� WY -h �'- Q . 7.375" � _a6 11P. 7.3 �* 51 - Wp -Cc 2 - 51 - 4""- - - - - - TYP _ - - - - -- - - - :>.c") Y Q. TYP. 31" 5 — SEE NOTE 5 — — 31" 000:0 •••••� ON SHEET 4 5 SPACES 0 "'• • SPACES ® 13.85" *0000 ® 13.85" SEE DETAIL 6 :0. • SEE DETAIL 5 81 25" ON THIS SHT. — 0 0 0 0 •••• ' .81.25" — ON THIS SHT. — MAX. 0 • • 0000 ....� 0000. 0000.. • r 0000. O.A. \ FRAME 25 00'00' ..W �W 0y0:0 / 1 X5.50" TYP. S o Z. FRAME "I I HEI HT — — — ..8-�� •� ' HEI HT — 5.50 — �W&Qb .. ... - •Z •• • Z p " Z CC Z I 31 W ES m =Q 31" — — Noo z w 36.625" 16 36.625" 16 v TYP. H TYP. j o co i i 1 � a 71 1 — a a 00" TYP. 3.00" TY .00" TYP. S > 6.00 7.00" TYP. 12.126"2 3.00" 7.00" TYP. U ' ~ ~ TYP. _ .15 MIN. 21 o iC-SINK. LO N CN Lu SEE DETAIL 3 / o ON THIS SHT. \ W W Z N SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS L t N N DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS -VIEWED FROM INTERIOR I o o cic ce VIEWED FROM INTERIOR o 0 0 165125 `\ � G �_ 53 53 SEE NOTE 10 \ o o z z 25 16 1427 SEE NOTE _ ON SHEET 4 = — ,_ N N CN) N 7 SHEET 4 \ / 0 0 0 \ \ O .-- .► N tp e} 41 / \ / 1 ��ii��ii� DETAIL 7 ^ o Mo \ O \ / i I ��`ES F O1/i3OUNTERSINK FOR INSTALLATION ANCHORS W o o 6 5.50" I I 24 5.50" I I 24 25 �� '�� •. � �� Dnp: 9-11-01 41 1 • I SEE NOTE �;' 7 ' 0_ Prepared By: SCALE: N.T.S. \\ / / 4 SHEET 4 _ * * _ JWJ • DWG. 8Y: T T it CHK. BY: S. SAFFELL 52 -" 52 :�O•% P : �4U DRAWING NO.: DETAIL 2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 � aR�•� _ BUILDING DROPS, INC. S-2104 ASTRAGAL STRIKE PLATE - - ASTRAGAL-STRIKE-PLATE — HINGES TO JAMB-& DOOR_ _ _ STRIKE- TO ASTRAGAL- i _ _` Phone: 954-399-8478 E BEACH X38 ' -STRIKE-PLATES. TO JAMB— - -FWE� r� - + ` o r�s�e _ __ Fox.--954-744-4738- sH� -5 'OF-8 107.00" MAX. O.A. FRAME WIDTH c 4 37.75" MAX. O.A. o^, ]a FRAME WIDTH m of SEE DETAIL 2z y ON SHEET 5 Z a a cq 4.50" TYP.--: 16.41" TYP. SEE DETAIL 4 W Y uZ °p 3.00" TYP.- 1.000000-- TYP. 13.41 p TYP. ON SHEET 5 6.00" 3.00" TYP. .00 TYP.TYP. 00" TYP. � � _ _Lu _ _ _ TYPSEE DETAIL 4 6 NP. I I 11 I III 1 1 1 I I I I i I 7.375" 6 TYP. 6 TYP. 7.375 ON SHEET 5 • . �I �I ` . 51 51 51 ....:. TYP. TYP. 5 SEE NOTE 5 " 5 SPACES • • SPACES 31 SPACES A 31 •••••• ••vim 0 ••••• 0 13.85" 25 ON SHEET 4 0 13.85 ® 11.54 •• •. LLJ o �. SEE DETAIL 5 — •'•••• •� g" ' 81.25" f ON SHEET 5 81.25" SEE DETAIL 6 ••�v� cl MAX. MAX. ON SHEET 5 " \ . a a ..4 . O.A. O.A. — — •• $�o Zo / 1 FRAME HEIGHT HT — — 5.50"I I 25 — HEI HT 5.50" I I N o a =Q � w 31" 31" o U p 0 0 V c O O 1 36.625" TYP.16 36.625" 16 a `O a TYP. N 5 3 • U • T 1 1 1 i T 1 I T � " c W 3.00" 3.00" TY . .00" TYP. 6.00" 8.58" o 0 cn 3.00" N . �, 7.00 TYP. 7.00" TYP. TYP. TYP. CN CN g z o O� 3 SEE DETAIL 3 s s o ON SHEET 5 z 21 z SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS � VIEWED FROM INTERIOR DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS '-`-' 0 0 0 0 10--VIEWED FROM INTERIOR LO rl to `�� •;••'' • .p �� DATE: 9-11-01 � . . O Prepared By. N.T.S. 7 CHK. BY: S. SAFFELL DRAWING NO.: 0oi ��R•a..F, i �� BUILDING DROPS, INC. S-2104 Phone: 954-399-8478 E CM X38 FWE 29579 - Fax: 954-744-4738 - SHEET 6 OF-8-- I 50 30 3 0 _ � rn EXTERIOR 50 m 0.125" MIN. z y TEMP. GLASS Z a Q cj .: : •. HICKNESS 3 Lu is- co 0.50" •••• INTERIOR • GLASS n •••• • • BITE • 17 29 V50' 29 46 ••'••• •f•••• • SEE NOTE 2 .... • 50 38 23 ON SHE 4 •••• _� ••••• EXTERIOR 0.500" MIN. ••;••; ;t� "•'• GLASS THK. 0.125" TEMP. " '• '•WOW • GLAZING DETAIL 1 0.250" AIR ;••;•; 'o o V) N•• ODL LITE FRAME SINGLE PANE GLASS SPACE •• •Q•• . 118" TEMPERED GLASS a ••• ffg , SPARTECH o.�z POLYCOM PP5530 C13 z r 25" x .50" 0.125" TEMP. j a i INTERIOR 0.50' INTERCEPT GLASS o o GLASS STEEL SPACER o cj o co BITE ' ~ c a 50 SEE NOTE 8 a o 17 29 29 48 T 50 45 49 ON SHE 4 � � 5 > >&i Um e Um U O l2 EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 W o to o O GLASS W TRINITY LITE FRAME u� N N � 1%2" INSULATED TEMPERED GLASS o 1.000" MIN. LUPOY EU-5007 0.750" AIR SPACE ,t„ ��,, o o� W GLASS THK. 45 0 0 o Z X12 ►- _ � � 000 � W W W O .75" x .50" INTER T 0.125" TEMP. ALL GLAZING CONFIGURATIONS 0 0 0 W W INTERIOR " STEEL SPACER GLASS SHALL COMPLY WITH SAFETY Q ,111 1 c' " GLASS GLAZING REQUIREMENTS OUTLINED � ^10, 00BITE IN FBC SECTION 2406. N `� ,N ON O ^ Q 50 47 49 SEE NOTE 8 ��``�S,F"IO��ii _ W 4 U m Q ON SHT.• 4 _ _ _ _ _ _ _ .� !v . • .A �. DATE: 9-11-01 GLAZING DETAIL 3 7 Prepared By: SCALE : N.T.S. TRINITY LITE FRAME _ * -* _ DWG. BY: JWJ 1" INSULATED TEMPERED GLASS CHK. BY: S. SAFFELL LUPOY EU-5007 44/ DRAWING NO.: vR•w..F, �� BUILDING DROPS, INC. S-2104 __`` Phone: 954-399-8478 E BEACH �8 - Y FBrE� t/ , , I �► 2ss�e Fax: 954-744-4738- sHEu 7 a7l 8 - 1.670" 1.670" 1.670" 1.670" 4.5625" �- 2.188" 1.210" 1.000" 1.000" 1.042" / /I I�/ 0.750" 1.250" �� o 1, ��/ � 0.500" z DOOR BOTTOM RAIL DOOR HINGE STILE (,j m o Lo 12 24GA (0.021-) STEEL 13 FINGER JOINTED PONDEROSA Oj DOOR LATCH STILE 11 DOOR LVL RAIL (Do WOOD JAMB z J M PINE WOOD FINGER JOINTED Z a Q cq 4 44" PONDEROSA PINE LL co 0.513" " 23 - - -- - -- - - - - -- - �- - _ - - . - - - - - - 0.125- - - W p = 1.645" --{ 0.529 •••'• 0000....... 0000.. .......... .......... ..........t�- 1.544" 1.586" I . "....'. 0 0••0••0••0••0.380" 0.500" 1.544" 0.831" 0.140" 1.750" 1.750" 1.752 .0.530" 2.521" 2.519" 1" � � 00•"0 0.0 00"••000 2.62 .0•• .. Dei c��j ,000.0 33 CORNER BLOCK FOR 10 COMPRESSION WEATHERSRTIP @yl" I.G. TRINITY LITE FRAME 47 1" 1.G. TRINITY LITEFRAME 38 1 8" S.G. ODL LITE •• b g H �•. WLu OSTEEL BOTTOM RAIL O SCHLEGEL Q-LON QDS 650 POLYPROP. POLYPROP. POLYPROP. 4"6- 'w�0•9 0 MDF x 3.0" LONGi a :a•• TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC -LITE KIT MATERIAL ODL PLASTIC LITE KIT MAtERIAC- • o`;j z ,a 1.500" APPROVED UNDER NOA X07-0828.01 APPROVED UNDER JVOA X07-0828.01 APPROVED UNDER NOA 110-I�09.01 z o o U 1.250" " 1.109" 0.868" " N o m ~ 0.482 0.585" ® 0.375 � j E y .0.375" --� �-� _ o �{ CL 0.624 ® O QUARTER ROUND o o " " @318" SIDELITE STOP " a °p 1.750 y 2.500" 1.736 0.675 ❑ " PINE 2.040 O Q t a ASTRAGAL HAS TWO 0.3125 0 2.137 1.012 D a „ � 1D ON TOP LONG ION BOTTOML O --1 1.375 �410"0.097n LI, 5 3 ' ® I O 1.025" --i 1.381" -� I� 4.000" W DOOR LATCH STRIKE PLATE DOOR LATCH DEAD o 0 ASTRAGAL (IMPERIAL) ASTRAGAL STRIKE PLATE 52 MULLION CAP HAGER STEEL BUTT HINGE - o o W 40 6063-T6 ALUMINUM 41 (IMPERIAL 0.125" STEEL) STEEL 53 BOLT STRIKE PLATE 28 04" y y to N N STEEL PINE (81.25" LONG) _ x 4 x 0.097 THK. STEEL _ o Z W W W L 0 11.875" 1.710" 4 y 1.000" \��\� 0.582 WWW W � DIA. VARIES WITH � o 0 0 o �z z Q §g � HARDWARE USED j�� - 4.041" -� //�/ t2 o2 •. p .► .► N ca eF OUTS I G STANDARD BUMP FACE THRESHOLD N o cV o 0 ALUMINUM - BY PEMKO M • 4.000" ES o ^ p t ply WOOD. INSERT W o m Q /� `�� •.•�• • .A �� DATE: 9-11-01 �/ O Prepared By: SCALE: N.T.S. DWG. BY. JWJ CHK. BY: S. SAFFELL �Q Q �441` DRAWING NO.: �i �� BUILDING DROPS, INC. WOOD LOCK BLOCK R�.•� � S-2104 15 Phone: 954-399-8478 FINGER JOINTED_PONDEROSA PINE �e -- --- - - - _ - - - -- -- T--- - - - - - -- - - -- - - o. zss7s- _Fax:-954-744-4738 - SHEET- 8- of-•8 -